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VII(B) Ocoee Commons PUD – Ashton Park – Project #AP-02-02-01 and #AP-002-02-01AMayor S. Scott Vandergrift City Manager _ r enteY of Good t s_ - STAFF REPORT DATE: March 29, 2004 TO: The Honorable Mayor and City Commissioners FROM: Robert Lewis, AICP, Planning Manager V_ THROUGH: Russ Wagner, AICP, Community Development Director Agenda 0406-2004 Item VII B Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 0/ SUBJECT: Ocoee Commons PUD —Ashton Park (a.k.a — Kazaros Property) Final Subdivision Plan Project # AP -02-02-01 A; # AP -02-02-01 ISSUE: Should the Mayor and City Commissioners approve the Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park (the single family portion of the PUD), including a name change to "Ashton Park" for the single family portion of the subdivision? BACKGROUND: The Ocoee Commons PUD property includes about 74.3 acres located on the north side of SR 50 and east of Blackwood Avenue across from the Hospital, as well as land further to the north across Shoal Creek. Most of the subject property is currently undeveloped and is covered with orange groves along with scattered oak trees. There is also a significant wetland area associated with Shoal Creek running through the central portion of the property. The Ocoee Commons PUD Land Use Plan and the Preliminary Subdivision Plan provided for a mix of land uses. The Plans showed Commercial and Office uses north of SR 50 and on Blackwood Avenue, Townhouses located between the Commercial uses and Shoal Creek, a Conservation designation over the Shoal Creek wetland area, and a single family subdivision located north of Shoal Creek. DISCUSSION: The Final Subdivision Plan (FSP) for the Ocoee Commons PUD and Ashton Park is consistent with the approved PUD Land Use Plan and the Preliminary Subdivision Plan (PSP). It provides for the construction of road improvements, utilities and a master storm water system to serve the mix of uses described above. The Plans for the Ocoee Commons PUD show how the entire project as a whole will be subdivided and developed. The Plans for Ashton Park show how the single family subdivision within Tracts 'A' and 'B' of the Ocoee Commons PUD will be subdivided and developed. The FSP also provides locations of existing trees on the site that will be protected, and landscaping for all the common areas. The Conditions of Approval shown on the FSP are consistent with those shown on the PUD Land Use Plan and the PSP. Honorable Mayor and City Commissioners March 29, 2004 Page 2 As indicated in the previous discussions related to the PUD Land Use Plan and the Preliminary Subdivision Plan, this subdivision provides an extension of Montgomery Avenue through the PUD to Blackwood Avenue. This connection is an important element of the City's Master Transportation Plan. This connection along with the second connection to SR 50 provided by a future road within Tract 'K' will provide significantly improved traffic circulation in this area for the general population, as well as for public services. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park was reviewed by the Development Review Committee (DRC) on March 2, 2004. There were several technical issues to be addressed from the City Attorney, Planning, and Engineering that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. A name change for the single family portion of the subdivision, calling it "Ashton Park" was also discussed. When the discussion was finished, the Committee voted unanimously to recommend approval of the proposed Final Subdivision Plan, subject to making the changes agreed upon at the DRC meeting prior to the City Commission meeting, and approval of the requested name change of the single family subdivision to "Ashton Park". Additionally, the DRC recommended that a City - funded force main relocation project be incorporated into these plans as an administrative change when finalized. PLANNING AND ZONING COMMISSION RECOMMENDATION: On March 9, 2004, the Planning and Zoning Commission considered the proposed Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park. The City Staff and the Developer answered questions about access from SR 50 and Blackwood Avenue, and between adjacent subdivisions, as well as about tree protection and the storm water calculations. The name change for "Ashton Park" was also discussed. There was no one from the public to speak regarding these requests. When the discussion was finished, the Planning and Zoning Commission voted unanimously to recommend approval of the proposed Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park, including the name change for "Ashton Park", per the Staff recommendation. The plans have now been revised to address all the comments that were outstanding when the DRC and the P & Z Commission considered them. STAFF RECOMMENDATION: Based on the recommendations of the DRC and the Planning and Zoning Commission, Staff respectfully recommends that the Mayor and City Commissioners approve the Final Subdivision Plan (FSP) for the Ocoee Commons PUD and Ashton Park, as date stamped received by the City on March 24, 2004, including the name change for "Ashton Park", and further that the City -funded force main relocation plans be permitted to be incorporated into the FSP plans as an administrative amendment at the time they are finalized. Attachments: Ocoee Commons PUD, Final Subdivision Plan, date stamped March 24, 2004 Ashton Park Final Subdivision Plan, date stamped March 24, 2004 O:\Staff Reports\2004\SR04020 CC.doc Mayor S. Scott Vandergrift City Manager DATE: March 29, 2004 r Rntex of Good Ij_ STAFF REPORT Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Honorable Mayor and City Commissioners FROM: Robert Lewis, AICP, Planning Manager V• THROUGH: Russ Wagner, AICP, Community Development Director 0/1 SUBJECT: Ocoee Commons PUD — Ashton Park (a.k.a — Kazaros Property) Final Subdivision Plan Project # AP -02-02-01 A; # AP -02-02-01 ISSUE: Should the Mayor and City Commissioners approve the Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park (the single family portion of the PUD), including a name change to "Ashton Park" for the single family portion of the subdivision? BACKGROUND: The Ocoee Commons PUD property includes about 74.3 acres located on the north side of SR 50 and east of Blackwood Avenue across from the Hospital, as well as land further to the north across Shoal Creek. Most of the subject property is currently undeveloped and is covered with orange groves along with scattered oak trees. There is also a significant wetland area associated with Shoal Creek running through the central portion of the property. The Ocoee Commons PUD Land Use Plan and the Preliminary Subdivision Plan provided for a mix of land uses. The Plans showed Commercial and Office uses north of SR 50 and on Blackwood Avenue, Townhouses located between the Commercial uses and Shoal Creek, a Conservation designation over the Shoal Creek wetland area, and a single family subdivision located north of Shoal Creek. DISCUSSION: The Final Subdivision Plan (FSP) for the Ocoee Commons PUD and Ashton Park is consistent with the approved PUD Land Use Plan and the Preliminary Subdivision Plan (PSP). It provides for the construction of road improvements, utilities and a master storm water system to serve the mix of uses described above. The Plans for the Ocoee Commons PUD show how the entire project as a whole will be subdivided and developed. The Plans for Ashton Park show how the single family subdivision within Tracts `A' and 'B' of the Ocoee Commons PUD will be subdivided and developed. The FSP also provides locations of existing trees on the site that will be protected, and landscaping for all the common areas. The Conditions of Approval shown on the FSP are consistent with those shown on the PUD Land Use Plan and the PSP. Honorable Mayor and City Commissioners March 29, 2004 Page 2 As indicated in the previous discussions related to the PUD Land Use Plan and the Preliminary Subdivision Plan, this subdivision provides an extension of Montgomery Avenue through the PUD to Blackwood Avenue. This connection is an important element of the City's Master Transportation Plan. This connection along with the second connection to SR 50 provided by a future road within Tract `K' will provide significantly improved traffic circulation in this area for the general population, as well as for public services. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park was reviewed by the Development Review Committee (DRC) on March 2, 2004. There were several technical issues to be addressed from the City Attorney, Planning, and Engineering that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. A name change for the single family portion of the subdivision, calling it "Ashton Park" was also discussed. When the discussion was finished, the Committee voted unanimously to recommend approval of the proposed Final Subdivision Plan, subject to making the changes agreed upon at the DRC meeting prior to the City Commission meeting, and approval of the requested name change of the single family subdivision to "Ashton Park". Additionally, the DRC recommended that a City - funded force main relocation project be incorporated into these plans as an administrative change when finalized. PLANNING AND ZONING COMMISSION RECOMMENDATION: On March 9, 2004, the Planning and Zoning Commission considered the proposed Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park. The City Staff and the Developer answered questions about access from SR 50 and Blackwood Avenue, and between adjacent subdivisions, as well as about tree protection and the storm water calculations. The name change for "Ashton Park" was also discussed. There was no one from the public to speak regarding these requests. When the discussion was finished, the Planning and Zoning Commission voted unanimously to recommend approval of the proposed Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park, including the name change for "Ashton Park", per the Staff recommendation. The plans have now been revised to address all the comments that were outstanding when the DRC and the P & Z Commission considered them. STAFF RECOMMENDATION: Based on the recommendations of the DRC and the Planning and Zoning Commission, Staff respectfully recommends that the Mayor and City Commissioners approve the Final Subdivision Plan (FSP) for the Ocoee Commons PUD and Ashton Park, as date stamped received by the City on March 24, 2004, including the name change for "Ashton Park", and further that the City -funded force main relocation plans be permitted to be incorporated into the FSP plans as an administrative amendment at the time they are finalized. Attachments: Ocoee Commons PUD, Final Subdivision Plan, date stamped March 24, 2004 Ashton Park Final Subdivision Plan, date stamped March 24, 2004 O:\Staff Reports\2004\SR04020 CC.doc Mayor S. Scott Vandergrift City Manager DATE: March 29, 2004 STAFF REPORT Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Honorable Mayor and City Commissioners FROM: Robert Lewis, AICP, Planning Manager THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Ocoee Commons PUD — Ashton Park (a.k.a — Kazaros Property) Final Subdivision Plan Project # AP -02-02-01 A; # AP -02-02-01 ISSUE: Should the Mayor and City Commissioners approve the Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park (the single family portion of the PUD), including a name change to "Ashton Park" for the single family portion of the subdivision? BACKGROUND: The Ocoee Commons PUD property includes about 74.3 acres located on the north side of SR 50 and east of Blackwood Avenue across from the Hospital, as well as land further to the north across Shoal Creek. Most of the subject property is currently undeveloped and is covered with orange groves along with scattered oak trees. There is also a significant wetland area associated with Shoal Creek running through the central portion of the property. The Ocoee Commons PUD Land Use Plan and the Preliminary Subdivision Plan provided for a mix of land uses. The Plans showed Commercial and Office uses north of SR 50 and on Blackwood Avenue, Townhouses located between the Commercial uses and Shoal Creek, a Conservation designation over the Shoal Creek wetland area, and a single family subdivision located north of Shoal Creek. DISCUSSION: The Final Subdivision Plan (FSP) for the Ocoee Commons PUD and Ashton Park is consistent with the approved PUD Land Use Plan and the Preliminary Subdivision Plan (PSP). It provides for the construction of road improvements, utilities and a master storm water system to serve the mix of uses described above. The Plans for the Ocoee Commons PUD show how the entire project as a whole will be subdivided and developed. The Plans for Ashton Park show how the single family subdivision within Tracts 'A' and 'B' of the Ocoee Commons PUD will be subdivided and developed. The FSP also provides locations of existing trees on the site that will be protected, and landscaping for all the common areas. The Conditions of Approval shown on the FSP are consistent with those shown on the PUD Land Use Plan and the PSP. Honorable Mayor and City Commissioners March 29, 2004 Page 2 As indicated in the previous discussions related to the PUD Land Use Plan and the Preliminary Subdivision Plan, this subdivision provides an extension of Montgomery Avenue through the PUD to Blackwood Avenue. This connection is an important element of the City's Master Transportation Plan. This connection along with the second connection to SR 50 provided by a future road within Tract 'K' will provide significantly improved traffic circulation in this area for the general population, as well as for public services. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park was reviewed by the Development Review Committee (DRC) on March 2, 2004. There were several technical issues to be addressed from the City Attorney, Planning, and Engineering that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. A name change for the single family portion of the subdivision, calling it "Ashton Park" was also discussed. When the discussion was finished, the Committee voted unanimously to recommend approval of the proposed Final Subdivision Plan, subject to making the changes agreed upon at the DRC meeting prior to the City Commission meeting, and approval of the requested name change of the single family subdivision to "Ashton Park". Additionally, the DRC recommended that a City - funded force main relocation project be incorporated into these plans as an administrative change when finalized. PLANNING AND ZONING COMMISSION RECOMMENDATION: On March 9, 2004, the Planning and Zoning Commission considered the proposed Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park. The City Staff and the Developer answered questions about access from SR 50 and Blackwood Avenue, and between adjacent subdivisions, as well as about tree protection and the storm water calculations. The name change for "Ashton Park" was also discussed. There was no one from the public to speak regarding these requests. When the discussion was finished, the Planning and Zoning Commission voted unanimously to recommend approval' of the proposed Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park, including the name change for "Ashton Park", per the Staff recommendation. The plans have now been revised to address all the comments that were outstanding when the DRC and the P & Z Commission considered them. STAFF RECOMMENDATION: Based on the recommendations of the DRC and the Planning and Zoning Commission, Staff respectfully recommends that the Mayor and City Commissioners approve the Final Subdivision Plan (FSP) for the Ocoee Commons PUD and Ashton Park, as date stamped received by the City on March 24, 2004, including the name change for "Ashton Park", and further that the City -funded force main relocation plans be permitted to be incorporated into the FSP plans as an administrative amendment at the time they are finalized. Attachments: Ocoee Commons PUD, Final Subdivision Plan, date stamped March 24, 2004 Ashton Park Final Subdivision Plan, date stamped March 24, 2004 O:\Staff Reports\2004\SR04020 CC.doc ;av ED, H P ]NMI %MMW ou Q w, p s n. A I US. p p®°.. r _ PRELM lIRY PLANS DJ.ffi ®F 3 2004 PERMIT PLANS ` CUtiS` R CTIC CIDEE FL RIDA 0 Mw In CIT F LEGAL DESCRIPTION UTILITIES VICINITY MAP NDEX OF SHEETS: THE LEGAL DESCRIPTION PROVIDED BELOW IS THE LEGAL DESCRIPTION FOR THE ENTIRE OCOEE COMMONS 1 COVER SH EET PUD PROPERTY. THE PROPERTY WHICH IS PART OF THESE ASHTON PARK FSP PLANS IS CONTAINED WA R SEWER CITY OF OCOEE WITHIN THE OCOEE COMMONS PUD PROPERTY AND COMPRISES JUST THE SINGLE -FAMILY PORTIONS OF THE OCOEE COMMONS PUD PROPERTY (TRACTS A & B). 150 NORTH LAKESHORE DRIVE COMMENCE AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST; OCOEE, FLORIDA 34761 2 CONDITIONS OF APPROVAL RUN THENCE N89'28'55"W A DISTANCE OF 995.69 FEET; RUN THENCE N 00 2310 E A (407) 905-3100 DISTANCE OF 69.51 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF COLONIAL DRIVE . „ CONTACT: MR. DAVID WHEELER ORLANDO STREET Q WHITE ROAD (STATE ROAD 50). SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE N 89"2337 W ' " 3AB 3C XI STI N O COND111ONS .& CLEARING PLAN ALONG SAID NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 331,93 FEET TO THE SOUTHEAST CORNER OF LAKE BENNET CENTRE AS RECORDED IN PLAT BOOK 35, PAGES 126 AND 127, PUBLIC TELEPHONE® BELLSOUTH '� W RECORDS OF ORANGE COUNTY, FLORIDA; THENCE N00'21'46"E ALONG THE EAST LINE OF SAID 500 N. ORANGE AVENUE, STE 360 Q 4 MASTER SUDDIVISION PLAN LAKE BENNET CENTRE A DISTANCE OF 1281.33 FEET; THENCE N 88'48'49" W A DISTANCE OF 8.45 FEET TO THE CENTERLINE OF CALIFORNIA AVENUE; THENCE N 00'38'39" E ALONG SAID ORLANDO, FLORIDA 32801 Z CENTERLINE A DISTANCE OF 1127.25 FEET, THENCE S 88'11'34" E A DISTANCE OF 30.01 FEEAT (407) 237-3080 : O z 5-11 PLAN & PROFILE SHEETS TO A POINT ON THE WEST LINE OF LOT 17, TOWN OF OCOEE, AS RECORDED IN PLAT BOOK CONTACT: MR. NICK FARIS p OIT PAGES 100 THROUGH 101, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; N00'38'39"E ALONG �/j>l� SAID WEST LINE A DISTANCE OF 170.19 FEET TO THE SOUTH RIGHT OF WAY LINE OF GENEVA STREET; j 8'21b9"E ALONG SAID SOUTH RIGHT OF WAY LINE A DISTANCE OF 667.17 FEET; THENCE : PROGRESS ENERGY N 12 ASS GRADING PLAN THENCE S8 " ET THENCE ELECTRIC CROWN POINT ROAD ,,ham qL. T TO THE CENTERLINE OF GENEVA STREET; 425 E THENCE N00'3304 E A DISTANCE OF 30.01 FEE � � S 88'21'09" E ALONG SAID'CENTERLINE A DISTANCE OF 637.11 FEET; THENCE SOO'27'27"W ALONG E WINTER GARDEN, FLORIDA 34787 ��* s,.; MAINE STR E. 13 CROSS SECTIONS ac STRUCTURE DETAILS EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 1989.29 FEET; THENCE N 89'09'40" W A DISTANCE OF 332.18 FEET; THENCE S00'26'01"W A DISTANCE OF 596.59 FEET TO-THE 1;407) 905-3303 O,p��x�Ft �? THE NORTHERLY RIGHT OF WAY LINE OF COLONIAL DRIVE (STATE ROAD 50); THENCE N 89'23'37" W ALONG CONTACT: MR. JEFF ZAHARIS ay° f 1 �, STATE OAD 50 IMPROVEMENTS SAID NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 663.86 FEET TO THE POINT OF BEGINNING. �M ctx a�A3 > tx r? >x��a c . '°Jz� Y yah h7..:.� CONTAINS 3,236,147 SQUARE FEET OR 74.2917 ACRES MORE OR LESS. c LAKE APOPKA NATURAL GAS �`�' 1320 S. VINELAND ROAD t' °<4^nys° 1 5 MASTER D��}�� PLAN WINTER GARDEN, FLORIDA 34777 COLONIAL DR!W_ .. STATE ROAD 50 PERMITS (407) 656-2734 16 STANDARD DETAILS CONTACT: MR. RICK GULLETTGALD I,yiN�ER CITY OF OCOEE FINAL SUBDIVISION &PLAT APPROVALCABLE• • BRIGHT HOUSE NETWORK p RaEN ROAD 17 WATER &-SEWER DETAILS 844 MAGUIRE ROAD S • JOHNS. RIVER WATER MANAGEMENT DISTRICT OCOEE, FLORIDA 34761 �z EXPR jos 18-19 SPECIFICATIONS (STANDARD GENERAL ERP, (407) 532-8509 Y=� `� ,RCONTACT: MR. MARVIN USRYCn EPS�S'�N Ll A1.3 LANDSCAPE PLAN FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (WATER SEWER CONSTRUCTION PER 11-13 IRRIGATION PLAN E• ° ; a FLORIDA DEPARTMENT OF TRANSPORTA11ON EN-1 MITIGATION PLAN JU MAR 2 4 2004 ' (DRIVEWAY CONNECTION PERMIT) LT-1 ROADWAY LIGHTING PLAN FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION T1— T4 SI GN ALI ZATI ON PLANS (NPDES PERMIT) LANDSCAPE ARCHITECT GEOTECHNICAL ENGINEER SURV`-YU"R OWNER. DEVELOPER/APPLI CAN T• PREPARED BY* H RTUS OASIS BECHTOL ENGINEERING ACCURIGHT SURVEYS OF OCOEE COMMONS, LLC USTLER-FAGAN, INC, 4,4 & TESTING, INC. OF ORLANDO, INC. & BL.ACKWOOD/50, LLC esi n ervice i,ou nc, Site Planning . Consulting Engineering Environmental Permitting 1425. BERKSHIRE AVENUE 605 W 14EW YORK AVE. SUITE A 2012 E• ROBINSON STREET 236 PASADENA PLACE 1152 SOLANA AVENUE Florida Board of Professional Engineers Certificate of Authorization Number: 42201 a� NTER PARK, ORIDA 327 ®ELAND, FL. 3272®-5243 ORLANDO, FL. 32503 ORLANDO, FL 32503 WINTER PARK, FL 32789 362A SOU GRANTSTREET 622— 6 (386) 734-8 (407) 894-6314, (407) 841-3266 (407) 629-9449 LONGWOOD, FLORIDA 32750 (407) 33 —8541 FAX407 97-6777 FAX: (407 64 — �A 21 FAX: 4017 629-6274 1-3773 FAX. 7) 622 4887 FAX. (386) 734 C ) ) C )• C FAX.(407)260-0478L,r E—MAILtb echtol.comE—MAIL:*accusurve ol•com E—MAIL:* sptgas orrtusoasis•comY'� E—MAIL: designservic ro �h�in.net CONTACT: STEPHEN PA GAS, ASLA CONTACT: THOMAS BECHTOL., P.E. CONTACT: FRANK RAYMOND JR, PLS CONTACT: MR, BILL FAGAN CONTACT: MR. BELL FAGAN CONTACT: RO ENSON PE FLORIDA REGISTRATION .�JO_.. - 3436 52. THEDEVELOPER IS To PROTECT AND pMV 20. APPROPRIATE SIGNAGE WILL BE PROVIDED ENT.ANY DISTURVIANCE; SILTATION, OR OTHWCO STATEMENT OF INTENT: SETBACKS: FRONT - STATE ROAD 50 50FEET ON NON -SINGLE FAMILY RESIDENTLAL PARCELS AS NOTMCATION TO THECONSERVATIONAREA FUME SINGLE-FAMILY LOTS PURCHASERS OF IINSI]DE'THEIOO-YEARFLOt)16ELE-�ATIO HiliNT NSTRUCTION WITHIN THE INTENDED USE OF THE PARCEL FRONT -LOCAL STREET .35FEET S. SIGNAGE WILL MINIMUM�' THEAP vEn PojN' �REOUEST,%FINALSUBDIVISIONPLANAPPROVALFORTHE.00OFECOMMONS*PUDIANDFORTRACrS OF32 FEET AND, BE A T.Ro CROSSING T, COMMENSATINGSTbIlAdEAREAS -EAS'SHALL BE FENCED OFF TIRE APPLICANT SQUARE IN LOCATIONS ;ANDA" A ANDII THE SIN I GLE-FAMILY SUBDIVISION AREA KNOWN AS ASHTON PARK THE PROPOSES TO, SIDE 10,FEET APPROVED BY THE CITY OF OCOEE, DURINGCONSTRUCII ONMSILTFENCESINSTAL D GATION AR. APPLICANT LE TO ELIMIN REAR 20FIKET DURING CONSTRUCTION.. ATEANYPOSSIBILITYOFDISTURBANCEINTHEAREA z V, SIONDWR-A:S��TR*,UCrij�ii�ili6V-EM,,E]�T�SINACCORDANCFWffHTIM,CONDIT-16r4S-OFAPPRO .21. ALL 1XISTING STRUCTURES (INCLUDING BUILDINGS, BILLBOARDS, POWER LINES, EXI UTILITY REAR ADJACENT TO RESIDENTIAL 50FEET STING AERIAL AND SET FORTH BY THE CITY AN61APIPAOVED BY THE: CITY COMMISSION AT THEIR MEETING,. FACILITIES) WILL 13E REMOVED ANDIO MAXIMUM BMII DING MIGHT 45IFEET R TERIMNAT90 PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT .53. ALLOMCE/COMAIERC. LAIL AND COMMERCIALLOTUSES SHALL CONFORMTOTHE MASTER C/) SUBDIVISION INFASTRUCTURE IMPROVEMENTS INCLUDE UTILITISO PUBLIC ROADWAYS AND� PRIVATE CROSS-, Pk THOSE USES. -80.wLot ARCHITECTURAL SIGNAGE, 0 L BETROVIb ED WHEN THE FTRST 0 -IGHTIG AND LAND L 4CHONSTUR:NLANES,ANDATRAFFICSIGNALMODII�IiCATiON,,A" MAXIMUM IMPERVIOUS AREA $CAPE PACKAGE PLANS, WHICI WIL - RIVEWAYCOIS ACCESS bRIE9,STAtE 116AW61i DEVELOPEDANDWHicHwi COMMERCIAL LOT IS MASTER�ISTOIkMW ERMANAM, THE SUBDIISIONIMPROVEMENTS WILL SERVE THEVARIO PUBLIC UNLESS OTHERWISE NOTED. 0 AT US -22.. ROADS WILL BE:DEDICATED TO THE, _LL BE SUBJECT T THE A046V .0# A MENT SYSTENL THE CITY. WILL ALSO CONSTRUCT SUBDI V) LLI EEAPPLICANT 1 5. PARKINGREQUIRENIENTSi DEVELOPMENT TRACTS WITHIN THE PUR TI WISION IMPROVEMENTS _ I _ S, _. I F- Z THE. DEVELOPER W , -D "I THEDEVELOPERSHALL ONSTRUCTIO WITHIN THE "DECLARATION OF EASEMENTS,. COVENANTS, AND ILL, INCLUDE LANGUAGE FOR TRACTS AAND114 ASATONPARK SINGLEi-FAMIL SUBDIVISION TLY WITHPUD VEMENT CONSTRUCTAPPROPRIATE CURB CUTSTO ENABLE C NOFRAMTSAT GHTS- 54. A. SINGLE-FAMILY DWELLING 2.0 SPACESIUNIT' ALLRI PjESTRICMONS REQUIRING. A EMENT FOR LAN AND Z OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE EAS Lu B ACCESS To VEHICULAR CROSS-ACCE$S BETWEEN D2","Q ANDITHE PROPERTY LYING EAST of.' TRA 66DIff fA > 2. SITE AREAS: SIDEWWALKS.AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERS TRACT KNOWNAS THE WEST 0 2.25 SPACESIUNIT ONS WHO ARETHYSICALLY RANGE PROFESSIONAL lz B. MULTI -FAMILY RESIDENTIAL CUALLENGED. SIDEWALKS. EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE z 0 ME , 0 DEVELOPMENTAREA CONSTRUCTEDONhIELOT. WHEN SIDEWALKS ARE CONSTRUCTED ONCORNERLOT&AT CERTAINLOC TIONS THE-' A RE AME cn S -OCOMMONAREA� CURB AND THE APPROPRIATE RAMPS WILL THEN BE CREATION NITIESt MEETING THE CITy,S LDC,:REQUIREMENTS* SHALL BE PROVIDED IN BOTH THE. SINGLE- 5: c FAMILYAND. -FAMILYAREAS. SIEVALKS WILL.;SWEXTENDED,T0 THE TK SHALL BE CONSTRUCI`ED�AT THE TIMEE OYPERMANENT MULTI SIDEWAL ADJACENT T 1, LAND USE: CONSTR (EXCLUDING.VOCTORS) I SPACE/250 SF PROFESSIONALOFFICE COMMON AREAS-. OF t:56 NOTWITHSTANDING THE :OFFICEBUILDING I SnkCE/3,60419Y CONVEYANCE OFANY TRACT To THE, CITY, UNTIL SUCH TIM, MEDICAL OFIFICE I SPACE/200 SF CONTEMPLATEDFORSAII)TRACIr ARE AS THE IMPROVEMENTS Z . PROPOSE]j(LAND�USE:. 14. THE DEVELOPMENT,OFTHISPROJECT WILL INCORPORATE THESTORMWATER NEEDSOFALL N, ui iL COMMENCEDTHEDEVELOPERSHALL RE ONSIBLEFORTHEMAINTENANCE PLIBILIC10ADS.WIT-11I THE.TgOoJECTO INCLUDING ALL OF THE ROAD TO BECONSTRUCITI) Wl-hl HN TRACT "W". OFTHERACT.' Ld LAND ZONING AREA % OF FUTURE D., COMMERCIAL RETAIL: LjL 570 TO MAINTAIN THE LANDSCAPINdWITHIN TRCT"J" SHOULD THEROMEOWNERS w 7> 96W*ALEW gm THEOEVELO ER SHALL. CITYSHALL HAVE THE RIGHT (ACRES) COMPL'� WITH ORDINANCENO. 2001-19. (n Lj -AA- 13.174 N1�61LTO6. R'EIMUItSEMENTFROMTHEHoMEOWNERSASSoCIATIONFORTHE COSTS x NCE.STOR* I SPACE/100 S# E -HASE DEVELOPMENT �SHALL ST S t Sjj�CH ]LM Ld 17.7 OPER 'A, SINGLE-FAMILY DEVEL Pool) STORE,SUPERMARKET AND:DRUG STORE I SPACE1200 SF CONV NIE E ��DE NSE RESIDENTIAL AND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER. WATER,. T NONSTORAGEAREA S, AND OTHER RELATED SERVICES). 1 SPACE/4 FIXED SEATSTLUSi _58L NOTWITHSTANDING THE VEu DEVEL RESTAURANT SINGLE-FAMILY Rl-AA 81784 11.8% OPER OF THE. STORMWATER TENT16N PONDS TO THEPROPERTY OWNERS I SPACE/75 SYPAT-RON, USE FLOOR PROPERTYLTHEYL SI 'L AppRbVAL"THk ON TO HE CONTRARY CONTAINED IN THESE CONDITIONS OF RESIDENTIALL to t 'HE EXTENT ANY LIFT STATIONSARE REQUIRED ON THE WILL, BE CONVEYED TO THE CM ASSOCIATION (THE OR ANY FROV.1 AgEANOT CONTAINING il[XED SEATING STATIONS DEVELOPERSHALLREMAINRES F:LAlMNG.AUSltHLItT SHALL BE F914CED WITH BLACK, VINYL CHAIN-LINK FENCE, WITH PONSIBLEFORTHEMAINTENAN OFTHEPROJECT'SSTORMWATER lb PARKING SPACES PLUS, I AGEMENT SYSTEM (SWMS)j INCLUDING ALL STAURANT -AN - LSPAINIIEDBLA& A S -HLIET STO MULT.14AMILY R-3 14.438 10.4% OPER 3 P609, DRAI Nib HALL BESET BACKNOLESS THAN25'FROMANY STREET. _STAT 0 A RRETENTIONTONDS, UNTIL.SUCH TIME AS. (1).THE 'NS 'TIRE;SWMSFORTHEPR0jECTjSCo SPACE/10 SFOF FLOOR SPACE AS VIBURNW OR 'N NSTRUCTEDAND"PROP] TECERTIFICATESOFC BYBOTH SOIBE SCREENEDWITH- GE -TYPE SHRUBBERY, SUCH LIGUSTRUM ETIONISSUED OMPL (NOTDINING)j TIM TY AND THE SJRWMD, (i gDED: T6 BE CONVEYED To HAVE THE RETENTION: PONDS INTEj THE 34825 5.2% DEVELOPER 2 FUNERAL HOME 1 SPACE/4 SEATS INCHAPELi 'T BEEN CONVEYED To ASSO U.TJON, (ii,) LL ASSOCIATION %IN FAC ftGROUNDUTILIT111S COMPLY WITH ORDINANCE NO. 95,17, WHICH R -EQ -MOUNTED COMMERCIAL C-2 PLUS 1 SPACEICOMMERCIAL IRS PEDESTAL�, N _C THE ASSOCIATION IS DESIGNATED AS THE cl) MAI VEHICLE : . NANCEtNTITYON THESJRW UTILITY. BOXES TOBE'PLACEDLOACKOFFTHE STREET,N0 MORE THAN 5'FORWARD OF. -THE FRONT B LD - K THERECORDSOF 4 = BAY Ul INGSETBAC RREC RDSREQUIREDBYSJRWMDHAVE I SPACE/260 70,LINWII)THL, CUTED COMMERCIAL C-2 1.517 .0% DEVELOPER . . LINE,'p A�XRESIDEfffIALLOTgWMCHAMLESSTHM WHERETHELOTSABUTTHE By SJRWAM, 00 THE CITY HAS BEEN PROVIDED WITH AOPY OF THELDEVELOPERIS SERVICESTATION 3 SPACES/SERVI BEENEXE MDANDALLRANS#E 00 2 2 RIGHTmOF-� STREET -.MACUPrED OTHER COMMERCIAL ESTABLISHMENTS PROPOSEDMAINTENANCEPL RESPECTTOTHESWMS AND.(v)THE FIRSTL FLOOR AMA S' PR6VIDEDWITHAWRITTEN CITYHASBEEN DEELOPER 1.704 23 TATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEv.ELOpERIS OMCE/COW �L ', , 'L VIERCIAL C-2 ADJACENT T WITH RESPt PROPOSED MAINTENANCE PLUS I SPACE1300 SF 'CT �VVORALLI SINGLE-FAMILY LOTS THERE 0 SHALL BE DED, TO THE SWMS AND THAT THE ASSOCIATION IS RE '20. ALLACCESSLRIGHTSTOTRA co (3) CATEDTOTHE SPONSIBLE FOR THE MAINTENANCE OF THE OF EACH FLOOR ABOVE SWMS4t COMMONAMA- PUD 0.2M 0.3% HOMEOWNERS F .59 RECREATIONAREA ASSOCIATION. 1 THE FIRST FLOOR; LLIbECLARATIONOFCOVENAM !OFF-STREET LOADINGSHALLBE REQUIMD AS FOLLOWS: 10. -STREET L GHTSWILL BE INSTALLED BY THE DEVELOPER, AT THE DEvEL SSOL ECOST. AND EXPENSE A- W.iCTIOIN$,,U.KC-TING�TftPitOjPERTY E. CERTIFICATE, OPEW iPRIORITO SHALLINCLUDE THE FOLLOWING OpCora=j DAND HE COS T_ TIOFOPERATIONSWILLBEASSUMEEDBYTHEDEVELOPER Gl bigINGISSUE : i PROVISIONS: -COMMON AREA -NORTHEAST PUD 2.453 3.3% HOMEOWNERS, WITH STORMWATER RETENTION OVER IL000O.SF BUT UNDER.25j"Q 1 LOADING. SPACE ORDINANCE NO. 95-17. A.� PROVISIONALL MAINTENANCE,0FCO cr) 21 OWINGTHEMYTOLEVY,COLLECTLENFORCE ASSESSMENTS FOR .6V_ER 25 000'SF BUT UNDER 60,00 bAD 9k 7E MMON cl US CONSISTEN G2 L L COMMON AMA -SOUTHEAST PUD 1.426 MBUTIlMit 12 - 3 LOADING p 2001-18ALL SUBDIVISIONSIGNAGE MUST BE TWITHTHELEGALLYASSIGNED AREAS IF ASS uj 1.9% PROPERTY OWNERS 0.000 P., TO MAINTAIN AS SESSMENTS AT A LEVEL ALL THE BY, OWINGFO L R x APPROVE0 N OF THE SUBDIVISION. STORMWATERRETENTION :, 6 NY SUBSEQUENT CHANGETO NAMEW THE SUBDIVISION MUST BE 11W N. B. PROVISIONGRANTINGTHECrrYTHERIPWBUTNOTTHEOBLIGATIONTCiAlAINTAEgMgPAIRTIE�SNIMSAM 6. ARFLOODZONE: CL w COMMONAREA-NORTHWEST PUD Oi984 1.3%, PROPERTY OWNERS fflKREIhRURSEMENTFRPMTHEASSOCIATIONbRFRdhtTREDEVELOPERIF(I)TURNOVPRO'F CONTROL SS L 'A . L BU FliWALLRETENTION AREA I S SHALL BE 15 FEET FROM TOP�004AN]k IN MULTI -F 6FL;]jjE _WM ASSOCIATION 1 TIL RES PkRFlRMPANmELNO. 1.20179 O�20 E, A PORTIONOTTHESATE, li.67 ACRES, LIES WITHIN ZONE IIAE, A 100 -YEAR FLOOD. S S. �0 im JIXjf'A MAOF _FAMLY PARCEL HAZARD AREA- THEREMAINDER OF THE SITE LIES WITHIN ZONE MINIMALFLOODING. FROM OF. Elq S. :� PROVISION PROVIDING THAT THE SWMS WILL C. BE TRAN H2 COMMON AREA-CONIMERCIAL PROPERTY OWNERS SFERRED TO A RESPONSIBLE PERATION/MAINTENANCE EN11TYACCEPTABLE TO THE CITY INTHE EVENT OF DISSOLUTIONAND THAT IF SL 35.FEET FROM bissownoN c 'tr T-RA&S:CO&9ONbP&SPACEPUD 0,433 0.6% AS90CIATION 1 7 WTLANDS- BUILDINGS SHALL BE SET BACK 50 FEET FROM ALLRESIDENTIAL PARCEL 0 CURS WITHOUT SUCH APPROVAL THEN THE MY MAY CON TINUE TO LEVY AM COLLECT FROM ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO: FEET STATE ROAD:50. OCIATION NOTWITHSTANDING THE.DISSOLUTION OF THE AND:50 ASSITE CONTAINS TWO (2) AREAS, TOTALING.6.45 ACRE% WHICH ARE ENVIRONMENTALLY SENSITIVEBASEDON, COMMONREA4SOUTIMST PUD 0.44 0.6% Pgopg'RTy:0VMRS. A� THAT T 1113" (TIM, SINGL , E-FAMIL D. PROVISION ON 4T NETWORK WITHIN'TRArT "A" AND TRAC RONNE YL THE ASSOCIATI SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA 'AL CONSULTING GROUP ANDL 34 L'� INSPECTION kil) FLAGGING BY U M FIELD LOCATED tBY. I ACT :STORMWATER RETENTION ASSOCIATION I FIELD ROAD RESIDENTIAL Tp S) WILL. NOT SECRETARY OF STATE. �CRO TO THE WEST OR BLUE SPRUCE DRIVE:T'O THE ACCUJI GHT SURVEYS. THE MAJORITY OF THIS SO WILL REMAIN UNDISTURBED WITHIN A bf VE PROVISION THAT At THE TIME OF TURNOVER OF CONTROL OF THE E� M ERS, T PLATTED�CONSERVATION TRACT I ASSOCIATION HE ME B HE tHE'EVELOPER S HE CITY MCLARANT SHALL DELIVERTO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED HALL DEDICATE AND�CONVEY TO T TRACT 'ILI' (MONTGONERYAVENUE TRACT) AT THE L , IBYAN,IENGINEER'S.CERTIFICATIONTRATTRESWMS IS FUNCTIONING IN ACCORDANCE WITH 18, Mo -E DATE OF THE DEVE LOPER'S. AGREEMENT REPORT INDICATES ANY COMMON AREA -SINGLE PUD 0.065 0.1% HOMEOWNERS i L' . ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY.SUCHENGMERS J B. THE DEVELOPMENT PLAN PROPOSES A WETLANID ENCROACHMENT, 110 ACRES, NECESSARY TO CONSTRi&: OR: 8: M AFTER HS FR; M THE EFnCTIV cciRpxcnvEACrIONISREQUInDnMDECLARANTSHALILB�UQUIREDT6EilLIGENTLYUNDERTAKESUCH 0 SUBDIVISION RO AM INFRASTRUCTURE. IMPROVEM[ENTS. ANY coNsTRumm ACTIVITY wifikw NALSUBDIVISI PLANFORTHELPRUJECTORWITH PLAT TOBE SUBMITTEDFOR CORREcrivEAcTIONATTHEDECLARANTI SUBDIVISION ASSOCIATION "Iz� SEXPENSE.ANDTOPOSTAiCASHliONbWftiiTliEA�SOOATIONFOR HEESTIMATED'COSTS OF SUCH CORRECT, GEMENTDISTRICT/ARMY co" JURISDICTIONAL 3LIMITI REQUIRE'S VERWATERMNA WHI, CREVER EMT. VE ACTION. OF ENGINEERSTERMIT APPROVAL. F' PROVISION THAT No PROPERTY BY THE CITY OR ANY OTHER GOVEPNMNTAL ENTITY SHALL BE (60,!: -RoADwAYTRAcr)WITHINSIXTY K FUn=LCjTY ROAD PUD 0.805 1.1% CITY:OF OCOEE T.M-.DE.VFLOPiERSHA!L-LDEDICAT.EANI).CONVFYTOTIM.CITYTRACr W FUTURE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. R1, (60) 1 DAYS OF A REQUEST FOR THE SAME BY. THE CIT Y BY IN NO EVENT PRIOR TO, ONE (i� YEAR FROM TIRE EFTECIIII AWETLANDIWACrNftTIGATIONPLANS-R-ALL:-BEPItOVIDEDWITHTHEFINALSUBDMS.IONPLANTilAT.IFWT VE . .... ..... HE TY. UNDER No CITY INAN INSTRUMENT RECORDED WITH THE AMENDMENT. CITYREQUIRESTHECONSENTOFTHE CI G. PROYISIONTHATANYAMENDMNTTOANYPROVISIONAFFECrINGTM GHr-OF-WAY C. ANDS APPROVED BY THE ST. JOHNS RIVERWATERMANAGEMtNT DISTRICT DAii.60 t 6EVE]L.OpElk'S AGREEMENT. NOTWITHSTANDING TIM CONVEYANCE TOLTHE > 'YOFOC RYAV&CffY PUD 1.298 1.8% CIT 1% 0 r 0 APPROVAL OF THE MAL SUBDIVISION PLAN. CIRCUMSTANCES SHALL THE CITY BE UNDER ANY OBLIGATION TO MAKE 1 W-ROVENENTS WITHIN TRACT llKIf IN SH MONTGON Z THEWI Q) ik&�Gffr CONJUNCTION WITH THE DEVELOPMENT OF THIS PROPERTY. H. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FORGO NGPROV'SIONS' SOIL CLAS SIFICATIONS: ry 'MONTGOMERY A&_:Cff Y PUD 1.415 1-9.% CITY OF OCOEE 1 THER,I)EVELOPERLSHALL DEDICATEAND CONVEY TO THE CITY TRACT I'M I (BLACKWOOD AVENUE TRAM AT THE. 6o UNLEOPTHERWISENOTED, A 5'UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL.SIDELLOT LINES ItO RIGHT-OF-WAY PER THE ORANGE COUNTY SCS.SOILS SURVEY, SITE SOM&ARE C%A$SIFMD AS FOLLOWS: EARLIER L OF 18 MONTHS L FROM THE EFFECTIV AMA710'UtU�TY,DRAINAGEMDSIDEWALKEASEMFMADJACENTTbTMSIM SIDEWALKS E L DATE THE DEVELOPEIWS AGREEMENT OR MONTHS AFTER f O= BVEEPLACED INHIS WE ET -APPROVAL OFTHE FIRST IANLSUBDIVISIONPLANTORTHE PROJECT OAWY1r.HTHETWTPLAT TOBESUBIMTTEDVOR P ER 0 MENT IF -NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE 0.656 n L3 MONTGOMERY AVECITY PUD NESANDS 0-12% SLOPES,RYDROL GIC GROUPLA PROJECT,WHICHEVEROCCURSFIRST. 4.-C L LERVI 0 FENCE AND RQADRIGAT�OF-WAY w, CANDLEk4POOkk nNE �PA THE "A" AM "B" ALONG MONTGOh=YAVENUE SHALL BE 6. SANDSj 5-12%.SLOPES, HYDROLOGIC GROU EAS4MENT AREAS WITHIN TRACTS -OF" WRITTEN REQUEST-IFORANY C, ONVUVANCE OF OCIATIQN,EXCEPTTHATALL 1WRTY (30)DASOF CEIPT MAlNfMNEb8YTHEPR0PERTYAS§ E ESHALLBE MIT DBY=!VIDUALLOTOW. NERS.THELANDBURDENEDBYTMLASEMENTSHALL 341�` P.6MELL&FINE SANDS'"OX.SLOPS; HYDROLOGIe,GROUPC u PROPERTYSET FORTH T C GRASS AND LANDSCAPING oNTHE HOUSE SIDE OF THA Y .PUD bi��bptkSHAMPRoVMLTHE.CITYLVRTH L4 THE I IVMjr .,CITY SERVICES 0.186 0.2% CITY, OF OCOEE N 1% SLOPESiHYDROLB/D ' TAECITYtHR: A MMTE�ANDiQ NDS LEGAL DkSCRjM0_T4 BEH MD NND LOTO 41 0 IR ASSOCIATIONO LES �ORT - PROPERTY TO BE CIONVEYE . D, SAID . DES , a i:4 iiIN I G� EACHFIREHYDRANTSHALL I BEOSHA YELLOW INCbLORANDBLUE N-BASINGE HE RIGIIT-OFMAY SLOPES, HYDROLOGIC GROUP A 46- TAVARES FINE SANDS, 0-5% �dRTIFIED. To Tk;�Cjt T AE APPROVAL OF T ITY. _ . THE PLR , OPIKg Y SHAE STREET IN THE CENUR OFTHE LAM CLOSESTTO FACHHYDRANT. T REVIEW AND REFLECTIV64kKERSHALLBEAFFIXEDTOTHE HOPpjR FINEIL 41 TAVAM SANDS, 0-1.5%.SLOPES, HYDROL 9GIC GROUP A L5 CITY SERVICES PUD 0.232 0.3% CITY OF O'CO I, AND, ONVEYEDiv-1m,16EVELOPERTO THE CITY BYSPECIAL WARRANTY pEEDFIREE.AND, CLEAROFALL 0 CI.T, 63. NO PERSOMSHALL UNDERTAKE LAND CLEARING OR THE OF MY .Y. TH E FOAM Ok PROTECTED TREE WITHOUT FIRST Gffr-OFWAY E TO 91XCE017- f6k -HOSE MATTERSACCEPTABL T14 -E THE SPECIAL UTILITIES: QBTA*INPAPE#MTFROMT119BUILOIN6DEPARTMENT. tHEREMOVALOFPROTECrEDTREESSkALLBEhflMMZED DEED HE a THE DEW OPER HALL. TO THE MAXIMUM EXTENT POSSIBLE AND NO AUtHORIZATIOr4 SHALL BE GRANTED TO REMOVE A TREE IF THE SHALL BE SU-BJECT TO THE APPROVALL OF T Ty. L S % CONT]ENP L OUSLY DEDI DEVELOPER HAS FAILED TO TAKE REM -CITY PUD 0.895 1.2 CITY-OFOCOEE, THE ATION AND CONVEYANCE OF THE PROPERTY PROVIDE TO -ITY A. CITY OF OCOEE. C ONABLE hfEASURES TOPRESERVESPECIMENMD HisToRICTREES. EILACKWOODAVE4 THE C A. WIA NT ATTORNEY, IS OPINII N OF TITLE Olt OFL cf� A CURRENT TITLE. COMMITMENT TO FOLLOWED BY A POLICY EXIS17ING TRESS 8" OR LARGER (OTHER N ROAD RIGHT-OF-WAY T THA - CITRUS TREES OR "TRASH" TREES) LOCATED ALONG PROPOSED ESTIMATED AVERAGE:DAILY FLOW (AD]n- . ffLE-INSURANCE,.EVIDENCING THAT FEEL SIMPLE TITLE To THE PROPERTY IS FME AM CLEAR OF ALL LIENS AND ]�OCAT�ONSOPBUFFERWALL,�ORROAVRIPIIT-olWA YLINESWILLBEpRESERVj DIFATALL POSSIBLE. THEBuFFER. N SF DWELLINGS @ 350L GpD 20a5O GPD EXCE MATTERS ACCEPTABLE To THE CITY. THE AD ORATE THEM INTO REQUIRED LANDSCAPE CONSERVATION AREA PUD 9.734 13.2% 'CITY OF OCOEE I P -T FOR -THOSE W SS SVnLLB0 21GNED AROUND THOSE TREES TO INCORP :52,50OLGPD' C L,, COSTS AND EXPENSES RELATED To B=MAZOA TREETTRE ITS Aff DWELLINGS @ 3010 GPD. ANL I i -DEDICATION OF THE PROPERTY, INCLUDING Y THE COST OFLTITLE WORK, SHAL 0 THE, CE AND LBEBORNE 131;509 SF RETAIL @ 0.1 GPD/SF GPD ON OLELYL DAYBEFORE RADES L ONSERVATI AMA PUD 1775 3.7% CITY OF OCOEE TOTAL ESM S �3,YtHEDEVELOPEP.R�EAL�,ROPERTYTAXE ONTHEPROPERTYSHALLBEPRORATEDASOFTM "TE6 THE FINAL GRADINGPLANWILLPRE-SERVEMSTING G ONINDIVIPUAL LOTS CONTAININGPROTEcTEDTREES- S ADF 01,000 GPD AS MUCH AS POSSHlLE. THE CITY'SACCEPTANCEOPtHE CONVEYANCEOFTHESAMEE$ANDTHEPRORAT:gDAMOUNr OFSUCHREALPROPERTY M[MERCIAL LE THEDEVELOPERSHALLBEPAIDAMESCROWED DEVELOPERINACCORDANCEWITH 66. IN ORDERTO ENSURETHAT AS ALANY ExISTINGTREES AS POSSIBLE WILLBEPRESER D, LRO G oF-wAyS. 2.6% CO TAXES � T*. 44 THE PROVISIONS OFL AND RETENTION AREAS. PL C PUD, IA57 VE AL AD Rl HT MINIMUM FIMYLOWS SHALL BE PROVIDED- WIM.BE. FLAGGED FOR REVIEW By THE CITY AM THE ENGINEER PRIOR TO ANY TREE ON ASSOCIATION I occum REMOVAL. NOCLEARINGPERMTSWIiLBEISSUEDLFORSrrEWORKORBMLDINGCONSTRUenoN SECTION 196.295, FLORIDA STATUTES; PROVIDED, HOWEVER, THAT IF THE CONVEYAC UNTILALLTREES BE�TWEENNOVEM-BER-1-AND-DEC-EMBER-31,T.HENT-HEDEVELOPgR BERESPONSIBLEFORREALPROPERTYLT TO BE PRESERVED HAVE BEEN CLEARLY MARKED WFM SHALLLL TAXES ......... - ------- TREE lNGLEF%,MILY 20 P91, ---------- --- 1 500 GPM ENTIRE YEAR. NEITHERTHE DEVELOPER ITSLSUCCF Z C-2 4.852 DEVELOPER 2:, FORfAk SSORSANDAS$IGNS,NORANYOTHERPERSON(�ItENTItY 67. VA EXISTINd� WILL BE LIMITEDTO CLEARING RIGHT-OF-WAY AND RETENTION AREAS. FIOP LOFIN.EACHFINALSEMDIV @ 20 PSI 'SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER 0 0 , ISION, ED ON MULTI -FAMILY 1,000 GPM MMMUM ASMET I MLED PLAN- ALL EXISTING PROTECT COMPENSATION OFANY KIND INDIVIDUAL LOTS WILL BE: JLOW GPM MINIMUM @ 20 PSI NACCOUNT COMMERCIAL EVALUATEDATTHETIMEARUILDINd�iAMItISISSUEDFORTAATLOTTODETERMW 9, WIT -RESPECT TO REMOVED.,L HER RNOT T E H CONVEYANCE OF THE PROPERTY. NEEDST BE WHET 0 EACH RE TOTALS 74192 Be SANITARY:SEVMR SERVICE: CITY OF OCOEE. 30., TIk E CON VENTTHECI 68. NOTHING HEREIN SHALLLOE�CONSTRUEP To WAIVE ANY V Bo� ONSPUDWILLI -FAMILY9 TY CODE EXCEPT TO �OCQEE CO BE A DEVELOPMENT CONTAINING SINGL&FAMILY MULTI, STRUCIS OR CAUSE S TO BE CONSMUCT EDi%N�V- PMT -1 OOF TRACT M I,(B LACKWOOD I T FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. THE EXTENT EXPRESSLY SE ow AVENUE TRACT) TRACT I'K -GOD D ESTIMATED AVERAGE DAILY 11 (ADF)- AREA, HA; GA AND COMMERa6�DEVELdkMENt. MULTI-FA.NHILYDEVEL.OPMENT'ISPLANNEI.WfffflNAN. (00, FUTURE ROADWAY TRACT) OR TRACT "L".(N[0,NT OlkY.. AVENUE RA FUT S 22j560-GPb T ATE OF CONRLE 75 SF DWELLINGS:@.3.60 GPD . CMPRIORTOL _HE� 49. PRIORt'.0 RECEIVING A CERTIFIC TION FOR TRACT THEDEVELOpER MUST FIRST OBTAIN FROM, RETENTION BEING. CONSTRUCTED, TWIDEVELOPER AGREES imp6AARv WMCHAL TRACr 'ANDUj E DESIGNATION IN THE COMPR9 PL THE 4 AREAS TO THE CITY A TE CLAL �TURKL VE AN ANALYSjS.'LRESULTS DgMbNStp 'TE 175 MF DWELLINGS @ 250 GPD ORANGE COUNTY A DocumENr IN RECORDABLE FORM AND ACCEPTABLE To THE aTy LOWS ATHE OVERALL IMPACT OF THE PROPOSED I FOR THAT SFLRETAM GpD/SF L"irock(issORANGECOI*V'SEASEMENTASAPUBLICiUdHT.Ok.WAY.p�ECbMEDINOMan iGj�ATEDCOM 131,5M PD: PAGE i103, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. RECORDSBOOK3153, A. I IT 13,150 MERCIALISLOSTRANIT WOULDHAVEBEENILF. WERE vu-6PMENTWITmN4lmAn DES NTjAL IS NOT CONSE ....... . ... GHMULTI-FAT a) :70. TRAFFIC IMPROVEMENTS SHALL INCLUDE THE FOLLOWING.- c _TH TOTAL ESTIMATED ADF 79,400iQM 60 ST MLYL P EVEST NT Wl VE*L0P TIONTHEINTi FIT OCOEE STATE k0AD50ACTIVITY CEN U�R§PkCIAL L PRj �T HE S.T6 C:) DEVEL0pMENT.STANDARDS*INA;2 ZONING WILL ALL MONTGOMERY AVENUE. WITH BYENCOURAGINGMIXEDMULTIPLE APPLY FOR CONSTRUCTION OF TWO ADDITIONAL TRAFFIC LANES ONBLACKWOOD AVENUE FROM STATE ROAD 50 To RE,0THEkWllSiP]WbVWED, ME USESAL NT C I]NOA -CENT 'S. S'EW, BE CO R.3. ZONING ILLJA RIVER WATER: '[I PROVIDED, CONSISTENT WITH THE CITY OF OCOEE AND' OHNS ON AD STORMWAiERMANAGE TRACTS THE Y E L: kbisT." kiVik&Mik AND RE S: TRAM -ST., OPMENT STANDARDS FOR APPLY FOR ALL M -F.Mat STRICTL WITHIN ADDITIONAL IMPROVEMENTS TOTHESTATE BOADSOIBLACKWOOD AVENUE INTERSECTIONRESULTING IN A Q EGULATIONS COMMON AREA RETENTION'TRACTS, THE MAAI�ONINGWILL -N -CR MNAGI MENT 01 RESWENTIALii��&S ANDTHRI)EVELOPMENTSTANDARDSF LYFORALLSINGLE TOTAL OF TWO NORTH BOUND LANES AND FOUR SOUTH BOUND LANES ON BLACKWOOD AVENUEORTH OF a) PRjjZjSl So UDYL WILL QUBOTH VEHICULAR AND PEDESTRIAN OSS OA, -FAMIii -CTS. LAM, A 4L SUBDIVIS16NS AND COM31ERCAL TRACTS SHAX-L.BE OW. MAINTAINED'BY A. PROPERTY OWNERS ASSOCIATION. THE DRAINAGE TRA STATE ROAD 50, TO INCLUDE THE FOLLOWING: A NORTH BOUND SHARED RIGHT TURN/THROUGH CL UD TRACTSTHEMSELVES AS WELLAS EXISTING RESIDENTL NORTHIDOMTMOUGHLANE,ACONCRETEAMDIANSEPARATOPASOMBOUMLEFTn ROPEAT -�Pl,�MtIONBY THE APPLICANT BOUND SHARED LEFT TURN/TliROUGIA LANE, A SOUTH BOUND THROUGH, MNLANE,ASOUTH 0- P IESADJACENTTOTHEPUD.�EXTENSIVE'PLANNINGEIFFORTSAMCOC dtV,LS FU_T ON' z S I LAM, AND A SOUTH ROUNI) RIGHT 0 -RMITT.Eb IN THE-SINGL&F"ILY PORTION OFTHE PUD WILL BE THE SAME ASTHOSE USE TREIM-TTED. TURN LANE ALL PROPERLY ALI WITH THE EXISTING CORRESPONDING LANES ON THE SOUTH SIDE C: NETt]�IR67UG THED 'DIPATI OF- *0 :4L THE USE �PE GNED Op URE ROADWAY PLANS WILL BE itl6ift (D HE S STATE ROAD 50. TF D 2 ANDLACTUAL CONSTRUCTION OF A PORTIONOF CIT k ROAWAYIMPROVE INANRwlAAZOLNINGDISTRICT. ASA CONbIlIONOFTHIS PUDLANYIUSES THAT WOULD BE PE AS A-SPItCIAL 1Lf PMTTE R EX ONLINANR_j.AA DISTRICT WILL SPF uj t-, (D CIL EXCEPTINAPPROVAL IN THIS PUDL RIGHT-OF-WAYDEDICAION ONTHEEAST SIDE OF-BLACKWOODAVENUF E NORTHOFMWffGOmERYAvENm c: .4. ETAMEDLAND:USE.-BREMMOWN: SUFFICIENT To ACCOMMODATE A FOUR LANELDMDED ROADWAY ANDALLTHENECESSARYINTEPSECTION OAREA IMPROVEMENTS. 0 E STANDARDS APPLjCABLEL SWt 10. PROJECTEDT11"MCONERATION: MCTS"I)1",4DI't,'tEt!,ANDIIO'I SHALLREDkVELOPEDWITHTH T 'C.2 HIN > DA"' SINGLE-FAMILY RESIDENTIAL TRACT: ZONING DIST )ING TO ORDINANCE NO. 9943, AS AMENDED, EXCEPT AS OTHERWISE SPECIF1 ATIONATTHE STATE ROADSO/BLACKWO < RICT'ACCORI ., UPGRADINGTHEEXISTING.SIGNAL17 IN I , ODAVENUEINTERSECTIONTO Alt TH[SLPUD INCL LEFT TURN.ARROW SIGNALS FOR THE EASTBOUNDLEFT TURN LANE ON STATEBOAD 60 AND THE ui < PROjECTI5bVtRAGED. YTRIPS,(ADT. 9PUDUPONBUILD HASBEENESTIMATEDI ONS OF APPROVAL. FOR TM,; j ANY USiS�LTHAT, WOULD BE. 1 )FORTH OUT NACCORDANCEWITA PLANS AM CONDIT I PUD. AS A CONDITION OF SOUTHBOUND LEFT TURN LANES ON BLACKWOOD AVENUE. HLY * L _ 'L I L -.1 - L . - , L, ' , I . : . R -l" SINGLE'FAJ PERMTEDL -19X a) EQbiv"l9NTaT*ZOMNG THE ITE TRIP GENERATION MANUAL, STH EDITION AS F ASA SPECIALEXCEM. ON IN &0.2 DISTRICT WILL REQUIRE SPECIAL CEPTION APPR IVAL IN THISPUD, 7- _7jj IN I0 A 21.96 ACRES: HOVVEVE�iEVFNTHOUGHtliEFOLLO.WIN6USESWOIULDNORMALLYBEP A jb_jZONI GD T -'M DEDICATION'OF TRACT 'KI ROAD RIGHT-O&WAY FOR THE coNsTBuCTION OF A FUTURE TWO LANE G 0 cmucroRwAD. 0 PENbS USESSRALLNOT E PERMITT B NlUl AWE 75 LOTS, � lk 'OF Lot TS 75SINGLE-FAMILY HONESr(216) 775 S- 0 ILE SALES (NEW 0 USED),AmUTOMO0iiIE 3ALOTS/A CS 175: APARTMENTS (220) ACONVENIENCE WITH GAS SALES. 0 �-OTHER. 0 FTE IMRSECTION, TURN LANEj RIGHT.0F_WAY DEDI N 081RIPENDS. STATI NS,LpAW"H0PS.:LOk N -S CATION, AND ACaSS MANAGEMENT U 91 IMPROVEMENTS AS SHOWN ONTHE PRELIMINARY SUBDIVISION PLAN. TSIZE :131,5W 11,360 TRP, E, D SFCOMMERCIAL TOTAL PROJECTEDADT a) 33rTtTVL' 'ALL CO MINIMA, M LIVING FLOOR AMA 1,800SY 13,2 TRIP ENDS NIMERCILLOT&WILLBE A MINIMUM OF ONE ACM IN SIZE. ROADWAY IMPROVEMENT PHASING By TRACT c: C) OD . r , , , , , , , , , , L ' , ' r , : ? T "BACKS: 25TEET cr ROADRA-Y TRACT/NAW ROAD IMPRO a) 0 li. kXCgpTASS#kCInCAL O_FTHI SIDE 7-5 FEET WITH S nmw E vnTHm MUMSA SIDESLOPESINTO THE POND. 'VE_Lpp SPROPERTY THE, :44.': st TRACT 'ILI" MONTGOMERY AVENUE opiT 0 ATEAR AM BACK. NORTH EDGE OFTRACTS?'N" AND, a) THE N G uj REAR 30:111EET REQUIREMENTS OVI THE CITY OF OCOEE CODE. MAY HAVE SLOPESrUp TONORTHTERMINUS 0 0 10 TO 3:1. TRACT %2" "W","I,4", AM %5", 25, ET, AR TRACT- "All NORTH B MONTGOMERYAVENUE :RE OUNDARY wEsTEDG9oFTuAcr'L3"TOSOUTH L'45. _L CK c W ERMS,PROVI 10. SANDRESTRICTIONSOF)MORIDAS �WdLE-FAMILY LOTS ABUTTING MONTGOMERY AVENUE SHALL HAVE A 6 -FOOT PVC FENCE WITH BRI tbGEoFTRAcr'!Ll" Lu Wr :(ATBUILDINGSETBAM4 THE CITY OF OCOBEIS SUBJECT TO THET S N TATUTES CHAPT ER ALL AND D2"r TRACT I'M!', BLACKWOOD AVENUE Aj L . r . .. - . I 'r 'L -5 -5 iCEgi THE CITY DI ALL BLACKWOOD AVENUE NORTH OF HEIGHT ON THE ISSUANCE OF BUILDING PERMTS UND41t CERTAINCERCUMST, HASNOLAWM COLUMNSNSTLLED IN A 5 -FOOT. EASEMENT ALONG THAT ROAD. STATE ROAD 50 PLUS INTERSECTION CATIONOF:SUCHSTATELEGISLAnONANDI _H0.OLAGEP()PjU STUDE. �S XEMPT ANY PRIVATE ENTITY, oRrffELF, FjjjDM THE APPLI tROJECTEDSC LATION+(0-50 STUDENTS/LOT) AUTHORffYToF 0 _,0 7 TRAFFICCONTROLWORK NOTHING SHOULDBE: CONSIDERED AS SUCHAN EXEMPTION. TRACT "L3",MONTGOMERY AVENUE 0 EWEsT EDGE OF TRAcr,,L2, To [AIE�"L IMPERVIOUS AREA HEREIN igAVAL S u_ -M -MINIMUM 2.51' DUH WHEN PLANTED) SHALL BE PROVIDED AT AN.AVERAGE OF 50-FOOTINT THE EMT EDGE OFLBLACKWOOD 0 35 No UILDINGCOVERAGE -FAMILYSUBDIV -------- 'ALL . . ....... NTGOMERYAVENUFROMIMNORTHEMEDGEOFTHESINGLE ISION AVENUE,TRACT m THERE SHALL -BE ACCESS FRO THE ANY ROADS EXCEPT AT, SINGLE_FAAHLY NORTH EDGEOF TRACT j'Lp To 0 13 THE W TitACT M PROJECT TO THE "PROVED LOCATIONS YTO BLACKWOOD AVENUE. TREES ADJACENT TO LOTS SHALL -BE. INSTALLED BY THE LOT &TRACT %3", MONTGOMERY AVENUE a- �bW SHALL:INSTALL THE soum EDGE OF TRACT AMA L I r I I . r. �- . I . :. L� C? S14OWN ON THE PLAN, TIME 40 'wommU4 ADJACENTTO TRACT "C", THE MULTI -FAMILY TRACT DEVELOPER TREESATTHE 12., IIwl OPED' PRIVATEGATED 0 �Rkd "C" IS DUEL ASA COMMUNITYff SHALLCOMPLY WITHALL APPLICABLE but PARCEL DEVELOPS. DEVELOPER SHALL INSTALL TRE AREAS HE AM co 'ES IN ALLREMAINING ATT ORANGE MANAGEMENT�SHALL BE PROVIDED FOR C NgITRUCT .0 n!NANM.AMRESOLUnONSWffHRESPECrTOGATEDCOMMUNITIUIN(:LUDINGBUTNOTLIMITEDTO ALLPART OF THE PUDWITHINLAMASTE]19TORM� S WATER r, " r r . ... -2 CITYZ CZ47) , c: ONING 'RTICjk VWi CHAPTER MOF THE ORANGE COUNTY CODE ASWULASAW"ENDMENiSTOTLUTARTICLFTIUT c- 0 sz COMMERCIALAI GAOSSAMA, TORINDIMUAL XD. OFFICEiCOMMkRCIAL THIERETO�ALLRMRENaSINSAIDCOUWYCODECHAMRTOTM'I SHALLBEDBEMED r c: 0 COUNTY t6REftkT6THE,,cffy,t 0 :47. onMMUM 2S,I BE PROVIDED AT AN FOREGOINGINTHEEVENTr ANDLANDSCAPEREQUIREMENTSAMMETNDA tMPS -PLANTED)sHALL AVERAGE.OF 50 -FOOT INTERVALS F04,PURPOSESLOFTMSREQUIREMENT.NOTWITHffANDINGTHE PLAT Fop MAXI BII WHEN Y ADOPTSANLORDINANCE RE Y TS/ACRES GARDING GATED COMMUNMES PRIOR TO APPROVAL OF THE OF THE MULTIL.L]PAAM ' YAREA 'NTAINEDWITHINALLTME E OUTH SIDE. OF THE, NEW ROAD SH THENORTHEASTERN "C" SHALL COMPLY WTHAM SUCH ORD*ANd ADOPTED BYHE CITY." OWNALONG EDGE, D TRACT -FAMILY ONCLUDINGTRAC "C' +TRACT"G2"An D. L 73. EVE OF NT:OF "C', SHALL BE To THEREQUIREMENTS OF THE 0 ROM TOTHE EASTERN EDGE OFTHE PUD. THE MULTI -FAMILY TRACT DEVE OPERSHALL CITY OF OCOEErM Tl ORC6ND6 INSTL DF EL T"K.OYI)WELLINGS TOWNHOUSES V L VEL r 0 MEHAT ADEVELOPS. STAMARDS IN EFFECT ATHE TIME OFLDE opmENT wn.ucr "C!.,' WITH ONE EXCEPTION ' THE -WitL BE 11.0 UNITS/ACRE. THE ACRE TET6TALNUMBEROFDWULING FEESIMPLEEA SMALL ALLOWABLE DENSITY AGE AP LU81VE EASEM9,?ff FOR ACCESSOVER ALL INTERNAL. ROADWAYS AM PAVED AREAS Ijr&.- ", kRPAtUAL, ' . 11 USED TO CALCULA _N4XC "&ANI)TRACT" 0 ED LL'YN�LUDE�f_�7 Ror SF OFOCOEE AND OTHERAPPLICABLE AUTHORITIES FORLAWENP RCE*NT� i�4 ADWA TRAC K ALL BUILDING PADELEVATION ALL EXCEED THE' lWY-EAR FLOOD ELEVATION Y AMINIMUM OF 0 NE: F06T M FRONT (XSTORY) ET 14 ALL RE TO TRACT ISHALL REFER COLLECTIVELY To TRACTS 'ILI" _S ENGINEER FERENCES AL _OF-WAYSEXC 49� TLON' ITEUTILITIE, _,AS THOSELLOCATEDWITMNINT19RNALANDADJOINING LbDING -D", SHALL REFER.COLLE LY TO. TRACTS "Dl "'AND "IlIl". ALL"FEREN TOTRACT' tIVEi 6 r r ': . OrITIDT. MCLUDINGBUT'NOTLIMFrEDto THE DECLARATION OF EASEMENT.S,:COVENANTrL CTIVE N"r CROPIM � �C ALL TO TRACT,"G!% SHALL REFER COLLECTIVELY TO TRACT A" �.'GV'. AL tum PRUCED1 STREET, AND MONT NORTH OF THE DIN L GHEIGHT 3 STORIESL 35r SANDr L ALL RtPEREN M -S TO TRACT I'll" SHALL REFER COLtECIM mAximum I; -PiSTIUCT161�SASSOaA�l;NDOtt*NTS DEEDS A YTOAHOMEOWNERISASSOCIATIONOR LYTOTR&CTS," PROJECTED SCHOOL AGE POPULATION (0.15STMENT/UNIT) 45STUDENTS CONVEYING, P OPERT OUNDARYSHALL BEAACE6BELOW GROUND. -A- THE SOUTHERN BOUNDARY OF LOTS I THRU 7 SHALL BE CONSIDERED THE RONALD HEVA 11,11.E., FL RFG. 4836 PROPERTY OW&ERISASSOCIATION SHALLBEAPPROVEDBYTHE CITYPRIORTO PLAT APPROVALAND SHALL COMPLY: Wr I IWERVIoU AREA 7. 0 6/o., L 0 T :75. nnN TRACT. FRONTrSIDE THE OLBE ACCESSRIGH WITH ALL ORDINANCES OF THE CITYL T OWNEDANDMAINTAINED THE HOMEOWNERSASSOCIATION SHALL BECONVEYED HRU 7TO GENEVASTREET SHALL DEDEDICkIEDTOTHE CITtTHEACCESS RIGHTS FOR IN EFFECT AT THE TIME OF RECORDING OF ANY SUCHINSTRUMENT. $0. AL.171ACtS WHICH ARE T TSVORLOTSIT ZUILDING�C OVERAGE 40%.LOT:i . ''. 'Lo � WNE'; . - I I L I I 'HEC T& A Sr By WARRANTY DEED AT LOTS V, #TOCAtIFORNINAVENUE SHALL BE DDICATEDTOTimcffy. WffmNTRACr -B-,.THE ACCESS RIGHTS DESIGN DRAFT K H,, ME0 R ASSOCIATION THETIMELOFPLATTING. SHALL FOR LOT 58 TO BLUE SPRUCE DEW BE DEDICATED TOTHE CITY. 17. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIESr RELATED TO THE- % PROMPTILYL RMH C. COMMERCIAL AREA: t_T'SHALj_,rBt IF45. AlO'UTILITYgA§EMENTSHALLBEPROVIDEDALONGTHESTATEROADSOFRONTAGEOFTHE OCOEE COMMONS PUD 51. THE DEVELOPER SHALL DEDICATE AND CONVEY TO THECITY TRACTS 11011 AND 'IN" ( V F PROM CONSERVATIONAREAS) WITHIN NT I U REPAIREDBYTHE DEVELOPERTOTHEAPPLICABLE GOVERNMENT STANDARDSATTHE PROPERTY By L THE DEVELOPER. THE DEVELOPER AGREES TO RECORD SEPARATE ELECTRICYOWER EASEMENTS -ZONING C-2, COMMUNITY COMMERCIAL DISTRICT FOR THE SAM CITY DEVE 'jjS�SL OLE COST AM F: REQUEST j6, EXPENSE. Sg E BY, THE CITY BUT IN NO EVENT TRIOR TO 'THE FIRSTTLAT TO BE 11.5 N�ff(6 DAYS a. PROJECT NO. ACRES 0) AA.EA -ONG THAT FRONTAGE. THE NEW POWER EASEMENTS WILL BE DEDICATED10 THE SERVICE PROVIDE D FOR THE PROPERTY AND IN NO EVENT LATERTHANTRACr 'ILI' BEING DEDICATED 0 LINES AL R. AA'ErA o lbtHE, ' � r ' R CONVEYED TO THE 1 11 AN]6� 01054 IsT FL WILDING AREA) 110 660 SF I_R: PROG ENERGY' WILL BE DESIGNED TO CONTAIN UNDERGROUND ELECTRIC SERVICE TO PUD TRACTS G ORB $_ 'ORPROPERTYOWNERSASSOC ANDTHEWEST 1 18. AMASTEP.ASSOCIATIONORONEORMORIEHOMEOWNERISASSO IATIONS C "W'. AND "0" SHALL CONTAIN ALL WETLAND AREAS AND ALL AREASL BELOW THE JJWYEAR PROFESSIONALCENTE THEWESTORANGEPROFESSIONAL PO S LE CIATIONS . ITY. TRACTSr ORANGE R. . CENTERSHALLBERES N 1B Nq� GEDBYFROG S ENERGYj INC. TO,UP E E LEC FLOOD ELEVATION, FOR PAYMENT OFTHEIR PRO -RATA SHARE OF COSTS C A r 0'(.FW_) COMMONLARE CHAR RES GRAD M OOR ONLY 21.'2% DATE AM CREATEWFOR MAINTENANCE AM A"rFACMITI S,UNL_E AS WELL AS THE 215 -FOOT UPLAND BUMR AREA ADJOINING THE MENO BACKFILLING OR AOUI.LPING n ORS) MANAGEMENT OF AL ARL AS E SS OTHERWISE TL A ALL S SERVICE 'ROM OVERHEAD TO UNDERGROUND FACIL'TWS. r GROSS 131,500 SF , TIME OF R Co GRADING FORLOTSi. RETENTION PONDS, OR ROADS IS ALLOWED WITHIN THE 251 BUMR. i r r NOTED AND HALL COMPLY WITH ALL ORDINANCES OF THE CITY IN EMCT AT THE E RD NG:0YARjr THE ONLY rNAGE T LS Y 0/ MP: &F, OCTOBER, 2001 ...... ]kUN -RIGMTOUTDRIVEWAYANDRIGF r ITTURNLANEIMPROVEMENTS TTEDWITEIINTHEBUFTERISANENVIRONMEENTAL.SWALETOcOLLEcrsToRMWATER 77 THEI�tVEI;OPERAGRMTOCONSTRUCrARIGUrIN SUCH INSTRUMENT. CONSTRUCTIONPERI L . j . . r L I L ? AT STATE ROAD 50 CONCURRENT WITH THE DEVELOPMENT OFTRACT -LQ-. DEVELOPER ALSO AGREES To CONSTRUCT FROM SLOPE& SCALE ArRIGfiT IN ONLYDRIVEWAY AND RIGHT TURN LANE IMPROVEMENTS CONCURRENT WITHTHEDE OPMENT 0 VEL IL 19. Ar Copy THE SUBDI SIN PLAN SHALL BE AVAILABLE FOR REVIEW By PROSPECTIV EITHER ALL BE CO . NSISTENTWITHTHEACCES POINTS OF. "TER EBbYERS INLL .,TRACr"])J","D2,!,Lol�MACr"Q".DIUVWAYI�OCATIONSSH S NONE SALE,oMC AS DELINEAl!D ON PUDLANDUSEPLANSUBJECrTOFDOTAPPROVALAMALLWORKWffRWTIMrSTATE AD RESIDENTIAL S ES �501UGHT FWAYS;M Ro _0 COMPLY WITH MOT SPECIFICATIONSANDYEMT REQUHtEMENTS. 2 OF 19 ..�''... m�-4x Z�ti MATCH LINE A �n 4" 11 I � a MATCH LINE A z LEGEND Z D r „� ,i- sa r fi / , �7 v r f. "01n• la y' 0) _ -€ %1 ``", �` -- _ fix rr•"` �."f - /,. r' "•,, ' `' }F t` ;:` E r' _ ....... 1.1 f 42 •\ �q - BB - BOTTOM OF BANK X F �w - �o. 1 1.1 BC CK OF C ri - - t! "t.3`' ,y."", .r-' . "'�r. r .Ir`,, .j ,,,y . �,F � -... i[fy, *. _ t� '�.•) 4� - `'� .'�, -rE - '., `\ '\„ (:. `� ', _. URB ` ra v -z z O { , w • f ,f. ;�, 1028 `• \ ,-eee� Z BENCHMARK vro - L h - ~` .� _ Y215 >,r �'' \ 1, 1 \111 \\ k€-s�°rf PP � BM 12$'` 27 1, 11 3 — 9` V BPC - BURIED P '1 - x,4,_,1 r -td-; i j �< ,,, '`. - r f' �_ •' r`„'" J''' „r''•`' -�`� `-' �`"• c- •'`'4 • \• rr "s "', s'` 114 ',� k L LI ® OWER CABLE ' .z:.•. - a , I -, ' £' "" r + 1 �.;, r' r-' .r>' " r r'` ' .rr' /r<F .s' .,..; `t ' h. 5 S r '� '`e „ J E F u r s' 4 r \,�� - CALCULATEcnD Asx .-a'iI; t E,.. ,,� t.,,,: .,'•.,. 11.,. •-'" �'"'� s•" -r .r''- r'" r d`y ",,, yr"" ,..r'' ter' -,.` `'•< �'``,, .',,.. ,<: -.t''. _; "" ,>e U ® QUI CAlC C ,xt,o , ¢ "\., ,.� ,r .•- "r•r'" `\< 11 �I'♦j `+ .7 - CALCULATED & MEAS `� z, # E `s tis r `l ' f .,-- - '"`' °` s w_�� IN \ �1 ' 1 j g ,qty � IJV { 1 �;-", S C&M CALC URE L y 3r' ° \ '� •. r r -- '` , ' Z ti 1 �.5 r -CENTRAL ANGLE: I r` ty : ,\ y `, s ' \ r ' . ` t" r f r 1214 "r \ '' f ti � ,: - , '�' Y", ` s a � 1`t \ ■�. F- CBW - CONCRETE BLOCK WALL , E FLUME _ 11 , POA r» 1 1 s' . (? , ✓'> r ' ... f 1 0 s` - y .F 1 144 -71 3 `` \ , : .4; 0 1138 i `28 j �> CF - CONCRETE d T j �- - t ) .-•'' r r' r £.r' �' y . ' r ' o : f, - .a o ✓ £ - \ �# .: i�ai ; 1 1`LO � CHW -CON 118"� 11 � EOD wA .yl�.--, t .,y r� "`',. 3 h+ t %,..- f,r s,, ,,'fi �,r ,r" _ �,,• r•F*.:'`1._: •.. ,.a /'•' _ .yt �.�` �.../'� /.,- "'' `•,,� '`-,\, y ""rr, `•, .tom .,,w ``. — �\ - CRETE H L! w�^ t f` _ / / d 141 ;..;'.r . CLF LIN i ! / ✓" 1029, t": „ °% /CL a 1 143"f 1 t'"L+S*� \, t \s € - CHAIN K FENCE Cs / r r - .x r < . -1 139 `., a. \ CENTERLINE i " . . `� O ' , _ 4 s 1 r .,, .- . /` / r , i, ' . f .... .,.A 1136 ,. 4 \ \.11 1 �'- U _ O 1 O, , ;y CM CDNCRETE MONUMENT EXIST. 30" RCP p �z - 3i r' I a ? ,'* ', w 1 . ' / '` � ro r •. ",• .,� - eJ _ �� c� < c7 I € �£ •} € s t % y -' ; ' z 1 ee CMP CORRUGATED METAL PIPE L.,- 11 1-5.4 '- `4. t ; t („v �' i 1 � . s 4 ` r "1213. f ''» f s' y, . - _ =',. 1- � \ '1<12 s''N ` ` 3 • � _ Z P ?F € � ,\ v t f / t ,. t / ♦ !' 11 145 = 'r 1 1\ti \:.... ' } Z CO CLEAN OUT C.i ` 9 E ts' \ a # r I A i _ / Y,,' .�` /` .rr," .r' _� //1�r1 r f.� •,..,,'.'`„� ` 4, i,": '""`"�," -,.w1 13B`^••ioi \ �,\ y .,''•� ®t 1,.3/q■ -O \ y r�.,,'4 S '3 \ E i ./ I i ,•'"•,- y •" is t, .•'- ""`'-"� .F" '-' ® � r.r >' V / , -t, ^i; . `"I'D .',, " `•-„>T ".,c�', ,rs.: 't_':..':'�.'! E `y � Y I (:DN(. CONCRETE �_ SW I i ! r o S / /' S y3 f , �Y x ✓ } e ti 4 v;.. �3 : C<'` 1 1`22 ._ y� EXIST. MES ACE o i € \ r / / , J �' ft" '` !: - '' l J ^r 3 w,. t- , �' �ee COVD -COVERED I- C_.�. INV = 109.22' ®' 1 € 1 ( 1 , ! } _ '� \ / f t� / t / 1 -'` ,-' 1 �� '�, \ ,, .,, 3 `w ' ~11 4 \ i *, 1 7 3a, ,, I1' CP -CONCRETE PAD ` b e, r,... : - �,, �' s I ,� € € / - � / - , e-' L- Z F� ,, ®� ..� `� . - Y,� \ 2 ; ": V� CW - CONCRETE WALKWAY C'� "F' _ t_... p i _ I- � # j 1 I f 4,) u / ' / r +K/ \S t' -, fs ■ ■ u' r ,>`0 r r'' � 5 4 r \ Z - N 88'51'17 W 11"1< 114 `� �� • �, , No 34 t ¢ 1 N f / ! it 'F `>;,,� S ! r` F '^� \. },• ^ 1 .,! sti.v '`\ s''' i - \ '� r DRAINAGE EASEMENT CL' e� `. wA C� °.'•.� % x 1 r f t € r v fr' f r,: � , r ® r C r ' V J `W' g�� tom : p i �' ®y r�� Tv D&M -DEED/DESC &MEASURED ,� ,I C OIr ! f 3 E I' f f 1 : -19 / r� v " / 1,�• ',.• ` "— .0 / F� �.� r I`� .." r - .,. W � _' h � � 1 1 6 ,, k,• ..- `,4 �,, ,1 f70 �+, i i 1.� V J y DESC - ON 1 �s EXIST. CURB INLET ® % x � "` ! f f' ► / / / ,/ "!� r -F '`'~~ r y " ��'� ' s.., 'k �47f` J + Dp - DESCRIPTION C€::. LL..Pi � U., TOP 114.70" w. �t - A a I 1 r , / _ -� r y. - ,,., '` � $.7 \ � DW - W W C7 I 3 ! / 3 x o r "."".r r p� , 1 . M1 `~ 4 4 '�U i•...`s �, 11 r '. o ®a/ DUMPSTER c 0 NW INV = 109.83 > �4 t/ /� .`, I ' t qtr=. I f 5a `"+ F r� v, 11 11�f1:•.. s j W DRIVEWAY i7 i ' ( r' I € ' i 1,, / ,a „n«:' ,r••'- d .f / f" ", B9 . '"•, '*""�,,,1 DO ` ; '\ \ i•+ S, ` \ 6 , (%1 (_n • �� ca ';, m I -1 t# f I 1 r O I f 1 t 7_ �,> , \ W � - ELECTRIC METER SE INV = 110.33 i / I P r /' /� ` F j s € € 8 } # r -' N ( M - _..,...... " ^ , • 0 - N 0.° - \ '� ,t4 \ ` ' 1 i'5 �. 110 E8 ELECTRICAL BOX -V SW INV 110.10' z.{� t ;E d F �` /Ii/ yr F42A 18 } ;r SV.2 ie" a f/� � f r f1.�e � // t � r � r'` ^8._..._— V� R� \! EXIST. 24" RCP °:1{0 #Z / t 11 1. � € 1 1 1 I s 5 ' � �gT � r ® 'e �,. (� � �� \' \ 4 � � ,• � t� � ` � � "iJ ® ESMT - EASEMENT W W CD .�{p[ �f'`� �/ r 1 , i a [ ti , j " W r' �' /�,� I - ,.,. _..... ___ �R \` �~ �i, f'L/ �' r� -- y,.: J.'"•`• b:• it] 1.V33;� .t!� �'- fr/ E 'i ` t i € I i € i E I 2 S �•s/' ^/ F ! ' !�� si` ,f' 0 ( r `F t: sq_.._..._ 4 rn ``•,. '+,� ,..� ,^ ..,,; \ ` `, , ; : +s 's W E/P _ EDGE OF PAVEMENT c+1 SITE BENCHMARK # 2 ="�.< M r C;: f' /� / / 1 E ; E €• ,` 1 r '-6s �» a t j-�J ® "w z 1 l } 1 FFE FINISHED FLOOR ELEV. "BOX CUT ON INLET m Vis .,. >� .4 t / ` , i t �a ; I 1 1 1 ? / 1 y� //g�// - �jH -FIRE HYDRANT r� ELEVATION = 115.20' '_� , ; € a ' `� / '/ [ ati -v ( I I € €, ,`' 1212 , �' `� y� `", W 85 ' ` : <. - t s. 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E AN SY F#S Td R r# •a— ^d3mx 1 M,., :..., 9 Z ............. ..: ...+.,*s:.tn:,•wx,3.•. a,n ..,..,....., 1>.F>u -4 �'a;ty ''sC,.':�i"s ...... —-1 ..... ,.. ,, ' BENCIiMAR . - «.....M., 12 �� € 1. >>,:, �/� "m wQ o.. µ 1 t' , - cs Ij C JJ e,� t z v « w� W - s . _ . g a ._ - 1 �9 9 , j�% . ^V �j e %�,/� ..,..,,..». m,.,.-._,, ...,,,.,, T E y ' 1 �� Y - 0 ?x rn ,k, �, , f/.�/m - •. D4� 16'l 80X CUT ON CURB 1L�,E¢ i2 0 5�/ :�1 m _ - - — — — "— '» �'�~-�....m w 'rx� E- WWFJ _" 129 'n ,» ..,».-.---,.-."...�....,. "",.....«..�-«,".,........,�",,,..,,,..,,�.�..... w. k -f _ 1R'. Id's" M '11 j. ■�■ LL- a -------------- -� -- - _-- � m. __."._ c_s -SWALE 1 /sa_ t. ., ; �• z ' :> .,., 121 v: _ ` - - - - - - -- - -8Bt,w 1"P,u 3 12 •>t? 1 g. ` f3ke >- . I 3- JA — ' %' _ z: 1 s:, TB ---1 c.... — .z S ?P7, 3 'ism �. ._ t ;9 n .................ten '1�kgI "F —EOG Ut _ '_ _ �C = �iT: ---FOC " -�� _FOC — _—� e"`. �- _ '� T ?2 .�rN EXIST. CURB INLET` ° �'/ ° f' -- � — — — — sz ` - °C FOC roc Foc roc Foc 1 / � 5'CW 7:" 3 } T psi . c� TOP = 127.65 i 1 ,a '><. 1 isf,.s9 �> <aF .,� 1 7"715 EXIST. MES €fi". It t — �6�?. SW !NV = 124A2' I"� ' I It �`r,n - ,• 3.4' CURB :4 &GUTTER %11"--• f s6.� €" { tr INV 123.82' 'f ` 5'CW 1<T EXIST. CURB INLET SIGN E :� � � • t t STA T� ROA _D NO. S® COL01�I�4L .0.1�I V150 i TOP = 125.t8' ,<WALMART' -"' 1 1 OO. in''<. / v^ , I r s O k /� E INV = 119.77' (24" RCP) I, C o rr- ro N W INV = 1 t 9.81 ' (18" RCP) EXIST. STORM MH ,I j>,>�_, 3� azv o €i " TOP = 126 97' I .I tap O NE INV = t 22.60'1 27> Y; I I II t E I t4 rn O1 �� `� w .", I 1 r I � �'"_ to 'm . i 1I4I rr r i I 1 C) I DRAFT ' CHECK RMH Iv N !/ �9 CD S✓ NO 'I NI m w uj QD q I �-- WIei 0) W 0 UJ 0 T' co Ir - :i1ti P - C0 _ ( � j V d I Wt� of ui w 0 (.) .E O 1e I N I •, �Q ENGINEER T- --�4�r+� �d az-�,v_v RONALD HENSO II PE, r_. RMC. N0,3= DESIGN DRAFT ' CHECK RMH DDG. - I_ w CD S✓ NO 'I 01054—CLEARING c -V c 2001 � _ 6 0, jo 0) a z n. - C0 0 0 Wt� at N W CV (.) .E O 1e C'7 N •, �Q 1— V)Q _ c W I"_ n .N O • 0:� N -0 1-1 . C U 0 •c = T h � I LL (D � W< ®C= U = in oi3O W� ED0 0 it: '0) O ,O rn U) tV CN a V) c- c: C O N ,O V Z x Otn M0 a U CYJ o d Ill s 0) O M c -2 co • m O E a :: O C/? UL c 0 IL ENGINEER T- --�4�r+� �d az-�,v_v RONALD HENSO II PE, r_. RMC. N0,3= DESIGN DRAFT ' CHECK RMH DDG. - I_ PROJECT NO. 01054—CLEARING DATIOCTOBER, 2001 SCALE 1 t9 _ 6 0, SHEET 3A OF 19 W \ 89.18'55" E (:� 434.36' PLAT 77- [jyj LA, ' EMIR• ►� ■: 4l1l W NOTES: 1. CONTRACTOR TO INSTALL TEMPORARY 5' HIGH CHAIN LINK FENCE OR POST & RAIL FENCE AROUND TRACTS "N" AND "0" PRIOR TO BEGINNING CLEARING OR ANY OTHER FORMS OF CONSTRUCTION ONSITE. FENCE TO BE MAINTAINED THROUGHOUT CONSTRUCTION AND REMOVED AFTER ALL CONSTRUCTION HAS BEEN COMPLETED. NO STORAGE, STOCK PILES OR MOVEMENT OF EQUIPMENT AND MATERIAL SHALL OCCUR WITHIN THESE TRACTS. 2. INSTALL SILT FENCE AFTER THE TEMPORARY FENCING IN INSTALLED. SILT FENCE TO BE ON THE UPLAND SIDE OF THE FENCING TO ALLOW MAINTAINENCE. 3. DURING REMOVAL AND SUBSEQUENT CONSTRUCTION OF THE CULVERT UNDER MONTGOMERY AVENUE EXTENSION, TURBIDITY CURTAINS SHALL BE USED WITHIN THE EXISTING CREEK AREA MAINTAIN THROUGHOUT CONSTRUCTION & REMOVE AFTER ALL CONSTRUCTION IS COMPLETE AND APPROVED BY CITY, SJRWMD AND THE ENGINEER. 4. CONTRACTOR TO MAINTAIN THE EXISTING CREEK'S FLOW THROUGHOUT CONSTRUCTION. 5. EXISTING TREES MARKED TO BE PRESERVED SHALL BE BARRICADED AND PRESERVED THROUGHTOUT CONSTRUCTION. Optional Post Positions 200+ Principle Post Position (Canted 20 Toward Flow) Wood 2 1/2" Min. D. Wood 2" x 4" Oak 1 1/2" x 1 1/2" Steel 1.33 Lbs/Ft. Min. L O O M SECTION 6' Max. ter Fabric -YPE III SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS Filter Fabric ( In Conformance with Sec. 985 FDOT Spec.) SILTF_- W :.:.:..:...:..:.:.<:.,.,.:.:.......:.: :_- :.: TYPEIII SILT FENCE fi..: _+ =CO----'-�--�r-'t------�...................._......_-� s t NOTE. Li LJ SPACING FOR TYPE 111 FENCE TO BE IN ELEVATION ACCORDANCE WITH CHART I, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE TYPE III SILT FENCE STRUCTURES SHEET 2 OF 3. Note: Silt Fence to be paid for under the contract unit price for staked Silt Fence ( LF ). EROSION CONTROL DETAIL (FDOT INDEX #102) EROSION AND SEDIMENT CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE`. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 6. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 7. PERIODIC .INSPECTION AND 'MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVEL- OPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 8. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE -WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MATCH LINE B C1 C2 C3 C4 C5 C7 C8 C -O 'z e U) € 03L C O O M � rn O M v � � v i 0 o LEGEND BB - BOTTOM OF BANK.� BC - BACK OF CURB s, BM - BENCHMARK BPC - BURIED POWER CABLE Cn CALC - CALCULATED C&M - CALCULATED & MEASURE,' d - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CF - CONCRETE FLUME�'-J �. CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE W t CENTERLINE M . CM - CONCRETE MONUMENT M 8) CMP - CORRUGATED METAL PIPE 0 C CO -CLEAN OUT O z U � ,.� C, CONC - CONCRETE y-�.• COVD - COVERED i- CP - CONCRETE PAD 5 U C. CW - CONCRETE WALKWAY Li! "�V DE - DRAINAGE EASEMENT (r of � �. D&M - DEED/DESC & MEASURED L a ar� i�� DESC - DESCRIPTION CL CLDI, - DUMPSTER W W DW - DRIVEWAY <M> - ELECTRIC METER W W EB - ELECTRICAL BOX ESMT - EASEMENT ir W E/P - EDGE OF PAVEMENT t FFE - FINISHED FLOOR ELEV. H- FIRE HYDRANT "a L - FLOW LINE 0 F G- - FOUND UNE N 0 1 - GAS METER \ I\� } ?- - GUY WIRE ANCHOR a - HANDICAP PARKING HCR - HANDICAP RAMP INV - INVERT ELEVATION IP - IRON PIPE O IR - IRON ROD �. (L ARC LENGTH ` LP - LIGHT POLE LSA - LANDSCAPED AREA MEAS - MEASURED O - MITERED END SECTION 0 - MANHOLE O Q - MONITORING WELL N&D - NAIL & DISK p "fit O OHE - OVERHEAD ELECTRIC U_ OL - ON LINE ORB - OFFICIAL RECORDS BOOK � PG PLAT �^ O P - POINT OF CURVATURE Q O PEP - PER ENGINEERING INTERSECTION PLANS W I O PJ -POINT OF INTERSECTION W POB - POINT OF BEGINNING �' O Q� POC - POINT OF COMMENCEMENT Q4 PP - POWER POLE PS - PARKING SPACES PT - POINT OF TANGENCY PVC -PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONC. PIPE O R/W - RIGHT OF WAY SAN - SANITARY LINE SN - SIGN 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE STMH - STORM MANHOLE z ❑ - STORM INLET Q TO - TOP OF BANK TP - TRAFFIC POLE --) -"- - TRAFFIC SIGN Q TR - TELEPHONE RISER TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER 0 TYP - TYPICAL z UE - UTILITY EASEMENT UNTL - UNDERGROUND TELEPHONE -W- - WATER LINE WF - WOOD FENCE Q -®- - WATER METER LLI - WATER VALVE U (zoo C o Aftlo O BLACKWELL AVENUE EXISTING RIGHT-OF-WAY TREE CHART 1285 - GEOMETRY 1287 - 18" PINE a U 1289 - 12" OAK 0 1 194 - 4-8" GUM 1 144 - 14" CHERRY 1022 - 3-20" OAK 1091 - 14" OAK 1 195 1196 - 4-12" OAK - 8=8" CHERRY 1 145 - 1146 - 2-12" GUM 10" OAK 1027 - 2-30" OAK 1092 - 24" OAK 1 198 - 2-12" OAK 1 147 - 10" OAK 1028 - 2-12" GUM 1093 - 12" OAK 1 199 c CURVE • 1029 - 1033 8" OAK 1095 - 4-8" OAK • 1200 - 7-8" WILLOW LINE CHART • - 10-8" WILLOW CENTRAL 20" OAK ARC - 16" OAK 1150 - CHORD 1034 - 1035 CHORD 1097 - 2-10" WILLOW 1202 - 8" WILLOW 1 151 - (, 44 ANGLE RADIUS LENGTH • - 14" GUM • 2-8" WILLOW DISTANCE . 1099 - 16" OAK 1206 - 8" WILLOW CD O 53°57'15" ,> 275.00' 258.96' 139.98' S 30°06'38" E 249.50' 11 S 86°51'59" W _. z • 32°30 38 246.00 139.58 71.73 S 40°49 57 E o LEGEND BB - BOTTOM OF BANK.� BC - BACK OF CURB s, BM - BENCHMARK BPC - BURIED POWER CABLE Cn CALC - CALCULATED C&M - CALCULATED & MEASURE,' d - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CF - CONCRETE FLUME�'-J �. CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE W t CENTERLINE M . CM - CONCRETE MONUMENT M 8) CMP - CORRUGATED METAL PIPE 0 C CO -CLEAN OUT O z U � ,.� C, CONC - CONCRETE y-�.• COVD - COVERED i- CP - CONCRETE PAD 5 U C. CW - CONCRETE WALKWAY Li! "�V DE - DRAINAGE EASEMENT (r of � �. D&M - DEED/DESC & MEASURED L a ar� i�� DESC - DESCRIPTION CL CLDI, - DUMPSTER W W DW - DRIVEWAY <M> - ELECTRIC METER W W EB - ELECTRICAL BOX ESMT - EASEMENT ir W E/P - EDGE OF PAVEMENT t FFE - FINISHED FLOOR ELEV. H- FIRE HYDRANT "a L - FLOW LINE 0 F G- - FOUND UNE N 0 1 - GAS METER \ I\� } ?- - GUY WIRE ANCHOR a - HANDICAP PARKING HCR - HANDICAP RAMP INV - INVERT ELEVATION IP - IRON PIPE O IR - IRON ROD �. (L ARC LENGTH ` LP - LIGHT POLE LSA - LANDSCAPED AREA MEAS - MEASURED O - MITERED END SECTION 0 - MANHOLE O Q - MONITORING WELL N&D - NAIL & DISK p "fit O OHE - OVERHEAD ELECTRIC U_ OL - ON LINE ORB - OFFICIAL RECORDS BOOK � PG PLAT �^ O P - POINT OF CURVATURE Q O PEP - PER ENGINEERING INTERSECTION PLANS W I O PJ -POINT OF INTERSECTION W POB - POINT OF BEGINNING �' O Q� POC - POINT OF COMMENCEMENT Q4 PP - POWER POLE PS - PARKING SPACES PT - POINT OF TANGENCY PVC -PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONC. PIPE O R/W - RIGHT OF WAY SAN - SANITARY LINE SN - SIGN 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE STMH - STORM MANHOLE z ❑ - STORM INLET Q TO - TOP OF BANK TP - TRAFFIC POLE --) -"- - TRAFFIC SIGN Q TR - TELEPHONE RISER TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER 0 TYP - TYPICAL z UE - UTILITY EASEMENT UNTL - UNDERGROUND TELEPHONE -W- - WATER LINE WF - WOOD FENCE Q -®- - WATER METER LLI - WATER VALVE U (zoo C o Aftlo O BLACKWELL AVENUE EXISTING RIGHT-OF-WAY TREE CHART 1285 - GEOMETRY 1287 - 18" PINE a U 1289 - 12" OAK 1290 - 1 194 - 4-8" GUM 1 144 - 14" CHERRY 1022 - 3-20" OAK 1091 - 14" OAK 1 195 1196 - 4-12" OAK - 8=8" CHERRY 1 145 - 1146 - 2-12" GUM 10" OAK 1027 - 2-30" OAK 1092 - 24" OAK 1 198 - 2-12" OAK 1 147 - 10" OAK 1028 - 2-12" GUM 1093 - 12" OAK 1 199 - 5-8" WILLOW CURVE CHARTO 1029 - 1033 8" OAK 1095 - 4-8" OAK • 1200 - 7-8" WILLOW LINE CHART 8" WILLOW - 10-8" WILLOW CENTRAL 20" OAK ARC - 16" OAK 1150 - CHORD 1034 - 1035 CHORD 1097 - 2-10" WILLOW 1202 - 8" WILLOW 1 151 - (, 44 ANGLE RADIUS LENGTH TANGENT - 14" GUM BEARING 2-8" WILLOW DISTANCE 12" WILLOW 1099 - 16" OAK 1206 - 8" WILLOW CD O 53°57'15" ,> 275.00' 258.96' 139.98' S 30°06'38" E 249.50' L1 S 86°51'59" W 150.00' z 1 155 - 32°30 38 246.00 139.58 71.73 S 40°49 57 E 137.72 L2 S 03'08'0 1 E , 41.14 1210 - 3-14" GUM 21°26'38" 246.00' 92.07' 46.58' S 13°51'20" E 91.53' L3 S 86°51'59" W 93.09' 30" TREE 21" OAK 1213 1214 90°00'00" 90°00 00 „ 25.00' 25.00 39.27' 39.27 25.00' 25.00 S S 41°51'59" 48°08 01 W E 35.36' 35.36 L4 L5 N S 86°51'59" 03°08 01 E E 94.00' 150.33 X W 50" OAK 2-8" OAK 90° 11'0 1 , 25.00 39.35 25.08 S 45°27 16 „-7,„ W 5 41 L6 N 45°02 42 18" OAK 2-8" OAK , 24" OAK 24" OAK 1161 _ 1 162 E 30.00 23° 14'58" 318.00' 129.04' 65.42' N 45°27'47" W 128.15' L7 N 46°52'21 " W 33.29' 1 1 °07'00" 318.00' 61.70' 30.95' N 39°2348" W - 61.60' L8 S 44'30'16" W 30.60' 1284 - TREE CHART 1285 - 24" PINE 1287 - 18" PINE 1288 - 15" OAK 1289 - 12" OAK 1290 - 1 194 - 4-8" GUM 1 144 - 14" CHERRY 1022 - 3-20" OAK 1091 - 14" OAK 1 195 1196 - 4-12" OAK - 8=8" CHERRY 1 145 - 1146 - 2-12" GUM 10" OAK 1027 - 2-30" OAK 1092 - 24" OAK 1 198 - 2-12" OAK 1 147 - 10" OAK 1028 - 2-12" GUM 1093 - 12" OAK 1 199 - 5-8" WILLOW 1 148 - 12" WILLOW 1029 - 1033 8" OAK 1095 - 4-8" OAK • 1200 - 7-8" WILLOW 1 149 - 8" WILLOW - 10-8" WILLOW 1096 - 20" OAK 1201 - 16" OAK 1150 - 6-8" WILLOW 1034 - 1035 5-8" OAK 1097 - 2-10" WILLOW 1202 - 8" WILLOW 1 151 - 3-10" WILLOW - 2-10" WILLOW 1098 - 2-20" OAKS 1205 - 14" GUM 1152 - 2-8" WILLOW 1036 - 12" WILLOW 1099 - 16" OAK 1206 - 8" WILLOW 1153 - 5-8" WILLOW 1037 - 12" WILLOW 1 100 - 2-18" OAKS 1207 - 4-12" WILLOW 1 154 - 2-12" WILLOW 1038 - 14" WILLOW 1 101 - 12" OAK 1208 - 3-14" OAK 1 155 - 14" WILLOW 1039 - 48" OAK 1 102 - 30" OAK 1209 - 16" OAK 1156 - 2-10" WILLOW 1040 - 14" OAK 1 103 - 12" OAK 1210 - 3-14" GUM 1157 - 8" GUM 1041 - 54" OAK 1104 - 4-24" OAKS 1212 - 12" GUM 1158 - 8" GUM 1042 - 1043 - 14" OAK 10" OAK 1 105 - 1106 - 30" TREE 21" OAK 1213 1214 - 12" GUM - 10" OAK 1 159 - 1160 5-10" WILLOW 10" 1044 - 8" OAK 1107 - 12" OAK 1215 - 2-14" GUM - 1217 - OAK 14" OAK 1046 - 1049 - 15" OAK 36" OAK 1 108 - 1109 - 50" OAK 2-8" OAK 1 1 10 1111 - 3-10" WILLOW 1218 - 2-10" OAK 1050 - 24" OAK 1110 - 30" OAK 1112 - - 8" OAK 8" CHERRY 1219 - 1220 - 18" OAK 2-8" OAK 1051 - 1052 - 24" OAK 24" OAK 1161 _ 1 162 8" OAK 1113 - 2-8" WILLOW 1221 - 12" OAK 1053 - 26" OAK - 1 164 - 4-12" WILLOW 12" OAK 1114 - 1 1 15 - 10" OAK 10" OAK 1222 - 1225 - 10" OAK 2-14" WILLOW 1058 - 1059 30" OAK 70" OAK 1 165 - 4-10" WILLOW 1 1 16 - 2-8" OAK 1226 - 2-8" WILLOW - 1065 - 3-10" GUM 1 166 - 1 167 - 12" CHERRY 3-8" WILLOW 1 1 17 - 1118 - 2-12" OAK ' 4-8" WILLOW 1227 - 1241 - 4-8" WILLOW 8" OAK 1066 - 1067 - 36" OAK 12" OAK 1168 -14" WILLOW 1119 - 10" WILLOW 1244 - 24" PINE 1068 - 10" GUM 1 169 - 1170 - 2-12" CHERRY 10" CHERRY 1 120 - 1121 - 2-8" OAK 3-8" WILLOW 1245 - 1246 - 12" OAK 10" OAK 1069 - 1070 4-8" WILLOW 6-8" 1171 - 3-8" CHERRY 1122 - 4-8" WILLOW 1247 - 12" OAK - 1071 - WILLOW 3-15" OAK 1 172 - 1 173 - 10" OAK 4-12" WILLOW 1 123 - 1 124 - 10" WILLOW 12" OAK 1248 - 1249 - 2-12" GUM 24" OAK 1072 - 1073 - 26" OAK 26" OAK 1 174 - 2-12" CHERRY 1 125 - 10" WILLOW 1252 - 4-8" WILLOW 1075 - 3-12" GUM 1 175 - 1 177 - 2-8" WILLOW 2-10" WILLOW 1 126 - 1 127 - 4-10" WILLOW 12" OAK 1253 - 1254 - 6-8" WILLOW 12" 1076 - 1077 4-12" OAK " 1 178 - 3-20" OAK 1 128 - 4-8" WILLOW 1255 - OAK 4-8" WILLOW - 1078 61 �, OAK 1179 - 2-8" OAK 1 129 - 8" WILLOW 125 - 6 1 0 " OA K - 1079 - 36 OAK 18" OAK 1 180 - 4-12" WILLOW 1 130 - 8" • OAK 1257 - 3-10" OAK 1080 - 2-10" WILLOW 1181 - 1 182 - 16" ELM 3-8" CHERRY 1131 - 1 133 - 7-8" WILLOW . 1 Q" WILLOW 1260 - 1261 - 10" OAK 3-12" OAK 1081 - 1082 2-8" WILLOW 1183 - 12" OAK 1134 - .3-8" WILLOW 1262 - 24-" OAK - 1083 12" WILLOW 1185 - 2-10" OAK 1135 - 2-8" OAK 1274 - 8" OAK - 1084 - 12" OAK 6" OAK 1 186 - 6-8" WILLOW 1 136 = 2-10" WILLOW 1275 - 4-8" WILLOW 1085 - 8" OAK 1187 - 1188 - 2-8" WILLOW 12" WILLOW 1137 - 1138 - 3-8" •WIL`LOW 8" WILLOW 1277 - 1278 - 8" OAK 12" GUM 1086 - 1087 - 12" OAK 2-12" OAK 1189 - 8" OAK 1139 - 2-10" OAK 1279 - 22" PALM 1088 - 5-8" WILLOW 1 190 - 1191 - 7-10" WILLOW 10" OAK 1 140 - 1141 - 8" WILLOW 12" WILLOW 1280 - 1281 - 24" OAK 24" OAK 1089 - 1090 - 18" OAK 2-14" OAKS 1192 - 15" OAK 1142 - 18" WILLOW 1282 - 8" OAK 1 193 - 2-14" CHERRY 1 143 - 12" WILLOW 1283 - 3-10" OAK 1284 - 24" PINE 1285 - 24" PINE 1287 - 18" PINE 1288 - 15" OAK 1289 - 12" OAK 1290 - 12" OAK 1298 - 2-10" WILLOW 1299 - 10" GUM 1304 - 6-8" WILLOW 1305 - 3-20" OAK 1306 - 2-10" OAK 1307 - 12" OAK 1309 - 12" WILLOW 1310 - 30" OAK 1312 - 2-8" WILLOW 1,313 - 2-8" WILLOW ENGINEER RONALD HENSOI j//II�PE.. FL. °REQ' 10.34836 DESIGN I'DRAFT CHECK RMH DSG PROJECT NO. 01054 -CLEARING DATFOCTOB ER, 2001 SCALE 1 „ _ 6 01 OF ■n c m C: C: O 2 a w � C: .N W (V U 0 0 ry cy) a) cj Q c Q Lu o z 0 ro p a) Q a 0� <0 •L aa) 6 W CS) 4 5 -10 i�;: "' 12 00 10 0 O) N C) u, Q C O "O z x O En t'O U ULL_'•- J co e o C -2 co = o C m F::7 o � a (D _o cn U- � ENGINEER RONALD HENSOI j//II�PE.. FL. °REQ' 10.34836 DESIGN I'DRAFT CHECK RMH DSG PROJECT NO. 01054 -CLEARING DATFOCTOB ER, 2001 SCALE 1 „ _ 6 01 OF ■n � � C�LT /IFO/� 0.1YljT A A VE. 60 ORIX-1 f g N` _ GIRT ROAD �w 1 285 No1 S 33 7' 34 AE7 -, a �% ,� �j� /*T4. 1275 �.1., I = 30. / D�1�. lYl � 4 4 CW _ 2' CURB GUTTER ASPHALT ni Q O\• a c .,..-...., a »..»....m..»»� � 1274. CID d bun z N t 1.22-- ri � 1 1 �9 44J r-, G3 1277 I t bt _ y 4 1288 a' %• T., _ ,...x,:» . ,.. 7 ..1.....7 .. � ...... "..<......". , .. 1287 APPROXIMATE _:'„ ,. DW ACCESS &M coo � N y 'b D 1} r CV o m M C (*'1 ~ `��z r% c 84 mak .��/+'�i� ##^^ i"' £.•'' F !'y �.. I-i�Sm C+'�ro .» „3 3 RF`�fyR: t '....� t A ; ,,.5 5 4...1 1 v m ,+gyp i �i� Z 1 i if_C,,,,€_z 0 `11,`.7x.) y A -�'�' s 5f � ^� n � AA�Yi � � �m ""-� � _ � � ;-1 � � � � �.. O x = T � � � � 1" s-^<.(� yr-, ^x- .y < < 1€ .ocS t f_q �-p ;' C I n i Ti-Im} II 11 to .:r Z n " .�. W �.a? ! ;. r'-"4 Es i i...+OL 3 O x s _ _ 11 --� 4`CLF � �p `3 __4 s.tt ma 1' 1 ` �- I .NTIO `€ A ?E r'? g� '4 f ��0-7 � ;� ((;,"`• �' .,<.....,, ,...w.m.w- ,,,>. ,... t F `� z [ ,.,,'d � �Y Z Ii 1 r,? Y _ � w, as .. t i` Y2 I x n w \ _ 41bs;< —TB rn I I =,4 ` ..`:.. „:... 6 CLF ?Al w ------------------ /c) - � - - .- - - —. - F >" 1 x .. o of i� n n -D(X.1V1 !B70 I II J4 I x I I I I I ExlsT. -"»RCP will rrl 1 77 u J Z » X L LJ n, nei Ia O XZ XW �>'� � _Q__ _ W W,w -. 1 -µ- Y 11.1 r� Z , ' LL W� 1....1 r 1307 0 Li no %�j� 1298 ^� c L:' SEXISTIRG_ TRESS TO 7 A } E RAMI OVED9 `_T1°i,. a .�. , .w. rjr 1s 0 OD Cl 0 elf 1309 4'cw Z Li 00 LJ J /��'I,4° 1.15.14 A k4.. '"�. 1; i ! �,.L"a { t` i ,n { 4 57,:'3 :' 116,14 w i j-19.6F;ASPHALT ad 4 �t / _� n ,fir f F_� � �;,,,,,,,,,,,,,, � " 1.® » p V s 1 Y is µWry ` n :mC..a _j z LEGEND BB - BOTTOM OF BANK BC - BACK OF CURB BM - BENCHMARK _ BPC -BURIED POWER CABLE �" CALC - CALCULATED S', C&M - CALCULATED & MEASURE A - CENTRAL ANGLE cn CBW - CONCRETE BLOCK WALL N CF - CONCRETE FLUME�.>� z CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE W-� ""� CENTERLINE �' cm - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE Z O _ CO - CLEAN OUT CONC - CONCRETE 0H15�- COVD - COVERED C CP - CONCRETE PAD > U CW - CONCRETE WALKWAY L''1 f' - F_ DE - DRAINAGE EASEMENT w __ D&M - DEED/DESC & MEASURED a "' C DESC - DESCRIPTION DP - DUMPSTER DW - DRIVEWAY W W in:: I„t j - ELECTRIC METER cn > 5; ., CL EB - ELECTRICAL BOX ESMT - EASEMENT � � O E/P - EDGE OF PAVEMENT c FFE - FINISHED FLOOR ELEV, N �H- FIRE HYDRANT c L - FLOW LINE, i FND - FOUND -G- - GAS LINES ? r. IQ> - GAS METER >- - GUY WIRE ANCHOR a - HANDICAP PARKING HCR - HANDICAP RAMP INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD r i �• (L - ARC LENGTH LP -LIGHT POLE LSA -LANDSCAPED AREA MEAS - MEASURED �y I O- MITERED END SECTION W - MANHOLE �^ � � cl) �I ® - MONITORING WELL " K L+� N&D -NAIL & DISK p Q+ DHE - OVERHEAD ELECTRIC Li OL - ON LINE ORB - OFFICIAL RECORDS BOOK+ (P) - PLAT Lirr PC - . POINT OF CURVATURE O PEP - PER ENGINEERING PLANS CL ' a P! -POINT OF INTERSECTION W POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT �. PP - POWER POLE PS - PARKING SPACES PT - POINT OF TANGENCY PVC - PLASTIC PIPE C1j "y R - CURVE RADIUS RCP - REINFORCED CONC. PIPE " � O '� R/W-RIGHT OF WAY SAN `M r SAN -SANITARY LINE SN - SIGN 00.00 - SPOT ELEVATION -SO- - STORM/DRAIN LINE STMH - STORM MANHOLE z ❑ - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE --) -a- - TRAFFIC SIGN n TR - TELEPHONE RISER P/1 (y TSB - TRAFFIC SIGNAL BOX �y TV - CABLE TV RISER C TYP - TYPICAL z UE - UTILITY EASEMENT _ UNTL - UNDERGROUND TELEPHONE -W- - WATER LINE WF - WOOD FENCE Q -$- - WATER METER Lv e•� - WATER VALVE J U V 1 o Z O Q) U 4 CD C) V ! XI W rnrn y... � N Y ' C ..0 l(D _6 � Q c Q 2 a W N c:.N W 04 U O o ry (Y7 a) > to Q c Lu Q F- p o Q c a 0 N LL t%I r- u= p 00 0 �� 0 "' c: 0 0 N � W� Q / R O 0 CN lJ c o "O Zx O '� 0. U m M L ® —C DO C -2 m o c: Fz, _rygym 0 LL ♦N _O ENGINEER RONALD HENSOfiff PE, FL. REG. NO.34836 DESIGN OR FT CHECK RMH D SG PROJECT NO. 01054—CLEARING oATEOCTOBER, 2001 SCALE 1 it _ tcr SHEET 3C ,_ O F 19 ZONING: R1 -AA BLUE' #�IPRUCE' R . IJ�O LAND USE: SINGLE FAMILY R S. ; I ` F I '1 #f•'<,`r .Y ,,,.. ,,... LAST 11 .{: f' f fj O 99 { L I r,ya� I ZONING: A-1 VAMla 1. Iry r o-- ' RI FMS! CPS 503: � �� , ��r � ), , � _ � � �; 4 �ti.r f>` r, LST 1.3 /F It 12 LOT a 1`1 i.« �<; hr> ao DE & UE w,,u.<<, . , ..r :.. :> r::A> t #?I::TEI`110AI: .:�<��:�,{��:°_:)�� ?f��`Fi I LAND USE: COMMERCIAL 40' DE & UE ORB 5' DE PG 2192 I ?e` ORB 5031, PG 2192 + ,/ ? LOT 1 f,t. o SJRWMD {:£ f >> 25/ UPLANDS BUFFER PER €r L 1 t�? : F:S s F , ="s t �'`,> ^,.,:�� lis m : k L _ a F m: a��: P s _ rr'•:• ' s.,, f � a .^ p `.t' 1 to t a ! .� S' 7 27 W � 9 c D F # v."..., .,:.,•>.....�fslF',.... I 1 --� HAZAR AREA ELEyA�lO 01.0 ONTOUR TYP t�—� p��-�_-7`—�- sT�—+- -a'—PFI_ ��— _ a 13 . n a 'a! rt5 ft '—< . °'° ...: <.<.>}>,• fi, c - 5,:e5 200.02' F fi t w� s i as. r 9k. � ,f, f F z' fi O � `k. i t. 0 xy !'.,> r'' e�` y t ! `" 'ri',, "''ar.. 'S a`e':Y.,� e £' `^>., ^ •+'<." .r"^'R- ..•t £.> w �„.`'R5€�.^'w•`d,J st" r,,,,. 1" # ,. 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'" AREA IMPROVEMENTS BY THE HOMEOWNERS ASSOCIATION. c,�-,i ? uo O 0 Zo Z O �O U 2 • n- (y) PS - PARKING SPACES PT -POINT OF TANGENCY R/W CAR W R/W C/L R/W 40y. -a -r( ())O � RIGHT-OF-WAY WIDTH VARIES, 100' MIN. cemno PVC - PLASTIC PIPE RIGHT-OF-WAY WIDTH VARIES, 100' MIN. / •� R - CURVE RADIUS. � C O 0 RCP - REINFORCED CONC. PIPE 55-Z-WSi/N6 PLAT>£D /?/1Y PROPOSED R/W DEDICATION,- 45 MIN. m 7 R/W -RIGHT OF WAY 55'E.Y/ST/NG'PLATT£O!,4Y PROPOSED R/W DEDICATION SAN - SANITARY LINE " 5/8" FC -2 FRICITION COURSE OVERLAY SN - SIGN 00.00 -SPOT ELEVATION 5/8 FC -2 FRICITION COURSE OVERLAY � •-- � -SD- - STORM/DR41N LINE �W , �n D- /W MEDIAN WIDTH 4' CONC. TRAFFIC SEPARATOR `_ 0 STMH - STORM MANHOLE 60RIGHT-OF-WAY VARIES, SEE LAN " 1 1/2 TYPE S-1 -t»' ?' .>fS'EX/ST. ASPHALT 6' 6' 24' PROPOSED 2' 5' 1 ❑ - STORM INLET 5' EASM'T 1'1� 5' EASM'T GRASS S ASPHALTIC CONC. 2' 5' 1' VARIES, TB -TOP OF BANK 4 5'-11',L 2 24 -36 PRO�'OSED 2 5 -11 4 1 1/2 TYPE S-1 CONC. ENGINEER TP - TRAFFIC POLE TRACT A CONC. GRASS 1 1 /2" MINIMUM (TYPE S-1 GRASS CONC- TRACT B »- 1' .r6'_rWSz` .4_W114Z r 1.33' VARIES (24'-36') ON " ASPHALTIC CONC> S/W GRASS 1 1/2 TYPE 5-1 7 SOD TRAFFIC SIGN -�- - S/W SOD ASPHALTIC CONCRETE SOD S/W - _ - �_ ( 7' S/W ' ASPHALTIC CONCRETE GRASS _ _ _ ` TR - TELEPHONE RISER _ E.Y/ST. 5' TSB - TRAFFIC SIGNAL BOX 1 2% TYPE F CURB 1 4:1 E•17 5' 1' RAS R - - CGWC. S EX/ST. CUIPB ( SOD -_ Y RONALD HENS II PE, FL. REG. NO. 34836 N - CABlE N RISER 4' 1 2% p/� L -- 2��, (MAX) C�yy� SAY E,r/sT CU�e _ _ TYPE A CUR /W 2% TYP - TYPICAL (MAX) �2q; ,«. 29;, SOD1,2� -� - ��_-_-_ ---� I� 4.1 DESIGN DRAFT_ CHECK UE - UTILITY EASEMENT UNTL - UNDERGROUND TELEPHONE - - -- ---- �- -� -s�> _ ------.. m "# -- _------------- ----_---- ---- -- -W- -WATER LINE ��'__-_----- 4'i S_ --..--."_-.. f 10" LIMEROCK BASE COMPACTED TO 98% L ------------ WF _ P RMH DSG - WOOD FENCE TYPE F' TYPE F -�- - WATER METER MAX. DENSITY PER AASH TO T-180 SAW CUT & REMOVE EXISTING SAW CUT REMOVE EXISTING CURB PROJECT NO. ►. - WATER VALVE 12" STABILIZED SUBGRADE, COMPACTED TO 95% CURB & ASPHALT PAVM'T CURB CURB & EDGE OF PAVM'T " 01 0540 MAX. DENSITY PER AASHTO T-180, TOP 6" FBV 50 10" LIMEROCK BASE, COMPACTED 10 LIMEROCK BASE, COMPACTED » 12 STABILIZED SUBGRADE, COMPACTED TO 9590 » TO 98% MAX. DENSITY PER DATE SHADE TREES (MIN. 2.5 DBH) SHALL. -BE PLANTED 50 O.C., BOTH SIDES OF R/W. " TO 98% MAX, DENSITY PER 12 STABILIZED SUBGRADE, COMPACTED TO 95� SEE LANDSCAPE PLAN FOR, LOCATIONS AND INFORMATION. MAX. DENSITY PER AASHTO T-180, TOP 6 FBV 50 AASHTO T-180. MAX. DENSITY PER AASHTO T-180, TOP 6" FBV 50 AASHTO T-180. JUNE, 2003 .,F..,.•nnt7 T%,r% . rti mtrnTry A T 7-1t/% A n CNn/`ImTnar C'IrT/"mTnAT T T E3T A/"1TITAT/1/1T1 ATT L7ATTTL7 C'rL-IrIMTnAT ZJ T- L]T Ar+TITATnnTl ATTL"ATT TW SCALE .11 .- I WLZL SR 50AL, LO'LZ6 ' N X FOR S.R. 50 t PRO z .� � rn 03 1 T la _ CURBED IDEWAI : �. N m X X ❑� a o 1 2„ RIBBOI I Nx`X X rn I 10+00 SR 50 125.0 122.0 119.0 12+00 p 205' STORAGE LANES 55- TAPER 13+00 RADE ..urr..rr...rr.w.r...r....r.r..... ..y.. ............r...r.,....r.. �.wu.✓�.»»r........rr..............».......» _ '_� ` -- _ t .».......r.r...r.r..rwr r... r.r.....r...rrrrr..r...rr.w. t -- - 01.9 NN 16+00 SCALE: I _ - .._ - » W- 2 499 -. HDR: 1 "=30' x _ w..r.......»..»....»»»-.>.».. 1 ..W.......__.wr._» _rr.�.»....r�... ....W>..>.. rw 113.0 VERT. 1 "=3' w 133 EXIST_ SAN. 5 60 SEDL�' IA ST. HOLE P.C. STA 20+59.25 RIM 1=L. 11 Exlsr. STORMANHOLE �L ND 7RESTRUCTION •••- W INV 107.74 41 ��' / �,ljlrFF 1 N INV 107.60 ' { °� OPO ? 1 COREBORE EXIST. MANHOLE �` r INSTALL SE SAN. SEWER ®t 107.70 EXIST. CURB INLET j ^��G CITY 1,-'r "I STATIUI� 1lPGiRADES:�` & NE SAN. SEWER 0 107,75. ITA 19+63.34 � REGROUT FLOWLINE. Ex►sr. STORM MANHOLE P.I.P1' �� 1, EXISTING PUMPS TO BE REMOVED AND P.I. STA 18+10.07 P.C. STA 19+09.30 �h�'h �/�, TURNED OVER TO THE CITY UTILITY n.�..,...,...-....,....�.....�..,�.,.,,,�.,.�uv r.lb_)/ DEPARTMENT. INSTALL NEW FLYGT I I ExlsCURS INLETyF' 9 �ti CORP. MODEL NO. HH -3152 20 BHP' � ' �- ^�� 3 PHASE, 230V PUMPS WITH 454 .--' �k ¢" `� F�� 6� IMPELLER. OPERATING CONDITIONS as 4 (� , SHALL BE 185 GPM 0 108 TDH. EXIST.�- Ips RELOCATE EXIST, GUIDE RAILS AS N REQUIRED FOR NEW PUMPS. ui �F .gam Z ,n A a: ,Y. •o`a �°` k1 '' tGn<x ao o lG n3J:e "i%J.,r3k..'>Son <<nn caY i9+. w"h� °G9 rrl 4 „J3 .a pG. nG k J. A n.?CG N. yid? k>G°o.ae" ti STORM STRUCTURE 35 TYPE P-1 INLET STA. 17+51-59.5' RT. RIM EL. 115.48 CURBED SIDEWALK S INV 110.40 (18„) RAMP. TYP. N INV 110.25 (18") NE INV 110.25 (18") 17+00 116.0 ® - Q 113.0 SCALE: Q HOR: 1"=30'� 107.0 VERT. 1 "=3' 2. THE EXISTING CONTROL PANEL SHALL - ,, � �. �•. » � `.�` ,�, Jaf:;�::�� ,.��, '� BE REPLACED PER MANUFACTURERS O / REQUIREMENTS TO OPERATE NEW PUMPS PVC REUSE Fi1AiN a &SHALL MEET ALL CITY REQUIREMENTS. STUB, VAL &PLUG .� ••� a��x %' ;� �'�e �. EXIST. SAN. t 'IT STATION OUTFALL CONTROL GRATE 108.80 �o N INV 99.00 (24") 77.1' 17+00 r n- CONC. TRAFFIC SEPERATOR � TYPE 1, OPTION I Z LJ 6LACKWOOD AVENUE z PAVEMENT LEGEND: N- v.9.�9.; cT 3% 1 1/2' TYPE S-1 ASPHALTIC CONC. V <.e >tt WITH 5/80 FC -2 FRICTION COURSE, 4` ', -� `'" 10" LIMEROCK BASE & 12" STAB. ~ i� Z SUBGRADE. SEE BLACKWOOD AVENUE W w -.A mTYPICAL SECTION FOR INFORMATION. p 0/) CL ` { 5/$" FRICTION COURSE OVERLAY. AFTER SWEEPING. CLEANING dt 8tl 3L REPAIRING EXISTING ASPHALT. t= -CA LLI C �<arc»"a:x W L... W CL a Q tel. La o N WCD QD 4i;�'?fi:o.,s><r.:woe•;;°:<?.^...'`•°"F'.` fs0� 111 1 nJ +` Qiv ® _ ® all � w � ticoo) AIN STRUCTURE U VAIN \ SANITARY MANHOLE STA. 16+16-42' RT, RIM EL. 117.18 0 NW INV 109.50 �8") o C� EINV 109.60(8) w '��'C\2 125.0 1-4 co Lo 122.0 q 1 119.0 W N 116.0 Q DOUBLE 6" THERMO YELLOW n 18" THERMO YELLOW 113.0 0�d 45' DOUBLE 6" THERMO YELLOW 10' Q 110.0 12ETAI A Q 8" THERMO WN/TEjj n Q) 18" THERMO WH/TE L_!_ UL, I UKt Z 45' 8" THERMO WH/TE3 10' -j 1 C - SCALE: I _ - .._ - » W- 2 499 -. HDR: 1 "=30' x _ w..r.......»..»....»»»-.>.».. 1 ..W.......__.wr._» _rr.�.»....r�... ....W>..>.. rw 113.0 VERT. 1 "=3' w 133 EXIST_ SAN. 5 60 SEDL�' IA ST. HOLE P.C. STA 20+59.25 RIM 1=L. 11 Exlsr. STORMANHOLE �L ND 7RESTRUCTION •••- W INV 107.74 41 ��' / �,ljlrFF 1 N INV 107.60 ' { °� OPO ? 1 COREBORE EXIST. MANHOLE �` r INSTALL SE SAN. SEWER ®t 107.70 EXIST. CURB INLET j ^��G CITY 1,-'r "I STATIUI� 1lPGiRADES:�` & NE SAN. SEWER 0 107,75. ITA 19+63.34 � REGROUT FLOWLINE. Ex►sr. STORM MANHOLE P.I.P1' �� 1, EXISTING PUMPS TO BE REMOVED AND P.I. STA 18+10.07 P.C. STA 19+09.30 �h�'h �/�, TURNED OVER TO THE CITY UTILITY n.�..,...,...-....,....�.....�..,�.,.,,,�.,.�uv r.lb_)/ DEPARTMENT. INSTALL NEW FLYGT I I ExlsCURS INLETyF' 9 �ti CORP. MODEL NO. HH -3152 20 BHP' � ' �- ^�� 3 PHASE, 230V PUMPS WITH 454 .--' �k ¢" `� F�� 6� IMPELLER. OPERATING CONDITIONS as 4 (� , SHALL BE 185 GPM 0 108 TDH. EXIST.�- Ips RELOCATE EXIST, GUIDE RAILS AS N REQUIRED FOR NEW PUMPS. ui �F .gam Z ,n A a: ,Y. •o`a �°` k1 '' tGn<x ao o lG n3J:e "i%J.,r3k..'>Son <<nn caY i9+. w"h� °G9 rrl 4 „J3 .a pG. nG k J. A n.?CG N. yid? k>G°o.ae" ti STORM STRUCTURE 35 TYPE P-1 INLET STA. 17+51-59.5' RT. RIM EL. 115.48 CURBED SIDEWALK S INV 110.40 (18„) RAMP. TYP. N INV 110.25 (18") NE INV 110.25 (18") 17+00 116.0 ® - Q 113.0 SCALE: Q HOR: 1"=30'� 107.0 VERT. 1 "=3' 2. THE EXISTING CONTROL PANEL SHALL - ,, � �. �•. » � `.�` ,�, Jaf:;�::�� ,.��, '� BE REPLACED PER MANUFACTURERS O / REQUIREMENTS TO OPERATE NEW PUMPS PVC REUSE Fi1AiN a &SHALL MEET ALL CITY REQUIREMENTS. STUB, VAL &PLUG .� ••� a��x %' ;� �'�e �. EXIST. SAN. t 'IT STATION OUTFALL CONTROL GRATE 108.80 �o N INV 99.00 (24") 77.1' 17+00 r n- CONC. TRAFFIC SEPERATOR � TYPE 1, OPTION I Z LJ 6LACKWOOD AVENUE z PAVEMENT LEGEND: N- v.9.�9.; cT 3% 1 1/2' TYPE S-1 ASPHALTIC CONC. V <.e >tt WITH 5/80 FC -2 FRICTION COURSE, 4` ', -� `'" 10" LIMEROCK BASE & 12" STAB. ~ i� Z SUBGRADE. SEE BLACKWOOD AVENUE W w -.A mTYPICAL SECTION FOR INFORMATION. p 0/) CL ` { 5/$" FRICTION COURSE OVERLAY. AFTER SWEEPING. CLEANING dt 8tl 3L REPAIRING EXISTING ASPHALT. t= -CA LLI C �<arc»"a:x W L... W CL a Q tel. La o N WCD QD 4i;�'?fi:o.,s><r.:woe•;;°:<?.^...'`•°"F'.` fs0� 111 1 nJ +` Qiv ® _ ® all � w � ticoo) AIN STRUCTURE U VAIN \ SANITARY MANHOLE STA. 16+16-42' RT, RIM EL. 117.18 0 NW INV 109.50 �8") o C� EINV 109.60(8) w '��'C\2 125.0 1-4 co Lo 122.0 q 1 119.0 W N 116.0 Q DOUBLE 6" THERMO YELLOW n 18" THERMO YELLOW 113.0 0�d 45' DOUBLE 6" THERMO YELLOW 10' Q 110.0 12ETAI A Q 8" THERMO WN/TEjj n Q) 18" THERMO WH/TE L_!_ UL, I UKt Z 45' C17Y STATION 1134 e,<h>sv��,�'� a :..J�F.°f.'a�ah.F<'<,:.- io' ''f>,3``� � 75 • .. / V 9�.eJ //:,.'° �r'`,r`,`4:tiu;::ktiS'¢ysti<F'>eo'.a.G -sy'i•?✓»n`<<°>.:k�,„.N<6a`L?�<°k�'�56..}>.� °.:�a, �Se.G •m«; ; 6 :3 Q, TOP 116.00 3. EXISTING WETWELL TOP SLAB T0 BE # JG,. <Rh°�'�"�•a�h ,° a °Q•�°,.�°�>zas ,3++c'+�.e9 �: s>r°0FxFSa�:` i� .<o.c�1��`,< :.' `�°, w>?F..!fiv ..�'F :. `�.n"G::.yw vgpv.< .„ a;.. rGr° ..V�:<�,.. �i N��.F�V.i�rk.,°.: s ::^.o.<•?.�b k;»�T �'�.'>�o'f>��vz`?V<,aa om° . �>Gk-G°°noGa<o•. �<y�".<. �i. >• �<:�:9a,.o>,� :k',ki:.>'xe'':Q.: . ?.':.:.9:°•,i�.'9:;s.eJ ..'.:`e..F 6 'x 5•�_�1S'��33F'��S+ 4 10 - INV. 106.62 REPLACED. CED.NEW 0SHALLAVEA C C E S F 1 3 I f $ t - " J •-z,0)8 VC W EAIN BOTTOM 0.62 OPENING AS REQUIRED EDB. PUMP M NF N B VALVE &P TCT N Un :>.J4>4...• `J a ^�; ..J,a,. hFow wiii�?e: ° sk.hr..G✓ !Fan YY; �k < : '''�F f° `G `,�>��>�• ��.6Zsa t ' f F / W N w ALUM. HATCH &LOC LOCKING P � RETENTION '� OND B THERMO YELLOW Or cn - g •c<C. .�°n �v 4- 09F 1 o F �9'•' 4 CONTRACTOR TMAINTAINT 1 RA RAT CON 0S C 0 ON a , t ' g F Aoe r - " poo 0 " c � T S 0 TR T Z M S R e4 > 9 F UC ��:t" U E 7 R 5 L ex C 0 SW O F ,• �1� LLQ _ T �+ � AI � DE -� x ... OPERATIONS TI T TI 0 6 �' A A A THE / 0 E ONS ALL TIMES. r� `��• ..kvF ,v,.. E E USE '� r : a FZ .` SF F u. IT DEN i M D SE ^ W.. ?F ;Oa r `# Qs n O a 'oe o9. ?z iC +� / ON N �., ,T.S � 1 STOP Aw MO WHITE S 0 �s, 2 E � � s' •� T T P Y P , RAR P TR 0 EM 0 & 0 c: UM � C N OLS t` r o � L - CON U e �. ,s� <e. .� W SPLASH P _, O S L A + 2. F:S " G a�i �. - ..x- WALK),--_,_ / - 9 4 BACK F CROS 9 B C 0 COSWL _ e` r n G ' S" �C 'A Y TH ^, L� �.< �...>. N€ BE NECESSARY. �t " E Mo wIv aF <'i+:Yia?.:.. O' l> y.. 1 nbn GjD Obi° �} � /•�/, SPEED LIMIT SIGN ,�y° .. � �,. "� ` ,.�.>.> � �' ,-.� � �` a,?>$; -... ` INV. 98.00 24 j30 -MPH) -(R2--,1 t e F° o ,o: a _,-., Q t�, '� 'Y r ( 1 TH R YJ a .r . ( I _ � , a =''` x. �.�; 8" EMO WiY/TE ""% � U = 00 a'""'�n I I 5. CONTRACTOR TO RESTORE ALL DISTURBED t3 O• a / • r-•� - , CURBED SIDEWALK ,� .,. 1 � € � i I° �� >.>_..,H,.,>,.� 1- �, � � � �` .�'� �`;' p� � TRACT �� L tr- �' :AREAS I A (/� <.w..,>,>.,..,,�^ +� `»o-. 3 w r �«> l RAV C O RAMP. TYP, rci € 105,0 N AND AROUND THE STATION. _O o 0 " •- € � V gw ,,` ��. CONSERVATION 4 "' 00 so 1 - 6 GATE VALVE ,q € Q , ! X13 5. 'tom cv \STORM STRUCTURE #3 I ,TRACT 1 6. THE CONTROL FLOATS SHALL BE SET A: ' cn T P O 00 YEAR F AR W - 6"SUB & LUG P- INLET �` r, ��--1 L000 EA } c 3F<, TYPE 2 NLE a 'DRY RETENTION B1 AS FOLLOWS: v �.+"` HAZARD LIMITS, a Q C� STA. 18+78-59 RT. �, a I \ \ r x L M S. �� N FIRE HYDRANT Z RIM EL. 115.33 PUMPS FF: 103.15 Vyy� G ASSEMBLY ( " < 7 � UM S 0 MSL EL. 101,00 8 THERMO WH/TE 10' p coo Y 4 z� �,.�.--•c � BACK OF CURB S INV 110.45 (18) 3 LEAD PUMP CSN: 106.15 MSL U p c, MONTGOMERY ^AVE. 4' coNc. S wBLACKW OOD A VENUE - PUMP ON. 106.65 MT.. _._...... _._._ �_� " . � �� _. _ »�.� DETAIL • a 18-I-00 / 104 -OO 2O4 -OO HIGH LEVEL ALARM: 107.15 MSL � � P-R�JP. �,= A�jE N.T.S. ��.{ 0) 0 �? 109 0 -EXIST. Y- GRADE BY DEVELOPER - I STRUCTURE V w W_ SANITARY SE R � CLE•AN U , �t1-T15.0 .r.»_._-...W.w....._.r-..-».�»�.rrrrr.»..»..r.�.»�....»r~.�w.W.._.»......»r.».W...»...»w.».rw ...._..W....».-...... �.>.�.,��..,.�>.>e....,�r�.. �Mr,. INV. 108.10 (81 I 129LF-18rRCP ® 0.1670 SEWER 00�.889a 1 EXIST, 8 -PVC SAN. SEWER MAI £ 7 116.0 113.0 110.0 107.0 105.00 8" THERMO WH/TE3 10' -j C 42.8' DETAIL D R = 275.00' c Co o ---- N.T.S. Q= 19'5851 � Y ARC LENGTH = 54.04' 8" THERMO YELLOW t- 0 0 Ec m CH BEARING= S08 45'47"E CH BEARING= S2422'57"E- 18" THERMO YELLOW CH LENGTH = 53.95' CH LENGTH = 95.42' }.�.4 0 ENGINEEF' C17Y STATION 1134 e,<h>sv��,�'� a :..J�F.°f.'a�ah.F<'<,:.- io' ''f>,3``� � 75 • .. / V 9�.eJ //:,.'° �r'`,r`,`4:tiu;::ktiS'¢ysti<F'>eo'.a.G -sy'i•?✓»n`<<°>.:k�,„.N<6a`L?�<°k�'�56..}>.� °.:�a, �Se.G •m«; ; 6 :3 Q, TOP 116.00 3. EXISTING WETWELL TOP SLAB T0 BE # JG,. <Rh°�'�"�•a�h ,° a °Q•�°,.�°�>zas ,3++c'+�.e9 �: s>r°0FxFSa�:` i� .<o.c�1��`,< :.' `�°, w>?F..!fiv ..�'F :. `�.n"G::.yw vgpv.< .„ a;.. rGr° ..V�:<�,.. �i N��.F�V.i�rk.,°.: s ::^.o.<•?.�b k;»�T �'�.'>�o'f>��vz`?V<,aa om° . �>Gk-G°°noGa<o•. �<y�".<. �i. >• �<:�:9a,.o>,� :k',ki:.>'xe'':Q.: . ?.':.:.9:°•,i�.'9:;s.eJ ..'.:`e..F 6 'x 5•�_�1S'��33F'��S+ 4 10 - INV. 106.62 REPLACED. CED.NEW 0SHALLAVEA C C E S F 1 3 I f $ t - " J •-z,0)8 VC W EAIN BOTTOM 0.62 OPENING AS REQUIRED EDB. PUMP M NF N B VALVE &P TCT N Un :>.J4>4...• `J a ^�; ..J,a,. hFow wiii�?e: ° sk.hr..G✓ !Fan YY; �k < : '''�F f° `G `,�>��>�• ��.6Zsa t ' f F / W N w ALUM. HATCH &LOC LOCKING P � RETENTION '� OND B THERMO YELLOW Or cn - g •c<C. .�°n �v 4- 09F 1 o F �9'•' 4 CONTRACTOR TMAINTAINT 1 RA RAT CON 0S C 0 ON a , t ' g F Aoe r - " poo 0 " c � T S 0 TR T Z M S R e4 > 9 F UC ��:t" U E 7 R 5 L ex C 0 SW O F ,• �1� LLQ _ T �+ � AI � DE -� x ... OPERATIONS TI T TI 0 6 �' A A A THE / 0 E ONS ALL TIMES. r� `��• ..kvF ,v,.. E E USE '� r : a FZ .` SF F u. IT DEN i M D SE ^ W.. ?F ;Oa r `# Qs n O a 'oe o9. ?z iC +� / ON N �., ,T.S � 1 STOP Aw MO WHITE S 0 �s, 2 E � � s' •� T T P Y P , RAR P TR 0 EM 0 & 0 c: UM � C N OLS t` r o � L - CON U e �. ,s� <e. .� W SPLASH P _, O S L A + 2. F:S " G a�i �. - ..x- WALK),--_,_ / - 9 4 BACK F CROS 9 B C 0 COSWL _ e` r n G ' S" �C 'A Y TH ^, L� �.< �...>. N€ BE NECESSARY. �t " E Mo wIv aF <'i+:Yia?.:.. O' l> y.. 1 nbn GjD Obi° �} � /•�/, SPEED LIMIT SIGN ,�y° .. � �,. "� ` ,.�.>.> � �' ,-.� � �` a,?>$; -... ` INV. 98.00 24 j30 -MPH) -(R2--,1 t e F° o ,o: a _,-., Q t�, '� 'Y r ( 1 TH R YJ a .r . ( I _ � , a =''` x. �.�; 8" EMO WiY/TE ""% � U = 00 a'""'�n I I 5. CONTRACTOR TO RESTORE ALL DISTURBED t3 O• a / • r-•� - , CURBED SIDEWALK ,� .,. 1 � € � i I° �� >.>_..,H,.,>,.� 1- �, � � � �` .�'� �`;' p� � TRACT �� L tr- �' :AREAS I A (/� <.w..,>,>.,..,,�^ +� `»o-. 3 w r �«> l RAV C O RAMP. TYP, rci € 105,0 N AND AROUND THE STATION. _O o 0 " •- € � V gw ,,` ��. CONSERVATION 4 "' 00 so 1 - 6 GATE VALVE ,q € Q , ! X13 5. 'tom cv \STORM STRUCTURE #3 I ,TRACT 1 6. THE CONTROL FLOATS SHALL BE SET A: ' cn T P O 00 YEAR F AR W - 6"SUB & LUG P- INLET �` r, ��--1 L000 EA } c 3F<, TYPE 2 NLE a 'DRY RETENTION B1 AS FOLLOWS: v �.+"` HAZARD LIMITS, a Q C� STA. 18+78-59 RT. �, a I \ \ r x L M S. �� N FIRE HYDRANT Z RIM EL. 115.33 PUMPS FF: 103.15 Vyy� G ASSEMBLY ( " < 7 � UM S 0 MSL EL. 101,00 8 THERMO WH/TE 10' p coo Y 4 z� �,.�.--•c � BACK OF CURB S INV 110.45 (18) 3 LEAD PUMP CSN: 106.15 MSL U p c, MONTGOMERY ^AVE. 4' coNc. S wBLACKW OOD A VENUE - PUMP ON. 106.65 MT.. _._...... _._._ �_� " . � �� _. _ »�.� DETAIL • a 18-I-00 / 104 -OO 2O4 -OO HIGH LEVEL ALARM: 107.15 MSL � � P-R�JP. �,= A�jE N.T.S. ��.{ 0) 0 �? 109 0 -EXIST. Y- GRADE BY DEVELOPER - I STRUCTURE V w W_ SANITARY SE R � CLE•AN U , �t1-T15.0 .r.»_._-...W.w....._.r-..-».�»�.rrrrr.»..»..r.�.»�....»r~.�w.W.._.»......»r.».W...»...»w.».rw ...._..W....».-...... �.>.�.,��..,.�>.>e....,�r�.. �Mr,. INV. 108.10 (81 I 129LF-18rRCP ® 0.1670 SEWER 00�.889a 1 EXIST, 8 -PVC SAN. SEWER MAI £ 7 116.0 113.0 110.0 107.0 105.00 EXIST. GRADE U G M. "•' m -.� ." "M - _ m "M "" TRACT o AR 2 3 ZQRONALD ; �ENSO 11, FE, FL, REG. N0. ZO 8,36 103.0 TRACT TRACT DESK*DR�?1=T {;HECK ` TRACT W 'n'' ACCT •02' Qv ` L4 R• TRACT 'C• RMIi'1.- -I DSG n:.»=,.",,,>,.,.,.,.,>...�.,..,,>....r...r....a„e.,,,,»,>..,...o..,>,.�,n,....>.>,u...,�>,>.,..�m.,....,.�....>,,.a. \. TRACT - -------- TRA TRH A 31 PROJECT NO. 010 54P P •� TRACT 'q' 1 rm................................"................. �,,...J ��d f4 � _- ;e _.,.«...-............................. �H2'T DATE 100.0 OCTOBER, °3 ,°'✓° .d �sfav ��.s'� r.a°' '� f^`�r`� ,'r r"'a�,r°� a �.t .r'' TRACT 'A' R2001 I 1 ,.rf'>`r<>'' s" y' •ra TRACT 'N• r 1 \ L 0 0 1 79LF-24 RCP 0 1,26%F ° F ° ° y ems` TORAGE 9AREAt>�� TRACT TRACT TRACT -o,• �'D2 SCALE E• 1 - 3 0' .:.,.:..,,,,.,��..>:>.,>.....,..>,.,,.o...>.»,.>�„•�. 3,, J'',,,� �,a' „s'`r''`rq .•;,<v'•',•''�'�•rs`;{_• .ip�.<` ,.'' a ..............,..............«..........."..........r........."...................«.«,.....,... � 3`" 's �.^�^ �' "�' 3,.r; ,°"�<.'�'��`� �^` s`'vs' / .r' v ,?; ' F�> .z`a• � • A�S'�'?zQ:::�f<Gc�F'`o<s' J•.re; ". 9 7.0 SHEET 5 OF 19 CURVE DATA c cz a M c o CD C C-1 R = 275.00' R = 275.00' °° v Q= 11'15'31" Q= 19'5851 �- _0s3 ARC LENGTH = 54.04' ARC LENGTH = 95.91' t- 0 0 106.0 CH BEARING= S08 45'47"E CH BEARING= S2422'57"E- CH LENGTH = 53.95' CH LENGTH = 95.42' KEY MAP ENGINEEF' EXIST. GRADE U G M. "•' m -.� ." "M - _ m "M "" TRACT o AR 2 3 ZQRONALD ; �ENSO 11, FE, FL, REG. N0. ZO 8,36 103.0 TRACT TRACT DESK*DR�?1=T {;HECK ` TRACT W 'n'' ACCT •02' Qv ` L4 R• TRACT 'C• RMIi'1.- -I DSG n:.»=,.",,,>,.,.,.,.,>...�.,..,,>....r...r....a„e.,,,,»,>..,...o..,>,.�,n,....>.>,u...,�>,>.,..�m.,....,.�....>,,.a. \. TRACT - -------- TRA TRH A 31 PROJECT NO. 010 54P P •� TRACT 'q' 1 rm................................"................. �,,...J ��d f4 � _- ;e _.,.«...-............................. �H2'T DATE 100.0 OCTOBER, °3 ,°'✓° .d �sfav ��.s'� r.a°' '� f^`�r`� ,'r r"'a�,r°� a �.t .r'' TRACT 'A' R2001 I 1 ,.rf'>`r<>'' s" y' •ra TRACT 'N• r 1 \ L 0 0 1 79LF-24 RCP 0 1,26%F ° F ° ° y ems` TORAGE 9AREAt>�� TRACT TRACT TRACT -o,• �'D2 SCALE E• 1 - 3 0' .:.,.:..,,,,.,��..>:>.,>.....,..>,.,,.o...>.»,.>�„•�. 3,, J'',,,� �,a' „s'`r''`rq .•;,<v'•',•''�'�•rs`;{_• .ip�.<` ,.'' a ..............,..............«..........."..........r........."...................«.«,.....,... � 3`" 's �.^�^ �' "�' 3,.r; ,°"�<.'�'��`� �^` s`'vs' / .r' v ,?; ' F�> .z`a• � • A�S'�'?zQ:::�f<Gc�F'`o<s' J•.re; ". 9 7.0 SHEET 5 OF 19 8"PVC: REUSE MAIN E)OST. STORM MH X RIM 115.22 NW INV -110.66 S INV -111.27 W INV=110.88 > iti< x S�' e�p. A,� D *PVC WATER MAIN TRACT E I STORM STRUCTURE #34 STORM STRUCTURE #37 1 TYPE P-2 INLET CURBED SIDEWALK RAMP STA. 32+70-23.5' LT. RIM EL 114.48 4' CONC. SIDEWALK - SE INV 106.40 (18- BY DEVELOPER STRUCTURE V SW INV 106.25 kia 4' By STA. 30+79-52vLT. NE INV 106.25 (30-) 84LF-S"PVC SAN. 0 0.427. INSTALL CLEANOUT AT END STOP SIGN (Rl-l) (30"x3O") 24" THERMO WHITE STOP BAR 5,5 (4- BACK OF CROSSWALK) P.C. STA 31+11.17 7 7 7 "cl L.'r% '>, 402- 0 X'ST 2' x N -D lIx., EXIST. SAN. MH < 47LF-1 RCP 0 0.47X RIM 115.60 00 NO N INV= 107.60 (8:) W INV= 107.74 tts X "'x"'),", TYPE P-2 INLET IN STA. 32+70-23.5' RT. RIM EL. 114.56 NW INV 106.62 (18") P.I. STA 304-00.00 SE INV 106.62 (18-) LIMIT SIGN (35 MPH) (R2-1) STA 18+10.07 'e DRAINAGE EASEMENT STORM STUB & PLUG WIDTH VARIES STA. 32+65.60-42RT TRACT Dl X., 8' CROSSWALK, SEE DETAIL -117.0- INV. 106.70 (18 K. 0. -CURBED SIDEWALK RAMP BLA D AVE. TORM STRUCTURE #35 MONTGOMERY 30+00 31+00 32+00 33+00 100" VERTICAL CURVE 100' VER11CAL CURVE PROPOSED GRADE 113.0 0 110.0 + R 18" RCP 107.0 227LF- 18"RC 0 1.76% 30"1301"'o 0112%, v 7 w -- --------- 1 4.0 EXIS- 0 T. GRADE m 0 z w 6 T- 11% + c; rq OD -- *1 - - T- -- cq 0 IN C4 lit- -F + ----+ ---+ + + + C4 101.0 o 0 0 cq 00 n P^ V3 . n wf nu co < + 1-Z -0 0 CA I v- W U, cn W SCALE: T- ci d W HOR: 1"=30' Lu ------ ------- Z . -j z 98.00 VERT. 1"=,3' cai (n 0: w CL W CL W [L W WE 'Ll-wi :IW -1 ±1 rzi. STRUCTURE IF71 CURVEDATA C-2 WHITE WHITE WHITE R = 350.00' A= 47'18'20" RED ARC LENGTH = 288.97' CH BEARING=N6312'49"E ITE LETTERS U CH LENGTH 280.84' BLACK ARROW -BLACK z ARROW STO 0 ONL 0 N L Yj BLACK ci ::�> , 6: Z BLACK I _BLACK ARROW u -- co LETTERS LETTERS z C) ,30"x36" 30"x36" I,- - z 2 La R3 -5R R3 -5L 24"x3O" RED 2 MO 8 0 R4-7 U) 0 0 24"x24" HIGH INTENSITY 5: t> 0 y) -- - LL RIGHT TURN ONLY LEFT TURN ONLY KEEP RIGHT Ld 0: b- �:P" NTS NTS 30"x3O" HIGH INTENSITY in 0 NTS STOP SIGN (Rl-l) PER MLITCD. >- >- 2F _j C/) LLJ /-THERMO WITE STOP SIGN at - I Da� C-- C..' w uj LJJ Ll 164 11 a. CL. a- .6' OR 8', SEE PLANS .4 NTS m m a ui w cn in 15, WHIT CD C"j CROSSWALK STRIPING RED SPEED NTS 0 BLACK BLACK LIMI WHITE /'LETTERS -BLACK LETTERS DO WHITE LETTERS I WHITE r 00 ONE VrAY J.44 K 35 TER t -Ni RED co 36"xl 2" 24"x3O" 'llr4- R6-lR R2-1 SIGN (R5-1) PER MLITCD. 1114 - Cl) ONE WAY..... SIGN SPEED LIMIT SIGN DO NOT ENTER SIGN 0 NTS NTS L- I NTS a -0) w w '7� 0- PT4 Q 113.0 co LO E--1 0.0 Q) 107.0 0 04.0 n 101.0 Q) Q) 'M A f%r U #3 98.00 Q N MITERED END SECTION 98.0 va.v CURVE DATA w/ SPLASH PAD TRACT E C-3 DOUBLE 6" 7HERMo YELL 7w STA. 35+47-80'LT. R = 600.00' j710Z 0 A= 00,00*00" OWZ jj� Ilk :::'kl 0 ------- S-� INV. 98.00 (36-) -20�-DRAAAGE 18" THERMO YELL EASEMENT ARC LENGTH = 126.01, i7n,-- ------- T -0 CH BEARING=N45*34'39-E U6.0 �2-POLY REUSE SERVICE STUB 09. Ll 08,0 CH LENGTH 125.78' P.I. STA 34+69.53 m I , 7. PLUG - STA 150+ 98.02 a) P.T. STA 34+00.15 �C) 1 �12 0 0 c: p -I-- C..; A.- 20' E 3' CROSSWALK, SEE DETAIL w 00 0 . . . . . . . . . . . . . . w 1 rum i-il z 0 + STORM STRUCTUR M STA 315+ 1 TI -r- r -Z INLL I P.T. STA STA. 37+00-23.5' LT. TRAFFIC ARROW, TYP. STORM STRUCTURE RIM EL 112.52 kTE VALVE TYPE P-2 INLET SE INV 107.50 "18") STORM STRUCTURE I 1 -2 REUSE SERVICE SADDLE STA. 37+00-23.5' RT. TYPE P-2 INLET RIM EL. 112.52 46LF-18"RCF 0 1.06% STA. 34+05-23.5F NW INV 10 ": 8050 1386 RIM EL 114.95 SW INV 105 TRACT C SW INV 106.08 (3 NE INV 10877 16"PVC REUSE MAIN NE INV 106.08 (35�3 1 MONTC OMER Y A VENUE TRACT DI 20' DRAINAGE 34+00 EASEMENT 35+00 36+00 37+00 38+00 +0.27% '5.21 4' CONC. SIDEWALK BY DEVELOPER AIN a) DETAIL D ui 4- 0 N.T.S. C) '0 4sr". LO c)) �j + uj r-�' (1) UJ (N L) IMORRIMIA-1 JL; 0 LZ (y) S V) < 11- f-�4 ui �� I- n 0 NOTE: ry 0 ALL TURN LANE DIMENSIONS ARE u- uj MEASURED ALONG THE RIGHT-OF-WAY I c u a: 00 CENTERLINE. 0 C? 0 00 10 fl'� 0 C14 0 '�o Z 5� 0 0 DIMENSIONS ARE OR u u- 12 S.F. 16 S. F. cv) Oil' -WT Ti IDKI A00f% Ina -I. no " lu oc mLvLmZ't C? 39+00 NOTE: WHEN ARROW AND PAVEMENT MESSAGE ARE USED 0 TOGETHER THE ARROW SHALL BE LOCATED DOWN STREAM cv) OF THE PAVEMENT MESSAGE AND SHALL BE SEPERATED C) 52� FROM THE PAVEMENT MESSAGE BY A DISTANCE OF 25' c: o ca (BASE OF ARROW TO BASE OF THE MESSAGE). PAVEbdENj-ARRQM c tf) NTS 0 113.0 4- !-, Az - KEY MAP ENGINEER u FRACT 110.0 RONALD HENS 1� 11 P., FL. REG. (3 TRACT TRACT'S* C'. L4 T DESIGN DRAFT CHECK RMH DSG ACT"J" TRACT w kC PROJECT NO. --Z---- F' TRACT TRACT'07 01 054-PP2 [-315LF-42"RCP 0 0.05% 107.0 TRACT "A' '112' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TRACT "N' DATE JANUARY 2003 'E' TRACT "I' TRACT ACT SCALE -A 1 30" SHEET 104.0 6 OF 191 I Do' V. C. to 113.0 + PROPOSED CL GRADE EXIST. GRADE 110.0 4a- + 4 CNI d 4-1- RCI 107.0 293LF-36nRCP 0 0.08% F a to - (a 0 cn SCALE. HOR: 1"=30 v- 104.0 VERT. 1"=3' 13: W a: W a: w +0.27% '5.21 4' CONC. SIDEWALK BY DEVELOPER AIN a) DETAIL D ui 4- 0 N.T.S. C) '0 4sr". LO c)) �j + uj r-�' (1) UJ (N L) IMORRIMIA-1 JL; 0 LZ (y) S V) < 11- f-�4 ui �� I- n 0 NOTE: ry 0 ALL TURN LANE DIMENSIONS ARE u- uj MEASURED ALONG THE RIGHT-OF-WAY I c u a: 00 CENTERLINE. 0 C? 0 00 10 fl'� 0 C14 0 '�o Z 5� 0 0 DIMENSIONS ARE OR u u- 12 S.F. 16 S. F. cv) Oil' -WT Ti IDKI A00f% Ina -I. no " lu oc mLvLmZ't C? 39+00 NOTE: WHEN ARROW AND PAVEMENT MESSAGE ARE USED 0 TOGETHER THE ARROW SHALL BE LOCATED DOWN STREAM cv) OF THE PAVEMENT MESSAGE AND SHALL BE SEPERATED C) 52� FROM THE PAVEMENT MESSAGE BY A DISTANCE OF 25' c: o ca (BASE OF ARROW TO BASE OF THE MESSAGE). PAVEbdENj-ARRQM c tf) NTS 0 113.0 4- !-, Az - KEY MAP ENGINEER u FRACT 110.0 RONALD HENS 1� 11 P., FL. REG. (3 TRACT TRACT'S* C'. L4 T DESIGN DRAFT CHECK RMH DSG ACT"J" TRACT w kC PROJECT NO. --Z---- F' TRACT TRACT'07 01 054-PP2 [-315LF-42"RCP 0 0.05% 107.0 TRACT "A' '112' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TRACT "N' DATE JANUARY 2003 'E' TRACT "I' TRACT ACT SCALE -A 1 30" SHEET 104.0 6 OF 191 P.C. S 51'35'39" w 9.14' 39+59.14 4' CONC. SIDEWALK) 2` KEEP` RIGHT SIGN (R4-7) TRACT C T Y TT CONCRETE E VALLE GUTTER E CURBED SIDEWALKK RAMP. TYPz 8' WIDE THERMO WHITE CROSSWALK I STORM STRUCTURE4�1 STORM MANHOLE STORM STRUCTURE #43 STA. 40+16 TYPE P-2 INLET RIM EL. 113.20 STA. 42+30.5-17.5' LT SW INV 105.61 (42") RIM EL 112.54 NE INV 105.61 (42") E INV 106.90 (18") `� SW INV 105.44 (42") %N INV 105.37 (48-) s Al AR IN • '*s�'�.tn mom` ,,,.,'""" �.,,.•,,, '° ,,.''��.., `� �'. � �.°, �; "� `"� `. 3= � :40 8"PVC REUSE WATEI MAIN STUB& PLUG 0 5LF-18"RCP 0 1.43% sip, +•... KERIGHTSIGN (R4-7) •Q 4 CONC. SIDEVYALK� STORM STRUCTURE #49 r/ OUTFALL CONTROL $ U TURF STA. 41+88.6-99..3' RT RIM EL. 109.40 NW INV 104.00/( 8" ' Q' d 00 F r a J TRACT C. RETENTION AREA B2 0 t (lo' c -D 1-1 6"x8" TEE 1- AT A 1-8"GATE E V LVE 1-16" GATE VALVE l W W V Mme` TRACT N STORM STRUCTURE #52 Ii5 MODULAR BLOCK ENDWALL STA. 42+66-72' LT. TOP EL 101.00 9 F INV 92.00 (DBL 38"x60") fI STORM STRUCTURE #51 I JUNCTION BOX, SEE DETAIL ;; sa I ' i = STA. 42+84 RIM EL. 112.60' SE INV 101.00 (18") o NE INV 101.00 (24") I E INV 91.90 (DBL. 38"x60") W INV 91.90 (DBL 38"x60") I I , --71LF-DBL. 38"x60"ALCMP 010.14% 1 ._...........»».....»....._._...,.,......»., .........».....».........tet.....» ......».�»».». 1T co f P.T. TRACT HI 2 . O rE. Lo w REUSE MAI LLJo .)2i?• 4:9.5.0 _ _ _- 2 �y i i'? e , aFP• h^ f. iJ� c a" oh `Yro-tr ? ,ion, rr:`;cr>^.:s<,r., ?'i:F'ra°r'>'•`%40. �l `r -'\ :::<?'✓:.fail+::;r:.;w.0 ; n ^.C:^°' ,•.'3:^9 is iii , ,a ^�` <i.'f••:: •.>9; , n:'n;� �.., a .: Gc r a STro.,y. C& 4sti�> U�< r°oG'l<r`';4�d�<°<:4,`;:'.<;.r .rn„i£..::'a`as.�r0. .a> <.<.,u•: +`:3;•:0 /.r{.srrt.c r.ai. _,.ar...,:..:,z,,.:^.,>v.,.,s,�,G:,.:.,...<,> . ::'iso .`•:ac:.:R%or< _mm ........ . b 112.0 .0 197LF- 24"RCP 0 1.521 113.0 - .,�,�, �a.,....,....»,...,...,»,,,..,.w.,�,..,,., �:�•i� < � 1 C•�•eC.'.-�..��..�.,_,�...»»�»`..-.-",,, �'•.�EZ`�� N� � �,_............,,,,»...............�.�.,..�...,«,,�..,.m 11�f� 2( w+ 10,91.9 M�10, I08.6 ` =i- -- 71 LF -DBL. 38"x60"ALCMP 00.1 Ji i3 4 g 105.0 `STORM STRUCTURE #42 TYPE P-2 INLET I ' = I t I I STA. 42+30.5-17.5' LT.STORM STRUCTURE 48 I 1111 � � 1 � I RIM EL. 112.54 () - 1 , I OUTFALL CONTROL STRU W INV 107.40 18" ' 2 = I 1 STA. 44+73.97' RT. I I GRATE EL. 112.00 I STORM STRUCTURE 0 1 I ° SW INV 104.00 (24") ;III I I MODULAR BLOCK ENDWALL' I STA. 42+98-65' RT. Hit I i TOP EL. 101.00 I I1I£ s INV 91.80 (DBL. 38"x60") o I I 1+I ' I TRACT C1 I RETENTION re AREA A2 I � TRACT 0� I 40+00 41+00 42+00 43+00 44+00 1 I I 01 W € I 1 O CURVE DATA Z C-4 R = 400.00' A= 21'58'38" ca ARC LENGTH = 153.43' d ` CH BEARING=N40'54'48"E_ CH LENGTH = 152.49' " Z C-5 a R = 400.00' o Y j 0= 29'09'34" vi " 0 ARC LENGTH = 203.57' o W o �- CH BEARING=N15'02'14"E ' 2 1 W o ►, CH LENGTH = 201.38' S o C3..m9 uj p Us? U cn a a Of O Lu W W V)in Ir � d C qt 'c O v It co \\N 1. 0 p c L t W co co cy� 0) � 1 W � wt a N KEY MAP x r ' ry I C�d C440) w Q) <C 44nAdufth- r� V E� t 75 Q c: C C7 N o t c) L E a W I\ m c .N W (v U ® O o M a) Q WQ ~� a o z � a� �� ° Q <O ,_,_ uj W Ci r- � o 010 c(j).� �� 1 Ur o a 0 c:o 7 x � � U v c) • 0 40. r -4o C? c: -2 Q.�� o am 70 o= � 4- o c .ENGINEER AR 9 3 Z( RONALD HEN N „ PE, FL. REG. NO.34836 DESIGN DRAFT CHECK RMH DAG PROJECT N0. 0-;1 O J 4P P 3 DATE JANUARY 2003 SCALE 1 11 = 30, SHEET 7 OF 19 � � ....»..,.�....��. ..........�._ ..w........__..�».�.»». .�. .»__...... _.�»�....�........_»»»..»»..w».....»W.......»._�.._..._»_»._...»»W_�.»».....w.......�.,.»..W�.»Y...w.__..».._.._.W.w»»»..»»»»»�»�.�..�.,»., �.»..W_»..»_.W�»_...........�.,.»».�»»...W»».�».... w..Y..-�._..»�.»»..V....�.._.»»W»......_.W_.._....w._..._ .....�......._..»...W.... w.-.,..,.....»�....».y..._.W»..._..»W�._.�.._._y..__.....__.:w.:»»..�._ ».w».�.w »...»..».,»�»....w»»»... 9 F m»M��...��.�.�.wa..,,««,..,.u,a.»e«,.x,:»,..'»,.«eroxx,,.., a.,..a..`»..,..,,,,.«.,..»«,.,,,.,,,,.. �� w.+.�....»,...,.R,««.,n,n......»,..,+.«wa........»..>.«............»»,...e..,+......n :«,,,,..,..«».n.,,..»,...«,«......«..,...+..«,.,.».....,......,,,«.,..,.,..:,««,...«,....<.,..,...,m.,.+., m« m «,,., m m mm»� . ,, 0,2 113.0 ;; sa I ' i = 113.0 PROPOSED GRADE I 110.0 «,^ .,»..m.. ««..««m. o I I ® 110.0 C5 I ._...........»».....»....._._...,.,......»., .........».....».........tet.....» ......».�»».». 1T co f .........,.......... .... ........ . .......�MB."»_��iP................ .......,..».....w»..-.....E..........,.........,.. lq 107.0 --------------------- ----------- 208LF-42"RCP ® 0.08% , � ; 367LF-48"RCP 0 0.09% 107.0 4� �,, i ' 104.0 1 104.0 Z Z 101.0 !V- I ,� EXIST. GRADE , I-- 101.0 I - s,3 Ull_ = e`"'i ...,...,,,,«,.,,n,. m,a«.am«.«ma< '"^^^^ ,..a.....,... .:.,»... ..,......«e....«m-.v,..............,«...,a«.«.m...+..u..a.......,. e.,.»m.,....,,...a.m,.,.mv.,,.n,..a« 98.0€` ��f 98.0 _ SCALE: H OR: 1"=30' _ 95.0 VERT. 1"=3' CIL 95.0 I DBL. 38"x60"ALCMP a...A.«e---------------------m_ ` _ 92.0 CURVE DATA Z C-4 R = 400.00' A= 21'58'38" ca ARC LENGTH = 153.43' d ` CH BEARING=N40'54'48"E_ CH LENGTH = 152.49' " Z C-5 a R = 400.00' o Y j 0= 29'09'34" vi " 0 ARC LENGTH = 203.57' o W o �- CH BEARING=N15'02'14"E ' 2 1 W o ►, CH LENGTH = 201.38' S o C3..m9 uj p Us? U cn a a Of O Lu W W V)in Ir � d C qt 'c O v It co \\N 1. 0 p c L t W co co cy� 0) � 1 W � wt a N KEY MAP x r ' ry I C�d C440) w Q) <C 44nAdufth- r� V E� t 75 Q c: C C7 N o t c) L E a W I\ m c .N W (v U ® O o M a) Q WQ ~� a o z � a� �� ° Q <O ,_,_ uj W Ci r- � o 010 c(j).� �� 1 Ur o a 0 c:o 7 x � � U v c) • 0 40. r -4o C? c: -2 Q.�� o am 70 o= � 4- o c .ENGINEER AR 9 3 Z( RONALD HEN N „ PE, FL. REG. NO.34836 DESIGN DRAFT CHECK RMH DAG PROJECT N0. 0-;1 O J 4P P 3 DATE JANUARY 2003 SCALE 1 11 = 30, SHEET 7 OF 19 TRACT H1 } RETENTION AREA Al 105.0. 4 ' 10;7�. 111.0 16"PVC REUSE MAIN m .m Lu �• �' 75LF-48"RCP 0 0.1190 --- Lu M :a..a ,�:•k.�':ti>. 400;:: :d .iR. 'yF.�''<£�`*s%5,c. $4 n v Yy t.. a :a. OS • e 1. a' r. a �.e ,SSftA' ^° jstf. t„ 4a <uj%•a eaaA>% V �) � a`''6•� . L" '��: � fs' �;: n:`'otix;>R."fi6a� :s :.^aEY ;.`<o,G'o��}a <. RFs:: ^ <,e.'.f,.;°<�n 1<.'.. ,`;�::tFx•� ®.>f>;r ``,:z�<?�0''al°0°'w' ',v�re"•`,."�`.�;ss�o<°>:oy,n�G<o�.. :r°:ry..^:s: �r�:. ra��'a n a o,:aa',;s. •r.ra'•`�y>�9'`°r°w;M,t:`<,�n':oo;roae<aFa`<ri>^:�.°�i'o',i'da`*`kn3r•:..y.n�n eL':. ..<Soy^;.'.r.s-a.'�':.ri`,3Yr'f6't.r!'^'c?cf';. 'ecy-Aa7.,i..o n "= kre.4<Nrc.{. ;gZ�6.�`e'`zoyt.,a r�:. "^��' '':s',:rf h''A'ayr,<,,��e �`�r;'�'3�%r3:: .;ftr .„ > �r Q �a'b`;cia�a°�.^`'�a,�.�..•y^�S",-'.:','a`%oaA en.,'`< 't .,�,O;o' �, 'aa.n�-y'''.3�'^a�' �L�.'^.�•>�,s„'��w:;�,,'}: 'K:, %lXx^h Y.o�'0'r'��3». s.,a'G��:�r�n; oar.. 's,�zfY'�C�`,�3'a`i�> � ✓<r'aoFY.�e`.. .� . G,$,.?az�'.�e8 a,��o�Y a3. r„','T,.,� : ` G... ;<'?{�%� ,. •t �%'a `k¢r�w %G.°. to a<3zr,:A.<.<,xsyye`.'.r:,<',`"�✓>C ``<"a: G<'?' a�":.'oe£s�Fsea�L.�;, Ie!,Fyfx''r5a.a'.;iw..• .b.a.�.,., „»CGf'x!;•gZ h:$l �..sx`.',`n •ya, yyt ...�>'<xfp�.3;Lz�Sut,�+>',aa ':;ne�v�3;Ti>;��,h.,��'.<�`• :, '�t..�t x, 1 4c, ,:�:,�.; 'e°<a ;.'�',�Y..<'a^ "�'',"`�i,',.�,p°ed''^` 5 •r,r,�k:�: ^�€�� ,<a^ �;a�,'fo:�>' %� ,�.. :'� a�ti�:4�.7frd;;''av' xo>, : y � 7. v a . ` ...t • 6%•,�a"y �aa/ hi�r'• ^aan `xlx.:;v �:,,.s.i::r' ti'.,,,�waa 10 p_t._ STA 45+08.11 116.0 113.0 110.0 107.0 SCALE: HOR: 1"=30' 104.0 VERT. 1"=3' STORM ST - CTU MITERED END SE TION W/ SPLASH PAD STA. 45+61 - 8 ' LT. INV SEL.1 0f-00 TRACT F (RECREATION) ,"TYPE P-2 INLET STA. 45+98-17.5' LT. RIM EL. 112.14 E INV 105.08 (48") SW INV 105.08 (48") TRACT A (SINGLE FAMILY) 4' CONC. S/W BY DEVELOPER >`t fa�;y�a's �',��:.,c,.`. 'tia•sa`s<�.•L,y'�,'+�,'''',•Yli'a:t,it''''�.,<s'�. ..Ta;✓3'\.,�•^,Z":^,aoa' k?e''Y, t»:s.;.; �f£. `cc>:',;r�'y ° ?'� ss G2 xkrc.. ort' ua<k : x.CS%�$i �'$>'rat:f f'a .3 a' .vn 6on'y}.u1G'rLYOtkASx:9.`'A�.' c ✓aW'. x,:, A°,ya<r'n� <: •'N%;�'>:' wS a,: t3, ;.:`c.�... aYL. ^aac 3 r�ra n i»+L!az`3'o"2s<• `30. <�ro,'ar°:a�' � rr;:�^:, ,''af V, .,.,y. s<s3%'<;G° ..;r2<, adaf;:^•.spa t{;cz,:3%%3n' .a,ov:u•.; .r�.,.; i?;o "a;^'a;e,,•?•: t�,4�''�<,yr„>s's�,F.<'`yc •fi.,*c'°"Y<..,�':.o.. :z?rs. Q • �.. O 'les'F � .• o 16"PVC REUSE MAIN 113 0 80LF-48"RCP 0 0.05 P.T. STA 47+03.38 t' 0 STORM STRUCTURE 46 TYPE P-2 INLET STA. 45+98-17.5 RT. TRACT B ~S.0 , STORM STRUCTURE 47 RIM EL. 112.14 (SINGLE FAMILY) 7 OMITERED END SECTION"w W INV 105.04 (48") . 0 W/ SPLASH PAD~ 3'' S INV 105.04 (48" 0 •...TSTA. 45+59 - 85' RT._ ,� W INV 105.04 (48) MO NT G O MER Y AVENUE INV EL. 105.00 -'..,- 47+00 48+00 RETENTION AREA A2 45+00 -7 / 46+00�' f Li.T- I - U 367LF- 8"RCP 0 0.09% N F a A Z �;.ar<r u%TLai'o a' N - y:�t 7 rgt afif �>a` O V own 'o O 49+00 • , •-GRADE 116.0 113.0 ri 1 110.0 to SCALE: HOR: 1"=30' 107.0 VERT. 1"=,3' TRACT A (SINGLE FAMILY) M+51.'74 100' VERTICAL CURVE _ �. n�."...,... EXIST. GRADE .��.�...�_� -...i,,.�.,�..-�.�.....�...w...�.�..m.,,..n,.�...�,.�..,un...,�. Y........w.�..�...W�.....�y.. PROPOSED GRADE 48" N Oco -+ _04 tn r 0. W 4 J W 0_ W O: W SANITARY SEWER STUB & PLUG 55LF-6"PVC REUSE MAIN STUB & PLUG STA. 52+12.5-46.31T• INV. 109.68 (8") CURBED SIDEWALK RAMP 4' CONC. S/W CROSSWALK, TYP. BY DEVELOPER MPH) (R2_ ION ( IMIT S ay��>':�;>` sL;»<k`,;� %r• "aY%aa;'<.< `�'.. :,s>o as:yy.>a'�,..rs,':..n.,.^..r-, . se :r%:Lszs3ad<:. ['ED I- ,.:i; :' �°N6i,k :�y.5�<::n�rY nG:fnY,"1\fig, �': tt<a ' <sT .: .y:/aoy:,.. `"'�`n .k> '%' ?•S •>`;�<. r:<!a��: I� o$::. YFbSx.�•.u. .: zcx' r u'�. ,; �Li .:a'�et:<. n•LU n,.<`r.'' :r,'L�%n`< wi nn`:n.,so'., <:,',.. .. Jt']C. '",�r� .�.<> . ,..Cf.F/`,'.>• nu•�2 n: So-�n., c?'.sxe :tr•:C `. r,:(<., •?£;r'�r,:>:n < `<.t�,. y Z:a ;.,a:,. n: 4•sA> .!; ^±fii°s <r4.^ r § '^;3 ..a°: <F>Y�Y�: n:n'`:.... :'r•,<?. Gpi �.$ ro <Y `" < F .,,<,3r';,,;, < k�>.^^ xd¢.a r�$F,. <`,rfi: • .;.#'8:s ^ oQ.: ::,¢.>.�`a<: ;: u <`MiG.fi swnr •2 w ` G?3e e<l "'$:,o;' ' E"':..°,.o . Vii? ll. <e�ix, ✓ x'.�a.:`L x" ..3 -....G'''oo ,.I;; �i %.. ry:, .: ,F :Lbc., '^.ha <rn@'� .�, .:: <,v:..,o�°a*,r^.za^:'ds'., o: > s,"%°�".` Vin+'• .;09 < r~��.%`3�,S.r,�." :.. a.<�.<,^. :'nik.. a:s.`>a ,..n`s!,!W'+�Mic' :s:.ns.'3 :> ..: >nr._. ¢,i°<>°or n.�:_��?%'O9'�.`. �2'.✓bt3�..£NR azo.ao r" oVU �L . L::��•:'4 k r Doo'^>;:• +`:1e Ji' .`as n f. ra'gm"Q.�ail'� J CURVE DATA Ge et ."4'',t„liar r<:a`e'ah>:ar<X<krfhG°3�'9sr°rti�`?oi?;<"c°<at<.+:.°d.�ao•nhp„g . C-7 24" WHITE STOP BAR �-� (4' BACK OF CROSSWALK) TRACT TRACT 'B' "GI' STOP SIGN, 30"x30" (R1-1) ARC LENGTH = 254.96' W/ 4 -WAY SIGN (R1-3) _ 1-16"16" CROSS 1-16" GATE VALVE CH LENGTH = 254.12' 2-6" GATE VALVE TRACT 6 C-8 (SINGLE FAMILY) 20LF-6"PVC REUSE MAIN STUB & PLUG R = 910.00' P.I. STA 52+06.70 MONTGOMERY AVENUE 50+00 51+00 ARC LENGTH = 101.93' 3+96.17 100' VERTICAL CURVE CH BEARING=NO2'39'28"W vu 90 CH LENGTH = 101.87' TRACT 'N• O C� TRACT .E. TRACT T O Hv ao s � a: w Z1 V -0.97 PROPOSED q GRADE I ME . W CURVE DATA C-6 R = 500.00' A= 22'22'36" ARC LENGTH = 195.27' CH BEARING=N10'43'51"W CH LENGTH = 194.03' 'VC WATER MAIN STUB & PLUG P.T. STA 53+08.63 CURBED SIDEVIALK RAMP EXIST STOP SIGN, 30"x30" (R1-1) GEN 6Q. R -•0-W W/ 4 -WAY SIGN (R1-3) EVA STREET 24" WHITE STOP BAR 4' CONC. S/W (4' BACK OF CROSSWALK) BY DEVELOPER ® - t '{ ■ r ,fi'X 'ak % 'ra v% a..: 'e i3rr •r 13' CROSSWALK, TYP. 8"PVC WATER MAIN -'� CURBED SIDEWALK RAMP, TYP. 1-8"x8" TEE 2-8" GATE VALVE 1-20LF STUB & PLUG CONNECT CONC. SIDEWALK TO EXISTING SIDEWALK SANITARY SEWED 94LF-•-8"PVC SAN. SEWER 6 0.35% STUB & PLUG STA. 52+09.2-47.8'RT. INV. 110.01 (8") 52+00 53+00 100' VE TICAL CURVE to co 0: W . KEY MAP CURVE DATA �. cnco N.:.. C-7 "Z TRACT R = 910.00' Q= 16°03'10" TRACT TRACT 'B' "GI' a...J ARC LENGTH = 254.96' a_ w _ W to co 0: W . Y, ty.f?s iti ✓aZoa��ry ! r`a°< 5.� L:eq:3; E S Y - --- G M� NTGp --.,.. MERY q VENUE- 16"PVC REUSE MAIN STUB & PLUG REMOVE EXISTING BLOW -OFF EX/ST" 8 ° GATE- 11,4-111F VALVE & CONNECT TO EXISTING Ex�sT. 2"BLOW-OFF I/,4L W 8" WATER MAIN. LO 718 54+00 a: 119.0 116.0 113.0 110.0 KEY MAP CURVE DATA U C-7 "Z TRACT R = 910.00' Q= 16°03'10" TRACT TRACT 'B' "GI' TRACT 'C2• ARC LENGTH = 254.96' 4CT �! CH BEARING=N13'53'34"W TRACT "J' CH LENGTH = 254.12' IRN C-8 "F'C TEIAS�,T R = 910.00' A= 06'2603" l'1,2q' ARC LENGTH = 101.93' 3+96.17 CH BEARING=NO2'39'28"W TRACT 'A', CH LENGTH = 101.87' Y, ty.f?s iti ✓aZoa��ry ! r`a°< 5.� L:eq:3; E S Y - --- G M� NTGp --.,.. MERY q VENUE- 16"PVC REUSE MAIN STUB & PLUG REMOVE EXISTING BLOW -OFF EX/ST" 8 ° GATE- 11,4-111F VALVE & CONNECT TO EXISTING Ex�sT. 2"BLOW-OFF I/,4L W 8" WATER MAIN. LO 718 54+00 a: 119.0 116.0 113.0 110.0 I w v _. >_ Cl) ZD Zo . , < �' �F- C w Jp6 S� _ 1 W CL Q.. 0 cr V) W c� C= N C:> . LI is +a pr � w co Q w woZ" 116.064 �6� Lo 113.0 � q 110.0 � W � LL 107.0 0 CL 104.0 c W z Q) Q o -F- 4r.4 r 1 p N E L: L E � D Q Q) . I✓ v Q Z Q O o W � w a Lu 04 12 0 wco _ Q i O Z w Q Q....% _' w cu _o 00 �? w e 00 o ,o c o W Q 04 o � cZ ° U- us 0 o`_ M 00 ' � 0 M c 0 ~ v •O C 0 ENGINEER RONALD HEN*N II, P.E., FL REG. 34836 DESIGN DRAFT :HECK RMH DSG �. PROJECT N0. 0 TRACT "Q' 1054PP4 DATE OCTOBER, 2001 TRACT '131 ACT 'G2 SCALE 1" = 30' SHEET g OF 19 KEY MAP U TRACT TRACT TRACT 'B' "GI' TRACT 'C2• 4CT �! TRACT 'C' TRACT "J' IRN "F'C TEIAS�,T l'1,2q' TRACT 'A', 9 TRACT 'N• O C� TRACT .E. TRACT T I w v _. >_ Cl) ZD Zo . , < �' �F- C w Jp6 S� _ 1 W CL Q.. 0 cr V) W c� C= N C:> . LI is +a pr � w co Q w woZ" 116.064 �6� Lo 113.0 � q 110.0 � W � LL 107.0 0 CL 104.0 c W z Q) Q o -F- 4r.4 r 1 p N E L: L E � D Q Q) . I✓ v Q Z Q O o W � w a Lu 04 12 0 wco _ Q i O Z w Q Q....% _' w cu _o 00 �? w e 00 o ,o c o W Q 04 o � cZ ° U- us 0 o`_ M 00 ' � 0 M c 0 ~ v •O C 0 ENGINEER RONALD HEN*N II, P.E., FL REG. 34836 DESIGN DRAFT :HECK RMH DSG �. PROJECT N0. 0 TRACT "Q' 1054PP4 DATE OCTOBER, 2001 TRACT '131 ACT 'G2 SCALE 1" = 30' SHEET g OF 19 S. R. 50 STRUCTURE #73 I TYPE C INLET I I ( W/ DRAINWELL IT 14 + 1 L TA 0 56.9 5 I I S i3g 1 .4 d GRATE 126.67 �6 I I NV 12267 8 E I 1 " I OLF 16 F V�l, RESE i TUB & P U 1 6" T i • 1 E 1 2 16" ' TE VALVE I z I I B = I 6%F 18" CP 0.2f I I S, 00-30-230r W IT I 8$.24' ST 140 00.00 x F I i pp i E I ( P WET S A XI T ( I M w/ " AIN 1 x8l I VALVE & 1`ALV� : 3 Y I I I 51-F• -16"XI,V STUB& I I S S 5 i I I � x I I I W P.I. STA 140+88.24 TRACT "D�" P.I. STA 143+50.58 >- STRUCTURE 58 COMMERCIAL 2"POLY REUSE SERVICE W TYPE E INLET STUB &PLUG STRUCTURE P o �- STA 141+95-16'LT P.I. STA 142+17.24T1 1 4 T 1AIN A .30 R 2 P GRATE C tui 6 V )t;> crA;. >'�:.> ;ice. :�,�•, i `yT i O i E INV 119.60 18 STUB &PLUG r G I •E,•r f ¢ S 1'38'29"E 4.79 FIR HYDRANT AS BY,r t 6 THERMO YELLOW OUTLINE , x W/ 18"WIDE CROSS HATCH142+12.45(4 BACK OF CURB) 7 P.I. STA 10 O.C. O► 45' ANGLEr fi 3" _ w 5' CONC SIDEWALK s+ t R i NOT 5 yy n0 NO FT TURN O LY LE N 1 "PVC RF�,USE MAIN `` 12 5.I, 8' CROSSWALK, SEE DETAILS , , I G Ili �, - • v v tt> '4 tlsr • `.� u r f' ], E I I I t t I� j 1 AT' R 2 w R CURVE h vh lr coAc^? » cr Q eyxg s+ T R r, ' I P A E M :r: i%C W PPI L •.� G SADD `i' l:. ab b. 4 s X (� U Z o - -i ENTER R5 • -�^ DO NO E T N E } .� '•I � � i o9 :CI r = �, � ;syn ; P I TA 141+60.71 S� 5 I � � � f i - mm�mm .. P' _ SEE DETAIL a. i a � 8' CROSSWALK, k RE SE I EASEMENT TYP. 5 I a ..:� _ CURBED SIDEWALK S 0'39'42" W 6.25' o RAMP, TYP., SEE DETAIL 6 THERMO YELLOW OUTLINE ARC LENGTH =: 64.43' Q #�. STRUCTURE 72 �� i TYPE C INLET w/ TRAY. ID RI ACCESSVE PAVEMENT SECTION LEGEND TYPE Q w4 0 SLOT EAST SIDE & DRAINWELL ACCESS DRIVE TYP S-3 ASPHALTIC 6" LIMEROCK BASE COMPACTED TO 98% MODIFIED PROCTOR STA 140+56.2-50'RT I CONCRETE MIN. MARSHALL STABILITY 1,500 LBS. Q GRATE 126.80 I (Q LBR 100 (PRIMED) W INV 122.80 (18") � ' n v a t) P•1. STA 143+62.34R STRUCTURE P.C.-STA, 143+86.27 TYPE .. #61 E INLET +^ ' ! = 250.00 A= 15 47 33 ARC LENGTH = 68.91' CONC. S/W 10' UTILITY ESM'T STRUCTURE 59 f 1 5 CONC SIDEWALK/ K W L TA 144+ 1 T 85 8.5 L T 1 00 ,moo ryo INV 116,40 (15") W TYPE E INLET # S. 11, D. 50 STA 142+10-73.7 RT GRATE 125.40 1 CROSS CONNECTION NOTES , PROVIDE KNOCKOUT FOR F 18"RCP EAST INV 118.40 THE REUSE WATER SYSTEM HAS BEEN TEMPORARLY CONNECTED TO THE W INV 118.40 (18")` POTABLE WATER SYSTEM THROUGH A CROSS CONNECTION DEVICE. N INV 118.40 (24")l THE CROSS CONNECTION • HAS A 6" GATE VALVE, VALVE BOX AND A I 6" REDUCED PRESSURE BACKFLOW PREVENTER INLINE. ALLOWING WATER TO FLOW INTO THE REUSE MAIN. WHEN REUSE WATER IS AVAILABLE TO THE SITE, CONNECTIONS TO THE PROVIDED REUSE MAIN STUBS WILL BE MADE. WHEN CONNECTION IS MADE THE CROSS CONNECTION VALVES WILL BE CLOSED, THE BACKFLOW PREVENTOR REMOVED AND THE MAINS CAPPED. 8"PVC WATER MAINf/-2"POLY REUSE SERVICE 2-8" GATE VALVED J1 - GA TEE 1-8"x8" CROSS I \ / �1-6* GATE VALVE TAP 6" END CAP FOR UTILITY EASEMENT 2"POLY REUSE SERVICE STUB & PLUG 1-8"x6" TEE 1-6" GATE VALVE 1-S" GATE VALVE wt VALVE BOX IOLF 8"PVC STUB 1-6 REDUCED PRESSURE & PLUG BACKFLOW PREVENTER 1-6"x6" TEE CROSSTI - P TAI 140+00 141+00 CS 127.0 ------------------ PROPOSED (� GRADE 124.0 18"RCP 121.0 118.0 E 115.0 Ili -" r<. Y SEE CROSS R CURVE �= CONNECTI ON STRUCTURE #62 TRACT STORM MANHOLECOMMERCIAL l:. ab b. 4 .DATA U Z a O SCALE: o9 cq s� 24" WHITE STOP BAR' (4' BACK OF CR §SWALK HOR: 1"=30' f i - mm�mm PROPOSED 112.0 VERT. 1"=3' EASEMENT TYP. 5 I a 138LF-24"RCP 01.781 S 0'39'42" W 6.25' o 0 6 THERMO YELLOW OUTLINE ARC LENGTH =: 64.43' W/ 18" 10' O.C. WIDE; CROSS H CH £PROPOSED 20', o 4 ANGLES; ID RI ACCESSVE PAVEMENT SECTION LEGEND TYPE Q rx EASEMENT TYP. 0 TRACT P ACCESS DRIVE TYP S-3 ASPHALTIC 6" LIMEROCK BASE COMPACTED TO 98% MODIFIED PROCTOR 12" STABILIZED SUBGRADE COMPACTED TO 98% MODIFIED PAVEMENT CONCRETE MIN. MARSHALL STABILITY 1,500 LBS. MAXIMUM DENSITY PER AASHTO T-180, PROCTOR MAXIMUM DENSITY PER 500 25,0 LBR 100 (PRIMED) AASHTO T-180, LBR 40 � ' n v a t) P•1. STA 143+62.34R STRUCTURE P.C.-STA, 143+86.27 TYPE .. #61 E INLET a r fQ:4:.>. r.. t A kc r<. Y SEE CROSS R CURVE �= CONNECTI ON STRUCTURE #62 TRACT STORM MANHOLECOMMERCIAL l:. J 9"• E`> DETAILBELon b. 4 .DATA U Z a O O o9 ti. 24" WHITE STOP BAR' (4' BACK OF CR §SWALK 5 f i -s 0'39'42" W 5.51' PROPOSED I EASEMENT TYP. A= 14'4557" 138LF-24"RCP 01.781 S 0'39'42" W 6.25' I 6 THERMO YELLOW OUTLINE ARC LENGTH =: 64.43' W/ 18" 10' O.C. WIDE; CROSS H CH £PROPOSED 20', o 4 ANGLES; P.R.C.44+ R . .C. STRUCTURE R A 7 S 50. 0 ''�.,. g �z DRAINAGE CH ..BEARING -�� 509'15 48 W rx EASEMENT TYP. TRACT P ;� LINE TRACT D COMMERCIAL GRASS SOD STRUCTURE #63 GRASS <e' TYPE E INLET P.T.P14 1 STA + 1 5 9.6 500 25,0 C 10 34' CROSS ACCES EASEMENT � ' n v a t) P•1. STA 143+62.34R STRUCTURE P.C.-STA, 143+86.27 TYPE .. #61 E INLET a r ' ! = 250.00 A= 15 47 33 ARC LENGTH = 68.91' CONC. S/W ,4 ^� f 1 5 CONC SIDEWALK/ K W L TA 144+ 1 T 85 8.5 L T 1 00 ,moo ryo INV 116,40 (15") - ----_EX/,ST _ - - I GRwz PROPOSED GRADE Mq k ?-%-� 01 • • I I _ - - - - - 4• Mq 7 E E,Y/ST• 6R,49Z-7 n,.^5x;,;,.9.�L. <>ni•%..:<o�.<«y:<,<�'r><<;:��.."'?. 'o»�'Y.t.,+S'"�a"x:5„n:�'„ <��r*N'r9�^',t;:,,>'<cC ''`.,%e 4:�>> CT °,f)., AERCI 142+00 STRUCTU TYPE E I ,?..:.> 2 ..Scio s \z 9 1 s.,rosloi`n i o.S . ! c ;Qrw+ N) s"3a. R:OvY f.^ r„AjN. SO 1 6REUSEcei`n: PVC MA I air O .N� D. �AWA 8 PVC WATER MAIN F k URBED SIDEWALK 8' CROSSWALK, SEE DETAIL ' ` AMP, TYP., SEE DETAIL 120.0 STRUCTURE Q# 1 SANITARY STU &PLUG �-I Y I 0 Lin x:`14 I i 3 I I --z09LF-8"PVCA { 0 �.��r. Ido �I ii1 CURVE 0 STRUCTURE #62 TRACT STORM MANHOLECOMMERCIAL "ice'" Z 3 3: .DATA U Z a O O o9 ti. R-9 250.00'.. 5 f i -s 0'39'42" W 5.51' PROPOSED I EASEMENT TYP. A= 14'4557" STRUCTURE #66 S 0'39'42" W 6.25' I � ARC LENGTH =: 64.43' STRUCTURE 865 <xcsz.^ P.R.C.44+ R . .C. STRUCTURE R A 7 S 50. 0 ''�.,. B-01 CH ..BEARING -�� 509'15 48 W TRACT TRACT P � �� sr x LINE TRACT D COMMERCIAL GRASS SOD CH LENGTH = 6 4.25 GRASS <e' SANITARY MANHOLE P.T.P14 1 STA + 1 5 9.6 500 C 10 34' CROSS ACCES EASEMENT � ' n v a t) P•1. STA 143+62.34R STRUCTURE P.C.-STA, 143+86.27 TYPE .. #61 E INLET a r ' ! = 250.00 A= 15 47 33 ARC LENGTH = 68.91' CONC. S/W ,4 ^� _ 5 "- 1 5 CONC SIDEWALK/ K W L TA 144+ 1 T 85 8.5 L T 1 00 ,moo ryo INV 116,40 (15") - ----_EX/,ST _ - - / . " CH BEARING= A ING S08'45 00 W CH LENGTH = 68.69' GRwz PROPOSED GRADE Mq k ?-%-� 01 • • STA 145+56.91 SEE GRADING PLAN _ _ - - - - - 4• Mq 7 SEE GRADING PLAN E,Y/ST• 6R,49Z-7 n,.^5x;,;,.9.�L. <>ni•%..:<o�.<«y:<,<�'r><<;:��.."'?. 'o»�'Y.t.,+S'"�a"x:5„n:�'„ <��r*N'r9�^',t;:,,>'<cC ''`.,%e 4:�>> 12070 10 9. o Q Lu a. SECTION Y- ,?..:.> 2 ..Scio s \z 9 1 s.,rosloi`n i o.S . ! c ;Qrw+ N) s"3a. R:OvY f.^ r„AjN. SO 1 6REUSEcei`n: PVC MA I air O .N� D. �AWA 8 PVC WATER MAIN F k URBED SIDEWALK 8' CROSSWALK, SEE DETAIL ' ` AMP, TYP., SEE DETAIL 120.0 STRUCTURE Q# 1 SANITARY STU &PLUG �-I Y I 0 Lin x:`14 I i 3 I I f5 INV. 115.00 (30") STRUCTURE 868. OUTFALL CONTROL STR• STA, 145+11-57 RT• GRATE 120.50 INV. 110.00 (36") £ � a t � Q .� O � a N C cv w TRACT c TOWNHOMES, STRUCTURE #67 MITERED END SECTION INV. 11.5.00 (30") M } F .t d� s I t T MATCH LINE G -G 143+00 144+00 � 145+00 146+00 ♦' VERTICAL CURVE 100' VERTICAL TICjtC}3VE 80 VERTICAL CxK'�rE EXIST. GRADE mm r sa s.. Lo Q& s ..e., f f SF S - '� �. - - ,,,.,� 'F„n :..�',.1•G Q � � �^ *M+ .t. � oil }\fi 's'7� q.,., " � 's: � �',F• • i,.Mf3 PROPOSED GRADE »,._e.,,.....,».,.»,»...,.,.,»,,..,»»,,,,,>.,»».,,,.....Nw»,..,....,n,aw,,,,..»»,.»..,,.,».»»,»,,,,,..,.�M �,,,,».,»,,,»..».»„A,.,,.»....�.w>v�.».,,. ,> ,,,,a».,..e,..,».».,......-..m,.,•»..�,»�»,,,,,�.,»,,,,,.»,.»,.,.,>.».,,.»w»..,,,,»..,,�,w,..,,.�, `»,,,.o.,�..,,..,w...,,,,,. „.», ,,,..».,w ,.�.»,,.>.,,,..>.,»».»,,......,,..»,,.».,,,»,..,..,,,�� .,.».,.,»..... ..,,.,.,. .,, �,»»» Q S 9 W. .,,�.,,m.,»»>»»,»,»>.,»»_»».�».,».,»»�,,,,..»„»,»>»»,»»,»»>,,,,>».,�».p,.,»� »s�»„»,,.,n v,�»,>.x.»,MM.�.,�y,.,.,,n»>•»,. .>»»„»Y,»_»»>�u,w,�.,»� ,»»,�, _ _.»,,�»»n•,,,.w,,.»v,,,.,�.,>vw,»»-o...,,»»,,.�.��,,,a,..,,,.,,>.�,.,,.,,», �.,» »,� .au»»,»»»�...�,N»,,,e....» �..�..�., `»` `,»»»»,.,»»,,,�,a,a�,,.�,nn„»..»,r�»,»»»,»» „».,,..w.,~ § J -N --z09LF-8"PVCA { 0 �.��r. Ido �I ii1 > cQ 0 4 3 3: I I U Z a O O o9 ti. 2 5 f i �- � 4e PROPOSED Q; EASEMENT TYP. R STRUCTURE #66 MITERED END SECTION U � f 3 STRUCTURE 865 1 1 MITERED END SECTION f5 INV. 115.00 (30") STRUCTURE 868. OUTFALL CONTROL STR• STA, 145+11-57 RT• GRATE 120.50 INV. 110.00 (36") £ � a t � Q .� O � a N C cv w TRACT c TOWNHOMES, STRUCTURE #67 MITERED END SECTION INV. 11.5.00 (30") M } F .t d� s I t T MATCH LINE G -G 143+00 144+00 � 145+00 146+00 ♦' VERTICAL CURVE 100' VERTICAL TICjtC}3VE 80 VERTICAL CxK'�rE EXIST. GRADE mm r sa s.. Lo Q& s ..e., f f SF S - '� �. - - ,,,.,� 'F„n :..�',.1•G Q � � �^ *M+ .t. � oil }\fi 's'7� q.,., " � 's: � �',F• • i,.Mf3 PROPOSED GRADE »,._e.,,.....,».,.»,»...,.,.,»,,..,»»,,,,,>.,»».,,,.....Nw»,..,....,n,aw,,,,..»»,.»..,,.,».»»,»,,,,,..,.�M �,,,,».,»,,,»..».»„A,.,,.»....�.w>v�.».,,. ,> ,,,,a».,..e,..,».».,......-..m,.,•»..�,»�»,,,,,�.,»,,,,,.»,.»,.,.,>.».,,.»w»..,,,,»..,,�,w,..,,.�, `»,,,.o.,�..,,..,w...,,,,,. „.», ,,,..».,w ,.�.»,,.>.,,,..>.,»».»,,......,,..»,,.».,,,»,..,..,,,�� .,.».,.,»..... ..,,.,.,. .,, �,»»» Q S 9 W. .,,�.,,m.,»»>»»,»,»>.,»»_»».�».,».,»»�,,,,..»„»,»>»»,»»,»»>,,,,>».,�».p,.,»� »s�»„»,,.,n v,�»,>.x.»,MM.�.,�y,.,.,,n»>•»,. .>»»„»Y,»_»»>�u,w,�.,»� ,»»,�, _ _.»,,�»»n•,,,.w,,.»v,,,.,�.,>vw,»»-o...,,»»,,.�.��,,,a,..,,,.,,>.�,.,,.,,», �.,» »,� .au»»,»»»�...�,N»,,,e....» �..�..�., `»` `,»»»»,.,»»,,,�,a,a�,,.�,nn„»..»,r�»,»»»,»» „».,,..w.,~ § J -N --z09LF-8"PVCA { 0 �.��r. �.. �• ,^�� :::;iso,,S�i� a'�•'"s ;s„ ii1 > cQ J w>b +i\ 3: v Nr^nY a�<x U Z a O o9 p ' C`4 PROPOSED 20' DRAINAGE EASEMENT TYP. R STRUCTURE #66 MITERED END SECTION f5 INV. 115.00 (30") STRUCTURE 868. OUTFALL CONTROL STR• STA, 145+11-57 RT• GRATE 120.50 INV. 110.00 (36") £ � a t � Q .� O � a N C cv w TRACT c TOWNHOMES, STRUCTURE #67 MITERED END SECTION INV. 11.5.00 (30") M } F .t d� s I t T MATCH LINE G -G 143+00 144+00 � 145+00 146+00 ♦' VERTICAL CURVE 100' VERTICAL TICjtC}3VE 80 VERTICAL CxK'�rE EXIST. GRADE mm r sa s.. Lo Q& s ..e., f f SF S - '� �. - - ,,,.,� 'F„n :..�',.1•G Q � � �^ *M+ .t. � oil }\fi 's'7� q.,., " � 's: � �',F• • i,.Mf3 PROPOSED GRADE »,._e.,,.....,».,.»,»...,.,.,»,,..,»»,,,,,>.,»».,,,.....Nw»,..,....,n,aw,,,,..»»,.»..,,.,».»»,»,,,,,..,.�M �,,,,».,»,,,»..».»„A,.,,.»....�.w>v�.».,,. ,> ,,,,a».,..e,..,».».,......-..m,.,•»..�,»�»,,,,,�.,»,,,,,.»,.»,.,.,>.».,,.»w»..,,,,»..,,�,w,..,,.�, `»,,,.o.,�..,,..,w...,,,,,. „.», ,,,..».,w ,.�.»,,.>.,,,..>.,»».»,,......,,..»,,.».,,,»,..,..,,,�� .,.».,.,»..... ..,,.,.,. .,, �,»»» Q S 9 W. .,,�.,,m.,»»>»»,»,»>.,»»_»».�».,».,»»�,,,,..»„»,»>»»,»»,»»>,,,,>».,�».p,.,»� »s�»„»,,.,n v,�»,>.x.»,MM.�.,�y,.,.,,n»>•»,. .>»»„»Y,»_»»>�u,w,�.,»� ,»»,�, _ _.»,,�»»n•,,,.w,,.»v,,,.,�.,>vw,»»-o...,,»»,,.�.��,,,a,..,,,.,,>.�,.,,.,,», �.,» »,� .au»»,»»»�...�,N»,,,e....» �..�..�., `»` `,»»»»,.,»»,,,�,a,a�,,.�,nn„»..»,r�»,»»»,»» „».,,..w.,~ § J -N --z09LF-8"PVCA { 0 �.��r. �.. �• - Z W N�, U 12.6' a ��i� o9 p ' C`4 # R U I 3 W --Z; B-01 KEY MAP TRACT TRACT P RETENTION LINE TRACT D COMMERCIAL GRASS SOD GRASS SEED & MULCH 500 34' CROSS ACCES EASEMENT � ' n v a t) 1' 6' 24' 2' 1' 2' GRrJOE �-- CONC. S/W ..........................._...,v...,........,...,...,.,.,...11.,.......,,.,..««..............,.....:........................................«..,.,..«.,.,...........1................ ......... ......,....,...,....,. --- - - -- 4• - ----_EX/,ST _ - - --MiAtvN aa. _ _ - GRwz PROPOSED GRADE Mq k ?-%-� _ &GUTTER - 27. PROPOSED GRADE SEE GRADING PLAN _ _ - - - - - 4• Mq 7 SEE GRADING PLAN E,Y/ST• 6R,49Z-7 - - ------- ------------ 10 9. o 'TRACT Lu PROPOSED PAVEMENT SECTION Y- )' SEE PAVEMENT E.Y/ST. GRADE �} T RCAT •n' • A -T •2O' NTS SECTION THIS SHEET F- I ID MATCH LINE G -G N f I u>v,+wuq,eav' --z09LF-8"PVCA { 0 �.��r. �.. �• - Z W N�, U 12.6' a ��i� o9 p ' )- r U 3 W --Z; B-01 KEY MAP W -- 0 Z p � ' n v a t) W u N ........1 ..........................._...,v...,........,...,...,.,.,...11.,.......,,.,..««..............,.....:........................................«..,.,..«.,.,...........1................ ......... ......,....,...,....,. .,,..........,.............1............«..,,....-.«.,-,..,.,.«...............1,....,,...«.«............................,«........,.,..........,.......,...�.«...., g W 00 TRACT -0- i...ii. xs�.3 v0Z.� O w 10 9. o 'TRACT Lu - } } TRACT 'B' �} T RCAT •n' • A -T •2O' F- C1., CL TRACT •C• . a a TRACT 'J . ,� 1RAFC, TRACT .111. 5 5 C� W W W -- e M ar a 0 2� P 1 L O \ ' TRACT •A• ICT = . TRACT • . co TRACT T �l TRACT 'P •E• 'o N Q) 6,0 O Q W Q) ® �Sy o..e 0 ryn r W 0 < C4 C 127.0 $� %-- a 0-0 � Q Z c O o E 6 w0.2 � m N ^ 124.0 0 0 w co v > Q �, ui Q I- p qm o Z • Q 121.0 C1..> u `- w 0 0 W 00No N 118.0 `t c �o oz x o r �0 t=xxc),6 C_ I� • 115.0 c' c:o 0 m m 0 A- 112.0 ENGINEEF z-0( RONALD HENS N (i PE, FL. REG.. NO.34836 DESIGN DRAFT CHECK wf' RMH i3SG. PROJECT NO. cT 01054PP9 DATE y"AY OCTOBER, 2001 TRacr •ot Acr •02 SCALE 1 " = 30' SHEET 9 OF 19 F - Z W U 12.6' a ��i� o9 p ' )- r U W W -- 0 Z p � ' n v a t) . ,.� N w g W 00 ��••yy,. v0Z.� O w Lu } } F- C1., CL cj a a O O {� W W N 5 5 C� W W W -- e M ar a 0 ,tt P 1 L O \ iso = co �l ti C\Z co 0) Q) 6,0 O Q W Q) ® �Sy o..e 0 ryn r W 0 < C4 C 127.0 $� %-- a 0-0 � Q Z c O o E 6 w0.2 � m N ^ 124.0 0 0 w co v > Q �, ui Q I- p qm o Z • Q 121.0 C1..> u `- w 0 0 W 00No N 118.0 `t c �o oz x o r �0 t=xxc),6 C_ I� • 115.0 c' c:o 0 m m 0 A- 112.0 ENGINEEF z-0( RONALD HENS N (i PE, FL. REG.. NO.34836 DESIGN DRAFT CHECK wf' RMH i3SG. PROJECT NO. cT 01054PP9 DATE y"AY OCTOBER, 2001 TRacr •ot Acr •02 SCALE 1 " = 30' SHEET 9 OF 19 w O LL C\2 12.6' a ��i� Q p fly ^` Q) 6,0 O Q W Q) ® �Sy o..e 0 ryn r W 0 < C4 C 127.0 $� %-- a 0-0 � Q Z c O o E 6 w0.2 � m N ^ 124.0 0 0 w co v > Q �, ui Q I- p qm o Z • Q 121.0 C1..> u `- w 0 0 W 00No N 118.0 `t c �o oz x o r �0 t=xxc),6 C_ I� • 115.0 c' c:o 0 m m 0 A- 112.0 ENGINEEF z-0( RONALD HENS N (i PE, FL. REG.. NO.34836 DESIGN DRAFT CHECK wf' RMH i3SG. PROJECT NO. cT 01054PP9 DATE y"AY OCTOBER, 2001 TRacr •ot Acr •02 SCALE 1 " = 30' SHEET 9 OF 19 STRUCTURE T 35LF-2"POLY REUSE M " WATER MAINASTORM STRUCTURE X69 SANITARY. MANHOLE SERVICE, STUB & PLUG �rJ®°® 8 PVC W STORM MANHOLE _ , " y t _ STA. 146+21 0 LT 1-8 GATE VALVE p` 34 20.5 LT. STA. 146+ � H I 121.20 - RM CS STUB LF 8 PV TU 22 i, C REUSE MAIN RIM 120.0 0 » zx<>wa 8 PV » S 113 .00 8 ". 36 lzj ". 90 S BY. \SE 109.00 FIRE HYDRANT A M f9 E 11 3.0 0 8 f F CURB N 0 .00 36 " /� ( 4 BACK 0 /� >? 3N " ( � ■ � 0 8 A 112.9 P•Y•V• STA 148+51.49 () rra F 11 i i IT R A G f..R�/ C L M S 0 0 LON `.� `• TI -A Q v• 5 8 5 h . Q'� � V► SOUTH EDGE OF PAVM T '.��a� (COMMERCIAL) O R 7 Y k,,>4.za: Z' w. 2 . rGy, r9Nt. ..� T PARA T L 2' �. NO PARALLEL O C .� 4, Q. Q ( /� CURBED SIDEWALK RAMP ws r:rf. t o <a2'a 9sx t<\ f ii� n. >�2£r Q 8 O E 9 ><t ` 1-8x8 TE y 1 ,z. < � ti'Go . w%.ea 0 a9 VALVE 8 GATE 9. Sfi 16LF_ G STUB ,�-----" sem, S h, a'�`a <ll3a�.:'»»w'9<ra%:<.+. »c„<oNa• i..o�� 2a r Sju PLUGSa s .>: n: STRUCTURE tea. Sz. fir. . `•f<,. ".fat ✓,. STORM MANHOLE A , o r' r. utxr'`:2 47+89.22 TA. 48+94- .6 L ,,SS` � G2. fi`>s n.. .»:....•�� `+.a?, <. 'ova<, 16LF- 2 PY REUSE tiLa�°c .. u.^. 9C aV 0» o'eo2 r' r,%...: , ..P-- r•te1° >CS.•`T++A�• ,'v,"^ 9v ..^� ^9-�k 6 -L rS: V ' t 2 >f z>G>, ' ?� • RIM 118.80 SERVICE STUB LUGti SW (36__)08.00 P.C. STA 146+1804 SO'23'27"W 18.04' 1-8"x8" CROSS 3-8" GATE VALVE 20LF-8"PVC STUB & PLUG ,Y. 0 ry w. ✓:,.'.•.^.trySaa.y trret r 3 ^'< ..,.". i. 121.0 115.0 112.0 i 109.0 SCALE: H OR: 1"=30' 106.0 VERT. 1'f=3' 130+00 ritahn< WATER MAIN147t35•6 5 UTILITY EASEMENT 16"PVC REUSE MAIN 16" GATE VALVE 121.0 34' CROSS .-ACCESS EASEMENT STRUCTURE S SANITARY CLEAN-OUT TRACT "C" \-35LF-2 1/2 -POLY REUSE (TOWNHOMES) SERVICE, STUB & PLUG 1` (COMMERCIAL) -STORM MANHO& E �n. > ,u'`r 2R!e3s; <�c� EDGE OF ..r E• <F< n £o LJ Q �b P ST a .C.C. 3o�r <>+yon 3 P TSTA. to �L3L ,<xt, O ^ .t bye 150+13.01 Y• Y a 4n. a9<iG:if LL � DBL. 6H YE OW STRIPES `\ 146+ -I- g_l_:___ cn T MITERED END SECTION W/ SPLASH PAD STA. 132+92-85' LT. INV. 105.00 /Z STORM STRUCTURE 49 TRACT G2 RETENTION AREA B2 105.0 NW 103.00 36 147+00 -0.62% TRACE' "DI" STRUCTURE #38 (COMMERCIAL) -STORM MANHO& E -20' DRA +IA<� II , GE EASEMENT LIMITS OF 11 O• R �ALON .9A EDGE OF LSOUTH O� NOT PARALLEL TPOC LJ Q �b P ST a .C.C. 3o�r <>+yon 3 P TSTA. to �L3L ,<xt, O ^ .t bye 150+13.01 Y• Y a 4n. a9<iG:if LL � DBL. 6H YE OW STRIPES `\ P.I. STA 148+99.38 6' CROSSWALK, SEE DETAIL 148+00 -0.917' / / / .».,..^,�»,,,.,,�..,.,,<w,»�v„w,».....,»...,,..,•,.,,a,.,,»r...,.,,,.....,.v,»,,,=„_,w...,.,,»„�„vh,.»»...m._,,.,w,...�.._..,,,»,,.M,..�_,.�._...,..,.,»,m,w..»..�._..,,,,v.,»...,,...�wm„m<,,...,,.I„w,...,,,»».,r...,, CURVE DATA o 1- 5 TRACT "E" C-11 C-14 z'm COMMER = _ ' W ( CIAL) R 162.00 R. 118.00 =° U. 41'34'57" N" <- 23°15 02H f - s < aya . ARC , ( R LENGTH E GTH 1 17.57 Frw ' ARC LENGTH 4 7.89 + $9A i.l . i,C'ap» -=§20-3443"W(n Y CH BEARING S >� > GH BEARING Q A 150+98.0 F- a _ _ Z CH LE' _ STA 34+69.53NGTH 115.01 CH LENGTH 47.56 o Q ..<" .r 24 WHITE STOP BAR R = 162.00 R = 118.00' v r " � ae a f 1 fa <. 4 BAC -19'52'14"o _ �. .�... ... K OF CR ..: �.. ^ OSSWA «a 18 57 4♦ � - 0v a - 1n 0 'r ARC LENGTH _ TH 53.6 �,+ 1 ARC , LENGTH 4 v 0.92 WHITE STRIP E w z ,,off CHB - FARING S 51'26 57 W - w CH BEAR a£r, $ 55 E S50'26 CH LE 53.37 CH LENGTH O a o W v C- -"� it .aS A :' ::,,v<f.Sw•/•:'a':vi<'!ia V C-13 C_16 "Yef dyt< 2r; «r>2:,: a,P��;;,<�;�, �,:�'�;r3;•;"<,;C�r<£�.�!.�.ta: '�^ ``�'r'�'' <f �u .�, 5 c,a W•08 LL V. a.S. Co sNC 1 4iv.:.4-:+ >;�sy t....£ ^ �,. STA 151+5 _ _ .. =F�r ^��> 3.02 - w W C. fiw2 ..,�. <! ;N6"' R 112 a o .00 v `. n R 118.00 � atrt W .CNS:.' ci ^f. .e.a !cot t�0: H A a 'it': y. 31'05 39 a 35 '1811 a r a" TRAFFIC CARRO 1- W atARCLENGTH- ' �•�y�¢ �., 60.781ARCLENGTH_72. , DBL. f 6 YELLOWLE Lam_ STRIPE CH BEA o RING S4522 s 58 W - a CH BEARING � � � S32'471 L�1 aso. VI , H W W i" 3 LENGTH 60.04 50LF LENGTH 71. Qa. C.a 2 POLY 56 ,S REUSE z cca'. vt� G,. .s.�,:o. G:✓:�3rt» .�`;;arlb' £:.r.rf. e.i,,,e�, 'o^. 0:3.k1..r:a:C: �N.''v:z,h6r i'?lc?£ ,.a, ;;..i aaGCtav3'i:�r3ivraa i,�ryza:,",y�.°`<1»�"°1wi y,3,`.,k 4. 1pt• SERVICE STUB &PLUG Q �o W� Nn N W i- w 5 No f W5 0 20 DRINAGE EASE c r" s>La 1 I ` rr» 0 F, ^5 O:r • SI EWA t �.: r' STRUCTURE #71 o N N 6 WHITE STRIPE rar C<< pfi9 x N N 46' CROSS S50'26'21"E \ MITERED END SECTION .- 0 0 0 ACCESS EASEMENT 85.01' i ,f.,... � � ..... :..£ f �•2 ,. ,,'�';' "PVC REUSE MAI CURBED SIDEWALK RAMP 24.. WHITE STOP BAR 16 " » (4' BACK OF CROSA SWLK) `�°x� ` 00 CURBED SIDEWALK RAMP TRACT C S w (TOWNHOMES)CNO TOP SIGN (R1-1, 24 x24) 149+00 150+00 151+00 '� _ 100' VERTICAL CURVE I `\,` Vie• TRACT G (CONSERVATION) 090 j •. '� ` � �~*„�»-.ti..«...»...�.,w».,»..,,�..«..«......�m�.-,.,_,.,,,,..�,._.,,.. `I Cha=�,._«»»«««......�.....�.»,»»»„��.«my.,a,m,.».m.�».«..............»,,..,»,,,,.,«�,.«...,.«.,.w.... .««...,.»w.»..»»,m..,, � .,, <„� •� fes" 113.0 �- 4' CONC. SIDEWALK STORM STRUCTURE 4 BY DEVELOPER STORM MANHOLE ® 14. 'S A. 1.53+84-17.5 L . RIM EL. 112.05 SW INV 105.50 36" NW INV 105.50 36"� 133 S 60'22' 59" E 132 409.18' as - 35LF - 36"RCP 0 0.50% TRACT K STORM STRUCTURE #53 _ FUTURE ROAD BY OTHERS STORM MANHOLE STA. 133+84-17.5' RT. _ RIM EL. 112.24 NE INV 105.68 (36") SW KNOCKOUT 105.68 36 CONCRETE VALLEY GUTTER TRACT C FUTURE TRACT INV C CONNECTION ") (TOWNHOMES) 131+00 132+00 133+00 1 £ FUTURE 100' VERTICAL CURVE _ , 11 a a U a 0 0 0 fY w .u.^•,,,� v,w, m ^„««.,<, <u..». ,w w m aw w m ,,.. 4,Th» - �.^ �w. »� <"..,w,,.., ,.. w » w,. I. R_.w w� �» _� »v » ,a. w »n,� R.^ o a £w m co a m_ w u Lo 121.0 0 �; - O� 2 + + + ��c 2 I Lf)LLj T_ QT__V-14 Q rico 3 -- ---_ PRO OSED GRADE o» F- t° oi- ' P 'n m -»» - _ w.�m » .. a• w n»,,m- n-� _,» ,.n < ., , _ ,ate ~ w_tr. _ o- -_ -EXIST. GRADE �� ; 118.0 w O w c_p oCc Ei - �' a w o_ co Lo ».,".,.» ,,..u:»» ,»m,..»,w�.w»m,.»�,„ g,m. �.a.,.,�..»»,.,«4.,,.,,,.-,..,_.,.»,.w,».w,.._,,,<»,_.,� �.,». <a.»^w.,,.,,. _,.,».»w..,,�, � .�mwo-.«, � �•` 115.0 'CIO 112.0Li 0 2 0 0 , _ 109.0 oo `_ `° 36"RCP' ry W J d w lz CL w ' 106.0 0�d �1 2 I Q t.J 103.0 --� 2 ; 3 ..««.; 1 .,,.,«»,�„m_,,,,.,,ma 294LF-36"RCP 0 .707 ,»,,».,,,,».. gym.,.„�«. _,.w:.,».�,,,»„m,,._: ,...».»»,».,»» ,»,�.. »..».,.,,,,...«»».,<�.,.,»,.�"a...�.«.,.,»,.w,,,,.»^,,.»,»».,�,.,<»,,,�..�,.,.,..,«_w..,«».<.�m.�,,,w.»,��.�».»,�.4.,,»-.•..>«»<».�»„»..,.�.u.,w,.�,.,,. w. ,._«,�.,..«vRw.,,,®„<, 100.0 �x 97.0 .. C O N �L E � � ry io TRACT C TOWNHOMES TRACT D1 COMMERCIAL 0 - ' 4 EASEMENT EASEMENT ) LINE LINE CROSS ACCES'EASEMENT N o I_ L0 (WIDTH VARIES) E a LL nN Lu (V U 1' 6' VARIES 2' 1' Q 0 o w EX/ST. C/390E CONC. S/W (24' - 3fi') W Q t j <( MIAMI CURB ~ n N ---------- -- & GUTTER EX/ST. GRAPE N z PROPOSED GRADE Q SEE GRADING PLAN O --- U w PROPOSED PAVEMENT r � 0 0 SEE ACCESS DRIVE PAVM'T EX/ST. GS'r�OE w 0 0 10 SECTION Z- Z SCHEDULE SHEET 9 c '� y N 136+00' NTS C.• �= W Q >(' C V) a c o N -,O Z X o� 0 U - (y) (h I o 114.0 'c �o me s `• .•,»m �.. n , ,a. »....,,»m»», ®„»„�. _�..s • . , �+�.�' c:cn O O EL 45 0 0 m«.«...,�_«,«.....««««««««««««.«. �.. � «».«»«�.«.««..�.._.T.�.��. �•„�....« 111.0 a t- 134 e 134+00 n.mlm,. X35 7-.-.0.," 113 135+00 £ I EXIST. GRADE I FUTURE 100' VERTICAL CURVE 114.0 ------===----------- ------r--r-- -0.817`\ FUTURE ROAD � f 1RADE (DASHED LINE)-�0.75� - ,».»,.,.,m,...>„»....,.»,,.>,,..,..»,... .»»,,,�,.,,»».>»,»»»,»..,>.>„»»»>.,»»,,,,»..>,»,,..,.»�.,,,,. - ,»>,.m.»,,.,,..,•,...»:.,,,-. ,..,.,»,,,..,»,»,.,<.,,,a,r<.mF,»„»»„».,,>».,,........,»»,..»»^,>,»„»,»>,,,»»>,»,...w�,. 2A1,"i!!, ym.»,•>».,..,,,,,..w,,,�.r »nL,»>,. ,>»�•I.....,.a» yB:»�.,� `,,.m,w»,.,m.,,,,,»,.,,w.,»�.m,..a,»,,,�..,,,, .•. > »,», ».gym,,,», „»,i»».,,.. .., » ..� �: �.,�y»nrt..,.,: s.. -0.81X r C'-- - s ----- 's $ ••aa aa�„arra rrr r-raar R6f=-'s-'r•i € TO•Iw/IO 111.0 I / .,.,.»..,,,,,,mw...»».,,»»„»,.+,.,,m»,»,m»>».., u�...o,..,w,o.»„v,»,,,,.>„uu,>,> .J.�i P>,>+,,,..i«»,•,,....e»>a.>„^.,>»»,.»»».,»»».�».m,.w,�,,.m,,,»,.»,».... v»„ „>»»„»,»,,.».>»,<»„�,m»,o,,,:,. mssm»,»»>,c.»»»..,»»,,,,�.,.,».so»,,,»,,,,n>,.>„>. » .�.,„•.,»»,>n»»,».,.m,•,«nv„m,..,,.,,.m,.,.m».1..� »,m,^»,n,»„ tE >»>»»„»,v»,m,,..m„w»,.v» ul>,Ow.,,,x,»,.•..,.,.»uv,,,,,»»,,.,o».,».,.,.,,..».,»»„»»>»v>»ru.»,w>»,>» »»>,»,»„»„»»xm>,»,,,.,. a , \. „»I:,> < i O O O -- _ _ p 108.0 t o w w w w------__� £ - - / a•- r - a M 0 0 0 + ° oo 0 0 36 RCP inm.� ». w - m »,.. »,.»» m, , ».m m»>, »mow � �» w» ,»» »», . >.» "u- 0 0) 0) •- 00 Q, co w o m , _ » 36 RCP n O ._."..«..«««.....««««««..... ...........«„«««. ..«.«. «« ....«.«««««.., «. .«« �...«««..««.«««.....«««.ate.. ....««.«.........««.,,«.«�...««_..«.«,,.:,«:..,««..««...«._««....... ..«,......«..«>...«,....«.,«.«M .,._.. »«.««..«�««..««««««. ....."«.«...n.,.S.....,....- ..............«..«.«« e.««««,.««..««««.� _:««..«,.««««+.,«,«....«.««.«.,.......«.._.«...,.„,.a«««««««««««._«.««m...... 105.0 M W� Q T a{ Ih In a o I ''� N co <t co Q o 0 0 w ¢ o {� A r� .^ �.j. r Sy>, a 1- Q • !- • �» • £ N ,.,,,»»»,»»»»..,. .,»„»»,»,.»..,m,.,,,.»..»».,. m,,..,m„».>.,.w,.».,>»»»>».»,»»»»•:.»„>m,w,»»m,.»m,,.wm»»»„»,»»...»»w., <�»�»,w.w»»m,m -vi_o :.,.,,»,m»��»,w,�:.»,,,�w,,.m»»,,,,,,,�, .m,,: ,:. m.»»>n,.,..,._», e»,<...�•.�,»,,,.»»>»>„».�R„w,.»^,,,.,>,m„m, m.u„m-»,,,,,m»m,,,,��»»w�,..,,>_.».,»,>.»,»»»,..,. V_ I G'V e'J I » t� a 00 0 w• T - - =CNN o: w « n. w •••..,•,«,•,w a:IzEll---- - a w w102.0 w I 2 ,»»»»„»,»»..W„»»,,.»„»»»,M.,.»».w».w,,,mm.,»..,.u»,,,»»,.�„ .w...um�..Q M ».»»,»„ • »»- ��»»»A,...,,»,,,.m, w .®..a.,,»,»»�„ LJ v> a a ( M° t L » ,.o0,.•m0»m,,,.»,». Z,{�y.,,,m».,.,»,»».o»,,,,,».»».,,,,»�.»,,,,,.»,Mm « � . m W (n en W %Z11 KEY MAP ENGINEER 108.0 TRACT •o• RONALD HEN N ii PE, FL. REG, NG.34836 TRACT "B" TRACT DESIGN DRAFT CHECK TRACT A •G2" TRACT 'C' RMH DSG ,RFS N,� TRACT.f F PROJECT NO, 04P 10 lfjACT 4 A T i P TACT 9 TRACT "Q• , 105.0 H2 �'' TRACT •N• DATEJANUARY, TRACT •e t<� 2003 TRAC E.T TRACT. •Ot ACT '02 TRACT '1" " SCALE 1 „ 3 0' SHEET 102.0 10 OF 19 MASTER SUBDIVISION PLAN CROSS-SECTIONS TRACT TRACT TRACT TRACT TRACT B UNE UNE LINE LINE TRACT K SINGLE-FAMILY TRACT G - RETENTION AREA A2 TRACT 0 - CONSERVATION AREA TRACT G - RETENTION AREA 82 60' FUTURE (LOTS 58-62) GRASS SEED & MULCH, ALSO SEE MITI- ROAD R/W GRASS SEED GRASS SOD GRASS SOD GA11ON PLAN FOR PLANTING REQM'TS GRASS SOD GRASS SEED GRASS SOD & MULCH VARIES, 0'-9' VARIES, SJRWMD SJRWMD &MULCH 40' GRASS ' , , 40 15 t21 BUFFER MEANDERING SHOAL .UPLANDS VARIES, 15 40 VARIES, 40 15 - _ f2% BERM SEED & BERM 25' AVG , CREEK, WIDTH VARIES BUFFER SEE PLAN ' BERM SEE PLAN BERM CR.oz- MULCH 15' MIN. 25' AVG., EL 114.0 / 15:1 MIN. BERM EL. 113.0 1�� EL JURISDICTIONAL 15 MIN. MIN. BERM EL 113.0 _ - _ , _ ` T ' - - �- WETLAND LIMITS 'S p DHW EL 111.92 - _ EL 112.0 15:1 �-� - - ' " 15:1 �?` I VARIES, SEE PLAN G--- _ _A-DHW-EL 111.72 �'"! 3- 7- 5 j EXIST. EL �j.` s, _ _ _ -- 1 aoYR FLOOD �o�of _ __ - POND BOTT. EL 105.0 `Sl p EL 101.0 - - POND BOTT. EL 105.0 sdya°'s` `.`sa, r �:°��°�<..> SHWL 99.0 SHWL 99.0 Q STRIP &REMOVE ALL SURFACE N � � �'•��-��-�� `�a�yR`��s"�r� SHADED AREA = COMPENSATING p = ORGANICS. FILL & COMPACT TO - EXrsr. EL 99.0 STORAGE VOLUME, EXCAVATION SECTION A- A 95% MAX. DENSITY PER AASHTO EL 99.0 BELOW THE 100YR FLOOD EL 101.0 NTS T-180 IN MAX. 12" LIFTS �` �� EXIST. CREEK90TTLtf1 0*% -.S EL 99X0 - L _ J TRACT TRACT NORTH TRACT A UNE LINE p SINGL"GRASSSEE TRACT H - RETENTION AREA Al TRACT N - CONSERVATION AREA GENEVA ST. R/W TRACT A (LOT(UNIMPROVED) FUTURE SINGLE-FAMILY GRASS SOD VARIES, SEE PLAN GRASS SOD SJRWMD SJRWMD GRASS GRASS SEED & MULCH & MULCH VARIES, UPLANDS UPLANDS 15' 40' GRASS 40' 15' 30' 4'4'4'4'4'4' BUFFER MEANDERING CREEK BUFFER SOD FILLED AREA BERM SEED & BERM 25' AVG., 25' AVG., t4' 2' MULCH 15' MIN. 15' MIN. 15.-j, MIN. BERM EL 113.0 15:1 EL 112.0 JURISDICTIONAL WETLANDS, TI- - DHW EL 111.98 `� LIMITS VARY, SEE PLAN I EL. 117._0 EXYST. CifOE _ _ MIN. BERM . 102 EL 0 Sy y1 -- PON�100YR FLOOD L_ D BOTT. EL 105.0 - �.' EXIST. GR/lOE-� - - _ _ t/_//� _ - ) EL 101.0 SH WL 100.0 p EX/ST. EL /OZ.Of SI _ STRIP & REMOVE ALL SURFACE STRIP & REMOVE ALL SURFACE RETENTION SCALE - - ` - ORGANICS. FILL & COMPACT TO ORGANICS. FILL & COMPACT TO BOTT. EL 101.0 \� ��xsr. EL 99.0E 957a MAX. DENSITY PER AASHTO D SECTION B- 95% MAX. DENSITY PER AASHTO \ SECTION H H T-180 IN MAX. 12" LIFTS NTS T-180 IN MAX. 12" LIFTS EX/ST. CfTEEiS'BOTTGi!! l�i4R/ES, EL 93.Of��` J'' NTS TRACT R/W R/W R/W R W NPORT -I TRACT N NE TRACT H MONTGOMERY AVENUE EXTENSION TRACT J MONTGOMERY AVENUE EXTENSION TRACT K HIGHLAND OF TRACT B CONSERVATION FUTURE CITY ROAD OCOEE SUBDIV. FUTURE SINGLE-FAMILY AREA GRASS SOD GRASS GRASS G ASS SEED &MULCH GRASS GRASS SEED & MULCH SOD PROP. PAVM'T, SEE PAVM'T SPECS. SOD OD SOD FILLED AREA 60 4 7 2 2¢ 16" 7 60 7 16" 24, 2 7 4 40 VARIES, VARIES 2 iTYPE F CURB TYPE F CURB ONC 1' SEE PLAN PLANEL. VARIES, SEE PLAN BERM EL 113.;'-T"INC% � 2 \ ' �2% S/W _ I t_� _--- IS- I TYPE A EX/ST. GRADE) STRIP & REMOVE ALL SURFACE EX/ST. GRAOE MEDIAN ORGANICS. FILL & COMPACT TO CURB 95% MAX. DENSITY PER AASHTO ORGANICS. FILL & _ STRIP &REMOVE ALL SURFACE T-180 IN MAX. 12" LIFTS 95% MAX. DENSITY PER PAASHTO SECTION C/ACT TO'r- t� SECTION I- I T-180 IN MAX. 12" LIFTS NTS _ NTS EAST TRACT N TRACT PA TRACT H R/W MONTGOMERY AVENUE EXTENSION - 60' RIGHT-OF-WAY R/W TRACT C THE HAMMOCKS TRACT B 101.0 m OMNI, CONSERVATION AREA TO BE DEDICATED TO THE CITY OF OCOEE TOWNHOMES FUTURE SINGLE-FAMILY GRASS SEE MITIGATION PLAN GRASS SOD RAS GRASS G ASS SOD FOR PLANTING REQM'TS SOD SOD SOD VARIES 2' 45' 1 4' 5' 2#,,.36' 2' 5' 4' 1' VARIES, 4'f CON C. CONC. 0'-12') EL 119.0 SHADED AREA = COMPENSA11NO S/W S/W STORAGE VOLUME, EXCAVA116N BERM EL 113.0- TYPE F CURB _ BELOW THE 100YR FLOOD ELA01.0 2%� I z2% ?�- _ _ _ _ _ - L2!- 1 OOYR FLOOD _ _ - - - _ _ _ tL _ _ _ _ _ - - p EL 101.0 �- _ 1,V STRIP & REMOVE ALL SURFACE EX/sT. cR.40E� x STRIP & REMOVE ALL SURFACE" ,401, , EX/ST. aQAOE ORGANICS. FILL &COMPACT TO 'a'' EL 98.0 ORGANICS. FILL & COMPACT TO 95% MAX. DENSITY PER AASHTO 95% MAX. DENSITY PER AASHTO EX/sr.+EL 9990~„ T-180 IN MAX. 12" LIFTS T-180 IN MAX. 12" LIFTS SECTION D- D SECTION J- J NTS NTS TRACT p/L R/W R/W LINE TRACT N VARIES TRACT I RETENTION AREA B1 TRACT E - COMMERCIAL MONTGOMERY AVENUE EXTENSION - 60' RIGHT-OF-WAY TRACT D - COMMERCIAL N- polo- - - CONSERVATION AREA GRASS SOD TO BE DEDICATED TO THE CITY OF OCOEE GRASS SOD SEE MITIGATION PLAN GRASS SOD GRASS SEEDk RASS SEED & MULCH FOR PLANTING REQM'TS 11 & MULCH 11 5' 5' 4' GRASS GRASS 4' 9' 27.6' 15' 26' ARIE 26' 15' 13.5' ' VARIES 2' 1' CONC. SOD 2' 36' 2' SOD CONC. EL 115.5 TO IS/W TYPE F CURB S/W 0: EL 116.0 2x\ 27 2%` 2% EL 111.0 - MIN. BERM EL 110.2 SHADED AREA = COMPENSATING I 11�' STORAGE VOLUME, EXCAVATION S o DHW EL 109.12 - STRIP & REMOVE ALL SURFACE BELOW THE 100YR FLOOD EL 101.0 ►. ' / 51 ORGANICS. FILL & COMPACT TO 95% MAX. DENSITY PER AASHTO 100YR FLOOD o EL 101.0 - BOT? EL 105.0 � - , , - T-180 IN MAX. 12" LIFTS SHWL s8.o p l SECTION 98.0 STRIP & REMOVE ALL SURFACE NTS - - ORGANICS. FILL & COMPACT TO 95% MAX. DENSITY PER AASHTO T-180 IN MAX. 12" LIFTS TRACT LINE TRACT TRACT TRACT A - SINGLE- TRACT N - LINE LINE FAMILY (LOTS 16-18) CONSERVATION AREA TRACT C TRACT P - RETENTION AREA D TRACT Q GRASS SEED & GRASS SOD TOWNHOMES COMMERCIAL SJRWMD GRASS SEED &MULCH GRASS SEED GRASS SEED &MULCH MULCH FILL AREA VARIES UPLANDS GRASS SOD GRASS SOD 5' 36' 4' 4' 4' 4' 4 BUFFER MEANDERING CREEK ALL DISTRUBED AREAS & MULCH ALL DISTRUBED AREAS NOON - ALL 114.0 f¢q, 25' AVG., l 5-1 BERM 30' 30' 15' 6' _ I 15' MIN. JURISDICTIONAL 5' DRAINAGE _ _ _ _ - - - - WETLAND LIMITS EASEMENT-------- - - - - - - - - - - - � ._ ---- 1A VARIES, SEE PLAN -------- -____ --------------- --- - ---- MIN. BERM EL 121.0 15;1 �' EL 124.0 p DHW I EL 119.97 L- EL 122.0 E,n-S'r c�s�oE1- ` _ _ EL_ 102.0 EX/sT. cRAOE S = ,� STRIP & REMOVE ALL SURFACE R - -� I _ EL0101.0 OOD 1 Fj. ORGANICS. FILL & COMPACT TOEL 101.0 i V` 95% MAX. DENSITY PER AASHTO - - POND BOTT. EL 115.0 T-180 IN MAX. 12" LIFTS EX/SL SHOAL CJPEE/KBOTTIw I�smr4 EL. .94O.t,` SECTION F- F SHWL 108.0 v SECTION K- K NTS - NTS TRACT TRACT N - CONSERVATION AREA TRACT I TRACT E TRACT L3 TRACT D1 - FUTURE COMMERCIALTRACT / D2 S.R. 50 SHOAL CREEK RETENTION TRACT TRACT TRACT LINE LINE TRACT TRACT SOUTH LINE ; LINE TRACT G1 TRACT 0 - CONSERVATION AREA LINE LINE TRACT G2 TRACT K TRACT C - FUTURE MULTI FAMILY / ADJACENT COMMERCIAL Cv TRACT RETENTION SHOAL CREEK RETENTION FUTURE DEVELOPMENT PLAN CONSERVATION EASEMENT CLEAR. GRUB & TRACT D - COMMERCIAL TRACT P - RETENTION AREA D MASS GRADING PLANCONSERVATION EASEMENT CLEAR, GRUB GRADE TO IMITS SHOWN, SEE MASS GRADING PLAN LINE t� WIDTH VARIES, NO CLEARING GRUBING, GRADING OR 44 34' CROSS -ACCESS EASEMENT I STORAGE OF MATERIAL EX/ST. GOd/. R- O,ffL z %MiTHIN THESE LIMITS. GRASS SOD GRASS SEED GRASS SOD GRASS SEED GRASS SOD DEf�£LOP.ts'ENT w & SEED & MULCH WHEN GRADING ,� 1' VARIES, 15' MIN. 2' 24' PAVEMENT, SEE 6' 30' & MULCH VARIES, SEE PLAN 30' _ _oel &MULCH VARIES, 0' TO 9' 0 o C� IS COMPLETE. PAVEMENT SPECS. , 1' 15' 30' VARIES, SEE PLAN 30' 15' o SSW EX/ST. GRAOE� -__ ______________________ S%__jEX/ST. GRAOE /-MIAMI MIN. BERM EL 121.0 _ - - - ' - - _ _ _ _ K `') . CURB - - _ _ _ _ _ _ MIN. BERM EL 121.0 t . - `D' �► /2%- \'` _ _ _ -" `'�: p DHW EL 119.97 -_-_--_-_-- i7 z M `�,_ ------ --------- -- - - p DHW EL 119.97V �� i `S 7 .'� 5 VEX/ST. CURB 0 Cn o o o `��-3 POND BOTT. EL 115.0 30 RCP POND BOTT. EL 115.0 � PAl�TlT w v U p 0 o 0 TRACT TRACT A - SINGLE- LINE TRACT N - SHWL 108.0 p SECTION G- G � � J ce- i Yi; a c:^�� -- FAMILY (LOTS 16-18) CONSERVATION AREA -_ NTS a a f - 5 L. 11 .) GRASS SEED & GRASS SOD VA' RIES, SEE PLAN � � 8 Com.. Cl.. T 0 MULCH FILL AREA rSJRWMD 55' 39' 4' LANDS MEANDERING � _- EL 114.0 BUFFER . AVG.,15 SHOAL CREEK25 MIN. JURISDICTIONALLkl MSURFA�CE" WETLAND LIMITS Ab jVARIES, SEE PLAN STRIP & REMOVE AL 100YR ORGANICS. FILL & COMPACT TO - -�1_ OLOOD v_ �.� _ - _ 95% MAX. DENSITY PER AASHTO EL 101.0 EX/ST. CJ?.40E-T ` 1 /---- w � T-180 IN MAX. 12" LIFTS'' EX/ST. S7YOs1L CREEK ` ' SECTION I V - BOTTGt!/ 4.4R/ES,CNO L L L J 0) NTS NORTH P /L MASS GRADING PLAN CROSS- SECTIO NS' TRACT B - FUTURE SINGLE FAMILY 'LEAR, GRUB & GRADE TO LIMITS SH01 GRUBING, GRADING OR STORAGE OF MATERIAL ' '' A A°.",{':ham WITHIN THESE LIMITS. �� _ _ _ - - �PlAkf "REGRADE TOP OF HILL DOWN -'�TO EL 121.0. SPREAD & COMPACT - QPER MASS GRADING PLAN. `I REGRADE PER MASS GRADING - - \ 6-4 & SEED & MULCH WHEN GRADING j `� �`'� w COMPENSATING STORAGE AREA �� h SEED & MULCH DISTRUBED AREAS. I `` - W IS COMPLETE. FOR FILL WITHIN THE 10 YR a FLOOD PLAIN. Lij ry SECTION W- W NTS L J NORTH TRACT TRACT TRACT TRACT TRACT TRACT TRACT PALINE LINE LINE LINE LINE LINE LINE LINE LINE TRACT TRACT SOUTH M TR TRACT B -FUTURE SINGLE FAMILY ACT TRACT TRACT H1 TRACT N -CONSERVATION AREA TRACT TRACT TRACT C - FUTURE MULTI FAMILY TRACT Q S.R. 50 46 L1 F RETENTION SHOAL CREEKUR M NTGOME Y OPEN MONTGOMERY RETENTION COMMTERCEAL M IAVENUEI SPACE AVENUE Z gas CLEAR, GRUB & GRADE TO LIMITS SHAWN, SEE MASS GRADING PLAN CONSERVATION EASEMENT CLEAR, GRUB & GRADE TO LIMITS SHOWN, SEE MASS GRADING PLAN V WIDTH VARIES, NO CLEARING �f-- I GRUBING, GRADING OR _ _ I STORAGE OF MATERIAL I �"",-,: .- - WITHIN THESE LIMITS. ;.'h.. -',r ,rs ;f >- F>. ^� W44 --� - - - - �� s ^ I M REGRADE TOP OF HILL DOWN 0 TO EL 121.0. SPREAD & COMPACT (n REGRADE PER MASS GRADING PLAN -"./s M' PER MASS GRADING PLAN. SEED & I I I (n & SEED MULCH WHEN GRADING j `.h' or MULCH DISTRUSED AREAS IN TRACT C. IS COMPLETE. w O ry SECTION X X NTS N c NPA LINE ORTH TRACT TRACT TRACT TRACT TRACT TRACT SOUTH Q LINE LINE LINE LINE LINE p/L z 0 TRACT A - FUTURE SINGLE FAMILY TRACT 0 - CONSERVATION AREA TRACT H2 TRACT TRACT C - FUTURE MULTI FAMILY TRACT TRACT Q S.R. 50 I- O SHOAL CREEK OPEN L2 P FUTURE E W � O RY RETO 6 SPACE MAVETG N ENTION COMMERCIAL ry (v) > CLEAR, GRUB & GRADE TO LIMITS SHOWN, SEE MASS GRADING PLAN CONSERVATION EASEMENT CLEAF GRUB & GRADE TO LIMITS SHOWN, SEE MASS GRADING PLAN - w 'Q WIDTH VARIES, NO CLEARING ---------_--- yl____ - L 15 GRUBING, GRADING OR - } STORAGE OF MATERIAL s 0 a < O WITHIN THESE LIMITS.LL- t REGRADE PER MASS GRADING PLAN �" - ,. c U = Q oo I �. & SEED & MULCH WHEN GRADING c, COMPENSATING STORAGE AREA �. c 0 O o IS COMPLETE. -' FOR FILL WITHIN THE 10 YR w c O O o 10 ` FLOOD PLAIN. Ci) '0) �W cv 0 No Z x SECTION Y- Y u R "' a NTS ��` �� . CL co t-1 r---+( ~- C? � o Cl, o co NORTH TRACT TRACT TRACT TRACT TRACT '� TRACT SOUTH D m C) PA LINE LINE LINE LINE LINE LINE p L - TRACT A - FUTURE SINGLE FAMILY TRACT N - CONSERVATION AREA TRACT I TRACT E TRACT L3 TRACT D1 - FUTURE COMMERCIALTRACT / D2 S.R. 50 SHOAL CREEK RETENTION TRACT TRACT TRACT LINE LINE TRACT TRACT SOUTH FUTURE LINE TRACT G1 TRACT 0 - CONSERVATION AREA LINE LINE TRACT G2 TRACT K TRACT C - FUTURE MULTI FAMILY / ADJACENT COMMERCIAL Cv W Q, RETENTION SHOAL CREEK RETENTION FUTURE DEVELOPMENT PLAN CONSERVATION EASEMENT CLEAR. GRUB & ROAD WIDTH VARIES, NO CLEARING MASS GRADING PLANCONSERVATION EASEMENT CLEAR, GRUB GRADE TO IMITS SHOWN, SEE MASS GRADING PLAN t� WIDTH VARIES, NO CLEARING GRUBING, GRADING OR I STORAGE OF MATERIAL GRUBING, GRADING OR STORAGE OF MATERIAL ' '' A A°.",{':ham WITHIN THESE LIMITS. �� _ _ _ - - �PlAkf "REGRADE TOP OF HILL DOWN -'�TO EL 121.0. SPREAD & COMPACT - QPER MASS GRADING PLAN. `I REGRADE PER MASS GRADING - - \ 6-4 & SEED & MULCH WHEN GRADING j `� �`'� w COMPENSATING STORAGE AREA �� h SEED & MULCH DISTRUBED AREAS. I `` - W IS COMPLETE. FOR FILL WITHIN THE 10 YR a FLOOD PLAIN. Lij ry SECTION W- W NTS L J NORTH TRACT TRACT TRACT TRACT TRACT TRACT TRACT PALINE LINE LINE LINE LINE LINE LINE LINE LINE TRACT TRACT SOUTH M TR TRACT B -FUTURE SINGLE FAMILY ACT TRACT TRACT H1 TRACT N -CONSERVATION AREA TRACT TRACT TRACT C - FUTURE MULTI FAMILY TRACT Q S.R. 50 46 L1 F RETENTION SHOAL CREEKUR M NTGOME Y OPEN MONTGOMERY RETENTION COMMTERCEAL M IAVENUEI SPACE AVENUE Z gas CLEAR, GRUB & GRADE TO LIMITS SHAWN, SEE MASS GRADING PLAN CONSERVATION EASEMENT CLEAR, GRUB & GRADE TO LIMITS SHOWN, SEE MASS GRADING PLAN V WIDTH VARIES, NO CLEARING �f-- I GRUBING, GRADING OR _ _ I STORAGE OF MATERIAL I �"",-,: .- - WITHIN THESE LIMITS. ;.'h.. -',r ,rs ;f >- F>. ^� W44 --� - - - - �� s ^ I M REGRADE TOP OF HILL DOWN 0 TO EL 121.0. SPREAD & COMPACT (n REGRADE PER MASS GRADING PLAN -"./s M' PER MASS GRADING PLAN. SEED & I I I (n & SEED MULCH WHEN GRADING j `.h' or MULCH DISTRUSED AREAS IN TRACT C. IS COMPLETE. w O ry SECTION X X NTS N c NPA LINE ORTH TRACT TRACT TRACT TRACT TRACT TRACT SOUTH Q LINE LINE LINE LINE LINE p/L z 0 TRACT A - FUTURE SINGLE FAMILY TRACT 0 - CONSERVATION AREA TRACT H2 TRACT TRACT C - FUTURE MULTI FAMILY TRACT TRACT Q S.R. 50 I- O SHOAL CREEK OPEN L2 P FUTURE E W � O RY RETO 6 SPACE MAVETG N ENTION COMMERCIAL ry (v) > CLEAR, GRUB & GRADE TO LIMITS SHOWN, SEE MASS GRADING PLAN CONSERVATION EASEMENT CLEAF GRUB & GRADE TO LIMITS SHOWN, SEE MASS GRADING PLAN - w 'Q WIDTH VARIES, NO CLEARING ---------_--- yl____ - L 15 GRUBING, GRADING OR - } STORAGE OF MATERIAL s 0 a < O WITHIN THESE LIMITS.LL- t REGRADE PER MASS GRADING PLAN �" - ,. c U = Q oo I �. & SEED & MULCH WHEN GRADING c, COMPENSATING STORAGE AREA �. c 0 O o IS COMPLETE. -' FOR FILL WITHIN THE 10 YR w c O O o 10 ` FLOOD PLAIN. Ci) '0) �W cv 0 No Z x SECTION Y- Y u R "' a NTS ��` �� . CL co t-1 r---+( ~- C? � o Cl, o co NORTH TRACT TRACT TRACT TRACT TRACT '� TRACT SOUTH D m C) PA LINE LINE LINE LINE LINE LINE p L - TRACT A - FUTURE SINGLE FAMILY TRACT N - CONSERVATION AREA TRACT I TRACT E TRACT L3 TRACT D1 - FUTURE COMMERCIALTRACT / D2 S.R. 50 SHOAL CREEK RETENTION FUTURE MONTGOMER FUTURE COMMERCIAL AVENUE COMMERCIAL CLEAR, GRUB & GRADE TO LIMITS SHOWN, SEE MASS GRADING PLAN CONSERVATION EASEMENT CLEAR. GRUB & RADE TO LIMITS SHOWN, SEE MASS GRADING PLAN WIDTH VARIES, NO CLEARING GRUBING, GRADING OR I STORAGE OF MATERIAL %MiTHIN THESE LIMITS. h0r" REGRADE PER MASS GRADING PLAN & SEED & MULCH WHEN GRADING ,� REGRADE PER MASS GRADING PLAN IS COMPLETE. _ _oel & SEED & MULCH WHEN GRADING IS COMPLETE. C o IDo c:in 4- . 0 o - ENGINEER' �I R 2 3 2 H RONALD HENS ,v 11, PE, FL. REG, NO.34836 DESIGN DRAFT CHECK RMH DSC PROJECT NO. 011 054D DATE OCTOBER, 2001 SCALE SECTION Z- Z COMPENSATING STORAGE AREA N /A �- FOR FILL WITHIN THE 100 YR NTS FLOOD PLAIN. SHEET . 13 OF 19 A,K BENNET CENTRE REr's 35, PGS 126 & 11227 ADJUST EXISTING VALVE 80X AS REQUIRED TO MAINTAIN FLUSH WITH ASPHALT 125.2 X S2Q �O OG' b 124.1 X EXIST. 12" WATER MAIN-"k AIN q� F-1 C M M-- v M M M M 125.3 X EXIST. 12 SAN. FORCE MAIN- FM 2 j 126.00 `Ss� 126.59 126.82 M 126.1 .:'£. ;.nf14e: 7s s<aa"e?"sbi t #j L -� - 125.54X_ -- ----' Foc - Ti0 1 72 ® o G \ss� o r \ OJT EXIST. CURB INLET TOP = 127.65' SW INV = 124.02' k,7AiAL-1A1VP,T SUPER CENTER 0 EXIST, STORM MH TOP = 126.97'; NE INV = 122.60' =y: 127.37 .SLAC TOOD A VENUE SEE PLAN & PROFILE SHE'E'T N ------'Jl-------------------�E126.2 - -- ---`-EXISI. SwAIE ------�E-126.2-,------------- - PASSING G PRO (YELLOW) `~--- ONALD HEN OD( II, P.E., -FL REG. 34836 UWL - ce) -X127.5 ---> 7-4 -- --------------- --- 1-1 - - 127.5 X - -.... F0� FOC F8Z` - - "FUC- - -=iBe '--�-�E-FDC - TGC_- - -TdC= - -- ppC - > N �-fOB- FA4 FBC- - -Fm' "- Foc - - - F� �iE- - - 126.59 w/ 18" WIDE THERMO WHITE WI S" THERMO WHITE STRIPE �sv V - - - F� ��- - 14 UNTL 126, � 127.79�• 127.79 u _'�- •i - N 8S DOUBLE SOLID YELLOW (OR WHITE) e � V /L��) O � c W _ � N J II �) >� STRUCTURE #72 16"PVC REUSE MAIN TYPE C INLLT w/ TRAY. SLOT EAST 510E & DRAINWELL {> 8"PVC WATER MAIN STA 140+56.2-0'RT GRATE 126.80 1067 I W INV 122.80 8" "p 1066 1076 O 17 O p \`__--'_ ------'Jl-------------------�E126.2 - -- ---`-EXISI. SwAIE ------�E-126.2-,------------- - PASSING G PRO (YELLOW) `~--- ONALD HEN OD( II, P.E., -FL REG. 34836 DESIGN - ce) -X127.5 ---> 7-4 -- --------------- --- A127.5 - - 127.5 127.3 - -.... F0� FOC F8Z` - - "FUC- - -=iBe '--�-�E-FDC - TGC_- - -TdC= - -- ppC - > - F - F - -- - - -FOC == FOC �-fOB- FA4 FBC- - -Fm' "- Foc - - - F� �iE- - - 126.59 w/ 18" WIDE THERMO WHITE WI S" THERMO WHITE STRIPE �sv t: ;? f� - - - F� ��- - 14 UNTL 126, 127.84 127.79�• 127.79 u _'�- •i - ? o 8S DOUBLE SOLID YELLOW (OR WHITE) e � 127.79 127.75 HEA �• CIO LLl I Q O GENERAL NOTES: W 6-q I I I A. ALL CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL CONFORM TO THE FOLLOWING: �Ty III I I FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. O FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRUCTION AND MAINTENANCE, AND II I UTILITY OPERATIONS FOR STREETS AND HIGHWAYS, LATEST EDITION. GRASS SOD GRASS SOD - -- --- EXIST. PAVEMENT 47.5' 5' VAR. EXIST. PAVEMENT 12' 4' VARIES 1 5' 1' EL. 129.00 OIC. MATCH GRADE MATCH GRADE HLD S/W EL. 128.20f ++1.68% 6,- / EXI57. 6!F40E IL _ _ T k• STRIP &REMOVE ALL SURFACE ORGANICS FILL & COMPACT TO FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT OREHAB., 3 LATEST EDITION. - ACCESS DRIVE PAVEMENT SECTION B. ALL MAINTENANCE OF TRAFFIC WITHIN FDOT RIGHT-OF-WAY SHALL CONFORM TO INDEX 600, O r� 613 AND ANY OTHER APPROPRIATE INDEXES WITHIN THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITIONS. Lf) LEGEND TYPE C. THE CONTRACTOR SHALL NOTIFY THE FDOT LOCAL MAINTENANCE OFFICE 48 HOURS IN Q 3 1/2" TYPE S-1 ASPHALTIC 10" LIMEROCK BASE (3 - 5" LIFTS) 12" STABILIZED SUBGRADE ADVANCE OF STARTING ANY CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY. S. R. 50 CONCRETE W/ 5/8" FC -2 COMPACTED TO 987. MAXIMUM DENSITY COMPACTED TO 987a MODIFIED Q PAVEMENT FRICTION COURSE, MINIMUM PER AASHTO T-180. MODIFIED PROCTOR, PROCTOR MAXIMUM DENSITY PER D. DURING CONSTRUCTION ON STATE ROAD 50 THROUGH TRAFFIC MUST BE MAINTAINED AT C� MARSHALL STABILITY 1,500 LBS. MINIMUM LBR 100 (PRIMED) AASHTO T-180, MIN. LBR 40 ALL TIMES. E,Y/ST. C�Pr70E " ,,sc>� s„.;� " SAW CUT, REMOVE & SAW CUT. REMOVE & 18 RCP 95% MAX. DENSITY PER AASHTO ( ( �A� `' '` ¢,%'' ' ' 1" S-1 ASPHALTIC CONC. 5" LIMEROCK BASE (1 LIFT) 12 STABILIZED SUBGRADE E. GRASS SOD ALL DISTRUBED AREAS WITHIN FDOT RIGHT-OF-WAY. wq [T NEW ASPHALT, SEE 0- T-180 IN MAX. 12" LIFTS* :air�� ` `: S. R. 50 MINIMUM MARSHALL STAB. COMPACTED TO 98% MAXIMUM DENSITY COMPACTED TO 98% MODIFIED "� DISPOSE OF EXISTING DISPOSE OF EXISTING PAVEMENT SECTION ` fz '` '` A " '' 1,500 LBS. F. WHEN HYDROBLAS11NG OR GRINDING EXISTING CONFLICTING STRIPPING, IF DAMAGE OCCURS Q) 4 PAVED SHOULDER 4 PAVED SHOULDER TAT ( � �F^w:�,,f,<,r;�,,,:,,;, SHOULDER PER AASHTO T-180. MODIFIED PROCTOR, PROCTOR MAXIMUM DENSITY PER & LANE LINE ,�' FrT TO N TI -Fir &LANE LINE SECTION W- I! r .. s . ;ni,<<o;°': MINIMUM LBR 100 (PRIMED) AASHTO T -i80, MIN. LBR 40 TO ASPHALT SURFACE, AS DETERMINED BY FDOT, THEN THE LANE WILL NEED TO BE MILLED f -- STATE ROAD 50 TRj EXIST. PAVEMENT 30.4' MATCH GRADE EL. 12 EL. 127.20:1: +1,32_96 SAW CUT, REMOVE at 18"RCP DISPOSE OF EXISTING 4' PAVED SHOULDER & LANE LINE SECTION V- V NTS 12' 12' uma %Y' a"•F�Fho`b<T o. .°. '�';� Ga�:.Q*pa FM NTR r AND RESURFACED A FULL LANE WIDTH FOR A LENGTH DETERMINED BY FDOT. I�I C s G. ALL EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY, SIZE AND 1097 �; t LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. NOTIFY THE ENGINEER OF ALL (n t> C�: 1 I Q �r fv}...nj I (� DECREPANCIES. 1096 1098 ( I �- _ EX/ST. G�sIDE 1095 � • '"'' t I N 1092 I c... _ �? 2 II I( I E1093 12 .0 O QN sa=) R J"Q 1094 123 167 Z 18" THERMO WHITE =A ; C c © 0 1102 1086 p X23.42 - I I I rr f, �a a W N r-+ 1103 l % 1091 {'�� %, CONTRACTOR TO COORD, w/ I o O Lu u r t 'Y.. 1087 Or rC ' J i 0 N 11osl�--EXISTING TREES ---__,-a ar? , rf�;�; UTILITY COMPANY TO RELOCATE I CO TO REMAIN, TYP. 1101 `�``�° 7090; rose f ; 123.1 EXISTING GUY WIRE. - I I 98� A c Q c Q m 1105 . 1099 ,- I 1 ._ LCL, : ` z N 1089 f ( I 10' UTILITY EASEMENT' 1084.- o i 20' � . 1107 .- �,•, - Cjor�, ,�� 123.0 i1L �I I � 8" 7HERM0 WHITE �. � y QQ8 WIDE CROSSWALK o 1104 1100 ",ter� ' 1063 i t I I A `,� i +_ J slff�o sDETAIL f = ,L '2JOT_ C• 1085; _.•,_ € N.T.S. �n ,z ' w 2 .Z ONS ARE _ - e - O -- � DIMENSIONS OR 1" .. - .. _- - 124.84 - - - - - - - RIGH VERSE i N 0 O 4 1 4 8 ''-�• '• ' " ` •• ••• -•• - �< T TURN ARROW TO BE RE 12 S F -� / -- - -- uNn uNa 140 UNTL UWL UNR UNTL UNTL uNTL UNTL uNTL uNIL EXIST. GAS MAIN 1 / c -r- M M. M M M M M M M M M M M U.1 O O '� EXIST. FIRE NI�RANT `EXIST. 12" WATER MAIN PAVEMENT ARROWS �.i..i/ Lu o FM 6" THERMO WHITE STRIPE 4 ' THERMO TRAFFIC -SEXIST. �2" FORCE MAIN / - ___ - _ NTS 2 Q i � o W z x ti04 e f'N st:`'a _f '^¢Sx.ory"4 3. AVED SHOULDER FFC ARROW, TYP. SEE DETAIL A O CO YELLOW EDGE UNE 6" �N � O LL `a''°,.o .a: ✓,'Ss'm� ,�r:,:.Y`. � O $:'ire�o°fi • _<� ... o `L'` '`. a. ".'`;"`>' � (�� s''�s a o 9rws'<r' .as.a, °:``•..00„••, S€"*> cc>;"'.w°o S j>'?.�, �.li<e;•- �:?,. V r+- " ; r :,v .vG.3 ,. �. h5?y'a""' 3 US a:.Ga`> M :.'o''k": <r '"Y"a:: •° r, .. < ;w " .. o".oha<P<.;.y„�:.:,, h°;.sa ¢. ;.;.TG o`r, G'6r:ii' 09 <S°os °�on a^ n �voo •��' ya., v^rro' ,do<. Go :r'U �v.' c+"�r ^ a' �w"b,`.�co2.rGR>`:: LiF•Y>`°..�>rr <�t o0�`„°�°h''°r¢ b ``'�'G<.$2'`WHITE DOTTED 6�i. LINE TURNING GUIDE LINE •�°`l tL.<�,.`<ao:nro(/''d' � ,�_o..d'.k�ox . ,� h o- .R. .. ¢.Greo .a J<.o<� ��N��`,...,.o ,. �E,:°°.,fm� i. `�'a�as. .r o»� oq' .a'•aso a�' .�. C z' bc,. X09:>,.. ` Vai a , o` tip• 'G' 9. 9�:.sy .F .a.�o`^a : r .,o . rc A3a• •.ao� ,::: ,. ,,o .,.r, .. .. •hre-,,, .�...$-e^,,.��.....5< .:oN'yar+ ° t ..-¢-,o<. L. -m -1224" a' CCy :> Qat3r:> A>'. Y,o°:. . S4!,0 <Ca,.�./,;•�J.V 1 °�v>o .'"< @'> u.F f .b: ww<+.. h>:a':3;:. ¢> Yh6 C.. , .SS+i'o�� .:>, �fi. 1� oda 'b`s:'a.� :'n' r 'a<l �<°<::.. , e's' S¢ of:o 4 � <, >.L,> - 3 .':S : :C.>: o.e '�G :f ^h uow, O .•vro +'<t `h� �''4•F„°.. �.Sa`R. ¢.o : S.wco°G lJJ .Er.. .r a::4•: ,. 24 EN .r^ir'o.4iG-oo Gr., `%?.� fdr .s:<�` <> .. °a... ... `aoo�°%aa"'a?:'9, y.. nos;'>::: oao �> oia sh .'�"�<� b �, n;.o.00�' �' f ,<a .<..,, '"'i;.�n.2:� �, <.� •2 `> ^@s;<`` ;nGro nrrn ^a.., :fo'-<nb jM�11M�" sG<: y> fi.. 51.312 > nib ._ ,..:.:.:,.,:¢..>f..:..:......:..A.¢,�. < �w ..::.�.. �.,0 25d"b�'�`�"�"�`'� f-�o;y'<5`,a<:;a.,,, ....� �..�; �...�..W<_ 9 _. . :_.". - 0 168' RIGHT TURN LANE - PASSING G PRO (YELLOW) - v ONALD HEN OD( II, P.E., -FL REG. 34836 DESIGN - ce) RMH DSG 75' 50' TAPER PROJECT Nb..1054-SR50 m DATE WHITE OUTLINE 8' _THE18" w/ 18" WIDE THERMO WHITE WI S" THERMO WHITE STRIPE �sv LANE LINE EXTENSION 129.30 �-� 125.29 = 30' SHEET 14 OF 19 CHEVRONS ®10'N O.C. ? o ' EXIST. LANE LINT_ 6 THERMO WHITE (6 -10 SKIP) DOUBLE SOLID YELLOW (OR WHITE) e � /L��) O � c 126.50 125.58 128.90 EXIST. PAINTED MEDIAN E* ' ,STATE ROAD N0.50 (COLONIAL DRIVES 150 ' R� 126.43 d } - O N LL IL S X X125.24 128.46 .36 x 127.09 - 128.1 _ j 27.5- �_ ___. , ..._ .•-�E-12� g8 127.96 127.49 126.77 - 4� .54 - 125.�- 39 126. �� - SD D �@ 5;.. -SO -�0 -- SB - _- SD o -_ - X-12-4.43 127. =N FOC FOC FOC FOC FOC FOC FOC FOC fOC FDC FOC FDC �^ :x 124.43 - --- - - - 125.26 - - - - 1262 INV = 123.82' 127.75 ® -- f 125.36 ® "® EXIST. CURB INLET TOP = 125.18' E INV = 119.77' (24" RCP) W INV = 119.81' (18" RCP) to BROKEN WHITE LANE LINE �6" 10' 30' 17,0' 30' 10' 30' 17,0' 30' BROKEN YELLOW CENTER LINE �6" 1 30' I 30�) 30*110'1 0'1 30' _F SOLID WHITE EDGELINE OR LANE LINE _6" SOLID WHITE CHANNELIZING LINE � 6"-8" EXTENSION OF EDGE LINE THROUGH 6„ CROSS-OVER AREA ® t® ® s■ ®-F 6' (.10' 16' I 10,-1 I 6' ( -10' 1 WHITE OR YELLOW PAVEMENT MARKINGS A& ENGINEER MAR '2 3 20; 4 ONALD HEN OD( II, P.E., -FL REG. 34836 DESIGN DRAFT - I CHECK RMH DSG PROJECT Nb..1054-SR50 DATE JANUARY 2003 SCALE 1 to = 30' SHEET 14 OF 19 rq.� TROCT LOT 114 1 , �,E ��% - B -LUT LOT 100 • WT 9-j I OT SIS C, T "D CONSERV4VON AYZEA , R R'ETEAITION LOT, 173 LOT 112 LOT 111 W, EPR ACE Dzi. lo LOT 37 1.- L a - Co 1,9 47! Jei a, x Iv 0Z YEAR4FLQdD HAZARD •AEA ELEVAPO - 41D - so SD 00 a 101.0 CONMUR N 7 7- • .4 X* E." 54 -55 56 ,esl�" 754��33 5 x 52 oq 13A V& VZ45 o, $1 "\A 59 eP ok; r2 291 r Do 72 4 71 f 34 L 73 69 Lu i 1 74 4$)O 75 X- 4 62- C, 0L. 1 1 60 z 3648 Co CLdoAi A.'j '. 41 'p. 1141", 1 AS 7 % T 65 66 % 46 38 -X N 0 13 -N-C J�_ 0 -11 F. 1k I AS�- • . I •% \% N P 0 T €"t{..,moi TTED L �� 60.••••• 47 :0 4$1 - _7 047 46 EL 00 o 0 -lor- < 00 �12 o < 0. z rl: 00 2 CL Ili LL- , XCa- CL sm anklummw CD 'WX C Re 5 _q 4 t 31 CLF AROM CP -owl Flew", rJ g•; A". w co 1?,10 q - N 4�0 72 -v C14 6 CNO 0) N D k. 0 LL. 0) w 0- Q) 1-4 61� .raQ) 0tri0 7 Lr)itd �ir Lo L -N • V 9 i WL 1 13 ��;-__) 4, 1-14 1 - 0 k i 1� I .. J •�, \, "�-, , X _S� (60' RI)V) 151 BR 7 V"t a l ' i ,Q) NX A .0 "o, f7- 6-4 % J WO -2 N 1135, o WL1-03 C 30::, 19.� '% 4 4 •Y,� €z � .:a`. IP BAI I I 116 37 ---,-/4 �WLt0.29�' 34 -29A ---�_iOOICTIONX_ LIMITS YY,:,�__4V4 �0( 3 GROUP X 36 CONSULTING€ 3ti 400- 0 a WETLAND AREA Xw e 0 e 2;1,703 SF 4.63 AC. 41 -2;A v-,k 'ilia- \ � • 0. fi• I f. Ei 4, W r• --';i:% '�' � � �,�., • �r j /� ( j !r f ! •r �° ,,•' F•• T BASIN C 1-27AI 6' 0, j'I guy 20 27 �11 2 �-. 25 4 1'`'x.••9 00 YEAR FLOOD HAZARD AREA ELEVATION 101.0 C.OATOUR /''L)42) L) 4 2) 0 WLI-2 J z o 2 '47: WO --W WLIJ2 WL LOT .1 LOT 32 z r-toT 29 LOT 30 41 :6 SHOAL CREEK LOT 219 11 ..... . . . . . 6 460-%47 'p00041 J3, PGS 7j, 74 & 75 410 WN (W OCOEE g p p PLAT BOOK A, IRAGE 100 011 4 SOILS LEGEND SOIL DESCRIPTION HYDROLOGIC GROUP 4 CANDLER FINE SANDS, 0 TO 5 PERCENT SLOPES A 6 CANDLER-APOPKA FINE SAND, 5 TO 12 PERCENT SLOPES A 34 POMELLO FINE SAND, 0 TO 5 PERCENT SLOPES C 41 SAMSUKE-HONTOON-BASINGER SAND, DEPRESSIONAL B/D 46 TAVARES FINE SANDS, 0 TO 5 PERCENT SLOPES A 47 TAVARES-MILLHOPPER FINE SAND, 0 TO 5 PERCENT SLOPES A LEGEND BASIN SYMBOL BASIN BOUNDARY IMPERVIOUS AREA (Acres) LIMIT OF EXISTING SOILS PER ORANGE COUNTY SCS Al EXISTING TOPOGRAPHIC CONTOUR 7.020 PROPOSED TOPOGRAPHIC CONTOUR A2 EXISTING WETLAND LIMITS I BASIN DATA BASIN SYMBOL TOTAL AREA (Acres) IMPERVIOUS AREA (Acres) PERVIOUS AREA (Acres) Al 18.019 7.020 10.999 A2 11.865 5.123 6.742 A3 2.135 0.373 1.762 A4 0.720 0.000 0.720 A5 1.303 0.054 1.249 Bi 1.703 1.363 0.340 B2 10.992 7.570 3.422 B3 4.952 4.491 0.461 B4 3.023 0.000 3.023 C 10.511 0.000 10.511 D 15.462 11.867 3.595 ob I I I I I s 0006 it** k .000 046 n �Ik_ x 47 0 < es lk %1N /n 0 4 < EX4 sslt� Z 11 vJ3Fry g .1 Q) 04 011 to ry g N1 r b FIN FL EL 125.66 Q /S qty '_ _ _ `^�;:�._ ,...- r,r f' E # : € •� �/>^"a ( 'jnr i ,ill I I I C� 0 P 1120.01f 3 Cr Type A Or B Riser Type A Or B Riser j 2 Additional Bars A I Bars A Short We 2- 5 Hoop Bars To Slab Reinforcin Supplemental Bar A Or B 0 5" 0. C. ' (See Section B-B� * P PP *5 Hoop Bar (2 Lap Splices Permitted) Perpendicular Bars A 4 I . (See Section A -A) *4 Hoop Bar t 3•_6" m o v AT TOP SLAB m •- 2 Additional Bars B-- -•+-12 --- € 6 Oo 0 5' Max. 0. C. Eac - " INLET DIMENSIONS TYPE A B C X-4' 2'-0" ' N -D 1 " D 5'-5 Z ta _ z !4*- 3'-1" E 4'-4" 3'-0" 4'-6" � N • -M w 1.22 4.63 7,.21 9,79 12.37 T. 0.40 0,61 0.80 1,00 9 11 12 14 z „� _ USE CAST IRON TRAFFIC BEARING GRATE ciIli 18 2'-10" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4,92' 7,75' 10-58' 13.42' 1.21' 0.47 0.69 0.91 1.00 9 11 13 15 V) w , Side Of Opening ;,� Optional Shear K 1� 3� o 2-� 7 s Each Way ��I Reference Axis '" FOR INLET TYPES C & E. USE STEEL Placed On Top Ot 2 Additional Bars A Wo11 Reinforcin Shear Key GRATE FOR TYPE D INLETS. o� 24 3'-5" 2.53' 7.1$'� 9.71' 7.030 11' 1.73' 5,50' 8,92' 12.33' 15.75' 1.25' Bars A And B At 45' ' ®5` 0. C. ,C0 0 v, 30 4 -3 0.60 0,90 1.21 1.52 11 13 16 18 �t v r"°~m_ 11.95' 9.03' 13' 2.00' 1 14.58' 18.83' 1.29' 2 i 2 3 0.75 1,19 .1.63 2.07 15 18 21 Z iY a 10' Drat A c�� 36" 5'-1" 2.8T 11,31' 14,18 11.03 15' 2.24' 6.67'' 11.75' 16.83' 21.92' 1,33' 2 1 2" 3" 0.89 1.48 2.05 2,63 17 21 24 Z M v ,- !�"- Bors B Long Woyy ILIZ NOTE: Variations in shear key dimensions j!7E BARS -12" O.C. a 42H 6'-0» 3.05' 13.37' 16,42' 13.03' 17' 2,45' 7,25' 13.25' 19.25' 25.25' 1,3B' 2 1 2" 3 1 2" 1.05 1..82 2.57 3.34 19 23 27 Z Parallel Bars B (See Section A- (See Section B%) will be permitted subject to the (EACH WAY) o TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM g Z Engineer's approval. 8" g" ,,, 48 6'-9 3.22' 15.43' 18.65 15.03' 19' 2 65' 7 83' 14 58' 1 2 W w -� t,. a �0 10' Orot v L r° " 11x 3f Shear Key r n` -rxr I Optional Shear K W; F F°- j a c at- Q 0 U m . r u a o a 3'-6" T o 3 W .n c w 'yr > o 0 Out c ° *4 0 12" BW c m ( ) 4 0 12" BW m e 0 0 . - �- AT BOTTOM SLAB X aro m o 5U) o% o F Bottom Slab Reinforcin o ` (Horizontal Bars (Horizontal Bars o V A m m!� `01 o ars A 3'-6" Continuous Aroand m o Continuous Around o m 21 _ DIMENSI.ON.S•> '& QUANTITIES M o 0 3 w N_ Z W 2"C,1, GRATE SIZES CONCRETE CU. YDS. SODDING SQ. YDS. D X A B C E F G TYP. }' Z ta _ z SINGLE DOUBLE TRIPLE QUAD' N WEIGHT STRONG SINGLE DOUBLE TRIPLE QUAD. SINGLE DOUBL TRIPLE QUAD. PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PiPE 15" 2'-7" 2 27' 4 09' 6 36 4 03 8 L Q . f �- � N • -M w 1.22 4.63 7,.21 9,79 12.37 T. 0.40 0,61 0.80 1,00 9 11 12 14 z „� _ USE CAST IRON TRAFFIC BEARING GRATE ciIli 18 2'-10" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4,92' 7,75' 10-58' 13.42' 1.21' 0.47 0.69 0.91 1.00 9 11 13 15 V) w , Side Of Opening ;,� Optional Shear K 1� 3� o 2-� 7 s Each Way ��I Reference Axis '" FOR INLET TYPES C & E. USE STEEL Placed On Top Ot 2 Additional Bars A Wo11 Reinforcin Shear Key GRATE FOR TYPE D INLETS. o� 24 3'-5" 2.53' 7.1$'� 9.71' 7.030 11' 1.73' 5,50' 8,92' 12.33' 15.75' 1.25' Bars A And B At 45' ' ®5` 0. C. ,C0 0 v, 30 4 -3 0.60 0,90 1.21 1.52 11 13 16 18 �t v r"°~m_ 11.95' 9.03' 13' 2.00' 1 14.58' 18.83' 1.29' 2 i 2 3 0.75 1,19 .1.63 2.07 15 18 21 Z iY a 10' Drat A c�� 36" 5'-1" 2.8T 11,31' 14,18 11.03 15' 2.24' 6.67'' 11.75' 16.83' 21.92' 1,33' 2 1 2" 3" 0.89 1.48 2.05 2,63 17 21 24 Z M v ,- !�"- Bors B Long Woyy ILIZ NOTE: Variations in shear key dimensions j!7E BARS -12" O.C. a 42H 6'-0» 3.05' 13.37' 16,42' 13.03' 17' 2,45' 7,25' 13.25' 19.25' 25.25' 1,3B' 2 1 2" 3 1 2" 1.05 1..82 2.57 3.34 19 23 27 Z Parallel Bars B (See Section A- (See Section B%) will be permitted subject to the (EACH WAY) o TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM g Z Engineer's approval. 8" g" ,,, 48 6'-9 3.22' 15.43' 18.65 15.03' 19' 2 65' 7 83' 14 58' 1 2 W w -� t,. a �0 10' Orot v L r° " 11x 3f Shear Key r n` -rxr I Optional Shear K W; F F°- j a c at- Q 0 U m . r u a o a 3'-6" T o 3 W .n c w 'yr > o 0 Out c ° *4 0 12" BW c m ( ) 4 0 12" BW m e 0 0 . - �- AT BOTTOM SLAB X aro m o 5U) o% o F Bottom Slab Reinforcin o ` (Horizontal Bars (Horizontal Bars o V A m m!� `01 o ars A 3'-6" Continuous Aroand m o Continuous Around o m 21 _ o 0 3 w N_ 8.06 1,42 2 1 2 54 7'-8" 3.39 17.49 20.88' 17.03' 21 2.83' 8.42' 16,08 23,75' 31,42' 1.46' 3' 60 8'-6" 3.56 19.55 23.11 19.03 23 3.00' 9.00 17.50' 26,00' 4 1.50' 3 A 6,42 0 6.25 DIMENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS 010.40 0 10.10 DIMENSIONS PERMITTED TO ALLOW USE OF 12' STANDARD PIPE LENGTHS AOCONCRETE SLAB SHALL BE DEEPENED TO FORM BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW BEVELED OR ROUND CORNERS 2"C,1, j TYP. }' o o v v o O• o o }} }} U V W W" � L '1 (tea � Ct g" o 0 3 w N_ 8.06 1,42 2 1 2 54 7'-8" 3.39 17.49 20.88' 17.03' 21 2.83' 8.42' 16,08 23,75' 31,42' 1.46' 3' 60 8'-6" 3.56 19.55 23.11 19.03 23 3.00' 9.00 17.50' 26,00' 4 1.50' 3 A 6,42 0 6.25 DIMENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS 010.40 0 10.10 DIMENSIONS PERMITTED TO ALLOW USE OF 12' STANDARD PIPE LENGTHS AOCONCRETE SLAB SHALL BE DEEPENED TO FORM BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW BEVELED OR ROUND CORNERS 3 1 2 4 4 1.21 2.15 3.07 4.00 21 27 30 1.39 2.55 3.72 4.88 23 28 33 1,59 3.02 4.44 5.86 25 31 36 ` SLOPE: TO Q PIPE FOR PIPES 18" AND SMALLER j O V ca U W o o v v o O• o o }} }} U V W W" a= ^� ( L� CL (tea � Ct c A 2:1 FOR PIPES 24" AND LARGER, n- a- u c it rn Or 6 Corners For m n N Corners For m m D. u 4'-0" Recton ular Risers o Bars 6" Rectangular Risers) m ° F c 9 p o Bars c SLAB TO WALL DETAILS FOR PRECAST ALTERNATE B" SECTION 8" PLAN SOD H iv 4; f 3" C uWj 2-Extro * 4's N rn S S C�i V' Each Side And v -' p m g" Bars B Above Opening o o Vertical Wali Reinforcing c o lsI T B tY W c m (See Table) O 9- * 4 Ties 0 12" D.C. �' ' eo- _ I o d 0 0 0 o II III ow (See Section) Rotate* 4 Bars As Required 'P M ° ° Wit- *4' ®12" O.C. m m �� ° o !14 Ties ®12" O.C. To Maintain Cover F.D,O,T. INDEX #232 - n P c ar II Each Wa . . m xtro Reinforcin v c - me m c -in III At penin (See Table) a Reinforcement N.T.S. is o i a y o u Horizontal Wail Reinforcing c *5 Peripheral �°- - V y 8" w ° (See Note) II 8" m �, o O F o CONCRETE PIPE CONNECTOR I ` \ '! N (� m II oar Q \ m I DITCH GRADE p p N 1-0- _c�-- 5 05 Peripheral ® a ( I W Bars A Bars B w Bars A Bars B Reinforcement SADDLE \` Z c0 cw / 'D 0) n ALTERNATE A c ALTERNATE B wail Reinforcing 1�-s" ��-- 4 BAR s" c° c F SECTION B -BOT LESS r` r ,e SECTION A -A Max.maxw 00 m m SECTION C -C �' THAN D 4' SOD o to • NOTE: When the inside diameter of a round structure is _o in NOTE: Provide extra reinforcing each side of each opening SOD N" not more than 1'-6' larger than the opening in ut at 3" maximum spacing equal to half the area of vertical NO PIPE JOINT PERMITTED M the riser or top slab, the top of the structure reinforcment removed by the opening and provide the SPECIAL TOP SLAB* TYPICAL LOCATION CONCRETE SLAB . 3" THICK REINFORCED WITH VARIES / UNLESS APPROVED BY `"' J WWF6X6-W1.4X Wt,4 ,� or riser shall be constructed according to the some area of reinforcment above each opening at 3" FOR BOTTOM SLAB THE ENGINEER. �I "Special Top Slab". details on this sheet. maximum spacing as removed by the opening. WITHOUT SUMP TOP VIEW - SINGLE PIPE E Y PAID FOR AS .PIPE CULVERT F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION) �}"I GENERAL NOTES dr azl 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-6' 6. Structure bottoms may be used in conjunction with curb inlet 10. The corner fillets shown are necessary for rectangular structures used with circular 'ry SECTION 0 square (Ali. B) are designated Type P. Larger standard structure bottoms tops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless risers and inlet throats and used on skew with rectangular risers, inlet and inlet I ( MITERED END SEC I ION otherwise shown in the plans or other standard drawings. Alt. B structure throats. Fillets will be required in lieu of the bottom slab of the Alt, B riser when used ore designated Type J. Risers are permitted for all structures. P 9 q Q bottoms may be used in conjunction with curb inlet Types 7 & 8, or with the Alt. A box. Each fillet shall be reinforced with 2- 15 bars, ( I F,D.O:T. INDEX # 272 Li 2. Walls of circular structures (Alternate A) constructed in place,may be any ditch bottom inlet unless otherwise shown in the plans or other standard Q'y of non -reinforced concrete roas, riser or man (Alternate B) shall be constructed of reiritorced p or brick or reinforced concrete. Precast and drawings. _ WT. S. Q rectangular structureses 11. Inlet thtihole tops shall be secured to structures as shown on Cl_ VARIES LtJ concrete only. Index No. 201, 7. Rectangular structures may be rotated as directed by the Engineer in order � to facilitate connections between the structure wails and storm sewer pipes. to JOINT d ^I 3. W°ii thickness and reinforcement are for either reinforced cast -in-place w 12. Structures with depths over 14' are to be checked for floatation by designer of OVERLAY 2' MIN, 12" MIN. 12' MIN. �y or precast concrete units except that precast circular units max be furnished project drainage. with walls in accordance with either A.S.T.M. C-478 (up io 96 diameter) g, Except when ACI hooks are specifically required, embedment hooks in the NOTE: M > to O or A.S.T.M. C-76, Class ill, B Wall, modified where the elliptical steel cage top and bottom slabs may be replaced with straight embodiments or peripheral 13. Units larger than specified standard may be substituted at the contractor's option SUMP BOTTOM APPROPIATE FOR V) _ WOVEN OR NON -WOVEN P DIA, VARIES rn r- FILTER FABRIC TYPE D-3 area is placed in the center one-third of the wail. reinforcement in accordance with the reinforcement detail shown under when these units will not cause or increase the severity of utility conflicts. Such ALL MANHOLE AND INLET TYPES. (12" STD.) is {\) 'Rebar Straight End Embedment Or Peripheral Reinforcement in Lieu of ACI larger units shall be furnished at no additional cost to the Department. Larger COST FOR SUMP BOTTOM TO BE o (SEE FDOT INDEX 199) 4. Top and floor slab thickness and reinforcement are for precast and cast in Standard Hooks For Top And Bottom Slabs, Index No. 201, Sheet 3 of 6. Alternate A units cannot replace Alternate B units without approval of the INCLUDED IN THE CONTRACT UNIT place construction. Top and floor slabs shall be of Class 11 Engineer. This note applies to this index only. concrete. Concrete as specified in A.S.T,M. C-478 (4000 psi) may be g pF y PRICE FOR INLET OR MANHOLE . .. used in lieu of Class 1 and Class 11 concretein precast items manufactured 9. All steel bars shall have 1-1/2" minimum cover unless otherwise shown. Horizontal " in plants which are under the 'Standard Operating Procedures for the JOINT "'`` "='• 11 steel in rectangular structures shall be lopped a minimum of 24 bar diameters 14. For manhole and junction box tops, for frames and covers, and, for suppfemeniary-:;':;i`a. :... SECURING DEVICE inspection of precast drainage products. of corners. details see Index No. 201, ;'• >:: �• •: ..sir{,;� ;<<„ 5.' All reinforcement shall be A.S.T,M, A615, Grade 60 or 65 KSI welded wire fabric, either smooth or deformed. 1/4" GALVANIZED HARDWARE CLOTH>"' ELLIPTICAL PIPE w /► VARIES �t No. 4 COARSE AGGREGATE 2'x2'X2' DRAIN "':�'•r ".:A`„`:, STRUCTURE BOTTOMS - TYPE J AND P � _ WEL DETAIL .. .-• �� F,D.O.T. INDEX 201 a ��' 12" MIN. JOINT, F.D.O.T. INDEX #200 N.T.S. # 12 MIN. N. T. S. FILTER FABRIC r ry WOVEN OR NON -WOVEN ""N FILTER FABRIC �___.�._.,I DRIP LINE Inlet Type 2 Symmetrical About q Q SECURING DEVICE ROUND PIPE pro o^a°�a A X < 2' MIN. TONGUE &GROVE _z a 2' MIN. 2' - a" MAX. JOINT TO MATCH it < 2' _ 8" MAX!4 r COST OF FILTER JACKET TO BE INCLUDED IN THE COST OF PIPE CULVERTS. 2' Dia. Cover ft FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN See Slob Reinforcing ��• + Q) _ Inlet RISER ;/ E PILL TICAL PIPE SHOWN Detail This Sheet, a �= o „ TONGUE & GROVE BORT TO MATCH o ;ER FILTER FABRIC JACKET e �` 6" B Of RISER 10 TOP VIEW (FDOT INDEX #280) L J Q ti 5" Qj Concret ,� 3' - 6" OR 4' DIA. Support Post r ` 3' - 6" OR 4' DIA. CLIPS PERMITTED SPECIFICATIONS FOR TREE BARRIER 10'-0" 1 3'-0" ON 3'-0" FRAME �` r�Q' TOP VIEW t 2'-0" Or X-0" #T� 1. MINIMUM RADIUS TO BE PROTECTED IS 13'-0" PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE � �� ENTIRE DRIPLINE L*A Q 2'-0" OR 3'-0" 5/8" 2. MINIMUM 3' IN HEIGHT 44 TYPE MANHOLES PLAN (INLET TYPE 2 SYMMETRICAL ABOUT CE S 3. UPRIGHTS- THE EQUIVALENT OF 2"x4" , P n 1 2" MIN LUMBER ON 6' MINIMUM CENTERS 4'-0" t'-6" 4/ I NOTES: (TOPS) 4. HORIZONTAL- CONSTRUCTION MESH ' 1 6" - 1. MANHOLE TOP TYPE 7 SLABS SHALL BE OF CLASS 11 CONCRETE. t d v ; 1 3' MIN. NETTING, COLOR: ORANGE o C CONCRETE AS SPECIFIED IN ASTM C-478 MAY BE USED FOR CSI 1 1/2" OPTIONAL KEY 1/r PRECAST UNITS; SEE GENERAL NOTE No. 3, in 4 `a A 5. BARRIERS TO BE ERECTED -AROUND TREES THICKNESS OF 2• MANHOLE TOP TYPE 7 SLABS MAY BE OF CAST -IN-PLACE OR M TO REMAIN BEFORE CONSTRUCTION OR STRUCTURE WALL PRECAST CONSTRUCTION. THE OPTIONAL KEY IS FOR PRECAST TOPS .�- M1 WALL SECTION SECTION MESH NETTING NEARBY TREES ARE REMOVED See Note I 5" f6 Concreti w 1 AND IN LIEU OF DOWELS. FRAME AND SLAB OPENINGS ARE TO UPRIGHT NO. 4 Support Post BE DMITED WHEN TOP IS USED OVER A JUNCTION BOX. FRAMES a For Curb Inlets Types 1, 2, 3, & 4 6. BARRIERS TO REMAIN IN PLACE UNTIL I - SECTION CAN BE ADJUSTED WITH FROM ONE TO SIX COURSES OF BRICK. SECTION 3" NOTE: ALL PAVING, CONSTRUCTION AND HEAVY I 2'_0" 3. MANHOLE TOP TYPE 8 MAY BE OF CAST -IN-PLACE OR PRECAST T p �+ e p 6" Concrete Or _ NOTE: SEE SLAB DESIGNS INDEX 200. CAS i IRON FRAME �/`1.7T Ij�®N FRAME BARRIER MUST BE ERECTED EQUIPMENT IS OUT OF THE AREA CONCRETE CONSTRUCTION, FOR CONCRETE CONSTRUCTION 8" Brick. 6„ 3'-6" 6" THE CONCRETE AND STEEL REINFORCEMENT SHALL PRIOR TO CONSTRUCTION tV t BE THE SAME AS THE SUPPORTING WALL UNIT. AN ECCENTRIC DIMENSIONAL SECTION � � -� SPE 7 CONE MAY BE USED. STORM MANHOLE TYPE I STORM MANHOLE TYPE 11 TREE PROTECTION MEASURES E MANHOLE TOPS 4. MANHOLE TOPS SHALL BE SECURED TO STRUCTURES BY OPTIONAL CONSTRUCTION JOINTS AS SHOWN ON SHEET 3 OF 6. F.D.O.T. INDEX 201 F.D.O,T, INDEX 201 NTS All"'�"'1� 1D F.D.O.T, INDEX 201 # To Be Paid E # # F: L. Of Gutter t t Limits Of Inlet Construction For As C. & G. 75 z � NTS NTS NTS For As C. & To Be Paid � > Q e v to t - � !✓ � O TOP OF GRATE TOP OF BERM SKIMMER a) i-- Lo � FIBERGLASS SKIMMER BLADE TOP OF GRATE EL. 120.50 i6" ip O i7 EL. 121.00 �� PROVIDE SUPPORTS FOR W 0? iD SKIMMER AS REQUIRED s 1V LU N U TOP OF SKIMMER 18' T° MAINTAIN RIGIDITY, TOP OF BERM 1/4' MIN. THICKNESS) EL. 1 F G EL. 120.50 t - t GRATE EL. 120.50 t --t i ifl ® ; } C0 12'dt� 4D" WEIR 3.-0. Q >` EL. 110.2 L4 SIDES OF INLET) �t t - TOP OF SKIMMFJ2 7' 40" WEIR 7' O O a 10'-0" 3'-0" 3'-0" UJ Q 7� Q TOP OF BERM Trans, Gutter ' 0 Z N GRATE EL. 108.80 EL. 109.75 h va Gutter "- rn Trans. S,. EL 173.0 FIBERGLASS SKIMMER BLADE WEIR EL. 118.10 O a O °f` SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT �) v 0 (1/4" MIN. THICKNESS) WEIR EL. 11&10 40" WEIR o J 4 SIDES OF INLET) TOP OF GRATE PROVIDE SUPPORTS FOR BOTTOM OF SKIMMER SKIMMER AS REQUIRED EL. 112.00 7GRATE EL 109.30 6" MIN. EL. 117,50 N RB WLETSr 1 TO MAINTAIN RIGIDITY. TOP OF SKIMMER `,�/ S� El- 112.00 � FIBERGLASS SKIMMER BLADE PROVIDE SUPPORTS FOR BOTTOM OF SKIMMER �qo (1/4" MIN. THICKNESS) m SKIMMER AS REQUIRED s 11�� U = Q 00 6" MIN. EL. 108.25 F �/ BOLT TO SIDE OF INLET TO MAINTAIN RIGIDITY. F,D.O.T. INDEX #210 I- '7 SKIMMER BOLT SKIMMER BLADE 24' WEIR 38" RCp TOP. VIEW N.T.S. s✓ a) O o TO BACK OF INLET \ INV. 110:00 pUTFA PIPE OUTFALL PIP .-TYPE 'E; INLET'."- W 0 O `O WEIR EL. 108,60 \ 6" MIN, �� GROUT INV. 110.00 FOOT INDEX /232 RIM ELEV. 112.60 AL j Q t\ BOLT SKIMMER BLADE y t 24• RCP TO BACK OF INLET BOTTOM OF SKIMMER 1 _ _ O.R•p , PIPE INV. 99 OD 24" RCP \ EL. 108.00 h' •• TFALL PIP � 4'-6" � O S TYPE b' INLET C 0 " cRour , SIDE VIEW I 3-0" 7 0 FOOT INDEX 32 • 1 0 In Z tL TYPE 8 MANHOLE TOP U O W/ TYPE t RING do COVER O M s2�0F 1 ar VtCPFRONT VIEW FOOT INDEX �2oi . 2 � OUTFALL PIPE INV. 104,0° \ 4'-i' OUTFALL ON -POND D ,� o • ( A 1 TYPE 'D' INLET T GROUT., S7 FD07 INDEX 1232 ' SIDE VIEW FRONT VIEW STRUCTURE �ooE, (e•�y�6 �,S 8" TOP OF GRATE 8' 2'-0" -2 1 l NTS STORM MANHOLE RISER Vel i 0 EL. 109.30 T (3 an 00TOP OF SKIMMER SIDE VIEW FRONT VIEW 38"x60' ALCMP 38 x60" ALCMP CL 0 'ITEL. 112.15 BOLT FIBERGLASS 16, TOP OF SLAB EL 105.57 N 24" RCP MME OX ACK GRATE EL. 112.00 FODTTINDEXION O 200 TOPSLAB '~ i° 0 CIL OUIFALL PIPE 1 BOTTOM OF SLAB EL 104,90 cn 0 PROVIDE SUPPORTS FOR TOP 13 BERM q J 18" RCP BOLT FIBERGLASS SKIMMER EL. 113.00 O SKIMMER AS REQUIRED TO BACK OF INLET BOX TO MAINTAIN RIGIDITY. BOTTOM OF SKIMMER OUTFALL PIPE rya`s -! ACP EL. 1081 Xf FROA18 RCP 241RACT G ENGINEER tI WEIR EL, 106.60 0 18" RCP CP RETENTI RACT RE1 OM 52 PROVIDE SUPPORTS FOR FIBERGLASS SKIMMER BLADE '° ZA" R ON AREA INV 101,00 EtS1WN AREA (1/4' MIN. THICKNESS) 1g• SKIMMER AS REQUIRED or BOLT TO SIDE OF INLET INV 101.00 t@3 1l 4'-1" TO MAINTAIN RIGIDITY. `I in - _ RONALD HENSO II, PE, FL. REG. iJ0.34836.- FRONT VIEW 18" RCP PROVIDE SUPPORTS FOR r12" MIN. DESIGN DRAFT CHECK SKIMMER it OUTFALL PIPE SKIMMER AS REQUIRED S-1" TYPE J BOTTOM TO MAINTAIN RIGIDITY. FDOT INDEX /200 RMH DSG 24" RCP -- - TYPE 'C INLET -- S.� PROVIDE SUPPORTS FOR 38`x60" ALCMP 38"x60" ALCMP 12" TOP VIEW 12' FOOT INDEX 1232 SKIMMER a OUTFALL PIPE INV. 104.00 �� SKIMMER AS REQUIRED PROJECT NO. 1 0 5 4 D T m f TO MAINTAIN RIGIDITY. 38'x60" ALCMP' 38"x60" ALCMP GROUT,, SKIMMER I 4'-1' I BOTTOM OF STRUCTURE ELEV, 91.90 TOP VIEW TOP VIEW B" B1 OCTOBER, 2001 t5, ` DATE 1 1 OUTFALL CONTROL -POND 81 � 3'%-," .� 1 SIDE VIEW OUTFALL CONTROL -POND A2 PLAN FUNCTION MANHOLE SECTION SCALE STRUCTURE STRUCTURE �� N A STRUCTURE X51 NTS NTS NTS NTS SHEET - 16 OF 19 TEMPORARY JUMPER CONNECTION NOTES: 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS UP TO 8 INCHES IN DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT AGENCIES HAVE BEEN RECEIVED. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI IN THE NEW MAINS AFTER DISINFECTION AND UNTIL THE DOUBLE CHECK BACKFLOW FDEP CLEARANCE LETTER IS OBTAINED ADEQUATE. THRUST BLOCKING AND/OR RESTRAINTS SHALL BE 2"METER PREVENTER ASSEMBLY PROVIDED TEMPORARILY. AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, SCH. 40 GALVANIZED 1992 EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE PIPE AND FITTINGS DISINFECTED BY SPRAYING OR SWABBING PER SECTION 11 OF AWWA C651-92. PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 3. FLUSHING OF 10 INCHES IN DIAMETER AND LARGER WATER MAINS MAY BE DONE THROUGH THE TIE-IN VALVE UNDER VERY CONTROLLED CONDITIONS. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE NOT _ WATER TIGHT SHALL BE REPLACED WITH A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE 12" TO 30" 3/4" HOSESIBB LEAKING VALVE. ABOVE W/VACUUM BREAKER B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER 2 2" SCHD. 80 PVC. " GRADE SCHO. BO PVC CONNECTION SHALL BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR _ �- PRESSURE GAUGE BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. _ * FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER DOUBLE STRAP SADDLE MAINS. 2" CORP. STOP * ALL DOWNSTREAM VALVES IN THE SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE. 2" CORP. STOP * PROVIDE FOR AND MONITOR THE PRESSURE IN THE TIE-IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI. EXISTING o s NEW WATER UNE WATER LINE THE TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP ACROSS THE VALVE IS GREATER THAN 10 PSI. ol --.. FLOW ► C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY COMPANY UNTIL FLUSHING BEGINS. D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY COMPANY AND OBSERVED BY THE ENGINEER. E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY TIE-IN VALVE MUST BE CLOSED AND THE UTILITY COMPANY. REMAIN LOCKED. CITY PROVIDE 4• THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE DOUBLE CHECK BACKFLOW OPERATED BY CITY PERSONNEL ONLY. LOCKING MECHANISM. VALVE WILL PREVENTION DEVICE HAS BEEN TESTED AND IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION. 5. EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8 INCHES IN DIAMETER, THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE NOTE: TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, FDEP AND ALL OTHER PERTINENT AGENCIES. ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2 INCH BRASS PLUGS. 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS, VALVE, ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY JUMPER CONNECTION NTS MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). ' LI -6" BEDDING ROCK 4- 6- 8" 10' PIPE SIZE 1 12" 16" 20- 24' 30" 90° BEND 23 32 42 50 56 45° BEND 10 13 17 21 24 22-1/2° BEND g 1 6 8 10 12 11-1/4° BEND 2 3 45 SHALL BE 6" MINIMUM. 6 PLUG OR BRANC OF TEE 20 41 63 83 103 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FIRINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FIRINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSU.RE:---- ____ P.S.I.• SOIL DESIGNATION:--.S9NU_11,T___� • LAYING CONDITIONS: 3 6. FOR PIPE ENCASED .IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES"OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * TO BE COMPLETED BY THE ENGINEER. RESTRAINED PIPE TABLE NTS HYDRANT OPERATING NUT HOSE NOZZLE AS REQ'D. 24" SQUARE �i ROUND AND 6 THICK PUMPER NOZZLE REINFORCED CONCRETE FACING STREET SHEAR PAD. SEE NOTE 1 - V VE CO LAR NTS METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE 1' MAX. y o l � PVC WATER MAIN / OR FORCE MAIN 1" MAX METALLIC LOCATING WIRE Yi?� iN,�/iV�\/i�i\ NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. LOCATING _WIRE DETAIL NTS SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR D AREAS FINISHED GRADE REENDETA LS) LI -6" BEDDING ROCK (SEE DETAIL RESILIENT SEAT GATE STANDARD INSTALLATION OX (SEE 3" DIA. BRONZE DISC DENND -ems .}gam :g:°•°-•:° -°• COMPACTED BACKFILL {TE �A1 M J HYDRANT eNCHORING TEE NTS METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE 1' MAX. y o l � PVC WATER MAIN / OR FORCE MAIN 1" MAX METALLIC LOCATING WIRE Yi?� iN,�/iV�\/i�i\ NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. LOCATING _WIRE DETAIL NTS SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR D AREAS FINISHED GRADE REENDETA LS) LI -6" BEDDING ROCK THICK CONC. PAD RESILIENT SEAT GATE STANDARD INSTALLATION OX (SEE 3" DIA. BRONZE DISC DENND -ems .}gam :g:°•°-•:° -°• NOTES: .° o:-°�o•e•..e:g,•:g ::>_°: 1.THE DEVELOPER MAY ->= ° •=-De o•'°e : ° - INSTALL THE SHEAR PAD �•e• O• -:•o -:•e - ••� '':.o -"D. RECESSED UP TO 4" Dao.ee� �;:�%:• •; •%:• BELOW FINISHED GRADE •� O•e D•e Oft O• •O• O•o. AND SOD THE RECESSED ;•D.e,e-g;o:o•°.°• 4.a Die •� • e Deo -•moo -D: SECTION -D, •.�-De>-D:e•.:.-.-.� -• 2 -CLEARANCE BETWEEN OPEN BOTTOM OF BOLTS AND •' TOP OF SHEAR PAD VALVE BOX SHALL BE 6" MINIMUM. SECTION A -A = ; . • `':.. , FIRE HYDRANT DETAIL NTS METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE 1' MAX. y o l � PVC WATER MAIN / OR FORCE MAIN 1" MAX METALLIC LOCATING WIRE Yi?� iN,�/iV�\/i�i\ NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. LOCATING _WIRE DETAIL NTS SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR D AREAS FINISHED GRADE REENDETA LS) NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE & BOX DETAIL NTS 24' x 24' x 6" ADJUSTABLE CAST IRON THICK CONC. PAD VALVE BOX SEE NOTE 2 ----�_ UNIMPROVED AREAS 3" DIA. BRONZE DISC BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE SIZE OF VALVE •,; AND SHALL BE WATER CENTERED ON SERVICE OPERATING NUT MAIN ° DIRECTION & NO. RESTORATION.) OF TURNS TO FINISHED OPEN •• •' • ; VALVE BOX - a. ; AND COVER �= '. = ; . • `':.. , (TYP.) _ '` - ::• �.. •+ •-••. I^ • ..:. •e•O�s•D •e •O'e •fie Ode a -O �.•D;•. •. ,•,.• 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE & BOX DETAIL NTS 24' x 24' x 6" WYE WITH 6 BRANCH THICK CONC. PAD uj W o z TYP. EACH VALVE BOX. UNIMPROVED AREAS 3" DIA. BRONZE DISC REMOVABLE ANCHORED IN t ONC. PAD AS REQ D MOUND ALL iTAMP SEE NOTE 1) REPLACEMENT BASE SIZE OF VALVE •,; 7 TYPE OF VALVE • v : ': • '• ' SERVICE DETAIL FOR OTHER MAXIMUM DENSITY AS PER AASHTO T-180. ° DIRECTION & NO. RESTORATION.) OF TURNS TO FINISHED OPEN •• •' • ; VALVE BOX - a. ; AND COVER �= '. = ; . • `':.. , (TYP.) _ '` - ::• �.. •+ •-••. I^ • ..:. 2500 P.S.I. CONCRETE MIN. TOP FLUSH WITH FINISHED GRADE 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ D. UNIMPROVED CONDITION 9" ASPHALT SURFACE BASE 4' x 4" x 18" LONG VALVEBOX (MIN.) PRECAST POST AND COVER WITH 3 DIAMETER (vp•) BRONZE DISC SET IN UT AS IMPROVED CONDTITION ABOVE. SHOWN NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16' AND LARGER, OR AS REQUIRED BY THE `CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18' x 6' WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL NTS LOT UNE WYE WITH 6 BRANCH N uj W o z ° BEND -- UNIMPROVED AREAS CLEAN-OUT REMOVABLE SEE NOTE 1 PLUG SEWER MAIN J SIZE VARIES WYE WITH 6" BRANCH ,&w I WYE BLE PLAN FINISHED GRADE TEERMINATIO 3 DEO MNT (TYP-) --� REPLACEMENT CONCRETE EXISTING CONCRETE PAVEMENT 1 6x6-6/6 WWF I ROTATE r W SPRING UNE I TERMINAL DEPTH 30° (TYP.) AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL CONCRET lw SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS, w" ' BENCHING PER SPECIFICATIONS REINFORCEMENT AND JOINT -N DETAIL TO BE DESIGNED BY THE ENGINEER AND APPROVED BY THE 9 �? CITY .� t� �9 BEDDING ROCK TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS CROWN TRENCH IN FILL FRAMES BEDDED IN MORTAR BEDDING ROCK \� UNIMPROVED AREAS TRENCH WIDTH VARIES 2'-0" MIN. // (SEE NOTE 8 k 9) / ' UNDISTURBED EARTH "3 MIN.) (SEE TYPE B W/ SIZE Of PIPE REPLACEMENT BASE // EDDING AND TRENCHING MATERIAL OR ALTERNATE METHOD CONSISTING OF TRENCH WALL NO, PIPE DETAIL FOR OTHER MAXIMUM DENSITY AS PER AASHTO T-180. CONCRETE SLAB, TO SAME PORTLAND CEMENT SURFACE RESTORATION.) WIDTH, REINFORCED WITH 6x6-6/6WWF. FINISHED CUT & REPAIR UT FOR PIPE DIAMETER 24" AND LARGER NTS 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. to 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING CLEAN-OUT 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE (TYP.) THAN 15", AND 6' MINIMUM FOR PIPE DIAMETER 16' AND LARGER. SEE NOTE 1WYE /� BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE WITH 6" BRANCH ��T/� . COMMON FILL SEE NOTE4 LOT 'PIPE O:D. LINE O I 12' (TYP.) CL a SELECT / COMMON I ROTATE r W SPRING UNE I TERMINAL DEPTH 30° (TYP.) AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL CONCRET lw SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS, w" ' BENCHING PER SPECIFICATIONS REINFORCEMENT AND JOINT -N DETAIL TO BE DESIGNED BY THE ENGINEER AND APPROVED BY THE 9 �? CITY .� t� �9 BEDDING ROCK TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS NOLITHIC SLAB SURFACE SURFACE JOINT 5' MINIMUM REPLACEMENT 8"MIN. W +2' ; �, EXISTING ASPHALTIC CONC. SURFACE I 2 i MANHOLE FRAME & COVER (SEE STANDARD DETAIL) FILL FRAMES BEDDED IN MORTAR NOLITHIC SLAB SURFACE SURFACE JOINT 5' MINIMUM REPLACEMENT 8"MIN. W +2' ; �, EXISTING ASPHALTIC CONC. SURFACE I 2 i SELECT COMMON- FILL m z FILL iAl BEDDING ROCK \� V-6" ;// TRENC WIDTH EXISTING BASE (T) 2'-0" MIN. // (SEE NOTE 8 k 9) / ' UNDISTURBED EARTH JOINT SURFACES NOTES: REPLACEMENT BASE // - -I - �� MATERIAL OR ALTERNATE METHOD CONSISTING OF TRENCH WALL NO, PIPE AN 8"(MIN.)THICK 2000PSI MAXIMUM DENSITY AS PER AASHTO T-180. CONCRETE SLAB, TO SAME PORTLAND CEMENT SURFACE ASPHALTIC CONCRETE SURFACE WIDTH, REINFORCED WITH 6x6-6/6WWF. OPEN CUT & REPAIR UT FOR PIPE DIAMETER 24" AND LARGER NTS 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. SELECT COMMON- FILL m z FILL w BEDDING ROCK \� R N PIPE BEDDING PRE -PRIMED (SEE NOTE 8 k 9) / ' UNDISTURBED EARTH JOINT SURFACES NOTES: PRE -MOLDED 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE � �H MAXIMUM DENSITY AS PER AASHTO T-180. O 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE WppPER MAXIMUM DENSITY AS PER AASHTO T-180. (IVE TO 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED DE REMOVED) BY THE CITY. 4. (•). 15' MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24" MAX. UT FOR PIPE DIAMETER 24" AND LARGER w CL CL 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. to 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6' MINIMUM FOR PIPE DIAMETER 16' AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF O BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIA. TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL NTS 2 COURSES OF BRICK MIN C®) tn 4 COURSES MAX. w w o: 3 INSIDE WALL OUTSIDE WALL p PRE -PRIMED C7 JOINT SURFACES 5' MIN. it PRE -PRIMED PRE -MOLDED JOINT SURFACES � �H O En WppPER W (IVE TO c• DE REMOVED) > 6" UT MIN. COMPLETED�\ COMPLETED _ L__8" MIN. SQtNkTEZE ali 9- t w CL CL 2" MIN. NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8 THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. SIITARY MANHOLE NTS PRECAST TEE MANHOLWALL E : R. INFLUENT SEWER SEE NOTE 3) CONCRETE ENCASEMENT OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) INLET CONNECTION AS REQUIRED 90" BEND 2" STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST :..':`:' -:: `•`. :.`.•: MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER :. PIPE AND LARGER SA NLESS STEEL PVC OR DIP STAINLESS STEEL PIPE CLAMP is RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2. OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN �- UNIMPROVED AREAS 3 MIN.)) FINISHED GRADE SEE N6` E 8) ZE SEE NOTE 4 '. - :./�//� z N COMMON FILL :PIPE O.D. • \�/\. 12' (TYP.) SELECT z '- � /�� COMMON o / w O UNDISTURBED FILL m z w w SEE NOTE 3) uj �/� NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (•): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24' AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6.1 ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL NTS RAISED 1-1/2- LETTERS FLUSH WITH TOP OF 207 2 - NON PENETRATING PICK HOLES 1AChINED 23-3/4- MATING SURFACES ELEVATION MANHOLE FRAME • COVEV NTS C®) ., . . w : V Z '. O e Tn I -C 55 � I....,-, c• _ w W e w CL CL to LLJ �t O wco N O I j^ W Of CL a La S ci � . 1 L_Q f W 0 L..L_ W W � � r r� 46 rQ) Q)V^•� Iy W V V s CN � N q C O U �z Iv c O E a w � o a) O o 13e M L C/) Q W Q O 0 z-7 O) L) ry J •i^"` :,_ W V 0 . L r� c) = --)0 00 0 I'-' .9;0 0 10 �V ul3:N W o < (D VV v p� O 07 O t" C'7 O x _ U 0 O _ 1 r) s C 00 O M O � � � O '0 - •o 114 0 ENGINEER AR2320� RONALD HEN 11," P.E., FL REG. 34836 DESIGN I DRAFT - CHECK RMH G' DSa I _ PROJECT NO. 01 054D DATE OCTOBER, 2001 SCALE N/A SHEET 17 OF 19 Unless further excavation of earthwork is indicated. Fill shall be of clean, find sand AASHTO Class A-3 and shall be laced in loos lif n e is of exceedin 8 in thickness and cam act p g p ed to at least 95% of modified proctor maximum dry density (ASTM D-1557). Use only hand methods for grubbing inside drip line of trees indicated to be left standing. Removal of Improvements: Remove existing above -grade and below -grade improvements necessary to permit construction, and other work as indicated. The locations of all existing utilities shown on these plans have been determined from the best information available and are iven for the convenience f r g o the contracto . The Engineer assumes no responsibility for their accuracy. Prior to the start of any demolition activity, the contractor shall notify the utility companies for onsite locations of existing utilities. Chapter 553.851 of the Florida Statutes requires that an excavator notify all gas utilities a minimum of two (2) working days prior to excavating. Prior to any removal of any underground tank and other component, contractor must completely drain the systems to on approved sanitation tank for disposal to an approved location. All existin sewers i in and utilities shown are not to b in r r h e to eted and t e exact location or 9 � PP 9 P as the only obstacles that may occur on the site. Verify existing conditions and proceed with ion round an antici ated features. Giv no i I 'I' caut a y p e t ce to a l uti ity companies regarding destruction and removal of all service lines and cap all lines before proceeding with the work. Electrical, telephone, cable, and/or gas lines needing to be removed or relocated shall be coordinated with the affected utility company. Contractor must stop operation and notify the owner for proper direction if any environmental or health related contaminate is encountered during demolition/excavation process. Prior t an clearin or demolition occurrin all era ion n r 1 vi o s co t o de ces are to be installed. Y 9 9. Abandonment or removal of certain under round i e or n ui h n ivil r cod is ma be s own o c i o 9 PP Y electrical drawings, and is included under work of those sections. Removal of abandoned underground piping or conduit interfering with construction is included under this section. PAVEMENT REMOVAL A. Where existing pavement is to be removed, saw -cut the surfacing leaving a uniform and straight edge with minimum disturbance to the remaining adjacent surfacing. If construction results in raveling of the saw cut surface, recut back from the raveled ed a rior to restoration. 9 P B. Where existing pavement, curb and gutter, sidewalk, driveway, or valley gutter is removed for the ur ose of constructin or removin box culver s i e inlets manhole P P 9 9 t. PP. s. o urtenances faciilities or structures said avemen etc. shall e r laced an pp p t. b ep d restored in equal or better condition than the original. Contractor shall provide all necessary labor, materials, equipment, tools, supplies, paint, and equipment required. Prior to any clearing or demolition ocurring, all erosion control devices are to be installed. DISPOSAL OF WASTE MATERIALS: Burning on Owner's Property: Burning is not permitted on Owner's property unless valid permit is obtained from Owner and appropriate regulatory agency. Removal from Owners Property: Remove waste materials and unsuitable and excess topsoil from Owner's property and dispose of off site in legal manner. SECTION 02200 —EARTHWORK PART 1 — GENERAL DESCRIPTION OF WORK: Extent of earthwork is indicated on drawings. Prior to bidding work the Contractor shall obtain and review a copy of the projects geotechnical report(s). The contractor shall supplement the reports) with additional soils investigation as required to supply a complete bid. QUALITY ASSURANCE: Codes and Standards: Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. Testing and Inspection Service: The Contractor shall engage and pay for services of an independent Soils Engineer to perform soil testing and inspection service for quality control testing during earthwork operations. The Contractor shall coordinate with, and schedule the services of, the Soils Engineer to facilitate testing required by the Owner throughout construction. SUBMITTALS: Test Reports -Excavating: Submit following reports directly to Engineer from the testing services, with copy to Contractor: Test reports on borrow material. Field n i est re orts. de s ty t p One optimum moisture -maximum density curve for each type of soil encountered. JOB CONDITIONS: Site Information: Data on indicated subsurface conditions are not intended as representations or warranties of accuracy or continuity between soil bearings. It is expressly understood that Owner will not be responsible for interpretations or conclusions drown therefrom by Contractor. Data are made available for convenience of Contractor. Additional test borings and other exploratory operations may be made by Contractor at no cost to Owner. Existing Utilities: Locate existing underground utilities in areas of work. If utilities are to i I e r viol ade uate mean of r remain n ac o e s su o t and rotection aurin earthwork o Bratton . P P q PP P 9 P s Should uncharted, or incorrectly charted, piping or other utilities be encountered during ova ion consult utilit owner immediate) for ire tin r exc t d cos. Co a ate with Owner and utilit Y Y oP Y companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except when permitted in writing by Engineer and then only after bl m rat utilit services b y b n r v' accepts a to po y y a e ee p o idea. Use of Explosives: The use of explosives is not permitted unless valid permit is obtained from appropriate regulartory agency. Protection of Persons and Property. Barricade open excavations occurring os part of this work and post with warning lights. Operate warning lights as recommended by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by ttl ment lateral movement underminin w ho n se a g, as ut a d other hazards created by earthwork operations Perform excavation within drip -line of large trees to remain by hand, and protect the root system from damage or dryout to the greatest extent possible. Maintain moist condition for root system and cover exposed roots with burlap. Paint root cuts of 1" diameter and larger with emulsified as halt tree oint. P P PART 2 — PRODUCTS SOIL MATERIALS: Definitions: Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GW, GP, GM, SM, SW and SP. Unsatisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GC. SC, ML, MH, CL, CH, OL, OH and PT. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, crushed slag, natural or crushed sand. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, with 100% passing a 1-1/2" sieve and not more than 5% passing a No. 4 sieve. Backfill and Fill Materials: Fill soils utilized to raise building and pavement areas to desired grade should consist of clean. granular materials with less than 10% passing No. 200 U. S. standard sieve. PART 3 — EXECUTION EXCAVATION: Excavation is Unclassified, and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. Earth Excavation includes excavation of pavements and other obstructions visible on ground surface; underground structures, utilities and other items indicated to be demolished and removed; together with earth and other materials encountered that are not classified as rock or unauthorized excavation. Additional Excavation: When excavation has reached required sub -grade elevations, notify Engineer who will make an inspection of conditions. If unsuitable bearing materials are encountered at required sub -grade elevations, carry excavations deeper and replace excavated material as directed by Engineer. Removal of unsuitable material and its replacement as directed will be paid an basis of contract conditions relative to changes in work. Stability of Excavation: Slope sides of excavations to comply with local codes and ordinances have ' ris is ion Shore and brace whey 1 in i n �u d t e s op g s of possible because of space restrictions or stability of material excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights. stringers and cross -braces, in good serviceable condition. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation progresses. Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. In the v n h w B e t t e stet is encoun ere in t d aur the construction w i de stet n shat) be conducte 9 d. 9 The contractor is solely responsible for the design, installation, operation, and subsequent removal of dewatering systems and their safety and conformity with local codes and regulations. If dewotering equipment needed, exceeds any of the following: 1) 6" Pump Volute; 2) 100,000 GPD total 24 hour (1 day) dewatering, and; 3) 1,000,000 GPD pump capacity, !`he contractor shall be required to permit the dewatering system with the SJRWMD. The Engin,4ar end/or Owner shall be notified immediately if any of the above thresholds are exceeded. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to conve rain water and w r r m y ate a oved from excavations to collecting or run -oft areas. Do not use trench excavation m s as to porary drainage ditches. Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade and shape stockpiles for proper drainage. Locate and retain soil materials away from edge of excavations. Do not store within drip line of trees indicated to remain. Dispose of excess soil material and waste materials as herein specified. Excavation f r r c r o Stu to es. Conform to Bleu ion at sand dimensions shown within a tolerance of plus or minus 6:10', and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. In excavating for footings and foundations, take care not to disturb bottom of excavation. Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines no grades to leave solid base to receive other work. Excavation for Trenches: Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Provide 6" to 9" clearance on both sides of i e or'i conduit. PP Excavate trenches to de h in i t d cated or re uired p q Corry depth of trenches for piping io establish indicated flow lines and invert elevations. Beyond building perimeter, keep bottoms of trenches sufficiently below finish grade to avoid freeze -ups. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. Backfill trenches with concrete where trench excavations pass within 18" of column or wall footin s and whi h g c are carried below bottom of such footings, or which pass under wall footings. Place concrete to level of bottom of adjacent footing. Do not backfill trenc hes until tests and ins ections have been ma n P de a d backiillin 9 authorized b Y Engineer. Use care in backfilling to avoid damage or displacement of pipe systems. Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F (1 degree C1. COMPACTION: General: Control soil compaction during construction providing minimum percentage of density specified for each area classification indicated below. Percen f is e o Maximum Densit Re uir m e Bits: Com oc soil 9 Y q p t to not less than the following ercenta es of maxim um densit for soils whi h hi ' - c ex bit a well olefin m ' P 9 Y ed oisture density relationship (cohesive soils) determined in accordance with ASTM D 1557, AASHTO T-1 60; and not less than the following percentages of relative density, determined in accordance with ASTM D 2 4 f i - 0 9 or so Is which will not a hi i - x b t a well defined moisture density relationship (cohesionless soils). Structures, Building Slabs and Steps, Pavements: Compact top 12" of subgrade and each layer of backfill or fill material at 95% maximum density for cohesive material or 98% relative density for cohesionless material. Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of backfill or fill material at 85% maximum density for cohesive soils and 90% relative density for cohesionless soils. Walkways: Compact top 6" of subgrade and each layer of backfill or fill material at 90% maximum density for cohesive material or 959E relative density for cohesionless material. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing or pulverizing until moisture content is reduced to a satisfactory value. BACKFILL AND FILL: General: Place acceptable soil material in layers to required subgrade elevations, for each area classification listed below. In excavations, use satisfactory excavated or borrow material. Under grassed areas, use satisfactory excavated or borrow material. Under walks and pavements, use subbase material, or satisfactory excavated or borrow material, or combination of both. Under steps, use subbase material. . Under piping and conduit, use subbase material where subbase is indicated under piping or conduit; shape to fit bottom 90 degrees of cylinder. Backfill excavations as promptly as work permits, but not until completion of the following: Acceptance of construction below finish grade including, where applicoble, damp - proofing, waterproofing, and perimeter insulation. Inspection, testing, approval, and recording locations of underground utilities. Removal of con r f r w c ete o m ark. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. Cut off temporary sheet piling driven below bottom of structures and remove in manner to prevent settlement of the structure or utilities, or leave in place If required. Removal of trash and debris. Permanent for temporary horizontal bracing is in place on horizontally supported walls. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. Plow strip, or break-up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. When existing ground surface has a density less than that specified under "Compaction" for particular area classification, break-up ground surface, pulverize, moisture -condition to optimum moisture content, and compact to required depth and percentage of maximum density. Placement and Compaction: Place backfill and fill materials in layers not more than 16" in loose depth for material compacted by heavy compaction equipment, and not more than 8" in loose depth for material compacted by hand -operated tampers. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. Place backfill n f' a d 111 materials evenly adjacent to structures, piping or conduit io required elevations. Take care to prevent wedging action of backfill against structures or displacement of i in p p g or conduit by carrying material uniformly around structure, piping or conduit to approximately same elevation in each lift. GRADING• General: Uniformly grade areas within limits ::;f grading under this section, including adjacent transition areas. 'Smooth finished surface within specified tolerances, compact with uniform levels or slopes between' points where elevations are indicated, or between such points and existing grades. Grading Outside Building Lines: Grade areas !adjacent to building lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes, and as follows: Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10' above or below required subgrade elevations. Walks: Shape surface of areas under walks to line, grade and cross-section, with finish surface not more than 0.10' above or below required subgrade elevation. Pavements: Shape surface of areas urel,i r pavement to line, grade and. cross-secflon, with finish surface not more than 1/2" obo%: or belo, required subgrade e,evation. Grading Surface of Fill under Building Slabs: Grade smooth ond�even, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance 01:1/2" when tested with a 10' straightedge. Compaction: After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification. PAVEMENT SUBBASE COURSE: General: Subbase course consists of placing subbase material, in layers of specified thickness, over subgrade surface to support a pavement base course. See Asphaltic Concrete Paving section for paving specifications. Grade Control: During construction, maintain lines and grades including crown and cross -slope of subbase course. Shoulders: Place shoulders along edges of subbase course to prevent lateral movement. Construct shoulders of acceptable soil materials, placed in such quantity to compact to thickness of each subbase course layer. Compact and roll at least a 12" width of shoulder simultaneously with compacting and rolling of each layer of subbase course. Placing. Place subbase course material ori prepared subgrode in layers of uniform thickness, conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting subbase material during placement operations. When a compacted subbase course is shown to be 6" thick or less, place material in a single layer. When shown to be more than 6 thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted. Building Slab Drainage Course: General: Drainage course consists of placement of drainage fill material, in layers of indicated thickness, over subgrade surface to support concrete building slabs. Placing: Place drainage fill material on prepared subgrade in layers of uniform thickness, conformin i - to ndicot r ed c ass sec i 9 ton and thickness. Maintain optimum moisture content for compacting material during placement operations. When a compacted drainage course is shown to be 6" thick or less place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted. BUILDING SLAB SUBGRADE COURSE: (The building area plus a minimum margin of 5' beyond the perimeter foundation lines, should be cleared of all surface vegetation, roots, topsoil, debris or other deleterious materials. Stripping, excavation, filling, and compaction within building areas shall be preformed in accordance with the geotechnical engineer's recommendation. Prior to beginning the compaction process, moisture contents within the foundation soils should be controlled so that they approach the optimum compaction condition. This may require the use of a dewatering system. If additional water is required to increase moisture contents, the water should be applied in such a manner that it will not cause erosion or disturbance of the surface soil. A minim um of ten (10) overlapping passes should be made by the vibratory roller. After compaction, the foundation soils should have a minimum density of 95% Modified Proctor (ASTM D 1557) for a depth of at least 2' below footings and floor slabs. Structural fill required to raise the building areas to finish grade, should be placed in thin (12" maximum) level lifts and compacted to 95% of the soils Modified Proctor Density (ASTM D 1557). Fill should not be placed over any natural in-place soils until the natural deposits have been compacted as specified above. Proposed sources of structural fill should be approved by the Soils Engineer prior to their placement within the proposed building areas. Sands which have less than 103E fines passing a No. 200 Sieve will generally be acceptable provided the moisture content is controlled to ensure that the materials can be compacted to the required density. Soils I aced ad' c ent to iootin s or walls h P souldbecrl 1a a e ull cam 9 acted wi h - rollers r v' Y P i alight rubber tired o ibrotory plate compactors to avoid damage to the footings or walls. This material should be placed in level lifts not exceeding 8" loose thickness and compacted to a minimum density of 95% Modified Proctor. The vibratory roller should not be utilized to compact soils adjacent to any completed portions of the structure. FIELD QUALITY CONTROL: Quality Control Testing During Construction: Allow testing service to inspect and approve subgrodes and fill layers before further construction work is performed. Perform ' field den i s t tests in ac cordance wih t ASTM D 1 Y 556 sand cone m ethod r ( o ASTM D 2167 (rubber balloon method), as applicable. Footing Subgrade: For each strata of soil on which footings will be placed, conduct at least one test to verify required design bearing capacities. Subsequent verification and approval of each footing subgrade may be based on a visual comparison of each subgrade with related tested strata, when acceptable to Architect/Engineer. Column and Continuous Strip Footing: One (1) in-place density testing per column footing and per 100 lineal feet of continuous strip footing. Paved A teas and B it i u d n Slab g subgrade: Make at least one field density test of subgrade for ever 2 0 OOs.ft.ot i' bu ►din sl b Y q g a and 5,000 sq. ft, of paved area or of paved area, but in no case le ss than 3 e t sts. In each compacted fill layer, make one field density test for every 2,000 sq. ff. of overlaying building slab and 5,000 sq. ft of paved area, but in no case less than 3 tests. Foundation Wall Backfill: Take at least 2 field density tests, at locations and elevations as directed If in opinion of Engineer, based on testing service reports and inspection, subgrade or fills which have been placed are below specified density, provide additional compaction and testing at no additional expense. MAINTENANCE: Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of trash and debris. Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances. Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density prior to further construction. Settling: Where settling is measurable or observable at excavated areas during general project worranty period, remove surface (pavement, lawn or other finish), add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possble. DISPOSAL OF EXCESS AND WASTE MATERIALS: Removal from Owner's Property. Remove waste materials, including unacceptable excavated material, trash and debris, and dispose of it off Owner's property. SECTION 02513 — PAVEMENT PART 1 — GENERAL DESCRIPTION OF WORK: Extent of asphalt concrete paving work is shown on drawings. Prepared aggregate subbase is specified in earthwork sections. Saw -cutting of edges of existing pavement is specified in site clearing section. SUBMITTALS: Material Certificates: Provide copies to the Engineer of materials certificates signed by material producer and Contractor, certifying that each materie item complies with, or exceeds, specified requirements. QUALITY ASSURANCE: Codes an d Standards: Com 1 with Flori da De artmen P Y p t of Transportation's specifications, latest edition, and with local governing regulations if more stringent than herein specified. A qualified paving consultant (Materials Engineer) retained by the Contractor will provide full-time quality control during paving operations. Functions of the Materials Engineer shall include; pre -paving conference, construction observation, review of material certificates, sampling and density and com i pact on testing of the base and asphaltic concrete mixture. Materials Engineer Inspections Reports: 1. Sub -base compaction report on densities based on one test per 1000 square feet.. of surface area. a. Test of sub -base shall be in areas where heavy rollers have been used along with areas in tight conditions where plate compactors or other means have been used. 2. Tests for base and asphalt concrete compaction report on densities based on one test per 1000 sf of surface area. , a. Test of sub -base shall be in areas where heavy rollers have been used along with areas in tight conditions where sheeps-foot compactors or other means have been used. Tests shall not be in the same location as the sub -base tests. SITE CONDITIONS: Weather Limitations: Apply prime and tack coats when ambient temperature is above 50 deg.F (10 deg.C), and when temperature has not been below 35 deg.F (1 deg.C) for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. Construct asphalt concrete surface course when atmospheric temperature is above 40 deg.F (4 deg.C), and when base is dry. Base course may be placed when air temperature is above 30 deg.F (-1 deg.C) and rising. Grade C n r I oto . Establi h n s a d main[ in r a e uired lin es and el v ' — q e ations. PART 2 PRODUCTS MATERIALS: General: Use locally available materials and gradations which exhibit a satisfactory record of previous installations. Base Course Aggregate: Sound, angular crushed stone, crushed gravel, or crushed slag, sand, stone or slag screenings. Surface Course Aggregate: Crushed stone, crushed gravel, crushed slag, and sharp -edged natural sand. Mineral Filler: Rock or slag dust, hydraulic cement, or other inert material complying with AASHTO M 17 (ASTM D 242). Asphalt Cement: AA &HTO M 226 (ASTM D 3381) for viscosity -graded material and AASHTO M 20 (ASTM D 946) fur pene-1-at"ion-graded material. Prime Coat: Cut-back asphalt type: AASHTO M 82 (ASTM D 2027) MC -30. MC -70 or MC - 250. Tack Coat: Emulsified asphalt; AASHTO M 140 (ASTM D 977) or M 208 (D 2397); SS -1, SS - 1h, CSS -1 or CSS -1h, diluted with one part water to one part emulsified asphalt. On-site Lane Marking Paint: Chlorinated rubber -alkyd type, AASHTO M 248 (FS TT -P-115), Type 111. Wheel Stops: Precast of 3,500 psi air -entrained concrete, approximately 6" high, 9" wide, and 6'O" long, with chomfered corners and drainage si:711s on underside. All concrete for curbs, pads, inlet aprons, sidewalks, etc. shall be 3,000 psi with a maximum slump of 3" to 4". ASPHALT -AGGREGATE MIXTURE: The asphalt wearing surface shall consist of Type S-3 asphaltic concrete mixture meeting current Florida Department of Transportation specifications. The wearing surface shall be compacted and placed at a density no less than 979E of the laboratory density for the approved job .mix formula. PART 3 — EXECUTION SURFACE PREPARATION: Remove loose material from compacted subbase surface immediately before applying prime coat. Proof roll prepared subbase surface to check for unstable areas and areas requiring additional coin action P Notify contractor of unsatisfactory conditions. Do not begin paving work until deficient subbase areas have been corrected and are ready to receive paving. Prime Coat: Apply at rate of 0.20 to 0.50 gal. per sq. yd., over compacted subgrade. Apply material to penetrate and seal, but not flood, surface. Cure and dry as long as necessary to attain penetration and evaporation of volatile. Tack Coat: Apply to contact surfaces of previously constructed asphalt or Portland cement concrete and surfaces abutting or projecting into asphalt concrete pavement. Distribute at rate of 0.05 to 0.15 gal. per sq. yd. of surface. Allow to dry until at proper condition to receive paving. Exercise care in applying bituminous materials to avoid smearing of adjoining concrete surfaces. Remove and clean damaged surfaces. PLACING MIX: General: Place asphalt concrete mixture on prepared surface, spread and strike -off. Spread mix ur t eat min' imum temperature of 225 deg.F (1Q7 deg.C). Place inaccessible and small areas by hand. PI ace each course io required grade, cross-section, and compacted thickness. Hot mix ashli p a t c concrete binder and surface course in new pavement areas requiring more than one and one-half inches (1-1/2") asphalt thickness shall be installed in two (2) lifts. Asphalt in existing pavement overlay areas shall be a minimum of one inch (1") thick and thickness shall be increased as required to match adjoining pavement grades. Paver Placing: Place in strips not less than 10' wide, unless otherwise acceptable to Engineer. At ter first r' st i ha s been I aced an r P d oiled 1 P ace su cceedin . P sari s and exten d rollin 9 P to averla previous strips. Complete base course for a section before placin surface course i9 P 9 applicable. Joints: Make joints between old and new pavements, or between successive days' work, to ensure continuous bond between adjoining work. Construct joints to have same texture, density and smoothness as other sections of asphalt concrete course. Clean contact surfaces and apply tack coat. ROLLING: General: Begin rolling when mixture will bear roller weight without excessive displacement. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to roller s. Brea kdown Rolling: Accomplish breakdown or initial rolling immediately followin rollin of joints and outside edge. Check surface after breakdown rolling, and repair displaced areas by loosening and filling, if required, with hot material. Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot. Continue second rolling until mixture has been thoroughly compacted. Finish Rolling: Perform finish rolling while mixture is still warm enou h for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained maximum density. Patchin and re ' airs: If r 9 P equired, saw cut perimeter of patch and excavate existing pavement section to sound base. Recompact new subgrade. Excavate rectangular or trapezoidal patches, extending 12" (300 mm) into adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. 1. Full depth patch: Prime coat faces of excavation and allow to cure before paving. Fill excavation with dense graded, hot mix asphalt base mix and while still hot, compact flush with adjacent surface. 2. Single asphalt course: Partially fol excavation with dense graded, hot mix asphalt base mix and com pact while still hot. Cover asphalt base course with compacted, hot mix surface layer finishe f d lush with adjacent surfaces. Protection: After final rolling, do not permit vehicular traffic on pavement until it has coded and hardened. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. Sweep Asphalt paving not more than 2 days prior to date of substantial completion inspections. TRAFFIC AND LANE MARKINGS: Cleaning: Sweep and clean surface to eliminate loose material and dust. Off -Site Striping: (Within public road right-of-way and access drive.) Striping: Use thermoplastic striping. On -Site Striping: Use chlorinated -rubber base traffic lone -marking point, factory -mixed, quick - drying, and non-bleeding unless thermoplastic striping is specifically specified (i.e.. tire lone striping, etc.). Color: White unless otherwise specified on civil drawings. Do not apply traffic and lane marking paint until layout and placement has been verified with Engineer. Apply paint with mechanical equipment to produce uniform straight edges. Apply in 2 coats at manufacturer's recommended rates. Protect from traffic until it has attained its full set and hardness. Repaint areas to provide uniform color and appearance. WHEEL STOPS: Secure wheel stops to asphalt concrete surface with not less than two 3/4 " diameter galvanized steel dowels embedded in precast concrete at 1/3 points. Size length of dowel to penetrate at least 6" into asphalt concrete. Drill placement holes oversize and embed dowels in hot bituminous grout material. FIELD QUALITY CONTROL: General: Test in-place asphalt concrete courses for compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable paving as directed by Architect. Thickn - ess: In 1 ace co m acted thickn P p ess will not be acceptable if exceeding following allowable variation from required thickness: Base Course: 1/2", plus or minus. Surface Course: 1/4", plus or minus. Surface Smoothness, Test finished surface of each asphalt concrete course for smoothness, using 10' straightedge applied parallel with, and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness. Base Co r use Surf ace: t 4. / Wearing Course Surface: 3/16". Crowned Surfaces: Test with crowned template centered and at right angle to crown. Maximum allowable variance form template 1/4". Check surface areas at intervals as directed by Soils Engineer. Core borings shall be preformed for each 20,000 sq. ft. Of paved area to verify required thicknesses of base and pavement sections. If in the opinion of Engineer, based on testing service reports and inspection, base or pavement sections which hove been placed are below specified density or thickness, provide additional compaction and testing at no additional expense. SECTION 02666 —POTABLE WATER SYSTEMS PART 1 — GENERAL DESCRIPTION OF WORK: Extent of potable water system exterior to buildings and excluding Fire Supply System improvements is indicated on drawings and schedules, and by requirements of this section. Refer to Earthwork section for excavation and backfill required for potable water systems; not work of this section. UALITY Q ASSURANCE: Manufa r ctu er s Qualifications: Firms regularly engaged in manufacturer of potable water systems materials and products, of types and sizes required, whose products have been in satisfactory use in similar service for not less than 5 years. Installer's Qualifications: Firm with a least 3 years of successful installation experience on projects with potable water piping work similar to that required for project. Code and Standards: Cit of O y coee Code Compliance: Comply with City of Ocoee Requirements and standards for all construction. Plumbing Code Compliance: Comply with applicable portions of Notional Standard Plumbing Code pertaining to selection and installation of potable water system materials and products. All water improvements shall be constructed in accordance with City of Ocoee's standards and specifications. Any conflicts between these specifications and the City of Ocoee specifications, then the City's specifications shall prevail. SUBMITTALS: Product Data: Submit manufacturer's technical product data and installation instructions for potable water system materials and products. Shop Drawings: Submit shop drawings for potable water system materials to Engineer for approval prior to ordering said materials. Record Drawings: At project closeout, submit record drawings to the Engineer of installed potable water system piping, hydrants, valves, etc, locations and products. Approved record drawings must be provided prior to receiving final approval and payment. Maintenance Data: Submit maintenance data and parts lists for potable water system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual. PART 2 - PRODUCTS PIPES AND PIPE FITTINGS: General: Provide piping materials and factory -fabricated piping products of sizes, types, pressure ratings, and capacities as indicated. Where not indicated, provide proper selection as determined by Installer to comply with installation requirements. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in potable water systems. Where more than one type of materials or products are indicated, selection is Installer's option. For each type of product provide products of one manufacturer and source. Piping: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with pining method as indicated. All PVC pipe shall bear the NSF logo for potable water use. Ductile -Iron Pipe: AWWA C150 & C151, with cement mortar lining complying with AWWA C104; Class 51 unless otherwise indicated. Fittings: Ductile -iron, AWWA C110: cement lined. AWWA C104: and rubber -gasket joints. AWWA C111. Polyvinyl Chloride (PVC) Pipe: AWWA C900 for sizes 4" through 12"; Class 150, DR 18. Fittings: Ductile -iron complying with AWWA C110, cement lined, with rubber gaskets conforming to AWWA C111. Polyvinyl Chloride (PVC) Pipe: ASTM D 1785, Schedule 40 for sizes 1/2" through 3" JI . SECTION 01010 — SUMMARY OF THE WORK �9 RMH Construction of Montgomery Avenue Extension, Blackwood Avenue Improvements, three 5'. PROJECT commercial outporcels for future development, 12.87 acres site for future multifamily development, and Acres for future single family development. hK' Associated improvements include "master" stormwoter management system and facilities, underground utilities (water, reuse, sewer, etc.), landscape and irrigation to serve the proposed development. MM� �'J Contractor shall refer to the soils investigation report as prepared by Bechte Engineering V W & Testing, Inc. for existing soil conditions and supplement as necessary to provide complete bid. 0 O Contractor Use of Premises: . r i h i e h r rmi P r i of he site be and f h i e: Confine o e of ons attest to t e a eas a tted, o f ons t Use a t e St p p Y 0 W W ' i indicated ore not to be disturbed. areas on which work s ^ I� rtM� v � Lock automotive type vehicles and other mechanized or motorized construction equipment, CL 64 when parked and unattended. Do not leave vehicles or equipment unattended with the motor d running or ignition key in place C_ a- �'� Pre -Construction Meetings: Contractor shall notify Engineer prior to all pre -construction meetings with P) City/County or Utility Companys. If no pre -construction meetings are required, then a pre -construction Q) 1. meeting must be held with the Engineer, the General Contractor and approprate sub -contractors. The contractor shall coordinate the construction of paving and storm drainage with all other construction and shall be responsible for location of and protection of existing underground A utilities during construction. All underground utilities must be installed prior to preparation of subgrade for pavement. C7•v Prior to beginning any work on-site, General Contractor shall obtain, from the Engineer, the existing Storm Water Pollution Prevention Plan (SWPPP), and take the following steps: 1. Contractor to review and modify the plan as necessary to comply with the U.S. Government Environmental Protection Agency (EPA), as required by the Clean Water Act and must comply with � the Florida .Department of Environmental Protection (FDEP) requirements for the National Pollutant f ins tem NPDES ermit. Dischar a Eliminat o Ys ( ) P 9 y r wi hin the SWPPP. Includin but not limited to: 2. Fill in all required o eas t g A. SWPPP Coordinator, Company Name, Adress, Phone Numbers B. SWPPP Team Members, Company Name, Adress, Phone Numbers C. Certifications for General Contractor and all Sub -contractors 3. Submit copies of the modified plan to the Engineer, Architect, and Construction Manager for their approval. 4. Copy of the approved SWPPP must be maintained on-site during all phases of construction. Throughout construction the SWPPP Coordinator shall perform site inspections and repairs as required within the SWPPP SECTION 01400 — QUALITY CONTROL SERVICES Description: Quality control services include inspections and tests performed by independent agencies and governing authorities, as well as by the Contractor. Inspection and testing services are intended to determine compliance of the work with requirements specified. Specific quality control requirements are specified in individual specification sections. Responsibilities: Contractor Responsibilities: Except where indicated as being the Owner's responsibility, quality control services are the Contractor's responsibility, including those specified to be performed by an independent agency and not by the Contractor. The Contractor shall employ and pay an independent agency, testing laboratory or other qualified firm to perform quality control services specified. The Owner will engage and pay for services of an independent agency to perform the inspections and tests that are specified as Owner's responsibilities. f i i n or not indicate com liance with Retest Responsibility. Where results o nspect o s tests do p contract document, retests are the Contractors responsibility. Responsibility for Associated Services: The Contractor shall cooperate with independent agencies performing inspections or tests. Provide auxiliary services as are reasonable. Auxiliary services include: Provide access to the work. Assist taking samples. Deliver samples to test laboratory. Coordination: The Contractor and independent test agency shall coordinate the sequence of their activities. Avoid removing and replacing work to accommodate inspections and tests. The Contractor is responsible for scheduling times for inspections and tests. Qualifications for Service Agencies: Engage inspection and test service agencies which are prequalified as complying with "Recommended Requirements for Independent Laboratory Qualification" by the American Council of Independent Laboratories. Submittals: Submit a certified written report of each inspection, test or similar service, in duplicate to the Engineer. Report Data: Written inspection or test reports shall include. Name of testing agency or test laboratory. Dates and locations of samples, tests or inspections. Names of individuals present. Complete inspection or test data. Test results. Interpretations. Recommendations. Repair and Protection: Upon completion of inspection or testing repair damaged work and restore substrates and finishes. Comply with requirements for "Cutting and Patching". The contractor shall be responsible for retaining a registered surveyor to prepare as -built drawings of all improvements. Approved as -built drawings must be provided to the vin final a roval. engineer prior to recei g pp SECTION 02110 — SITE CLEARING PART 1 — GENERAL DESCRIPTION OF WORK: wn n drawin s. Extent of site clearing is sho o g Site clearing work includes, but is not limited to: Protection of existing trees. Removal or relocation of trees and other vegetation. Topsoil stripping. Clearing and grubbing. Removing above -grade improvements. Removing below -grade improvements. JOB CONDITIONS: . Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction. Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. Protect improvements on adjoining properties and on Owner's property. Restore damaged improvements to their original condition, as acceptable to parties having jurisdiction. . Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing. Water trees and other vegetation to remain within limits of contract work as required to maintain their health during course of construction operations. Provide protection for roots over 1" diameter cut during construction operations. Coat cut faces with an emulsified asphalt, or other acceptable coating, formulated for use on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. Repair or replace trees and vegetation indicated to remain which are damaged by construction operations, in a manner acceptable to Landscape Architect. Employ licensed arborist to repair damages to trees and shrubs. Replace trees which cannot be repaired and restored to full -growth status, as determined by arborist. Salvable Improvements: Carefully remove items indicated to be salvaged, and store on Owner's premises where indicated or directed. PART 2 — PRODUCTS Not applicable to work of this section. PART 3 — EXECUTION SITE CLEARING: General: Remove trees, shrubs, grass and other vegetation, improvements, or obstructions interfering with installation of new construction. Remove such items elsewhere on site or premises as specifically indicated. Removal includes digging out stumps and roots. Protect existing trees to be preserved. . Carefully and cleanly cut roots and branches of trees with clean sharp pruning tools where indicated to be left standing, and where such roots and branches obstruct new construction. Topsol: Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4". Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and other object over 2" in diameter, and without weeds, roots, and other objectionable material. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. Remove heavy growths of gross from areas before stripping. Stockpile topsoil in storage piles in areas shown, or where directed. Construct storage piles to freely drain surface water. Cover storage piles, if required, to prevent wind-blown dust. 28 Dispose of unsuitable or excess topsoil same as waste material, herein specified. O Clearing and Grubbing: Clear site of trees, shrubs and other vegetation, except for those c- indicated to be left standing. z The building areas, plus minimum of 3 foot margins on all sides should be cleared and stripped of all vegetation and surface organics and any other deleterious materials which may be encountered. Completely remove stumps, roots, and other debris protruding through ground surface. Fill depressions caused by clearing and grubbing operations with satisfactory soil material. . Unless further excavation of earthwork is indicated. Fill shall be of clean, find sand AASHTO Class A-3 and shall be laced in loos lif n e is of exceedin 8 in thickness and cam act p g p ed to at least 95% of modified proctor maximum dry density (ASTM D-1557). Use only hand methods for grubbing inside drip line of trees indicated to be left standing. Removal of Improvements: Remove existing above -grade and below -grade improvements necessary to permit construction, and other work as indicated. The locations of all existing utilities shown on these plans have been determined from the best information available and are iven for the convenience f r g o the contracto . The Engineer assumes no responsibility for their accuracy. Prior to the start of any demolition activity, the contractor shall notify the utility companies for onsite locations of existing utilities. Chapter 553.851 of the Florida Statutes requires that an excavator notify all gas utilities a minimum of two (2) working days prior to excavating. Prior to any removal of any underground tank and other component, contractor must completely drain the systems to on approved sanitation tank for disposal to an approved location. All existin sewers i in and utilities shown are not to b in r r h e to eted and t e exact location or 9 � PP 9 P as the only obstacles that may occur on the site. Verify existing conditions and proceed with ion round an antici ated features. Giv no i I 'I' caut a y p e t ce to a l uti ity companies regarding destruction and removal of all service lines and cap all lines before proceeding with the work. Electrical, telephone, cable, and/or gas lines needing to be removed or relocated shall be coordinated with the affected utility company. Contractor must stop operation and notify the owner for proper direction if any environmental or health related contaminate is encountered during demolition/excavation process. Prior t an clearin or demolition occurrin all era ion n r 1 vi o s co t o de ces are to be installed. Y 9 9. Abandonment or removal of certain under round i e or n ui h n ivil r cod is ma be s own o c i o 9 PP Y electrical drawings, and is included under work of those sections. Removal of abandoned underground piping or conduit interfering with construction is included under this section. PAVEMENT REMOVAL A. Where existing pavement is to be removed, saw -cut the surfacing leaving a uniform and straight edge with minimum disturbance to the remaining adjacent surfacing. If construction results in raveling of the saw cut surface, recut back from the raveled ed a rior to restoration. 9 P B. Where existing pavement, curb and gutter, sidewalk, driveway, or valley gutter is removed for the ur ose of constructin or removin box culver s i e inlets manhole P P 9 9 t. PP. s. o urtenances faciilities or structures said avemen etc. shall e r laced an pp p t. b ep d restored in equal or better condition than the original. Contractor shall provide all necessary labor, materials, equipment, tools, supplies, paint, and equipment required. Prior to any clearing or demolition ocurring, all erosion control devices are to be installed. DISPOSAL OF WASTE MATERIALS: Burning on Owner's Property: Burning is not permitted on Owner's property unless valid permit is obtained from Owner and appropriate regulatory agency. Removal from Owners Property: Remove waste materials and unsuitable and excess topsoil from Owner's property and dispose of off site in legal manner. SECTION 02200 —EARTHWORK PART 1 — GENERAL DESCRIPTION OF WORK: Extent of earthwork is indicated on drawings. Prior to bidding work the Contractor shall obtain and review a copy of the projects geotechnical report(s). The contractor shall supplement the reports) with additional soils investigation as required to supply a complete bid. QUALITY ASSURANCE: Codes and Standards: Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. Testing and Inspection Service: The Contractor shall engage and pay for services of an independent Soils Engineer to perform soil testing and inspection service for quality control testing during earthwork operations. The Contractor shall coordinate with, and schedule the services of, the Soils Engineer to facilitate testing required by the Owner throughout construction. SUBMITTALS: Test Reports -Excavating: Submit following reports directly to Engineer from the testing services, with copy to Contractor: Test reports on borrow material. Field n i est re orts. de s ty t p One optimum moisture -maximum density curve for each type of soil encountered. JOB CONDITIONS: Site Information: Data on indicated subsurface conditions are not intended as representations or warranties of accuracy or continuity between soil bearings. It is expressly understood that Owner will not be responsible for interpretations or conclusions drown therefrom by Contractor. Data are made available for convenience of Contractor. Additional test borings and other exploratory operations may be made by Contractor at no cost to Owner. Existing Utilities: Locate existing underground utilities in areas of work. If utilities are to i I e r viol ade uate mean of r remain n ac o e s su o t and rotection aurin earthwork o Bratton . P P q PP P 9 P s Should uncharted, or incorrectly charted, piping or other utilities be encountered during ova ion consult utilit owner immediate) for ire tin r exc t d cos. Co a ate with Owner and utilit Y Y oP Y companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except when permitted in writing by Engineer and then only after bl m rat utilit services b y b n r v' accepts a to po y y a e ee p o idea. Use of Explosives: The use of explosives is not permitted unless valid permit is obtained from appropriate regulartory agency. Protection of Persons and Property. Barricade open excavations occurring os part of this work and post with warning lights. Operate warning lights as recommended by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by ttl ment lateral movement underminin w ho n se a g, as ut a d other hazards created by earthwork operations Perform excavation within drip -line of large trees to remain by hand, and protect the root system from damage or dryout to the greatest extent possible. Maintain moist condition for root system and cover exposed roots with burlap. Paint root cuts of 1" diameter and larger with emulsified as halt tree oint. P P PART 2 — PRODUCTS SOIL MATERIALS: Definitions: Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GW, GP, GM, SM, SW and SP. Unsatisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GC. SC, ML, MH, CL, CH, OL, OH and PT. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, crushed slag, natural or crushed sand. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, with 100% passing a 1-1/2" sieve and not more than 5% passing a No. 4 sieve. Backfill and Fill Materials: Fill soils utilized to raise building and pavement areas to desired grade should consist of clean. granular materials with less than 10% passing No. 200 U. S. standard sieve. PART 3 — EXECUTION EXCAVATION: Excavation is Unclassified, and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. Earth Excavation includes excavation of pavements and other obstructions visible on ground surface; underground structures, utilities and other items indicated to be demolished and removed; together with earth and other materials encountered that are not classified as rock or unauthorized excavation. Additional Excavation: When excavation has reached required sub -grade elevations, notify Engineer who will make an inspection of conditions. If unsuitable bearing materials are encountered at required sub -grade elevations, carry excavations deeper and replace excavated material as directed by Engineer. Removal of unsuitable material and its replacement as directed will be paid an basis of contract conditions relative to changes in work. Stability of Excavation: Slope sides of excavations to comply with local codes and ordinances have ' ris is ion Shore and brace whey 1 in i n �u d t e s op g s of possible because of space restrictions or stability of material excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights. stringers and cross -braces, in good serviceable condition. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation progresses. Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. In the v n h w B e t t e stet is encoun ere in t d aur the construction w i de stet n shat) be conducte 9 d. 9 The contractor is solely responsible for the design, installation, operation, and subsequent removal of dewatering systems and their safety and conformity with local codes and regulations. If dewotering equipment needed, exceeds any of the following: 1) 6" Pump Volute; 2) 100,000 GPD total 24 hour (1 day) dewatering, and; 3) 1,000,000 GPD pump capacity, !`he contractor shall be required to permit the dewatering system with the SJRWMD. The Engin,4ar end/or Owner shall be notified immediately if any of the above thresholds are exceeded. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to conve rain water and w r r m y ate a oved from excavations to collecting or run -oft areas. Do not use trench excavation m s as to porary drainage ditches. Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade and shape stockpiles for proper drainage. Locate and retain soil materials away from edge of excavations. Do not store within drip line of trees indicated to remain. Dispose of excess soil material and waste materials as herein specified. Excavation f r r c r o Stu to es. Conform to Bleu ion at sand dimensions shown within a tolerance of plus or minus 6:10', and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. In excavating for footings and foundations, take care not to disturb bottom of excavation. Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines no grades to leave solid base to receive other work. Excavation for Trenches: Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Provide 6" to 9" clearance on both sides of i e or'i conduit. PP Excavate trenches to de h in i t d cated or re uired p q Corry depth of trenches for piping io establish indicated flow lines and invert elevations. Beyond building perimeter, keep bottoms of trenches sufficiently below finish grade to avoid freeze -ups. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. Backfill trenches with concrete where trench excavations pass within 18" of column or wall footin s and whi h g c are carried below bottom of such footings, or which pass under wall footings. Place concrete to level of bottom of adjacent footing. Do not backfill trenc hes until tests and ins ections have been ma n P de a d backiillin 9 authorized b Y Engineer. Use care in backfilling to avoid damage or displacement of pipe systems. Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F (1 degree C1. COMPACTION: General: Control soil compaction during construction providing minimum percentage of density specified for each area classification indicated below. Percen f is e o Maximum Densit Re uir m e Bits: Com oc soil 9 Y q p t to not less than the following ercenta es of maxim um densit for soils whi h hi ' - c ex bit a well olefin m ' P 9 Y ed oisture density relationship (cohesive soils) determined in accordance with ASTM D 1557, AASHTO T-1 60; and not less than the following percentages of relative density, determined in accordance with ASTM D 2 4 f i - 0 9 or so Is which will not a hi i - x b t a well defined moisture density relationship (cohesionless soils). Structures, Building Slabs and Steps, Pavements: Compact top 12" of subgrade and each layer of backfill or fill material at 95% maximum density for cohesive material or 98% relative density for cohesionless material. Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of backfill or fill material at 85% maximum density for cohesive soils and 90% relative density for cohesionless soils. Walkways: Compact top 6" of subgrade and each layer of backfill or fill material at 90% maximum density for cohesive material or 959E relative density for cohesionless material. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing or pulverizing until moisture content is reduced to a satisfactory value. BACKFILL AND FILL: General: Place acceptable soil material in layers to required subgrade elevations, for each area classification listed below. In excavations, use satisfactory excavated or borrow material. Under grassed areas, use satisfactory excavated or borrow material. Under walks and pavements, use subbase material, or satisfactory excavated or borrow material, or combination of both. Under steps, use subbase material. . Under piping and conduit, use subbase material where subbase is indicated under piping or conduit; shape to fit bottom 90 degrees of cylinder. Backfill excavations as promptly as work permits, but not until completion of the following: Acceptance of construction below finish grade including, where applicoble, damp - proofing, waterproofing, and perimeter insulation. Inspection, testing, approval, and recording locations of underground utilities. Removal of con r f r w c ete o m ark. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. Cut off temporary sheet piling driven below bottom of structures and remove in manner to prevent settlement of the structure or utilities, or leave in place If required. Removal of trash and debris. Permanent for temporary horizontal bracing is in place on horizontally supported walls. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. Plow strip, or break-up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. When existing ground surface has a density less than that specified under "Compaction" for particular area classification, break-up ground surface, pulverize, moisture -condition to optimum moisture content, and compact to required depth and percentage of maximum density. Placement and Compaction: Place backfill and fill materials in layers not more than 16" in loose depth for material compacted by heavy compaction equipment, and not more than 8" in loose depth for material compacted by hand -operated tampers. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. Place backfill n f' a d 111 materials evenly adjacent to structures, piping or conduit io required elevations. Take care to prevent wedging action of backfill against structures or displacement of i in p p g or conduit by carrying material uniformly around structure, piping or conduit to approximately same elevation in each lift. GRADING• General: Uniformly grade areas within limits ::;f grading under this section, including adjacent transition areas. 'Smooth finished surface within specified tolerances, compact with uniform levels or slopes between' points where elevations are indicated, or between such points and existing grades. Grading Outside Building Lines: Grade areas !adjacent to building lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes, and as follows: Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10' above or below required subgrade elevations. Walks: Shape surface of areas under walks to line, grade and cross-section, with finish surface not more than 0.10' above or below required subgrade elevation. Pavements: Shape surface of areas urel,i r pavement to line, grade and. cross-secflon, with finish surface not more than 1/2" obo%: or belo, required subgrade e,evation. Grading Surface of Fill under Building Slabs: Grade smooth ond�even, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance 01:1/2" when tested with a 10' straightedge. Compaction: After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification. PAVEMENT SUBBASE COURSE: General: Subbase course consists of placing subbase material, in layers of specified thickness, over subgrade surface to support a pavement base course. See Asphaltic Concrete Paving section for paving specifications. Grade Control: During construction, maintain lines and grades including crown and cross -slope of subbase course. Shoulders: Place shoulders along edges of subbase course to prevent lateral movement. Construct shoulders of acceptable soil materials, placed in such quantity to compact to thickness of each subbase course layer. Compact and roll at least a 12" width of shoulder simultaneously with compacting and rolling of each layer of subbase course. Placing. Place subbase course material ori prepared subgrode in layers of uniform thickness, conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting subbase material during placement operations. When a compacted subbase course is shown to be 6" thick or less, place material in a single layer. When shown to be more than 6 thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted. Building Slab Drainage Course: General: Drainage course consists of placement of drainage fill material, in layers of indicated thickness, over subgrade surface to support concrete building slabs. Placing: Place drainage fill material on prepared subgrade in layers of uniform thickness, conformin i - to ndicot r ed c ass sec i 9 ton and thickness. Maintain optimum moisture content for compacting material during placement operations. When a compacted drainage course is shown to be 6" thick or less place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted. BUILDING SLAB SUBGRADE COURSE: (The building area plus a minimum margin of 5' beyond the perimeter foundation lines, should be cleared of all surface vegetation, roots, topsoil, debris or other deleterious materials. Stripping, excavation, filling, and compaction within building areas shall be preformed in accordance with the geotechnical engineer's recommendation. Prior to beginning the compaction process, moisture contents within the foundation soils should be controlled so that they approach the optimum compaction condition. This may require the use of a dewatering system. If additional water is required to increase moisture contents, the water should be applied in such a manner that it will not cause erosion or disturbance of the surface soil. A minim um of ten (10) overlapping passes should be made by the vibratory roller. After compaction, the foundation soils should have a minimum density of 95% Modified Proctor (ASTM D 1557) for a depth of at least 2' below footings and floor slabs. Structural fill required to raise the building areas to finish grade, should be placed in thin (12" maximum) level lifts and compacted to 95% of the soils Modified Proctor Density (ASTM D 1557). Fill should not be placed over any natural in-place soils until the natural deposits have been compacted as specified above. Proposed sources of structural fill should be approved by the Soils Engineer prior to their placement within the proposed building areas. Sands which have less than 103E fines passing a No. 200 Sieve will generally be acceptable provided the moisture content is controlled to ensure that the materials can be compacted to the required density. Soils I aced ad' c ent to iootin s or walls h P souldbecrl 1a a e ull cam 9 acted wi h - rollers r v' Y P i alight rubber tired o ibrotory plate compactors to avoid damage to the footings or walls. This material should be placed in level lifts not exceeding 8" loose thickness and compacted to a minimum density of 95% Modified Proctor. The vibratory roller should not be utilized to compact soils adjacent to any completed portions of the structure. FIELD QUALITY CONTROL: Quality Control Testing During Construction: Allow testing service to inspect and approve subgrodes and fill layers before further construction work is performed. Perform ' field den i s t tests in ac cordance wih t ASTM D 1 Y 556 sand cone m ethod r ( o ASTM D 2167 (rubber balloon method), as applicable. Footing Subgrade: For each strata of soil on which footings will be placed, conduct at least one test to verify required design bearing capacities. Subsequent verification and approval of each footing subgrade may be based on a visual comparison of each subgrade with related tested strata, when acceptable to Architect/Engineer. Column and Continuous Strip Footing: One (1) in-place density testing per column footing and per 100 lineal feet of continuous strip footing. Paved A teas and B it i u d n Slab g subgrade: Make at least one field density test of subgrade for ever 2 0 OOs.ft.ot i' bu ►din sl b Y q g a and 5,000 sq. ft, of paved area or of paved area, but in no case le ss than 3 e t sts. In each compacted fill layer, make one field density test for every 2,000 sq. ff. of overlaying building slab and 5,000 sq. ft of paved area, but in no case less than 3 tests. Foundation Wall Backfill: Take at least 2 field density tests, at locations and elevations as directed If in opinion of Engineer, based on testing service reports and inspection, subgrade or fills which have been placed are below specified density, provide additional compaction and testing at no additional expense. MAINTENANCE: Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of trash and debris. Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances. Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density prior to further construction. Settling: Where settling is measurable or observable at excavated areas during general project worranty period, remove surface (pavement, lawn or other finish), add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possble. DISPOSAL OF EXCESS AND WASTE MATERIALS: Removal from Owner's Property. Remove waste materials, including unacceptable excavated material, trash and debris, and dispose of it off Owner's property. SECTION 02513 — PAVEMENT PART 1 — GENERAL DESCRIPTION OF WORK: Extent of asphalt concrete paving work is shown on drawings. Prepared aggregate subbase is specified in earthwork sections. Saw -cutting of edges of existing pavement is specified in site clearing section. SUBMITTALS: Material Certificates: Provide copies to the Engineer of materials certificates signed by material producer and Contractor, certifying that each materie item complies with, or exceeds, specified requirements. QUALITY ASSURANCE: Codes an d Standards: Com 1 with Flori da De artmen P Y p t of Transportation's specifications, latest edition, and with local governing regulations if more stringent than herein specified. A qualified paving consultant (Materials Engineer) retained by the Contractor will provide full-time quality control during paving operations. Functions of the Materials Engineer shall include; pre -paving conference, construction observation, review of material certificates, sampling and density and com i pact on testing of the base and asphaltic concrete mixture. Materials Engineer Inspections Reports: 1. Sub -base compaction report on densities based on one test per 1000 square feet.. of surface area. a. Test of sub -base shall be in areas where heavy rollers have been used along with areas in tight conditions where plate compactors or other means have been used. 2. Tests for base and asphalt concrete compaction report on densities based on one test per 1000 sf of surface area. , a. Test of sub -base shall be in areas where heavy rollers have been used along with areas in tight conditions where sheeps-foot compactors or other means have been used. Tests shall not be in the same location as the sub -base tests. SITE CONDITIONS: Weather Limitations: Apply prime and tack coats when ambient temperature is above 50 deg.F (10 deg.C), and when temperature has not been below 35 deg.F (1 deg.C) for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. Construct asphalt concrete surface course when atmospheric temperature is above 40 deg.F (4 deg.C), and when base is dry. Base course may be placed when air temperature is above 30 deg.F (-1 deg.C) and rising. Grade C n r I oto . Establi h n s a d main[ in r a e uired lin es and el v ' — q e ations. PART 2 PRODUCTS MATERIALS: General: Use locally available materials and gradations which exhibit a satisfactory record of previous installations. Base Course Aggregate: Sound, angular crushed stone, crushed gravel, or crushed slag, sand, stone or slag screenings. Surface Course Aggregate: Crushed stone, crushed gravel, crushed slag, and sharp -edged natural sand. Mineral Filler: Rock or slag dust, hydraulic cement, or other inert material complying with AASHTO M 17 (ASTM D 242). Asphalt Cement: AA &HTO M 226 (ASTM D 3381) for viscosity -graded material and AASHTO M 20 (ASTM D 946) fur pene-1-at"ion-graded material. Prime Coat: Cut-back asphalt type: AASHTO M 82 (ASTM D 2027) MC -30. MC -70 or MC - 250. Tack Coat: Emulsified asphalt; AASHTO M 140 (ASTM D 977) or M 208 (D 2397); SS -1, SS - 1h, CSS -1 or CSS -1h, diluted with one part water to one part emulsified asphalt. On-site Lane Marking Paint: Chlorinated rubber -alkyd type, AASHTO M 248 (FS TT -P-115), Type 111. Wheel Stops: Precast of 3,500 psi air -entrained concrete, approximately 6" high, 9" wide, and 6'O" long, with chomfered corners and drainage si:711s on underside. All concrete for curbs, pads, inlet aprons, sidewalks, etc. shall be 3,000 psi with a maximum slump of 3" to 4". ASPHALT -AGGREGATE MIXTURE: The asphalt wearing surface shall consist of Type S-3 asphaltic concrete mixture meeting current Florida Department of Transportation specifications. The wearing surface shall be compacted and placed at a density no less than 979E of the laboratory density for the approved job .mix formula. PART 3 — EXECUTION SURFACE PREPARATION: Remove loose material from compacted subbase surface immediately before applying prime coat. Proof roll prepared subbase surface to check for unstable areas and areas requiring additional coin action P Notify contractor of unsatisfactory conditions. Do not begin paving work until deficient subbase areas have been corrected and are ready to receive paving. Prime Coat: Apply at rate of 0.20 to 0.50 gal. per sq. yd., over compacted subgrade. Apply material to penetrate and seal, but not flood, surface. Cure and dry as long as necessary to attain penetration and evaporation of volatile. Tack Coat: Apply to contact surfaces of previously constructed asphalt or Portland cement concrete and surfaces abutting or projecting into asphalt concrete pavement. Distribute at rate of 0.05 to 0.15 gal. per sq. yd. of surface. Allow to dry until at proper condition to receive paving. Exercise care in applying bituminous materials to avoid smearing of adjoining concrete surfaces. Remove and clean damaged surfaces. PLACING MIX: General: Place asphalt concrete mixture on prepared surface, spread and strike -off. Spread mix ur t eat min' imum temperature of 225 deg.F (1Q7 deg.C). Place inaccessible and small areas by hand. PI ace each course io required grade, cross-section, and compacted thickness. Hot mix ashli p a t c concrete binder and surface course in new pavement areas requiring more than one and one-half inches (1-1/2") asphalt thickness shall be installed in two (2) lifts. Asphalt in existing pavement overlay areas shall be a minimum of one inch (1") thick and thickness shall be increased as required to match adjoining pavement grades. Paver Placing: Place in strips not less than 10' wide, unless otherwise acceptable to Engineer. At ter first r' st i ha s been I aced an r P d oiled 1 P ace su cceedin . P sari s and exten d rollin 9 P to averla previous strips. Complete base course for a section before placin surface course i9 P 9 applicable. Joints: Make joints between old and new pavements, or between successive days' work, to ensure continuous bond between adjoining work. Construct joints to have same texture, density and smoothness as other sections of asphalt concrete course. Clean contact surfaces and apply tack coat. ROLLING: General: Begin rolling when mixture will bear roller weight without excessive displacement. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to roller s. Brea kdown Rolling: Accomplish breakdown or initial rolling immediately followin rollin of joints and outside edge. Check surface after breakdown rolling, and repair displaced areas by loosening and filling, if required, with hot material. Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot. Continue second rolling until mixture has been thoroughly compacted. Finish Rolling: Perform finish rolling while mixture is still warm enou h for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained maximum density. Patchin and re ' airs: If r 9 P equired, saw cut perimeter of patch and excavate existing pavement section to sound base. Recompact new subgrade. Excavate rectangular or trapezoidal patches, extending 12" (300 mm) into adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. 1. Full depth patch: Prime coat faces of excavation and allow to cure before paving. Fill excavation with dense graded, hot mix asphalt base mix and while still hot, compact flush with adjacent surface. 2. Single asphalt course: Partially fol excavation with dense graded, hot mix asphalt base mix and com pact while still hot. Cover asphalt base course with compacted, hot mix surface layer finishe f d lush with adjacent surfaces. Protection: After final rolling, do not permit vehicular traffic on pavement until it has coded and hardened. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. Sweep Asphalt paving not more than 2 days prior to date of substantial completion inspections. TRAFFIC AND LANE MARKINGS: Cleaning: Sweep and clean surface to eliminate loose material and dust. Off -Site Striping: (Within public road right-of-way and access drive.) Striping: Use thermoplastic striping. On -Site Striping: Use chlorinated -rubber base traffic lone -marking point, factory -mixed, quick - drying, and non-bleeding unless thermoplastic striping is specifically specified (i.e.. tire lone striping, etc.). Color: White unless otherwise specified on civil drawings. Do not apply traffic and lane marking paint until layout and placement has been verified with Engineer. Apply paint with mechanical equipment to produce uniform straight edges. Apply in 2 coats at manufacturer's recommended rates. Protect from traffic until it has attained its full set and hardness. Repaint areas to provide uniform color and appearance. WHEEL STOPS: Secure wheel stops to asphalt concrete surface with not less than two 3/4 " diameter galvanized steel dowels embedded in precast concrete at 1/3 points. Size length of dowel to penetrate at least 6" into asphalt concrete. Drill placement holes oversize and embed dowels in hot bituminous grout material. FIELD QUALITY CONTROL: General: Test in-place asphalt concrete courses for compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable paving as directed by Architect. Thickn - ess: In 1 ace co m acted thickn P p ess will not be acceptable if exceeding following allowable variation from required thickness: Base Course: 1/2", plus or minus. Surface Course: 1/4", plus or minus. Surface Smoothness, Test finished surface of each asphalt concrete course for smoothness, using 10' straightedge applied parallel with, and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness. Base Co r use Surf ace: t 4. / Wearing Course Surface: 3/16". Crowned Surfaces: Test with crowned template centered and at right angle to crown. Maximum allowable variance form template 1/4". Check surface areas at intervals as directed by Soils Engineer. Core borings shall be preformed for each 20,000 sq. ft. Of paved area to verify required thicknesses of base and pavement sections. If in the opinion of Engineer, based on testing service reports and inspection, base or pavement sections which hove been placed are below specified density or thickness, provide additional compaction and testing at no additional expense. SECTION 02666 —POTABLE WATER SYSTEMS PART 1 — GENERAL DESCRIPTION OF WORK: Extent of potable water system exterior to buildings and excluding Fire Supply System improvements is indicated on drawings and schedules, and by requirements of this section. Refer to Earthwork section for excavation and backfill required for potable water systems; not work of this section. UALITY Q ASSURANCE: Manufa r ctu er s Qualifications: Firms regularly engaged in manufacturer of potable water systems materials and products, of types and sizes required, whose products have been in satisfactory use in similar service for not less than 5 years. Installer's Qualifications: Firm with a least 3 years of successful installation experience on projects with potable water piping work similar to that required for project. Code and Standards: Cit of O y coee Code Compliance: Comply with City of Ocoee Requirements and standards for all construction. Plumbing Code Compliance: Comply with applicable portions of Notional Standard Plumbing Code pertaining to selection and installation of potable water system materials and products. All water improvements shall be constructed in accordance with City of Ocoee's standards and specifications. Any conflicts between these specifications and the City of Ocoee specifications, then the City's specifications shall prevail. SUBMITTALS: Product Data: Submit manufacturer's technical product data and installation instructions for potable water system materials and products. Shop Drawings: Submit shop drawings for potable water system materials to Engineer for approval prior to ordering said materials. Record Drawings: At project closeout, submit record drawings to the Engineer of installed potable water system piping, hydrants, valves, etc, locations and products. Approved record drawings must be provided prior to receiving final approval and payment. Maintenance Data: Submit maintenance data and parts lists for potable water system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual. PART 2 - PRODUCTS PIPES AND PIPE FITTINGS: General: Provide piping materials and factory -fabricated piping products of sizes, types, pressure ratings, and capacities as indicated. Where not indicated, provide proper selection as determined by Installer to comply with installation requirements. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in potable water systems. Where more than one type of materials or products are indicated, selection is Installer's option. For each type of product provide products of one manufacturer and source. Piping: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with pining method as indicated. All PVC pipe shall bear the NSF logo for potable water use. Ductile -Iron Pipe: AWWA C150 & C151, with cement mortar lining complying with AWWA C104; Class 51 unless otherwise indicated. Fittings: Ductile -iron, AWWA C110: cement lined. AWWA C104: and rubber -gasket joints. AWWA C111. Polyvinyl Chloride (PVC) Pipe: AWWA C900 for sizes 4" through 12"; Class 150, DR 18. Fittings: Ductile -iron complying with AWWA C110, cement lined, with rubber gaskets conforming to AWWA C111. Polyvinyl Chloride (PVC) Pipe: ASTM D 1785, Schedule 40 for sizes 1/2" through 3" JI V J z L_0 f U_ II U nW n V J • 1 i • ENGINEER � cry ..,'-•- cV tll .Q 1Z a .� Z C C (a) O E D C . N O o 'j � C Q W O • O C 0 .i :._ N tD C U C N W N C 0 0) +- W -1 a C O UT O 1• a- 0 O �_ -2 C 0 C m a f1 O a -I- O in u- WJ W N IY (y) V) Q f— 0 Z � toe o V V- 1-- �0 00 N �o J Wq W Q) O N C Z t D N II. D O in N L N w C 0) N .63 w a0 i\ 0 O ,o N O D M n M era 5 O N C O d U r/WV„n ,� n rl �1uk RONALD HEN N II XVII P.E. FL G ' R E y. 348_3 DESIGN DRAF � � �9 RMH DSG 5'. PROJECT NO. 01054SP hK' MM� �'J X V W t 0 O 0 W W ' .� ^ I� rtM� v � Q W CL 64 � d G� I.— C_ a- �'� N P) ,�� Q) 1. A C7•v •� � f L. y V J z L_0 f U_ II U nW n V J • 1 i • ENGINEER � cry ..,'-•- cV tll .Q 1Z a .� Z C C (a) O E D C . N O o 'j � C Q W O • O C 0 .i :._ N tD C U C N W N C 0 0) +- W -1 a C O UT O 1• a- 0 O �_ -2 C 0 C m a f1 O a -I- O in u- WJ W N IY (y) V) Q f— 0 Z � toe o V V- 1-- �0 00 N �o J Wq W Q) O N C Z t D N II. D O in N L N w C 0) N .63 w a0 i\ 0 O ,o N O D M n M era 5 O N C O d U r/WV„n ,� n rl �1uk RONALD HEN N II XVII P.E. FL G ' R E y. 348_3 DESIGN DRAF � � CHECK RMH DSG PROJECT NO. 01054SP hK' MM� �'J X V W • � �. O 0 W W ' .� ^ I� rtM� v � Q W r l W 64 � d � 6 - � O �'� N P) Q) 1. A V J z L_0 f U_ II U nW n V J • 1 i • ENGINEER � cry ..,'-•- cV tll .Q 1Z a .� Z C C (a) O E D C . N O o 'j � C Q W O • O C 0 .i :._ N tD C U C N W N C 0 0) +- W -1 a C O UT O 1• a- 0 O �_ -2 C 0 C m a f1 O a -I- O in u- WJ W N IY (y) V) Q f— 0 Z � toe o V V- 1-- �0 00 N �o J Wq W Q) O N C Z t D N II. D O in N L N w C 0) N .63 w a0 i\ 0 O ,o N O D M n M era 5 O N C O d U r/WV„n ,� n rl �1uk RONALD HEN N II XVII P.E. FL G ' R E y. 348_3 DESIGN DRAF � � CHECK RMH DSG PROJECT NO. 01054SP DAA OCTOBER, 2001 SCALE N /A SHEET 1 g OF 19 l Fittings: PVC, Schedule 40 socket -type, solvent cement joints; or elastomeric gasketed joints. Polyethylene (PE) Pipe: AWWA C901 for sizes 1/2" through 3" (minimum pressure 200 psi) at 23.4• copper tube outside diameter per ASTM D 2737, manufactured from Virgin resin meeting ASTM D 1248. It shall have a standard dimension ratio of DR9 (PC200) and a plastic pipe institute rating of PE 3408 per AWWA C901. Fittings: Copper alloy or nylon barbed insert type with 2 strap -type stainless steel clamps over pipe at each insert. VALVES: Gate Valves: Provide as indicated, gate valves, AWWA C500, 175 psi working pressure. Provide threaded, flanged, hub, or other end configurations to suit size of valve and piping connection. Provide inside screw type for use with curb valve box, iron body, bronze -mounted, double disc, parallel seat, non -rising stem. Manufacturers: Subject to compliance with requirements, provide gate valves of one of the following: Clow Corp.; Valve Div. Dresser Mfg.; Div. of Dresser Industries. Fairbanks Co. Kennedy Valve; Div. of ITT Grinnell Valve Co. Inc. Stockham Valves and Fittings Inc. Waterous Co. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. Butterfly Valves: Provide as indicated, butterfly valves, AWWA C504, 150 psi working pressure. Provide iron body, bronze disc, stainless steel stem, and metal -reinforced EPDM seat. Manufacturers: Subject to compliance n e with requirements,uirements , Provide butterfly valves of one on the following: Demco; Div. of Cooper Industries, Inc. ITT Grinnell Valve Co., Inc. Keystone Valve; Div. of Keystone International Inc. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. Check Valves: Provide as indicated, swing check valves, AWWA C508, 150 psi working pressure. Provide iron body, cast-iron disc, bolted cap. Manufacturers: Subject to compliance with requirements,u irements, provide check valves of one of the following: Clow Corp.: Valve Div. Dresser Mfg.; Div. of Dresser Industries Fairbanks Co. Kennedy Valve; Div. of ITT Grinnell Valve Co. Inc. Stockham Valves and Fittings Inc. Waterous Co. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. ACCESSORIES: Anchorages: Provide anchorages for tees, wyes, crosses, plugs, caps, bends, valves, and hydrants. After installation, apply full coat of asphalt or other acceptable corrosion -retarding rr material to surfaces of ferrous anchorages. Clamps, Straps, and Washers: Steel, ASTM A 506. Rods: Steel, ASTM A 575. Rod Couplings: Malleable -iron, ASTM A 197. Bolts: Steel, ASTM A 307. Cast -Iron Washers: Gray -iron. ASTM A 126. PART 3 - EXECUTION INSPECTION: General: Examine areas and conditions under which potable water system's materials and products are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. Installation of Identification: General: During back-filling/top-soiling of underground potable water main and services, install continuous underground -EMS magnetic markers, located directly over buried lines at 12" below finished grade. Tracer Wire: Install wire along the top of all PVC mains, leads, and services. Attach tracer wire on top of pipe with duct tape, not to exceed 10 feet on centers. Wire shall be continuosly conductive throughout the installation. Wire shall be brought to the surface in valve boxes, then continued down the valve box, looped around the valve and continued along the pipe. At the splices, the connecting ends of the wires shall be overlapped and tied. The ends shall be stripped and connected with a wire nut to ensure electrical connection and made waterproof with an approved silicone splice kit. INSTALLATION OF PIPE AND PIPE FITTINGS: Ductile -Iron Pipe: Install in accordance with AWWA C600 "Standard for Installation of Ductile -Iron Water Mains and Their Appurtenances". Polyvinyl Chloride Pipe: Install in accordance with manufacturer's installation instructions. Polyethylene Pipe: Install in accordance with manufacturers installation instructions. No splicing together service laterals, they must be one continuous run from main to curb stop. Restrain joint is required at all bends, valves, fire hydrants and water main terminations. Depth of Cover: Provide minimum cover over piping of 12" below average local frost depth or 36" below finished grade, whichever is greater, and a maximum of 4' unless otherwise specifically approved by the Engineer. Water Main Connection: Tap water main with size and in location as indicated, in accordance with requirements of water City of Ocoee. Provide curb valve and curb box as indicated. Contractor shall follow the requirements of the temporary jumper connection when connecting to existing water mains for potable and/or fire protection services. Water Service Termination: Terminate potable water piping 5'-O" from building foundation in location and invert as indicated.. Provide temporary pipe plug for piping extension into building. All pipe is to be laid in a dry trench. The contractor shall provide dewatering as required to maintain dry trench throughout construction. Plug oil lines under construction at the end of the working day to prevent ground water and potential contaminants from entering completed lines and lines under construction. All muck and unsuitable materials encountered in trench bottom, shall be removed and replaced with compacted granular material to a minimum of 95% maximum dry density per AASHTO T-180. Proctor and density test results shall be submitted to the Engineer. All trench backfill under future paved areas shall be placed in 12" layers and compacted by mechanical means to a minimum of 957a density per AASHTO T-180 so as to prevent future settlement. Compaction in unpaved areas shall be a minimum of 857. maximum dry density as per AASHTO T-180. PIPE CLEARANCE: Horizontal Separation: A minimum horizontal separation of ten (10) feet outside to outside shall be maintained between water mains and sanitary gravity sewer or storm sewer lines. between A minimum horizontal seporotion of three (3) feet outside to outside shall be maintained water mains and reclaimed water lines carrying unrestricted public access reuse water. In areas where it is` not practical to maintain the required separation, the water main must be laid in a separate trench,"or: an undisturbed earth shelf located on one side of the sanitary gravity sewer, storm sewer or reclaimed water line at such an elevation that the bottom of the water main is at least 18 inches above the top of the other line. If the minimum allowable (10') horizontal separation or 18" vertical separation in a separate trench cannot be maintained. upgrade the water main to ductile iron if the other line is a storm sewer. If the non -conforming line is o gravity sanitary sewer, and 10' horizontal separation or 18" vertical separation in a .seprote trench cannot be maintained, upgrade the gravity sanitary sewer (if being newly installed) to AWWA C-900, D.R. 18 PVC. If the other line is a reclaimed water line and the above separation requirements are not met, upgrade the reclaimed water line material to ductile iron or encase the pipe in concrete. When an upgrade is necessary the use of ductile iron is prefered. The ductile iron pipe shall be marked with a continuous painted stripe located within the top 90' of the pipe. The stripe shall be a minimum of four (4) inches in' width and applied with a brush or roller 24 hours prior to installation.. The paint shall be oil based and color shall be purple. There shall be at least a ten (10) foot separation between water mains and sanitary sewer force mains without exception. Field problems shall be reported to the Engineer. Special solutions must be approved by the Engineer and FDEP prior to implementation. Vertical SWoration: A minimum of 18 inches of vertical separation between outside.to outside of pipe shall be maintained between water main, sanitary gravity sewer, storm sewer or reclaimed water lines. When .there is less than 18" vertical clearance between the water main and storm sewer, the water main shall be upgraded to ductile iron. One full length of pipe shall be centered at the point of crossing. If the non -conforming line is a sanitary gravity sewer where there is less than 18 inches vertical clearance from the water main, upgrade the sanitary gravity sewer to AWWA C-900, D. R. 18 PVC. Pipes shall be located so that joints are as for as possible from each other. If the other line is a reclaimed water line and the above separation requirements are not met, upgrade the reclaimed water line material to ductile iron or encase the pipe in concrete. When an upgrade is necessary, the use of ductile iron is prefered. The ductile iron pipe shall be marked with a continuous painted stripe located within the top 90' of the pipe. The stripe shall be a minimum of four (4) inches in width and applied with a brush or roller 24 hours prior to installation. The paint shall be oil based and color shall be purple. It is preferable to lay the water main above the crossing hazard. There shall be an 18 inch vertical separation between water mains and sanitary sewer 'force mains at crossings without exception. Field problems shall be reported to the Engineer. Special solutions must be approved by the Engineer and FDEP prior to implementation. General Clearance Notes: Deviations and other alternatives shall be considered on a case-by-case basis and must receive approval from the Engineer and FDEP prior to implementation. No water pipe shall pass through or come in contact with any part of a sanitary sewer manhole or storm sewer structure. Installation of Fire Hydrants: General: All hydrants shall stand plumb, with pumper nozzle facing the travel lane. Hydrants shall be set with the ground line at the location indicated by the Hydrant Manufacturer. Rotation of hydrant head shall be accomplished without removal or disosembly. Hydrant flanges shall not be greater than 8 inches nor less than 2 inches above finish grade. INSTALLATION OF VALVES: General: Install valves as indicated with stems pointing up. All underground valves shall be installed with an adjustable cost iron valve box (screw type) to grade with 8" dia. or as indicated, concrete collar all around, "WATER" shall be cost in cover. Valve boxes shall be centered and plumb over the operating nut and shall be set so that no shock or stress will be transmitted to the valve. FIELD QUALITY CONTROL: Piping Tests: Conduct piping tests before joints are covered, and after restraints have been installed. Fill pipeline 24 hours prior to testing, and apply test pressure to stabilize system. Use only potable water. Hydrostatic Tests: Test Pressure: The test pressure shall not be less than 150 pounds per square inch. Duration: The duration of each pressure test shall be o minimum of two hours, unless other wise directed by the Engineer. Procedure: After the pipe has been laid and after inspection by the Engineerineer and the Owner, all newly laid pipe shall be subjected to a hydrostatic pressure test in accordance with AWWA C600, Sec. 4, M 23 & c 651. The Contractor shall contact the Engineer and the Owner at least 48 hours prior to the test. The Engineer must be present during all tests. ' Slowly fill the pipe with water and allow to stand for 24 hours. Expel all air from the pipe. Apply and maintain the specified test pressure by continuous pumping if necessary for the entire test period. The test pressure shall be calculated for the point of lowest elevation, or as specified by the Engineer. The pump suction . shall be in a barrel or similar device, or metered so that the amount of water required to maintain the test pressure may be measured accurately. minutes before the to is Tees- Topping tees shall be tested a t 100 psi for 15 nute Topping Tee . pp g p P made and separate from the testing of the main lines and service connections. Leakage: Leakage shall be defined as the quantity of water necessary to hold the specified test pressure for the duration of the test period. No pipe installation will be accepted if the leakage is greater than the number of gallons per hour as determined by the following formula: L=ND(p)0.5 7400 In the above formula: L -Allowable leakage, i 'n gallonsper hour. N = Number of joints in the length of pipe tested. m r pipe. D Nominal diameter of p p , in inches. P = Average test pressure during the leakage test, in pounds per square inch gauge Correction of Excessive Leakage: Should any test of pipe laid disclose leakage greater than that allowed, locate and repair the defective joints or pipe until the leakage of a subsequent test is within the specified ollowonce. The Engineer must be present during retests. The Contractor shall contact the Engineer and the Owner at least 48 hours prior to the test. Visual Inspection: All exposed areas of pipelines shall be inspected by the Engineer and the Owner for visible leakage under normal operating conditions. Visible leaks shall be repaired by the Contractor at no additional cost to the Owner. Testing of Valves: Valves will be tested at the some time that the adjacent pipeline is tested. If there are any special parts of control systems or operators that might be damaged by the pipelined test, they shall be properly protected. The Contractor will be held responsible for any damage caused by the testing. Hydrostatic Test and Leakage of Service Connections: Test service connections and service connection pipe by either testing in conjunction with the main at the test pressure required for the main, or by testing at the normal hydrostatic main pressure after the main has been completely installed and tested. Inspect visually for leaks and repair any leaks before backfilling. Duration of the test shall be at 15 minutes. Service connection transfers will be visually inspected for leakage by the Engineer and the Owner under normal system pressure. Acceptance: Acceptance of any installation shall be based on the Engineer's and the Owners inspection, the requirements of AWWA C600, Sec. 4.2.3. and the requirements stated herein. ADJUSTING AND CLEANING: - Disinfect all Potable Water Systems per AWWA C 651. Disinfection of Potable Water System: Flush pipe system with clean potable water until no dirty water appears at point of outlet. Fill system with water -chlorine solution containing at least 50 ppm of chlorine. Valve off system and let stand for 24 hours minimum. Perform bacteriological testing and provide Engineer with acceptable results for two (2) consecutive days at all sample points identified on the Florida Department of Environmental Protection Public Drinking Facility Construction Permit. Upon acceptance by the Engineer, flush system with clean potable water until no chlorine remains in water coming from system. Repeat procedure if contamination is present in bacteriological examination. No connection to the existing potable water system will be made until clearance has been received, from the Engineer, FDEP and the Utility Company. 1 Provide the Engineer an As built plan of the water main fittings, valves, materials, etc. that have been installed. As -built drawing to be provided at the some time as the bacteriological test results. SECTION 02720 -STORM SEWAGE SYSTEMS PART 1 - GENERAL DESCRIPTION OF WORK: Extent of storm sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Earthwork" for excavation and backfill required for storm sewage systems: not work of this section. "Storm Water Systems" for interior building systems including conductors, horizontal branches, and connections to roof and deck drains: not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacture of storm sewage systems products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with storm sewage work similar to that required for project. Codes and Standards: Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of storm sewage system's materials and products. Work to be performed within the public right-of-way shall meet the specifications of the governing authority. Environmental Compliance: Comply with applicable portions of local Environmental Agency regulations pertaining to storm sewage systems. SUBMITTALS, Product Data: Submit to the Engineer for approval, manufacturer's technical product data and installation instructions for storm sewage system materials and products. Shop Drawings: Submit to the Engineer for approval prior to ordering said materials. Include pipe moteroils, size, locations, and inverts. Include details of underground structures, connections, and manholes. Show interface and spatial relationship between piping and proximate structures. Record Drawings: At project closeout, submit record drawings, to the Engineer, of installed storm sewage piping materials, sizes, inverts, and locations. Maintenance Data: Submit maintenance data and parts lists for storm sewage system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual. PART 2 PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of some material and weight/class as pipes, with joining method as indicated. Reinforced Concrete Pipe: ASTM C 76, Class 11 unless otherwise indicated. Class I available 60"-144": Class 11 through V available 12"-144 Fittings: Reinforced concrete, some strength as adjoining pipe, tongue -and -groove gasketed joints complying with ASTM C 443. Polyvinyl Chloride (PVC) Sewer Pipe: ASTM D 3033, Type PSP, SDR 35; or ASTM D 3034, Type PSM, SDR 35. Fittings: PVC, ASTM D 3033 or 3034, solvent cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D2564; or elastomeric joints complying with ASTM D 3212 using elastomeric seals complying with ASTM F 477. STORM SEWER MANHOLES: General: Provide precast reinforced concrete storm sewer manholes as indicated, complying with ASTM C 478. Grout flow -lines of manholes. Manholes Frames and Covers: ASTM A 536, Grade 60-40-18, heavy-duty ductile iron. Include indented top design with lettering "STORM", cast into cover. CATCH BASINS. General: Provide precast reinforced concrete catch basins as indicated. With cast iron grates per ASTM A 536. Grout flow -lines of catch basins. PART 3 - EXECUTION INSTALLATION OF PIPE AND PIPE FITTINGS: General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. - Inspect piping before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. Do not store plastic piping or fitting in direct sunlight. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Place bell ends or groove ends of piping facing upstream. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. Concrete Pipe: Install in accordance with applicable provisions of ACPA "Concrete Pipe Installation Manual". All concrete pipe joints shall be wrapped with filter fabric per FDOT Index 280. Coordinate with building contractor for building roof drainage system locations - terminate stubs 5' from face of building. Cleaning Piping: Clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. In large, accessible piping, brushes and brooms may be used for cleaning. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. Flush Imes between manholes, if required, to remove collected debris. Joint Adaptors Make joints between different types of pipe with standard manufactured adapters and fittings intended for that purpose. Closing Abandoned Utilities: Close open ends of abandoned underground utilities which are indicated to remain in place. Provide sufficiently strong closures to withstand hydro -static or earth pressure which may result after ends of abandoned utilities have been closed. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after lines between manholes, or manhole locations, have been installed and approximately 2' of backfill is in place, and again at completion of project. If inspection indicates poor alignment, debris, displaced pipe, infiltration or other defects, correct such defects, and reinspect. PRECAST CONCRETE MANHOLES: General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, us nles otherwise indicated. Install In accordance with ASTM C 891. Provide rubber joint gasket complying with ASTM C 443 at joints of sections. CATCH BASINS: General: Construct catch basins to sizes and shapes indicated. Set frames and grates to elevations indicated. BACKFILLING: General: Conduct backfill operations of open -cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. Compact backfill within pavement areas and up to 3' bock of curb to 98% maximum density and backfill outside pavement areas to 95% maximum density per AASHTO T-180 modified. FIELD QUALITY CONTROL: Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. Defects requiring correction include the following: 1. Alignment: Less than full diameter of inside of pipe is visual between structures. 2. Deflection: Flexible piping with deflection that prevents passage of a ball or cylinder of a size not less than 95 percent of piping diameter. 3. Crushed, broken, crocked, or otherwise damaged piping. 4. Infiltration: Water leakage into piping. 5. Exfiltrotion: Water leakage from or around piping. Replace defective piping using new materials and repeat inspections until defects are within allowances specified. Reinspect and repeat procedure until results are satisfactory. SECTION 02730 - SANITARY SEWAGE SYSTEMS PART 1 - GENERAL DESCRIPTION OF WORK: Extentlof sanitary sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Earthwork" for excavation and backfill required for sanitary sewage systems; not work of this section. Concrete work required for sanitary sewage systems; not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications. Firms regularly engaged in manufacture of sanitary sewage system's products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with sanitary sewage work similar to that required for project. Codes and Standards: City of Ocoee Code Compliance. Comply with City of Ocoee requirements and standards for all construction. Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of sanitary sewage system materials and products. All sewer improvements shall be constructed in accordance with City of Ocoee's standards and specifications. Any conflicts between these specifications and the City of Ocoee s specifications, then the Citys specifications shall prevail. SUBMITTALS: Product Data: Submit to the Engineer for approval manufacturers technical product data and installation instructions for sewage system materials and products. Shop Drawings: Submit to the Engineer for approval prior to ordering said materials, shop drawings for sanitary sewage systems showing piping materials, size, locations, and inverts. Include details of underground structures connections, and cleanouts. Record Drawings: At project closeout, submit record drawings to the Engineer of installed sanitary sewage piping manholes and products must include invert, top elevations, locations, etc. Maintenance Data: Submit maintenance data and parts lists for sanitary sewage system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual; in accordance with requirements of Division 1. PART 2 -PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of some material and weight/class as pipes, with joining method as indicated. Polyvinyl Chloride (PVC) Sewer Pipe: ASTM D 3033, Type PSP, SDR 35; or ASTM D 3034, Type PSM, SDR 35. Above available 4" through 15". SDR 35: 4% 6", 8", 10", 12", & 15"; SDR 41: 6", 8", 9", 10% 12", and 15". Fittings: PVC, ASTM D 3033 or ASIM'D 3034, solvent -cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D 2564; or elastomeric joints complying with ASTM D 3212 using elastomeric v,eals complying with ASTM F 477. Polyvinyl Chloride (PVC) Force Main Pipe: ASTM D2241, SDR 18, C-900, color green. Force Main Fittings: DIP mechanical joint, cement mortar lined (ANSI 21.4) rated at 350 psi. Ductile Iron Pipe (DIP: ASTM A746. AWWA C151 (Pipe) and AWWA C111 (joints). Class 5, Fostite joints. SANITARY SEWER MANHOLES: General: Provide precast reinforced soncre e nnni'.Cry manholes as indicated, and complying with ASTM C 478. Coatings: All manholes shall be painted inside and out with Bitumostic Super Service Black or Engineer approved equal, 15 -mil minimum dry thickness. Pipe Connectors: All pipe connections to the manhole base sections, shall be in accordance with ASTM C923, resilient, of size required. Manhole Frames and Covers: ASTM A536, Grade 60-40-18 ductile -Iron casting designed for heavy-duty service. Include indented top design with lettering as shown on plans. All covers to have two penetrating pick holes. CLEAN -OUTS: General: Provide, as indicated, pipe extension to grade with furrule and countersunk clean-out plug. Provide round cast-iron access frame over clean-out, with heavy-duty secured scoriated cover with lifting device. Grease Interceptor: Precast concrete per ASTM C913-98. Two compartment unit with 1/3 overflow capacity beyond design operational size. For installation in traffic areas with less than 24 inches of cover per ASTM C 850-950. PART 3 - EXECUTION INSTALLATION OF PIPE AND FITTINGS: General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before installation to detect apparent defects. Do not store plastic pipe or fitting in direct sunlight. Mark defective materials with white point and promptly remove from site. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Place bell ends or groove ends of piping facing upstream. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. CLEAN-OUT INSTALLATION Install cleanouts and riser extension from sewer pipe to cleanout at grade. Use cast-iron soil pipe fittings in sewer pipes at branches for claonouts and cost -iron soil pipe for riser extensions to cleanouts. Install piping so cleanouts open in direction of flow in sewer pipe. Set cleanout frames and covers in earth in a cost -in-place concrete block, 18 by 18 by 4 inches deep. Set with tops 1 inch (25 mm) above surrounding earth grade. Set cleanout frames and covers in concrete/asphalt paving with tops flush with surface of paving. Plastic Pipe: Install in accordance with manufacturer's installation recommendations and in accordance with ASTM D 2321. Sewer Service Termination: Terminate Sanitary sewer piping 5'-0" from face of building in location and at invert as indicated. Provide temporary pipe plug at building termination. Existing utilities: Do not interrupt existing utilities serving adjacent facilities except when permitted and then only after arranging to provide acceptable temporary utility services. Notify Engineer and owner's representative not less than 48 hours in advance of utility interruption. Do not proceed with interruption until coordinating with local utility company. Cleaning Piping; Clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. All muck and unsuitable materials n e countered in trench bottom, shalt e removed b and replaced with compacted granular material to a minimum of 95% maximum dry density per AASHTO T-180 Proctor and density test results shall be submitted to the engineer. All trench backfill under future paved areas shall be placed in 12" layers and compacted by mechanical means to a minimum of 95% density per AASHTO T-180 so as to prevent future settlement. Compaction in unpaved areas shall be a minimum of 90% maximum dry density as per AASHTO T-180. Flush lines between manholes, if required, to remove collected debris. Hydrostatic Testing (force main): Force mains shall be pressure tested at 100 psi for a minimum of 2 hours. See section 02666 (Hydrostatic Testing) for procedures. Gravity sewer mains shall be Visually inspected (lamped)ed) by the City of Ocoee Utilites and the Engineer. Provide equipment necessary to perform visual inspection and make sure all lines are clean, free of debris, all benchs are poured, frames & covers are set and any required touch-ups to the manhole coating has been completed prior to inspection. Provide a minimum' of 48 hours notice of lumping inspection. Lamping shall be after all manholes, piping, benching and interior/exterior coatings are installed. Gravity sanitary sewer mains shall also be TV inspected and the site contractor shall provide both the City and the Engineer with a copy of the video tape for review and approval prior to final acceptance. Maximum allowable horizontal and vertical deflection is 1/4 Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after lines between m nh pmanholes. or manhole locations, have been installed and approximately 2 -ft. of backfill is in place, and again at completion of project. If inspection indicates poor alignment, debris, displaced pipe, infiltration, or other defects, correct such defects, and reinspect. SANITARY MANHOLES: General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated. Install in accordance with ASTM C 891. Provide rubber joint gasket complying with ASTM C 443 at joints of sections. Form continuous concrete channels and benches between inlets and outlets. TAP CONNECTIONS: Make connections to existing piping and underground structures, so that finished work will conform os nearly as practicable to requirements specified for new work. BACKFILLING: General: Conduct backfilling operations of open -cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. FIELD QUALITY CONTROL: Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. SECTION 03310 - CONCRETE PAVEMENT 1. PART 1 - GENERAL:- Codes and Standards: ACI 301 "Specifications for Structural Concrete Buildings"; ACI 318," Building Code Requirements for Reinforced Concrete"; comply with applicable provisions except as otherwise indicated. Concrete Testing Service; Employ acceptable testing laboratory to perform materials evaluation, testing and design of concrete mixes. Contractor will employ separate testing laboratory to evaluate concrete delivered to and placed at site. Certificates, signed by concrete producer and Contractor, may be submitted in lieu of material testing when acceptable to Engineer. Quality Control: Contractor's testing laboratory will perform sampling and testing during concrete placement, which may include the following, as directed by the Engineer. This testing does not relieve Contractor of responsibility of providing concrete in compliance with specifications. Contractor may perform additional testing as necessary, at no expense to Owner, to ensure quality of concrete. Sampling: ASTM C 172. Slump: ASTM C 143, one test for each load at point of discharge. Air Content: ASTM C 173, one for each set of compressive strength specimens. Compressive Strength: ASTM C 39, one set for each 50 cu. yds. or fraction thereof of each class of concrete; one specimen tested at 7 days, one specimen tested at 28 days, and one retained for later testing, if required. When the totaluantit f 1 q y o a given n c e ass of concrete is tens than 50 cu. yds., strength tests may be waived by Engineer if field experience indicates evidence of satisfactory strength. Test results will be reported in writing to the Engineer, Contractor and concrete producer within 24 hours after tests are made. Manufacturer's Data: Submit manufacturer's product data with installation instructions for proprietary materials including reinforcement and forming accessories, admixtures, joint materials, hardeners, curing materials and others as requested by Engineer. Laboratory Reports: Submit 2 copies of laboratory test or evaluation reports for concrete materials and mix designs. Mix Proportions and Design: Proportion mixes complying with mix design procedures specified in ACI 301. Submit written report to Engineer for each proposed concrete mix at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are acceptable to the Engineer. Mix designs may be adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by the Engineer. Use air -entering admixture in all concrete, providing not less than 4% nor more than 8% entrained air for concrete exposed to freezing and thawing, and from 2% to 4% for other concrete. Unless otherwise noted on the Site Construction Plans, all concrete shall be a minimum of 3,000 PSI as 28 days, with 3 to 4 inch slump at time of pour. PART 2 - CONCRETE MATERIALS: Portland Cement: ASTM C 150, Type as required. Fly Ash: ASTM C 618, Type C or F. Limit use of fly ,ash in concrt:te mix design to not exceed 25% of cement content by weight. Aggregates: ASTM C 33, except local aggregates of proven durability may be used when acceptable to Architect. . Water: Drinkable. Air -Entraining Admixture: ASTM C 260. Water -Reducing Admixture: ASTM C 494; type as required to suit project conditions. Only use admixtures which have been tested and accepted in mix designs, unless otherwise acceptable. Related Materials: Waterstops: Flat dumbbell or center -bulb type, size to suit joints, of either rubber (CRD C 513) or PVC (CRD C 572). Moisture Barrier: Clear 8 -mils thick polyethylene; polyethylene -coated barrier paper; 1/8" thick asphalt core membrane sheet. Membrane -Forming Curing Compound: ASTM C 309, Type 1. Joint Fillers: See Division -7. Form Materials: Provide form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. . Exposed Concrete Surfaces: Suitable material to suit project conditions. Reinforcing Materials: Deformed Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise indicated. Welded Wire Fabric: ASTM A 185. PART 3 - FORMING AND PLACING CONCRETE: Job -Site Mixing: Use drum type batch machine mixer, mixing not less than 1-1/2 minutes for one cu. yd. or smaller capacity. Increase mixing time at least 15 seconds for each additional cu. yd, or fraction thereof. Ready -Mix Concrete: ASTM C 94. Form -work: Construct so that concrete members and structures are of correct size, shape, alignment, elevation and position. Provide openings in form -work to accommodate work of other trades. Accurately place and securely support items built into forms. Clean and adjust forms prior to concrete placement. Apply form release agents or wet forms, as required. q Retighten forms during concrete placement, if required, to eliminate mortar leaks. Reinforcement: Position, support and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers and hangers, as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh. Concrete Sidewalks: All concrete sidewalks shall be a minimum of 4" thick. except at driveways where they shall be a minimum of 6" thick. Joints: Provide construction, isolation, and control joints as indicated or required. If no expansion joints are shown provide at a maximum of 20 feet on center each way. Provide Expansion Joints between concrete pavement and concrete curbing. If no control joints are shown provide at 10 feet on center each way. Locate construction joints so as to not impair strength and appearance of structure. Place isolation and control joints in slabs -on -ground to stabilize differential settlement and random cracking. Installation of Embedded Items: Set and build into work anchorage devices and other embedded items required for other work k that is attached to r o supported cost -in-place cast in I ace concrete. PP Use Y P setting diagrams, templates es and instructions ons Provided by others for locating and setting. Concrete Placement: Comply with ACI, placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked around reinforcement and other embedded items and into forms. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placement and curing. In cold weather comply with ACI 306R. In hot weather comply with ACI 305R. Concrete Finishes- Exposed-to-view i i n shes: Exposed -to -view Surfaces: Provide a smooth finish for exposed concrete surfaces and surfaces that are to be covered with a coating or covering material applied directly to concrete. Remove fins and ' projections patch defective areas with cement grout, and rub smooth. Slob Trowel Finish: Apply trowel finish to monolithic slab surfaces that are exposed -to -view or are to be covered with resilient flooring, paint or other thin film coating. Consolidate concrete surfaces by finish trowelling, free of trowel marks, uniform in texture and appearance. Curing; Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible keep continuously moist for not less than 72 hours. Continue curing by use of moisture - retaining cover or membrane -forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damage to exposed concrete surfaces. Protection: Provide barricades as necessary to prevent damage from vehicles or pedestrians. Sweep concrete paving not more than 2 days prior to dote scheduled for substantial completion inspection. TRAFFIC AND LANE MARKINGS: Cleaning: Sweep and clean surface to eliminate loose material and dust. Off -Site S fe Striping: (Within public road right-of-way and access drive.) Striping: Use thermoplastic striping. On -Site Striping: Use chlorinated -rubber base traffic lane -marking point, factory -mixed, quick - drying, non-bleeding, 2 coats minimum, unless thermoplastic striping is specifically specified (i.e. fire lane striping, etc.). Color: White unless otherwise specified on civil drawings. Do not apply traffic and lane marking paint until layout and placement has been verified with Engineer. Apply paint with mechanical equipment to produce uniform straight edges. Apply in 2 coats at manufacturer's recommended rates. Protect from traffic until it has attained its full set and hardness. Repaint areas to provide uniform color and appearance. 0 W M M O U 0 X Z 0 O } S O LU X Ix W 0 - in G W fn W X C/) z 0 Q U 1 U W n L_.1� V J 140 Wq 44 Q) r V 0) S= O =E_- N N 0_0 iL 5:) -I. -Z C C: I a) O tV O O C .r- .i - W Q O e N S✓ a L_ - N O C 0 C: O W N C 0 .0) +-� w in C C:O UT O I* It (3) 0 !✓ -O C: a C O (:3 as r� �i W N ry M V) Q t-- Q Q ()e O () LL_ 0 n0 00 Q N �Q Z N C C IZ D tU (I Z) O t) N U in IZ 0) N (1) .6 Lb 07 N 114- C:) O 10 N i1 O th N N C? �7 Cl) Cl) r_1 O .may. N C O r- tL U M I__3 Z00 RONALD HES N It, P.E., FL REG. 34836 DESIGN DRAFT7HECK RMH 050 PROJECT N0. U`i 05 SB DATE OCTOBER, 2001 SCALE/ SHEET 19 OF 19 (_t . >, Z . - �.. 0 < � a Cr . __J0 " � = -- C C":•.j •J 'CIO C Of LJ D L. C.. tom, U ---,I- C3 � -LJ F 6 pp 4. I p@ P' 4' F- t .. k o 3 kF F, . __. C/) z 0 Q U 1 U W n L_.1� V J 140 Wq 44 Q) r V 0) S= O =E_- N N 0_0 iL 5:) -I. -Z C C: I a) O tV O O C .r- .i - W Q O e N S✓ a L_ - N O C 0 C: O W N C 0 .0) +-� w in C C:O UT O I* It (3) 0 !✓ -O C: a C O (:3 as r� �i W N ry M V) Q t-- Q Q ()e O () LL_ 0 n0 00 Q N �Q Z N C C IZ D tU (I Z) O t) N U in IZ 0) N (1) .6 Lb 07 N 114- C:) O 10 N i1 O th N N C? �7 Cl) Cl) r_1 O .may. N C O r- tL U M I__3 Z00 RONALD HES N It, P.E., FL REG. 34836 DESIGN DRAFT7HECK RMH 050 PROJECT N0. U`i 05 SB DATE OCTOBER, 2001 SCALE/ SHEET 19 OF 19 l CON`. MATCH' L(NE X 08LAND DC TAOL SCALE: 1"=10' Ld h ri� N \ • Z — - — — — THREAD OF EXISTING CREEK 7 Q o d n 3 too r (BY OTHERS) ~ "� z" U) U °' °' O U_ -> s3co. o Of �. t Ld�.,-• TR A � CT . ILL �_ � CONSERVATION AREA Ld h ri� N \ • Z 4) 7 Q o d n 3 too r (BY OTHERS) ~ "� z" U °' °' O U_ -> --) O O C7 = a x W� 0 0 O ws Zo"n Z� LL � > N �v a ' N �•- ^ N zx o N (y)o U_ �- u u N J a ° c� P1�`\ 1 M ao r CC, O q V G/7 a_ KEY MAP a�---•�f ENGINEER RONALD HENSON II, P.E., FL REG. 3483E DESIGN DRAFT CHECK RMH DSG Y PROJECT NO. V 01054L DATE OCTOBER, 2001 SCALE 1" = 30' r`� r SHEET L2 OF 3 u F 1 } L U ti�i 'I 1 MULTI—FAMILY (BY OTHERS)ccz _ `fiZ.rms rte. IIDCLCL l s, t _ ,Aj ' � i£ � �� 121 --.,. • ,� �� ti. • .. r- may. � r f 121 € II<♦ r 121 1112 _ Cp 121IFQ-4 DDN ti r 115 r`i"�� f F115 DRY RETENTION 115= II L 115 ., QQr •-.1 �� iy- i 121 �i 1156-1 121 i r 121 1. 121 ...� f Y COMMERCIAL (BY OTHERS) p_ W LANDSCAPE L.EfiE'[�D liti� t#3`07{1.. O7 C1L"fl L.rR 9� CAPE r ALl tf111iAiJ1 #AME, SPECtf[�Ai`�+G3NS Ali gtourfd r a1 m aril d gtitpritent to be screened by landscaping of a height to screen egirip'ment. _ ..._ .. ... ..._ _ , Z Q) ,, . 8 LJt Ugiistrum japonicum: tree 8-10 x:8-1.0 , 1 dbh ea trk, 3-4 trk min, cont, :All back flow preventer'asser�ciblJ' and ground utilities to be .painted black and screened WKh shrubs. Ligustrum tree spec, hvy cnpy, -A -clear safe tight triangle rnust be, m ointa'reed an the entrance drive. Wit, h#n each triangle there must be no structure' or Q 1i10 PQU Paspalurrr qua #rifarium fu#t; 3g, 42"6c landscape Materials that could block a driver's vie w- the levels of 2'h and 10 feet above the drive. --j Ever reeb as 'a}ui rass -Pati landscape areas #o receive :eiihler plantings wttt mulch or Angenfirie 13ehia solid soca or P#oratam Vit. Ad :ustine solid sod. 9 p p 9 9 tN QV Quercus vtrginiana 14;-1* k;4 6', i "' il�ki, cont Lrue oak CONSERVATION AREA 515 TAB Trachelesperrnim asiaticum 'Dronze Beauty' full; 1g, 24"00 4 Bronze aeauty Asian jasr- ine 64 VOW ifi,VI,ffii. obova#um `{Utes chiNer's Delfgttf' 12-15noa, 3g, 3t?"ctc Iirs Schller's Delight 1laiter's viburnum (Hj PNb Paspalurn notatum `Argsritine' whole, sbrfidpikes, as required, Argentine Bahia grass denoted w/ graphic stippNlg atict or sod. 35 ' tenata'':h`rflm sectifiilatu l `F:lorafam' whole, ,solid `eces, as m • Uir'ed', ABBREVIATION LEGEND { p p+ Fratam fit: A balled urlappedu fsrne rays w/ ra tic afdfor `so'd' b&b .40 bt boots N Pine bark rrieiiium nuggets mulch cy at 3"d6 th.d as noted bpp bibbs-per pot LAN��Plrrl'rTS' c caliper-" 9 cnp canopy }..�..,� I E ai Goll collected � c4 -Landscape contractor (LC) sha111. responsible fi r all materials and work called for on'the landscape pIa#is and in the landscape cont container � Z 0' O notes and Legend. Plans sf d 1 rfi#.e if there are An d sere :ancres to 'ifiatena udfititres. All uarititios to be verified: ,= O o p q q ct clear trunk -LC shall comply with all Ibcal codes aril ordinances a;nd obtain a## permits anti bonds necessary to construct the e'pojeet. cy cubic yards ° ~ -LC shall coordinate their •work with ofiher contractors to assure efficient and timely ddfn etioh 'of the work. dia . diameter W N labor and a ur fnen# fort#e erforrna ice'of #heir action of the work. STAKE exstg existing o o ry 00 -LG shall be responsible for supplying all maeriais,{ P p" p =LC to verify all existing trades #rineirsions acrd field cond'ti ins gild niiti awher of discre :ani les' befiire roceetlin with work. f field grown � � > J Y , p #? 9 Y WIRE g g ko O 000 �O LG to call Sunshine. State One at 8`60-432 4 70 to have all utilt#ies located•. ftg full to ground o v x w Q P) GU K H > /7 O -LC to protect existing uti#rhes, structures, st}rfarses and vegetation noted to tae saved Ind i3e respililslti#e frit repairlrepLaGement. TREE TRUNK g gallon a dd N a z — p� . .. �... -.I C ,y -� Q -Protect trees to be saved': 'er d&611. Vehicle ark#n material story 'e or soil removal/addttinn is not rmitted within dri 'lin.es. ht height y o a) 5 , r y '2 -Round-Up ,.:. P ,..,... .- . . . p,.; . .:.� ... � . _- , _ .. .,. .., .... � p 120• hvy heavy � � � ¢ � w � a shy#I be applied twice at ten day intervals onto alt areas of existing vegetattpns that are to be planted. Extreme care ,Q� E I i3 If linear feet shall, be taken to prevent overspray add/or d'r'ift onto existing plant theiterial to be'saved.'Mfr: s ret ofrtrriettdatior#s shall be P . ¢ X z r e �.r% u- ? BLACK H05E OR STRAP IN o m C7 eC w N o L LLJ aP Ivs leaves w M followed. Remaining Weeds .and'theiroots shall be removed by head pnorto installation of plants. Resprout>ng weeds and plants ;► FIGURE a AT STAGGERED y H w ¢ Y o t``�;,,, N a) ` re tate responsibility of the LG through ttie one year warranty period. r_ LOCATIONS ALONG TRUNK mt multi -trunk ¢� �� ,; y r-� U = Q m V TURNBUCKLE b' LONG oa overall o. '0 ° I L < -All plant materials shall be graded Florida No. 1 or be#ter, -as outfitted under current Grades and Standards for l (iu sery #Tants, GAL :_ _ � ='a ? o m 0 0 f ., SAUCER AT EDGE OF ROOTBALL oc on center T s „ w d � �j Division of Plant Lndustry, Stafe cif Florida, un 12 otherwise noted. Cfbh means diarrreter (caliper) of trunk at:breast fieight (41/2" 12 GAUGE GALV. WIRE U z z `� a G 0 3 u•i s= 0 6 :; > .: _ : , ... _ .. sf square feet w C N x 0 `0 "` SLOW RELEASE FERTILIZER q N w w it o "040 unless otherwise noted] All rootbalis and containers to be free of weeds acrd their roots. PLASTIC FLAG y x H p H '� to �' _. TABLETS AS SPECIFIED spd spread a a. -Pianfing suit of Fla. peat mixed 1/2 with cleantopsoli forthe batckfrilrng of plant pits and beds shat# 6e required only if.existin C w -� ? „ ,.. ,,,... •:. - MULCH A5 FINISH GRADE 2' BELOW TOP ROOT spec specimen a F•, a o > — M h<� - sot is unsuitable for planting andtor contains lirne.MO. or -construction debris (to be moved). SPECIFIED a a- £� x �- 3 - �..� 1 a N v :. MOT c : , , : ,_. - sst single straight ht trunk s ��., FROM TRUNK PRESSURE TREATED WOOD STAKE g 9 , N Trees & . tr#iS 'shalt br31tf5�1 ti. *siY #halt to i 6tlri S visit to AYl (�" 466V+: '�ftltSffiEd' rills: 06 iwt `b:' #h'e' 1 '1's Uf AR WITHIN MULCH; •R-ING a O �O z X r ., < I i , OR REB St single trunk w a .; :., ;u.,�..>_ BACKFILL AS A... i BURIED 3 BELOW GRADE' O v: C'7 rirutfi its lite fop Of ftte rElbtbla#i lffl#fl; af#er fnsp+�ctran of +earcli tree. SPECIFIED stk staked. in pot .. .. FROM TOP * DR N TION REMOVE BULAP FR C ,., , r, -Landscape architect isnot responsible for adverse soli or draifrage c+andrtfons, determrn ng sub -surface soil conditrons, �:� . :. TBALL sten stems o 0 under round ob acts/utili#res or the aecwrac of rtirt lines or inforrfiatron ortra ed aft surve s or'on documents ar lans - - - _ trl w G - ,g.... others .. Y .' . .. p ." , y y p r REMOVE ALL NON BIODEGRADEABLE trellis (. z .y. �. C7 -I II a • , rovided b .others. Owner or their, aril is solei res onsible for f t re merntenance',erf al tan: to rita n s fe s µ COVERINGS tr trunks <.._ :. = �"� o p Y g . p u u # p tirtgs mar E : a vi. ibrhty rI . I �1 - o M A ON UNEXCAVATED ... RC70TB LL X trans V V J t3 WI#flin all vi5rbitrty sight triangles and vehicular use and pedestrian areas within and irimedtately adjacent to the situ. PLANTING WOLE TO BEI A t ns � - SUBGR DE ,r p : _.... - BALLS UNDER 3 DIA. a ; O -Finished rade rror to rftulehftt or soddrn to be.3 ;below to of ad ai;.ent surfaces Such as walks curbs and drrvewa: s 24• WiDER FOR R06, typ typical �,.,,% r Y. C o / g p j 48' WIDER FOR ROOTBALLS OVER 3 DIA. ♦ .: O ` V- 9 fes. o #!. r:.: gV 1: extelrtiri r endcutarl from Iiia surface ed a for a minimum distance of 24". . � � . . 11 All palms; trees, shrubs and grr unticovers shalt be fertilized Willi Agriform 2t1-10.8 or GierraT bs 16=8.12 pfantrng tablets. One F- " C table#/ 1 al 2 tablets/ 3 al 31 6 or 7 : al 4 tablets/ 10 i ant# one tablet/ each 1/2 of arse trunk d}'arfieter. A I t#ari TYPICAL TREE PLANTING / GUYING DETAIL N o 9 , g , g.. , pp, t9 :_ — O 115 5 shall.be as p'er the de#ails and rrifi�s reeommerltlatfon. N " Apply Ronst'ar or approved equal to all pian#tig !reds foitoGrrng mfr's recorrrmeidatronstifter plant#n:g and pilot to mulching. V -Ail taming beds and trees to receive rimed. pine bark. Mulch. All rdotbatis'of trae5 (Which require 4'foot wide -mulch fin F , ,; ,. ,... _ :. ,, 9s to turf �--.�+ ENGI KEY MAP areas shall be mutehed to -a 1 /2 de 'th follovriin ins •action. All other tan#rn�} beds to:recerve a 3 de th IIutcti sFtal# trot to�act • . FlNlsw GRADE I• NEER '.. } p p #� a p s ^. BELOW ROOTBALL trunks or, tems or be appMed within lite crowns of groundcoverls or over'their branches or foliage _- MULCH AS SPECIFIED, 3' FROM TRUNK -LC to rnatntafn all, ,plant material in a -p um upright and stable .condition: All .treesCpalms to be guyed/staked as:pet d'eta'ils: � A.•!�rn- Vis. ;. � t OFF OF BRANCHES i FOLIAGE .. . • a : SLOW - a ° s.' U : es ` 0 e ' ra, a #e, �' eS`' .,l .: °+� .i: , RELEASE FERTILIZER LC to remove ail b g - ( nl lir d g .d ,b ), tag , tr , wires, rapes, stakes and nursery attachments from all .p#ant material• c TA A RONALD HENSON il, P.E., FL REG. 34836 . ._ ..,... ..,(d .r ..,... q TABLETS S SPECIFIED LC shall be responsible.to keep ptent ritatrial rn-a healthy, watered; inseot/pest free ccinditron until owner's firiat acceptance. DESIGN DRAFT ;. CHEC z TRACT _ - t , ra BACKFILL AS SPECIFIED " "'`^ LC to rovide a one :ear warren for tri=es• three months for stir s ""r6undcdve s � w i " p Y �y , � 9 rty aye Warranty .ub r &vines and thi d for soil Warren RMH DSG period shall staff with final acceptance by owner. All plant r�riatar ia# shy#i be alive and in satisfactory growth at the end of the s �E COMMERCIAL B Y OTHERS warranty period. Replacement plant ffraterW shat# be warranted for ninety flays (sod for thirty days} from replacement date. _ REMOVE ALL NON -BIODEGRADE <=h ' ,r< 5<: _ � ) Warm _ , .,:_ . .. -.._; :,._.,. :: ,.. _- . ., ... - _. _.:. ABLE PROJECT NO. , .... , practices. , a t .. --, , . COVERINGS War ant shall a l on1' to material thatdiesdue-to poor uairtimproper --- � r y- �,. pp Y y p q y, handling or instal#titian practices. Generally, material- _ s 0105-L • SUWRAb4'ON UNEXCAVATED ....y„ >, .-�" � :. trans ' (anted on-site shalt• not be warranted. Adverse' weather Condit ons shall nota t . 'Pro er waterin and maintenance a e the �;:�':<:,';':, <:��E��°, p 1 pp Y p 9 r SUBGRADE >. <.s. 4' =; `� -� owners respoftsibility during the wvarrarty pefiod.<,',;> rr `" DATE Hedges to be maintained at a 4' heigtrf or fsrdper height to 'screen ufrrtties: 2X OCTOBER, 2001 s _ .,, . Provide 100 f� cov'era .e 6f,all laradsca °e areas usin automatic under riiaitd rrri`''`atfon`s sterin wrtlt rain sensor.<>:..4...;, A.. SCALE TYPICAL 5NR1JEi/GkZOUNDCOVER PLART'4NG DETAIL 30 z ` N.T.S. SHEET �t ' L3OF3 I TRACT "A" SINGLE FAMILY (BY OTHERS) Nk CONSERVATION AREA tsI G, CREEK T OF EXISTING -THRE -102- MATCH LINE XI TRACT 'PB't SINGLE FAMILY (BY OTHERS) 14 N 12 113 sac wu 1/2, 43 105--- 20 TRACT 1009 DRY RETENTION 105 ILL 13 1112 12 TRACT '00 CONSERVATION AREA — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — - — — — — - — — - — — - — — - — — - — - - THREAD OF EXISTING CREEK — — 1 KEY MAP W----=aL+ m ENGINEER DESIGN I DRAFT CHECK LWS LWS RMH PROJECT NO. 010541R DATE OCTOBER, 2003 L SCALE 30' SHEET 11 0F 3 Co C10 > 2: < C/) z 0 W 5-- Lij iz ME ul CL Aj 0 ENGINEER DESIGN I DRAFT CHECK LWS LWS RMH PROJECT NO. 010541R DATE OCTOBER, 2003 L SCALE 30' SHEET 11 0F 3 Co > 0 ry Q) C4 C4 E L: a) -0 EL E O @ 5 :3 z -C o QL 'o w(W.9 E 75 �- ILO UJ r--, b W C O Uj N u zo C> UJ V) < 0) w < 0 0 U - Ci 0 Co uj 2 00 C? 0 <Lo> = !U 0: < 0 04 0 0 . o � UA Z 0 0 L- CV) CL 00 r" C? C 0 ce) co CD CD 0 -C (L ENGINEER DESIGN I DRAFT CHECK LWS LWS RMH PROJECT NO. 010541R DATE OCTOBER, 2003 L SCALE 30' SHEET 11 0F 3 REAP OF TRACT 'oliff" CONSERVATION AREA CT vEw COMMERCIA (BY OTHE S olorlrf� TACT N ra i CONSERVATION AREA 41 TRACT 'C"' MULTI—FAM,ILY (BY OTHERI fUTA CH .INE X DETAIL JJ.I I THREAD OF EXISTING CREEK TRACT 'PC'r MULTI—FAMILY (BY OTHERS) ps wk.siw 0 mk.A k. Z 0 W ' IC iii I is U) < EL cf) < t7 - Of o-, CZD L 00 co 0) 0) 0) ��cs� CIO coLoE-4� KEY MAP Z---=.-iL+ I ENGINEER DESIGN I DRAFT CHECK LWS LWS RMH PROJECT NO. 010541 R DATE OCTOBER, 2003 L SCALE 30' r SHEET 12 OF 3 ti Q) L Q) o 04 c: _3Z t= E 7 O c: c: C) tu— D 2 E c:ne U -i 0 10 V) < c: c Lu 0• Z Fy 7.C3 y. < 13 n,,0 wo c: ci 0 00 t -I "IT C? Lij '00 C) %0 D < c%4 0 7 0 O 0 o (y) 0 a LL_ cy) _12 C? (a..> C 0 0 0 0 KEY MAP Z---=.-iL+ I ENGINEER DESIGN I DRAFT CHECK LWS LWS RMH PROJECT NO. 010541 R DATE OCTOBER, 2003 L SCALE 30' r SHEET 12 OF 3 LEGEND ® ` RANBIRD 1800 SERIES 6' POP-UP ® € RANBIRD 1800 SERIES 12' POI' -UP ®— ® CLASS 200 PVC MAINLINE -2 01 CLAW 200 PVC LATERAL LINS- SIZE AS SHOM UNTIL A SMALLER I SIZE IS SHOIItN. MNIMLM SIZE OF 3/4' (EXCEPT RISERS AND ALEX PI a OCR 40 SLEEVE (MINIMUM OF 18' DEPTH AND 2 SIZES LAiWCER THAN THE PIPE SIZE OR AS LABELED ON THE PLAN) I -(LINTER ICY ELECTRIC VALVE. 1 1/2- OR SIZE AS SHOltlrt ON [ THE ZONE LABEL. INSTALL VALVE N AN AMETEK 10' ROUND VALVE BOX. CONTROLLER-RANSIRD ESP -LX 24 STATION ON PEDESTAL. AS 8HOM CN C € RAIN SENSM WRO ND WIT14 A MINNIIMLM V COPPER CLAD RODtINSTALL 111179 A MINI-CLIK1SLEEVE TO AS REQUIRED. X INSTAL- Co EXTRA CONTROL WIRES TO A VALVE BOX AT THIS { POINT (FOR POSSIBLE PU1URE USE. ( TWO LOCATIONS) I PONT OP CONNECTION TO A 11/2' REUSE METER SEE UTILITY PLAN. a R GIA, 9 GENERAL NOTES , V PMR TO THE LANDSCAPE PLANS WHEN TRIINCHNS TO AVOID TREES AW SH UMIL HAW 016; AROLlsV ANY NXIBTING TRI . DO NOT GUT ANY ROOTS OVER 2' N DIAMETER 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MNMUM DEPM OP 18' OP COVER ALL LATERAL PIPNS SHALL W BURIED TO A MIN"JM DEPTH OP 0' OP COVER 3) ALL PCP -UP RIOTOR6 AND SPRAYS SMALL BE INSTALLED LOINS AN 18' PVC FLEX PIPE CorNECTICK DO NOT USS ImmIt" ?"Am PIPE 4) ADJUST ALL N=LE8 TO REDUCE WATER WASTE ON HARD GURPACEB t BLP(. WALLS. THROTfl.E ALL VALVES ON SH US LINES AS REQUIRED TO PREVENT FOWNS. USE ADJUSTABLE NOm.Le UMM REQUOMP TO AVOID ANY WATER ON BUILDING; WINWM !b) ALL RISERS SHALL BE PANTED BLACK OR A COLOR CHOSEN BY THE LA408CAM ARCHITECT AND SHALL ISE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC ULTRAVIOLET LIGHT PROTECTED PVC CLAMPS. b) ALL CONTROL WW SPLICES SHALL BE MADE N VALVE BOXES USING KNS 'ONE STEP' C NNRCTORS AND SEALANT WITH WIRE NUT'S. 1) THE CONTRACTOR SHALL PRSP'ARE AN AS -QUILT PRAWNS SHOWING ALL IRRIGATION INSTALLATION. THE CONTRACTOR SHALL NEATLY MARK N RED NG ON WHITE BOND PAPE! ANY INSTALLATION THAT DEVIATES FROM TWO PLAN. THE AS -BUILT DRAWINS SHALL ALSO LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT FRO11 HARD SUPW ACM t1RASUR0311M SK" BE MARKED ON THE PLAN EVEN W `&W EQUIPMENT 16 NSTALLED IN THE EXACT LOCATION AS THE PLAN. 8) ALL VALVES. [SATE VALVES AND QUICK COUPLERS SMALL W INSTALLED N VALVE BOXY THE VALVE BOXES SHALL `BE PIIRI°LE WEEN LIONS REUSE WATER. W ANY PhQN* SHOWN OUTSIDE THE PROPERTY LNE OR PUNM OUTSIDE A LANDSCAPE AREA IS SHOWN THERE POR CLARITY OILY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS OR INSIDE A SCH. 40 SLEEVE. 10) ALL RISERS SHALL BE INSTALLED V' FI®OMf ANY WALL AW A MNMUM OF 0' FROM ANY 8I70111ALK, PATIO OR ROAD (MNMUM OF 2' WHERE I ARE NO BUMPER STOPS) THE EXACT WEIGHT OF ANY 0' T IS SHOWN N A SMIB BED SKALL BE DETRIWINED BY THE LANDSCAPE ,ARCHITECT N IU THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAdE ANY 0)(ISTNS UTILITIES. THE CONTRACTOR SHALL BE RIIAM"IBLE FOR TIS MMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY THEIR WORK 12) ALL WORK SHALL BE GILARANTEED FOR OIL: YEAR FRrO11 THE DATE OF FINAL. ,ACCEPTANCE A4ANST ALL P9P9CTS N EOZAIN"9IT AND W0091*4ANSWIP. COR AS OU'TLNED N THE WRITTEN 810ECMICATION8) 13) ELECTRICAL SERVICE TO LOCATION OP THE GONTROLUM WELL OR PUMP SHALL BE PROVIDED TO A JUNCTION BOX OR DISCONNECT AT rAE EQUIPMENT LOCATION BY THE ELECTRICAL CONTRACTOR OR BY OWNER WHEN IT 16 NOT PART. OF THE DID PACKAGE. 14) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCALE THE PLAN AND. CHECK NOZME TYPES TO DEFRNNE THE CORRECT 8PACIN4 OF THE HEADS. THE CONTRACTOR 6W6ALI- NOT SPACE THE HEAPS RA"eIQ APART OR USE LESS HEAPS THAN SROM ON THE PLAN. ANY CHANGES TO TWE HEAD SPACNS.OR LAYOUT, WITHOUT THE CONSiW OF THE LANDSCAPE ARCHI TECf OR OUGM SHALL HOLD THE IRMATION CONTRACTOR IWEBPONSIBLE POR WARIWATY OF THE PLANTS AND OR SOP N B) 48 HOURS BEFORE D CALL I -a W0-452-47.10 (SUNSHINE STATE ONE CALL CEJIER) s ALL HEADS SHALL BE INSTALLED A MNP IL 1 OF a' AWAY PIC" ANY BUI.ONS. SIDC44RT NO= O!° UTAI.K CURIs b'b' BODY A6681I i.Y 6T1"W VIL C WNA'IE FL#4&W WITH "LANOOCAPR I'UK I INSTALL INGIM N"COOM or THE Rout. • PAM TWO 1000. 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W...I>.:1@t EI I _ ".WAP L'3UDBLER �W._..W...W L VALVE SIZE _1�I..�ID�MA Q� � 9 GPM HALF BUBBLER Z 1800-ISVAN VARIES �` i5' ADJUSTABLE SHEET 13 OF 3 m 0 co Q 4 CID �J w 0 O O > < - ( 5 3;y CL Z 0, w I �` �o ce) ..Qc�LU n � uuCL CL SHEET 13 OF 3 m 0 co 4 CID �J w 0 O Q CL ( cam^ � W a w p 0, � SHEET 13 OF 3 m r4 rte_ co 4 CID w 0 O Q CL ( cam^ � W a w p 0, � n � �i Q z 0 Q r 0 ti � a Q► N c: �[ � z 1— QLU O ,^ °- 0 c: o C1q i> 2:E o} �>Q (y) c a LU o0 Q 2 au �'(j W0 0 U w NU = oc, S o 0 iN Wg W 00 �V C ►- _ a Q O O ON o z Mo a (.3 o J c) 4 o M D coM 0 p 0L ENGINEER DESIGN DRAFT CHECK LWS LWS RMH PROJECT NO. 01 0541 R DATE OCTOBER, 2003 SCALE NONE SHEET 13 OF 3 � I . . . . � I . I , ;� A- u Ll� . _D TL7 THE HAMM, ,CK_'�, PB 24, GS 49 & ' 10 T!,�A,cr '1_- NOT FILATTED C/) LOT 114 ,,--,--,,-;T I 10 liz .5 LOT 100 LOT 99 LOT 0,8 TRACT V' CONSERVATION AREA . . = I n, ,." I -� . C ,_ LOT I 13 LOT I 12 Lox- I I 1; I g.,- . . RETEW110N < L 0 T 37 Itp �1. 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L',�T 110 LOT 700 LOT 99 t 07` -2r>, #s?�t � `�1•> {t �F`�GJ "E' ' €� O F f L dzV 'Iw�`1 € t s �'01g.��E}ii/A f0Af ,�iPEA LAND USE: SINGLE FAMILY REQ. 40' DE & UE t x €"s ORB 5031, PG 2192 "s^, ;,s,;Gr@c" a 60' DE & UE >"'">£`3:5'a' si/:.7 €TI.t-f: q 'q1: ws ORB 5031, PG 2192 I <;r 41< r 007 v... �nF o„s;.a;e£, £,;'•>$t s` s mo- 2000 D' 4"' CON ERVATI 03100.011 .} I ZONING: A-1 LAND USE: COMMERCIAL n,. r O 1l�T PLi-ITtEL ff AT -13'1.",aT_ KmS �A I ?c..:�) : alt -3 In ,.,�:>.:.•. �.+. po J }> 101 12 Q o aD o VD �2 a , c� l I W Li- i7s � ` '`- i ' � i< ^•� f?«^'v� " v ,`• ,+ �'r�.. rf L� J SINGLE—FAMILY I E Y n _ 'st = t I I Cuff,, 7/ nin .> . SINGLE FA M b LI CD z,^ s LOT ^ t� )fff ' ' Q < 2 JA I i NO F { W ..� LOT 3 Q;� # � nl � �' r>> �•,.,,. ~.,..�,•h•, .• � <»� � - /`fir J 1 I_ s LOT -I QQ a <{ # —� t i f � Ml .xr .J. � ` r �, v .>:i. � < � I \ n s :.:',5.: �...?\ • , �'-. r. A / EA V E to (60 I L,7 s It a :7�: QOU; I _3 w .- n, I it o►I zzw ONJQ f LEGEND I BB — BOTTOM OF BANK BC — BACK OF CURB BM — BENCHMARK BPC — BURIED POWER CABLE I CALC — CALCULATED �15 C&M — CALCULATED & MEASURED — CENTRAL ANGLE CBW = CONCRETE BLOCK WALL I` CF — CONCRETE FLUME CHW CONCRETE HEAD WALL CLF - CHAIN LINK FENCE "` a - CENTERLINE CM - CONCRETE MONUMENT.�s CMP - CORRUGATED METAL PIPE I CO - CLEAN OUT CONC - CONCRETE COVD - COVERED CP — CONCRETE PAD : CW — CONCRETE WALKWAY DE — DRAINAGE EASEMENT I; D&M - DEED/DESC & MEASURED F DESC - DESCRIPTION I ab - DUMPSTER I DW - DRIVEWAY cW> - ELECTRIC METER EB — ELECTRICAL BOX ESMT — EASEMENT E/P — EDGE OF PAVEMENT 1 FFE FINISHED FLOOR ELEV. sr. ff��H — FIRE HYDRANT t� EL — FLOW LINE — FOUND —G W —G—_ GAS LINE � � GAS METER >— — GUY. WIRE ANCHOR iii 0 — HANDICAP PARKING ^�y1 HCR — HANDICAP RAMP INV — INVERT ELEVATION I IRON PIPE IP O � Q IR - IRON ROD CL - ARC LENGTH LP - LIGHT POLE ;:. LSA - LANDSCAPED AREA 7-4 MEAS - MEASURED FEEq — MITERED END SECTION O — MANHOLE MONITORING WELL. N&D - NAIL & DISK ONE - OVERHEAD ELECTRIC Ia OL - ON LINE 6,4 ORB - OFFICIAL RECORDS BOOK �y (P) - PLAT PC - POINT OF CURVATURE V Q PEP - PER ENGINEERING PLANS P! - POINT OF INTERSECTION POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PP - POWER POLE PS - PARKING SPACES PT - POINT OF TANGENCY PVC - PLASTIC PIPE R — CURVE RADIUS RCP - REINFORCED CONC. PIPE R/W - RIGHT OF WAY SAN - SANITARY LINE SN - SIGN 00.00 - SPOT ELEVATION t' -SD- - STORM/DRAIN LINE STMH - STORM MANHOLE ❑ - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE - TRAFFIC SIGN TR - TELEPHONE RISER TS8 - TRAFFIC SIGNAL BOX TV - CABLE TV RISER TYP - TYPICAL UE - UTILITY EASEMENT UNTL - UNDERGROUND TELEPHONE -W- - WATER LINE WF - WOOD FENCE -0- - WATER METER -►f- - WATER VALVE , G f f E LOT 33 0REEK 1 a " 7 5 BEET R/TY ZONING. R1-AALAND USE: SINGLE FAMILY RES. C) 1 4 U) r 3 S� k. ILI- 8 ., Y w�ti' kf `.6# c qv H 4WETLACONSERVATI01` A 1JURISOICTIOAAL LIMITS M— AS IELDSTDAXED BY ENV. CONSULTING GROL ,/ / / . �>MQAII CALAWOM414 fivr--Y'»'w"s W poo Dw otvw33gt a: P-`.^.ve fwT am LOT 28 ✓F C7l;f?(-#�� 1'r:f A, s`»az... 100 109 ZONING: R-3 I LAND USE: LOW DENISTY RES. ,*°.oRN TIN�j- U IN Li -t1 LI VD Q 46 n»y> R< t , I s = ar fit' `h a jK N 2D' vino_,Aull��cr 1, VD E aD COMMERCIAL LIGHT POLE STA. 18+87 r<. — 8&5$RT I— s ca i �g IL 1- �� 11UIM TYR LAND USE: COMMERCIAL (FDOT BORROW PIT) ZONING: A-1 W W �, ummw i ta S^G.1 v=Si DSG � PROJECT NO. �v'•at •, DATE JUNE, 2003 SCALE1 4 SHEET LT® 1j I if '4 et..•.:- CENTRE, £Id.AT iOr'd.s3'i3` < ..:% RACES 126 & 12, r MCaT C1 ... G MAKE RENNET' CEWIRE £ j5 0=1 p=w _ I— s ca i �g IL 1- �� 11UIM TYR LAND USE: COMMERCIAL (FDOT BORROW PIT) ZONING: A-1 W W �, ummw i " i , 41. DSG � PROJECT NO. �v'•at •, DATE JUNE, 2003 SCALE1 (rn• SHEET LT® 1j W W < �9 UAv G £ j5 0=1 p=w _< cue., Com„ W v" ZONING: C-1, ORANGE CO. I L o o = r -- LAND USE' COMMERCIAL I `_j00 NOT ffi-ICLUD'E'D Cc I n a Com, , I > S En 5 CZ) mm mm BBflC maK d s w w 60X CUT ON CURB ELLVAIM = 121.21' g <1- ;;%s?:,. tf;fi I Fad, O — I o AA 7 aD D VP PROPOSED LIMUITY � EASEMENTrM- 3 JOMMERCIAL 'T peri- Iwo V TR � f--DRAINAGE EASEM j (w�Dni vARIEs 11 [1 i:3t !L ;< BUILDING I s �J r .• `✓�d I III <1 r�V`IYi1i /,.+ r0 T r, ~ coco v� I IS o ' 12i I<< w Q qLd ,co J �� ► _ Vis. i wul M.Q o 1 4 N �. �n,- I= L a ( mi ISI I z p} 1 I CL ,-a CL z �_- _ PROPOSEDNAGE + EASEMENT TVR d i I CO RJ O H 1 1 1 oVD aD I i ® O C:�cr D� ►311 'i► COMMERCIAL i i 1 g� P �EII b£ �....M i x=11 ► I �� . � «..'""' £F ye i .•> ,��,n..".M.N�s 1 _ ® ® } I > W 0 .._.....,.....:,. .,., n. O- E :: ,,...:n....N.-n.« ^......>..>;.::. «..::,�t>• n ✓Na'i:.r <"H`::ir`"'n, %,...: yY�,. ^vMSJ ».�,,r ; I Tt Z Q �j Q O 2 E. 4;,<..,i i / OOL VE- .,.,,, £:1'x f$ - %' �S U >*�.i'�t• kx> .; / ' # nl W >.,r.1 i ax CV J'E S `Vvc <.2, �:3> f^ I �z o � r� ,.Eaz.� M 3 LOT S�:o <i>V n: s L T ,i •oS< Qi :f :.33'..5.:1 ;". ZXn' �. : C> 3 LOT Y. F } — y 3 , "is { ZON I N G: C FF � "3 3 S:.. Z. f 4 y�Snv /.:. L jj:V VJ ti Q 'LA D - N USE: w COMMERCIAL a<<� g ''"Y'?;<„' >a ga''s: ?:`?'?t'%o` S•� i ,f �y;,, L{W% s�7�0� ''7€E LAU E BPENNn”1 -EW E ., z N L , PGS 126 12 ?i> a 0P13 35, {59 428 127. Uf c•Q �'•i o0 m w�cc? �V5 0 +- to Q /11 O CN - C O CN z X oy �� a __._. M O N t_ �%� T3 cc TYPICAL LIGHT POLE & FIXTURE c o CLASS 72. 150 WATT, REACTOR BALLAST.ca CD 120 VOLT. TYPE IIIPATTERN. CUTOFF i•�---.( DISTRIBUTION WITH PE RECEPTACLE. s to LL O o_ ENGINEER UGHTING LOCATIONS & FIXTURES PREWDED BY PROGRESS ENERGY LlCJII�IV ummw i t,ntVtt RMH DSG PROJECT NO. 01054T DATE JUNE, 2003 SCALE1 „ _ 100 � oo, SHEET LT® 1j THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATIONS ROADWAY AND TRAFFIC DESIGN STANDARDS (BOOKLET DATED JANUARY 2002) SIGNALlZATION fo r SR and PLANS BLACKWOODAVO ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN ALTERED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. GOVERNING SPECIFICATIONS: STATE OF FLORIDAq, DEPARTMENT OF TRANSPORTATION9, STANDARD SPECIFICATIONSP DATED 20005 SUPPLEMENTS AND SPECIAL PROVISIONS THERETO IF .NOTED IN THE CONTRACT SPECIFICATIONS FOR THIS PROJECT. PLAN SUBMITTAL ENGINEER OF RECORD: SEAN E. DOHERTY9 P.E. FLORIDA P.E. NO.: 46100 DATE: PRELIMINARY PLANS UVAP-Z-z o PERMIT PLA NS CUR"I'STRUCTION --Rf-7r-.-Prp-n-- n-pawirun PROJECT LOCATION MAINE ST. SR 50 LQ TER cb VICINITY MAP N.T.S. IIVL)L A Ur -`)HL L / 5- I SHEET DESCRIPTION T-1 KEY SHEET T-2 TABULATION OF QUANTITIES T -J GENERAL NOTE SHEET T-4 SIGNALIZATION PLAN PREPARED BY. 90Y. COMPLETE PLANS DESIGNED BY: CHECKED ff WD &.- APPROVED BY: PROJECT NO: SHEET---L— OF — 4 L Ai �Y PLANS PRELIMINAR -S PER!Vff PLAP curs n 1) THE S I GNAL I ZAT I ON PLANS HAVE BEEN PREPARED I N ACCORDANCE WI TH THE FLORI DA DEPARTMENT OF TRANSPORTAT I ON'S DES I GN STANDARDS, DATED 2002. GOVERNING SPECIFICATIONS ARE THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, DATED 2000 AND SUPPLEMENTS THERETO IF NOTED I N THE SPECI AL PROV I S I ONS FOR THI S PROJ ECT. 2) THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THE PROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE CONTRACTOR SHALL NOT I FY THE ENG I NEER 1 MMEDI ATELY, AND PR I OR TO ANY FURTHER WORK ACTIVITY. 3) WHENEVER S I GNAL WORK 1 S BE I NG PERFORMED AT AN I NTERSECT I ON (INSTALLING CONDUIT IN THE STREET, REMOVING EXISTING SIGNAL EQUIPMENT, I NSTALL I NG NEW S I GNAL EQU I PMENT, I NSTALL I NG LOOPS AND RUNS, AND TURN NG ON NEW S I GNALS) WHERE A LANE I S CLOSED AN OFF-DUTY LAW ENFORCEMENT OFFICER SHALL DIRECT TRAFFIC. THE COST OF THE OFF-DUTY LAW ENFORCEMENT OFF I CER SHALL BE I NCI DENTAL TO THE WORK AND WI LL NOT BE PA I D SEPARATELY. 4) DUR I NG NON -WORK I NG HOURS, NO EQU I PMENT, VEH I CLES OR MATER I AL SHALL BE PARKED OR STORED WI THI N 30 FEET (9 METERS) OF THE ROADWAY CARRY NG TRAFF I C. I F THE ABOVE I S NOT POSS I BLE, A STORAGE AREA WI TH PROPER DEL I NEAT I ON AND ADVANCED WARN I NG SHALL BE USED WI TH THE APPROVAL OF THE ENG I NEER. 5) THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY DEPARTMENT AT LEAST 48 HOURS I N ADVANCE OF POLE SETT I NG OPERAT I ONS WHERE A CONFLICT WITH OVERHEAD ELECTRICAL CONDUCTORS IS EXPECTED AND IN ALL CASES WHERE J 01 NT USE POLES ARE TO BE USED. 6) AT THE T I ME OF F I NAL PROJ ECT I NSPECT I ON THE CONTRACTOR SHALL FURN I SH TO THE INSPECTOR THREE COMPLETE SETS OF AS-BUI LT PLANS. ONE SET SHALL BE LEFT 1 N THE CAB I NET FOR THE LOCAL MA I NTA I N I NG AGENCY, ORANGE COUNTY. 7) THE CONTRACTOR SHALL HAVE AN I MSA LEVEL I I CERT I F I ED S I GNAL TECHN I C I AN ON CALL WI TH I N A MAX I MUM OF TWO HOURS RESPONSE T I ME. 8) THE CONTRACTOR SHALL NOTIFY CITY OF OCOEE TRAFFIC OPERATIONS (407-905-3170) AT LEAST 48 HOURS I N ADVANCE OF I NSTALL I NG GROUND RODS, UNDERGROUND CONDUIT, MAST ARM FOUNDATIONS OR SETTING POLES SO THAT THESE OPERAT IONS MAY BE OBSERVED. 9) 1 T SHOULD BE NOTED THAT NO TEST BOR I NGS WERE MADE WHERE CONDU I T RUNS ARE TO BE I NSTALLED BY JACK NG OR TRENCH NG. I T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE JOB SITE CONDITIONS BEFORE SUBMI TT I NG B I D PROPOSALS I N ACCORDANCE WI TH SECT I ON 2-4 OF THE FDOT SPEC I F I CAT I ONS. 10) AS DIRECTED BY THE PROJECT ENGINEER, THE CONTRACTOR SHALL ADJUST CONDU I T VERT I CALLY TO AV01 D ANY POSS I BLE CONFL I CTS WI TH UNDERGROUND UTILITIES. 11 ) ALL CONDUI TS TO BE I NSTALLED UNDER PAVEMENT OR S I DEWALK SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF THE BASE COURSE. 12) ALL UNDERGROUND CONDU I T SHALL BE SCHEDULE 40, 2 1 NCH D I A. MI N I MUM UNLESS OTHERWISE SPECIFIED IN PLANS, EXCEPT ELECTRICAL POWER SERVICE DUCT. 13) THE CONTRACTOR SHALL I NSTALL A CONDU I T STUB WI TH CAP A MI N I MUM OF 12 1 LACHES (30 CM) OUTS I DE THE POLE FOOT I NG COMPLETE WI TH SWEEP UP I NTO THE POLE, I N EACH CONDU I T ENTRANCE I N THE POLE. THE FOOT I NG, TOP OF S I DEWALK, S 1 DE OF POLE, ETC. SHALL BE MARKED WI TH AN APPROPR I ATE ETCHED "X" I N ORDER THAT I T MAY BE READI LY LOCATED FOR FUTURE USE. 14) PULL BOXES SHALL BE PLACED BEHIND CURB AND GUTTER. IF THERE IS NO CURB AND GUTTER, THEN PULL BOXES SHALL BE PLACED AT LEAST 7 FEET FROM THE EDGE OF PAVEMENT. 15) UNLESS SPECI F I ED OTHERWI SE, ALL PULL BOX COVERS TO BE FURNI SHED AND INSTALLED SHALL BE NON-METALL I C. 16) UNDER NO Cl RCUMSTANCES SHALL ENERGIZED CABLE BE PLACED I N THE SAME CONDU IT OR PULL BOX AS LOOP LEAD- IN CABLE. GENERAL NOTES 17) ALL CABLE SHALL BE PULLED I N THE CONDU I T WITH A CABLE GRI P DESIGNED TO PROV I DE A Fl RM HOLD ON THE EXTER I OR COVER I NG OF THE CABLE. A WI NCH WI TH A SL I P CLUTCH SHALL BE USED TO I NSURE THAT THE ALLOWABLE TENS I ON UNI T I S NOT EXCEEDED. AN APPROVED LUBRI CANT SHALL BE USED TO FAC I L I TATE THE PULL I NG OF THE CABLE. 18) THE CONTRACTOR SHALL VER I FY COLOR CODES FOR BOTH S I GNAL AND INTERCONNECT CABLE WITH CITY OF OCOEE BEFORE ORDERING. WIRING DIAGRAMS SHALL BE IN ACCORDANCE WITH CITY OF OCOEE SPECIFICATIONS. 19) ALL F I ELD WI R I NG SHALL BE NEATLY BUNDLED AND CLEARLY I DENT I F I ED WI TH PERMANENT LEGIBLE, WEATHERPROOF TAGS THAT ARE SECURELY ATTACHED TO EACH CABLE. THE TAGGING SYSTEM PROPOSED SHALL BE SUBMITTED FOR APPROVAL WITH THE OTHER EQUIPMENT SUBMITTALS REQUIRED FOR THIS PROJECT. 20) THREE SPARE WI RES ARE REQUI RED PER SI GNAL CABLE. SPARES SHALL BE BOUND AND GROUNDED IN CAB I NET. 21) DUR I NG TRAFF I C S I GNAL FLASH NG OPERAT I ON THE RED ARROW I NDI CAT I ON OF ALL 3 -SECT I ON LEFT TURN HEADS SHALL FLASH. UNLESS SPECI F I ED OTHERWI SE, FLASHI NG OPERAT ION SHALL BE AMBER FOR MOVEMENTS 2 & 6 AND RED FOR MOVEMENTS 4 & 8. 22) NO POLYCARBONATE HOUSING OR MOUNTING HARDWARE WILL BE PERMITTED FOR VEHICULAR OR PEDESTRIAN SIGNAL HEAD ASSEMBLIES. ALL LENSES FOR THESE HEADS SHALL BE GLASS. ALL S I GNAL HEADS SHALL BE BLACK ALUMINUM. TUNNEL VISORS SHALL BE USED ON ALL SIGNAL SECTIONS. PAYMENT FOR TUNNEL V I SORS SHALL BE I NCLUDED I N THE PR I CE OF THE S I GNAL HEADS. 23 � ALL S I GNAL ASSEMBL I ES SHALL HAVE A VERT I CAL CLEARANCE OF 17.5 FEET MI NI MUM AND 19 FEET MAX I MUM FROM THE BOTTOM OF THE ASSEMBLY TO THE ROAD. 241) C I RCULAR DR I P LOOPS (MI N I MUM ONE C I RCLE) ARE TO BE PROV I DED AT ALL AER I AL DISCONNECT HANGER, INTERCONNECT JUNCTION BOX, ELECTRICAL SIGN AND POLE JUNCTIONS. 25) THE USE OF "J ONES" PLUGS FOR S I GNAL I NSTALLAT I ONS SHALL BE PROHIBITED. 26) ALL S I GNALS SHALL BE LED. 27) ANY EXISTING LOOPS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY�'THE CONTRACTOR AT NO ADDITIONAL COST. TEMPORARY DETECTION WILL BE REQUIRED WHENEVER REPAIRS CANNOT BE MADE INA TIMELY FASHION. 28) THE CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE TRAFFIC OPERATIONS (407-905-3170) AT LEAST 48 HOURS I N ADVANCE OF LOOP CUTT 1 NG SO THAT C I TY PERSONNEL MAY CHAULK THE LOOPS AND OBSERVE THE I R I NSTALLAT I ON. 29) ALL TYPE F LOOPS. SHALL BE 6 FEET WI DE BY 40 FEET (LONG AND EXTEND 5 FEET BEYOND THE STOP BAR UNLESS OTHERWISE NOTED IN THE PLANS. 30) ALL DETECTOR LOOPS OR SYSTEM SENSORS SHALL BE CUT ONTO THE ASPHALTIC CONCRETE STRUCTURAL COURSE WHENEVER POSSIBLE. ALL LOOP LEAD -I N CABLES SHALL BE PLACED I N CONDUI T. LOOP LEAD -I N CABLE SHALL NOT EX 1 T THE ROADWAY WI THI N THE CORNER RADI US AT AN I NTERSECT 1 ON. 31 ) EACH LOOP SHALL BE TREATED AS AN I ND I V I DUAL LOOP WI TH SEPARATE LEAD - I NS FROM SPL I CE P01 NT TO CAB I NET TERMI NAL. 32) SH I ELDED WI R I NG SHALL BE USED FOR ALL LOOP LEAD- I N CABLE FROM THE LOOP SPL I CE P01 NT TO THE CAB I NET TERMI NAL. 33) THE CONTRACTOR SHALL USE BELDON TYPE 9438 ROADWAY LOOP WI RE, OR EQUI VALENT TYPE XHHW HI GH DENS I TY CROSSL I LAKED POLYETHYLENE I NSULTED WI RE RATED 600 VOLTS. 34) SECT I ON 660-3.2 OF THE FDOT SPECI F I CAT I ONS I S MOpI F I ED TO REQUI RE THAT ALL SAWCUTS FOR LOOP I NSTALLAT I ON SHALL BE CLEARED OF DUST, DI RT AND OTHER DEBR I S WI TH A VACUUM CLEANER PR I OR TO THE I NSTALLAT I ON OF LOOP WI RE OR LEAD- I N CABLE. ALL SAWCUTS SHALL BE SEALED WI TH AN APPROVED FLEXIBLE EPDXY. 35) SECT I ON 660-3.3 OF THE FDOT SPEC I F I CAT I ONS I S MOD I F I ED TO PROH I B I T THE USE OF TYPE I I I STEEP ASPHALT OR COAL TAR BASE CEMENT TO SEAL TRAFF I C DETECTOR LOOPS. ENGINEER OF RECORD: f DAq HDR Engineering, Inc. 315 E. ROBINSON ST. Employee -owned Suite 400 License ORLANDO, FL 32801 No. 4213 (407) 420-4200 www.hdrinc.com PRELIMINARY PLANS'. PERMIT PL 36) SECT I ON 660-6.2 OF THE FDOT SPECI F I CAT I ONS I S MOD F I ED TO REQUI RE THE I NSULAT ION RES I STANCE OF EACH LOOP TO MEASURE GREATER THAN 100 MEGAOHMS WHEN US I NG A 500 -VOLT DC I NSULAT I ON MEGGER. 37) THE COST OF FURNISHING AND INSTALLING THE FTP -47 & FTP -49 (I NTERNAT I GNAL) S I GNS SHALL BE I NCLUDED I N PAY I TEM NO. 665-11. 38) PUSH BUTTONS SHALL BE CONSTRUCTED WITH MECHANICAL CONTACTS. MI CROSWI TCHES SHALL NOT BE USED. 39) UNLESS OTHERWISE NOTED, ALL REMOVED EQUIPMENT EXCEPT CONCRETE POLES SHALL BE DELIVERED TO THE MAINTAINING AGENCY. THE MAINTAINING AGENCY I So CI TY OF OCOEE TRAFF I C OPERAT IONS 301 N. MAGUI RE ROAD OCOEE, FLOR I DA 34761 (407) 905-3170 SHEET NO. T-31 NAME DATE NAME DATE DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION DESIGNED BY F.L.W. 2/03 DRAWN BY L.S.M. 2/03 CHECKED BY S.E.D. 2/03 CHECKED BY S.E.D. 2/03 SUPERVISED BY: SEAN E. DOHERTY PE, PTOE ENGINEER OF RECORD: f DAq HDR Engineering, Inc. 315 E. ROBINSON ST. Employee -owned Suite 400 License ORLANDO, FL 32801 No. 4213 (407) 420-4200 www.hdrinc.com PRELIMINARY PLANS'. PERMIT PL 36) SECT I ON 660-6.2 OF THE FDOT SPECI F I CAT I ONS I S MOD F I ED TO REQUI RE THE I NSULAT ION RES I STANCE OF EACH LOOP TO MEASURE GREATER THAN 100 MEGAOHMS WHEN US I NG A 500 -VOLT DC I NSULAT I ON MEGGER. 37) THE COST OF FURNISHING AND INSTALLING THE FTP -47 & FTP -49 (I NTERNAT I GNAL) S I GNS SHALL BE I NCLUDED I N PAY I TEM NO. 665-11. 38) PUSH BUTTONS SHALL BE CONSTRUCTED WITH MECHANICAL CONTACTS. MI CROSWI TCHES SHALL NOT BE USED. 39) UNLESS OTHERWISE NOTED, ALL REMOVED EQUIPMENT EXCEPT CONCRETE POLES SHALL BE DELIVERED TO THE MAINTAINING AGENCY. THE MAINTAINING AGENCY I So CI TY OF OCOEE TRAFF I C OPERAT IONS 301 N. MAGUI RE ROAD OCOEE, FLOR I DA 34761 (407) 905-3170 SHEET NO. T-31 ISIGNAL HEAD DETAILS l 2 1 r --I l 4J l 6J �511 21 Y j1 It 11 I/ice It G 11 i1��r_/I1 G 11 EXISTING EXISTING -a INE 0E1D (650-51-.311 C650-51-.311 650-5/-51/ I AS. REQ'D. IAS. REQ'D. 3 AS. REQ'D. PEDES TRIAN HEAD DE TA ILS EXISTING OVERHEAD S TREE T NAME SIGN 24" LEFT TURN i I ------------- I ----- r--------------- �- YIELD I A�I I �B) I B�C7%ICWO�CI Ave • I �� I GN GREEN 30" SR 50 � _ _-_� I �--� I- ---------- I --� I ------------------ EXISTING ----------- - I EXISTING EXISTING I I ------j MOVEMEN T DIAGRAM 700-46-15 (EXISTING) INITIAL CONTROLLER TIMING PLAN TIMING INTERVAL TIMING FUNCTION 1 2 3 4 5 6 7 8 MINIMUM GREEN (INITIAL) 4 10 - 4 4 10 - 4 EXTENSION (PASSAGE) 2 12.5 - 2 2 2.5 - 2 MAXIMUM GREEN I 12 49 - 15 12 49 - 38 MAXIMUM GREEN II 12 49 - 15 12 49 - 38 YELLOW 4 5 - 4 4 5 - 4 ALL RED 1 1 - 1 1 1 - 1 PEDESTRIAN WALK - 7 - _ - 7 - 7 PEDESTRIAN CLEAR 25 25 30 DETECTOR FUNCTION - LOCK - NL NL LOCK - NL RECALL - MIN. - - - MIN. - - SPECIAL SIGNALIZATION NOTES I. SPIRAL WRAP SHALL BE USED TO FASTEN SIGNAL CABLE TO THE MESSENGER WIRE. 2. INSTALL RIGID GALVANIZED CONDUIT RISER ON EXISTING CONCRETE STRAIN POLES IN ORDER TO ACCOMMODATE SIGNAL CABLE RUN AS INDICATED IN THE PLAN. 3. USE EXISTING PULL BOX AND CONDUITS FOR LOOP LEAD—IN WIRE. SET NEW PULL BOX AND REROUTE SPARE CONDUIT FROM EXISTING PULL BOX TO NEW PULL BOX TO ACCOMMODATE NEW SIGNAL CABLE. 4. CONTROLLER MODIFICATIONS TO INCLUDE ALL WIRING CONNECTIONS AND ENTRY OF NEW PHASING AND TIMINGS. 5. DELAY DETECTORS TO BE SET AT 5 SECONDS. 6. THE CONTROLLER MODIFICATIONS SHALL INCLUDE ALL LABOR, MATERIALS9 AND REWIRING NECESSARY FOR MODIFICATION OF THE SIGNAL OPERATING PLAN & SIGNAL TIMING SHOWN rN JJ (62 LF) ( 630-1-12 EXISTING CLASS 6, 653-18i 42' CONC. POLE 2 AS. REQ'D. (25 LF) 630-1-11 (/ AS) 653-181 (1 EA) 665-11 --------------- �. . (3 EA) 660-1-101 I� J J J (2 EA) 660-1-102 670-5-410 S 2 G P -----------------------------� D 0 0 632-7-/ o SR 50 (COLONIAL DRIVE) — --- -- — — — — ——— — — — — — - - L DELAY 6F - 6D /65' � sg 60' I ! 0 � o -�E �C r - I o E /P —� `P8' 3 -� pp QQ 8 3 LUJ I—VJ ro /� Ili Ili I nnnlnnn nnn nnn EXISTING CLASS 69 42' CONC . POLE II SIGN I "WALMART" l� 632-7-1 �Ali Ili P2 r77 JI 7 I--' 555-1-1 (190 LF) 632-7-1 ) (/ PO EXISTING CLASS 6, 41' CONC. POLE 630-I-11 (25 LF) 653-I8I (I AS) 665-11 (1 EA) (135 EA) ( 630-1-12 - F M= --- - --I--�.-------- - -T_ 60' L -2A II I I I L -2g II �811� ----------------- I � / c �� I � l�i�l ill i�1 III ► I � I III III I I �` II � III III I j 1 I III ° i I/I/ II I U U� II 00), \( I I I I iiv i nc DATE ruvv�. BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION NAME DATE NAME DATE DESIGNEDDRAWN BY F.L.W. 2/03 BY L.S.M. 2/03 CHECKED BY I S.E.D. 2/03 CHECKED BY S.E.D. 2/03 SUPERVISED BY: SEAN E. DOHERTY PE, PTOE B1ackW000\PLANbbU4.agn Ui/u1/eUUJ IU:dU:JV HM ENGINEER OF RECORD: HDR Engineering, Inc. fDqA 315 E. ROBINSON ST. Employee -owned Suite 400 License ORLANDO, FL 32801 No. 4213 (407) 420-4200 www.hdrinc.com • � � r � �, I-. I� � � :� � g ,Vi=e 1 a..) J PRELIMINARY PLANS PERMIT PLANS W.',STRUCTION SHEET NO. T-4 (7 EA) 635-1-I1 (180 EA) 630-1-I2 70' ------------- 555-1-1 --------- —555-1-I (50 -LF) 1 \ - - - 1� /65' 1 � 1 L -2C /65 L -2E — — — L -2D ---------------- -------- (6 AS) 660-1-102 --- (6'x6') --- -- EXISTING CLASS 6 4/ CONC ° POLE REMOVAL ITEMS: 690-10 (4 EA) 690-60 (l EA) 0 18. ALL UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE NO.95-17,WHICHREQMRESPEDESTAL-MOUNTED. UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5' FORWARD OF THE FRONT BUILDING; SETBACKLINE,ONALLRESIDENTtALLOTS WHICH ARELESSTHAN70'IN WIDTH, WHERETHELOTS ABUTTHESTREET RIGHT-OF-WAY. 19. ALL ACCESS RIGHTS TO TRACT "L" FOR ALL SINGLE-FAMILY LOTS ADJACENT THERETO SHALL BE DEDICATED TO THE CITY. ® ® 20: STREET LIGHTS WILL BE INSTALLED BY THE DEVELOPER, AT THE DEVELOPER'S SOLE COST AND EXPENSE, PRIOR ® TO A CERTIFICATE OF COMPLETION BEING ISSUED, AND THE COST OF OPERATIONS WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. UB 3 P R�D) ® 21. PURSUANT TO ORDINANCE NO. 2001-18 ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME.OF THE SUBDIVISION.. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE. APPROVED BY THE CITY COMMISSION. 22. ALL BUILDING SETBACKS FROM ALL RETENTION AREAS SHALL BE 30 FEET FROM TOP OF BANK IN SINGLE-FAMILY PARCELS. 23. THE ROAD NETWORK WITHIN TRACT "A" AND TRACT "B" (THE SINGLE-FAMILY RESIDENTIAL TRACTS) WILL NOT CONNECT TO.CROOKED CREEK DRIVE TO. THE WEST OR BLUE SPRUCE DRIVE TO THE EAST. 24. EXCEPT WHERE OTHERWISE PROVIDED,THEDEVELOPMENT STANDARDS FOR RI-AAZONINGWILLAPPLYFORALL •> SINGLE-FAMILY RESIDENTIAL TRACTS. 25. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. BACK SLOPES TO THE NATURAL GRADE ON THE OUTSIDE OF PONDS MAY HAVE SLOPES UP TO 3:1. - 26. ALL SINGLE-FAMILY LOTS ABUTTING MONTGOMERY AVENUE SHALL HAVE A &FOOT PVC FENCE WITH BRICK COLUMNS INSTALLED IN AS -FOOT EASEMENT ALONG THAT ROAD. 27. SHADE TREES (MINIMUM 2.5" DBH WHEN PLANTED) SHALL BE PROVIDED AT AN AVERAGE OF 50 -FOOT INTERVALS ALONG BOTH SIDES OF MONTGOMERYAVENUE FROM THE NORTHERN EDGE OF THE SINGLE-FAMILY SUBDIVISION ALL THE WAY TO BLACKWOOD AVENUE. TREESADJACENT TOSINGLE-FAMILY LOTS SHALL BE INSTALLED BY`FHE ,.. LOT OWNER ADJACENTTOTRACT „C" THE MULTI-FAMILYTRACT DEVELOPERSHALL INSTALLTHE TREES AT THE TIMETHATPARCELDEVELOPS. THE DEVELOPERSHALLINSTALLTREESINALLREMAININGAREASATTHETIMEOF ROADWAY CONSTRUCTION. 28. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100 -YEAR FLOOD ELEVATION BY A MINIMUM OF ONE FOOT. 29. ALLTRACT5WIUCHARETOBEOWNEDANDMAINTAINEDBYTHEHOMEOWNERSASSOCIATIONSHALLBECONVEYED TO THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 30. RECREATION AMENITIES, MEETING THE CITY'S LDC REQUIREMENTS, SHALL BE PROVIDED IN THE SINGLE-FAMILY AREA. 3I. ALL.DECLARATIONOFCOVENANTSANDRESTRICTIONS AFFECTINGTHEPROPERTYSHALLINCLUDETHEFOLLOWING PROVISIONS: & B AT A. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATIONS FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. TRACT,q% A D. PROVISIONGRANTINGTHZCIT-YTHL.BIGHT,BMNOTTHE.OBLIGATION,TOMAINTAIN/REPAIRTHESWMS AND OBTAIN RZIMBE=0Wff FROM THE ASSOCMATION,OR MWM THE DEVELOPSR IF %TURNOVER OF CONTROL TO THE MEMBERS HAS NOT OCCURRED, OR (u) IF THE DEVELOPER IS STILL RESPONSIBLE FOR ^••• 1 `0 �✓ I /'1 1 MAINTENANCEOFTHESWMS, p-�y7Fp� �^ C. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE �F, "n�i31 f PLANS }° OPERATION/MAINTENANCE ENTITY ACCEPTABLE TOTHE CITY IN THE EVENT OF DISSOLUTION AND THAT !!! 1 ` 96 IFDISSOLUTIONOCCURSWITHOUTSUCHAPPROVALTHENTHECITY MAY CONTINUETOLEVYANDCOLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDINGTHE DISSOLUTION OF THE 5t, ERA -4111-P, AI d 4 P I f1 ,p I ; S ASSOCIATION. ` ' 1r J D. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. z, t E. PROVISION THAT AT.THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANTSHALL DELMRTO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FORTHE SWMS ACCOMPANIEDBY ANENGINEER'S CERTIFICATIONTHATTHESWMSIS FUNCTIONINGINACCORDANCE WITH y �`+ "• r'. > > �. 9 / S A ALLAPPROVEDPLANSANDPERMITS. TO THE EXTENT THATANYSUCH ENGINEER'S REPORT INDICATES ANY ® I CORRECITYEACTIONISRMMREpTHERECLARANTSHAILLBFUQUIRT;DTO..DILIGENTLYUNDERTAIMSUCH CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION 13 FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. F. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. G. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. H. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE F.ORGOINGTROVISIONS.. OC 32. UNLESS OTHERWISE NOTED,AS'UTILITYANDDRAINAGE EASEMENT WILL BE PLATTED ALONGALLSIDE LOTLINES, AND A 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT -OF WAY. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO CITY BE PRESERVED. 33. THE 6' FENCE AND THE 5' EASEMENT AREAS WITHIN TRACTS "A" AND "B" ALONG MONTGOMERY AVENUE SHALL BE MAINTAINED BY THE PROPERTY ASSOCIATION, EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE HOUSE SIDE OFTHE FENCE SHALL BE MAINTAINED BY THE INDIVIDUAL LOT OWNERS. THE LANDBURDENED BY THE EASEMENT CONDITIONS OF A P P R ®VA L SHALL BE OWNED BY THE INDIVIDUALLOT OWNERS. TILITIES VICI ITY I I �A 1P P 34. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO LEGALDESCRIPTION i e THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT, 35. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREE WITHOUT FIRST 1. STATEMENT OF INTENT: OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE THE LEGAL DESCRIPTION PROVIDED BELOW IS THE LEGAL DESCRIPTION FOR THE ENTIRE OCOEE COMMONS I i MINIMIZEDTO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTEDTO REMOVEATREETHE APPLICANT REQUESTSFINAiSUBDIVISIONPLANAPPROVALFORTHEOCOEECOMMONSPUDAmFORTRACTS s IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE SPECIMEN AND HISTORIC TREES. PUD PROPERTY. THE PROPERTY WHICH IS PART THESE ASH TON PARK FSP PLANS IS CONTAINED WATER SEWER CITY OF OCOEE A AND B, THE SINGLE-FAMILY SUBDIVISION AREA KNOWN AS ASHTON PARK. THE APPLICANT PROPOSES TO WITHIN THE OCOEE COMMONS PUD PROPERTY ANDD COMPRISES JUST THE SINGLE-FAMILY PORTIONS OF B! CoxsTRUcrsuBDtvmoNINFRAsTRucrumEaeRovEmNTs1NACCORD,ANCEWffHTHECONDITIONSOFAPPROVAL 36. EXISTING TRESS 8" OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED ALONG PROPOSED THE OCOEE COMMONS PUD PROPERTY (TRACTS A & B). 150 NORTH LAKESHOR E DRIVE SET FORTH BY THE CITY AND APPROVED BY THE CITY COMMISSION AT THEIR DECEMBER 16, 2003 MEVIANC. LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE. THE SUBDIVISION INFRASTRUCTURE IMPROVEMENTS INCLUDE UTILITIES, PUBLIC, ROADWAYS AND PRIVATE CROSS- £ BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED COMMENCE AT THE SOUTHEAST CORNER OF SECTION 20. TOWNSHIP 22 SOUTH, RANGE 28 EAST; OCOEE, FLORIDA 34761 ACCESSDRIVES,STATEROAD50DRIVEWAYCONNECTION3,TfJRNLANES,ANDATRAMCSIGNALMODIFICATION;AND LANDSCAPE BUFFERS AND AS STREET TREES. A "MASTER" STORM WATER MANAGEMENT SYSTEM. THE SUBDTVISIONIMPROVEMENTS WILL SERVETHE VARIOUS RUN THENCE N89'28'55"W A DISTANCE OF 995.69 FEET; RUN THENCE N 00'23'10" E A (407) 905-3100 DEVELOPMENT TRACTS WITHIN THEPUD. THE APPLICANT WILL ALSO CONSTRUCT SUBDIVISION IMPROVEMENTS ? 37. THEF[NALGRADINGPLANWHLPRFSERVEEXISTINGGRADESONINDIVIDUALLOTSCONTAININGPROTECIEDTREES DISTANCE OF 69.51 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF COLONIAL DRIVE CONTACT' MR. DAVID WHEELER ORLANDO STREET ¢ WHITE ROAD FOR TRACTS AAND B,ASHTONPARK SINGLE-FAMILY SUBDIVISION CONCURRENTLY WITH PUDIMPROVEmnus. AS MUCH AS POSSIBLE. (STATE ROAD 50). SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE N 8923'37" W 2. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BECONSISTEN:WITH 38. INORDERTOENSURETHATASMANYEXISTINGTREESASPOSSIBLE WILLBEPRESERVED,ALLROADRtGHT-OF-WAYS ALONG SAID NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 331.93 FEET TO THE SOUTHEAST }. THE REQUIREMENTS OF THE CITY OFOCOEE CODE. CORNER OF LAKE BENNET CENTRE AS RECORDED IN PLAT BOOK 35, PAGES 126 AND 127, PUBLIC • BELLSOU TH (� ? AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY AND THE ENGINEER PRIOR IL ANY TREE P H ON E! T REMOVAL. NOCLEARINGPERMITSWILL BEISSUED FORSTPE WORKORBUILDINGCONSTRUCT IONUNTILAILTREES 3. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER "s TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. RECORDS OF ORANGE COUNTY, FLORIDA; THENCE N00'21'46"E ALONG THE EAST LINE OF SAID 500 N. ORANGE AVENUE, STE 360 Q $ 163 MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO , LAKE BENNET CENTRE A DISTANCE OF 1281.33 FEET; THENCE N 8848'49' W A DISTANCE OF LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE 39. REMOVALOFEXISTINGPROTECTEDTREESWILLBELIMITEDTOCLEARINGRIGHT-OF WAYANDRETENTIONAREAS 8.45 FEET TO THE CENTERLINE OF CALIFORNIA AVENUE; THENCE N 0038'39" E ALONG SAID ORLANDO, FLORIDA 32801 Z[>: 0 LEGISLATION AND NOTHING HEREIN SHOULD BE CONSIDERED AS SUCH AN EXEMPTION. # AS DETAILED IN EACH FINAL SUBDIVISION PLAN. ALL EXISTING PROTECrED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME A BUILDING PERMIT IS ISSUED FOR THAT LOT TO DETERMINE WHETHER OR NOT EACH CENTERLINE A DISTANCE OF 1127.25 FEET; THENCE S 88'11'34 E A DISTANCE OF 30.01 FEET 1407) 237-3080 p F- 4. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LOCATIONS p TREE NEEDS TO BE REMOVED. TO A POINT ON THE WEST LINE OF LOT 17, TOWN OF OCOEE, AS RECORDED IN PLAT BOOK A, CONTACT' MR. NICK FARTS. o SHOWNONTHEPLAN. ® ♦ 40. NOTHINGHEREINSHALLBECONSTRUEDTOWAIVEANYPROVI5IONOFTHELANDDEVELOPMENTCODEEXCEPTTO PAGES 100 THROUGH 101, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; N0038'39"E ALONG �O 5. STORM WATER MANAGEMENT SHALL BE PROVIDED FOR ALL PARTS OF THE PUD WITHIN A MASTER STORM WATER I THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. SAID WEST LINE A DISTANCE OF 170.19 FEET TO THE SOUTH RIGHT OF WAY LINE OF GENEVA STREET;ITE �C MANAGEMENT SYSTEM. s SOUTH RIGHT :OF WAY LINE A DISTANCE OF 667.17 FEET; THENCE . PROGRESS ENERGY V ,j„„ ,:,, N 41. WITHIN TRACT "A", THE SOUTHERN BOUNDARY OF LOTS I THRU 7 SHALL BE CONSIDERED THE FRONT SIDE. THE ]INEff 10101 EFM COMLIOR"qm P D OF FLORIDA THENCE S88'21'09"E ALONG SAID SO ;W<; :;< ;.,:,..,,v;,;,, �(/ 6. APERPETUAL,NON-EXCLUSIVE EASEMENTFORACCESSOVERALLINTERNALROADWAYSAMPAVEDAREASSHALL ¢ ACCESS RIGHTS FOR LOTS ITHItU7TOGENEVA STREET SHALL BEDEDICATED TOTIiECITY. THE ACCESS RIGHTS THENCE N00.33'04"E A DISTANCE OF 30.01 FEET TO THE CENTERLINE OF GENEVA STREET; THENCE EIEC "`ICO 425 E CROWN POINT ROAD BE GRANTED IN FAVOR OF THE CITY OFOCOEEANDOTHERAPPLICABLEAUTHORITIESFORLAWENFORCEMENT, FORLOTSIAND28TOCALIFOI2NIAAVENUESHALLBEDEDICATEDTOTIIECITY. WITHIN TRACT ACCESS CENTERLINE A DISTANCE OF 637.11 FEET THENCE S00'2T27"W ALONG THE 4' I=, AND OTHER EMERGENCY SERVICES. # RIGHTS FOR LOT 58 TO BLUE SPRUCE DRIVE SHALL BE DEDICATED TO THE CITY. S 88'21'09" E ALONG SAID CEFLORIDA34787 ,..AINE STREET WINTER GARDEN FLO EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 1989.29 FEET: THENCE "�-- �/ 7. ALL LEGAL INSTRUMENTS,INCLUDINGBUTNOTLIMTTEIITO,THEDECLARATIONOFEASEMENTS,COVENANFSAND N 89'09'40" W A DISTANCE OF 332.18 FEET; THENCE S00.26'01"W A DISTANCE OF 596.59 FEET ATO THE 1407) 905-3303 01 C? RESTRICTIONS,ASSOCIATIONDOCITMENTS,ANDDEEDSCONVEYINGPROPERTYrOAHOMEOWNER'SASSOCIATION THE NORTHERLY RIGHT OF WAY LINE OF COLONIAL DRIVE (STATE ROAD 50); THENCE N 89'23'37 W ALONG CONTACT' MR. JEFF ZAHARIS ORPROPERTY OWNER'S ASSOCIATION, SHALL BE APPROVED BY THE CITY PRIORTO PLAT APPROVAL AM SHALL COMPLY WITH ALL ORDINANCES OF THE CITY IN EFFECT AT THE TIME OF RECORDING OF ANY SUCHINSTRUMENT. 2 SAID NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 663.86 FEET TO THE POINT OF BEGINNING. "9 HE CONTAINS 3,236,147 SQUARE FEET OR 74.2917 ACRES MORE OR LESS. ®�• LAKE APOPKA NATURAL GAS �L S. ANY DAMAGE CAUSEDTO TYPUBLIREDBYTC ROAD SARESULTOFTHECONSTRICABLEGOVERNION ES GOVERRELATENMENT RDS AT ; GAS** �� .THE DEVELO�PELR BE S SOPROMPTLY E CO3T AND EXPENSE. 9. THE DEVELOPERTO THE APPLICABLE GOVERNMENT STANDARDS AT 1 AR N FLORIVINELDA ROAD �/� INDEX OF SHEETS, WINTER GARDEN, FLORIDA 34777 rOLONIAL DRIVE •Y STATE ROAD 5O 9• A MASTERASSOCIATIONORONEORMOREHOMEOWNER'SASSOCIATIONSORPROPEATYOWNER'SASSOCIATIONS G WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT OF ALL COMMON AREAS AND FACILITIES, UNLESS PERMITS (4O7) 656-2734 OTHERWISE NOTED AND SHALL COMPLY WITH ALL ORDINANCES OF THE CITY IN EFFECT AT THE TIME 'OF /� RECORDING OF ANY SUCH INSTRUMENT.. CONTACT: MR. RICK GULLETT OLD 10, A COPY OF THE MASTER SUBDIVISION PLAN SHALL BE AVAILABLE FOR REVIEW By PROSPECTIVE BUYERS IN ALL RESIDENTIAL SALES OFFICES. � /� BRIGHT HOUSE NETWORK c� O�R�EN ROAD 11. APPROPRIATE SIGNAGE WILL BE PROVIDED ON NON -SINGLE FAMILY RESIDENTIAL PARCELS AS NOTIFICATION TO 1 CO MGR SHEET CITY OF OCOEE. FINAL SUBDIVISION PLAN & PLAT APPROVAL CABLE' 844 MAGUIRE ROAD 00 � A� FF 32SQU REFS TANDPLTCEDINLO ATIOFTHEIROVEDByTE CITYO OCOES.SIGNAGEWILLBEAMINIMUM �` OF 32 SQUARE FEET AND PLACED IN LOCATIONS APPROVED BY THE CITY OF OCOEE. OCOEE, FLORIDA 34761 g z PRE5A5� 12. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, BILLBOARDS; POWER LINES, EXISTING AERIAL AND UTILITY EXISTING CONDITIONS CLEARING PLAN St. JOHNS RIVER WATER MANAGEMENT DISTRICT (407) 532-8509 v �� 4P� FACILITIES)WILLBUSES, EDANDfOR1ERMINATEDPRIORTOORDURINGCONSTRUCrIONOFTHEDEYELOPMENT 3 MASTER ER SUBDIVISION PLAN Y R� RO � REPLACING THOSE USES. STANDARD GENERAL ERP, CONTACT: MR. MARVIN USRY m � ��'C��.(� R 13. ALL ROADS WILL BE DEDICATED TO THE PUBLIC UNLESS OTHERWISE NOTED - (STANDARD 1 ✓ 14. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL 4-' PLAN & PROFILE SHEETS RIGHTS-OF-WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE FLORIDA DEPARTMENT OF ENVIRONMENTAL PR 0 CTI ON ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE 8 LOT & BLOCK GRADING PLAN PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE TIME A HOUSE IS CONSTRUCTED ON THE LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN SE R CONS U CTI ON PERMITS) LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE m. - (WATER ` CONSTRUCTED. SIDEWALKSADJACENTTOCOMMONARI+.ASSHALLBECONSTRUCTEDATTHETIMEOFPERMANENT 1 CONSTRUCTION OF ADJACENT COMMON AREAS. 9 STANDARD DETAILS 15. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 200149. (( { ? DEPARTMENT OF NVIRONE TAL PRO CTIO 10 WATER &SEWER DETAILS I SERVICES) - FL DA EP 16. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, I j BE K STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). MAR 2 �1 0, 0 � t 11-12 SPECIFICATIONS ., , G,{ (NPDES PERMIT, 37. THE TIME FFLATING.ASTATIOLIFTST TIONSDONTHEPROPERTYTHEYWILLINYLcHEYEINxFENC,WITH - THE TIME OFPLATTING. ALL SUCHLIFTSTATIONS SHALLBE FENCED WITHBLACK, VINYL CHAIN-LINRFENCE, WITH � POSTS AND RAILS PAINTED BLACK, AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT 13 - STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM, TRACT F IMPROVEMENTS ARC ITECT EOT CHNICAL E GI EER Sl1 VY O ER: DEVELOPER/APPLICANT: PREPARED DY: LANDSCAPE ORTUS OASIS BECHTOL ENGINEERING ACCURIGIyA S OF OCOEE COMMONS, LLC USTLER-FAGA INC. STING, INC. OF OR FIDO, IN,* esi n ervice rou nc, Site Planning • Consulting Engineering • Environmental Permitting 1425 BERKSHIRE AVENUE 605 W. NEW YORK AVE, SUITE A 2012 E. ROBINSONTRE T 236 PASADENA PLACE 1152 SOLANA AVENUE Florida Board of Professional Engineers Certificate of Authorization Number: 4220 LATER PARK, FLORID 32789 DELAND, FL. 32720-5243 OR D , FL 32803 ORLANDO, FL 32603 WINTER PARK, FL 32769 362A SOUTH GRANT STREET 622-48(386)734-8 (407) X94-631 � : 7) 841- 266 c407) 629®9449 LONGWOOD, FL®RADA 32 50 (407) • _ - FAX:(407)®3777 • �� 6 &9®9421 FAX:(407)629-6274 (407) 331-3773 FAX: ( 7) 622 87 FAX: (386) 734 8541 FAX*(A(0 , • _ FAX. (407) 260-0470 E-MAIL: spa a as ortusoasis.com E-MAIL: tblObechtollcomE-MAIL: accuse a ol.com E-MAIL: designservic rthlink.n t CONTACT: STEPHEN PATEGAS, ASLA CONTACT: THOMAS BECHT L, P.E. CONTACT: FRANK RA GoD JR. PLS CONTACT: MR. BIL FAGAN CONTACT: MR. BILL FAGAN-�� CONTACT: ROLA LD HENSON I!, PE FLORIDA REGISTRATION NO.: 34836 t NOTE: TOPOGRAPHIC CONTOURS• 0 PARKSINGLE—FAMILY SUBDIVISION DEVELOPMENTj ■ BASED ON COMPLETION PUDSITE MASS GRADING,; SUBDIVISION CONTRACTOR. DO NOT REFLECT CURRENT "EXISTING" CONDITIONS. ' GRADING ■ 1' TRACTS WILL BE CONSTRUCTIONCOMLETED BY THE PUDS CONTRACTOR PRIOR TO COMMENCEMENT OF OF INDIVIDUAL IMPROVEMENTS. OO Cvi10 � Q �o r'1�7 00'1 '4cN� �mA U�Z..er..'.;F..S._ t;.f..Z eif"x £.,'f .,r fi t*N'10'k N ��71 ) II V� o•an ti OD Cil \ �•i Z F i'• - F — i -C O a Z k : i iN si C MS � t £ as t.. 1.. €..1 l 1...':'.'£: J i� r ,i.� i '� � ?"', , i � i... � �. ,� t' t.! .",.:r'.,:. ,r•"'.e`-?; i i..,, &... � � : Ii.I � "��`J�1t �` � j i = j •. 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D&M - DEED/DESC & MEASURED Ld a fy DESC - DESCRIPTION a OW - DRIVEWAYR W � �1'- CL- - ELECTRIC METER (/y > EB - ELECTRICAL BOX W ESMT - EASEMENT W w E/P - EDGE OF PAVEMENT 0� FFE — FINISHED FLOOR ELEV. 4" H- FIRE HYDRANT p L - FLOW LINE t, Q \ 1 FND FOUND - FO \ Q) -G- - GAS LINE - GAS METER N - GUY WIRE ANCHOR HANDICAP PARKING HCR - HANDICAP RAMP INV - INVERT ELEVATION IP - IRON PIPE KJ C L - !RA C ON RE LENGTH LP -LIGHT POLECO LSA - LANDSCAPED AREA " MEAS = MEASURED ®- MITERED END SECTION W O MANHOLEMONw �. ®D - NAILIT & DISK ORING WELL O c� OLE -OVERL N D ELECTRIC LL_ �z�C ORB -OFFICIAL RECORDS BOOK Ww �•,,�+� (P) - PLATr PC - POINT OF CURVATURE Q O PEP - PER ENGINEERING PLANS W '4 i PI - POINT OF INTERSECTION POB - POINT OF BEGINNING Lda Ay �.� �• POC - POINT OF COMMENCEMENT PP - POWER POLE P5 -PARKING SPACES '`I PT - POINT OF TANGENCY^ [� • . PVC - PLASTIC PIPE R -CURVE RADIUS RCP -REINFORCED CONC, PIPE R/W - RIGHT OF WAY SAN - SANITARY LINE SN - SIGN 00.00 - SPOT ELEVATION -SO- - STORM/DRAIN LINE STMH - STORM MANHOLE ❑ - STORM INLET z `� TO - TOP OF BANK Q TP - TRAFFIC POLE -'- - TRAFFIC SIGN TR - TELEPHONE RISER TSB - TRAFFIC SIGNAL BOX ^� TV - CABLE TV RISER - TYPICAL UE `� UE -UTILITY EASEMENT Z UNTL - UNDERGROUND TELEPHONE — (� -W- - WATER LINE L•�y WF - WOOD FENCE Q -0- - WATER METER W 104- WATER VALVE 0�d 48o U) o F o 0 CD 0 0 z c w RONALD HENSO II PE, FL. REG. NO.34636 DESIGN I DRAFT CHECK RMH DSG PROJECT NO. 01054T DATbCTOB ER, 2001 SCALE 1 » _ 6 0 SHEET 2 OF 13 O V c— �o t (D N �Z c: c: O o N t— LO 0) _o OW t,U O o � � C'7 m C Q Q Lu y— o t— z N a r N 0 c:O t= 4V- J C� G N U w o = [] � cW 1 1 00 N W Q� 0 V) o CV C O* -0z x O •N c� 0 a UI m e 0) o C? ' M �+titr� 0 m o a N � 6 0 tl, RONALD HENSO II PE, FL. REG. NO.34636 DESIGN I DRAFT CHECK RMH DSG PROJECT NO. 01054T DATbCTOB ER, 2001 SCALE 1 » _ 6 0 SHEET 2 OF 13 c NOTE: 4' CONCRETE SIDEWALK TO BE CONSTRUCTED BY HOMEBUILDER AS EACH LOT DEVELOPS. R tW 50' RIGHT-OF-WAY R it (ILI 4' 1 6' _ 21, 24' PROPOSED 2-1 6s 1 4# li is C4 CONC. ln MINIMUM TYPE S-1 BASS bONC S/W SOD ASPHALTIC CONCRETE SOD S/W 4. 7.5' ,--MIAMI CURB, TYP. 1 N v, 2% Q) 2% 2'7 CAO X CAD 6" LIMEROCK BASE. COMPACTED TO 98% R 36" IN. NSITY PER AASHTO T-180 ZONING: Rl-AA COVER 12" STABILIZED SUBGRADE, COMPACTED TO 95% PROPOSED WATER MAIN LAND USE: LOW i!i MAX. DENSITY PER AASH T-180, TOP 6" FBV 50 Q� DENISTY RES. PROPOSED SANITARY GRAVITY MAIN L2% I EROCK BASE. COMPACTED MAX.X_ DENSITY MAIN �� PER A LM MA DEN P STABILIZED ZE SU�Gj��DE C Uri NTS LOCAL STREET TYPICAL ROAD SECTION AIR C" E _7(') 9 2 L 0 -'R FA.RCE PALLF0 [A-( I -7 d? f", -AT 01) A VE. 60 RIX pfi 12 .112' 121,4' �7 . . ..... . ..... 0 i_ - -.1---M @ 0 EYVEVA S 75' MIN. LEGEND BB - BOTTOM OF BANK BC - BACK OF CURB BM - BENCHMARK BPC - BURIED POWER CABLE t04 CALC CALCULATED Z I C&M CALCULATED & MEASUREL 0 18 CENTRAL ANGLE 0 LLJ >_ 0 CBW _J; t - CONCRETE BLOCK WALL U, M V) I.- _j U) CF CONCRETE FLUME m I_ 0 CHW CONCRETE HEAD WALL I- Z CLF CHAIN LINK FENCE Z LLJ ZONING: Rl -AA CENTERLINE LLJ CM CONCRETE MONUMENT M < 5' UTILITY & DRAINAGE :2 0 CMP CORRUGATED METAL PIPE R LAND USE: SINGLE FAMILY RES. NT, SIDES & CO CLEAN OUT z ou EASEMENT, CONC - CONCRETE 0 0 >_ C/) T N, REAR, 10' FRONT 0 >- P- 'nr COVD -COVERED > F_ "T' PR 29, PG 84 CP - CONCRETE PAD < 1110 UJ ' CW CONCRETE WALKWAY In 7DE DRAINAGE EASEMENT ix .5SIDE D&M DEEDIDESC & MEASURED X WSETBACK DESC - DESCRIPTION 9p - DUMPSTER s Uj OW DRIVEWAY U) L 5 J -A V . !" r� I r) G LLJ <D ELECTRIC METER > Li C�WRB 6,, _36, PIC3 26836L el - ELECTRICAL BOX EB ESMT - EASEMENT LAJ F'. N7 EIP EDGE OF PAVEMENT a. CL !"N 4 Af?EA F- C) FFE FINISHED FLOOR ELEV. z :c FIRE HYDRANT Lo T8 0 CN t rL FLOW LINE __j LLJ FNO FOUND Ll- ------Ui -G- GAS LINE erdl*l r -'AC AAFTVP .......... --------------- 1. :L .... ............ .. GUY WIRE ANCHOR pp HANDICAP PARKING U. S 88021 `09 -Sol T 7' -1 B, V . ...... 6 7.171 D&M .4 100' 84.5' 84.5" .J•3 T -1 T 84.5 84.5 9 2.5' I Q) qc 7F 00 1 1 � - F co co 8801134 E 0 .-A 30.01 D&M L J o c I 77. 9t, ;70.9,€_££', r,7 A 14 J A b .i37.6 69 30' 69.6 "k 71.1' C) c� 07 00 cyl jul (At -120' J 0 c, L �� T k -7. 112 100 % N 'J86.3' oz oz{, `,;; 86' 78.5' 78.5 55.3 ' \ co CID Qo c0 0 cylCTI t CA al -P (yl Cil N) C)l ul �1�557�0 N Pt, Lf - p N - 80.5 91 =J!� A T v Z-/ U) N-4 .' F� 0 L l 20-)J 667 75 78.1;p 71 - _ ___i F__ __1 _f_z_ ---I r - -_^-.0 \mac T F_ Q0 P-1 20 25 _T] 1'-] 6 > > I I- 75.1 90 56 uo 0 L 0 30,2) 83.5 ) (z) 14 Co l0') �T cz > Cil __7 00 .� :.. cis 0) � ,;� / -P ,.... 0-1 77s, 0N 1> I 7 t: v 61j N U.1 0 .7 (b 0) r01 6 6 rLn > Q0'---� 'T 0-) > 5. D R 00 c EN QN Al N4 \ J C) cf) 0-112.0 5. C) 101.0 Do 0 . N") 1 _�j 01 102.0 F9 �eu CID 1010 2,010- U) . C) 0 Cli F9 c _u N cn pp �10 r- Uz q F I > Co SERVIC b R / HCR HANDICAP RAMP TYPICAL INV INVERT ELEVATION 0) 797 IP IRON PIPE . .......... IR IRON ROD 78. 78.5 78.5 85' 150.7 LOT DETAIL (L ARC LENGTH "? LP LIGHT POLE t NTS LSA LANDSCAPED AREA MEAS MEASURED c -'' ` T N C 0 MITERED END SECTION )I r\) C) CTI , '-, F MANHOLE � 0 > MONITORING WELL cpzI N&D NAIL & DISK 0 C\2 L -128,8 OVERHEAD ELECTRIC OHE Q ON LINE OL N) OFFICIAL RECORDS BOOK rr, ORB � (P) PLAT Q%4 PC POINT OF CURVATURE ENGINEERING PLANS d Q) '1 9 N L PEP LLJ CD I FT� PI POINT OF INTERSECTION (o POB POINT OF BEGINNING CA 0 POC POINT OF COMMENCEMENT ......... .. 71 PP POWER POLE L U) - PS PARKING SPACES PT POINT OF TANGENCY PPLASTIC PIPE 75.2' RVC CURVE RADIUS 27 Lo RCP REINFORCED CONC. PIPE (bFl F- RIW RIGHT OF WAY 0 UI _lj FT] � SAN SANITARY LINE C 1 -(jT I SIGN 00.00 - SPOT ELEVATION -SO- - STORM/DRAIN LINE -TI STMH STORM MANHOLE > > do JT00 CY, Q0 Tg 05.1 > STORM INLET TB - TOP OF BANK l__ lei 9 F- TP - TRAFFIC POLE^� - TRAFFIC SIGN TR - TELEPHONE RISER 48.2' W2' *114 Ul TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER TYP - TYPICAL < Gz UE - UTILITY EASEMENT 102.8 5-8 -W- - WATER LINE C)A 120 WF - WOOD FENCE L P UNTL - UNDERGROUND TELEPHONE n WATER METER ()c) WATER VALVE Z 6,ycn 0 K cn 48 Q.) I ul U-1 _Tl o w> m C) oo �, �nn T °� /� U' T Q.) QO cn E__4 po 0-) ry Z� cA \/ cp cn Q) C) 0� L V Ul G) 00 CA > m F °�q q \ z WATER SYMBOL LEGEND a) WATER LINE = C...; 4- m 99 FIRE HYDRANT ASSEMBLY E 16 fcm� CTI BLOWOFF _ a) C) )m a) -0 a) VALVE AND C I VALVE BOX CL E N/\ % Q� REDUCER 7FJ D LL 0 c: DOUBLE WATER SERVICE W/ METERS 0 .0 SINGLE WATER SERVICE W/ METER -6 w a) UJ > 0 REUSE MAINa) .12 0 u!f: cy) ll, < 0 DOUBLE REUSE SERVICE W/ METERS Lij n SINGLE REUSE SERVICE W/ METER 7- r k 121y 0 _0 ID ry SANITARY SYMBOL LEGEND < o rri SAN SEWER LINE 113.0- DOUBLE SERVICE LATERAL (D a) r) go SINGLE SERVICE LATERAL 'c? Na uj (D r. 0 0 C) Na SANITARY MANHOLE CO 105.0 CLEANOUT L/) C14 Lu SEWER MAIN IN CONC ENCASEMENT 0 "It D .. ...... .. . . ..... _-A LIFT STATION o m FORM MAIN U 0 0 DRY RETENTION AREA A 4r 0-0- 40 pmmmm4 C? 0)0 O'So 000 ce) E 0 VOV Flii . .... co C) IJ a: 0 _c (L 4 N - ENGINEER t (_ `- �_ �O� z `J-i�3 Nb RONALD HEN iN 11 PEI FL. REG. INO.34836 DESIGN DRAFT CHECK RMH USG PROJECT NO. £ A C��{/ 01 054T 1-7 C) vp .`_ $-, , DATE WLIN- OCTOBER, 2001 i9RAINAGE ORB 3153, PC 2103 c . . .... . SCALE11 II O/v 60 !> z SHEET 3 OF 13 MONTGOMERY A VE. 6 b SCREEN WALL STORM STRUCTURE #11 KAZAROS CIRCLE STORM STRUCTURE #1 CURVE DATA MONTOMERY AVENUE '5 8 TYPE P-2 INLET 6"PVC REUSE MAIN TYPE P-2 INLET C-1 STA. 61+24-17.5' LT. 30 IMPROVEMENTS BY 0 HERS. 5' WALL ESM'T STA. 65+34-17.5' RT. R 50.00' 31 18"RCP 0 0.57% RIM EL. 115.67 RIM EL. 115.32 ,,---35LF 16"PVC REUSE MAIN THERS) NW INV 111.00 (1r) A= 07*30'50" (BY NW INV 110.20 (18") P.C. STA 60+53.70 P.I. STA 61+ 75.90 P.C. STA 64+26.63 r4 STORM STRUCTURE #2 ARC LENGTH = 6.56' REMOVE EXIST PLUG & STA 80+29.90 4 "'x AN YPE P-2 INLET CH BEARING=N87'53'26"E P. T. STA 60+60.26 29 p C/) z CONNECT TO EXISTING STTA. 65+34-17.5' RT. CH LENGTH 6.55' STORM STRUCTURE #10 1-6"x6" TEE w TYPE RIM EL. 115.32 C-2 6"PVC REUSE MAIN STUB TYPE P-2 INLET 2-6" GATE VALVE ul) 0 < STOP SIGN, 3 SE INV 110.00 (18-) R = 100. 00' O"x3O" (Rl-l) STA. 62+18-17.5' LT. STA I W/ 4 -WAY SIGN (Rl-3) RIM EL. 115.53 11 VULT. SINGLE 6"PVC REUSE MAIN S INV 110.00 (18-) A= 91 *00'12" / ARC 158.83' w a- REUSE SERVICE, TYP. LENGTH = P.I. STA 60+W.00 NE INV 110.69 (18-) 1-8" THERMO WHITE STOP BAR x8" TEE CH BEARING= S46*08'45"W � M CC- STA 100+W.00 (4' BACK OF CROSSWALK) m SINGLE SANITARYL 28 2-8- GATE VALVE CH LENGTH 142.65' oz < Fn 5 i 5 < 6"PVC REUSE MAIN 8.p 6"PVC REUSE MAIN SEWER LATERAL 11 C_ WA TER� IMW A IAN 5: L) U (BY OTHERS) r WATER MAIN u b STUB & PLUI IBM Q_ VC REUSE MAIN L Lli LLI tgn cn cf) !-> r5. - ------ me, W---- .... .. ..:.. , -I pnT I 44-XMm UTILITY EASEMENT -J '.. ;-, - �. - . - , - I �- -.0 A -A r__� SANITARY SEWER \-SPEED LIMIT SIGN (2� MPH) WIDTH VARIES STUB & PLUG STRUCTURE M REUSE MAIN REMOVE EXIST PLUG & STORM STRUCTURE 811PVC WATER MAIN SANITARY MANHOLE STUB & PLUG CONNECT TO EXISTING 1 1/2" POLY. DOUBLE TYPE P-2 INLET STA. 65+12 18'RT. 8"PVC SANITARY SEWER WATER SERVICE, TYP. r IRE H I DRANT REMOVE EXIST PLUG x, STA. 61+76-17.5* RT. 4' CONC. SIDEWALK RIM EL. 115.18 co 31 1-1, DO 5' WALL ESM'T ASSEMBLY, TYP. CONNECT TO EXISTING STRUCTURE G RIM EL. 115.42 ADJACENTTO LOTS E INV 107.96 DOUBLE SAN. SEWER 96 8"PVC WATER MAIN STUB SANITARY MANHOLE SW INV 110.50 (18") BY HOME BUILDER S INV 11 07. �88- SERVICE LATERAL, TYP. W INV 107.86 Q xx+ 55 7 STA. 61+28 SE INV 110.50 (18") (8) CNO 8"PVC WATER MAIN RIM EL. 115.52 S INV 110.50 (18 5 4 3 2 (BY OTHERS) N INV 109.58 (6") 6 E INV 109.41 (8-) > KAZAROS CIRCLE 16"PVC REUSE MAIN (BY OTHERS)- 6' SCREEN WALL W INV 109.31 (8 0 --60+00 61+00 62 +00 63+00 64+00 65+00 LL. 0) 100' VERTICAL CURVt EXIST. GRADE 100' VERTICAL CURVE 10� VERTICAL CURVE C\2 Qt. ............ -wo 0-04 �o NN-- - - - - - - - - - - - - - - - - -- -------------------l----------- )-62% -- -------------------- ----- +0.62% i -0.71% . . . .......... ....... P4 115.0 0 115.0 Q) C3 \-PROPOSED 0 E-4 1�4- MASS GRADING GRADE--/ GRADE 0 C\2 Q, + 112.0 18 RCP CID 112.0 63LF - 18" RCP 55LF-1$"RCP EXIST. SANITARY SEWER 00.79% -0 ...... 109.0 388LF - A"Pl 2 109.0 0 L9 Lu z 0 to + to c; c*4 0 d C5 4 z M-1 ------ . ...... p4 106.0 + 1.- Q + Q 0 f 0 L� + I + co C14 V) M + to + + 0 + mt PI) A + LLJ M + to 00 V_ tow- 106.0 (A t6 i6 c6 to 0 < LLJ co Z" c" CNI ja ol oo;; 0 Lo to 0 ry -ui _04-- th th ------ cn SCALE: to in to to ui j Ld V) to V) (d ui ui Ld n HOR: 1"=30' . ..... 103.0 VERT. 1pp=3' mc� w 0. w mcn1w I w j ZZ W L.. 0: -J a: w w w 1 103.0 CURVE DATA KUENZ PLACE /-WHITE C�6 Q) R = 100.00' "PVC REUSE MAIN P.T. STA 70+29.84 SPEED u A= 59*46'39" 35 6"PVC WATER MAIN 29 -45 44 43 104.33' -36- !f4 < Q) �w) ARC LENGTH = 45 P, LIMI CH BEARING= N29'1 4*40"W CH LENGTH 99.66' 4' CONC. SIDEWALK -BLACK LETTERS 6"PVC REUSE MAIN v /* 0>1 ADJACENT TO LOTS I VULT. SINGLE 25 n 44 /y BY HOME BUILDER STORM STRUCTURE #5 STORM STRUCTURE 6 REUSE SERVICE, TYP. STORM STRUCTURE #3 TYPE P-1 INLET TYPE P-2 INLET I ;:'Mi qCl TYPE P-2 INLET 17.5' LT. STA. 70+00-1, 24"x3O" STA. 68+11 STA. 67+12-17.5' LT_ 0 RIMIL. 115.10 RIM EL. 114.24 0 0 R2-lPER MUTCD RIM EL. 115.59 0 18 W INV 109.85 INV 108.00 (18") N INV 109.00 kla N INV 106.25 SPEED LIMIT SIGN 8"PVC WATER MAIN �24" S INV 106.50 24-1 S INV 106.25 30" LLj in NTS 6"PVC REUSE MAIN .35LF-18"RCP 0071% Lj 0 + Z III? z + VARIES j XTEND TO Z 0 F P CT) STORM STRUCTURE #7 r".. T 04 ._gimm" "g, UU TYPE P-2 z �s ",am is E L: STA. 70+00-17.5' RT. 0 0 STOP BAR TO BE Q) (1) RIM EL. 114.24 ....................................... .. .. -46 1.- TRAFFIC -0 0- E @) NE INV 107.75 (18-) STOP BAR N INV 106.00 WHITE TO BE4' 0 Z fill (30 101 101 BACK OF SE INV 106.00 k3o 21 CD SIDEWALK W7 7= STRUCTUREJ E -b LLJ t-, Lu N . . . . . . . C14 0 o 0�� M A= SANITARY MANHOLE DOUBLE SAN. SEWER STA. 69+81 -17.5RL SERVICE LATERAL, TYP. 11/2" POLY. DOOBLE 2 - 6" WIDE \S:TO:RM > < < 4' CONC- SIDEWALK 8"PVC WATER MAIN STRUCTURE L P.C. STA 69+25.5 WATER SERVICE, TYP. TRAFFIC YELLOW ADJACENT TO LOTS FIRE HYDRANT SANITARY MAN OLE STRUCTURE #4 RIM EL. 114.10 STRIPES uc, I.-_ 0 0 -7 - tn ASSEMBLY. TYP TYPE BY HOME BUILDER STA. 67+59 -18'RT. P-1 INLET SE INV 109.85 (8") P.I. STA 67+58.74 RIM EL. 115.22 STA 68+11-17.5' RL 1 1/2" POLY. DOUBLE N INV 109.75 (8-) 00 ry 0 c 9 __j P. T. STA 65+135.46 RiM'EL. 115.10 WATER SERVICE. TYP. STOP BAR DETAIL Q.> 6 - 0 LL_ STA 90+00.00 S INV 108.9 nf% 55 8fl E INV 110.20 (18") 1" POLY. SINGLE 28 25 E INV 108.9 REUSE SERVICE, TYP. 22 19 NTS 27 26 N INV 108.85 8 ) I 1p.. 24 23 RED �w E (D a) c: u = o co .- LLI I-_ r1l 06 ZD 0 "T c I? 1) w.c: KAZAROS CIRCLE KAZAROS CIRCLE 0 00 110 WHITE LETTERS CL.1) c 66+00 67+00 68+00 69+00 70+00 71+00 72+00 . Lu STO 4- C) CN 100' VERTICAL CURVE 100' VERJICAL CURVE C 0 ,o 7' low- t 0 in (y) C3 tn U- ......... ... . ..... . . . . ....... 0 RED 117. 0 0 117.0 0) 0 C? 24"x24" HIGH INTENSITY (Zoe!�l c: -0 co 0 1 EXIST. GRADE 0 30"x3l)" HIGH INTENSITY STOP SIGN (Rl-l) PER MUTCD. c 0 0 ca C) Xf MASS GRADING GRADE + +0.56% STOP SIGN ------------- 0 - - ---- . ..... ....... ..... .................. .. ...... .. -- ------- .. ... . . . ..... CID 114.0 114.0 NTS z 0 E:,� � rZ "PROPOSED GRADE G ------- ---------------- .. . . .... . . ..... ......... .. KEY MAP .7 ENGINEER u 111.0 - -- ----- - ------- ... ........... 52 59 111.0 RONALD HEkSON 11 PE: FL. REG. NO.3'4836 DESIGN RMH DRAFT DSG 8"P SAN. SEWER 10 0.35% 3== F VCi LAJ 48 Ld N, z 186I.F 18" RCP 0 0.54%_-1 00 u 28LF 8"PVC SAN. SEWER 0 U 35 -- - ----- --- PROJECT NO. 4 in . ..... 2 C4 14 01054PP5 108.0 In + + + 0 3: 108.0 4t ov c+o DATE t F to + All !-JI N. 11 JANUARY 2003 %jj - - - < Ln co 99LF 24" RCP 0 0.25%-,N 194LF 30" Rcp .60.13% L 00 292L I F 36" RCP 0 0 09% 3 2 SCALE cn in cn ai ch 0, _C4 tc in in' v 22 it 30 SCALE: HOR: 1"=30' >; �p Ic _11 - i_ in 1 0. Z in ... ....... . . .... _j w -------- SHEET 105.0 VERT. 1 "=3' j:�; a 1 a 3 5 7 a. _j 105.0 4 OF 13 o: wa: :e La- uj ,ZDJLr - 0 f'Vt� ZADI. Z)r-YVLr% W V.JJlb 7 CURVE DATA C-4 R = 120.00' A= 85'51'58" ARC LENGTH = 179.84' CH BEARING= S77 56 01" W CH LENGTH = 163.47' 43 P.C. STA 72+23. 0 • O O v ,f a' <;ra7 aZlS ^^^r d Z •i>`r ^iicP kap . .R.hs:Car'` r`zs • ehF 3L" M 114.0 111.0 1 o: • I STORM STRUCTURE1177 41 s%,9 '9 N/Y TYPE P-1 INLET f TYPE P STRUCTURESTORM 2 15 STRUCTURE K2 4' CONC. SIDEWALK yes. ��N �� ®®� RIM STA. EL4166.397.5 LT STRUCTURE H STA. 77+22-17.5' RT. INLET %ANITAR.' MANHOLE .32 ADJACENT TO LOTS o• SE INV 109.50 18" SANITARY MANHOLE RIM EL. 116.21 BY HOME BUILDER \ ) a a aia. .. ..:<.ne 6 PVC WATER .: UENZTEMAIN .:.,r.�!STA. 74+85NE INV 110.15 18V4.2 4 CONC. SIDEWALK t<,,.. a��a>S (:r:...hu,E 16 NW INV 109.00 24RIM L 1 .34STOR STRUCTURE.an+ :. ,M 13 n...<. .: L CEADJA ADJACENT N TO LOTS i � ,z -La a erae ., 41 �. a .. SE 30 EIN 11. INV 109.00 - BY N V 1 88 6 T , V ) TYPE P 2 INLET k\ : HOME BUILDER 2`0 W 't 'S>'\i'?x a W INV 111. N 88 6 STA. 78+13-17.5' 'r. e S;F�, 35LF 18 RCP (�'► 1.43%' ��>:;�:,. 1.` 0 J SW INV 111.78 8 ate` RIM EL 116.11 ,hee 3 Yf>ik; iF'o° a tii ' 1 d<o2i.: a ik<'a°o°iSS'd' .L,.;;: 4 PVC R SE MA N a 7s :�` 5.ke I rF tae ,as y'oyoedrFas`e, a� ._ 5L: NE INV 110.00 18 ° o•n ::a'' �a JFr'< ^iF° N za�hw `c3?e<isii 6 IN r,.. PVC REUSE MA a.a .V k,R° ii^ a 'n a? 4® P 2 � �,tr:;. •ffy e d ;e a SE � <,�,a::k:r:.:kr<,;k INV 110.00 24 9ayed o `: rN- ".R6�<n,p,^ ,aF �e �.a t+. 94LF 8 PVC SAN. 0 0.35% r<.�.d:r�e:<: `.e:::. h".e . "<tite.... :i''<rr.<'n:. 'stC,.>�:.00 lav ...or 0•a „�... .e< ' \ .,P"''` STORM STRUCTURE a:e si, T M , an:F' e �,. ,n C^ , r %'''>ia^ 6 ;:aka �<°^a STORM STRUCTURE 16 ':1n A 74+03.1375+25.38 P.T. ST - :a°ykr t. P.0 STA TYPE P 1 INLET 3�r�>�a �_ A� J>Loa! �`< eFk1/� �.. STORM MANHOLE 3.. .✓,!%`':.. ..a4n°>,3,°. '°,+tea. >,.�,Fna;. mow:,.^+ `�z?lyv�,'.+`: ` 'C'� :aa ;� .r" :,•\. o!rd' >,.!Lefis. < .e4~. ..ae, STA. 72+81-17.5 RT. n»aG;�.�nv•Et-, In,e .q. � '�. ��''.✓aJ' ir.,^, 1 5 - \ P . . "P<T�F.A�'� :,. •°;:.h�.;�ad's;aaSi?: vs� 'dr�• °1 STA. 75+91 .:H+...•J.,'o�,.;e.,an!.. :!vaa,,.,!v..:a�:J 9k:°<.+:t.a.N:.n".o �.aib<k^.%>•°a,,.2 ...y:<e,"'�.r 2.. afi.u,k':�ry' ST:C ":'irSce..a•F..✓i evssRtmvrr>e :�. vF.,,:ea' @n,n:» • 'im/�y ..i < fen% �a2s�+rann s�: `». y»« RIM EL 115.69 z 6 PVC REUSE MAIN RIM EL 116.75 INV 108.50 18x POLY. SIL NW INV 108.5030a R{ ,i <Rbi: o•^.�°. A2.nr ,rCa.. '. kL^ +�,i.L� '�. ..Sr`eiksi..; r• -18a RCP® 1.43% REUSESERVICE, TYP S INV 108.50 36x ) \Z�t•A,dk(�an�„i.ey:.h..l�n.„`"es.':<o:u,6, yw�i'^r,'`s �,>.',..' ., %,{k>.ir �>!n%fi5,�. >a.<'s:a�.,+;,!:.ti..<<.ri..,�..>,«,.r: :<.j>a',�r>Rt;;'.�a >%'rii:'i»;. {.�. yvat:"%>. �":ddpY�J��u.>>.°: f,':i...<ar°a-aF:✓..^;+f'n>';i�;'^^<;...ro%: r.:a�2,l'.° raaC°a.aqva'. s '':yv:.5e.n:e-C2 . :,: re�+ sa'>a...,�"a.k4<`.,:>rFa.rnS..:.h,;.L;k..'s.:.k.vta:Y.>".a:�3I�A::•,!.�S',aR:.h:L:.>:.!<a'%r:.,:...skz<.s:..aty.r<S:�/;,.;.i:.+,a>a�>.a .<SshPksFa. ,`"n%:eahoxrdce..a s °n%aCha .. c:kh«'`:':<i.o.?�,+;v!rt,;'�rsE'L�,raC�n,e`✓k.bn>.marnean,., .a �•ro��ct.h? :»an, ao'.00naeq ,>eFa,iL..a< 8 P VC WATER MAIN �..�ea�; o:o;�,D., 5 o -'F ` • "i`:t .,F.'r<'F:tsLiR.�rtr' �a°4:>?.R>::F� .. iie3s.:t.. »eSL;Z,TC<.:'G:i.^'l+;tn.aL<.>,a.o.r.:.dt:.>a.enti'eo.!:r,..n.+°..,%..t»,�>:.. f.ei on". Rii.?\.,;%.Sz";J7'^'.i:^q,•r,'v.?. tr�•icl. :i �!..yd'<•':<s5»oF(';�:'i.:>:;'..:;r.:s.r.r: :,.k Fx. raetk�eshFa, ^ro �t� G.iba:g,nkFa,n.r <,q ..v., ,...' t. ^ax':. <`F!><: <..ra;e. ,..;, d7.:ctk:s°sFkkiksi>• .: .ib .. .< .o/' �. <'o�a c .e ,..< <. .C> .Se<.:k r) v'k<:. !:>d•.. .. .::.... ........ .o<...C.< :'a<:�: , ^ a cCR� ../.::r.: ex:,• �,i+o s,✓. ,� ><;f°J aot'< +`??.i`dr ._ ,... k a. >' .R •f., �^ : ,.,..res...:»:»: ,,:,.a,<+... ..... ^^ .... .. ..^.:.. ,...:.: ,.:.::»: Fs:srnkF':.:. , `• � k !.. r r: ^L.,a.'.. , fi'-;'t,< .,:: si., . _ t<'i g ,., :.. .. ..:+..:..-. ,c.< .......... .:.... :e. ee. ,. .^. ,^..n.n. ,,, :.a :.a: .n.,. .<?.:. ,.: , •(.:, ^,:.... ..,i<R� n a qek„ >4 .. <.,.:.n ..n .^. ,-,n., , .+•rya;>:.na, .. .. .A Ckt9Rr,:.::F.,v,.r a>rn•: :i <;\Fr 1 i. u C STRUCTURE STORM # / TYPE P-1 INLET STA. 72+81-17.5' LT. RIM EL 115.69 N INV 108.00 (18") 18 NW INV 105.75 (35) NE INV 105.75 (36" ,a ,ae Cbz . a'ko ?i{iri%`res.: Pry a CURVE DATA R:4� J<tni> :5::2x• ;xak`:Y ��'::> '•.:??'a'<'ro a�Gzaf�or'y' .:%�n::�x. <qn r;N° 3i `.cFysrt''?a.; n.e o aV`i 8 PVC WATER MANC-5 R 120.00 14 .r.. �.. . 3A2 \, 60'02'48" ^ pairs. g'S .dR%Y%r;r ?t:.eu „l:aav oh„. a,a�. <.•r .6a`:.' `:c'<3ss>'s'%'G::n 2;x:3 16 y^ - , v. F. 3 P". C ENGTH 125.76 AR L `:res^ri - S W CH BEARING SO4'S8 3 >:� HYDRANT ASSEMBLY > FIRE HY �<>>° = TORM STRUCTURE CH LENGTH 120.08 o . 1 1 2" POLY. DOUBLE TYPE P-1 INLET WATER SERVICE R = 1085.00 TYP. • STA. 74+62-17.5' RT. R 8" GATE VALVE p= 06.07'50" RIM EL. 116.39 - +.• • •'`�"`"`°�••• ••-�` STRUCTURE I ARC LENGTH = 116.10NW INV 109.00 (18-) SANITARY MANHOLE H BE C ARING=S21 58 51" E N INV 108.00 36 CH LENGTH = 116.04 12 STA. 72+98-17.5 RT. SW INV 105.50 36 RIM EL 115.58 C-7 SE INV 105.50 36" 1 `� 1" POLY. SINGLE 1 % NE INV 111.10 (8"� p= 135213" 1 1/2" POLY. DOUBLE REUSE SERVICE, TYP. NW INV 111.00 (8) ARC LENGTH = 262.66' WATER SERVICE, TYP. P.T. STA 75+51. CH BEARING=S11'58'49"E 73+00 74+00 CH LENGTH = 262.02' 75+00 76+00 ®' ,,PROPOSED q GRADE + _ 4 +0.39% Cq- _ MASS GRADING GRADE- ------------------------ Z- .�».m,>._�..»,.-.�,,.�.,v,.�.....�...�.= �..».......»...,...-.,.».,-,,,�..^�,. ..,�,..» 193LF - 8"PVC S _ o n zcol _ € SCALE: HOR: 1"=30' 105.0 VERT. 1"=3' 8"PVC WATER MAIN 26 FIRE HYDRANT[___._. I \_ 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE STRUCTURE L SANITARY MANHOLE P.I. STA 90+00.00 STA 67+58.74 25 STORM STRUCTURE #4 188LF - 36" RCP 0 0.13% 18" RCP 35 6"PVC REUSE MAIN 34 33 STORM STRUCTURE #3 4' CONC. SIDEWALK �yQ• ADJACENT TO LOTS STOP SIGN (R1-1) (24"x24" BY HOME BUILDER „ 1" POLY. SINGLE 24 WHITE STOP BAR REUSE SERVICE TYP. 7.�.-''•(4 BA-CKBA-CK OF SIDEWALK) 6 PVC WATER MAIN D J:>:F 'OFRP ,t ! KAZAROS CIRCLE 90+00 4 PVC REUSE MAIN 1" POLY. SINGLE 1 1/2- POLY. DOUBLE WATER SERVICE, TYP. WATER SERVICE TYP. 1-6"x4" TEE 2-4 GATE VALVE M STRUCTURE 15,- 36 37 91+00 e A DOUBLE SAN. SEWER SERVICE LATERAL, TYP 2 1 38 KUENZ PLACE 92+00 STORM STRUCTURE 10 'Z P.I. STA 77+s7.a4 b n<iC;C nt ° m x.>r;r>'<erkF 2. THERMO WHITE BA R " ...... t^^ SP <��<: VC WATER MAIN 4 BACK OF SIDEWALK) I EWALK c P.I. STA 80+29.90 = KAZAROS CIRCLE „ - 1 1 R1 24 x24 ) A. 76+84 a SW INV 110.75 18 `R J 2 FIRE HYDRANT ASSEMBLY STA 61+75.90 a: I STORM S TRUCTURE 11 (6") 10 &d- 31 NW INV 112.12 z W I_ KAZAROS CIRCLE _ "t,. � 520 Z 77+00 6x AIN PVC REUSE M `°>�� o o B` 1-6"x6"TEE tri nra� rs�4` f frr^^'' .e - ry 2_ WiFn ^' W ♦M-! � r i c Gnu.`N 1-6"GATE VALVE EXIST. GRADE---_` A a �r � WZ 0 ....... w... I - •� _ _ _ _ _ _ _ _ 118.0 = 'a a__---- -- N PROPOSED GRADE------, ---- -------------------------- z o O ------------------------- -------- ---------E I ; V EXIST. Y- GRADE ------------- _--------------- _0.58% - 18" RCP \- 24" O 85LF - RCP 0 1.18% : 88LF - 36 RCP ®0.13% : f 16 _a, � dao ^ r a i I CL W 32 6"PVC REUSE MAIN =J,.: CURVE DATA 't yFr: hy;:; j 'S< 8"PVC WATER MAIN C-8 STORM STRUCTURE 13 >va =Y:;: R 50.00 20'33'47" ARC LENGTH = 17.94 P.T. STA 93+64.02 !"A:h�'4 ' <''`!. F ° CH BEARING=N81'21'58"E n k S S STRUCTURE K2CH LENGTH = 17.85' FIRE HYDRANT SANITARY MANHOLE ASSEMBLY STA. 93+65-4 RT. x x *. 1-8 x6 TEE RIM EL 115.96 " a Ct%`ykr" 1 -8 GATE VALVE NE INV 111.50 6 <R ?% e 6x 1GATE VALVE SE INV 111.79 8 <aq a a W INV 110.23 8 �..a.- 14 ,;r !<j v. ye( STORM STRUCTURE #14 .' Sl�. aFL,,ii ga n<'YZF '+ ae�£v 94-1-12.91 STA � yT�{ p.iro t: `'tS> ?ties �»sTt a a{ e:« <t 3%h STA �ry 77+67.24 Ob4 n °.tt:kkr i i??r AG . .So cefd! d.'l'Cb k:is2? voaliy :o Ck a6: kki < i<fi;o i` SSN sir ~�S> Jn STORM STRUCTURE aa: P.C. STA 93+48.07 24 WHITE STOP BAR 4 BACK K OF SIDEWALK a °<. <yiee. STRUCTURE K1 STOP SIGN R1 1(24"x24") SANITARY MANHOLE 1-6"x4" TEE 2-4 GATE VALVE '••' :z<isx:i:t 8 Pvc w 3 r}> WATER MAIN 6"PVC REUSE MAIN KAZAROS CIRCLE 93+00 94+00 y P.I. STA 77+s7.a4 b n<iC;C nt ° m x.>r;r>'<erkF 2. THERMO WHITE BA R " ...... t^^ SP <��<: VC WATER MAIN 4 BACK OF SIDEWALK) I EWALK c ru5: ar .n STOP SIGN „ - 1 1 R1 24 x24 ) A. 76+84 a SW INV 110.75 18 `R J 2 FIRE HYDRANT ASSEMBLY RIM EL. 116.29 I STORM S TRUCTURE 11 EXIST. Y- GRADE ------------- _--------------- _0.58% - 18" RCP \- 24" O 85LF - RCP 0 1.18% : 88LF - 36 RCP ®0.13% : f 16 _a, � dao ^ r a i I CL W 32 6"PVC REUSE MAIN =J,.: CURVE DATA 't yFr: hy;:; j 'S< 8"PVC WATER MAIN C-8 STORM STRUCTURE 13 >va =Y:;: R 50.00 20'33'47" ARC LENGTH = 17.94 P.T. STA 93+64.02 !"A:h�'4 ' <''`!. F ° CH BEARING=N81'21'58"E n k S S STRUCTURE K2CH LENGTH = 17.85' FIRE HYDRANT SANITARY MANHOLE ASSEMBLY STA. 93+65-4 RT. x x *. 1-8 x6 TEE RIM EL 115.96 " a Ct%`ykr" 1 -8 GATE VALVE NE INV 111.50 6 <R ?% e 6x 1GATE VALVE SE INV 111.79 8 <aq a a W INV 110.23 8 �..a.- 14 ,;r !<j v. ye( STORM STRUCTURE #14 .' Sl�. aFL,,ii ga n<'YZF '+ ae�£v 94-1-12.91 STA � yT�{ p.iro t: `'tS> ?ties �»sTt a a{ e:« <t 3%h STA �ry 77+67.24 Ob4 n °.tt:kkr i i??r AG . .So cefd! d.'l'Cb k:is2? voaliy :o Ck a6: kki < i<fi;o i` SSN sir ~�S> Jn STORM STRUCTURE aa: P.C. STA 93+48.07 24 WHITE STOP BAR 4 BACK K OF SIDEWALK a °<. <yiee. STRUCTURE K1 STOP SIGN R1 1(24"x24") SANITARY MANHOLE 1-6"x4" TEE 2-4 GATE VALVE '••' :z<isx:i:t 8 Pvc w 3 r}> WATER MAIN 6"PVC REUSE MAIN KAZAROS CIRCLE 93+00 94+00 STORM STRUCTURE P.I. STA 77+s7.a4 r> { STRUCTURE K1 TYP P-2 INLET STA. 77+67-17.5 RT. ST 94+12.91 6"PVC REUSE MAIN ="''�°">•'i:'»t<i<:- <"'r"^..' SANITARY MANHOLE RIM EL 115.94 Y 8 A. 76+84 a SW INV 110.75 18 9 «.r RIM EL. 116.29 SE INV 112.22 (6") 10 1-� KAZAROS CIRCLE NW INV 112.12 8" I_ KAZAROS CIRCLE _ 11 � 520 Z 77+00 78+00 79+00 80+00 EXIST. Y- GRADE ------------- _--------------- _0.58% - 18" RCP \- 24" O 85LF - RCP 0 1.18% : 88LF - 36 RCP ®0.13% : f 16 _a, � dao ^ r a i I CL W 32 6"PVC REUSE MAIN =J,.: CURVE DATA 't yFr: hy;:; j 'S< 8"PVC WATER MAIN C-8 STORM STRUCTURE 13 >va =Y:;: R 50.00 20'33'47" ARC LENGTH = 17.94 P.T. STA 93+64.02 !"A:h�'4 ' <''`!. F ° CH BEARING=N81'21'58"E n k S S STRUCTURE K2CH LENGTH = 17.85' FIRE HYDRANT SANITARY MANHOLE ASSEMBLY STA. 93+65-4 RT. x x *. 1-8 x6 TEE RIM EL 115.96 " a Ct%`ykr" 1 -8 GATE VALVE NE INV 111.50 6 <R ?% e 6x 1GATE VALVE SE INV 111.79 8 <aq a a W INV 110.23 8 �..a.- 14 ,;r !<j v. ye( STORM STRUCTURE #14 .' Sl�. aFL,,ii ga n<'YZF '+ ae�£v 94-1-12.91 STA � yT�{ p.iro t: `'tS> ?ties �»sTt a a{ e:« <t 3%h STA �ry 77+67.24 Ob4 n °.tt:kkr i i??r AG . .So cefd! d.'l'Cb k:is2? voaliy :o Ck a6: kki < i<fi;o i` SSN sir ~�S> Jn STORM STRUCTURE aa: P.C. STA 93+48.07 24 WHITE STOP BAR 4 BACK K OF SIDEWALK a °<. <yiee. STRUCTURE K1 STOP SIGN R1 1(24"x24") SANITARY MANHOLE 1-6"x4" TEE 2-4 GATE VALVE '••' :z<isx:i:t 8 Pvc w 3 r}> WATER MAIN 6"PVC REUSE MAIN KAZAROS CIRCLE 93+00 94+00 100' VERTKCAL CURVE --------------------- +0.38% -------- +0.38% 244LF - 18" < 0in rn cn U r W G. W _.. .L'i CL W WO Co U U O U I 3 •nz`.r. F n 106' VERTICAL CURVE L ^N' `V Y f - «.r U: 1-� STORM STR. 12 I_ _ P, � 520 Z Q ` if, � c o W Wr, a a »_m..._.._...�...,......_..»-.... rn- __ n._ W..-..--....^__...»......,. - � » _ ...__.,H . ,,,.» ..m __.� � - a� I\ N - ry WiFn ^' W ♦M-! A c 118.0 W Wca tn 5 5 EXIST. GRADE---_` �.,.�0)�- I - _ _ _ _ _ _ _ _ 118.0 = 'a a__---- -- N PROPOSED GRADE------, ---- -------------------------- ------------------------- -------- ---------E I ; V W C U =0 M d- 0 � N � O 1-8"x8" x8x TEE -.0..�..»529 a 00 ..., .,...........„»..... .................. » 4.") - (/)N +0•65% _ :�-Wa Q� 04 O ._..n,....R._.......,.... .•.._....•..».,».»,. � R_ ,»M.._.. w - m, o ON K-3 ------- 11_ U � 0 O M STRUCTURE G . n O 115.0115.0 Co MASS GRADINGI GRADE SANITARY MANHOLE L a 8 PVCWATER MAIN ti co O �0 0 - 'o 0 ENGINEER AZ- sn PAR 2-3 RONALD HEN II PE, FL. REG., N0,3483E 0 DESIGN 112.0_ CHECK RMH DSG { I 112.0 01 054PP0 DATEJANUARY, , L SCALE 1 99 = 30, r »„»,»,m,� o SHEET 5 I 13 'o O !21 109.0 $PVC 6 '0.3 366LF - " SAN. r Ir + m N _..... m�. K.. t_._� m.. - _ .__._.M...� _......,».», �. + m ..._ - 14 m ^.__............. 109.0 I ; a 24" RCP • SCALE: L i ¢ • k I �- I O O ..- OD •- N r d W i- n d- I RCP in z • c' ... gi „ ,,,, ». ,... ,.. 106.0 HOR: 1 "=30' .._m_m _ ._ VERT. 1"=3' __ - __ _ .._ _ __. _ _- - __: t� > •- -j _.. ._-� > j aw w a =� _ Z _- ...m > aw ._. m .# m ._ _ .. _-,._...., w _ _ . _ _- . ». __ Q �- -3 _ .. .. 106.0 n:W I axaw 100' VERTKCAL CURVE --------------------- +0.38% -------- +0.38% 244LF - 18" < 0in rn cn U r W G. W _.. .L'i CL W -------- £ 117.0C\2 rZ4 ---------- ��.., -n 7101_ I 0.20% 8"PVC MAIN KEY MAP 0 7 • U U O U 3 •nz`.r. F n n L ^N' `V W NN U. O O.,�s. - «.r L W 1-� STORM STR. 12 I_ _ P, � 520 Z Q ` if, � c t) o W Wr, a a f`. r k I\ N F WiFn ^' W ♦M-! A c 6 W Wca tn 5 5 P �.,.�0)�- W W Q 0 = 'a •� 4- V W C U =0 M d- 0 � N � O 1-8"x8" x8x TEE a 00 No 4.") 2-8"GATE VALVEt (/)N .- r :�-Wa Q� 04 O o ON K-3 Z O 11_ U � 0 O M STRUCTURE G . n O w Co SANITARY MANHOLE c0 s= oco a 8 PVCWATER MAIN ti co O �0 0 - 'o 0 ENGINEER AZ- sn PAR 2-3 RONALD HEN II PE, FL. REG., N0,3483E 0 DESIGN `� CHECK RMH DSG PROJECT I 01 054PP0 DATEJANUARY, 2003 L SCALE 1 99 = 30, r SHEET 5 OF 13 -------- £ 117.0C\2 rZ4 ---------- ��.., -n 7101_ I 0.20% 8"PVC MAIN KEY MAP 0 7 • rr L ^N' `V L L W I_ v 520 Z Q c t) o a _ w w I\ N N v - •� 0 L o ^' W ♦M-! c u, Qn P �.,.�0)�- Q 0 = 'a •� 4- V W C U =0 ao N � O o We 00 No 4.") 0) 0) cz (/)N :�-Wa Q� 04 o o ON o (-J ��yy�� Z O 11_ U � 0 J M . n O M r - c0 s= oco o �0 0 - 'o 0 ENGINEER AZ- sn PAR 2-3 RONALD HEN II PE, FL. REG., N0,3483E DESIGN DRAFT CHECK RMH DSG PROJECT NO. 01 054PP0 DATEJANUARY, 2003 L SCALE 1 99 = 30, r SHEET 5 OF 13 CURVE DATA MONTCOMERY A VE. 46 47 48 49 50 51 C-9 STOP SIGN (Rl-l� (24"x24") STRUCTURE F R= 250.00' tn .5 "K., STORM STRUCTURE #23 STORM STRUCTURE #21 W/ 4 WAY SIGN Rl-3) SANITARY MANHOLE A= 07*30'50" w > REMOVE EXIST. PLUG STA. 101+57 TYPE P-2 INLET TYPE P-1 INLET STRUCTURE E2 ARC LENGTH = .32.79' 1 POLY� SINGLE STA. 101+88-17.5' LT. STA. 104+09-17.5' LT. SANITARY MANHOLE REUSE -.�SERVICE, TYP. LUD Z:) '1'4 ." -� & CONNECT TO EXIST. RIM EL. 115.63 CH BEARING= N87'53'26"E cn RIM EL. 115.64 RIM EL. 116.81 CHLENGTH 32.76' z 8"PVC WATER MAIN E INV 110.51 (8 SE INV 108.50 (18") SW INV 109.60 (18-) STA. 104+55 - 6 LT. 52 54, 55 56 57 Ld C-10 M REMOVE EXIST. PLUG S INV 110.51 SW INV R = 100.00' JFIRE HYDRANT Q:'o co 8 1 1/2- POLY. DOUBLE RIM EL 116.94 108.50 (24') E INV 111.64 (6") 8 WATER SERVICE, TYP. 1 1/2- POLY. DOUBLE �-co juim > Z & CONNECT TO EXIST. W INV 110.41 A= 88*48# IASSEMBLY C.?) _3 35" W INV 111.54 ku WATER SERVICE, TYP. 'D a Z IN < Ig t- 8"PVC SEWER MAIN _f 1!! ARC LENGTH = 155.00' 1" POLY. SINGLE o tncn 3c 00 CH BEARING= S43*56'52"E WATER SERVICE, Pp. 5 CH LENGTH 139.95' < P.T. STA 105+ 74.44 z rx 8"PVC WATER MAIN 0 >- 5: Z3 53 Lr- a-, Lo CL: DOUBLE SAN. SEWER E 11 01+.11 VICE LATERAL, TYP. w I_j_" cr- + U -j u --i Vj a- a - L% Ril; �z3 iom 3: nNC. SIDEWALK 0 C S I LE IE L J tL_ 0 1 SIGN 25 MPH) POLY. SINGLE 0 z ADJACENT TO LOTS 1 1-0 0 HITE STOP R BY HOME BUILDER REUSE SERVICE, TYP. C"� REUSE MAI CK OF CR S LK) 01. CONIC. A STUB & PL SINGI E SAN. SEWER Ri. STA 101 +85.24 STORM STRUCTUR P.C. STA 104+19.44 54 -1 INLET 6"PVC REUS AIN -4 SIDEWALK STRUCTURE TYP. 8"PVC WATER MAIN 5 SERVICE LATERAL STA 114+81.84 TYPE P YP. STA. 103+92-17.5' RT. 0 ADJACENT TO LOTS SANITARY MAMULt 0 6"PVC REUSE RIM EL STRUCTURE Ell 0) +1 6' LT. P.C. STA 101+1 77 116.70 MAIN (BY OTH RS)� BY HOME BUILDER STA. 107+44 SANITARY MANHOLE NE INV 109.zz Va.) co P. T. STA 101+50.56 STORM STRUCTURE jL24 RIM EL. 117.10 P.I. STA 100+00.00. NW INV 109.22 18 STA. 105+40 - 6' LL 1" POLY. SINGLE k >CK'x ) V 70 T4 Z' - x, NEINV 113.56 (6 STA 60+00.00 STORM STRUC RIM EL. �117.64 5) moo ' � 1, 6"PVC REUSE MAIN NW INV 113.56 (6 NMI 70 71 REUSE SERVICE, TYP. 68 AS \ REMOVE EXIST. PLUG SE INV 112. (6") co cl) 69 SW INV 113.39 (8 r I.-- DOUBLE SAN. SEWE NW INV 111.0955 (8"), & CONNECT TO EXIST. 4"PVC REUSE MAIN MONTOMERY AVENUE 6"PVC REUSE MAIN 67 SERVICE LATERAL, TYP. 72 IMPROVEMENTS 16"PVC REUSE 6� 0) (BY OTHERS) MONTCOMERY AVE. MAIN (BY OTHERS 6"PVC WATER MAIN--' HIRE CIRCLE HIRE CIRCLE LOOP B 0 1 100+00 1 ol +�o 102+00 103+00 104+00 105+00 106+00 107+00 LL_ 0) 0 Ld 100' VERTI�CAL CURVE cz ........ . . . ...... . .... .. .......... . ....... .... . . .... - - ----- ... . ......................... . .................. . ..... ... ----------- . . . . ........ ,--EXIST. GRADE ...... ..... . .. ............ .. . .... .. ........ . ... - - - - - - - - - - Q) 0 118.0 Q) 118.0 &*"% +0.83% 0 72% PROPOSED GRADE E --q N �q Q, ui - - - - - ----------- - - -- - - ------- - +0.52* -- ------------------- EXIST. GRADE MASS GRADING� GRADE -0.42% + . .... .... .. .. . . ..... .......... . ... . ....... ........... .. . ........ ------------ ------- 115.0 115.0 ...... .... . . .... -- --- - --------- 6%4 c� cn ............ ----------- A - - ------------- "MIST SAN. Oki 112.0 (BY OTHERS) V- 112.0 LLj 00 00 1 E-5:PVC SANITARY SEWER 0 0.35% 0 z LAJ Lo o II140Y SEWER 00.35% Ell 6 rei 1 77PV-C SAII Ln Ln P --------- oi x 0 -'l-1'_____-_ +_ . - ... . ...... .. ... ...... .. .... in + + 207LF 18- RCP 0.35% 0 0:0 39LF 18" kCP 00.97% 109.0 F 109.0 W4 0 Lo < W .00 v Z.�jq 1@22 80 ckj cz, Ii -t-, co Sq ry I c cy . ........ 0 cnc6 in 00 j ........... . 1�z tn in t6 in td d cn n z SCALE: > > HOR: 1"=30' 0- a: 0 _j ZZ a: w _j 106.0 VERT. 20- w w Im M w lo� w T- W a: w 0: ELI :i LA. 106.0 1 1' - I - C�d CURVE DATA HIRE CIRCLE 59 63 64 65 66 676"PVC REUSE MAIN STORM STRUCTURE #29 C-11 Q) 60 R = 100.00*9. STRUCTURE D P. STA 110+92.19 STORM STRUCTURE #25 Qj 15' DRAINAGE TYPE P-2 INLET A= 63-08-1 SANITARY MANHOLE TYPE P-2 INLET < Q) STA. 108+53-17.5' LT. ARC LENGTH = 110. 20' 62 STA. 110+86 STA. 114+35.50-17.5" LT. & UTILITY ESM'T RIM EL. 116.77 CH BEARING= S32'01'35"W STORM STRUCTURE 26 1 1/2- POLY. DOUBLE 8"PVC WATER MAIN __j NW INV 110.75 (18-) CH LENGTH 104.71' TYPE P-1 INLET RIM EL. 117.62 1 VULY. SINGLE WATER SERVICE, TYP. RIM EL. 115.45 58 1 WATER MAIN E INV 108.50 (18-) SE INV ]Z.Ua LO 6"pvc SW INV 106.96 (30" STA. 110+66-17.5' LT. IREUSE SERVICE, TYP. 106.96 (30" P.T. STA 108+97.13 RIM EL. 117.68 NW INV 111.93 (8 NE INV 108.20 (24") cz� ('z) SE INV 1 - 8"x8" TEE SE INV 108.20 (30") ... . ........ . 1 - 8" GATE VALVE NW INV 107.44 (30") STRUCTURE F 1 - 6" GATE VALVE SE INV 107.44 (30-) SANITARY MANH16LE 1 - 8"x6" REDUCER FIRE HYDRANT 8"x6" TEE 20' UTILITY 35LF-18"RCP ASSEMBLY 8" GATE VALVE EASEMENT 0071% -4j 40 6" GATE VALVE ME, 3�' "'g .e '-.- gem, . ... . .... . . .. ............... . 6"PVC REUSE -ftl -24"RCP 0 0.45% a) MAIN 67LF 61 Z P.I. STA 114+81.84 8 v C STORM STRUCTURE #27 STA 101 +85.24 57 STORM MANI L: W 109+63-17.51 LT. P.C.C. STA STORM STRUCTURE#23 8"PVC WATER MAII 4' CIONC. SIDEWALK RIM EL. 117.20 ADJACENT TO LOTS P.C. STA 112+82.2 P.T. STA 114 �31 84 CURVE DATA z NW INV 107.21 (30") D BY HOME BUILDER C-12 c: c: 0 2 NE INV 107.21 (30") STORM STRUCTURE #24 R = 100.00' STORM STRUCTURE LU Ir-, a) DOUBLE SAN. SEWER A = 9429'06" E TYPE P-2 INLET TYPE +P-2 INLET Lu CN .!2 SIA. 108+53-17.5' RT P.C. STA 109+27.28 SERVICE LATERAL, TYP. STA. 114+35 50-17.5'.RT. "",-24" WHITE STOP BAR ARC LENGTH = 164.91' 0 o Q!� C0 it "SIP, CH BEARING= S69'09'42"E I-- -r- F_ a) 11 115.45 16M..4 --- -5 (/) < P lAo %0 RIM EL. 116.77 1 1/2- POLY. DOUBLE RIM EL (4' BACK OF SIDEWALK) CH LENGTH 146.85' Cu < SE INV 110.50 (18") WATER SERVICE, TYP. W INV 108175 (18") STOP SIGN (Rl -1) (24"x24") L 4- C-13 0 Z a) 1-6"x6" TEE 60 STRUCTURE B "-�STRUCTU�RE C�. I 6"x4" TEE R = 735.00' < 0 -47 36" w 6" GAT VA A= 10 c 1-6" GATE VALVE* SANITARY MANHOLE E LVE SANITARY MANHOLE 74 75 ARC LENGTH = 138.46' Q.> U- 00 1-6"x4" REDUCER STA. 108+64 STA. 109+79 1 4"GATE VALVE CH BEARING= N1 6'31-21 'W q! 73 68 L6 1-4" GATE VALVE 73 RIM EL. 116.64 MA 111 RIM EL. 117.13 6"PVC REUSE MAIN R'111.111 CH LENGTH = 138.25' E u a: C) co P.C. STA 107+86.93 Ll 8"PVC WATER MAIN 0 �11 NW INV 112.39 (8-) C-14 c- ZD C) N INV 112.98 (8") oo NE INV 112.49 (8") R = 50.00' Lu a) 00 6 *rl 109+50. HIRE CIRCLE c 72 SW INV 112.88 (8") S TA P K A = 12*46'24" 10 HIRE CIRCLE HIRE CIRCLE 00) V) :;�. a ARC LENGTH = 11. 15' s ,, tl-1 c 108+00 109+00 110+00 111+00 112+00 113+00 114+00 CH BEARING= N04*44'21"W 75 < 04 100' VERTICAL CURVE 100' VERTICAL CURVE 10V VERTICAL CURVE CH LENGTH 11.12 'o Z 5� c: 0 00- 1 EXIST. GRADE 0 Z5 (y) 0 ...... . ........ . ------ 0 U- 60' 409 0 0 I? ----------------- EXIST. GRADE --------- 118 D)o co 118.0 -------- .0 c: _0 +0.46% I Ox MASS GRADING GRADE 0 C) c Lf) -0.7 cn 2X . ..... ...... . + PROPOSED GRADE 115.0 115.0 KEY MAP ENGINEE < ....... ... .. ............ ..... ....... ............. cf) 118LF-8 =PVC SAN. SEWER 0 0. 3ug u W? 2 a M 112LE-m� SAN-.--SE-WER0_0._3157w_ RONALD HE ON 11, P.E., FL, REG. 34836; I lu -a-PVC �LF SAN, SEWER 0 CH CK 0.35% DESIGN 7DRAFT EC 112.0 B -------- 112.0 I 40OLF -8 SEWt x DS R 0 0.35 RMH DSG c 0 C z n - . ......... ...... . ..... 0 cjv . ................ 0 C4 PROJECT NO. ld I C4 ........ pli is 01054PP7 ---------- + + + 00 04 0" + mt co + 20%-,, DATE 379LF 3 RCP 0 109.0 0 7__ oo 109.0 00. - (p 34 JANUARY 2003 ul 1"-123LF-30"RCP '--116LF 30" RCP 0 0.207. 11, 4 Lo rn, I- < ---< 2 21 <25 -L I ------'---L-"--'-- � V__ Ao SCALE -0. ZQ 5 1 22 L cd V) _j td (n ui - - ----- 30, cn, to I- _j tn uj d T_ SCALE: cn Ld 25 d . .................... ------- HOR: 1 "=30' - -------- -5 > 0. CL Z SHEET . ZZ _j _j 106.0 VERT. 1##=3' lo� wl 0: w _j w a: wl 27 LLJ 3� LA. Ld a: LLj LAJ w a: w a: w 106.0 6 OF 13 Ex 41 4' CONC. SIDEWALK ADJACENT TO LOTS BY HOME BUILDER 6"PVC REUSE MAIN 42 1. KAZAROS CIRCLE SANITARY MANHOLE H SEE SHEET STORM STRUCTURE 19 STORM MANHOLE , RIM EL. 113.50 N INV 105.12 (36") SW INV 105.12 (36"){ 24' DRAINAGE & UTILITYI E STRUCTURE #18 15 8"PVC WATER MAIN ,s TRACT Ff�. 'f' f j . F f"rvs �'` f �{ fig'•,,'' \�'C" k �t o r QN N" EMENT f TRACT H1 I DRY RETENTION Al , f I STORM STRUCTURE #20 MITERED END SECTION 5. r�sli ; a��,, »W/ SPLASH PAD � INV. 105.00 KAZAROS CIRCLE ,f `{ 8"PVC WATER MAIN 29 6" PVC REUSE MAIN STORM STRUCTURE #1 STRUCTURE .STORM #2 i8 N 28 4' CONC. SIDEWALK a; 1 POLY. SINGLE ADJACENT TO LOTS ,_ << °`zt WATER SERVICE, TYP, BY HOME BUILDER 8"PVC WATER MAIN i... :i�E ori 4o'?t.`':}�% ��•: �f�5;f:°' ,:'A it :...,. +�� a . c l:< orG'• o .. .,qr>.;a� 6N PVC REUSE MAINi N N - STRUCTURE M 28 UTILITY EASEMENT SANITARY MANHOLE 8"PVC WATER MAIN 6"PVC REUSE MAIN STUB & PLUG 3 2 1 I i ♦ J REMOVE EXIST, PLUG & CONNECT TO EXISTING 12"PVC WATER MAIN w/ 12"x8" REDUCER. EX/ST. 12" GATE VAL VZ- & PL 1/0 EX/ST. 12" PVC WATER MAIN CR DO K ED CREEK K DR. - EX/STS.9 "'wj� M w (��j Q R/W)TOP AA4 5.3 - /NV 107.2 (8'y - ----` ................. CJ 'OT T 28 CORE BORE EXIST, SANITARY MANHOLE, CONNECT NEW 8"PVC SANITARY SEWER EL. 107.30 & REPOUR EXISTING FLOWLINE. 116.0 PA / 116.0 LOTS 14 & 15 RETENTION PON® PROPOSED GRADE 113.0 TRACT H1 113.0 116.0 - ' - - - - _ 1. o% 116.0 110.0 107.0 i I r� 107.0 113.0 r KAZAROS CIRCLE ,f `{ 8"PVC WATER MAIN 29 6" PVC REUSE MAIN STORM STRUCTURE #1 STRUCTURE .STORM #2 i8 N 28 4' CONC. SIDEWALK a; 1 POLY. SINGLE ADJACENT TO LOTS ,_ << °`zt WATER SERVICE, TYP, BY HOME BUILDER 8"PVC WATER MAIN i... :i�E ori 4o'?t.`':}�% ��•: �f�5;f:°' ,:'A it :...,. +�� a . c l:< orG'• o .. .,qr>.;a� 6N PVC REUSE MAINi N N - STRUCTURE M 28 UTILITY EASEMENT SANITARY MANHOLE 8"PVC WATER MAIN 6"PVC REUSE MAIN STUB & PLUG 3 2 1 I i ♦ J REMOVE EXIST, PLUG & CONNECT TO EXISTING 12"PVC WATER MAIN w/ 12"x8" REDUCER. EX/ST. 12" GATE VAL VZ- & PL 1/0 EX/ST. 12" PVC WATER MAIN CR DO K ED CREEK K DR. - EX/STS.9 "'wj� M w (��j Q R/W)TOP AA4 5.3 - /NV 107.2 (8'y - ----` ................. CJ 'OT T 28 CORE BORE EXIST, SANITARY MANHOLE, CONNECT NEW 8"PVC SANITARY SEWER EL. 107.30 & REPOUR EXISTING FLOWLINE. 116.0 PA / 116.0 LOTS 14 & 15 RETENTION PON® PROPOSED GRADE 113.0 TRACT H1 113.0 116.0 - ' - - - - _ 1. o% 116.0 110.0 107.0 ....�........_......»._._...._..._.,._..._.._...._.........._..___.._.�_...._._........�._............ � ........... EXIST. GRADE 107.0 113.0 113.0 35LF-18"RCP M 0 1,43% 104,0 VERT, 1"=3' _ 1 O4 �..� 110.0 . z 110.0 17 TRACT H1 10 7.0 _ _ _ 130LF - .� 36" RCP 0 0.29% .DRY RETENTION » Al 107.0 v 51LF-36"RCP »»m » m m » »m m, », » » . 0 0.24% SCALE: 104.0 H OR: 1"=30' aN. VERT. 1"=3* Y '� » , »._ » mN W 18 19 20 104.0 KAZAROS CIRCLE ,f `{ 8"PVC WATER MAIN 29 6" PVC REUSE MAIN STORM STRUCTURE #1 STRUCTURE .STORM #2 i8 N 28 4' CONC. SIDEWALK a; 1 POLY. SINGLE ADJACENT TO LOTS ,_ << °`zt WATER SERVICE, TYP, BY HOME BUILDER 8"PVC WATER MAIN i... :i�E ori 4o'?t.`':}�% ��•: �f�5;f:°' ,:'A it :...,. +�� a . c l:< orG'• o .. .,qr>.;a� 6N PVC REUSE MAINi N N - STRUCTURE M 28 UTILITY EASEMENT SANITARY MANHOLE 8"PVC WATER MAIN 6"PVC REUSE MAIN STUB & PLUG 3 2 1 I i ♦ J REMOVE EXIST, PLUG & CONNECT TO EXISTING 12"PVC WATER MAIN w/ 12"x8" REDUCER. EX/ST. 12" GATE VAL VZ- & PL 1/0 EX/ST. 12" PVC WATER MAIN CR DO K ED CREEK K DR. - EX/STS.9 "'wj� M w (��j Q R/W)TOP AA4 5.3 - /NV 107.2 (8'y - ----` ................. CJ 'OT T 28 CORE BORE EXIST, SANITARY MANHOLE, CONNECT NEW 8"PVC SANITARY SEWER EL. 107.30 & REPOUR EXISTING FLOWLINE. 116.0 _..... ... M _._ .......... �� EXIST ~µGRADE . w...». 116.0 --------------- 113.0 113.0 110.0 110.0 107.0 ....�........_......»._._...._..._.,._..._.._...._.........._..___.._.�_...._._........�._............ � »._._._..._._�.__�-__ 1.59LP-$"P-bC SCAN: SEWER..�....._......�...._....�..._..__.....,..___.,..._...._...._..»._......M.___...�..._.........,.-._....:..»..»_..m_._..._....._.._..�...._..._....._..............�_..�.. 107.0 M SCALE: 0 H OR: 1"=30' _..M»..._. m.._ ._...-_.._..__414 104,0 VERT, 1"=3' 1 O4 �..� . STRUCTURE B SANITARY MANHOLE 6"PVC REUSE MAIN VIA SANITARY M 73 4"PVC REUSE MAIN EX/ST• 8" P 11 WATER MAIN EX/ST. 18"PCP 5701?M SEIYER '� EXIST. 30' UTILITY ESM'T a 57 WET TAP EXIST, 8"PVC WATER MAIN \ W/ 8"x8" TAPPING SLEEVE, GATE VALVE & VALVE BOX 20' UTILITY ESM'T _:.. 8"PVC WATER MAIN s 6"PVC REUSE MAIN STUB & PLUG -6"PVC REUSE MAIN 58 EX/ST. 12" POC GYATER MAIN HIRE CIRCLE 707 STORM STRUCTURE 30 �,, ..... T R Q v:.. SOMMAH . MANHOLE <_ EX/ST. P 4 !/C I�YATER M/�/N RIM EL. 113.50 8.9' NW INV 106.8 ° S INV 105.08(30-) r� 15 DRAINAGE & -► z ; UTILITY ESM'T '= STORM STRUCTURE 29 4' CONC. SIDEWALK ADJACENT TO LOTS 59 BY HOME BUILDER STORM STRUCTURE #31 MITERED END SECTION W/ SPLASH PAD INV. 105.00 6"PVC WATER MAIN 60 EXIST. q GRADE 116.0 - _ 113.0 110.0 35LF - 18" RCP 0 0.71 % 107.0 SCALE: HOR: 1"=30' 104,0 VERT. 1"=3' C H J ♦ M 8 U � O v .- P Z V1 W f •t1 `� ` ,�3. TRACT G1 0 ; DRY RETENTION A2 PA 1%, *'op 137LF - 30" RCP 0 0.10% ,.WALK NOT CONCRETE SIDEWALKS ADJACENT TO SINGLE FAMILY RESIDENTIAL LOTS SHALL BE CONSTRUCTED BY THE HOME BUILDER AT THE TIME OF LOT DEVELOPMENT. CONCRETE SIDEWALKS WITHIN TRACTS, ADJACENT TO TRACTS AND ON MONTGOMERY AVENUE SHALL BE CONSTRUCTED BY THE SITE CONTRACTOR PRIOR TO COMPLETATION OF CONSTRUCTION. TRACT G1 _ C DRYON ».,».....�.... E E N TI� KEY MAP En W O o o L U) " o `" .�.I (7) Ll: o j Cc a m 0 o Q- LL. C Lir Mm in K J �a, i" O) col ✓ /cr) V w � cz� o �'7�� a o � ,W��o Q, q W � LL 0 ry ad n 116.0 w o 11 < O 3.0 o DQ 110.0 107.0 • - N F4 C Q W E 104.0 C o 01 n� W } W I\ N 0 o ry c( i w� ~-N o Q� � . m �0 �o •jam N00 16 `Y w 00 0) 0) cn N Lcu 5 V �y o CN �,O 7 X o in (y) Q- U o a- � • r� o � o C!� -2 c i o c o a Q?. T. c i7i x ENGINEER R RONALD HE N ii: PE, FL. REG. NO.34836 DESIGN DRAFT -CHECK RMH DSG PROJECT N0. 01054P P 8 DATEJANUARY, 2003 SCALE 1 „ = 30' SHEET / Or I AVE. 60 R11V DIRT ROAD NOTE: TOPOGRAPHIC CONTOURS SHOWN WITHIN TRACTS. A AND B, THE ASHTON PARK SINGLE-FAMILY SUBDIVISION DEVELOPMENT, ARE BASED ON THE COMPLETION OF PUD SITE MASS GRADING IMPROVEMENTS BY THE PUD'S SUBDIVISION CONTRACTOR. THEY DO NOT REFLECT CURRENT "EXISTING" CONDITIONS. MASS GRADING EFFORTS FOR ALL PUD TRACTS WILL BE COMLETED BY THE PUD"S CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION OF INDIVIDUAL TRACT IMPROVEMENTS. a o CEiVE VA S . ...... 60 .VPROXIMA DIRT ROA DW ACCES�S %ss !.7 GI 116.7--n--- - - - - ---j - 1 m I -< r- m _u M C4 al M -u >M M M >-fi0116.7�'J�- > _c5- > CA CrI 0 cn 4, 0 0 01 6 -0 0 OD -7 0 ------- L-4- 'pv/� -AT190 GE 0 rR -1 6936, f t), E i; EXIST NATURAL GRADE GRADE 99 p LOT NUMBER FINISH FLOOR ELEVATION FF EL 101. F.H.A. LOT TYPE A GRADING TYPE -]'9$FINISH GRADE (TYPICAL) GENERAL NOTES 1. FINISH FLOOR ELEVATIONS INDICATED FOR TYPE A & B LOTS ARE MINIMUM & ARE 12" ABOVE HIGHEST ADJACENT STREET CENTER -LINE GRADE. FINISH FLOOR ELEVATIONS MAY BE RAISED IF DESIRABLE. 2. FINISH FLOOR ELEVATIONS INDICATED FOR TYPE C LOTS ARE MINIMUM & ARE 12" ABOVE HIGHEST FINISHED CONTOURS THAT ABUTS THE BUILDING. FINISH FLOOR ELEVATIONS MAY BE RAISED IF DESIRABLE. 3. DRIVEWAYS SHALL NOT EXCEED A SLOPE OF 14%+/- X cl- 0 D .000 - - - - L16.0 10 1 -�_ui --117.0 - 1 T7- ------ a _7 - .7� - - - - � _y - - 7 A, 0 M TL' -D t_ I --j M 116. opr m --T - - - --117.5- - -A M M m -:44 m Sint, m 00 Ill m 4�6 QI m (o m __'o M 00 .0 I M m > > •> -'j :' - I LOT GRADING TYPE A 1110 ��-1 16.5 >-P!,r- 00 ALL DRAINAGE TO STREET N 0 (o i:�1-1 17.5 -o 00 r CA 115.90 o B50 P_ I o- -T] co I L 1746 b) m (A I - ------ SM� 0 00 i . �' N,N` / I:_# ,Y,,/ 11 L vvt. -v .1 :X� 0 1z I Qu bc -4 riO /a __j m (A A. --j M fz) 6.7 m IM - I r- --., r- _/�< m i u� M m* M I I '�% i�' m 0) -n m M 00 ftee--- .\O I p (A 179 oo (o 0 T ai c7l m Co(o m IrTi. 0 0 V I D. I r -,j 1, 1 > X51 1 > ��> / > 90 LOT GRADING TYPE < > 0 kA 0 cr) 0 > :_j 77 0 1 7j DRAINAGE TO FRONT & REAR LOT LINE 0 �7 0 77a 1 _T1 I % '.V� > 1 0 1 S NA k il 0 M 116.7 0 -7Q. n �p -r� o i - - 11 6 �� cb , 7S ` I -AOL tn 1"Q 4 a) I t C:> r cp - - -- 0 -)Lu • • cp M C•91 - lq:� • -Ti -7i j M uj H., (o _T1 0 S, a. %'4 \rr' m 7'� t Ny'� >or 0 m --i m co U PD I 4< m C) 10 f (.4 (A . I I Iq . - • (A u u TI < -& I M -.& M _q I t n , # vo > po i (A M 00 mio C�d C) _01 ry 'v > -,I mcr) I a� > Ln V, 117.2- -cry A, -0y t1% 0) ea __4 (TI \-u -,I , I LTI "� vc 0 T _7 �-6 M\ _< m 116.15 (h v. 'L"" I f� \ -v r- - M 0 r 0 0 r Orn 1 •�v -:0-7 co C) V) LOT GRADING TYPE C Q > :p, m 01 ALL DRAINAGE TO REAR LOT 0 INE 0 Q ofCD -u a) r4q (z) m a) 0 1 %, 4 f V, go I M�A m Lni -TIV) cu C:) m 4, LLJ 0 _Ih� Ix . I I - m > < IO M m M PA > - or o2n 91, -< r- ,...-I-cp Z co 7.2 --Tl- - - > x '117.2- - - 1� \ -1DJACENT. m f --j M _T1►A-u LOTS 23-28 & 58 A cp frui < _u (A m \2 17 9 L4 p C)u) W - •�T --q (A (A im PROPERTY M r- oo GRASS Er M M M 0 m r") I , u 4h. a 00 6-1 CO ai Ili Ln >q 109 ?o -Tj W J\ X 07 Lp 4 15 -0 "1'17.-7-5 M::: 00 Mc: 0 (A Cn !7, LnCTr m \mbm DRAINAGE O 01 u 01 r \M 0 Ns EASEMENT 4_ :�ji 8" BERM 0) _A01 _15 116.85 IN I , -9 k -op -1.. 1 X MIN, :.1; 1 -19 cd 17.ao >N - "I c: a -116.0_ 04 m 77-'] M Lu L: I's 0) rr 0 6:1 i(A rq a) M _)3 be Ul - (4:1 MAX.) ul 111 $ -11 M F_ Z 9t E M 71- w 31 7E) D < z C)" m _T1 5 m (-)00 --- U LL LLJ c: c: 0 m 8" MIN. SWALE 0.9 1-- Lo CD M ;5 SEE PLAN m - -) - OD M E -b Lu f-, -< r- _p 0 M or C- LJ -J CN u u < > 0 0 "IN o IV co > > 0 44. M (A m m - I I;, T Q REAR YARD SWALE 6-' �o r 000 ul -114. Lcu < 3: rn > 0) aCZ a) M yo .0) --1 m 0 _T1 !'ne in s" 76 7- 7a()) P, 011 C-) t w in M-16 114.8 m 0 r"SO• or- (D > 4) !E us" 4) a) LL w 4 c u _17 r) OD T1 "'ItAr, " Cy, -0.0 C)l LTI c" uj 9 _qo --g 0 �0- Eqt !:-j .NI - P a-) , 0 r%o •M v "'o C Chi - 0 w 10 0 0 cj) (N co (p LLJ r;gr U is < C) -Tj -0 Ilk z "o, _T1 b m Ln II III i X c: 0 mo • 0 'M co 0 N�J N - )or /---1 -776 ' � a_ DRY RETENTION AREA A C? m cv) m m(o Tio -2 0 Z - - - - - - - - jJ i IIiI I I i Iilii:I»,LILO ---- =-0'9_06--___ _ __ - �� / / 1 #t \ \\\�q�� \\\\ \\\\ 114:Q� 1�1 -�-•-�/ / // /�-----------I ( I I I r I <;;L_- __-__ 0L06_ / ��(�� 1 �O� c: 0 0 - - - - - - - - - - _0 'gm- -0 O1-' sp __u 7-1 00 - - - - - - - - - - - - - .. ........ 0 co - - - - - - - - - - - - - - - - - - m -0 .0 -113.0- - - - - - - 0 C0 I's U -:�� _07 I L= g 114.00 -1,2_0--- - - _Z_ 7 00 ENGINEER ile, $u Ntb zz zz zz C) Zz- - ....... zz zz� zz 101.Q�I I! fj RONALD HEN/)&r1l PE, Et_. RIEG. NO.34836 X ZZ - -102.0- f ul., - i � - DESIGN DRAFT Z= - CHECK, 'Lot - 11 8! :)�. - I I RMH DSG x '14 LA N 1 -1 PROJECT NO. 01. 0- O�A 10 01054T CTI f PIS R SCALE `2 0 IATb CTOBER, 2001 N> x C) 01 U0 r > SHEET z It C) :az 4- 8 OF 13 . ......... IOPRO�' -, "" o --, 1 4 -1 1 cv CD z CE Type A Or B Riser m a. 8" 2 Additional Bars A •c #4 0 12" BW 00 0 5" 0. C. (Horizontal Bars N oFn -� Continuous Around Corners. For # S Hoop Bar Perpendicular Bars A „ Rectangular Risers) W I, (See Section A -A) 3" #'4 Hoop Bar L - - _ A Shear Key +"��' a 2-# 7's Each Way NOTE: Variations in shear key dimensions Reference Axis Placed On Top Of will be permitted subject to the GRATE A A WEIGHT PIPE Bors A And B At 45' ' approval. Parallel Bars B (See Section A- a o SQ. YDS. TRIPLE QUAD. PIPE PIPE TOP SLAB REINFORCING STEEL DIAGRAM �0 2.27 3, Shear Key Optional Shear K 8 0. o 4.63' c � c � = d )w C co ,a t a> my 0.80 a x OV) 11 d o #4 0 12" BW SLAB TO WALL DETAILS FOR PRECAST ALTERNATE (Horizontal Bars OM V) H.- D �`� vim- m .D a ars A 306" 6„ Continuous Around o Corners For as m o N �' 4'-0" Rectangular Risersp _ C: rn In 13 ( 24 3 a°Reinforcementa %k. . a I 2 -Extra # 4's to Type A Or f}■■I : • fiGGGiGII1■GGGGGGI (See Section 8 IWIIrY-64-1 1 111YY 1 Lop Splices Permitted) . V -3--6C' 2 Additional Bars B--.�■■■■■ l Side Of • . `!�■■■■■III\ 2 Additional Bars A 1►;w��Ll■III►`► ,/�1 Bars B Long We (See Section TOP SLAB REINFORCING STEEL DIAGRAM r u a 3'-6" (Typ.) mo' m.� 0 a o "3W v) Bars � Bars q a m Top Slab ReinforcinSupplemental m a. 8" Or •c #4 0 12" BW 00 0 o (Horizontal Bars N oFn -� Continuous Around Corners. For m a „ Rectangular Risers) W I, 0 3" 'r'' Wall Reinforcing m Top Slab ReinforcinSupplemental Bar A Or B 1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED 8" TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND Each Side And E Bars B Above Opening a E-,-Q)- cAT c DIMENSIONS AT TOP SLAB oFn Vertical Wall Reinforcing (See Table) c 0 0 DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER 9- # 4 Ties lf� 12" O.C. I //Z/// -4 "14440�1 Ia, Optional Shear Key/ 1i, 11 3" 'r'' Wall Reinforcing - - _ A Shear Key 10' Draf a 7 I NOTE: Variations in shear key dimensions M SINGLE DOUBLE TRIPLE PIPE PIPE PIPE QUAD. PIPE will be permitted subject to the GRATE A A WEIGHT PIPE See Section Rotate# 4 Bars As Required ( ) ZEngineer's approval. 10' Draf a o SQ. YDS. TRIPLE QUAD. PIPE PIPE t-w1�� 2.27 3, Shear Key Optional Shear K 8 1.22 4.63' c � c � n o 0 N� Bottom Slab Reinforcin AT BOTTOM SLAB a> my 0.80 Each Wa a 11 d o m m SLAB TO WALL DETAILS FOR PRECAST ALTERNATE ELLIPTICAL PIPE SHOWN VARIES JOINT, 12" MIN. 1� 12 MIN. -SECURING DEVICE ELLIPTICAL PIPE %I A MCC F.D.O.T. INDEX #200 N. T. S. WOVEN OR NON -WOVEN FILTER FABRIC TYPE D-3 (SEE FOOT INDEX 199) WOVEN OR NON -WOVEN FILTER FABRIC ROUND PIPE COST OF FILTER JACKET TO BE INCLUDED IN THE COST OF PIPE CULVERTS. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN FILTER FABRIC JACKET (FOOT INDEX #280) Optional Post Positions �20*±Principle Post Position (Canted 20 Toward Flow) T3) >I / ter Fabric IAI Silt Flow Wood 2 1/2" Min. D. TYPE 111 SILT FENCE PROTECTION Wood 2" x 4" AROUND DITCH BOTTOM INLETS Oak 1 1/2" x 1 1/2" SECTION Steel 1.33 Lbs/Ft. Min. - 6' Max. ,Filter Fabric ( In Conformance with Sec. 985 FDOT Spec.) o 0 ` .n - TYPE III SILT FENCE i� N -_ -:;s�NOTE: SPACING FOR TYPE III FENCE TO BE IN ELEVATION ACCORDANCE WITH CHART 1, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE TYPE III SILT FENCE STRUCTURES SHEET 2 OF 3. Note: Silt Fence to be paid for under the contract unit price for staked Silt Fence ( LF ). EROSION CONTROL DETAIL (FDOT INDEX #102) v ' c = 0 1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED 8" TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND Each Side And E Bars B Above Opening a DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND E o c DIMENSIONS & QUANTITIES Vertical Wall Reinforcing (See Table) c 0 0 DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER 9- # 4 Ties lf� 12" O.C. SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM a, Y- D - - _ A 0 g Y0�=n a F II) M SINGLE DOUBLE TRIPLE PIPE PIPE PIPE QUAD. PIPE a m GRATE A A WEIGHT PIPE See Section Rotate# 4 Bars As Required ( ) CONCRETE SINGLE DOUBLE PIPE PIPE a m o - a o SQ. YDS. TRIPLE QUAD. PIPE PIPE o " m #4' 0 12 O.C. 2.27 m 'c 0 8 1.22 4.63' 7,21' u o c#5 12.37' #4 Ties 0 12" O.C.�' To Maintain Cover THE END OF EACH DAY, SEDIMENT SHALL BE REMOVED FROM THE ROADS BY c 0.40 a> my 0.80 Each Wa a 11 d o m m 2'-10" 2.36' Horizontal Wall Reinforcing See Table ) v 9' 1.41' 4.92' Peripheral 10.58' 13.42' - N 0.47 0.69 0.91 m rn In 13 ( 24 S-5" a°Reinforcementa 7.18'A 9.71' 7.03'0 11' 1 1.73' m Y 8.92' 12.33'P2525 8" �' II 1.25' �' 0.60 8. °° 11 13 #5 Peripheral 18 I- �_ 2.70' 9.25' 11.95' 9.03' 13' 2.00' Fa- 5 1.29' 2 1 2 3 0.75 1.19 1.63 2.07 15 18 21 36 5'- 1 2.87 Reinforcement 14.18 11.03 15 In in Bars A-"' Bars B W Bars A Bars B 1.33' 2 1 2 _� n ALTERNATE A =m v .0 ALTERNATE B 2.63 Wall Reinforcing V-6" 17 Fro SECTION A -A 42" SECTION B -B (max.) SECTION C -C 13.37' a a+ m thNOTE: When the inside diameter of a round structure is o 01n N ro w NOTE: Provide extra reinforcing each side of each opening at 3" maximum spacing equal to half the area of vertical 7.25' 13.25' Ml not more than V-6" larger than the opening in reinforcment removed by the opening and provide the SPECIAL TOP SLAB* 3 1 2" the riser or top slob, the top of the structure some area of reinforcment above each opening at 3" 2.57 3.34 or riser shall be constructed according to the maximum spacing as removed by the opening. 23 27 "Special Top Slab" details on this sheet. 6'-9" 3.22 15.43 18.65 GENERAL NOTES 19' 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-6" 6. Structure bottoms may be used in conjunction with curb inlet tops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless 10. The corner fillets shown are necessary for rectangular structures used with circular risers and inlet throats and used on skew with rectangular risers, inlet and inlet square (Alt. B) are designated Type P. Larger standard structure bottoms otherwise shown in the plans or other standard drawings. Alt. B structure throats. Fillets will be required in lieu of the bottom slab of the. Alt. B riser when 1.21 are designated Type J. Risers are permitted for all structures. bottoms may be used in conjunction with curb inlet Types 7 & 8, or used with the Alt. A box. Each fillet shall be reinforced with 2- #5 bars. 2. Walls of circular structures (Alternate A) constructed in place may be any ditch bottom inlet unless otherwise shown in the plans or other standard 30 54' of non -reinforced concrete or brick or reinforced concrete. Precast and drawings. 11. Inlet throats, riser or manhole tops shall be secured to structures as shown on 20.8B' rectangular structures (Alternate B) shall be constructed of reinforced 21' Index No. 201. 8.42' concrete only. 7. Rectangular structures may be rotated as directed by the Engineer in order 3. Wall thickness and reinforcement are for either reinforced cast -in-place to facilitate connections between the structure walls and storm sewer pipes. 12. Structures with depths over 14' are to be checked for floatation by designer of 2.55 or precast concrete units except thatprecast circular units may be furnished 4.88 project drainage. 23 with walls in accordance with either A.S.T.M. C-478 (up to 96 diameter) 8, Except when ACI hooks are specifically required, embedment hooks in the __60 _S'-6" or A.S.T.M. C-76, Class III, B Wall, modified where the elliptical steel cage top and bottom slabs may be replaced with straight embedments or peripheral 13. Units larger than specified standard may be substituted at the contractor's option 19.03 area is placed in the center one-third of the wall. reinforcement in accordance with the reinforcement detail shown under when these units will not cause or increase the severity of utility conflicts. Such 17.50' 26.00 'Rebar Straight End Embedment Or Peripheral Reinforcement In Lieu of ACI larger units shall be furnished at no additional cost to the Department. Larger 4. To and floor slab thickness and reinforcement are for precast and cast in Top Standard Hooks For Top And Bottom Slabs', Index No. 201, Sheet 3 of 6. Alternate A units cannot replace Alternate B units without approval of the 4.44 place construction. Top and floor slabs shall be of Class II Engineer. This note applies to this Index only. 1 31 concrete. Concrete as specified in A.S.T.M. C-478 (4000 psi) may be used in lieu of Class I and Class 11 concrete in precast items manufactured in plants which are under the Standard Operating Procedures' for the g. All steel bars shall have 1-1/2" minimum cover unless otherwise shown. Horizontal steel in rectangular structures shall be lopped a minimum of 14. For manhole and junction box tops, for frames and covers, and, for supplementary inspection of precast drainage products. 24 bar at corners, details see Index No. 201. 5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire fabric, either smooth or deformed. STRUCTURE BOTTOMS - TYPE J A N ® P ELLIPTICAL PIPE SHOWN VARIES JOINT, 12" MIN. 1� 12 MIN. -SECURING DEVICE ELLIPTICAL PIPE %I A MCC F.D.O.T. INDEX #200 N. T. S. WOVEN OR NON -WOVEN FILTER FABRIC TYPE D-3 (SEE FOOT INDEX 199) WOVEN OR NON -WOVEN FILTER FABRIC ROUND PIPE COST OF FILTER JACKET TO BE INCLUDED IN THE COST OF PIPE CULVERTS. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN FILTER FABRIC JACKET (FOOT INDEX #280) Optional Post Positions �20*±Principle Post Position (Canted 20 Toward Flow) T3) >I / ter Fabric IAI Silt Flow Wood 2 1/2" Min. D. TYPE 111 SILT FENCE PROTECTION Wood 2" x 4" AROUND DITCH BOTTOM INLETS Oak 1 1/2" x 1 1/2" SECTION Steel 1.33 Lbs/Ft. Min. - 6' Max. ,Filter Fabric ( In Conformance with Sec. 985 FDOT Spec.) o 0 ` .n - TYPE III SILT FENCE i� N -_ -:;s�NOTE: SPACING FOR TYPE III FENCE TO BE IN ELEVATION ACCORDANCE WITH CHART 1, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE TYPE III SILT FENCE STRUCTURES SHEET 2 OF 3. Note: Silt Fence to be paid for under the contract unit price for staked Silt Fence ( LF ). EROSION CONTROL DETAIL (FDOT INDEX #102) A 6.42 0 6.25 DIMENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS 010.40 010.10 DIMENSIONS PERMITTED TO ALLOW USE OF 12' STANDARD PIPE LENGTHS A0 CONCRETE SLAB SHALL BE DEEPENED TO FORM BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW BEVELED OR ROUND CORNERS -E �3:o SOD ._.• PAID FOR AS PIPE CULVERT CONCRETE SLAB , 3" THICK REINFORCED WITH:;?!V VARIEST� WWF 6x6-w1.4Xw1.4 TOP VIEW - SINGLE PIPE ON 3'-0" FRAME 9'-0" nR SECTION CAST 1ON l ► 1, STORM MANHOLE -Y F.D.O.T. • NTS CONCRETE PIPE • SLOPE: q TO ¢ PIPE FOR PIPES 18" AND SMALLER 2:, FOR PIPES 24" AND LARGER. 4. 3„ C Ir :ONNECTOR DITCH GRADE I SADDLE \ �. ,0 6" Z NOT LESS g4 BAR THAN n 4' SOD THE ENGINEER. E F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION LI Sl IN 1 Lei )♦ F.D.O.T. INDEX TOP VIEW �• I WALL SECTION SECTION For Curb Inlets Types 1, 2, 3, & 4 CAST IRON FRAME STORM MANHOLE TYPE II F.D.O.T. INDEX #201 NTS 2"R. YR. 4 R. 01A Z A A. o . • . o• n r IN 2 (0 2421 r- - TYPE F CURD F.D.O.T. INDEX #300 N.T.S. EROSION AND SEDIMENT CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. DIMENSIONS & QUANTITIES AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. D X A B _ C E F G M SINGLE DOUBLE TRIPLE PIPE PIPE PIPE QUAD. PIPE N GRATE A A WEIGHT PIPE SIZES A STRONG PIPE CONCRETE SINGLE DOUBLE PIPE PIPE CU. TRIPLE PIPE YDS. QUAD. PIPE SODDING SINGLE DOUBL PIPE PIPE SQ. YDS. TRIPLE QUAD. PIPE PIPE 15" 2 -7 2.27 4.09 6.36 4.03 8 1.22 4.63' 7,21' 9,79 12.37' 1.19 THE END OF EACH DAY, SEDIMENT SHALL BE REMOVED FROM THE ROADS BY CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT 0.40 0.61 0.80 1.00 9 11 12 14 18 2'-10" 2.36' 5,12' 7,48' 5.03' 9' 1.41' 4.92' 7.75' 10.58' 13.42' 1.21' 0.47 0.69 0.91 1,14 10 11 13 15 24 S-5" 2.53' 7.18'A 9.71' 7.03'0 11' 1 1.73' 5.50' 8.92' 12.33'P2525 1.25' 0.60 0.90 1.21 1,52 11 13 16 18 30 4-3 2.70' 9.25' 11.95' 9.03' 13' 2.00' 14.58 1.29' 2 1 2 3 0.75 1.19 1.63 2.07 15 18 21 36 5'- 1 2.87 11.31 14.18 11.03 15 2,24' 6.67' 11.75' 16.83' 1.33' 2 1 2 3" 0.89 1.48 2.05 2.63 17 21 24 42" 6'-0" 3.05' 13.37' 16.42 13.03' 17' 2.45' 7.25' 13.25' 19.25' 1.38' 2 1/2" 3 1 2" 1.05 1.82 2.57 3.34 19 23 27 4 6'-9" 3.22 15.43 18.65 15.03' 19' 2.65' 7 4 1 ' 1.42 2 1 2" 3 1/2" 1.21 2.15 3.07 4.00 21 27 30 54' 7'-8" 3.39' 17,49' 20.8B' 17.03' 21' 2.83' 8.42' 16.08' 23.75' 1.46 3 4 1.39 2.55 3.72 4.88 23 28 33 __60 _S'-6" 3.56 19.55 23.11 19.03 23 3,00' 9.00 17.50' 26.00 1.50' 3 4 1.59 3.02 4.44 5.86 25 1 31 36 A 6.42 0 6.25 DIMENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS 010.40 010.10 DIMENSIONS PERMITTED TO ALLOW USE OF 12' STANDARD PIPE LENGTHS A0 CONCRETE SLAB SHALL BE DEEPENED TO FORM BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW BEVELED OR ROUND CORNERS -E �3:o SOD ._.• PAID FOR AS PIPE CULVERT CONCRETE SLAB , 3" THICK REINFORCED WITH:;?!V VARIEST� WWF 6x6-w1.4Xw1.4 TOP VIEW - SINGLE PIPE ON 3'-0" FRAME 9'-0" nR SECTION CAST 1ON l ► 1, STORM MANHOLE -Y F.D.O.T. • NTS CONCRETE PIPE • SLOPE: q TO ¢ PIPE FOR PIPES 18" AND SMALLER 2:, FOR PIPES 24" AND LARGER. 4. 3„ C Ir :ONNECTOR DITCH GRADE I SADDLE \ �. ,0 6" Z NOT LESS g4 BAR THAN n 4' SOD THE ENGINEER. E F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION LI Sl IN 1 Lei )♦ F.D.O.T. INDEX TOP VIEW �• I WALL SECTION SECTION For Curb Inlets Types 1, 2, 3, & 4 CAST IRON FRAME STORM MANHOLE TYPE II F.D.O.T. INDEX #201 NTS 2"R. YR. 4 R. 01A Z A A. o . • . o• n r IN 2 (0 2421 r- - TYPE F CURD F.D.O.T. INDEX #300 N.T.S. EROSION AND SEDIMENT CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE 8, WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING IMMEDIATELY. ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD M ENTERING ANY STORM DRAIN SYSTEM DITCH 6. SEDIMENT WILL BE PREVENTED FRO E SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY A T OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING THE END OF EACH DAY, SEDIMENT SHALL BE REMOVED FROM THE ROADS BY CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN TREATED TO REMOVE SEDIMENT. THIS MANNER. 7. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES 9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVEL- WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY OPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO WORKING CONDITION AT THE END OF EACH WORKING DAY. PREVENT FURTHER EROSION AND SEDIMENTATION. Z X M 2' MIN. 2' - 8" MAX. 51 TONGUE & GROVE JOINT TO MATCH z a 2• MIN. RISER 2' - 8" MAX. M T JOINT TO MATCH ONGUE & GROVE RISER PRECAST CONCENTRIC CONE TYPE 8 MA 1 1/2" OPTIONAL KEY 1/2'-� THICKNESS OF SECTION STRUCTURE LL NOTE: SEE SLAB DESIGNS INDEX 200. TYPE 7 MANHOLE TOPS F.D.O.T. INDEX #201 NTS Inlet Type 2 Symmetrical About c , A et' Co 2' Dia. Cover See Slab Reinforcing - 6,s + o 4 Inlet Detail This Sheet. o I 6 o a 6„ B L N 5" Qi Concret Support Post 10'-0" 3'-0" L_. A PLAN (INLET TYPE 2 SYMMETRICAL ABOUT �) To Be Paid Limits Of Inlet Construction To Be Paid For As C. & For As C. & G. F.L. 01 Gutter _ IJ 10'-0" 3'-0" 1 3'-0" Gutter Gutter Trans. Trans. SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT q) See Note No. 4 6" Concrete 8" Brick, (_ 4'-0" 1'-6" V-6" 5" 0 Concret Support Post I 2'-O" DIMENSIONAL SECTION TYPES 1 & 2 CURB INLETS F.D.O.T. INDEX #210 N. T. S. RISER 3'-6"OR4'DIA. PRECAST ECCENTRIC CONE DOLES NOTES: (TOPS) 1. MANHOLE TOP TYPE 7 SLABS SHALL BE OF CLASS II CONCRETE. CONCRETE AS SPECIFIED IN ASTM C-478 MAY BE USED FOR PRECAST UNITS; SEE GENERAL NOTE No. 3. 2. MANHOLE TOP TYPE 7 SLABS MAY BE OF CAST -IN-PLACE OR PRECAST CONSTRUCTION. THE OPTIONAL KEY IS FOR PRECAST TOPS AND IN LIEU OF DOWELS. FRAME AND SLAB OPENINGS ARE TO BE OMITED WHEN TOP IS USED OVER A JUNCTION BOX. FRAMES CAN BE ADJUSTED WITH FROM ONE TO SIX COURSES OF BRICK. & MANHOLE TOP TYPE 8 MAY BE OF CAST -IN-PLACE OR PRECAST CONCRETE CONSTRUCTION. FOR CONCRETE CONSTRUCTION THE CONCRETE AND STEEL REINFORCEMENT SHALL BE THE SAME AS THE SUPPORTING WALL UNIT. AN ECCENTRIC CONE MAY BE USED. 4.MANHOLE TOPS SHALL BE SECURED TO STRUCTURES BY OPTIONAL CONSTRUCTION JOINTS AS SHOWN ON SHEET 3 OF 6. 12C MAX. 120' MAX. 30' MAX. 1 30' MAX. 30' MAX. ,/2. A D D D D D E D D F D D A 1/2- �� 55�15 1.1 RETURN`-,ru CURB TURNOUT OR OTHER RIGID STRUCTURE SAWED JOINTS 1/2. A B C B C B C B C B A 1/2. �l 5. 1 5. 15' 15' ( 51 15 V I.15- i! TURNOUT OR OTHER RIGID STRUCTURE OPEN JOINTS LONGITUDINAL SECTION JOINT LEGEND A- 1/2" EXPANSION JOINTS (PREFORMED JOINT FILLER) B- 1/8' DUMMY JOINTS, TOOLED C- 1/8" FORMED OPEN JOINTS D- 3/16" SAW CUT JOINTS, 1 1/2" DEEP (96 HOUR) MAX. 5' CENTERS E- 3/16" SAW CUT JOINTS, 1 1/2" DEEP (12 HOUR) MAX. 30' CENTERS F- 1/2" EXPANSION JOINT WHEN RUN OF SIDEWALK EXCEEDS 120' G- COLD JOINT WITH BOND BREAKER, TOOLED SIDEWALK_ EXPANSION JOINTS FDOT INDEX # 310 NTS CONC. SIDEWALK ASPHALT N _ e .- • - o '. • d' d PAVM'T BASE A 6" 6" CONCRETE SHALL BE 4-14-1 3000psi W/ 5" SLUMP CONCRETE SIDEWALK NTS P Z W g 0 R �_• 0 00 <Z } ms's" �+. LLJ 0� Wa. �i«nn� i W Lli 6- Ir W In 00 f. cr) t "` 00 w r, 0 �j CJ 0 0 LL- arza "1 v1 O LJ @ :Z)q Q c J Q LIJ 0 o w V O V C _ E N - Z 0 o o W � N O o Ie M Z O>Q �,Qin Q.1D P Z � � Q �0 ry0 CD W 00 O N ZD 0 0 W� oo �.i.../ C (3)v) :Z- N +- ul Q tt� Vov' COO'-) 0 N lJ 0 0 Zx 0-W (Y).0 a U S, _I M a C C? C C:0 CD O � N '0 0 n_ ENGINEER RONALD HE ON II, PE, FL. REG. NO.34836 DESIG DRAFT _ .CHECK RMFT DSG PROJECT N0. 01 054D DATE OCTOBER, 2001 SCALE N/A SHEET 9 OF 13 •8 CD a 0 TEMPORARY JUMPER CONNECTION NOTES: 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN OF ANY SIZE FROM 2'METER DOUBLE CHECK BACKFLOW EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS UP TO 8 INCHES IN PREVENTER ASSEMBLY DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY SCH. 40 GALVANIZED NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, PIPE AND FITTINGS FLUSHING, TESTING AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFULLY COMPLETED AND PROVIDE TEMPORARY CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND PRESSURE GAUGE OTHER PERTINENT AGENCIES HAVE BEEN RECEIVED. THE JUMPER CONNECTION SHALL ALSO BE USED TO SUPPORTS As REQUIRED. MAINTAIN A MINIMUM PRESSURE OF 20 PSI IN THE NEW MAINS AFTER DISINFECTION AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED ADEQUATE. THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY. AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION II OF AWWA C651-92. 72" TO 30" 3/4" HOSEBIBB ABOVE W/VACUUM BREAKER 3. FLUSHING OF 10 INCHES IN DIAMETER AND LARGER WATER MAINS MAY BE DONE THROUGH THE TIE-IN 2" SCHD. 80 PVC. GRADE 2' SCHO. 80 PVC VALVE UNDER VERY CONTROLLED CONDITIONS. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: -► s PRESSURE GAUGE A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UTILITY i III i I COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE NOT WATER TIGHT SHALL BE REPLACED WITH A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE DOUBLE STRAP SADDLE - LEAKING VALVE. 2" CORP. STOP B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER 2" CORP. STOP CONNECTION SHALL BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. EXISTING m NEW WATER LINE * FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER WATER LINE MAINS --i- J FLOW --*- * ALL DOWNSTREAM VALVES IN THE SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE. * PROVIDE FOR AND MONITOR THE PRESSURE IN THE TIE-IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI. • THE TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP ACROSS THE TIE-IN VALVE MUST BE CLOSED AND VALVE IS GREATER THAN 10 PSI. REMAIN LOCKED. CITY TO PROVIDE C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY COMPANY UNTIL FLUSHING BEGINS. LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY COMPANY AND OBSERVED BY THE ENGINEER. NOTE: E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, THE UTILITY COMPANY. ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN TESTED AND IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION. 5. EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8 INCHES IN DIAMETER, THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2 INCH BRASS PLUGS. 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS, VALVE. ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY JUMPER CONNECTION NTS CORPORATION CURB STOP CORPORATION U -BRANCH STOP (1' MIN.) (SEE NOTE 3) STOP (1" MIN.) (1VIx1 " WOOD PAINTED x 3/41, BLUE & WITH CURB STOP LOT NUMBERS z � 2 EA POLYETHYLENE J POLYETHYLENE J TUBING (1" MIN.) TUBING (1" MIN.) SINGLE METER BOX DOUBLE METER BOX AND WATER METER AND WATER METER (BY CITY) (BY CITY) SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS TO METER BOX ASSEMBLY SADDLE-� POLYETHYLENE TUBING y0 - 45 DEG. WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4' x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. RESIDENTIAL WATER SERVICES NTS NTS DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) PROPERTY LINE (TYP.) WATER MAIN 4" WATER REDUCER MAIN (MIN.) -/H ( HYDRANT FITTINGS AS ASSEMBLY REQUIRED (TYP.) (SEE NOTE 1 RIGHT OF WAY LINE CURB WATER MAIN 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT -QF -WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. WATER SERVICE LOCATION DETAIL inI SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR EAS FINISHED GRADE -� I (SEUNPAVED NDE AILS ADJUSTABLE CAST IRON �'-6' BEDDING ROCK SEE NOTE 2 --- _ RESILIENT SEAT GATE STANDARD INSTALLATION (SEE BOX SHALL REST ON DETAIL) L) '°� •Yam a;. • -•. -•; .� PUMPER NOZZLE 1.THE DEVELOPER MAY i�FACING STREET ° '"•°" -'Oip"O� RECESSED UP TO 4" e" >`o�o o� •°'off` >:° °:° ° °-•:° •"= - "• ode e.e-••o ale BELOW FINISHED GRADE ;' ' 1 .1 -oho-oho-o�o•o�-a;o•a�o•o� 2.CLEARANCE BETWEEN OMPACTEDBACKFILLSEE BOTTOM OF BOLTS AND 10 NOTE 2 LA 11-1/4• BEND SHALL BE 6" MINIMUM. SECTION A -A J FIRE HYDRANT NTS DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) PROPERTY LINE (TYP.) WATER MAIN 4" WATER REDUCER MAIN (MIN.) -/H ( HYDRANT FITTINGS AS ASSEMBLY REQUIRED (TYP.) (SEE NOTE 1 RIGHT OF WAY LINE CURB WATER MAIN 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT -QF -WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. WATER SERVICE LOCATION DETAIL inI SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR EAS FINISHED GRADE -� I (SEUNPAVED NDE AILS ADJUSTABLE CAST IRON �'-6' BEDDING ROCK SEE NOTE 2 --- _ RESILIENT SEAT GATE STANDARD INSTALLATION (SEE BOX SHALL REST ON DETAIL) L) '°� •Yam a;. • -•. -•; NOTES: NOTES: :o:"r�' "�•�'�•" • ° °•°'°: a' a� •:'oma •. 1.THE DEVELOPER MAY �o•.• INSTALL THE SHEAR PAD ° '"•°" -'Oip"O� RECESSED UP TO 4" e" >`o�o o� •°'off` >:° °:° ° °-•:° •"= - "• ode e.e-••o ale BELOW FINISHED GRADE %°:•'°� '': °:• •e o•e oe o.. o. AND SOD THE RECESSED � 7•v O•p O.p-O.o O.v•O.o O.o-O•o- SECTION. -oho-oho-o�o•o�-a;o•a�o•o� 2.CLEARANCE BETWEEN 6 1 BOTTOM OF BOLTS AND 10 TOP OF SHEAR PAD 11-1/4• BEND SHALL BE 6" MINIMUM. SECTION A -A J FIRE HYDRANT DETAIL NTS DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) PROPERTY LINE (TYP.) WATER MAIN 4" WATER REDUCER MAIN (MIN.) -/H ( HYDRANT FITTINGS AS ASSEMBLY REQUIRED (TYP.) (SEE NOTE 1 RIGHT OF WAY LINE CURB WATER MAIN 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT -QF -WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. WATER SERVICE LOCATION DETAIL inI SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR EAS FINISHED GRADE -� I (SEUNPAVED NDE AILS ADJUSTABLE CAST IRON NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE & BOX DETAIL lik MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). VALVE BOX SEE NOTE 2 --- _ INDICATED. BOX SHALL REST ON RESILIENT SEATBEDDING ROCK NOT M. J. GATE VALVE ANDVSHAELLOBEPIPE 23 32 WATER CENTERED ON MAIN OPERATING NUT 10 13 17 21 24 22-1/2° BEND 5 1 6 1 8 10 1 12 11-1/4• BEND 2 3 J 5 6' BEDDING ROCK PLUG OR BRANC OF TEE NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE & BOX DETAIL lik MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). FINISHED GRADE 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE SURFACES INDICATED. tri C13 H PIPE SIZE 4' 6" 8' 10" 12' 16" 20' 24' 30" 90° BEND 23 32 42 50 56 45° BEND 10 13 17 21 24 22-1/2° BEND 5 1 6 1 8 10 1 12 11-1/4• BEND 2 3 4 5 6 PLUG OR BRANC OF TEE 20 41 63 83 103 NOTES: FINISHED GRADE 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE SURFACES INDICATED. tri C13 H 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING � a�9 Lm, WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. f i < 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS Fn OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE ELEVATION RESTRAINED UNLESS OTHERWISE INDICATED. 1/2" PREFORMED JOINT 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN MATERIAL BETWEEN PIPE ACCORDANCE WITH THE PROCEDURE OUTLINED IN 'TolRUST AND CONCRETE SLAB - RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED 6' CONCRETE SLAB WITH BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: NO. 6 x 6, W10 x W10 - WORKING PRESSURE: -- 150 P.S.I.* `SEE NOTE 4 SOIL DESIGNATION: ____.SA_1Q_5Jl.I_---_- LAYING CONDITIONS: • COMMON FILL __3-_- 6" GATE VALVE- ALVE6. 6.FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A'FACTOR OF 1.5. oa co 12" (TYP) • TO BE COMPLETED BY THE ENGINEER. " FROM POTABLE WATER MAIN RESTRAINED PIPE TABLE 6"PVC WATER MAIN 4" REDUCED PRESSURE BACKFLOW PREVENTER INSTALLED BY THE CONTRACTOR 90' FLANGED BEND ' GATE VALVE •6'PVC REUSE MAIN TO REUSE MAIN '-90• MJ BEND-' NTS NOTES: 1. ALL ABOVE GROUOND PIPE SHALL BE FLANGED DUCTILE IRON. 24" x 24' x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC CROSS CONNECTION DETAIL ANCHORED IN CONC. PAD 44 BARS ALL 3" DIA. BRONZE TAMP AS R Q D AROUND DISC ANCHORED IN SEE NOTE 1Fj NTS SIZE OF VALVE ASNREQ'DD STAMP TYPE OF VALVE < <r SERVICE. DIRECTION & N0. OF TURNS TO OPEN METALLIC LOCATING WIRE, /- tARLY WARNING TAPE VALVE BOXCN FINISHED GRADE AND COVER 2500 P.S.I. CONCRETE MIN. ANCHORS UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 9" ASPHALT SURFACE BASE 4" x 4" x 18" LONG VALVE BOX(MIN.) PRECAST POST AND COVER WITH 3' DIAMETER (TYP.) BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDTITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16' AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL, NTS �\ t 1 MAX. PVC WATER MAIN OR RECLAIM MAIN L I. METALLIC LOCATING WIRE NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A kANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. LOCATING WIRE DETAIL NTS CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES "DOING (SEE TYPE B W/ SIZE OF PIPE BEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) FINISHED GRADE SURFACES tri C13 H W 3 ....... � a�9 Lm, 4 f i < r'. Fn ELEVATION MANHOLE FRAME & COVE? w �X `SEE NOTE 4 M.� r Q I( COMMON FILL ! PIPE- 0:0. 0) a CN W� co 12" (TYP) SELECT / COMMON an SELECT COMMONI FILL FILL �� m Z / BEDDING ROCK W N PIPE BEDDING < (SEE NOTE 8 & 9) UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95Z OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE Lo MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24, AND 24" MAX. FOR PIPE DIAMETER 24' AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. q 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CRY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15', AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL C;a NTS RAISED 1-1 /2' LETTERS FLUSH WITH TOP OF PLAN 2 - NON PENETRATING PICK HOLES JACHINED 23-3/4- MATING SURFACES tri C13 H W 3 ....... � a�9 Lm, 4 f i < r'. Fn ELEVATION MANHOLE FRAME & COVE? CONCRETE BASE SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. BENCHING PER SPECIFICATIONS REINFORCEMENT AND JOINT-� DETAIL TO BE DESIGNED BY THE ENGINEER AND APPPROVED BY THECY 9 9 BEDDING ROCK NTS TROWEL -FINISHED CONCRETE BENCHING MANHOLE FRAME & COVER (SEE STANDARD DETAIL FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN. I T MIN. 9" 2' MIN. NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE, SANITARY MANHOLE NTS OUTSIDE WAIL PRE -PRIMED DONT SURFACES PRE-MDLDED PLASTIC JOINT SEALER WRH WWRAPP ERS (WRAPPER T BE REMOVED SQUEEZE -OUT TRENCH WIDTH VARIES W/ SIZE OF PIPECROWN TRENCH IN �- UNIMPROVED AREAS 3 MIN. FINISHED GRADE SEE NO E 8) LL.. CV xz SEE NOTE 4 '. , ' //�� w n COMMON FILL �� f v cn PIPE 0.0. J SELECT z %�X. /�� COMMON W uj UNDISTURBED o //� FILL m W TH SEE NOTE 3} \ n le A NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24". AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL NTS LOT LINE WYE WITHul J 6" BRANCH SEWER MAIN Lu Lu 6" 45° SIZE VARIES 3 CLEAN-OUT w o BEND (TYP-) Z WYE WITH SEE NOTE 1 6" BRANCH CLEAN-OUT LREMOVABLE 6" 45° WYE WITH SEE NOTE 1 PLUG BEND 6" BRANCH W LOT LINE � DOUBLE � WYE PLAN FINISHED GRADE SLOPE TO <:... 3 DEPTHI AT 1.0% MIN. /- (TYP.) 1 ROTATE TERMINAL DEPTH 30• (NP.) SPRING LINE HOREQUIRED FOR (SEE NOTE 3) SEWER MAIN USE' SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL NTS PRECAST TEE WAANNI OLE INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT 6". OF VERTICAL PIPE DROP PIPE INLET CONNECTION (SEE NOTE 1) AS REQUIRED 90° BEND STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTIONDETAILS NTS tri C13 H W 3 _ y � a�9 Lm, 4 f i < r'. Fn w CL. L L,t .9�' W o_ CL w M.� r Q I( 0) a W� co 0 `lz I r�r W ^ < Lo q 0 Q C;a W W N W � o Q 4 Cow)V O t � N C L EO Z) Z I✓ c O OL o L n` O � N Uj N U ° - w0 O z Z O _0 WL O) �U v =Q w 00 � o 0 W c: w OO 6 N -�- C) O r n V o o O H -,0 Z (ko p x 0 t:xx• (L T� 0) O c? 0 0 IL O CDOca AD Q ENGINEER RONALD HEN N._Ii, P,E.,- FL REG. 34836 DESIGN DRAFT CHECK RMH DSO I PROJECT NO. 01 054D DATE OCTOBER, 2001 SCALE N/A SHEET 10 OF 13 13 SEC11ON — 0101 0 SUMMA Y R OF THE WORK Construction of 75 single family residential subdivision. Associated improvements include storm sewer collection system, paved roadways, underground utilities (water, reuse, sewer, etc.), landscaping and irrigation to serve this development. Contractor shall refer to the soils investigation report as prepared by Bechtel Engineering & Testing, Inc, for existing soil conditions and supplement as necessary to provide complete bid. Confroctor Use of Premises: Use of the Site: Confine operations at the site to the areas permitted. Portions of the site beyond areas on which work is indicated are not to be disturbed. Lock automotive type vehicles and other mechanized or motorized construction equipment, when parked and unattended. Do not leave vehicles or equipment unattended with the motor running or ignition key in place. Pre -Construction Meetings: Contractor shall notify Engineer prior to all pre -construction meetings with Cit Count or U ill - t t Com an If n r c nstruction meetin r - o e o sae re uired hn in Y/ Y i e a re construct o Y P Ys P 9 4 P meeting must be held with the Engineer, the General Contractor and approprote sub -contractors. The contractor shall coordinate the construction of paving and storm drainage with all other construction an d shall be re onsible f r 1 cation of and rote ion f i i s o o ct o ex stn under r n p p g g ou d utilities during construction, All underground utilities must be installed prior to preparation of subgrade for pavement, Prior to beginning any work on-site, General Contractor shall obtain, from the Engineer, the existing Storm Water Pollution Prevention Plan (SWPPP), and take the following steps: 1. Contractor to review and modify the plan as necessary to comply with the U.S. Government Environmental Protection Agency (EPA), as required by the Clean Water Act and must comply with the Florida Department of Environmental Protection (FDEP) requirements for the National Pollutant Discharge Elimination system (NPDES) permit. 2, Fill in all re uire r i in h WPPP. Includin but not limited to: d seas wth t e S 9 9 A. SWPPP Coordin n m Adress Phone Numbers star Coma Na e B. SWPPP Team Members, Company Name, Adress, Phone Numbers C. Certifications for General Contractor and all Sub -contractors 3. Submit copies of the modified plan to the Engineer, Architect, and Construction Manager for their approval. 4. Copy of the approved SWPPP must be maintained on-site during all phases of construction, Throughout construction the SWPPP Coordinator shall perform site inspections and repairs as required within the SWPPP SECTION 01400 - QUALITY CONTROL SERVICES r' in a tions and tests erformed b inde n n Desc Iptlon: Quality control services include sp c p y pe de t agencies and governing authorities, as well as by the Contractor. Inspection and testing services ore intended to determine compliance of the work with requirements specified. Specific quality control requirements are specified in individual specification sections. Res onsibilities- P Contractor Responsibilities: Except where indicated as being the Owner's responsibility, quality n I vi r r' n i ilit includin those ecifie t r co fro ser ces a e the Contracto s respo s b y, g sp d o be pe formed by an independent agency and not by the Contractor• The Contractor shall employ and pay an independent agency, testing laboratory or other qualified firm to perform quality control services s cifie pe d. The Owner will engage and pay for services of an independent agency to perform the inspections and tests that are specified as Owner's responsibilities. Retest Responsibility. Where results of inspections or tests do not indicate compliance with contract document, retests are the Contractor's responsibility. Responsibility for Associated Services: The Contractor shall cooperate with independent agencies performing inspections or tests. Provide auxiliary services as are reasonable. Auxiliary services include. Provide access to the work. Assist taking samples. Deliver samples to test laboratory. o r in i n• Th n in dent testa enc shall coordinate the n f C o d at o. a Contractor a d depen g y segue ce o in w r to accommodate ins ection their activities. Avoid removin and re lac o k sand tests. The 9 P 9 P Contractor is responsible for scheduling times for inspections and tests. Qualifications for Service Agencies: Engage inspection and test service agencies which are r lift I ' m nded Re uirements for Inde endent Labors or e ua i ed as cam n with Recom e t P q P Yi 9 9 P Y Qualification" by the American Council of Independent Laboratories. w ' r or f each ins ection test or similar s rvic in Submittals: Submit a certified ritten a t o e e P P duplicate to the Engineer, Report Data: Written inspection or test reports shall include, Name of testing agency or test laboratory. a I m I sts or ins ections. Dates nd ocations of sa es to p P Names of individuals present. Complete inspection or test data. Test results. Interpretations. Recommendations, i n r sin r air dam w r I i of ins eci o o tet a ed ark and Re air and P otection: U on cam et on P P 9 eP 9 P P restore substrates and finishes. Comply with requirements for "Cutting and Patching". The contractor shall be responsible for retaining a registered surveyor to prepare as -built drawings of all improvements. Approved as -built drawings must be provided to the en ineer rior to receivin final a roval. 9 P 9 PP SECTION 02110 — SITE CLEARING PART 1 — GENERAL DESCRIPTION OF WORK: Extent of site clearing is shown on drawings. Site clearin work includes but is not limited to: 9 Protection of existing trees. Removal or relocation of trees and other vegetation. To soil stri in . P PP 9 Clearing and grubbing, R m vin v - r rovements. e o g aba e g ode imp Removing below -grade improvements. JOB CONDITIONS: Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction. Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. Protect improvements on adjoining properties and on Owner's property. Restore damaged improvements to their original condition, as acceptable to parties having jurisdiction, Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing, Water trees and other vegetation to remain within limits of contract work as required to maintain their health during course of construction operations. Provide protection for roots over 1" diameter cut during construction operations. Coat cut faces with an emulsified asphalt, or other acceptable coating, formulated for use on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. Repair or replace trees and vegetation indicated to remain which are damaged by construction operations, in a manner acceptable to Landscape Architect. Employ licensed arborist to r it r nd hrubs. e a dama es to t ees a s P 9 Replace trees which cannot be repaired and restored to full -growth status, as determined by arborist. Salvable Improvements: Carefully remove items indicated to be salvaged, and store on Owner's premises where indicated or directed. PART 2 — PRODUCTS Not applicable to work of this section. PART 3 — EXECUTION SITE CLEARING: General: Remove trees, shrubs, gross and other vegetation, improvements, or obstructions in rf rip wi h in I w n r tin Remove such items elsewhere on i r to e f stat often of ne co st uc o s to 0 9 premises as specifically indicated. Removal includes digging out stumps and roots. Protect existing trees to be preserved. • Carefully and cleanly cut roots and branches of trees with clean sharp pruning tools where indicated to be left standing, and where such roots and branches obstruct new construction, Topsoil: Topsoil is defined os friable clay loam surface soil found in a depth of not less than 4". Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and other object over 2" in i m n wi r ti nable ma eri 1 d a eter a d thous weeds roots and othe ob eco t o . 1 Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. Remove heavy growths of grass from areas before stripping. Stockpile topsoil in storage piles in areas shown, or where directed. Construct storage piles to freely drain surface water, Cover storage piles, if required, to prevent wind-blown dust. Dispose of unsuitable or excess topsoil some as waste material, herein specified. Clearing and Grubbing: Clear site of trees, shrubs and other vegetation, except for those indicated to be left standing. The building areas, plus minimum of 3 foot margins on all sides should be cleared and stripped of all vegetation and surface organics and any other deleterious materials which may be encountered, Completely remove stumps, roots, and other debris protruding through ground surface. Fill depressions caused by clearing and grubbing operations with satisfactory soil material. Unless further excavation of earthwork is indicated. Fill shall be of clean, find sand AASHTO Class A-3 and shall be placed in loose lifts not exceeding 8" in thickness and compacted to at least 95% of modified proctor maximum dry density (ASTM D-1557). Use only hand methods for grubbing inside drip line of trees indicated to be left standing. Removal of Improvements- Remove existing above -grade and below -grade improvements necessary to permit construction, and other work as indicated. The locations of all existing utilities shown on these plans have been determined from the best information available and are given for the convenience of the contractor, The Engineer assumes no responsibility for their accuracy, Prior to the start of any demolition activity, the contractor shall notify the utility companies for onsite locations of existing utilities. Chapter 553.851 of the Florida Statutes requires that an excavator notify all gas utilities a minimum of two (2) working days prior to excavating. Prior to an rem v I f n n r r tank h com le I o a o a u de ound and of er com anent contractor must to Y 9 P Y Y P drain ih s m n v ni s i n n i t i n e yste s to a spore ed sa t t o to k o d sposal to an approved locatio . All existing sewers, piping and utilities shown are not to be interpreted and the exact location, or as the only obstacles that may occur on the site. Verify existing conditions and proceed with caution ro n an nit 1 tures. Give no is 1 ill r r in destructs n a n d y a t c poted ea t o to al uti ty companies egad g o and removal of all service lines and cap all lines before proceeding with the work. Electrical, telephone, cable, and/or gas lines needing to be removed or relocated shall be coordinated with the affected utility company, Contractor must stop operation and notify the owner for proper direction if any environmental or health related contaminate is encountered during demolition/excavation process. Prior to any clearing or demolition occurring, all erosion control devices are to be installed. Ab n nm n r r m v l f r in under round i r c i wn n ivil or ado e t a e o 0 o ce to e o ondu is mo be she o c 9 PP Y elec ri 1 r win n 'n I d nd r work of those a ion of ndon d t ca d a s o d is i s ude u e s ct s, Removal aba e 9. underground piping or conduit interfering with construction is included under this section, PAVEMENT REMOVAL A. Where existing pavement is to be removed, saw -cut the surfacing leaving a uniform and straight edge with minimum disturbance to the remaining adjacent surfacing. If construction results in raveling of the saw -cut surface, recut back from the raveled ed a rior to restoration. 9 P B. Where existing pavement, curb and gutter, sidewalk, driveway, or valley gutter is removed for the purpose of constructing or removing box culverts, pipe, inlets, manholes, appurtenances, faciiliiies or structures, said pavement,ete. shall be replaced and restored in equal or better condition than the original, Contractor shall provide all necessary labor, materials, equipment, tools, supplies, paint, and equipment required. Prior to any clearing or demolition ocurring, all erosion control devices are to be installed. DISPOSAL OF WASTE MATERIALS: Burning on Owner's Property: Burning is not permitted on Owner's property unless valid ermi i in fr wn r and o ro riate re ulator a enc . p i s obto ed om O e pp p g y g y Removal from Owners Property. Remove waste materials and unsuitable and excess topsoil from Owner's property and dispose of off site in legal manner, SECTION 02200 —EARTHWORK PART 1 — GENERAL DESCRIPTION OF WORK: Extent of earthwork is indicated on drawings. Prior to bidding work the Contractor shell obtain and review a copy of the projects geotechnical report(s), The contractor shall supplement the reports) with additional soils investigation as required to supply a complete bid, QUALITY ASSURANCE: n form xcavation work in com liance with a Iicable re u irements of Codes a d Standards: Per e P PP 4 governing authorities having jurisdiction. Testing and Inspection Service: vi in r to erform soil The Contractor shall engage and pay for ser ces of an independent Softs Eng ee p testing and inspection service for quality control testing during earthwork operations. The Contractor shall coordinate with, and schedule the services of, the Soils Engineer to facilitate testing required by the Owner throughout construction. SUBMITTALS: Test Reports -Excavating: Submit following reports directly to Engineer from the testing services, with copy to Contractor: Test reports on borrow material. Fi 1 d nsit t r orts. e d e est e Y P One optimum moisture -maximum density curve for each type of soil encountered. entations r Site Information: Data on indicated subsurface conditions ore not intended as repres o warranties of accuracy or continuity between soil bearings. It is expressly understood that Owner r con 1 ions drawn ther fr b Contractor. Data will not be responsible for interpretations o c us a om y ar vailable for convenience of Co ntractor e made a Additional test borings and other exploratory operations may be made by Contractor at no cost to Owner, r n iii in r f w r l u ilities are to Existing Utilities: Locale existing underg ou d ut I t es a ess o o k. f t remain in place, provide adequate means of support and protection during earthwork operations. i in h r il' i r durin I nth r e r incorrect) charted or of a ut it es be encounie ed Shou d u std o Y . PP 9 9 I wn r and utilit excavation, consult utility owner immediate y for directions. Cooperate with 0 e y companies in keeping respective services and facilities in operation, Repair damaged utilities to satisfaction of utility owner. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except when permitted in writing by Engineer and then only after acceptable temporary utility services have been provided. Use of Explosives: The use of explosives is not permitted unless valid permit is obtained from appropriate regulartory agency. Protection of Persons and Property. Barricade open excavations occurring as part of this work and post with warning lights. Operate warning lights as recommended by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations, . Perform excavation within drip -line of large trees to remain by hand, and protect the root system from damage or dryout to the greatest extent possible. Maintain moist condition for root system and cover exposed roots with burlap, Paint root cuts of 1" diameter and forger with emulsified asphalt tree paint. PART 2 —PRODUCTS SOIL MATERIALS: Definitions: Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GW, GP, GM, SM, SW and SP. Unsatisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH and PT. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed I n 1 r rushed sand. stone crushed s a atura o c g, Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed grovel, with 100% passing a 1-1/2" sieve and not more than 5% passing a No. 4 sieve, Backfill and Fill Materials: Fill soils utilized to raise building and pavement areas to desired grade should consist of clean, granular materials with less than 10% passing No. 200 U, S. standard sieve, PART 3 — EXECUTION EXCAVATION: Excavation is Unclassified, and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. i f avemen n h r r i t n round Earth Excavation includes excavat ono p is a d of a obs{ uctions vis b e o g f ilii and oth r it m in i molished and removed• sur ace• under round structures ut t es e e s d Gated to be de 9 together with earth and other materials encountered that are not classified as rock or unauthorized excavation, Additional Excavation: When excavation has reached required sub -grade elevations, notify Engineer who will make an inspection of conditions. If unsuitable bearing materials are encountered at required sub -grade elevations, carry excavations deeper and replace excavated material os directed by Engineer. Removal of unsuitable material and its replacement as directed will be paid on basis of contract conditions relative to changes in work. Stability of Excavation: Slope sides of excavations to comply with local codes and ordinances have jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights, stringers and cross -braces, in good serviceable condition. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation progresses, Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. In the event the water is encountered during the construction, dewatering shall be conducted. The contractor is solely responsible for the design, installation, operation, and subsequent removal of dewatering systems and their safety and conformity with local codes and regulations. If dewatering equipment needed, exceeds any of the following: 1) 6" Pump Volute: 2) 100,000 GPD total 24 hour (1 day) dewatering, and: 3) 1,000,000 GPD pump capacity, the contractor shall be required to permit the dewatering system with the SJRWMD. The Engineei' tmd/or Owner shall be notified immediately if any of the above thresholds are exceeded. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or run-off areas. Do not use trench excavations as temporary drainage ditches. Material Storage. Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade and shape stockpiles for proper drainage. Locate and retain soil materials away from edge of excavations. Do not store within drip line of trees indicated to remain. Dispose of excess soil material and waste materials as herein specified. Excavation for Structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10', and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. In excavating for footings and foundations, take care not to disturb bottom of excavation, Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines no grades to leave solid base to receive other work. Excavation for Trenches: Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Provide 6" to 9" clearance on both sides of pipe or conduit. Excavate trench s t e th indicated or re it e o d u ed, Carr de h f i n t o t e ches for i in li h P io estob s q Y P PP 9 indicated flow line a d inv r elevations. n s n e t Be ,o d buildin erim 1 g p eter, keep bottoms of trenches sufficiently below finish grade to avoid freeze -ups. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. Backfill trenches with concrete where trench excavations pass within 18" of column or wall footings and which are carried below bottom of such footings, or which pass under wall footings. Place concrete to level of bottom of adjacent footing. Do not backfill trenches until tests. and inspections have been made and backfilling authorized by En ineer. Use care in fillip to avoid g back g damage or displacement of pipe systems. Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F (1 degree C), COMPACTION: General: Control soil compaction during construction providing minimum percentage of density s ecified for each area classification indica e w p tdbelo. Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum density for soils which exhibit a well-defined moisture density relationship (cohesive soils) determined in accordance with ASTM D 1557, AASHTO T-1 60; and not less than the following percentages of relative density, determined in accordance with ASTM D 2049, for soils which will not exhibit a well-defined moisture -density relationship (cohesionless soils). Structures, Building Slabs and Steps, Pavements: Compact top 12" of subgrade and each layer of backfill or fill material at 95% maximum density for cohesive material or 98% relative density for cohesionless material. Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of backfill or fill material at 85% maximum density for cohesive soils and 90% relative density for cohesionless soils. Walkways: Compact top 6" of subgrade and each layer of backfill or fill material at 90% maximum density for cohesive material or 95% relative density for cohesionless material, Moisture Control• Where sub rade or la f oil o s material mus t be moisture condition before 9 Y� ed compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations. Remove and re lace or scarif and air dr soil m ateriat that i w s too et to ermit cam action to P Y Y P P specified density. Soil material h h removed be i ' tai os been cause tis too w et to ermii cam i act on ma be stock fled P P P Y or spread and allowed to dry. Assist drying by discing, harrowing or pulverizing until moisture content is reduced to a satisfactory value. BACKFILL AND FILL: General: Place acce t ble soil material in 1 r o a e s to re it u ed sub rade I v ' P Y q 9 e e ations for each area classification listed below, In excavations, use satisfactory excavated or borrow material. Under grassed areas, use satisfactory excavated or borrow material, Under walks and avements use subbase m i^r. p oter ..,, or satisfactory eucavated or borrow material r c m in ion of both. o o b at Under st s use subbase material eP . Under piping and conduit, use subbase material where subbase is indicated under piping or conduit; shape to fit bottom 90 degrees of cylinder. Backfill excavations as promptly as work permits, but not until completion of the following: Acceptance of construction below finish grade including, where applicable, damp - proofing, waterproofing, and perimeter insuiul6ur, Inspection, testing, approval, and recording locations of underground utilities. Removal of concrete formwork. Removal of shorin and bracin and backfillin of voids with satisfacior ma ri 9 9• 9 Y to ats, Cut off temporary sheet piling driven below bottom of structures and remove in manner to prevent settlement of the structure or utilities, or leave in place if required. Removal of trash and debris. Permanent or temporary horizontal bracing is in place on horizontolly supported walls. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions, andlldeleterious materials from ground surface prior to placement of fills, Plow strip, or break-up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. When existing ground surface has a density less than that specified under "Compaction" for particular area classification, break-up ground surface, pulverize, moisture -condition to optimum moisture content, and compact to required depth and percentage of maximum density. Placement and Compaction: Place backfill and fill materials in layers not more than 16" in loose depth for material compacted by heavy compaction equipment, and not more than 8" in loose de th for material c m ac ed b hand -o er p o p t y p ated tampers. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. Place backfill and fill materials evanly ndiacent to structures, piping or conduit to required elevations. Take care to prevent wedging ction of backfill against structures or displacement of piping or conduit by carrying material uniformly around structure, piping or conduit to approximately same elevation in each lift. GRADING: General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. 'Smooth finished surface witP!in scecified tolerances, compact with uniform level, or slopes between points where elevations are indicated, or between such points and existing grades. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes, and as follows: Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10' above or below required subgrade elevations. Walks: Shape surface of areas under walks to line, grade and cross-section, with finish surface not more than 0.10' above or below! required subgrade elevation• Pavements: Shape surface of areas under pavement to line, grade ,-md cross-section, with finish surface not more than 1/2" above or below required subgrade elevation. Grading Surface of Fill under Building Slabs: Grade smooth and oven, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance of /2'� when tested with 10' strai hted e. a 9 9 Compaction: After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification. PAVEMENT SUBBASE COURSE' General: Subbase course consists of placing subbase material, in layer•. cf specified thickness, over subgrade surface to support a pavement base course. See Asphaltic Concrete Paving section for paving specifications. Grade Control: During construction, maintain lines and grades including crown and cross -slope of subbase course. Shoulders: Place shoulders along edges of subbase course to prevent lateral movement. Construct shoulders of acceptable soil materials, placed in such quantity to compact to thickness of each subbase course layer. Compact and roll at least a 12" width of shoulder simultaneously with composting and rolling of each layer of subbase course, Placing: Place subbase course material on prepared subgrade in layers of uniform thickness, conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting subbase material during placement operations, When a compacted subbase course is shown to be 6" thick or less, place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6' or less than 3" in thickness when compacted. Building Slab Drainage Course: General: Drainage course consists of placement of drainage fill material, in layers of indicated thickness, over subgrade surface to support concrete building slabs. Placin : Pla e r ins a fill material u:i re r r g c d o g p . pa ed subg ode in layers of uniform thickness, conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting material during placement operations. When a compacted drainage course is shown to be 6" thick or less place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted, BUILDING SLAB SUBGRADE COURSE: (The building area plus a minimum margin of 5' beyond the perimeter foundation lines, should be )eared f II ve t i n roe c o a surface ge at o , ts, topsoil, debris or other deleterious materials. Stripping, excavation, filling, and compaction within building areas shall be preformed in accordance with the geotechnical engineer's recommendation, Prior to beginning the compaction process, moisture contents within the foundation soils should be controlled so that they approach the optimum compaction condition. This may require the use of a dewaterin s tem. If additional water is re it i u ed to ncrease moi t r ni h 9 Ys 9 s u e co ents t o water should be applied in such a manner that it will not cause erosion or disturbance of the surface soil A minimum of ten (10) overlapping passes should be made by the vibratory roller. After compaction, the foundation soils should have a minimum density of 95% Modified Proctor (ASTM D 1557) for a depth of at least 2' below footings and floor slabs, Structural fill required to raise the building areas to finish grade, should be placed in thin (12" maximum) level lifts and compacted to 95% of the soils Modified Proctor Density (ASTM D 1557). Fill should not be placed over any natural in-place soils until the natural deposits have been compacted as specified above. Proposed sources of structural fill should be approved by the Soils Engineer prior to their placement within the proposed building areas, Sands which have less than 10% fines passing a No, 200 Sieve will generally be acceptable provided the moisture content is controlled to ensure that the materials can be compacted to the required density. Soils lace i in or w ll dad' cent io oat s a s should be car full - e com acted with a li ht ru er i P bb t red A 9 Y P 9 rollers or vibr r I to c actors v i oto 0 om to a o d dama a to the fo tin o s or walls. This ma erial YP P 9 9 t should be placed in level lifts not exceeding 8" loose thickness and compacted to a minimum density of 95% Modified Proctor. The vibratory roller should not be utilized to compact soils adjacent to any completed portions of the structure. FIELD QUALITY CONTROL: Quality Control Testing During Construction: Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed, Perform fi 1 i ord n w' e d densit tests n ace ace ith ASTM 0 1 556 Bond cone me h r A TM 2167 (rubber balloon method), as applicable, ( t od) o S D Footing Subgrade: For each strata of soil on which footings will be placed, conduct at least one test to verif re uired des{ n bearin ca a i i y q g g p c t es. Subsequent verification and approval of each footing subgrade may be based on a visual comparison of each subgrade with related tested strata, when acceptable to Architect/Engineer. Column and in 5 ri Foo in n - Cont uous t p t g. O e (1) in place density testing per column footing and per 100 lineal feet of continuous ztrip footing. Paved Areas and Buildin Slab Sub rade: M I oke at east one field g g density test of subgrade for ever 2 000 f f b it in slab and s. t, o u d 5 000 s ft. of aved ar eo or of aved area bu in Y q 9 q P p t no case less than 3 tests. In each compacted fill layer, make one field density test for every 2,000 sq. ft. of overlaying building slab and 5,000 sq. ft of paved area, but in no case less than 3 tests. Foundation Wall Backfill: Take at least 2 field density tests, at locations and elevations as directed. If in opinion of Engineer, based on testing service reports and inspection, subgrade or fills which have been placed are below specified density, provide additional compaction and testing at no additional expense. MAINTENANCE: Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of trash and debris. Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances Reconditi nip ed Ar as: Where com 1 o g Compact e p eted compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to re uired d p i r' r o fur her construction e s t ro t t q P Y Settlin : Where ttlin is measurable or ob ry I g se g se ob a at excavated areas during general project warrant eri remove surface avement lawn r 'n' y p od, (p o other fi rsh), add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or finish to match adjacen work and eliminate evidence of res r t to often to reates n i I t exte t ossb e. 1 9 P DISPOSAL OF EXCESS AND WASTE MATERIALS: Removal from Owner's Property. Remove waste materials, including unacceptable excavated material, trash and debris, and dispose of it off Owner's property. SEC11ON 02513 - PAVEMENT PART 1 — GENERAL DESCRIPTION OF WORK: Extent of asphalt concrete paving work is shown on drawings, Prepared aggregate subbase is specified in earthwork sections. Saw -cutting of edges of existing pavement is specified in site clearing section. SUBMITTALS: Material Cer ifs Provide co ies to h n ' t cotes: t e E ineer of mater{ I r" o s ce trficotes si Heol b m ri P ate al 9 9 Y producer and Contractor, certifying that each material item complies with, or exceeds, specified requirements. QUALITY ASSURANCE: Codes and S n rds• Com I with Fiori :s to da d tie artment of Trans r PY P o talion s s ecifications P R latest edition, and with local governing regulations if more stringent than herein specified. A ualified vin nsul ant Materials En in r - q pa 9 co t ( g ee) retained by the Contractor will provide full time quality control during paving operations. Functions of the Materials Engineer shall include; pre -paving conference, construction observation, review of material certificates, sampling and density and compaction testing of the base and asphaltic concrete mixture, Materials Engineer Inspections Reports: 1. Sub -base compaction report on densities based on one test per 1000 square feet of surface area., a. Test of sub -base shall be in areas where heavy rollers have been used along with areas in tight conditions where plate compactors or other means have been used - 2. Tests for base and asphalt concrete compaction report on densities based on one test per 1000 sf of surface area. a. Test of sub -base shall be in areas where heavy rollers have been used along with areas in tight conditions where sheeps-foot compactors or other means have been used. Tests shall not be in the some location as the sub -base tests. SITE CONDITIONS: Weather Limitations: Apply prime and tack coats when ambient temperature is above 50 deg.F 10 de .0 an when tem erature has no ( g ), d p t been below 35 deg,F (1 deg.C) for 12 hours immediately prior to application. Do not apply when base is wet or contains on excess of moisture, Construct as halt concrete surface course wh n p e atmospheric temperature is above 40 deg.F (4 deg.C), and when base is dry. Base course may be placed when air temperature is above 30 deg.F (-1 deg.C) and rising. Grade Control: Establish and maintain required lines and elevations. PART 2 —PRODUCTS MATERIALS: General: U v it I m eri 1 se locally a a ab a of a s and gradations which exhibit a satisfactory record of previous installations, Base Course Aggregate: Sound, angular crushed stone, crushed grovel, or crushed slag, sand, stone or slag screenings. Surface Course Aggregate: Crushed stone, crushed gravel, crushed slag, and sharp -edged natural sand. Mineral Filler: Rock or slag dust, hydraulic cement, or other inert material complying with AASHTO M 17 (ASTM D 242). Asphalt Cement: AASHTO M 226 (ASTM D 3381) for viscosity -graded material and AASHTO M 20 (AGTM D 9461 far p, netrotion-graded material. Prime Coat: Cut-back asphalt type; AASHTO M 82 (ASTM D 2027) MC -30, MC -70 or MC - 250. Tack Coat: Emulsified asphalt; AASHTO M 140 (ASTM D 977) or M 208 (D 2397): SS -1, SS - 1h CSS -1 or -th dilu with one r w CSS ted a t ater to on ar I ' e t emu sifted as halt P P P On-site Lane Marking Paint: Chlorinated rubber -alkyd type, AASHTO M 248 (FS TT -P-115), Type III. Wheel Stops. Precast of 3,500 psi air -entrained concrete, approximately 6" high, 9" wide, and 6'0" long, with chamfered corners and drainage slots on underside. All concrete for curbs, pads, inlet aprons, sidewalks, etc. shall be 3,000 psi with a maximum slump of 3" to 4", ASPHALT -AGGREGATE MIXTURE: The asphalt wearing surface shall consist of Type S-3 asphaltic concrete mixture meeting current Florida Department of Transportation specifications. The wearing surface shalt be compacted and placed at a density no less than 97% of the laboratory density for the approved job mix formula. PART 3 — EXECUTION SURFACE PREPARATION: Remove loose material from compacted subbase surface immediately before applying prime coat. Proof roll prepared subbase surface to check for unstable areas and areas requiring additional compaction. Notify contractor of unsatisfactory conditions. Do not begin paving work until deficient subbase are h as ave been corrected and are read o r y t eceive paving. Prime Coat: Apply at rate of 0.20 to 0.50 gai. per sq. yd., over compacted subgrade. Apply material to penetrate and seal, but not flood, surface. Cure and dry as long as necessary to attain penetration and evaporation of volatile. Tack Coat: A I t o contact surf aces of revio sl PP u construe e Y p y t d asphalt or Portland cement concrete and surfaces abutting or projecting into asphalt concrete pavement. Distribute at rate of 0.05 to 0.15 gal. per sq, yd. of surface. Allow to dry until at proper condition to receive paving. Exercise core in applying bituminous materials to avoid smearing of adjoining concrete surfaces. Remove and clean damaged surfaces. PLACING MIX. General: Place asphalt concrete mixture on prepared surface, spread and strike -off, Spread mixture at minimum temperature of 225 deg.F (107 deg.C). Place inaccessible and small areas by hand. Place each course to required grade, cross-section, and compacted thickness. Hot mix asphaltic concrete binder and surface course in new pavement areas requiring more than one and one-half inches (1-1/2") asphalt thickness shall be installed in two (2) lifts, Asphalt in existing avement v rl p o e ay areas shall be a minimum of one inch (1") thick and thickness shall be increased as required to match adjoining pavement grades. Paver Placing: Place in strips not less than 10' wide, unless otherwise acceptable to Engineer. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete base course for a section before placing surface course, if applicable. Joints: Ma i ke p nts between old and new pavements, or between successive days' work, to ensure continuous bond between adjoining work. Construct joints to have same texture, density and smoothness as other sections of asphalt concrete course. Clean contact surfaces and apply tack coat. ROLLING: General: Begin rolling when mixture will bear roller weight without excessive displacement. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. Breakd wn Ili o Ro n Ascom li h s breakdown or inti 1 t o rollin imm i 9 ed stet follow{ r Ilin P n o of 9 Y 9 9 joins and t outside ed e. h C eek surface aft r r J 9 e b eakdown rolling, and repair displaced areas by loosening and filling, if required, with hot material. Second Rolling. Follow breakdown rolling as soon as possible, while mixture is hot, Continue second rolling until mixture has been thoroughly compacted. Finish Rollin : P g erform finish rolling while mixture is still worm enough for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained maximum density. Patching and repairs: If required, saw cut perimeter of patch and excavate existing pavement section to sound base, Recompact new subgrade. Excavate rectangular or trapezoidal patches, extendin 12" g (300 mm) into adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. 1. Full depth patch: Prime coat faces of excavation and allow to cure before paving. Fill excavation with dense graded, hot mix asphalt base mix and while still hot, compact flush with adjacent surface. 2. Sin le ash 1 g pat course: Partially fill excavation with dense graded, hot mix asphalt base mix and compact while still hot. Cover asphalt base course with compacted, hot mix surface layer finished flush with adjacent surfaces, Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. Sweep Asphalt paving not more than 2 days prior to date of substantial completion inspections, TRAFFIC AND LANE MARKINGS: Cleaning: Sweep and clean surface to eliminate loose material and dust, Off -Site Striping: (Within public road right-of-way and access drive.) Striping: Use thermoplastic striping. On -Site Striping: Use chlorinated -rubber base traffic lone -marking paint, factory -mixed, quick - drying, and non-bleeding unless thermoplastic striping is specifically specified (i.e., fire lane stri in P 9. etc.). Color: White unless otherwise specified on civil drawings. Do not apply traffic and Ione marking point until layout and placement has been verified with En ine r g e. A I i ant with meth n' pp y p a {cal equipment to produce uniform straight edges. Apply in 2 coats at manufacturer' r s ecommende d rates. Protect r f om traffi c until it has attaine i full d is set enol hardness. Repoint areas to provide uniform color and appearance. WHEEL STOPS: Secure wheel stops to asphalt concrete surface with not less than two 3/4 " diameter galvanized steel dowels embedded in precast concrete at 1/3 points. Size length of dowel to penetrate at least 6" into asphalt concrete. Drill placement holes oversize and embed dowels in hot bituminous grout material. FIELD QUALITY CONTROL: General: Tes in- 1 t ace as hal t concrete Cour ses for cam I' P ranee wi h r P t e uirement p q s for thickness and surface m h s oat Hess. Re 'r ar or remove n a d re lac P e unacc to 1 p ep b e paving as directed by Architect. Thickne - ss. In place compacted thickness will not be acceptable if exceeding following allowable'. variation from required thickness: Base Course: 1 /2 , plus or minus. Surface Course. 1/4", plus or minus. Surface Smoo hn t ess: Test tin' fished surfac f e o each a sphalt concrete course for smoothness, using 10' straightedge applied parallel with, and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness. Base Course Surface: 1/4". Wearing Course Surface: 3/16'. Crowned r Su faces: Test with crowned template centered and at right angle to crown, Maximum all w o able variance form template 1/4". Check surface areas at intervals as directed by Soils Engineer. Core borings shall be preformed for each 20,000 sq. ft. Of poved area to verify required thicknesses of base and pavement sections. If in the opinion of Engineer, based on testing service reports and inspection, base or pavement sections which have been placed are below specified density or thickness, provide additional compaction and testing at no additional expense. SECTION 02666 — POTABLE WATER SYSTEMS PART 1 — GENERAL DESCRIPTION OF WORK: Extent of potable water system exterior to buildings and excluding Fire Supply System improvements is indicated on drawings and schedules, and by requirements of this section. Refer to Earthwor k section for excavation and backfill required for potable water systems; not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacturer of potable water systems materials and products, of types and sizes required, whose products have been in satisfactory use in similar service for not less than 5 years. Installer's Qualifications: Firm with a least 3 years of successful installation experience on projects with potable water piping work similar to that required for project. Code and Standards: City of Ocoee Code Compliance: Comply with City of Ocoee Requirements and standar f r 1 ds o a I construction, Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code ertainin to ele i n s ct o and ins II i to at on of oto I P 9 p b e water system materials and products. All water improvements shall be constructed in accordance with City of Ocoee's standards and specifications, Any conflicts between these specifications and the City of Ocoee specifications, then the City's specifications shall prevail, SUBMITTALS: Product Data: Submit manufacturer's technical product data and installation instructions for potable water system materials and products. Shop Drawings: Submit shop drawings for potable water system materials to Engineer for approval prior to ordering said materials, Record Drawings: At project closeout, submit record drawings to the Engineer of installed potable water system piping, hydrants, valves, etc, locations and products. Approved record drawings must be rovi p ded prior to receiving final approval and payment, Maintenance Dat a Submit main n n to a ce data an r d a is lists for otable waters t m m P e ateriols P ys and products. Include this data, product data, shop drawings, and record drawings in maintenance manual. PART 2 —PRODUCTS PIPES AND PIPE FITTINGS: General: Provide piping materials and factory -fabricated piping products of sizes, types, pressure ratio s and ca acities os in i d toted. Wher n e of indica 9 P ted rovid r , p e p aper selection as determined by Installer to comply with installation requirements. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in potable water systems. Where more than one type of materials or products are indicated, selection is Installer's option. For each type of product provide products of one manufacturer and source. Piping: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with joining method as indicated. All PVC pipe shall bear the NSF logo for potable water use. Ductile -Iron Pipe: AWWA C150 & C151, with cement mortar lining complying with AWWA C104; Class 51 unless otherwise indicated. . Fittings: Ductile -iron, AWWA C110: cement lined, AWWA C104: and rubber -gasket pints, AWWA C111. Polyvinyl Chloride (PVC) Pipe: AWWA C900 for sizes 4" through 12"; Class 150, DR 18. Fittings: Ductile -iron complying with AWWA C110, cement lined, with rubber gaskets conforming to AWWA C111. Polyvinyl Chloride (PVC) Pipe: ASTM D 1785, Schedule 40 for sizes 1/2" through 3". �"` . . -� ice: ,..,. ,_ I `^ �� µ Z - O t ` z^? n n �. rs i ' 1"..r. µra (n *,,, _J _� z, Iz ; , , s1 _ ' :i X E G_: a �_ i,,:, -__ .I a - a n t. A. i K-1 1i '_. 11 (, , N r •. q �yp� Y S l® T k 6., r. t f. LS . - WK' co N CO W � V O � r~r "�f Li Q '�I X rt, N Q a- p,� Q4 a0 X 1"a � d o 6� � '� ` r_ v V �i" r�, "'q �� `N t J "ti 0 V J z O i_ Q U � w W — � W U W V 0 V J o 1 V • pp 0 o N N IZ � �� N l - � O a) � Z � C © Q D O + ==- 3 N W N N 0 C. 0 o �- W c1 i— L ti 0 C�O Q W < e f— Q z N N tD a Z `~ fl\ � iY _._I � � .CC L �...� L EU =Q , o C_N �O o n , �V W O C 0) O) LU O O � , O ,O N N Coon +- N C O Q /I1 N V W Z 0 v' x t, a � I r'- 4 • IL "- f) O � M ' C�.I� C -p - " O M M _ C) ® t� m _ t3 W 0 V' /'��1 ,O fD O c 5 U: a, ENGINEER �-. . . % l ,9 e� RONALD i iE '_ N II,, P.E., , L REG: 34836 DESIGN nD ..r � Rte. T CI•iECK RMH ,DSG PROJECT N0. 01054SP °A� OCTOBER, 2001 SCALE N �A SHEET 11 OF 13 w Q 4 Fittings: PVC, Schedule 40 socket -type, solvent cement joints; or elastomeric gasketed joints. Polyethylene (PE) Pipe: AWWA C901 for sizes 1/2" through 3" (minimum pressure 200 psi) at 23.4' copper tube outside diameter per ASTM D 2737, manufactured from Virgin resin meeting ASTM D 1248. It shall have a standard dimension ratio of DR9 (PC200) and a plastic pipe institute rating of PE 3408 per AWWA C901. Fittings: Copper alloy or nylon barbed insert type with 2 strap -type stainless steel clamps over pipe at each insert. VALVES: Gate Valves: Provide as indicated, gate valves, AWWA C500, 175 psi working pressure. Provide threaded, flanged, hub, or other end configurations to suit size of valve and piping connection. Provide inside screw type for use with curb valve box, iron body, bronze -mounted, double disc, parallel seat, non -rising stem. Manufacturers: Subject to compliance with requirements, provide gate valves of one of the following: Clow Corp.; Valve Div. Dresser Mfg.; Div. of Dresser Industries. Fairbanks Co. Kennedy Valve; Div. of ITT Grinnell Valve Co. Inc. Stockham Valves and Fittings Inc. Waterous Co. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. Butterfly Valves: Provide as indicated, butterfly valves, AWWA C504, 150 psi working pressure, Provide iron body, bronze disc, stainless steel stem, and metol -reinforced EPDM seat. Manufacturers: Subject to compliance with requirements, provide butterfly valves of one on the following: Demco; Div. of Cooper Industries, Inc. ITT Grinnell Valve Co., Inc. Keystone Valve; Div. of Keystone International Inc. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. Check Valves: Provide as indicated, swing check valves, AWWA C508, 150 psi working pressure. Provide iron body, cost -iron disc, bolted cap. Manufacturers: Subject to compliance nce with requirements, Provide check valves of one of the following: Clow Corp.:: Valve Div. Dresser Mfg.; Div, of Dresser Industries Fairbanks Co. Kennedy Valve; Div. of ITT Grinnell Valve Co. Inc. Stockham Valves and Fittings Inc. Waterous Co. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. ACCESSORIES: Anchorages: Provide anchorages for tees, Wyss, crosses, plugs, cops, bends, valves, and hydrants. After installation, apply full coat of asphalt or other acceptable corrosion -retarding material to surfaces of ferrous anchorages. Clamps, Straps, and Washers: Steel, ASTM A 506. Rods., Steel. , ASTM A 575, Rod Couplings: Malleable -iron, ASTM A 197. Bolts: Steel, ASTM A 307. Cast -Iron Washers: Gray -iron, ASTM A 126. PART 3 — EXECUTION INSPECTION: General: Examine areas and conditions under which potable water system's materials and products are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. Installation of Identification: General: During back-filling/top-soiling of underground potable water main and services, install continuous underground -EMS magnetic markers, located directly over buried lines at 12" below finished grade. Tracer Wire: Install wire along the top of all PVC mains, leads, and services. Attach tracer wire on top of pipe with duct tape, not to exceed 10 feet on centers. Wire shall be continuosly conductive throughout the installation. Wire shall be brought to the surface in valve boxes, then continued down the valve box, looped around the valve and continued along the pipe. At the splices, the connecting ends of the wires shall be overlapped and tied. The ends shall be stripped and connected with a wire nut to ensure electrical connection and made waterproof with an approved silicone splice kit. INSTALLATION OF PIPE AND PIPE FITTINGS - Ductile -iron Pipe: Install in accordance with AWWA C600 "Standard for Installation of Ductile -Iron Water Mains and Their Appurtenances". Polyvinyl Chloride Pipe: Install in accordance with manufacturer's installation instructions. Polyethylene Pipe: Install in accordance with manufacturer's installation instructions. No splicing together service laterals, they must be one continuous run from main to curb stop. Restrain joint is required at all bends, valves, fire hydrants and water main terminations. Depth of Cover: Provide minimum cover over piping of 12" below average local frost depth or 36" below finished grade, whichever is greater, and a maximum of 4' unless otherwise specifically approved by the Engineer. Water Main Connection: Tap water main with size and in location as indicated, in accordance with requirements of water City of Ocoee. Provide curb valve and curb box as indicated. Contractor shall follow the requirements of the temporary jumper connection when connecting to existing water mains for potable and/or fire protection services. Water Service Termination: Terminate potable water piping 5-D" from building foundation in location and invert as indicated. Provide temporary pipe plug for piping extension into building. All pipe is to be laid in a dry trench. The contractor shall provide dewatering as required to maintain dry trench throughout construction. Plug all lines under construction at the end of the working day to prevent ground water and potential contaminants from entering completed lines and lines under construction. All muck and unsuitable materials encountered in trench bottom, shall be removed and replaced with compacted granular material to a minimum of 95% maximum dry density per AASHTO T-180. Proctor and density test results shall be submitted to the Engineer. All trench backfill under future paved areas shall be placed in 12" layers and compacted by mechanical means to a minimum of 957. density per AASHTO T-180 so as to prevent future settlement. Compaction in unpaved areas shall be a minimum of 85% maximum dry density as per AASHTO T-180. PIPE CLEARANCE: Horizontal Separation: A minimum horizontal separation of ten (10) feet outside to outside shall be maintained between water mains and sanitary gravity sewer or storm sewer lines. A minimum horizontal separation of three (3) feet outside to outside shall be maintained between water mains and reclaimed water lines carrying unrestricted public access reuse water. In areas where it is not practical to maintain the required separation, the water main must be laid in a separate trench or on on undisturbed earth shelf located on one side of the sanitary gravity sewer, storm sewer or reclaimed water line at such an elevation that the bottom of the water main is at least 18 inches above the top of the other line. If the minimum allowable (10') horizontal separation or 18" vertical separation in a separate trench cannot be maintained, upgrade the water main to ductile iron if the other line is a storm sewer. If the non -conforming line is a gravity sanitary sewer, and 10' horizontal separation or 18" vertical separation in a seprote trench cannot be maintained, upgrade the gravity sanitary sewer (if being newly installed) to AWWA C-900, D.R. 18 PVC. If the other line is a reclaimed water line and the above separation requirements are not mei, upgrade the reclaimed water line material to ductile iron or encase the pipe in concrete. When an upgrade is necessary, the use of ductile iron is prefered. The ductile iron pipe shall be marked with a continuous painted stripe located within the top 90' of the pipe. The stripe shall be a minimum of four (4) inches in width and applied with a brush or roller 24 hours prior to installation. The paint shall be oil based and color shall be purple. There shall be at least a ten (10) foot separation between water mains and sanitary sewer force mains without exception. Field problems shall be reported to the Engineer. Special solutions must be approved by the Engineer and FDEP prior to implementation. Vertical Seoarati A minimum of 18 inches of vertical separation between outside to outside of pipe shall be maintained between water main, sanitary gravity sewer, storm sewer or reclaimed water lines. When there is less than 18" vertical clearance between the water main and storm sewer, the water main shall be upgraded to ductile iron. One full length of pipe shall be centered at the point of crossing. If the non -conforming line is a sanitary gravity sewer where there is less than 18 inches vertical clearance from the water main, upgrade the sanitary gravity sewer to AWWA C-900, D. R. 18 PVC. Pipes shall be located so that joints are as for as possible from each other. If the other line is a reclaimed water line and the above separation requirements are not met, upgrade the reclaimed water line material to ductile iron or encase the pipe in concrete. When an upgrade is necessary, the use of ductile iron is prefered. The ductile iron pipe shall be marked with a continuous painted stripe located within the top 90' of the pipe. The stripe shall be a minimum of four (4) - inches in width and applied with a brush or roller 24 hours prior to installation. The paint shall be oil based and color shall be purple. It is preferable to lay the water main above the crossing hazard. There shall be an 18 inch vertical separation between water mains and sanitary sewer force mains at crossings without exception. Field problems shall be reported to the Engineer. Special solutions must be approved by the Engineer and FDEP prior to implementation. General Clearance Notes: Deviations and other alternatives shall be considered on a case-by-cose basis and must receive approval from the Engineer and FDEP prior to implementation. No water pipe shall pass through or come in contact with any part of a sanitary sewer manhole or storm sewer structure. Installation of Fire Hydrants: General: All hydrants shall stand plumb, with pumper nozzle facing the travel lone. Hydrants shall be set with the ground line at the location indicated by the Hydrant Manufacturer. Rotation of hydrant head shall be accomplished without removal or disasembly. Hydrant flanges shall not be greater than 8 inches nor less than 2 inches above finish grade. INSTALLATION OF VALVES: General: Install valves as indicated with stems pointing up. All underground valves shall be installed with an adjustable cost iron valve box (screw type) to grade with 8" dia. or as indicated, concrete collar all around, "WATER" shall be cost in cover. Valve boxes shall be centered and plumb over the operating nut and shall be set so that no shock or stress will be transmitted to the valve. FIELD QUALITY CONTROL: Piping Tests: Conduct piping tests before joints are covered, and after restraints have been installed. Fill pipeline 24 hours prior to testing, and apply test pressure to stabilize system. Use only potable water. Hydrostatic Tests: Test Pressure: The test pressure shall not be less than 150 pounds per square inch. Duration: The duration of each pressure test shall be a minimum of two hours, unless other wise directed by the Engineer. Procedure: After the pipe has been laid, and after inspection by the Engineer and the Owner, all newly laid pipe shall be subjected to a hydrostatic pressure test in accordance With AWWA C600, Sec. 4, M 23 & c 651. The Contractor shall contact the Engineer and the Owner at least 48 hours prior to the test. The Engineer must be present during all tests. Slowly fill the pipe with water and allow to stand for 24 hours, Expel all air from the pipe. Apply and maintain the specified test pressure by continuous pumping if necessary for the entire test period. The test pressure shall be calculated for the point of lowest elevation, device, e r or as specified by the Engineer. The pump suction shall be in a barrel e or similar e c o metered so that the amount of water required to maintain the test pressure may be measured accurately. Tapping Tees: Tapping tees shall be tested at 100 psi for 15 minutes before the tap is mode and separate from the testing of the main lines and service connections. Leakage: leakage shall be defined as the quantity of water necessary to hold the specified test pressure for the duration of the test period. No pipe installation will be accepted if the leakage is greater than the number of gallons per hour as determined by the following formula: L=ND(P)0.5 7400 In the above formula: - in gallons per hour. - Allowable ble leaks e L o a 9• 9 N = Number of joints in the length of pipe tested. D = Nominal diameter of pipe. in inches. p p P = Average test pressure during the leakage test, in pounds per square inch gauge Correction of Excessive Leakage: Should any test of pipe laid disclose leakage greater than that allowed, locate and repair the defective joints or pipe until the leakage of a subsequent test is within the specified allowance. The Engineer must be present during retests. The Contractor shall contact the Engineer and the Owner at least 48 hours prior to the test. Visual Inspection; All exposed areas of pipelines shall be inspected by the Engineer and the Owner for visible leakage under normal operating conditions. Visible leaks shall be repaired by the Contractor at no additional cost to the Owner. Testing of Valves: Valves will be tested at the some time that the adjacent pipeline is tested. If there are any special parts of control systems or operators that might be damaged by the pipelined test, they shall be properly protected. The Contractor will be held responsible for any damage caused by the testing. Hydrostatic Test and Leakage of Service Connections: Test service connections and service connection pipe by either testing in conjunction with the main at the test pressure required for the main, or by testing at the normal hydrostatic main pressure after the main has been completely installed and tested. Inspect visually for leaks and repair any leaks before backfilling. Duration of the test shall be at 15 minutes. Service connection transfers will be visually inspected for leakage by the Engineer and the Owner under normal system pressure. Acceptance: Acceptance of any installation shall be based on the Engineers and the Owner's inspection, the requirements of AWWA C600, Sec. 4,2.3. and the requirements stated herein. ADJUSTING AND CLEANING: Disinfect all Potable Water Systems per AWWA C 651. Disinfection of Potable Water System: Flush pipe system with clean potable water until no dirty water appears at point of outlet. Fill system with water -chlorine solution containing at least 50 ppm of chlorine. Valve off system and let stand for 24 hours minimum. Perform bacteriological testing and provide Engineer with acceptable results for two (2) consecutive days at all sample points identified on the Florida Department of Environmental Protection Public Drinking Facility Construction Permit. Upon acceptance by the Engineer, flush system with clean potable water until no chlorine remains in water coming from system. Repeat procedure if contamination is present in bacteriological examination. No connection to the existing potable water system will be made until clearance has been received, from the Engineer, FDEP and the Utility Company. Provide the Engineer an As -built plan of the water main fittings, valves, materials, etc. that have been installed. As -built drawing to be provided at the some time as the bacteriological test results. SECTION 02720 - STORM SEWAGE SYSTEMS PART 1 — GENERAL DESCRIPTION OF WORK: Extent of storm sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Earthwork" for excavation and backfill required for storm sewage systems; not work of this section, "Storm Water Systems" for interior building systems including conductors, horizontal branches, and connections to roof and deck drains; not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacture of storm sewage system s products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with storm sewage work similar to that required for project. Codes and Standards: Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of storm sewage system's materials and products. Work to be performed within the public right-of-way shall meet the specifications of the governing authority. Environmental Compliance: Comply with applicable portions of local Environmental Agency regulations pertaining to storm sewage systems. SUBMITTALS: Product Data: Submit to the Engineer for approval, manufacturers technical product data and installation instructions for storm sewage system materials and products. Shop Drawings: Submit to the Engineer for approval prior to ordering said materials. Include pipe materails, size, locations, and inverts. Include details of underground structures, connections, and manholes. Show interface and spatial relationship between piping and proximate structures. Record Drawings: At project closeout, submit record drawings, to the Engineer, of installed storm sewage piping materials, sizes, inverts, and locations. r Maintenance Data: Submit maintenance data and parts lists for storm sewage e g system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual. PART 2 —PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of some material and weight/class as pipes, with joining method as indicated. Reinforced Concrete Pipe: ASTM C 76, Class 11 unless otherwise indicated. Class I available 60"-144"; Class II through V available 12"-144". Fittings: Reinforced concrete, some strength as adjoining pipe, tongue -and -groove gasketed joints complying with ASTM C 443. Polyvinyl Chloride (PVC) Sewer Pipe, ASTM D 3033, Type PSP, SDR 35; or ASTM 0 3034, Type PSM, SDR 35. Fittings: PVC, ASTM D 3033 or 3034, solvent cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D2564; or elastomeric joints complying with ASTM D 3212 using elastomeric seals complying with ASTM F 477. STORM SEWER MANHOLES: General: Provide precast reinforced concrete storm sewer manholes as indicated, complying with ASTM C 478. Grout flow -lines of manholes. Manholes Frames and Covers: ASTM A 536, Grade 60-40-18, heavy-duty ductile iron. Include indented top design with lettering "STORM", cast into cover. CATCH BASINS: General: Provide precast reinforced concrete catch basins as indicated. With cast iron grates per ASTM A 536. Grout flow -lines of catch basins. PART 3 — EXECUTION INSTALLATION OF PIPE AND PIPE FITTINGS: General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. Do not store plastic piping or fitting in direct sunlight. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Place bell ends or groove ends of piping facing upstream. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. Concrete Pipe: Install in accordance with applicable provisions of ACPA "Concrete Pipe Installation Manual". All concrete pipe joints shall be wrapped with filter fabric per FOOT Index 280. Coordinate with building contractor for building roof drainage system locations - terminate stubs 5' from face of building. Cleaning Piping: Clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. In large, accessible piping, brushes and brooms may be used for cleaning. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. Flush lines between manholes, if required, to remove collected debris. Joint Adaptors: Make joints between different types of pipe with standard manufactured adapters and fittings intended for that purpose, Closing Abandoned Utilities: Close open ends of abandoned underground utilities which are indicated to remain in place. Provide sufficiently strong closures to withstand hydro -static or earth pressure which may result after ends of abandoned utilities have been closed. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after lines between manholes, or manhole locations, have been installed and approximately 2' of backfill is in place, and again at completion of project. If inspection indicates poor alignment, debris, displaced pipe, infiltration or other defects, correct such defects, and reinspect. PRECAST CONCRETE MANHOLES: General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames and oovers flush with finish surface. EIsewhere set tops 3 above finish surface unless otherwise indicated. Install in accordance with ASTM C 891. Provide rubber joint gasket complying with ASTM C 443 at joints of sections. CATCH BASINS: General: Construct catch basins to sizes and shapes indicated. Set frames and grates to elevations indicated. BACKFILLING: fill o open -cut Conduct back operations s of ape cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. Compact backfill within pavement areas and up to 3' back of curb to 98% maximum density and backfill outside pavement areas to 95% maximum density per AASHTO T-180 modified. FIELD QUALITY CONTROL: Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction, Defects requiring correction include the following: 1. Alignment: Less than full diameter of inside of pipe is visual between structures. 2. Deflection: Flexible piping with deflection that prevents passage of a ball or cylinder of a size not less than 95 percent of piping diameter. 3. Crushed, broken, cracked, or otherwise damaged piping. 4. Infiltration: Water leakage into piping, 5. Exfiltration: Water leakage from or around piping. Replace defective piping using new materials and repeat inspections until defects are within allowances specified. Reinspect and repeat procedure until results are satisfactory. SECTION 02730 - SANITARY SEWAGE SYSTEMS PART 1 — GENERAL DESCRIPTION OF WORK: Extent If sanitary sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Earthwork" for excavation and bockfill required for sanitary sewage systems: not work of this section. Concrete work required for sanitary sewage systems; not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacture of sanitary sewage system's products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installer's Qualifications: Firm with at lenst 3 years of successful installation experience on projects with sanitary sewage work similar to ;hot required for project. Codes and Standards: City of Ocoee Code Compliance: Comply with City of Ocoee requirements and standards for all construction. Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of sanitary sewage system materials and products. All sewer improvements shall be constructed in accordance with City of Ocoee's standards and specifications. Any conflicts between these specifications one` the City of Ocoee's specifications, then the Citys specifications shall prevail. SUBMITTALS: Product !Dota: Submit to the Engineer for approval manufacturer's technical product data and installation instructions for sewage system materials and products. Shop Drawings: Submit to the Engineer for approval prior to ordering said materials, shop drawings for sanitary sewage systems showing piping materials, size, locations, and inverts. Include details of underground structures connections, and cleanouts. Record Drawings: At project closeout, submit record drawings to the Engineer of installed sanitary sewage piping manholes and products must include invert, top elevations, locations, etc. Maintenance Data: Submit maintenance data and parts lists for sanitary sewage system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual; in accordance with requirements of Division 1. PART 2 -PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of some material and weight/class as pipes, with joining method as indicated. Polyvinyl, Chloride (PVC) Sewer Pipe: ASTM D 3033, Type PSP, SDR 35; or ASTM D 3034, Type PSM, SDR 35. Above available 4" through 15". SDR 35: 4", 6", 8", 10", 12 & 15"; SDR 41: 6", 8", 9", 10", 12", and 15". Fittings: PVC, ASTM D 3033 or ASTM D 3034, solvent -cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D 2564; or elastomeric joints complying with ASTM D 3212 using elastomeric seals complying with ASTM F 477. Polyvinyl Chloride (PVC) Force Main Pipe: ASTM D2241, SDR 18, C-900, color green. Force Main Fittings: DIP mechanical joint, cement mortar lined (ANSI 21.4) rated at 350 psi. Ductile Iron Pipe (DIP: ASTM A746, AWWA C151 (Pipe) and AWWA C111 (,joints). Class 5, Fastite joints. SANITARY SEWER MANHOLES: General: Provide precast reinforced concrete sanitary manholes as indicated, and complying with ASTM C 478. Coatings: All manholes shall be painted inside and out with Bitumostic Super Service Black or Engineer approved equal, 15 -mil minimum dry thickness, Pipe Connectors: All pipe connections to the manhole base sections, shall be in accordance with ASTM C923, resilient, of size required, Manhole Frames and Covers: ASTM A536, Grade 60-40-18 ductile -Iron casting designed for heavy-duty service. Include indented top design with lettering as shown on plans. All covers to have two penetrating pick holes. CLEAN -OUTS: General: Provide, as indicated, pipe extension to grade with furrule and countersunk clean-out plug. Provide round cost -iron access frame over clean-out, with heavy-duty secured scoriated cover with lifting device, Grease Interceptor: Precast concrete per ASTM C913-98. Two compartment unit with 1/3 overflow capacity beyond design operational size. For installation in traffic areas with less than 24 inches of cover per ASTM C 850-950, PART 3 — EXECUTION INSTALLATION OF PIPE AND FITTINGS: General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before installation to detect apparent defects. Do not store plastic pipe or fitting in direct sunlight. Mark defective materials with white paint and promptly remove from site. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Place bell ends or groove ends of piping facing upstream. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. CLEAN-OUT INSTALLATION Install cleanouts and riser extension from sewer pipe to cleanout at grade. Use cast-iron soil pipe fittings in sewer pipes at branches for cleanouts and cast-iron soil pipe for riser extensions to cleanouts. Install piping so cleanouts open in direction of flow in sewer pipe. Set cleanout frames and covers in earth in a cast -in-place concrete block, 18 by 18 by 4 inches deep. Set with tops 1 inch (25 mm) above surrounding earth grade. Set cleanout frames and covers in concrete/asphalt paving with tops flush with surface of paving. Plastic Pipe: Install in accordance with manufacturers installation recommendations, and in accordance with ASTM D 2321. Sewer Service Termination: Terminate Sanitary sewer piping 5'-0" from face of building in location and at invert as indicated. Provide temporary pipe plug at building termination. Existing utilities: Do not interrupt existing utilities serving adjacent facilities except when permitted and then only after arranging to provide acceptable temporary utility services. Notify Engineer and owner's representative not less than 48 hours in advance of utility interruption. Do not proceed with interruption until coordinating with local utility company. Cleaning Piping: Clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. All muck and unsuitable materials encountered in trench bottom, shall be removed and replaced with compacted granular material to a minimum of 95% maximum dry density per AASHTO T-180. Proctor and density test results shall be submitted to the engineer. All trench backfill under future paved areas shall be placed in 12" layers and compacted by mechanical means to a minimum of 95% density per AASHTO T-180 so as to prevent future settlement. Compaction in unpaved areas shall be a minimum of 90% maximum dry density as per AASHTO T-180. Flush lines between manholes, if required, to remove collected debris. Hydrostatic Testing (force main): Force mains shall be pressure tested at 100 psi for a minimum of 2 hours. See section 02666 (Hydrostatic Testing) for procedures. Gravity sewerr mains shall be visually inspected (lam ed) by the City of Ocoee Utilites and the Engineer. Provide equipment necessary to perform visual inspection and make sure oil lines ore clean, free of debris, all benchs are poured, frames & covers are set and any required touch-ups to the manhole coating has been completed prior to inspection. Provide a minimum of 48 hours notice of Iamping inspection. Lamping shall be after all manholes, piping, benching and interior/exterior coatings are installed. Gravity sanitary sewer mains shall also be TV inspected and the site contractor shall provide both the City and the Engineer with a copy of the video tape for review and approval prior to final acceptance. Maximum allowable horizontal and vertical deflection is 1/4". Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after lines between manholes, or manhole locations, have been installed and approximately 2 -ft, of backfill is in place, and again at completion of project. If inspection indicates poor alignment, debris, displaced pipe, infiltration, or other defects, correct such defects, and reinspect. SANITARY MANHOLES: General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated. Install in accordance with ASTM C 891. Provide rubber joint gasket complying with ASTM C 443 at joints of sections. Form continuous concrete channels and benches between inlets and outlets. TAP CONNECTIONS: Make connections to existing piping and underground structures, so that finished work will conform as nearly as practicable to requirements specified for new work. BACKFILLING: General: Conduct backfilling operations of open -cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing ore completed. FIELD QUALITY CONTROL: Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. SECTION 03310 - CONCRETE PAVEMENT PART 1 — GENERAL' Codes and Standards: ACI 301 "Specifications for Structural Concrete Buildings": ACI 318," Building Code Requirements for Reinforced Concrete"; comply with applicable provisions except as otherwise indicated. Concrete Testing Service: Employ acceptable testing laboratory to perform materials evaluation, testing and design of concrete mixes. Contractor will employ separate testing laboratory to evaluate concrete delivered to and placed at site. Certificates, signed by concrete producer and Contractor, may be submitted in .lieu of material testing when acceptable to Engineer. Quality Control: Contractor's testing laboratory will perform sampling and testing during concrete placement, which may include the following, as directed by the Engineer. This testing does not relieve Contractor of responsibility of providing concrete in compliance with specifications. Contractor may perform additional testing as necessary, at no expense to Owner, to ensure quality of concrete. Sampling: ASTM C 172. Slump: ASTM C 143, one test for each iond at point of discharge. Air Content: ASTM C 173, one for each set of compressive strength specimens. Compressive Strength: ASTM C 39, one set for each 50 cu. yds. or fraction thereof of each class of concrete: one specimen tested at 7 days, one specimen tested at 28 days, and one retained for later testing, if required. When the total quantity of a given class of concrete is less than 50 cu. yds., strength tests may be waived by Engineer if field experience indicates evidence of satisfactory strength. Test results will be reported in writing to the Engineer, Contractor and concrete producer within 24 hours after tests are made. Manufacturer's Data: Submit manufacturer's product data with installation instructions for proprietary materials including reinforcement and forming accessories, admixtures, joint materials, hardeners, curing materials and others as requested by Engineer. Laboratory Reports: Submit 2 copies of laboratory test or evaluation reports for concrete materials and mix designs. Mix Proportions and Design: Proportion mixes complying with mix design procedures specified in ACI 301. Submit written report to Engineer for each proposed concrete mix at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are acceptable to the Engineer. Mix designs may be adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by the Engineer. Use air -entering admixture in all concrete, providing not less than 4% nor more than 8% entrained air for concrete exposed to freezing and thawing, and from 2% to 4% for other concrete. Unless otherwise noted an the Site Construction Plans, all concrete shall be a minimum of 3,000 PSI as 28 days, with 3 to 4 inch slump at time of pour, PART 2 — CONCRETE MATERIALS: Portland Cement: ASTM C 150, Type as required, Fly Ash: ASTM C 618, Type C or F, Limit use of fly ash in concrete mix design to not exceed 25% of cement content by weight. Aggregates: ASTM C 33, except local aggregates of proven durability may be used when acceptable to Architect. Water: Drinkable. Air -Entraining Admixture: ASTM C 260. Water -Reducing Admixture: ASTM C 494; type as required to suit project conditions. Only use admixtures which have been tested and accepted in mix designs, unless otherwise acceptable. Related Materials: Waterstops: Flat dumbbell or center -bulb type, size to suit joints, of either rubber (CRD C 513) or PVC (CRD C 572). Moisture Barrier: Clear 8 -mils thick polyethylene; polyethylene -coated barrier paper; 1/8" thick asphalt core membrane sheet. Membrane -Forming Curing Compound: ASTM C 309, Type 1. Joint Fillers: See Division -7. Form Materials: Provide form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. Exposed Concrete Surfaces: Suitable material to suit project conditions. Reinforcing Materials: Deformed Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise indicated. Welded Wire Fabric: ASTM A 185. PART 3 -FORMING AND PLACING CONCRETE: Job -Site Mixing: Use drum type botch machine mixer, mixing not less than 1-1/2 minutes for one cu. yd. or smaller capacity. Increase mixing time at least 15 seconds for each additional cu. yd. or fraction thereof. Ready -Mix Concrete: ASTM C 94. Form -work: Construct so that concrete members and structures are of correct size, shape, alignment, elevation and position. Provide openings in form -work to accommodate work of other trades. Accurately place and securely support items built into forms. Clean and adjust forms prior to concrete placement. Apply form release agents or wet forms, as required. Retighten forms during concrete placement, if required, to eliminate mortar leaks. Reinforcement: Position, support and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers and hangers, as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh. Concrete Sidewalks: All concrete sidewalks shall be a minimum of 4" thick, except at driveways where they shall be a minimum of 6" thick. Joints: Provide construction, isolation, and control joints as indicated or required. If no expansion joints are shown .provide at a maximum of 20 feet on center each way. Provide Expansion Joints between concrete pavement and concrete curbing. If no control joints are shown provide at 10 feet on center each way. Locate construction joints so as to not impair strength and appearance of structure. Place isolation and control 'joints in slabs -on -ground to stabilize differential settlement and random cracking. Installation of Embedded Items: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by cost -in-place concrete. Use setting diagrams, templates and 'instructions provided by others for locating and setting. Concrete Placement: Comply with ACI, placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked around reinforcement and other embedded items and into forms. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placement and curing. In cold weather comply with ACI 306R. In hot weather comply with ACI 305R. Concrete Finishes: Exposed -to -view Surfaces: Provide a smooth finish for exposed concrete surfaces and surfaces that are to be covered with a coating or covering material applied directly to concrete. Remove fins and projections, patch defective areas with cement grout, and rub smooth. Slab Trowel Finish: Apply trowel finish to monolithic slab surfaces that are exposed -to -view or are to be covered with resilient flooring, paint or other thin film coating. Consolidate concrete surfaces by finish trowelling, free of trowel marks, uniform in texture and appearance. Curing: Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible, keep p contin usl uo y moist for not less than 72 hours. Continue curing by use of moisture - retaining cover or membrane -forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damage to exposed concrete surfaces. Protection: Provide barricades as necessary to prevent damage from vehicles or pedestrians. Sweep concrete paving not more than 2 days prior to date scheduled for substantial completion inspection, TRAFFIC AND LANE MARKINGS: Cleaning: Sweep and clean surface to eliminate loose material and dust. Off -Site Striping: (Within public road right-of-way and access drive.) Striping: Use thermoplastic striping. On -Site Striping: Use chlorinated -rubber base traffic lane -marking paint, factory -mixed, quick - drying, non-bleeding, 2 coots minimum, unless thermoplastic striping is specifically specified (i.e. fire lane striping, etc.). Color: White unless otherwise specified on civil drawings. Do not apply traffic and lane marking point until layout and placement has been verified with Engineer. Apply point with mechanical cal a ui ment to produce uniform straight tedges. Apply in 2 coats manufacturers recommended rates. Protect from traffic until it has attained its full set and hardness. Repaint areas to provide uniform color and appearance. f2 H Z W M M O 0 U X Z 0 O to W U W 1Z O W f!1 W O; T ~ 5 0 O MIN 11 �;;R 4. cCLI Ilk 1 ; S F` ` . - 0) CO NM� ^� �� O C�) 1 1�14 11q_ �i `tI 1 , �., I�6.4 o,:� LL 441 w ' . F� y- � Q404 S0 CL y W r � ----,Q_�Q a' N (,l v) Q4 �NczWC�. I,-) l4 • ,BMW. --K Al`lfftl'Lrfrl►1 0) O C N r= " N a- E -i- Z N O E 0 C .N O O .� � C W Q v— O • N C9 :�_. (D trE Q) N C U CO W tD C 0) 0) } LU __ c CO U a) O I• a- 0 O S` -2 C O C: O 14AN .., W IX) W Il_�, W CV F_ ('7 (/) Q I— 0 � Q ,<n 0 0 U- n _-)0 00 V) CNV .p Z M0 I1 W W r� V 4 0 N C C tZ D N Q O 0) N U L 0) En 0) y Q) 7(3D w 00 1-1 It O O 10 CV n O D u_ th N N C? ch M N O � (t: - C O n (/O yo "2- 3 ONALD HEN N 11, P.E., FL REG. 34831 DESIGN I DRAFT CHECK RMH DSG PROJECT NO. 01 054S DATE OCTOBER, 2001 SCALE N/A SHEET 12 OF 13 Ld LL, L0 A= 1131030 30" R 260.00' L = 142.98 CH 141.19 CH, BRG = N19®14 '`47" El 13 £ r Q CZ') _-j Q tj fly r (0 s �° ,l f if BUBBLE CLIMBER kh ds 4 g 54 0014 'N 68 36� 1\ �% ............... CV Rl .01 CLIMBING 410 45a 4. CRUNCH ? 63 POLE it BAR ...... .. . . IN tZ CARGO NET t WALL ROUND c. ATTACHMENT MIRROR T Y PANEL FUNNEL T O BRIDGE ;Y i -1 1 1 e% -r^ r"N L J e% _rn 1 1 r% _rl i r1*j r - NOTES: 1. ELEVATION CONTOURS SHOWN HEREON ARE NOT EXISTING ELEVATIONS. THEY ARE PROPOSED CONTOURS TO BE PROVIDED BASE ON COMPLETION OF THE MASS GRADING PLAN (SEE SHEET 12, OCOEE COMMONS PUD FINAL SUBDIVISION PLANS). THE MONTGOMERY AVENUE PAVEMENT AND SIDEWALK GRADES SHOWN HEREON ARE PROPOSED GRADES BASED ON THE SAME PLANS (SEE SHEET 8). 2. GRASS SOD ALL AREAS NOT COVERED WITH CONCRETE, BUILDING OR MULCH WITHIN TRACT F. 90111111N.'rilue 1611111,T510121M W�= I a W -Al I all DOME ROOF WILDSLIDE (left) Total Elevated Play Components Total Elevated Components Accessible By Ramp Total Elevated Components Accessible By Transfer Total Accessible Ground Level Components Shown Total Different Types Of Ground Level Components Soft, resilient surfacing 'should be placed in the use zones of all equipment, as specified for each type of equipment, and at depths to meet the critical fall heights as specified by the U.S. consumer Product Safety Commission, ASTM standard F 1487 and Canadian Standard CAN/CSA-Z-614. Enriching Childhood Through S. Play romyor."M vi Z CPA 77' An SLIDE & GLIDE SLIDE W/UNIVERSAL Z 0 HOOD < LdE. CIL LLJrev CL iF LLI (n Uj 0 CvJO Co (3) CI. LL_ Uj W 6� k.4 �t 9 0 9 3 3 This unit includes play events) and routes of travel designed specifically for special needs users. It is the opinion of the manufacturer that these play events and routes of travel conform to the accessibility requirements of the ADA (American's with Disabilities Act). W This play equipment is recommended for children ages MODEL #85093 E -a CL_ E Z @ D oc (D ti=CD 2 0 0, -I-- Uj ry > :3 < W <0 • Z a) -2 IUD < 0 !E W Ce vU_ a) C: :D0 C? W 00 C) < N 0 C) ONTO 0Z U 2 LL_ co 0 C? Com"40 V___4 -2 co 0 0 0 mommomm" A -- n ENGINEER RONALD HENS _�3A%3( 9y 11, P.E.RA DESIGN DFRAFT *[CHECK RMH _DSG PROJECT N6. * 01 054TRACT—F—IMP DATE OCTOBER, 2001 SCALE 1$1 0, SHEET 13 OF 13