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Item 10 Plantation Grove PUD, Phase 3, Lot 2 – Large Scale Preliminary Site Plan
Center of Good L/vZ7. AGENDA ITEM COVER SHEET Meeting Date: May 3, 2005 Item # I () Reviewed By: Contact Name: Catherine Armstrong Department Director: � F Contact Number: 905-3100 X1020 City Manager: Subject: Large Scale Preliminary Site Plan for Plantation Grove Phase 3, Lot 2. Background Summary: The Plantation Grove commercial subdivision is located on the northeast corner of Maguire Road and Moore Road, with Phase 3, Lot 2 being located directly south of the Publix Shopping Center, east of the Hess gas station. The subject property comprises a single lot totaling 7.94 acres, is zoned Commercial Planned Unit Development (PUD) and designated as Commercial on the Future Land Use Map (FLUM). Staff has determined that the proposal is consistent with the approved PUD plan, the Preliminary Subdivision Plan and the Final Subdivision Plan for Plantation Grove. Conditions of Approval affecting this portion of the site in the original PUD have been incorporated into the plans. The Plantation Grove Phase 3, Lot 2 Large Scale Preliminary Site Plan is proposed to be developed with commercial uses in four (4) phases. Phase 1 is proposed to include a 21,520 sgte foot General Business building with approximately 13 tenant spaces; Phase 2 is proposed to include a 3,820 square foot AmSouth Bank, with five (5) drive-thru lanes; Phase 3 is proposed to include a 6,000 square foot high - quality restaurant; and Phase 4 is proposed to include a 8,000 square foot building which will function as either a restaurant, retail or daycare use. The outparcels will not be sold fee -simple, but will be leased. Issue: Should the Honorable Mayor and City Commissioners approve the Large Scale Preliminary Site Plan for Plantation Grove Phase 3, Lot 2? Recommendations: Based on the recommendation of the DRC and the Planning & Zoning Commission, Staff respectfully recommends that the Mayor and City Commissioners approve the Large Scale Preliminary Site Plan for Plantation Grove Phase 3, Lot 2, as date stamped received by the City on April 1, 2005, with the inclusion of the three waivers. Attachments: Location Map, Zoning Map and FLU Map; Large Scale Preliminary Site Plan date stamped April 1, 2005. Financial Impact: Unknown Type of Item: ® Public Hearing For Cleric's Dept Use: ❑ Ordinance First Reading ❑ Consent Agenda ❑ Ordinance First Reading ❑ Public Hearing ❑ Resolution ® Commission Approval ❑ Discussion & Direction ❑ Regular Agenda ❑ Original Document/Contract Attached for Execution by City Clerk ❑ Original Document/Contract Held by Department for Execution Reviewed by City Attorney ❑ N/A Reviewed by Finance Dept. ® N/A Reviewed by ( ) ❑ N/A Mayor S. Scott Vander rift City Manager Robert Frank Cepter of Good Lt� STAFF REPORT TO: The Honorable Mayor and City Commissioners Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 FROM: Catherine Armstrong, Planning Manager THROUGH: Russ Wagner, AICP, Community Development Director DATE: April 19, 2005 RE: Plantation Grove Phase 3, Lot 2 Large Scale Preliminary Site Plan Project # LS-2004-012 ISSUE: Should the Planning & Zoning Commission recommend approval of the Large Scale Preliminary Site Plan for Plantation Grove Phase 3, Lot 2? BACKGROUND/DISCUSSION: The Plantation Grove commercial subdivision is located on the northeast corner of Maguire Road and Moore Road, with Phase 3, Lot 2 being located directly south of the Publix Shopping Center, east of the Hess gas station. The subject property comprises a single lot totaling 7.94 acres, is zoned Commercial Planned Unit Development (PUD) and designated as Commercial on the Future Land Use Map (FLUM). Staff has determined that the proposal is consistent with the approved PUD plan, the Preliminary Subdivision Plan and the Final Subdivision Plan for Plantation Grove. Conditions of Approval affecting this portion of the site in the original PUD have been incorporated into the plans. This includes the developer paying to the City of Ocoee their share of the cost of improvements to Moore Road in the amount of $135,031. In accordance with Condition of Approval # 12, this payment is required to be received prior to building permits being issued for Phase 3. The site is undeveloped and covered with scattered trees located throughout the site. Two existing retention ponds are located on the subject property parallel to Moore Road and will be relocated to a master stormwater pond on the east side of the property during site construction. To the north of the subject property is the existing Publix supermarket, zoned Commercial PUD and designated as Commercial on the FLUM. To the west is a Hess gas station, zoned Commercial PUD and designated as Commercial on the FLUM. South of the subject property is Moore Road with associated right-of-way. On the south side of Moore Road are properties that are currently vacant, but were the subject of a Small Scale Comprehensive Plan Amendment (Ordinance No. 2004-18 approved by the City Commission on August 17, 2004 changing the Future Land Use Map from Low Density Residential to Commercial), a Planned Unit Development (PUD) Land Use Plan (approved by the City Commission on August 17, 2004) and a Preliminary Subdivision (approved by the City Commission on August 17, 2004) entitled as "Westridge." To the east of the subject property is vacant land zoned High Density PUD and designated as High Density Residential on the FLUM. The Plantation Grove Phase 3, Lot 2 Large Scale Preliminary Site Plan is proposed to be developed with commercial uses in four (4) phases. Phase 1 is proposed to include a 21,520 square foot General Business building with approximately 13 tenant spaces; Phase 2 is proposed to include a 3,820 square foot AmSouth Bank, with five (5) drive-thru lanes; Phase 3 is proposed to include a 6,000 square foot high -quality restaurant; and Phase 4 is proposed to include a 8,000 square foot building which will function as either a restaurant, retail or daycare use. The outparcels will not be sold fee -simple, but will be leased. Access into the subject site will be provided from Moore Road, with a single lane entering the project and two lanes exiting the project (left turn lane and right turn lane). Additionally, there will be an access provided through the subject property to Maguire Road to the west and to the Publix shopping center to the north. The Developer is requesting three (3) waivers: The applicant is requesting a waiver from Article VI, Section 6-14C(1)(b)(ii), which requires that smaller commercial structures and outparcels situated along primary and secondary roadways will not dominate the street frontage and shall be restricted to no more than 50% of the linear roadway frontage within a planned commercial development or subdivision. The justification listed in the waiver table Sheet 2 indicates that no outparcels will ever be created from the lease site boundaries per the Conditions of Approval. 2. The applicant is requesting a waiver from Art. VI, Sec. 6-14, C, (1), (b), iv, which requires that no more than two outparcels within the same planned development shall abut each other along primary or secondary street frontages, although any number of outparcels may front on internal streets within a commercial subdivision. The justification listed in the waiver table on Sheet 2 indicates that no outparcels will ever be created from the lease site boundaries per the Conditions of Approval. 3. The applicant is requesting a waiver from Article V, Section 5-18(b), which requires a `medium buffer' comprising a 25' landscape buffer between commercial residential. The justification listed in the waiver table on Sheet 2 is that they will utilize a 6' high wall in conjunction with landscaping, in addition to a large stormwater pond. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 15, 2005 and reviewed the Large Scale Preliminary Site Plan. Staff discussed with the applicant the outstanding comments from Foley and Lardner and the Planning Division, which were identified in written form to the committee and the applicant. The DRC voted unanimously to recommend approval of the Large Scale Preliminary Site Plan, subject to the developer making changes on the plans based on written comments raised at DRC. The applicant has revised the plans incorporating all of staff's comments that were presented in the DRC meeting as dated stamped April 1, 2005. PLANNING AND ZONING COMMISSION RECOMMENDATION: On April 12, 2005, the Planning and Zoning Commission held a public hearing to consider the proposed Large Scale Preliminary Site Plan for Plantation Grove Phase 3, Lot 2. The City Staff and the Applicant of the project answered questions from the commission regarding the waivers being requested. No other issues were discussed. The Planning and Zoning Commission vote unanimously to recommend approval of the Large Scale Preliminary Site Plan for Plantation Grove Phase 3, Lot 2, as date stamped received by the City on April 1, 2005, with the inclusion of the three waivers. STAFF RECOMMENDATION: Based on the recommendation of the DRC and the Planning and Zoning Commission, Staff respectfully recommends that the Mayor and City Commission approve the Large Scale Preliminary Site Plan for Plantation Grove Phase 3, Lot 2, as date stamped received by the City on April 1, 2005, with the inclusion of the three waivers. Attachments: Location Map, Zoning Map and FLU Map; Large Scale Preliminary Site Plan, date stamped April 1, 2005 Plantation Grove Lot 2 Phase 3 Location Map Plantation Grove Phase 3, Lot 2 Surrounding Future Land Use Map (a C 1 inch eq 13065 0 13, Printed: aSubject Prope Unincorporat m and Other Mi Low Density Medium Den High Density Professional Commercial Light Industri Heavy Indust Conservatior Recreation a Public Facilit Lakes and VA () ,the C�tet of Good ���,� OC��E� Ocoee Community Developme 1 inch equals 400 feet 13065 0 130 260 390 Feet Printed: April 2005 aSubject Property Unincorporated Territory Mand Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies Plantation Grove Phase 3, Lot 2 Surrounding Zoning Map P-S DEB p T 4 ROVE �- 4 o 41 L� o co PUD-HD c l4 O w cv -� C ' DRE�l m - r- z 1VIOORE-GOAD P D Copy of Public Hearing Advertisement Date PuhliGhPri Sentinel Orange Extra, Thursday, April 21, 2005 Page H2O Advertisement CITY OF OCDEE NOTICE OF PUBLIC HEARING FOR PRELIMINARY LARGE SCALE SITE LAN PLANTATION GROVES SHOPPING CENTER PHASE 3 LOT 2 CASE NUMBER. L8.2004.012 NOTICE IS HEREBY GIVEN, pursuant to Section 4.3, A, (3), (b), Ocoee Land Development Code, that on Tues.day, May 3, 2005, at 7:00 p.m., or as soon thereafter as practical, the COEE Cl PUBLIC HEARING actISSa Ocowill eeoClty Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florlda, to consider Plantation Grove Shopping entr Scale PrellmWre 3�y Site Plan, locat- ed at the northeast Intersection of Maguire Road and Moore Road, di- rectly south of the Plantation Grave Shopping Center. The City Commission will review and may make a decision concern- Ing the proposed Preliminary Large Scale Site Plan based upon Its con- formance with the requirements of the Ocoee Comprehensive Plan, Land Development Code and bene- fit to the public. The complete case file, including a complete legal description by metes and bounds, may be Inspected at the Ocoee Community Development Department, 150 North Lakeshore Drive, Ocoee, Florida, between the hours of B:Oo a.m. and 5:00 p.m., Monday through Friday, except le- gal holidays. The City Commission may continue the public hearings to other dates and times, as it deems necessary. Any interested party shall be ad- vised that the dates, times, and Places of any continuation of these or continued public hearings shall be announced during the hearings and that no further notices regard- ing these matters will be Published. Interested parties may appear at the public hearings and be heard with respect to the proposed Pre- liminary Large Scale Site Plan. Any person wishing to appeal any decision made during the public hearings will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based. Persons with disabilities needing assistance to participate in any of the proceedings should can. tact the City Clerk's Office 48 hours in advance of the meeting at (407) 905-3105 OLS6142627 4121 onELIMINARY LARGE SCALE SITE PLAN PLA INDE LOCATION MAP LEGAL OMENRIPTION LOT 2, PLANTATION GROVE SHOPPING CENTER PLAT BOOK 43, PAGE 10 PUBLIC RECORDS, ORANGE COUNTY, FLORIDA. PROFESSIONAL TEAM CIVIL ENGINEERS/PLANNERS: AVID ENGINEERING, INC. 4901 VINELAND ROAD, SUITE 190 ORLANDO, FLORIDA 32811 (407) 248-0505 GEOTECHNICAL ENGINEERS: ECS, LTD 2815 DIRECTORS ROW, SUITE 500 ORLANDO, FLORIDA 32809 (407) 859-8378 SURVEYORS: ALD II 5850 LAKEHURST DRIVE, SUITE 150-33 ORLANDO, FLORIDA 32819 (407) 352-7181 GAS LANDSCAPE ARCHITECT: AVID ENGINEERING, INC. 2300 CURLEW ROAD PALM HARBOR, FLORIDA 34683 (727) 789-9500 PROJECT ARCHITECT: SCOTT ARCHITECTS 423 SOUTH KELLER ROAD, SUITE 200 ORLANDO, FL, 32810 TRAFFIC ENGINEERS: AVID ENGINEERING, INC. 4901 VINELAND ROAD, SUITE 190 ORLANDO, FLORIDA 32811 (407) 248-0505 UTILITY COMPANIES LAKE APOPKA NATURAL GAS DISTRICT 1320 SOUTH VINELAND ROAD WINTER GARDEN, FLORIDA 34777 (407) 656-2734 SPRINT UNITED P.O. BOX 770339 WINTER GARDEN, FLORIDA 34777 (407) 814-5386 BRIGHT HOUSE NETWORKS 844 MAGUIRE ROAD OCOEE, FL 34761 (407) 532-8508 PROGRESS ENERGY 452 EAST CROWN POINT ROAD WINTER GARDEN, FLORIDA 34787 (407) 905-3303 WATER/SEWER CITY OF OCOEE 150 NORTH LAKESHORE DRIVE OCOEE, FLORIDA 34761 (407) 905-3100 STO RMWATE R CITY OF OCOEE 150 N LAKESHORE DRIVE OCOEE, FLORIDA 34761 (407) 905-3100 CONTRACTOR TO CALL SUNSHINE ONE AT 1-800-432-4770 TO VERIFY LOCA11ON OF ALL EXISTING UNDERGROUND UTILITIES. PHASE 3, LOT 2 (MAGUIRE R13111. & MOO E RDmjlj CITY of OCOEE, FLORIDA PACE.L I.D.: 32-22-28-7137-OO-020 aucusr 23, 2004 REVISED MARCH 23, 2005 Prepared For: U-N [CO R P NATIONAL DEVELOPMENTS, INC. 7505 West Sand Lake Road Orlando, Florida 32819 Tel: (407) 999-9985 Fax: (407) 999-9961 www.unicorpdevelopment.com Prep are d By: TE/VC//1/EER//VG INC. Our company name stands for itself... Civil Engineers = Planners Traffic Engineers = Environmental Engineers Landscape Architects = Surveyors 4901 Vineland Road, Suite 190 Orlando, Florida 32811 Phone: (407) 248-0505 Fax: (407) 248-0334 THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID ENGINEERING, INC., (AEI) AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AEI. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGINEERING, INC., ® (407) 248-0505 THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM AVID ENGINEERING, INC. ® COPYRIGHT 2000 Daniel Armatrong e131. #67565 NOT VALID UNLESS SIGNED & EM OSSED BY A REGISTERED ENGINEER AVID ENGINEERING ` CERTIFICATE OF AUTHORIZATION' No. 1. COVER SHEET 2. OVERALL SITE PLAN 3. DEMOLITION PLAN 4. SITE GEOMETRY PLAN - SOUTH 5. SITE GEOMETRY PLAN - NORTH S. PAVING, GRADING AND DRAINAGE PLAN -SOUTH 7. PAVING, GRADING AND DRAINAGE PLAN -NORTH 8. UTILITY PLAN - SOUTH 9. UTILITY PLAN - NORTH _ 10. CONDITIONS -OF APPROVAL 11. PAVING `,AND DRAINAGE DETAILS 12. PAVING AND DRAINAGE DETAILS 13. PAVING AND DRAINAGE DETAILS 14. WATER AND SEWER DETAILS 15. WATER AND SEWER DETAILS L1. LANDSCAPE PLAN L2. LANDSCAPE NOTES IRR1. IRRIGATION PLAN Al. ARCHITECTURAL ELEVATIONS & LIGHTING CUT SHEETS S1. TOPOGRAPHIC SURVEY AND BOUNDARY PROJECT INTENT: TO CONSTRUCT A 3,820 SQUARE FOOT BANK, 21,520 SQUARE FOOT REATAIL, 8.000 SQUARE FOOT RESTAURANT/RETAIL OR DAY CARE BUILDING : -AND 6,000 SQUARE FOOT RESTAURANT ALONG WITH APPLICABLE PARKING AND DRAINAGE INFASTRUCTURE. PROPERTY OWNER: PROPERTY DEVELOPER: APPLICANT: MAGUIRE GROVES L.L.C. UNICORP NATIONAL DEVELOPMENT, INC. AVID ENGINEERING, INC. 7505 WEST SAND LAKE ROAD 7505 W. SAND LAKE ROAD 4901 VINELAND ROAD, 190 ORLANDO, FLORIDA 32819 ORLANDO, FLORIDA 32819 ORLANDO, FLORIDA 32811 PHONE (407) 999-9985 PHONE (407) 248-0505 EXISTING PROPERTY AREA: VACANT 7.94 ACRES (345,866 SF) PROPERTY ZONING: CURRENT ZONING: PUD LAND USE DESIGNATION: PHASING (PROPOSED): *PHASE 1 - GENERAL BUSINESS RETAIL COMMERCi , PHASE 2 - BANK MAXIMk)M `BUILDING HEIGHT: PHASE 3 —RESTAURANT 45 FEET PHASE 4 — RESTAURANT OR RETAIL OR DAY CARE SETBA MKS AND BUFFERS: *PHASE TO INCLUDED ALL APPICABLE PARKING LANDSCAPE BUILDING AND INFRASTRUCTURE FOR ENTIRE DEVELOPMENT FRONT (MOORE ROAD) 15' 35' INTERNAL 10' 15' REAR (!ESiDENTIAL SIDE) 10' 50' MIN. PERVIOUS AREA REQUIRED: 3o% MAX. IMPERVIOUS AREA PERMITTED: 70%. LOT COVERAGE CALCULATIONS: (EXISTING) TOTAL IMPERVIOUS AREA 16,332 SQ. FT. 0.37 AC. 5.0% TOTAL PERVIOUS AREA 329,534 SQ. FT. 7.57 AC. 95% TOTAL SITE AREA 345,866 SQ. FT. 7.94 AC. 100% LOT COVERAGE CALCULATIONS: (PROPOSED) PARKING & SIDEWALK AREA 190,960 SQ. FT. 4.384 AC. 55.21% - LEASE SITE A -BANK 3,820 SQ. FT. 0.088 AC. 1.11% LEASE SITE 13-RETAIL 21,520 SO. FT. 0.494 AC. 6.22% LASE SITE C-RESTAURANT/RETAIL OR DAY CARE 8,000 SQ. FT. 0.184 AC. 2.32% LEASE SITE D-RESTAURANT 6,000 SQ. FT. 0.138 AC. 1.73% TOTAL IMPERVIOUS AREA 230,300 SQ. FT. 5.28 AC. 66.59% TOTAL PERVIOUS AREA 115,566 SQ. FT. 2.65 AC. 33.41% TOTAL SITE AREA 345,866 SQ. FT. 7.94 AC. 100% PARKING CODE REQUIREMENT: LO BANK: 1 SPACE PER 200 S.F. OF GROSS FLOOR AREA 0 GENERAL BUSINESS: 1 SPACE PER 200 S.F. OF GROSS FLOOR AREA r� RESTAURANT: 1 SPACE FOR EACH 4 FIXED SEATS + 1 SPACE PER 75 S.F. OF PATRON USE, NON SEATED AREAS n N LEASE SITE A BANK GROSS FLOOR AREA = 3,820 S.F. (3,820 S. F. / 200) = 19 SPACES REQUIRED HANDICAP SPACE: = 1 SPACES REQUIRED o LEASE SITE B GENERAL BUSINESS GROSS FLOOR AREA = 21,522 S.F. (21,522 S. F. / 200) = 108 SPACES REQUIRED Q HANDICAP SPACE: = 5 SPACES REQUIRED LEASE SITE C RESTAURANT GROSS FLOOR AREA = 8,000 S.F. (1 SP/4 SEATS) (200 SEATS) + (1 SP/75 SF) (817 S.F. PATRON USE, NO SEATS)= 61 SPACES REQUIRED HANDICAP SPACE:. = 2 SPACES REQUIRED LEASE ''SITE , F TAURANT GROSS FLOOR AREA = 6,000 S.F. 0 (1 SP/4 SEATS) (150 SEATS) -I (1: SP/75 SF) (600 S.F USE, NO SEATS)= 46 SPACES REQUIRED � HANDICAP SPACE: = 2 SPACES REQUIRED p REGULAR PARKING STALL SIZE PROVIDED = 9 FT. X 18 1". HANDICAPPED PARKING STALL SIZE PROVIDED = 12 FT. X .,ER CODE 0 PARKING PROVIDED: CK TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (A) BANK Uj CK REGULAR SPACES 35 STANDARD SPACES HANDICAP SPACES 2 HANDICAP SPACES U 37 TOTAL SPACES TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (B) GENERAL BUSINESS REGULAR SPACES 113 STANDARD SPACES HANDICAP SPACES 6 HANDICAP SPACES O 119 TOTAL SPACES V) j TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (C) RESTAURANT/RETAIL OR DAY CARE o REGULAR SPACES 56 STANDARD SPACES�--�.�,.� m HANDICAP SPACES 2 HANDICAP SPACES I I' 'S 58 TOTAL SPACES J Q TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (D) RESTAURANT'( 1 05 REGULAR SPACES 47 STANDARD SPACES ,:.3,. PR A Lr- w HANDICAP SPACES 2 HANDICAP SPACES 49 TOTAL SPACES o�ea0`� O Agenda 5-03-2005 Item 10 LNG MEDIAN J•Ll•1Wt I J•1 111 IN Q. I I..... ....... ...... I COMMERCIAL PUD f f.................. 1 ' ( i i...................EX I i a 10 1 I � �, i � I,:, ��:,• I W E I f-- _-_-- j.......f I I W t W Q t' I--- E /� din U IQ p m I 4' Access W c- Co I � . 2easement ( I .................. '---------- ;� I� -o -- O N I� ' N 89°54' 50"E I I 70.58 10' LANDSf AP I j BUFFER s ....... .............i �J) 15' PUILDI[ j G._.......... I i } I I I SETBACK 12' access I easement II '°i'',�I I� 111simi -INC, : Q COMMERCIAL PUD- v .I t �a .................I 1 I f •; II II I o�I;1 0 to _....... I. 1 I 11 ...................I . I; I I I II II __�Mt 11 Ix .................Ifs;' �,..f . I�.-- r. 15' BUILDING t `" SETBACK I 1 _ 10' LANDSCAPE BUFFER (') � I I J I II -•'' 1 f IJ 1 Ij' 15' LANDSCAPE BUFFER i..OT € OPUS, SOUTH PP, 3.3. PG. 21 COMMERCIAL PUD N89°38'25"E 342.54' 10' LANDSCAPE Eaii E OF PA`iEME T BUFFER N000213511W 1.00 —, - ill 31 ---------------------------- 77777777 o-'.0 WHITE STRIPE EDGE OF PA*A-.'.1E%-,-f WHITE STRIPE C 1 » WHITE STRIPE I I II I �N89°38'25"E 21- 00' BEGINNING OF 42" HIGH CHAIN LINK FENCE WITH BLACK VINYL COATING 5' Landscape easement W/WALL AROUND THE WHOLE POND FIVE FEET DROP POND SIZE: TOP: .6264 AC BOTTOM: .6264 AC TOTAL: 1.88 AF END OF Tom" DECORATIVE ALUMINUM FENCE, BEGINNING OF 42" HIGH CHAIN LINK FENCE WITH BLACK VINYL COATING HIGH DENSITY PUD PROPSED WALL TO BE CONSTRUCTED 6' IN HEIGHT FROM THE HIGHEST GRADE ON EITHER SIDE OF THE WALL BEGINNING OF 42" HIGH DECORATIVE ALUMINUM FENCE SITE LEGEND LL-V HANDICAP PARKING ® PROPOSED DRAINAGE INLET PROPOSED CURB —••• •••— SITE BOUNDARY LINE - CENTER LINE OF ROAD RIGHT-OF-WAY - - - - - - EXISTING EDGE OF PAVEMENT LEASE LINE PHASE LINE p"• ; : e• PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT TYP TYPICAL HC HANDICAP 10 10 PARKING SPACES S/W SIDEWALK R5' 5' RADIUS LF LINEAR FEET SF SQUARE FEET WAIVER TABLE: ITEM CODE CODE PROPOSED JUSTIFICATION CITATION REQUIREMENT STANDARD OUT PARCELS SITUATED ALONG PRIMARY/SECONDARY LAND DEVELOPMENT LEASE EA E SITES NO OUTPARCELS ROADWAYS WILL NOT CODE SECTION WILL TAKE UP WILL EVER BE DOMINATE THE STREET 6.14 C(1)(b)(ii) 60% OF CREATED FROM FRONTAGE AND SHALL BE RESTRICTED TO NO ROADWAY LEASE SITE MORE THAN 50% OF THE FRONTAGE BOUNDARIES PER LINEAR ROADWAY FRONTAGE FOR OUT PARCELS WITHIN CONDITIONS OF APPROVAL. A PLANNED COMMERCIAL DEVELOPMEN . THERE IS A 25' LANDSCPAE LAND DEVELOPMENT 15' HIGH UTILIZING THE 6' BUFFER REQUIRED BETWEEN CODE SECTION LANDSCAPE HIGH WALL IN COMMERCIAL AND 5.18 (B) BUFFER WITH 6' CONJUCTION WITH RESIDENTIAL DEVELOPMENT HIGH WALL LANDSCPAING, THE BETWEEN BUFFER WILL BE COMMERCIAL AND REDUCED TO RESIDENTIAL ALLOW THE DEVELOPMENT ENCROCHMENT OF THE STORMWATER POND NO MORE THAN TWO OUT PARCELS LAND DEVELOPMENT INCLUDING HESS NO OUTPARCELS SHALL ABUT EACH OTHER ALONG STATION, THERE WILL EVER BE PRIMARY/SECONDARY STREET CODE SECTION WILL BE 3 CREATED FROM •, FRONTAGES 6.14 C(1)(b)(iv) APPARENT LEASE SITE OUTPARCELS BOUNDARIES ALONG MOORE PER CONDITIONS ROAD OF APPROVAL EY,Gj. 2-CU31? & GUTTER -...............__ -- -- _ - _ - - - W------........ ...... ....... ....... ...... ....... ....... ......... ... ---------...... ___.----- --- cc€a r.:EDtAra - - -� S 5 3' 09.3 CONC MEDIAN _ ••-• •_ — — ....... .............. ...... ................... ...- _ _ — _........................ • WHITE STRIPE E GE OF PAIL EMENT - — — — — — — — _ -- — — y2' CUR? b_ GUTTER w m >' 3: p m 0 O U W fn fn t- t- w w 00 z U U O z 1-- o U U () U � w w En w o- o- LiJ F- 0 0 0 to � U) O w w U J Q i 0 rh N Q V' r7 N 0 171 N O z �w>-N-ozrn U z 1~- L m mQry a o I � a [Li 10 D it-CL L w Q n 10 Ia. a_ 0, Q o� (� LLI (oz rL Ud m at Z wZ Z _ _J LLJ W Z z 1 LLj j8 Z Z F w m� r; o_ Ww!�:� f1 pItZ `-• z �3wo o -WZo �'�aF- �z ❑ Q~zo = vNiLnwQ - N N 0 zjE ¢=Qao <�o Q O J cos w waa Z ai- Qm U > r 0 LLJ WOV �O wO W 0 �MELO z v \ o . c OR Wo z >; moor UJ ttz 0 0 CL o W O Li c O w° J y a a 60 o 3 �0�3 W �! v ��Cq N L LJ t- in v J W� Z �V o zw '° a � Z W� W w a. z GC C O g. 0 `a 0 GG O I.LA. L W O V Z pC J ~ 0. O V OLLJ � ~ UJI O Q � CW Q 80' RIGHT OF WAY S H E E T N 0 — — UJM— WV EXISTING Wv ...... ..... FIRE HYDRANT M-1 6'y") ,)T OPlYS S02 00 1 / j I f EXISTING C FIRE HYDRANT B, 353PIG, 21 .. ..... .... .... ..... ..... .... .... .... ..... .... .... ..... . ... ..... ..... .... .... ..... ..... .... .... ..... ..... ..... .... ..... ..... .... .... ..... ..... .... .... ..... ..... .... .... A \ FPC—PM S, + j II�A Lo .. . . . .. ... ... — NO -MEDIAN CB 0— CB L WV 4:��-SPHALT TQU7 — — — WM— — — — — m— Tr$128.17 EXISTING 8LA%R LINE I , W— Wm— — — —--------—UuM— — —=,, 1-- •-N.INV.=123.37 no.=123.22 P ; I CLEANOUT oS.W.INV.=123.,7 EDGE OF PAVEkiENT -0* 111 ....."ti �— --- A —,c.-... .... bo P b 4 'b + + + It Ay C�ANC 'Y P7 FF 17 45 CB C 10, 5.90, S. + Wy TOP,�-129.36 C +#gg &I NNV.=124.77 -A CB 11 TOP=129.63 1.0 b N.E.INV.=l 23.50 - I 1 D A R 12" E D A R =1 23 L CB T0P=1 28.63 N.E.INV.=124.28 + TF;:PLE + CHI -NA BERRY K \4j / 4,11 L IF:: CONC REMOVE EXISTING METER AND CAP XT PROPERTY LINE 811" C`AK 4V 7 *+ -1 'H RFl L-- — — — — — 41 ... ..... .... ..... ..... ..... .... .... 16 .... .... ......... ...... 24' Accesst easement tz— — — — — — — — — — — — to + + yA jo 44 .... EXISTING 12- SW 0 <3 6 ....... ......... §.-' z ...... ....... tk 11; Access—, easement + N 0 .1 PLANTATIOIN GROVE t + SHIOPPING, -CE:'NTi-1 ' I I i P(3, ...... ...... ..... LOT 2 ...... ...... ..... L r 'NALL ...... ....... < ..... ...... ..... ............. C) ...... ...... ...... A PROXIMATE LINE O� RIGHT—OF—WAY EXISTING REUSE WATER LINE TO:BE LOCATED 'THE FIELD 12" CAM V;1 (10 Ni C . I VI OAK Ir C:. Mi-I i?Zj 13" OAK road easement 200 FT. OF EXISTING WATER LINE TO BE REMOVE Existing 15' waterline easement EXISTING 8' ' P J$AN SEWER EXISTING Sit ITARY MANHbLE Exist. 5' Landscape easement I ' I' + + 41 4 p. yg + W 4. li I i ��. WHITE 5IKIPE FIRE HYDRANT MITE STRIPE LXjrL_Z T,,tgt GUTTER o" Aj", WHITE STRIPE — — — — — — - — — — — — — — — — -- ...... ....... ....... ....... ...... 414 — — — — — — - F C.051. C, �tv — — — — — — — — — — --- — — ------ ------- ------- ------ ------- --- CONC MEDIAN WHITE STRIPE 41 -A OF PAVEMEIlT 4 4 - '****,: - --4�f* 5 — — — — — --4± — — — — - --- ------ ------ 4:� . ...... ....... ... ...... ....... * ..... ..... .. ..... — — — — — — — — — — — . . ... ....... ............. ....... ....... ....... ....... ...... ... ... ....... .... 2' CURB &- GUTTER 0 40 80' SCALE: 1 40' —0 0 Lb 0 M M < <1 0 0� z UJI CD < ry 0 0- C) :2 0 Z 3: 3 < 0 O:C'4 Pf 0 W < rn c3 1 1 IZZ 00 < ul LO En DEMOLITION LEGEND 0Z71 W� )-C-4 0 a. 21" ZO W 0 EXISTING STRUCTURES TO BE REMOVED PRIOR TO 0 v- 'd z Z z .50 W0 I=' CONSTRUCTION. CONTRACTOR TO COORDINATE WITH OWNER U4 6w2B a - FOR DEMOLITION ACTIVITIES. HATCHING SHOWN 0 !0 O—W Z I Z REPRESENTS EROSION CONTROL AND THE APPROXIMATE 0 0 wz'oe F Z (nZiE >- I_ LAJ 0 LIMITS OF THE EXISTING FACITLITIES THAT ARE TO BE <:) Z,04 moo W C.) LL. REMOVED FROM THE SITE PRIOR TO ANY NEW 5 M Z I-- zcr5;0 CONSTRUCTION. U) F- W cr_ < 0 z < < W LL -a1�00 >- < a. M 0 W < 0- IZL LLJ LIMITS OF PROPERTY LLI a: 0 z 2 < 0 C-) Ld 010 Lu OW4) zU V) EXISTING WET PONDS TO BE FILLED. 6 0 Ira 0 I M '4 DEMOLITION NOTES S;., Q: 0) 14�; 21 1. CONTRACTOR WILL LOCATE ALL UTILITIES PRIOR TO DEMOLITION AND COORDINATE WITH to F4 Lu — 00 c,> vn) E OWNER AND ENGINEER AS REQUIRED FOR UTILITY ADJUSTMENTS AND CAPPING. 0 17� 0 0 2. CONTRACTOR SHALL TAKE CARE DURING DEMOLITION TO NOT DAMAGE EXISTING UTILITIES. X 2 u- u- 0 'V > 3. CONTRACTOR SHALL DEMOLISH & REMOVE ALL EXISTING DRIVEWAYS, PAVING & FENCING, j ca: 8 60 9 - i � -z EXISTING IMPROVEMENTS AS TO CONSTRUCT NEW FACILITIES. W as C a 1 > 5. 0 -E co CO .1Z d- C14 4. CONTRACTOR SHALL REMOVE, HAUL, AND DISPOSE ALL DEMOLISHED DEBRIS IN ACCORDANCE 0 WITH APPLICABLE CODES AND REGULATIONS. uj c Q 'r, 5. ALL EXISTING METERS TO HAVE REMOVAL ORDER COMPLETED THROUGH CITY HALL PRIOR To L ANY DEMOLITION. j 6. SEE DETAIL SHEET FOR EROSION CONTROL DETAILS M O !2 ffx, M S H E E T N 0 am A PROXIMATE LINE O� RIGHT—OF—WAY EXISTING REUSE WATER LINE TO:BE LOCATED 'THE FIELD 12" CAM V;1 (10 Ni C . I VI OAK Ir C:. Mi-I i?Zj 13" OAK road easement 200 FT. OF EXISTING WATER LINE TO BE REMOVE Existing 15' waterline easement EXISTING 8' ' P J$AN SEWER EXISTING Sit ITARY MANHbLE Exist. 5' Landscape easement I ' I' + + 41 4 p. yg + W 4. li I i ��. WHITE 5IKIPE FIRE HYDRANT MITE STRIPE LXjrL_Z T,,tgt GUTTER o" Aj", WHITE STRIPE — — — — — — - — — — — — — — — — -- ...... ....... ....... ....... ...... 414 — — — — — — - F C.051. C, �tv — — — — — — — — — — --- — — ------ ------- ------- ------ ------- --- CONC MEDIAN WHITE STRIPE 41 -A OF PAVEMEIlT 4 4 - '****,: - --4�f* 5 — — — — — --4± — — — — - --- ------ ------ 4:� . ...... ....... ... ...... ....... * ..... ..... .. ..... — — — — — — — — — — — . . ... ....... ............. ....... ....... ....... ....... ...... ... ... ....... .... 2' CURB &- GUTTER 0 40 80' SCALE: 1 40' —0 0 Lb 0 M M < <1 0 0� z UJI CD < ry 0 0- C) :2 0 Z 3: 3 < 0 O:C'4 Pf 0 W < rn c3 1 1 IZZ 00 < ul LO En DEMOLITION LEGEND 0Z71 W� )-C-4 0 a. 21" ZO W 0 EXISTING STRUCTURES TO BE REMOVED PRIOR TO 0 v- 'd z Z z .50 W0 I=' CONSTRUCTION. CONTRACTOR TO COORDINATE WITH OWNER U4 6w2B a - FOR DEMOLITION ACTIVITIES. HATCHING SHOWN 0 !0 O—W Z I Z REPRESENTS EROSION CONTROL AND THE APPROXIMATE 0 0 wz'oe F Z (nZiE >- I_ LAJ 0 LIMITS OF THE EXISTING FACITLITIES THAT ARE TO BE <:) Z,04 moo W C.) LL. REMOVED FROM THE SITE PRIOR TO ANY NEW 5 M Z I-- zcr5;0 CONSTRUCTION. U) F- W cr_ < 0 z < < W LL -a1�00 >- < a. M 0 W < 0- IZL LLJ LIMITS OF PROPERTY LLI a: 0 z 2 < 0 C-) Ld 010 Lu OW4) zU V) EXISTING WET PONDS TO BE FILLED. 6 0 Ira 0 I M '4 DEMOLITION NOTES S;., Q: 0) 14�; 21 1. CONTRACTOR WILL LOCATE ALL UTILITIES PRIOR TO DEMOLITION AND COORDINATE WITH to F4 Lu — 00 c,> vn) E OWNER AND ENGINEER AS REQUIRED FOR UTILITY ADJUSTMENTS AND CAPPING. 0 17� 0 0 2. CONTRACTOR SHALL TAKE CARE DURING DEMOLITION TO NOT DAMAGE EXISTING UTILITIES. X 2 u- u- 0 'V > 3. CONTRACTOR SHALL DEMOLISH & REMOVE ALL EXISTING DRIVEWAYS, PAVING & FENCING, j ca: 8 60 9 - i � -z EXISTING IMPROVEMENTS AS TO CONSTRUCT NEW FACILITIES. W as C a 1 > 5. 0 -E co CO .1Z d- C14 4. CONTRACTOR SHALL REMOVE, HAUL, AND DISPOSE ALL DEMOLISHED DEBRIS IN ACCORDANCE 0 WITH APPLICABLE CODES AND REGULATIONS. uj c Q 'r, 5. ALL EXISTING METERS TO HAVE REMOVAL ORDER COMPLETED THROUGH CITY HALL PRIOR To L ANY DEMOLITION. j 6. SEE DETAIL SHEET FOR EROSION CONTROL DETAILS M O !2 ffx, M S H E E T N 0 am 13" OAK road easement 200 FT. OF EXISTING WATER LINE TO BE REMOVE Existing 15' waterline easement EXISTING 8' ' P J$AN SEWER EXISTING Sit ITARY MANHbLE Exist. 5' Landscape easement I ' I' + + 41 4 p. yg + W 4. li I i ��. WHITE 5IKIPE FIRE HYDRANT MITE STRIPE LXjrL_Z T,,tgt GUTTER o" Aj", WHITE STRIPE — — — — — — - — — — — — — — — — -- ...... ....... ....... ....... ...... 414 — — — — — — - F C.051. C, �tv — — — — — — — — — — --- — — ------ ------- ------- ------ ------- --- CONC MEDIAN WHITE STRIPE 41 -A OF PAVEMEIlT 4 4 - '****,: - --4�f* 5 — — — — — --4± — — — — - --- ------ ------ 4:� . ...... ....... ... ...... ....... * ..... ..... .. ..... — — — — — — — — — — — . . ... ....... ............. ....... ....... ....... ....... ...... ... ... ....... .... 2' CURB &- GUTTER 0 40 80' SCALE: 1 40' —0 0 Lb 0 M M < <1 0 0� z UJI CD < ry 0 0- C) :2 0 Z 3: 3 < 0 O:C'4 Pf 0 W < rn c3 1 1 IZZ 00 < ul LO En DEMOLITION LEGEND 0Z71 W� )-C-4 0 a. 21" ZO W 0 EXISTING STRUCTURES TO BE REMOVED PRIOR TO 0 v- 'd z Z z .50 W0 I=' CONSTRUCTION. CONTRACTOR TO COORDINATE WITH OWNER U4 6w2B a - FOR DEMOLITION ACTIVITIES. HATCHING SHOWN 0 !0 O—W Z I Z REPRESENTS EROSION CONTROL AND THE APPROXIMATE 0 0 wz'oe F Z (nZiE >- I_ LAJ 0 LIMITS OF THE EXISTING FACITLITIES THAT ARE TO BE <:) Z,04 moo W C.) LL. REMOVED FROM THE SITE PRIOR TO ANY NEW 5 M Z I-- zcr5;0 CONSTRUCTION. U) F- W cr_ < 0 z < < W LL -a1�00 >- < a. M 0 W < 0- IZL LLJ LIMITS OF PROPERTY LLI a: 0 z 2 < 0 C-) Ld 010 Lu OW4) zU V) EXISTING WET PONDS TO BE FILLED. 6 0 Ira 0 I M '4 DEMOLITION NOTES S;., Q: 0) 14�; 21 1. CONTRACTOR WILL LOCATE ALL UTILITIES PRIOR TO DEMOLITION AND COORDINATE WITH to F4 Lu — 00 c,> vn) E OWNER AND ENGINEER AS REQUIRED FOR UTILITY ADJUSTMENTS AND CAPPING. 0 17� 0 0 2. CONTRACTOR SHALL TAKE CARE DURING DEMOLITION TO NOT DAMAGE EXISTING UTILITIES. X 2 u- u- 0 'V > 3. CONTRACTOR SHALL DEMOLISH & REMOVE ALL EXISTING DRIVEWAYS, PAVING & FENCING, j ca: 8 60 9 - i � -z EXISTING IMPROVEMENTS AS TO CONSTRUCT NEW FACILITIES. W as C a 1 > 5. 0 -E co CO .1Z d- C14 4. CONTRACTOR SHALL REMOVE, HAUL, AND DISPOSE ALL DEMOLISHED DEBRIS IN ACCORDANCE 0 WITH APPLICABLE CODES AND REGULATIONS. uj c Q 'r, 5. ALL EXISTING METERS TO HAVE REMOVAL ORDER COMPLETED THROUGH CITY HALL PRIOR To L ANY DEMOLITION. j 6. SEE DETAIL SHEET FOR EROSION CONTROL DETAILS M O !2 ffx, M S H E E T N 0 am WHITE 5IKIPE FIRE HYDRANT MITE STRIPE LXjrL_Z T,,tgt GUTTER o" Aj", WHITE STRIPE — — — — — — - — — — — — — — — — -- ...... ....... ....... ....... ...... 414 — — — — — — - F C.051. C, �tv — — — — — — — — — — --- — — ------ ------- ------- ------ ------- --- CONC MEDIAN WHITE STRIPE 41 -A OF PAVEMEIlT 4 4 - '****,: - --4�f* 5 — — — — — --4± — — — — - --- ------ ------ 4:� . ...... ....... ... ...... ....... * ..... ..... .. ..... — — — — — — — — — — — . . ... ....... ............. ....... ....... ....... ....... ...... ... ... ....... .... 2' CURB &- GUTTER 0 40 80' SCALE: 1 40' —0 0 Lb 0 M M < <1 0 0� z UJI CD < ry 0 0- C) :2 0 Z 3: 3 < 0 O:C'4 Pf 0 W < rn c3 1 1 IZZ 00 < ul LO En DEMOLITION LEGEND 0Z71 W� )-C-4 0 a. 21" ZO W 0 EXISTING STRUCTURES TO BE REMOVED PRIOR TO 0 v- 'd z Z z .50 W0 I=' CONSTRUCTION. CONTRACTOR TO COORDINATE WITH OWNER U4 6w2B a - FOR DEMOLITION ACTIVITIES. HATCHING SHOWN 0 !0 O—W Z I Z REPRESENTS EROSION CONTROL AND THE APPROXIMATE 0 0 wz'oe F Z (nZiE >- I_ LAJ 0 LIMITS OF THE EXISTING FACITLITIES THAT ARE TO BE <:) Z,04 moo W C.) LL. REMOVED FROM THE SITE PRIOR TO ANY NEW 5 M Z I-- zcr5;0 CONSTRUCTION. U) F- W cr_ < 0 z < < W LL -a1�00 >- < a. M 0 W < 0- IZL LLJ LIMITS OF PROPERTY LLI a: 0 z 2 < 0 C-) Ld 010 Lu OW4) zU V) EXISTING WET PONDS TO BE FILLED. 6 0 Ira 0 I M '4 DEMOLITION NOTES S;., Q: 0) 14�; 21 1. CONTRACTOR WILL LOCATE ALL UTILITIES PRIOR TO DEMOLITION AND COORDINATE WITH to F4 Lu — 00 c,> vn) E OWNER AND ENGINEER AS REQUIRED FOR UTILITY ADJUSTMENTS AND CAPPING. 0 17� 0 0 2. CONTRACTOR SHALL TAKE CARE DURING DEMOLITION TO NOT DAMAGE EXISTING UTILITIES. X 2 u- u- 0 'V > 3. CONTRACTOR SHALL DEMOLISH & REMOVE ALL EXISTING DRIVEWAYS, PAVING & FENCING, j ca: 8 60 9 - i � -z EXISTING IMPROVEMENTS AS TO CONSTRUCT NEW FACILITIES. W as C a 1 > 5. 0 -E co CO .1Z d- C14 4. CONTRACTOR SHALL REMOVE, HAUL, AND DISPOSE ALL DEMOLISHED DEBRIS IN ACCORDANCE 0 WITH APPLICABLE CODES AND REGULATIONS. uj c Q 'r, 5. ALL EXISTING METERS TO HAVE REMOVAL ORDER COMPLETED THROUGH CITY HALL PRIOR To L ANY DEMOLITION. j 6. SEE DETAIL SHEET FOR EROSION CONTROL DETAILS M O !2 ffx, M S H E E T N 0 am 0 40 80' SCALE: 1 40' —0 0 Lb 0 M M < <1 0 0� z UJI CD < ry 0 0- C) :2 0 Z 3: 3 < 0 O:C'4 Pf 0 W < rn c3 1 1 IZZ 00 < ul LO En DEMOLITION LEGEND 0Z71 W� )-C-4 0 a. 21" ZO W 0 EXISTING STRUCTURES TO BE REMOVED PRIOR TO 0 v- 'd z Z z .50 W0 I=' CONSTRUCTION. CONTRACTOR TO COORDINATE WITH OWNER U4 6w2B a - FOR DEMOLITION ACTIVITIES. HATCHING SHOWN 0 !0 O—W Z I Z REPRESENTS EROSION CONTROL AND THE APPROXIMATE 0 0 wz'oe F Z (nZiE >- I_ LAJ 0 LIMITS OF THE EXISTING FACITLITIES THAT ARE TO BE <:) Z,04 moo W C.) LL. REMOVED FROM THE SITE PRIOR TO ANY NEW 5 M Z I-- zcr5;0 CONSTRUCTION. U) F- W cr_ < 0 z < < W LL -a1�00 >- < a. M 0 W < 0- IZL LLJ LIMITS OF PROPERTY LLI a: 0 z 2 < 0 C-) Ld 010 Lu OW4) zU V) EXISTING WET PONDS TO BE FILLED. 6 0 Ira 0 I M '4 DEMOLITION NOTES S;., Q: 0) 14�; 21 1. CONTRACTOR WILL LOCATE ALL UTILITIES PRIOR TO DEMOLITION AND COORDINATE WITH to F4 Lu — 00 c,> vn) E OWNER AND ENGINEER AS REQUIRED FOR UTILITY ADJUSTMENTS AND CAPPING. 0 17� 0 0 2. CONTRACTOR SHALL TAKE CARE DURING DEMOLITION TO NOT DAMAGE EXISTING UTILITIES. X 2 u- u- 0 'V > 3. CONTRACTOR SHALL DEMOLISH & REMOVE ALL EXISTING DRIVEWAYS, PAVING & FENCING, j ca: 8 60 9 - i � -z EXISTING IMPROVEMENTS AS TO CONSTRUCT NEW FACILITIES. W as C a 1 > 5. 0 -E co CO .1Z d- C14 4. CONTRACTOR SHALL REMOVE, HAUL, AND DISPOSE ALL DEMOLISHED DEBRIS IN ACCORDANCE 0 WITH APPLICABLE CODES AND REGULATIONS. uj c Q 'r, 5. ALL EXISTING METERS TO HAVE REMOVAL ORDER COMPLETED THROUGH CITY HALL PRIOR To L ANY DEMOLITION. j 6. SEE DETAIL SHEET FOR EROSION CONTROL DETAILS M O !2 ffx, M S H E E T N 0 am IZZ 00 < ul LO En DEMOLITION LEGEND 0Z71 W� )-C-4 0 a. 21" ZO W 0 EXISTING STRUCTURES TO BE REMOVED PRIOR TO 0 v- 'd z Z z .50 W0 I=' CONSTRUCTION. CONTRACTOR TO COORDINATE WITH OWNER U4 6w2B a - FOR DEMOLITION ACTIVITIES. HATCHING SHOWN 0 !0 O—W Z I Z REPRESENTS EROSION CONTROL AND THE APPROXIMATE 0 0 wz'oe F Z (nZiE >- I_ LAJ 0 LIMITS OF THE EXISTING FACITLITIES THAT ARE TO BE <:) Z,04 moo W C.) LL. REMOVED FROM THE SITE PRIOR TO ANY NEW 5 M Z I-- zcr5;0 CONSTRUCTION. U) F- W cr_ < 0 z < < W LL -a1�00 >- < a. M 0 W < 0- IZL LLJ LIMITS OF PROPERTY LLI a: 0 z 2 < 0 C-) Ld 010 Lu OW4) zU V) EXISTING WET PONDS TO BE FILLED. 6 0 Ira 0 I M '4 DEMOLITION NOTES S;., Q: 0) 14�; 21 1. CONTRACTOR WILL LOCATE ALL UTILITIES PRIOR TO DEMOLITION AND COORDINATE WITH to F4 Lu — 00 c,> vn) E OWNER AND ENGINEER AS REQUIRED FOR UTILITY ADJUSTMENTS AND CAPPING. 0 17� 0 0 2. CONTRACTOR SHALL TAKE CARE DURING DEMOLITION TO NOT DAMAGE EXISTING UTILITIES. X 2 u- u- 0 'V > 3. CONTRACTOR SHALL DEMOLISH & REMOVE ALL EXISTING DRIVEWAYS, PAVING & FENCING, j ca: 8 60 9 - i � -z EXISTING IMPROVEMENTS AS TO CONSTRUCT NEW FACILITIES. W as C a 1 > 5. 0 -E co CO .1Z d- C14 4. CONTRACTOR SHALL REMOVE, HAUL, AND DISPOSE ALL DEMOLISHED DEBRIS IN ACCORDANCE 0 WITH APPLICABLE CODES AND REGULATIONS. uj c Q 'r, 5. ALL EXISTING METERS TO HAVE REMOVAL ORDER COMPLETED THROUGH CITY HALL PRIOR To L ANY DEMOLITION. j 6. SEE DETAIL SHEET FOR EROSION CONTROL DETAILS M O !2 ffx, M S H E E T N 0 am EXISTING WET PONDS TO BE FILLED. 6 0 Ira 0 I M '4 DEMOLITION NOTES S;., Q: 0) 14�; 21 1. CONTRACTOR WILL LOCATE ALL UTILITIES PRIOR TO DEMOLITION AND COORDINATE WITH to F4 Lu — 00 c,> vn) E OWNER AND ENGINEER AS REQUIRED FOR UTILITY ADJUSTMENTS AND CAPPING. 0 17� 0 0 2. CONTRACTOR SHALL TAKE CARE DURING DEMOLITION TO NOT DAMAGE EXISTING UTILITIES. X 2 u- u- 0 'V > 3. CONTRACTOR SHALL DEMOLISH & REMOVE ALL EXISTING DRIVEWAYS, PAVING & FENCING, j ca: 8 60 9 - i � -z EXISTING IMPROVEMENTS AS TO CONSTRUCT NEW FACILITIES. W as C a 1 > 5. 0 -E co CO .1Z d- C14 4. CONTRACTOR SHALL REMOVE, HAUL, AND DISPOSE ALL DEMOLISHED DEBRIS IN ACCORDANCE 0 WITH APPLICABLE CODES AND REGULATIONS. uj c Q 'r, 5. ALL EXISTING METERS TO HAVE REMOVAL ORDER COMPLETED THROUGH CITY HALL PRIOR To L ANY DEMOLITION. j 6. SEE DETAIL SHEET FOR EROSION CONTROL DETAILS M O !2 ffx, M S H E E T N 0 am SEE NORTH SHEETS _--............. ....... ....... ...... ....... ....... ...--........_.._._...._... ....... ....... ....... ....... ...... ....... ....... ...... ....... ....... ....... COP-4.; MEDIAN w WHITE STRIPE — END OF 42" DECORATIVE ALUMINUM FENCE, BEGINNING OF 42" HIGH CHAIN LINK FENCE WITH BLACK V[NyL•" GATING PROPOSED WALL TO BE CONSTRUCTED 6' IN HEIGHT FROM HIGHEST GRADE ON EITHER SIDE OF WALL 0' 30, —60, SCALE: 1 " = 30' SITE LEGEND (� HANDICAP PARKING NP 50' BUILDING SETBACK ® PROPOSED DRAINAGE INLET HC PROPOSED CURB 10 —••• •••— SITE BOUNDARY LINE SSW CENTER LINE OF ROAD RV RIGHT—OF—WAY LF 10' LANDSCAPE BUFFER — — — — — — EXISTING EDGE OF PAVEMENT SF PROPOSED CONCRETE PAVEMENT SB PR OPOSED SED ASPH ALT PAVE MENT T WFAPME LEASE LINE PHASE LINE --,,,,_BEGINNING OF 42" DECORATIVE ALUMINUM FENCE r::x >r. ' CURT & GUTTER — — _.............._.. __.............._ . _... _........._ ...........................---....................._...........................................r,.._—T— ...................._....._ ............ .1 ........ r rr.r — — 80' RIGHT OF WAY SIGN LEGEND TYPICAL HANDICAP 10 PARKING SPACES SIDEWALK 5' RADIUS LINEAR FEET SQUARE FEET STOP BAR NO TEXT OR SYMBOL SIZE R1-1 STOP 30"x30" R3-1 NO RIGHT TURN 24"x24" R3-7 LEFT LANE MUST TURN LEFT 30"x3O" R5-1 DO NOT ENTER 30"x30" R6-1 ONE WAY 36"x12" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STRIPING NOTES 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. LOADING ZONE SHALL BE MARKED WITH 12" WHITE STRIPES AT 5' CENTERS ON A 45' ANGLE. 4. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE. PROPOSED CONSTRUCTION NOTES: 1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE DEPARTMENT RIGHT—OF—WAY SHALL BE PERFORMED TO THE LATEST APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. 5. THE DEVELOPER SHALL REPLACE THE EXISTING ASPHALT SIDEWALK LOCATED ALONG MOORE ROAD WITH NEW 6' WIDE CONCRETE SIDEWALK. CROSSWALK NOTE 1. TYPICAL CROSSWALK MATERIAL SHALL BE THERMOPLASTIC STYLE PAINT STRIPING. STRIPING SHALL BE SPACED PER FDOT INDEX #17346. 0 Of 0 U z w W 0 0 o Z 0C)c 0 z � a V) CLa_W w 0 0 a 0 w w 0 z OU wwu' w ❑ 0o N H Z d- c� � Q �- c'4 0 ❑ w w>— w— 0 z w (D Z ~ W 0) � O Q � 0 � II mmQcr- Mr) I o a ¢^ zC) Q 0 C'4El u V w 0 rc P. x 0— 0 >- fY Z O ! a 0 r p W`:' cc tn �.c Ni0Mir, Z 0-G � `w z U 0. cj- .. ww Z _Z a_eo J ll.i mzz �'•� pU ! a_w wN Z3wo�• �O '`. c�al� i- wo Q�zo �Z. ��to< w= O Z� i Q= Q Q LL a.C3 J w *m z 0 w wood 0 0 w V) iKOML® Z cn Q _p J LL. L.L W LAJ O V O � 1�. U. � Q LLJ � � a V � � CD p � Z O� ui � •t O W Z p •Q CC Lu J W ~ Q s H E E T N 0 MORN ...... ..... ...... HC RAMP (TYP. ) -CONNECT TO EX. CURB 10' LANDSSC BUFFER -- ... ....... ....... <:=i TYPICAL 10'x10' .-- D ; .......:.:.. .......... ..:::.:...... ......:...: 0=0UTILITY EASEMENT ......... ...:Lr : , SITE LEGEND ,, .... ......... _. B . . HANDICAP PARKING TYP TYPICAL ATE ` A I BEGINNING OF 42" HIGH ® PROPOSED DRAINAGE INLET HC HANDICAP i E CHAIN LINK FENCE NTH $ 2-10 x10 [ BLACK VINYL COATING m o TRASH ENCLOSURE I PROPOSED CURB 10 10 PARKING SPACES a SITE BOUNDARY LINE SIDEWALK � I Exist. 5' Landscape easement W ,► N - CENTER LINE OF ROAD R5' 5' RADIUS I; »..... RIGHT-OF-WAY OF WAY LF LINEAR FEET C SIGN (TYP.) I I I 50' BUILDING SETBACK . ------ b LEASE SITE "B" I EXISTING EDGE OF PAVEMENT SF SQUARE DARE FEET I I Q 110 LANDSCAPE BUFFER PROPOSED CONCRETE PAVEMENT SB STOP BAR SEE CROSSWALK ;,,. c NOTE #1 PROPOSED ASPHALT PAVEMENT I [1111 N .HC RAMP f.t��'!F���'� LEASE LINE O i /r t 1 � N PHASE LINE W/WALL AROUND THE FLUSH WITH PAVEMENT I I ! WHOLE POND SIGN LEGEND sttRu' I I POND SIZE: E DRIVEiRIEY r 31 0 31 I I TOP: .6264 AC NO TEXT OR SYMBOL SIZE ' , N I BOTTOM: .6264 AC xii:N R1 TOTAL: 1-1 STOP 30 x30„ .88 AF R3-1 NO RIGHT TURN 24 x24„ „I R3-7 LEFT LANE MUST TURN LEFT 30"x30" o I R5-1 DO NOT ENTER 30"x30" t8' N GENERAL I ( I R6-1 ONE WAY 36"x12" ' m I I ! ALL SIGNS SHALL CONFORM TO THE MANUAL ON �. o BUSINESS I UNIFORM TRAFFIC CONTROL DEVICES. SEE SOUTH SHEETS END OF 42" DECORATIVE ALUMINUM FENCE, BEGINNING OF 42" HIGH CHAIN LINK FENCE WITH BLACK M"YLVC TING PROPOSED WALL TO BE CONSTRUCTED 6' IN HEIGHT FROM HIGHEST GRADE ON EITHER SIDE OF WALL 50' BUILDING SETBACK STRIPING NOTES 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. LOADING ZONE SHALL BE MARKED WITH 12" WHITE STRIPES AT 5' CENTERS ON A 45' ANGLE. 4. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE. PROPOSED CONSTRUCTION NOTES: 1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE DEPARTMENT RIGHT-OF-WAY SHALL BE PERFORMED TO THE LATEST APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. CROSSWALK NOTE 1. TYPICAL CROSSWALK MATERIAL SHALL BE THERMOPLASTIC STYLE PAINT STRIPING. STRIPING SHALL BE SPACED PER FDOT INDEX #17346. O r z CK w El 20 m o Z 00 3' n- F V U n w N CL � N 0 0 z Li 5- U W> w ❑ o' J O z_ Q LL. o El wW>-w-ozw O z W a, Ln O ¢ Lo O ►Ormzm O w RII moMo M o a t~ < � 0 0 QN n o a. �� �0 MZ 02 m ;� ate. ) _1 Ua. WZ '� I'4%�Z- LA WZZ m _ a�-, X Q zz c�a8Zo m p�p� N CT� En a LL_ aWa(L Z woOvC3C >m 113 W H � o z U tN V) V y �W M Lu w o W o �M-t o v X c> O y � L v v v o� O L LL O .Z o o a �..� yy a c oL �=�3 W yr 0) -Az v 3 oo > O N W cQ o J �a O \ w Z WW W. Z y CL Z W c Oc VMRQ o Q O u. -1 LL.OR = �— W V V � Q � LJL H a V GC �- t� 0 � GG j-- Z > W W �= o O ui I.. = (D Z Q � W JLAJ � _ a U) _� CD Q S H E E T N 0 SEE NORTH SHEETS PI (TYP >: NT* -PH. SiDPWALK N ... L . . ..... ... 4o . ...... . ..... . . .... .. + . o II ._-,,:G.-is.z.-:s <o mmwg. momma. .... ...... ...... ....... ...... ....... ....... ....... ....... ....... ....... ...... N, -'s = : ,-- , EXIS'". CURB, )"I" E*R - - - - - - - - - - .... ...... + -- - - - - - - - - + . . ...... ....... ...... ....... ....... ....... ....... ...... ....... ....... ...... - - - - - - - - - - - - - q lb E D G E 01 F P A 'VDVIE N T RAMP 'C:URT GUTIT,r*., STAKED SILT + + ....... ...... ....... ...... ; .................. ..... . SCREEN (TYP.) le •cp N+ 19, . . . . ... ....... ....... ....... ....... ...... ....... ....... ...... ....... ....... ..... ...... ....... ...... ---------- +6ev ..... ....... --Qr . . ....... ...... ....... ....... ...... ....... -+l�: .... ....... ....... ....... C, ..... ....... ........ ..) IAN 4� dK +;� CON-C, MED - - --- ------- --- +' 4 .... ....... ...... ....... ....... ...... - - - - I - - - - - ----- ------- ti• 4�! - - - - - - - - - - - - - - - - - - - - - - - - - - - C.-ONC !"�EDIA.rl` + . . .... N+"\ fo Nro d, tD '1 a 1p N� (IF PAW.Mr.-:101 N -+- - -.---+ .. ....... ...... ....... ....... ....... ....... ...... ....... ....... . . .... ...... - .... ....... ....... ....... ...... -4� - - - - - - - - - -- - - - - - ---- 4- ...... ....... ....... ....... ....... - - - - - - - - ... ....... ....... ....... ............ ....... ...... ....... ....... ...... ....... ..... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . ... ...... ....... . . . . . ... ....... ...... ....... ....... ...... ...... 2' CU. GUTIER .\3 Alowliflel r,L-- 111[''IlIll, T"Arl 80' RIGHT OF WAY - - - - - - - - - - - - - 4 10, 19010 1 Im 3 SECTION A -A 3 Im F.F.E.= 132.30 GRADING LEGEND N EL ELEVATION of 30' 60, EX EXISTING SCALE: 1 30' TYP TYPICAL CO CLEANOUT INV INVERT ELEVATION MEG MATCH EXISTING GRADE FFE FINISH FLOOR ELEVATION S/W SIDEWALK X49.58 EXISTING GRADE ELEVATION ,-491 PROPOSED GRADE ELEVATION 10 DRAINAGE INLET MITERED END SECTION PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION DRAINAGE STORMWATER FLOW DIRECTION SD STORM DRAIN STORM SEWER STRUCTURE NUMBER EROSION CONTROL CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT DRAINAGE STRUCTURES FDOT MITERED END SECTION W/SUMP INVERT ELEVATION = 127.00 FDOT TYPE "F" INLET W/ ALTERNATE B 5' x 5' "J" BOTTOM GRATE ELEVATION = 130.57 N. INVERT ELEVATION = 123.50 E. INVERT ELEVATION = 123.50 SW. INVERT ELEVATION = 123.50 FDOT TYPE "C" INLET RIM ELEVATION = 130.73 NE. INVERT ELEVATION = 127.00 0 FDOT TYPE "F" INLET W/ ALTERNATE B 30-6pt x 5' "J" BOTTOM GRATE ELEVATION = 130.58 W. INVERT ELEVATION = 123.00 E. INVERT ELEVATION 123.00 FDOT TYPE "F" INLET W/ ALTERNATE B 3'-6" x 8' "J" BOTTOM GRATE ELEVATION = 131.03 W. INVERT ELEVATION = 122.50 S. INVERT ELEVATION = 122.50 NE. INVERT ELEVATION = 122.50 FDOT MITERED END SECTION INVERT ELEVATION = 122.00 FDOT TYPE "C" INLET GRATE ELEVATION = 130.70 N. INVERT ELEVATION = 126.00 W. INVERT ELEVATION = 126.00 FDOT TYPE "C" INLET GRATE ELEVATION = 131.18 SW. INVERT ELEVATION = 126,00 SE. INVERT ELEVATION = 126.00 FDOT TYPE "C" INLET RIM ELEVATION = 130.56 N.E. INVERT ELEVATION = 127.50 FDOT MITERED END SECTION INVERT ELEVATION = 125.00 FDOT MITERED END SECTION INVERT ELEVATION = 125.00 FDOT MITERED END SECTION W/SUMP INVERT ELEVATION = 127.00 FDOT TYPE "D" INLET GRATE ELEVATION = 131.40 NW. INVERT ELEVATION = 127.00 SW. INVERT ELEVATION = 127.00 FDOT MANHOLE RIM ELEVATION = 131.57 NE. INVERT ELEVATION = 127.00 W. INVERT ELEVATION = 125.26 room - M M M M 0 0 cr- 0 V) V) z z z LLJ w m m 00 m m 0 C) Z QUO 0 Z 2 F- 0 C) 3: % IL R P 0 It V) C-) Z) (L w 0- w LLj V) UJ w F- a- 0 (n V) V) 0 ui z 0 V) C) LLI Ld Of 15.- Gi w D < Lo 0 0 1 uj z N0 IF] xw>-M- zo 0 Z F- F- � 0) Lr) 0 LLJ Lb 0 m IIm z ry 0 I T- x Lli (n < o zrwmmi�n 0 j -lQ_ w of o- f) a L)-- < 02 ow !2 0 w EN z FL 0 0 'MX'IMO 70- 0 (L -3i wzz i4h w w Z z uj m d Z a zL, Lwl rd a- 0 Fe z 3 R w 0 Z 74- IV-zo >- < w .0 (nwoF- v) in zw 0 0 04 cn F- zw I,- cn �ioo zw u- cr- M5;0 z D < < < 0 W<a. 0 m 0 UJ wm 0 (n 25 2 w ou < �-w 00 w :D V) Emu-® z 0 - 2 Q) O R 'o - N Ljj 00 J)' cq) E 0 o u- cr- 0 0 > 1% 'Ill (3 oc Lor) o Lu q) % Q 0 1 3> -c co 004 04 uj 0, r- 0 F- .j .................... CL C= O O s H E E T N 0 cc O C> cl) LjL U. z LLF LU C> Q p uj I.L. (D LU z :mom �- a C> cc oc (D mob = 2!! O LLJ 2M WCL > � a 0. I a_ ^�g� g i N 6 O :I CB + T0P=128.37 N.INV.=123.37 �o S.W.INV.=123.37 .1�g� ,_...OF :-A':- I <t +_ +1�0 o'ti o,§5 SUM (TYP : i- Q :: yo• yo• s 4�,�' WALL. I I < += . STAKED SILT - SCREEN (TYP.) I Ig 4 (MAX.) PARKING ��s 1 h SEE SOUTH SHEETS o co I... ..... ..... ..... .... .... .......................................................................................................................................................................................................... . i` i ....+ ........ . _....... S 01 ^�K h1 6' HIGH WALL 10, 10, 42" HIGH FENCE 5' HIGH VESA-LOK WALL PARKING '` (SEE DETAIL SHEET 12) _-_-- V NWL=127_00 1 \ 117.00 /�1 SECTION C-C 4 1 tK° CB TOP. 129.36 Nr�1NV.=124.77 + 0 ti`ig�6 ��g^3 3' HIGH NON -REINFORCED VESA-LOK WALL (TYP) -STAKED SILT SCREEN (TYP.) �x �D Ig. +�,Lg +� 4 iJNW.A* F FE*20 h6 �bl\ N`ig� On35 +� 41 ryg. N��' h� , t�6 A��, o� �� ��00 +�� + +��� + 0 +N 10' PROPOSED 5' S/W EXIST. 24' QRIVE PROPOSED TYPE "D" CURB ■�i i GRADING LEGEND EL ELEVATION EX EXISTING TYP TYPICAL CO CLEANOUT INV INVERT ELEVATION MEG MATCH EXISTING GRADE FFE FINISH FLOOR ELEVATION S/W SIDEWALK X49.58 EXISTING GRADE ELEVATION 252 PROPOSED GRADE ELEVATION ® DRAINAGE INLET MITERED END SECTION -�-�� PROPOSED SWALE STORMWATER FLOW -�-"- EXISTING SWALE STORMWATER FLOW -� SURFACE STORMWATER FLOW DIRECTION �dd DRAINAGE STORMWATER FLOW DIRECTION SD STORM DRAIN D-50 STORM SEWER STRUCTURE NUMBER m-::.3 ---fs3 M EROSION CONTROL CONCRETE PAVEMENT PROPOSED ASPHAL T PAVEMENT DRAINAGE STRUCTURES ED FDOT TYPE "C" INLET GRATE ELEVATION = 130.20 W. INVERT ELEVATION = 127.35 EDFDOT TYPE "C" INLET GRATE ELEVATION = 130.28 E. INVERT ELEVATION = 127.20 W. INVERT ELEVATION = 127.20 EDFDOT MITERED END SECTION W/SUMP INVERT ELEVATION = 127.00 EDFDOT MITERED END SECTION W/SUMP INVERT ELEVATION = 127.00 FDOT TYPE "F" INLET D-5 W/ ALTERNATE B 5' x 5' "J" BOTTOM GRATE ELEVATION = 130.46 W. INVERT ELEVATION = 126.10 S. INVERT ELEVATION = 126.10 E. INVERT ELEVATION = 126.10 D-6 FDOT MITERED END SECTION INVERT ELEVATION = 127.00 D-7 FDOT TYPE "F" INLET W/ ALTERNATE B 5' x 5' "J" BOTTOM GRATE ELEVATION = 130.28 W. INVERT ELEVATION = 124.00 S. INVERT ELEVATION = 124.00 D-8 FDOT TYPE "F" INLET W/ ALTERNATE B 5' x 5' "J" BOTTOM GRATE ELEVATION = 130.57 N. INVERT ELEVATION = 123.50 E. INVERT ELEVATION = 123.50 SW. INVERT ELEVATION = 12.50 D-10 FDOT TYPE "F" INLET W/ ALTERNATE B 3'-6" x 5' "J" BOTTOM GRATE ELEVATION = 130.58 W. INVERT ELEVATION = 123.00 E. INVERT ELEVATION = 123.00 D-11 FDOT TYPE "C" INLET W/ ALTERNATE B 3'-6" x 8' "J" BOTTOM GRATE ELEVATION = 131.03 W. INVERT ELEVATION = 122.50 S. INVERT ELEVATION = 122.50 NE. INVERT ELEVATION = 122.50 FDOT MITERED END SECTION D-12 INVERT ELEVATION = 122.00 UJ >- o m p p O U to W� tom- z w� m :2 ❑ m Ov Z 3: a- F N W M W uj n- p fn 0 ui o Z 5V) U W L5 op Z d Q LL- to o p ❑ 0) 00 r- (O d• n N •- O CrW>-N-OZN Z Z W o O m<m o II m'If<< i o a cEl r ¢ O MZ ON cagEi y M Q W" J NIA Z oN z W Z K ,� �• z P Q m: ®�-� BE OF_-Z v Z [50 Q CMZR o�Wa moo - N to 13 Z W= Q �6Q0 O WW [L W >m F p WOOV 0 ~O L3 (n �O�® Z V cn V � c W \ o V w 0 00 N W o NNo E �� U v v X y � vvvv' o �G_ C CL as W x o J \ o 0 C; v W v 3 N � �0 l O C Q O z J �a Z V 4 CL - Q � � \ y Z W � y � W � V � O O 0 IM O _ O Z u. L L. Z W Q LLS J V O a Q Vp W J_ CD L ~ O Q W Z oc cc � DC Z 0 c � Z Z pC Q (� J W CL oC a CL S H E E T N 0 SEE NORTH SHEETS _ —47- --_............................................................................................. €::DrE•.: Of" Pw.Vf:E„�r::?N" _.._--_............... ....... ...... ...... ...... ....... ....... _......................._..............................._ . _....................... - _... - - - ._.._. .............. :2' .: U .... r,. r.'JYI' 7•E' 80' RIGHT OF WAY ........... L :NPLATTLED (15) 1" POTABLE METER AND RPZ METER BY CITY OF OCOEE CONTRACTOR TO SUPPLY RPZ (RPZ TO BE PAINTED BLACK) UTILITY LEGEND EXISTING SIGNAGE 0' 30' 60' LE E SCALE: 1 " = 30' `a" EXISTING UTILITY POLE ---� EXISTING GUY W/ WIRE { 0 EXISTING CHECK VALVE I EXISTING GATE VALVE EXISTING FIRE HYDRANT a EXISTING REDUCER O EXISTING BLOWOFF 1" POTABLE METER AND RPZ EXISTING WATER METER I I METER BY CITY OF OCOEE sM EXISTING SANITARY MANHOLE CONTRACTOR TO SUPPLY RPZ o EXISTING SANITARY CLEANOUT I (RPZ TO BE PAINTED BLACK) - - —wm— - - EXISTING WATER MAIN I - - —san - - - EXISTING SANITARY MAIN - - —ohw -- - - EXISTING OVER HEAD WIRES I - - -gas--- EXISTING GAS LINE { - - - be - - - EXISTING BURIED CABLE ....... .. . SS PROPOSED SANITARY SEWER LINE wM— — —RECLAIM O WL PROPOSED WATER LINE WATER GAS PROPOSED GAS LINE MARKER • PROPOSED CLEANOUT - CO PROPOSED GATE VALVE - GV `. PROPOSED FIRE HYDRANT - FH _ ............. _.._ OP OFBANK ►' PROPOSED REDUCER • PROPOSED BLOWOFF - BO ? ■ PROPOSED WATER METER - WM Existing 15' waterline easement h PROPOSED SANITARY • MANHOLE - MH � ._.. EDGE OF WATER PROPOSED BACKFLOW PREVENTER i S-11 PROPOSED STRUCTURE NUMBER o4ee►4 DOUBLE DETECTOR CHECK VALVE ASSEMBLY - DDCVA WATER, METER AND REDUCED PRESSURE i ZONE ASSEMBLY - RPZ i .TO NOTE TO CONTRACTORS: CONNECT EXISTING $" STUB OUT -, /1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD EXISTING BACKFLOW ; VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND PREVENTER/STUBOUT OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT -... GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE _...... ...WV .'; ;r'� S.'vY':< W - UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE V FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN ON PLANS. 2. IT WILL BE INSTALLED AT THE POINT OF DELIVERY FROM THE WATER SYSTEM. 3. THE INSTALLER OF THE BACKFLOW PREVENTION DEVICES ON THE DOMESTIC WATER AND IRRIGATION SYSTEMS IS RESPONSIBLE FOR TESTING THE DEVICE UPON INSTALLATION, BY A CERTIFIED BACKFLOW TESTER. 4. ALL TEST REPORTS WILL BE GIVEN TO THE CITY OF OCOEE UTILITY DEPARTMENT. 5. ALL CLEANOUTS AND INLETS SHALL BE TRAFFIC BEARING. �:.... 6. THE SANITARY SEWER PIPING WITHIN THE LANDSCAPE AREAS WILL NOT INHIBIT THE LANDSCAPING FROM NORMAL GROWTH. IF LANDSCAPING SHALL DIE DUE TO THE SANITARY SEWER PIPING, THE OWNER SHALL REPLACE AT THEIR OWN EXPENSE. 7. IN ACCORDANCE WITH CODE, ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING. IF PLACED ON THE BUILDING, PAINT THE BUILDING COLOR. AS -BUILT INFORMATION AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER) SANITARY STRUCTURES 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. FDOT MANHOLE 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL S-1 RIM ELEVATION = 131.84 FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). N. INVERT ELEVATION = 127.53 E. INVERT ELEVATION = 127.43 g ) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL S-2 FDOT MANHOLE OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.) RIM ELEVATION = 131.60 W. INVERT ELEVATION = 126.43 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, N. INVERT ELEVATION = 126.33 INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. C) WATER SYSTEM AND FORCEMAINS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. 0 O U v, z w Of F P w w w : M 000 M M z 0 0 o O z 3 D_ p Ir aW W En Ld W I- 0 o a_ 0 U) W toV)W W o z O w w N U o 5.- ❑ z ~ W rn � o 0 Lb 0 m < < 0 ZM �p n i^ ¢ o � 0c-4�J-0 10_ Irc) ❑ W M W a n o a_ MQ O . M > cn CD co En < ,f) UQ. nW�� y (o E � W Z cC C --� W ' 0_IWWWN Ll O-- Z W C7�0ELIt T)X00 ❑ O Z rSwo Naive: mooN �'JW0IL 6- ZI.- (n W = o: ZWSO D ¢ O z3m� a Li W aw<a w �< >m p LLJ W�OV D O w �F50-0 Z v S H E E T N 0 n I Z a J a J long CONDITIONS OF APPROVAL: 1. WATER AND SEWER SERVICE TO BE PROVIDED BY THE CITY OF OCOEE. 2. ALL ONSITE PAVEMENT AND DRAINAGE SYSTEMS WILL BE PRIVATELY OWNED AND MAINTAINED. 3. NO PART OF THIS SITE IS LOCATED WITHIN THE 100 YR. FLOOD LINE. 4. THERE ARE NO CONSERVATION AREAS LOCATED ON THIS SITE AS DEFINED IN THE CITY OF OCOEE COMPREHENSIVE PLAN. 5• FIRE HYDRANTS SHALL BE SPACED A MAXIMUM DISTANCE OF 350' APART WITH A MIN. OF FLOW OF 1000 GPM. 6. WATER SERVICE WILL BE PROVIDED VIA AN EXTENSION OF A 12" WATER MAIN LOCATED ALONG MAGUIRE RD. & THE EXTENSION OF A 12" WATER MAIN LOCATED ALONG MOORE RD. 7. A 6' CONCRETE BLOCK WALL WILL BE CONSTRUCTED BY THE DEVELOPER OF PHASE III IN CONJUNCTION WITH THE DEVELOPMENT OF THAT PROPERTY. THE OWNER OF PHASE III WILL BE RESPONSIBLE MAINTENANCE OF THE WALL. A 5' LANDSCAPE EASEMENT WILL BE GRANTED IN FAVOR OF THE ESPLANADE APARTMENT PROPERTY AT THE TIME OF PLATTING FOR THE MAINTENANCE OF LANDSCAPING BETWEEN THE WALL AND THE ESPLANADE APARTMENT PROPERTY LINE. 8. STORM WATER RETENTION AREAS HAVE BEEN DESIGNED TO ACCOMMODATE STROMWATER RUN OFF FROM PHASES 2 & 3 OF THE SHOPPING CENTER. THE ENTIRE SYSTEM WILL BE CONSTRUCTED WITH PHASE 2 SHOPPING CENTER OR PHASE 3, WHICH EVER BEGINS CONSTRUCTION FIRST. PROJECT OUTFALL WILL BE CONSTRUCTED WITH THE DEVELOPMENT OF THESE PONDS. DRAINAGE EASEMENTS ACROSS THE APARTMENT LANDS WILL BE PREPARED VIA A SEPARATE INSTRUMENT AND RECORDED AT THE TIME OF PLAT RECORDING FOR PHASES 2&3. CONSTRUCTION PLANS FOR THESE PONDS WILL BE SUBMITTED WITH THE DEVELOPMENT OF PHASE 2. 9• THIS PRELIMINARY LARGE SCALE SITE PLAN IS BASED UPON & REFERENCES THE AMENDED LAND USE PLAN FOR PLANTATION GROVE APPROVED JULY 21, 1998 BY THE ORDINANCE No. 98-14. SUCH AMENDED LAND USE PLAN AND THE CONDITIONS OF APPROVAL SET FORTH THEREON BEING INCORPORATED HERE IN BY REFERENCE AND MADE PART OF THIS PRELIMINARY LARGE SCALE SITE PLAN. 10. THIS PRELIMINARY LARGE SCALE SITE PLAN IS ALSO BASED UPON & REFERENCES THE PLANTATION GROVE - COMMERCIAL SHOPPING CENTER FINAL DEVELOPMENT PLAN/PRELIMINARY SUBDIVISION PLAN APPROVED JULY 21, 1992, AS AMENDED. 11. THE CITY SHALL REQUEST THAT ANYONE WHO SHALL TIE INTO THE WATER MAIN EXTENSION ACROSS MOORE RD. REIMBURSE MAGUIRE ROAD CORP. OR THEIR ASSIGNS FROM THE COSTS OF SAID EXTENSION PLUS THE TIE IN PARTY'S PRO-RATA SHARE OF THE PROPERTY OWNER'S COST OF INSTALLING THE WATER MAIN ALONG MAGUIRE RD. 12. MOORE ROAD IMPROVEMENTS INCLUDING THE EXTENSION OF A 12" WATER MAIN AS SHOWN ON THESE PLANS WILL BE CONSTRUCTED BY THE CITY OF OCOEE AT THE TIME OF FOUR LANING OF MOORE ROAD. COSTS FOR THE DEVELOPER'S SHARE OF IMPROVEMENTS IS $135,031. REIMBURSEMENT TO THE CITY WILL BE PROVIDED BY THE DEVELOPER OF PHASE 3 IN CONJUNCTION WITH THE PAYMENT OF IMPACT FEES FOR THE PHASE 3 SHOPPING CENTER PROPERTY. NO BUILDING PERMITS SHALL BE ISSUED ON THE PHASE 3 SHOPPING CENTER PROPERTY UNTIL THE PAYMENT IS RECEIVED BY THE CITY. 13. MAXIMUM IMPERVIOUS SURFACE AREA FOR THE EACH LOT SHALL BE 70%. 14. ALL VEHICULAR ACCESS TO THE MAGUIRE & MOORE ROADS WILL BE DEDICATED TO THE CITY OF OCOEE EXCEPT AT APPROVED LOCATIONS AS SHOWN ON THE PLANTATION GROVE AMENDED LAND USE PLAN APPROVED JULY 21, 1998, 15. PHASES II & III WILL BE PLATTED SIMULTANEOUSLY AS A SINGLE COMMERCIAL PLAT. 16. STORM WATER PONDS WILL BE OWNED AND MAINTAINED BY THE OWNERS OF LOTS 1 & 2. A DRAINAGE EASEMENT WILL BE PLACED OVER RETENTION AND CONVEYANCE SYSTEMS VIA THE RECORDING OF THE FINAL PLAT AND RE -PLAT OF LOT 2. 17. ACCESS WILL BE PROVIDED THROUGH LOT 1 TO LOT 2 TO ALLOW FLOW THROUGH TRAFFIC BETWEEN THE CURB CUT ON MAGUIRE RD. AND LOT 2. 18. THE CROSS ACCESS DRIVES BETWEEN MOORE ROAD AND THE EXISTING SHOPPING CENTER WILL NOT HAVE PARKING SPACES BACKING OUT ONTO THESE PRIVATE ROADWAYS. 19. THE SHOPPING CENTER IDENTIFICATION SIGN SHALL BE LOCATED WITHIN THE MEDIAN AT THE SOUTHERN ENTRANCE TO THE SHOPPING CENTER, SUBJECT TO OBTAINING PERMISSION FROM THE FEE OWNER. THE DEVELOPER AND THE CITY WILL USE THIER BEST EFFORTS TO OBTAIN SUCH PERMISSION. IF PERMISSION CANNOT BE OBTAINED PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY ON LOTS 1 OR 2, THEN THE SHOPPING CENTER IDENTIFICATION SIGN SHALL BE LOCATED ON LOT 1 AS SHOWN HEREIN. 20. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS, AND RESTRICTIONS OF F.S. CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 21. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 22. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 23. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROAD EXCEPT AT THE APPROVED LOCATIONS. 0 0 w c� [if z Z w Z ❑ w 0 z >_o p= 0 a P= v U U c) Df �w w �w z �0 0 �Q 0 LI w z 21 ff, � I 0� to� T <_w in in7 z a� �` ma z r2 W U tL W 'z WZ gm d pWgwLz N, F [_rZ Jn 0..CO Z3w0 [OY mica, ❑ ¢~zo F-. uNWQ - N V,L420, z�W= w =a¢� 0 0 �s- w a� a w am 0 wWap Z r � wooer o o w W �O�® z 0 24. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE, AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING PRIOR TO THE APPROVAL OF THE FINAL SITE PLAN. Q 25. ALL UTILITIES, INCLUDING EXISTING OVERHEAD WIRES, SHALL BE PLACED UNDERGROUND. �G e O 26. ALL LEGAL INSTRUMENTS ARE SUBJECT TO THE REVIEW AND APPROVAL BY THE CITY PRIOR TO APPROVAL OF THE FINAL SITE .: Q PLAN. V. IJ O 27. STRRMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND THE ST. JOHNS RIVER WATER _ W V MANAGEMENT DISTRICT. O 28. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS Q REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO Q ARE PHYSICALLY CHALLENGED. 29. THIS PROJECT IS SUBJECT TO THAT CERTAIN DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS RECORDED MARCH 17, 1994 IN OFFICIAL RECORDS BOOK 0 4712, PAGE 3644, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, AS AMENDED. L. j > H m 30. LEASE SITES CANNOT BE SOLD TO INDIVIDUAL TENANTS AND WILL REMAIN AS A LEASE FOR THE LIFE OF THE DEVELOPMENT. V Q 31. THE DEVELOPER SHALL REPLACE THE EXISTING ASPHALT SIDEWALK LOCATED ALONG MOORE ROAD WITH NEW 6' WIDE CONCRETE SIDEWALK. 0 32. IN ACCORDANCE WITH CODE, ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND U. PAINTED BLACK AND SCREENED WITH LANDSCAPING. IF PLACED ON THE BUILDING, PAINT THE BUILDING COLOR. Z O 33. ALL SATELLITE DISHES USED BY THE BANK SITES WILL BE SCREENED. IF PLACED ON THE TOP OF THE BUILDINGS, THEY SHOULD BE COMPLETELY SCREENED BY L J PARAPET, OR IF PLACED ON THE GROUND, THEY SHOULD BE SCREENED WITH A MASONRY ENCLOSURE. 34. MONUMENT SIGNS ARE PROHIBITED FOR INDIVIDUAL USE. Q O C Z O 35. OUTSIDE SEATING AREA FOR THE RESTAURANT LEASE SITE WILL BE DETERMINED DURING THE FINAL LARGE SCALE SITE PLAN REVIEW PROCESS Z 0 0 36. HARDSCAPE AND LANDSCAPE DESIGN OF THE PLAZA AREA WILL BE DETERMINED DURING THE FINAL LARGE SCALE SITE PLAN REVIEW PROCESS Q J 0 � Lu Z O V c.� Q s H E E T 10 N 0 PC OR PT OF RADIUS RETURN #4 — REBAR CONTINUOUS SURFACE I M M 0 >_ M 0 3-1 0 STOP @ EACH SIDE OF CJ'S 0 12" 6" Future Curb An W 0 STRUCK JOINT ROUND Gutter Construction & 20' R Or As Shown On Plans I DNA - _*1 BASE F- 0 Uj EDGE OF THRU—LANE--------- PROPOSED SLOPE - F. -77•tj to -1 C 1 —2 2 Exp. Joint SUB—BASE0 z 0 z 0 z ❑ Z CONSTRUCTION PAVEMENT SURFACE 0 af 0 • W Gi to Ir SAW CUT FULL DEPTH 00 L41A: Valley Gutter Curb And Gutter NORMAL HEAVY a- 0 CL 0 Uj I - z OF EXISTING ASPHALT PLAN ASPHALT 1 .5" 2.5"? TYPE S-111 ASPHALTIC CONCRETE (NORMAL) Uj V) Uj V) 0 0 OF RADIUS RETURN MIN. MIN. TYPE S-111 OR S-1 ASPHALTIC CONCRETE (HEAVY) ❑ PC OR PT 6- CONCRETE SIDEWALK 1:1_1 OPP BASE COURSE 8" 1 Opp LIMEROCK BASE COMPACTED TO 95% MODIFIED NEW SURFACE NEW BASE WITH 6x6 W1.4xW1.4 ile 77 Std. PROCTOR MAX DENSITY PER AASHTO T-180, LBR 100. 6p) BASE COURSE 8" 300 PSI SOIL CEMENT BASE COMPACTED TO 95% MODIFIED < z ILL_ LO 0 I 't I 0 N 1 W I- < EDGE OF EXIST PAVEMENT INTEGRAL CURB & SIDEWALK IT) N 0 1211 (0 6 Min! PROCTOR MAX DENSITY PER AASHTO-558, LBR 100. E] 0) co 0 It t7 C4 . 0 SAW CUT FULL DEPTH APPLY PRIME OR TACK OF EXISTING ASPHALT MATERIALS AS NECESSARY SUB —BASE 121? 121? STABALIZE SUBGRADE SUBGRADE COMPACTED TO 98% . I I z MIN. MIN. MODIFIED PROCTOR MAX DENSITY PER AASHTO z SECTION AA T-180, LBR 40, Of NORMAL 40'-0" WITH 4' WIDE SIDEWALK < M W 0 < 0 MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK CONNECTION DETAIL 6"t 1 6`1 17-211 TYPICAL PAVEMENT SECTION 5i M 0 Z< a-- M 0 4:n I 0 n Uj a- AT EXISTING ASPHALT PAVEMENTS I]j _j < < 0 ON<O ❑ A. 44, ..t A -A V) 0 CL 4. A 0 7y Z 00 CID V) z Std. 6" Min a V) En ITO 16 ZO EXPANSION JOINT STRUCK JOINT W�j z _j WZ9 bil z2e W Ex STRUCTURE SINGLE —COMPONENT POLYURETHANE SEALANT 1 /4" 5y—Ot"• I f a..,C,3j W i2':� Z 'Z' wo W, R 00 zo z z M 0 U) w 0 wz ------ CONCRETE 3/4" THICK 4 •SECTION —77--7 1/2" EXPANSION JOINT FULL DEPTH BROOM FINISH 1313 *4 j V., z F < z 0 L-1i M 0 Z5 N "Ou z I— n N W:c 41. D 0.1*D 4 .4, • tea D/W of —1 Opp 2" SUB— zgc)2 < < < _j Uj <M IL uj < a. > z 0 LL. 0 Uj ID .. : • 4 .14 4 0 v) a 0 < W 0 0 W 4 4 CLOSED CELL SEMI— RIGID . 4. 4 '. ..4 .4 . . , '.. 1 . - . - 4 'A- A. 4 AD He z PLASTIC JOINT FILLER 0.2*D- '4. A 4 4 • .4. 4.. .,..4 C. 0 SURFACE COURSE TYPE I PORTLAND CEMENT CONCRETE WITH A 72 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. d 1/4" EXPANSION JOINT CONSTRUCTION JOINT 6$' Min. EXPANSION JOINT STRUCK JOINT SUBGRADE CLEAN FINE SAND WITH LESS THAN TEN PERCENT PASSING A NO. 200 SIEVE, COMPACTED TO AT LEAST Q th Q 8" 0 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. co C4 1 31-61P 140 SECTION CC TYPICAL CONCRETE PAVEMENT SECTION (D ZZ NOTES: Uj 1� 10 ( n n Ot E Ak 0 1/4 sp 1/21P SINGLE —COMPONENT POLYURETHANE SEALANT �D/4 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60'. VALLEY GUTTER DETAIL CL S '" a x Cz '. -, k LIJ 0 - C: L Z Ix 0 3/4" THICK 4.. 4 _]1D D 2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PER FDOT INDEX NO. 300 0 U_ 'D I 14 r 00 >' a C; Lo 0 .4 if PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. Uj = -iz OD _] CLOSED CELL SEMI —RIGID Uj QColl c —F,PLASTIC JOINT FILLER .'0 CONTROL JOINT 1/2" EXPANSION JOINT TYPICAL SIDEWALK W ,2 LIU. Z Z Sidewalk Stri Width In Feet Width Varies D Or Curb & Gutter C; ................ x.i Type F (Curb Curb & Gutter Type F Shown). C cx t: Cn z Ramp Curb— U���a Q PICTORIAL MEW 12" Crosswalk Line T Oft. j a) LJ. 12" Crosswalk Uj OPLAN MEW LU O CURB CUT RAMP PER FDOT INDEX 304 UL LU 2M C LLI cc z all rot 211R 6#t V-13" PAVEMENT AA j >• $PR (OL 2 SURFACE LLJ A CL (D YR 3/4"R A.- 00 0 -------- A 1 it TYPE "F" CURB TYPE 'v Dff CURB T N 0 25 3/4" cV NOTES: USF 1295 OR APPROVED EQUIV MACHINE HORIZONTAL BEARING SURFACES. NON —PENETRATING PICK HOLES. H-20 LOAD RATING. 32 1 /2" LABEL "STORM SEWER". 4" 00 SLAB TYPE RING AND COVER COVER-1.DWG 6/09/94 NTS 12" 12,. '.. .. a .. 1 a: ea , #4 BAR 18" LONG SIP H/C SIGN 4" WHITE 2"� TACTILE SURFACE CONST 4" THICK CONCRETE RAMP 12:1 SL dT SURFACE A PRECAST CONCRETE WHEEL STOP WHL-STOP.DWG 09/01/94 NTS CAP UNIT ADHERES IMPERVIOUS FILL TO TOP UNIT 12" DEEP W/VERSA-LOK CONCRETE ADHESIVE -� VERSA-LOK MODULAR CONCRETE UNITS DRAINAGE AGGREGATE 12" THICK MIN. —I I - ' ''' '' = '�'•�/ — 4' DIA. DRAIN PIPE I— OUTLET ® END OF WALL III — I I OR ® 40' CENTERS MAX. GRANULAR LEVELING PAD MIN. 6" THICK TYPICAL SECTION -UNREINFORCED RETAINING WALL SCALE: NONE 12' 2" WH I TE Z Q J n W V) w w 3105 A DETECTABLE 4" WHITE REFLECTORIZED PAINT. WARNING (SEE PLAN VIEW FOR LOCATIONS) SURFACE 12:1 SLOP 24'12 SLOPE E a SECTION AA HANDICAPPED RAMP HC-RAMP4.DWG 2/27/95 NTS NOTES: 1. TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT EXCEEDING 1 /8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRATING. 2. DETECTABLE WARNING SURFACE SHALL BE INSTALL IN ACCORDANCE WITH F.D.O.T. INDEX 304 AND A.D.A. STANDARDS. PER F.D.O.T. AND A.D.A. � 5' STANDARDS, THE COLOR REQUIREMENTS FOR THE DETECTABLE WARNING ~ TYP. VERTICAL CURB(TYP) SURFACE SHALL PROVIDE A DARK —ON —LIGHT OR LIGHT —ON —DARK CONTRAST BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING SURFACE. WHITE ON BLUE PARKING BY DISABLED PERMIT ONLY BLACK ON N TOW AWAY ZONE WHITE W/ 1.5" LETTERS FINE UP TOO $250.00 HANDICAP SIGN THIS SIGN TYP ® EACH HANDICAP PARKING SPACE 3" GALVANIZED STEEL POLE FINISH GRADE HANDICAP SIGN HCSGN_DC.DWG 09/18/95 NTS z MAX SLOPE = 12:1 TACTILE SURFACE EXPANSION JOINT CONST 4" THICK 1 /2" PREFORMED CONCRETE RAMP JOINT FILLER DETECTABLE (ALL AROUND) A WARNING A SURFACE " " " 000 " N SIDEWALK 6' �I� 5' •STD •�I� 6' _ I PAVEMENT 44" MIN SECTION AA HANDICAPPED RAMP HC-RAMPI.DWG 01/24/03 NTS NOTES: 1. TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT EXCEEDING 1 /8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINT SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRAl1NG. 2. DETECTABLE WARNING SURFACE SHALL BE INSTALL IN ACCORDANCE WITH F.D.O.T. INDEX 304 AND A.D.A. STANDARDS. PER F.D.O.T. AND A.D.A. STANDARDS, THE COLOR REQUIREMENTS FOR THE DETECTABLE WARNING SURFACE SHALL PROVIDE A DARK —ON —LIGHT OR LIGHT —ON —DARK CONTRAST BETWEEN THE DETECTABLE WARNING SURFACE AND THE ADJACENT WALKING SURFACE. PEDESTRIAN ACCESS STRIPPING "STOP" BAR TO BE PL, 6' FROM EDGE OF TRA UNLESS SHOWN OTHER' "STOP" BAR SHALL BE 24" WIDE AND 12' FOOT LONG, OR AS SHOWN, WHITE REFLECTORIZED PAINT. (SEE PLAN VIEW FOR LOCATIONS) STOP BAR DETAIL WITH SIGNAGE 8" CONC _ BLOCK 4" SQUARE HINGE POST W/CONCRETE 6'x10'x6" CONCI APPROACH SLAB 17 ZAP ----------------------------------- r-- -- -- - -- -- -- -- -- -- -- --y I �4" I1BOLLARD—l/} i IIr--------------------------- i 10' 1 1 1 I 1 I I 1 l I O I i I I i i i I t l 1 I I 1 l i j i i I 1 11 I \ TEEL -1LLED 10' CLR (COL TO COL) (0 L 5'X5' SOLID METAL GATES PRIMED AND PAINTED (BLACK) ;ETE LATCH & CANE BOLTS 4'-6"X6' SOLID METAL SWING GATES WITH METAL RAIL, GATE LATCH & CANE BOLTS N f #5 HORZ IN I CONC CAP I 1 12"X18" MONOLITHIC CONCRETE FOOTING I i 18" DIA X 2'-6" �- CONC FOOTING FOR GATE POST 1" CHAMFER e #5 VERT IN CONC FILLED CELL. 1 EA x CORNER & END 4" SQUARE STEEL HINGE 1 POST FILLED W/CONCRETE PAVEMENT -� 6'x12'x6" CONCRETE APPROACH SLAB 6 CONC SLAB W/6X6 I 5 DOWELS X W1.4xW1. 30" LG W/10" - HOOK. EA �- FILLED CELL 45' CHAMFER 18" 12"X18" MONOLITHIC CONC FOOTING W/2 #5'S CONT SECTION NOTE: 1. DUMPSTER ENCLOSURE MATERIAL TO MATCH THE MAIN BUILDING. DOORS NEED TO BE PAINTED BLACK. 2. THE DUMPSTER ENCLOSURE STALL BE SCREENED WITH A 3' PLANTER HEDGE ALONG THE PERIMETER OF THE ENCLOSURE. TYPICAL 10'x10' TRASH ENCLOSURE WITH MONOLITHIC FOOTER AND SLAB DESIGN POST (OPTIONS: 2"x4" OR 2 1 /2" MIN DIA WOOD; STEEL 1.33 LBS/FT MIN) 6' CENTERS MAX GEOTEXTILE CRITERIA GRAB TENSILE STRENGTH 90 LBS TRAPEZOIDAL TEAR 35 LBS MULLEN BURST 180 PSI SEE FDOT INDEX NO 199 FLOW FLOW PLAN DOWNSLOPE ow- Z �^ 04 PREASSEMBLED SILT FENCE 2"x2" WOOD STAKES 2 PER BALE---- (MIN.) MIN.) SECTION ANGLE FIRST STAKE _ TOWARD PREVIOUSLY r I r + LAID BALE ELEVATION STRAWBALE SILT BARRIER BALES BUTTED TIGHTLY TOGETHER w m �o m o 0 fY O v w w w 0 z 0 O Z CL O E U 0 D w w to w d D- W I- 0 o 0 V V O w w U El J Q W Z d N Q V) N m N Of7 Z ww>-to-0ztn O z CD U H 0 O Q m a Q O mmQ� I M a Z Z 0 V) Q ¢ o c\I ❑ n o w a=- < it02 c�c�vwi W v) N A z (,D m O L;, O lsl' tJ w Z _J CJ Lai 0-Z �' "ti Z j C� M . t_ wZ-- w zzF C Mm _.f1. nW��' F1 f Wz Lm. u o1 c�wMo Wz r D Z w i✓ -.. 0 �' W (T Q~ZO (AL.)wQ — N G9uj t9 It ZZjEw= ¢ �Q¢� O <Fro2 0 a aWQ w <m 0 p w � a0 z F W L d a 0 w (n �0E® Z cn • ,w c z o CD 14 �~ Om V- SCO N LLI o v=)) N 0 E CL W _ OJ �aw o�'L0�0W co>O 33 N L LJ a) C Q � ro v f— %4 V� O Z ''W m O 0 o Z o Q _0 j left LA. �-�— J = LuLu Q V O uj DC ~ uiU. Q V Q Qv W 0 Q O > C W Q �_91. Q EROSION CONTROL DETAIL s H E E T 12 0 co =_ 4'-0" .I N Eye Bolt See Index 201 US o m p 5'-4" B 0 LJJ '• l�l 1n in Of M GENERAL NOTES s 8" A L °D 1. These inlets are designed for use in ditches, medians, pavement areas, or other areas subject to heavy wheel loads where 8" debris is minimal and is subject to pedes- A trian and/or bicycle traffic. 2. When alternate G grate is specified in plans, the grate is to be hot dipped galva- nized after fabrication. DIMENSIONS & QUANTITIES M GRATE SIZES CONCRETE (Cu. Yds.) SODDING (Sq. Yds.) D X A B C E F G N Single Double Triple Quad Standard Extra Single Double Triple Quad Single Double I Triple Quad Pipe Pipe Pipe Pipe WeightPipe Strong Pipe Pipe Pipe Pipe Pipe Pie Pipe Pipe Pipe 15 2 -7 227 4.09 6.36' 8 1. 4.63 7.2 1237 1.19 0.76 1.16 1.54 1,94 8 10 11 12 18 2'-70" 236' 5.12 7.48' 9' 1.41' 4.92' 7.75 10.58' 73.42 1.21 0.85 1.28 1.71 2.17 9 12 13 24 3 -5 253 7.18A 9.71 7.03'A 11 `IT3 5.50 8.92 _10. 12.33 15.75 -18. 1.25 1.02 1.58 2.15 2.75 10 12 13 15 30 4-3 270 9.25 11.95 9.03 3' 2.00 6.0 33 74.58 '83 1.29 2 1.23 1.98 2.74 3. 14 15 17 36 5 -1 287 11.310 4.18' 11.030, 15 2.24 6.67 11.75 16.83' 21.92 1.33 2 1.40 2.38 3.33 4.24 13 15 20 42 6 -0 3.05 13.37 16.4 3.03' 1 2.45 7.25 13.25 9.25 25.25 1.38 2 3" 1.60 2.8 4.04 5.26 14 17 9 22 48 6 -9 15.43 18.65 15.03' 19' 2.65' 7.83 14.58' 21.33' 28.08 1.42 2 3 1.81 3.26 4.70 6.14 15 18 21 24 54 7 -8 ff 17.49 20.88 17.03 27 2.83 8.42 16,08 23.75 31.42 1.48 3 4" 2.03 3.78 5.54 7.28 17 20 23 27 60 B -6 19.55 23.17 19.03 23 3.00 9.00 17.50 26.00 34.50 1.50 3 2.28 4.36 8.43 8.50 22 25 1 29 5 H F_ El Z O O Z a O i- U U � U U Z) W Lifn a a W F- 0LLJ 0 f� V) fn 0 06.42 �6.25 Dimensions permitted to allow use of 8' standard pipe lengths. W Li structure bottoms, 3. These inlets may , used With Alt. B Index 200. The inlet and bottom 010.40' 010.10' Dimensions permitted to allow use of 12' standard pipe lengths. 0_ A O Concrete slab shall be deepened to form bridge across crown of pipe see section below. ❑ _ combinations are to be paid for under the contract unit price for inlets (DT Bot) PLAN B M (Type F (or G)) (J Bot, Depth), Ea. LO 0 Q ' 543r-0» rJ l Sod I y I Beveled Or Round Corners Construction Joints Permitte Sod ,,- Beveled Or Round Comers �"' N Q I L, ' 4'-0" 2'-11" r Construction Joints Permitt ei I Q Tool Edges To Radi ool Edges To Radi crate Grote M N s� e �s ❑ 00 f') �j (� aJ l• M N `- Z rnIL M 2" Clear 2 Cle " i 2' �w>-to-ozrn C9 _ •N- C N N._ a ��i 1 rpW Z_ 0 ~ 8» I o LO 1 8 2' Clear II a I) 2" Cie an d 8" 2'-O" 8" i d w I U �-v Er c _ M U N J O O O N X N u7 2" Clea rZ3 II I� O O O O X O O O O O z LLJ II II CLNO 12"Bas ®1 "Ctrs. o� vE r Gi mQ �QN U d O .,, Fastener U < 0 __3 C�J ~Q ❑ ril- SECTION U) 0 a a 0 a0 apConcrete Slab, 3" Thick Reinforced / Sod6x6-W1.4x.4 iv / h o- AA #4 Bars ® 12" Ctrs.--Y�-) o o TOP VIEW -SINGLE PIPE 0� to m� o z O o 0 o a 2W z r 3'-1 Sfo a Vori 2' Sod w W Z.' J 3 x 3 xi / 18 Spaces (2 C , She�p4bve f an75M° Oft Fastener Z Q ` 4jI'-3 5 0 0 � ( 19 Bars 14 Notch Permitted 6 aflAcotlo °nritl F a Z tx, i1 Tr (At The Option Of The n 0et r q Concrete Slab, 3" Thick, Reinforced Wi La Manufacturer) C WWF 6x6-W1. M.4 N •.� O - _ � P. 5 z Z - a 1• Wo a L 3 x 3 X 16 G O %� Graters 8 r 4 ' N f i tn! w Q Paced 14. 1 q I� Z W ti �i SECTION CC SECTION DID 4' a• T 3" TOP VIEW -MULTIPLE PIPE a o = Q o Q a oLL_ N Concrete Construction Joints Permitted J -! > M Q p Connect s Q Pipe Note: See Sheets 5 and 6 for details and general notes. D- 0 W Q m U * 1' waa z > � w Saddle to Ditch Grade N U Q F Z �- �i�® O Z V N 2' Not Less Thon QD *Slope: SIDE DRAIN No Pipe Joint Permitted g" _ To Pipe For PI es 18" And Smaller MITERED 3 x 3 X ' M I D Unless Approved By The Engineer E 3' 6 2' Sod 2:11 Forr Pipes 24" And Larger. SINGLE ANE END SECTION TE PE o !-•. C Paid For As Pipe Culver F (Pipe To Be included Under Unit Price For Mitered End Section)y STEEL GRATE SECTION Steel Grating, Straight Bars 31-M Reticul!ne Bars 2"! W� w O 00 Cn N LU Z 1� � �No FDOT INLET TYPE "F" y X � oL_ 0. �W Zt�0 p J w o� v I„ v 3 3'-0"OD �'� �0N - W q) a 2'-3 5 8" 0 Q �':� • 5'-1" W .d a•, ••a. ,• , r 1 ci d If . A. 21/4". d V e 2'-0" I� d M •° .:,. :: • . STEEL GRATE .. V a H-20 LOADING 7-7 PLAN ALTERNATE :., . ,..a w ... 3'-0" CAST IRON GRATE STEEL GRATE ` o' �� �� H-20 LOADING H-20 LOADING 3 3/4 FRAME --3 3/4 PLAN ALTERNATE 5'-1" CAST IRON GRATE ,Q 3 3 4" F H-20 LOADING 0 ° / FRAME 3 3/4" -4 t() eCAIII _LL. v '• i •d: 2'-019 ° a O N W Oct i n •: 4 -1 W II , •' ' LJL ° L U >.. Q SECTION , 1 • ° A. NOTES: ° `� ' ' ` ' ' e•. FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. SECTION ! p' BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS ® 12" CTRS WITH 2" COVER. NOTES: FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. Q L 0 MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. Z MAXIMUM PIPE SIZE FOR 2'-0" WALL IS 18" CONCRETE PIPE. BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS ® 12" CTRS WITH 2" COVER. 0 Q MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE. MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE. Q� z CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478. MAXIMUM PIPE SIZE FOR 4'-1" WALL IS 36" CONCRETE PIPE. J W Q ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478. FDOT INLET TYPE "C" ©C FDOT-C.DWG 6/09/94 NTS FDOT INLET TYPE "D" FDOT-D.DWG 6/09/94 NTS SEi E E T 13 N 0 3" DIA. BRONZE DISC 24" x 24" x 6" ANCHORED IN CONC. PAD THICK CONC. PAD STAMP AS REQ'D TYP. EACH VALVE BOX. (SEE NOTE 1) /_ #4 BARS ALL SIZE OF VALVE AROUND 3" DIA. BRONZE TYPE OF VALVE DISC ANCHORED S-�\ IN CONC. PAD SERVICE STAMP AS REQ'D. e d d o.aa By ATER ' . e • 'a e: . DIRECTION & NO. N OF TURNS TO WATER OPENe e d e CO o N VALVE BOX9a AND COVER (TYP.) 12" ANCHORS OOP.S.I. CONCRETE UNIMPROVED CONDITION TOP FLUSH WITH - FINISHED GRADE 11 ASPHALT SURFACE :--BASE x 4"x 18" LONG /-,I" MIN.) PRECAST POST VALVE BOX ITH 3" DIAMETER AND COVER I BRONZE DISC SET IN (TYP.) 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" WHENTHE BRONZE IDENTIFICATION CITY OF OCOEE UTILITIES DEPARTMENT DISC IS NOT REQUIRED. 3. SCRIBE INTO THE CONCRETE, ARROWS INDICATING WHICH VALVE COLLAR DETAIL DIRECTIONS THE PIPE LINE TRAVELS AWAY FROM THE VALVE LOCATION. DATE: AUG 1999 DWG: FIG: 108 fflmffimjt vlm 2» CAP 2" GATE VALVE &R&' 2" 900 BEN gil" 11 " '' oO . o .0 00 -0 00 .0 00 .0 00 . `, /i: 0 o' O. o' O. o 0 0• o 0 0• o o O• o' 0• o 0 0• o 0• o 0 . 0 00 . o 00 e o 00 • o 00 • o oO • o oo • o 00 • o o0 o' O. o 0 0• o 0 0• o 0 0• 0 0 0• o o O• o o 0• o o 0• o 0.o'0.0' O.0'O.o'O.'*o.'*o.O o 0.0'0 6ff 0' O. o o O. 0.0• 0.0• 0.0• o 0 0• 0.0• ..0• o O. O' O. 0 o O. 0 o O• o 0 0• 0 0 0• 0 0 0• o o O• 0 0 0 oO. 0.0. o' O• 0.0. 00• 0.0. o o O• o 0 0• o 0 0• o 0 0' o O. o 0 0. o 0 0• o o O• 0 0 0• o 0 0.0 0 0• o 0 0' o 0 0 0 0 0. 0' O. o 0 0. 0 0 0. 0' 0. 0' O. 0' O. 0' 0. 0 2ff 2" 900 BEND RESTRAINED JOINT 6" BEDDING ROCK DUCTILE IRON WATER MAIN -7 NOTES: 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. UNDISTURBED SOIL (TYP.) EDGE OF TRENCH (TYP.) AREA FOR - PLUG - ARE TEE OR P CROSS W/PLUG CROSS W TWO PLUGS TEE WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) CONCRETE THRUST ------- BLOCK (TYP.) 0/2 BENDS OFFSET (AS REQ'D) EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH THRUST �. .i FITTING TYPICAL SECTION w WYE TEE W/ END PLUG WOOD BLOCKING (TYP.) AREA FOR PLUG AREA FOR TEE AREA FOR PLUG 1:`2 -THRUS BLOCK AREA SQ. FT.) NOTES: -CONCRETE 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST THRUST BLOCK UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM PIPE SIZE INCHES 90' BEND (SO 45' BEND (SO M 22-1/Z BEND (SO FT) 11-1/4• BEND (SO FT) TEE & PLUG (SO FT) DESIGN PRESS (PSI) 4 6 8 10 12 NOTE. - THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF LBS. PER SQ. FT. SOIL (1.SDD MIN) RESTRAINT BEARING. SEE NOTE B * TO BE COMPLETED BY ENGINEER. SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE -\ (S MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS, AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT. 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE 102 PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS THAN 1500 PSF. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) VALVE BOX SEE NOTE 2 BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE _ ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT • o O• 0 0 0 00. 000. 0 . 0 o O. 0 0 0. 00. 001.00 . p' D. 000. p • o O• 0 0• o c 0 0 00 o.. 0 0.0o0•000.0' 0. .00O.o'O.00O.00O.00O.00 . 0 0 0. 0 0 0. 0 0 0. 0 0 20.0.0.0.0.000.000.0.0. 00. 0' 0. 0' 0• o o O .o00.•.000•ooO..00p.•.000.,o0 ..00D.,000.,o00noo 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. CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES (3" MIN.) (SEE TYPE B W/ SIZE OF PIPE BBEDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.) -\ COMMON FILL E'IXIIC`LJCf1 hoAf1C N w I- O z W W 12" (TYP.) SELECT z ��/% /�� COMMON o SELECT COMMON //�� FILL Lu m oo � o BEDDING ROCK- �/ o�o°601` �o\�// n w �i. PIPE BEDDING oO�0000 O O (SEE NOTE 8 &9) �1 UNDISTURBED EARTH 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. 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. 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. CITY OF OCOEE UTILITIES DEPARTME 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE AND TRENCHING DETA FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. DATE: AUG 1999 DWG' FIG: 1 HYDRANT OPERATING NUT HOSE NOZZLE AS REQ'D. 24" SQUARE OR ROUND AND 6" THICK PUMPER NOZZLE REINFORCED CONCRETE FACING STREET SHEAR PAD. SEE NOTE 1 - VALVE COLLAR O.C. LL AT 9 z (SEE DETAIL) AROUND 0o COM PACTED BACKFILL - SEE NOTE 2 A VARIES M J HYDRANT Q ANCHORING TEE 25 A �/%�' 00 000.0 00.000.000.0oO.00D. 00•o .0ap \ \ o 0 0 0 0 0 0 0 0 0 %/� O'o O•o O•o O.0 D.o O.o O.0 • O'o D•\�� T6" BEDDING ROCK RESILIENT SEAT GATE STANDARD INSTALLATION VALVE AND BOX (SEE DETAIL) "o Do0•'o `•O0'o 0a000•0o . 0` O. 0 .o 0- 0. 0 o0c0o0 Oo 00.000000. 0.0 OO.o0.p 00 D.00OooD00O O O cO o 0 p • o o0 . o o0 . 0 00 l 0 • o � 0- 0` 0 O o 0- c L. n •;o 00 00 00 .0 'o 0'O . C O. 0` O• 0 • 0_0 4 c D o o O o O o O o o 0 C 7 -'o .010 . o'0 . o'c ° o� o 00.0 C 0. O 0 D. O 0 D. C '00.000 oo-.Ooo*p o 0 0 3 O O O e o O• o O O O. 7. o 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 .. o 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 o 0. 0 0- SECTION A -A NOTES: 1.THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4" BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6" MINIMUM. CITY OF OCOEE UTILITIES DEPARTMENT FIRE HYDRANT ASSEMBLY DETAIL 3/17/99 1 DWG: FH I FIG: 402 TRENCH WIDTH VARIES W/ SIZE OF PIPE �- ENCH IN UNIMPROVED AREAS FINISHED GRADE 3" MIN.) SEE NOTE 8) v Q SEE // = z /\\ NOTE '4. ' //\ /.... w Ld Q COMMON FILL /\\ •.PIPE...O.D:. /\ ry v X SELECT o w N \ COMMON ~o /\Ld UNDISTURBED �/ /\ FILL m z F(SEHNOTE w w E3) \ ' : :. //\ n (wn 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. 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 CITY OF OCOEE UTILITIES DEPARTMENT ROAD CONSTRUCTION SPECIFICATIONS. Ym>_ 3r wo m o 0 0 W I- I- 2 m ❑ :2m z o v 0 z I- F O U U U w w V) � CL ( 0 0 0 W Env) z w w O D_ of Lo El Q I 0 I N Q V" � N � ❑ 07 00 I- 'D u) d n N n 0 z Xw>_v)_ozw z a, Lo ui 0 m¢Q 0 mm Q� I On a z o � C) I� ❑ a a o oN o 0 a_ a-o ft z >' o� 10 Q tf)Fo . z W- N O CL mx Z 2 0w w c� z 4Jif 0 _ Z uJ a z w°o o Fro E Q = G IY (VA, .IZ Q N L7 ' 8 120W►- Ecr5� a$o� a cl �' O d05 w ¢m 0 WE 0 Z> EL W LLJ -pU p ~O F � � 20 z o ffi L7 L � n°i, t: tl) W 1.. OD a' c N Z Q ZZ W 05N0 E o •� U -p" p X 0. mW afo�� O -p p J w p O� 3 W a° a 1 � > O N 3 Lu aol .0 Q `i o W� J �a z F- %6 o 'W w W O V a o - Q o LA. v" Cl) Lu W OU. DC 0 ~ O GC � V W � � 0 OC 0 Z LJ Z ~ eC O pC Z p W !- Q� a J W C- r t� Q S H E E T 14 N 0 GATE VALVE THREADED NIPPLE (TYP.) --� FINAL GRADE FROM _ MAI N z � N O rM 18" WIDE BY 6" THICK PAD UNDER ENTIRE ASSEMBLY WITH #4 BAR 12" ON CENTER EACH WAY NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL. 2. UNIONS WILL BE REQUIRED FOR 2" DIAMETER AND SMALLER ASSEMBLIES ONLY. GATE VALVE UNION (2 REQUIRED) SSEE NOTE 2 90• BEND (2 REQUIRED) SUPPORT (Y AND LARGER) (2 REQUIRED) SERVI BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY THE CITY GATE VALVE TEST COCK (TYP.) GATE VALVE THREADED UNION NIPPLE (TYP.) — (2 REQUIRED) 900 BEND z (2 REQUIRED) Q N FINAL GRADE -'--- 18" DIAMETER " BY 6 FROM CONCRETE COLLAR TO MAIN WITH 4 BAR ALL SERVICE AROUND (2 REQ D.) NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. INLET TRAFFIC LID INLET LIQUID _ LEVEL GREASE COVER & FRAME CORPORATION OP w Q POLYETHYLENE TUBING (1" MIN.) SINGLE METER BOX AND WATER METER (BY CITY) SINGLE SERVICE COVER & FRAME THREADED PLUG 3" AWWA TYPE CC THREADS SADDLE — CURB STOP CORPORATION U-BRANCH (SEE NOTE 3) STOP (1" MIN.) (lITTING x3/4" MARK WITH x 3/4 ) WOOD PAINTED BLUE & WITH CURB STOP LOT NUMBERS z 2 EA. N ct� w a POLYETHYLENE TUBING (1" MIN.) DOUBLE METER BOX AND WATER METER (BY C ITY) DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) TO METER BOX ASSEMBLY POLYETHYLENE TUBING 030 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. —•� 6' MAX. GREASE 8" MIN. °• 11" MIN. ti a 8" A. 6" ° . u 1 4" 4'-0" d A• 8" 2/3 L 1/3 L IN L — SAMPLING STATION (SEE DETAIL ABOVE) OUTLET THREADED SAMPLING STATION PLUG THREADED CLEANOUT CAP • •a d . —4 OUTLETi D BAFFLE OR CONCRETE FILLED BLOCK 1. STRUCTURE SHALL CONFORM WITH FLA. D.O.T. DESIGN STANDARDS. PROVIDE FOR A MINIMUM H-20 LOADING. 2. LIDS SHALL BE LABELED "GREASE". 3. STRAIGHT PIPE, INSTALLED AT A 45- ANGLE, WILL BE PERMITTED IN LIEU OF A 90' BEND BETWEEN COMPARTMENTS. 4. GREASE TRAP SHALL BE 2 COMPARTMENT TYPE. INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARD PLUMBING CODES tsimmilvi N w I_L_I w � �o z CLEAN -OUT SEE NOTE w z J NO VARIES VARIES TH w z BRANCH SEWER MAIN 50 SIZE VARIES 4REMOVABLE W,YE WITH 6 BRANCH / B'END o I ROTATE TERMINAL DEPTH 30° (TYP.) AS REQUIRED FOR (SEE NOTE 3) "HOUSE" SERVICE (3' MIN.)(TYP.) LATERAL SLOPE TO DEPTH AT 1.0% MIN. (TYP.) -_1�11 PROFILE —SPRING LINE —SEWER MAIN DOUBLE LATERAL CLEAN -OUT (TYP.) SEE NOTE 1 WYE WITH 6" BRANCH LOT LINE 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. 5 mp m 0 0 O v w F_F_ WW ❑ z v v O z O �� CL w w In� EL CL w I— cl 0 0 U) V)V) 0 w w U Q i 0 O Q LZ N r7 N 0 ❑ rn DO I\ 0 N't t-) N z o_w>-m-ozm z rn L0 m �mm5-: z¢� O O d z z0 p �M N ¢ O El 0-o M Z 1 J M R R N O z 2� � , z mac•, `�w in�� � �ZN a 41�.Zi C9La.O Z a p p � t5 ❑ �oA yZ-a U)�W= :3 < 0 Z§OCR ¢ pa W LL_ J 5 W am U 0 WWao Z> lZ Lj W�OV 0 O tr 0 SON) Z w V) V y v � cl) W� �••. w 0. OD N mZ� L u i` o q. N o E /� �W Ov om CL Qi m p L' N 0 L� 0 J w v 0 N 3 W vOD 3 N W a � r. CQ � o o z� Igggggg o a�y >> 'W' CL W Y= C oc V a Q O .. u. J LL. _ �� J_ o V Q W �o 0 ~ U. o GC 3c C> C.> W 0 n Q Z o� u.i Z a Q o L1C ? W Q� a J CLL Q S H E E T 15 N 0 OPUS SOUTH PB. 33, PG. 21 . ................ ............ �' �'. ° � � , • �.]!� ! ;gyp • v � I� • =11111M 10 NO O,r '� cal`• _, ,� ; ._ m o_ _ • i .d � / O ( 01+01 led 77 ram i7l ME ME 1�r laic, 15< • 1 ���0,>:1�'11�C�•��•�11S►i:•�•���•••••ll,i�►`>�r�`7i��N•t � �I 4 ��tii�•�1���i� �(.}jj�jje�ii� ���1 �i►��•�••••••��•��� • �1' � ,••!io����•�•�.I�/1��•_I �•�•�•��•.Y� �'Iy.►�I�•••�►I`���••••_..+ ��•y����t'�M•LLa`�I�\��• ,s�13 If .�•.�il ffi • �����® 1 o �o_oo_o_o_oo�o'o'o'O • pip.. O, • ►J 0:.. ffi • . . • • • �i�� II ,111lIII�i dilllll"� nMlll�llil�lt, I •, � �,� O+O, . • • • /11{IllllAWM ..o�o�o ,•i�l� it ��s1M�r�� CC,/.,•..:.. IrAM11M�! •�� \ _ ?� - \410ti0/ •: , w � +� o° _ . O T • . . �i., 1 voi p• no 0 0 � �ii,��,vu_'o'_u_o_u_�n._,ouo_�o_v_j�►\\� (a oti •-- w • ���o.�, i o: { (, _ ..dbvu.J.,�.aeaucrboq �®"cito_o_p_oaoo_po � � Q �i;,000`,o`,o'000'ec II (��1���lV� ggII .A Oi • . O o_o_n_p_c i�D� l � p• r--- • O. ,O - n O. • TOP OF BANK EDGE OF WATER BUFFER A SOD ; ASP' DgyFNf E) NG' 12"'WA 'R . I I I_I EXIST. 2 CURB & GUTTER RAMP ANDICAPP Sr Sr EXISTING 18, P C EDGE OF PAV�MENT R 2' Ht. Berm (Typ.) Sr Sr Contour interval 1'. CONC MEDIAN EDGE OF PAVEMENT • �!AWW' "A I�_ W."XISTING HYDRANTFIRE CONC MEDIAN 3:1 Sr 2' Ht. Berm (Typ.) Contour interval 1'. FP�—PM _l WV 2' CURB & GUTTER MOORE ROAD 80' RIGHT OF WAY 15' waterline casement EXISTING 8" SAN SEWER LINE Existing 6" 11 water line to be abandoned SYM. QTY. BOTANICAL COMMON NAME SIZE Q Sobal palmetto/ Cabbage Palm 12' c.t. ht. Quercus virglana/ Live Oak 95 gal. 3" dbh 10'-12' ht. x 5' spd. Up Ulmus parvifoilo 'Drake'/ Drake Elm 65 gal. 15: dbh, 8� 10' ht. x 3' spd. E! Erlobotrya Japonica/ Loquat 25 gal. 2.5 dbh, 8-10' ht. x 3' spd. Bc Butea capitata/ Pindo Palm 50 gal. 8'-10' ht. Mg Magnolia grandiflora/ Main Street Magnolia 50 gal. 3" dbh 10'-12' ht., 5' spd min. U Ligustrum lucidum/ Tree Ligustrum 150 gal. multi —trunk 2.5" dbh total W-10' ht. x 6'-8' spd. QI Ll Quercus laurifolia/ Laurel Oak Lagerstroemia indddica/ Byers Crape Myrtle 65 gal. 3" dbh 10'-12' ht. x 5' spd. 25 gal. 8'-12' ht. M.S. RI Rhaphlolepis lndlca/ Indian Hawthorn 7 gal. 30" ht. x 30" spd. Vo Viburnum odoratissimum/Sweet Viburnum 3 gal. 24" hL x 24" spd. Sr Serenoa repans/ Saw Palmetto 3 gal Ic Ilex cornuta 'Burfordi'/Dwarf Burford Holly 3 gal 18"ht.x 24" spd. Tj Trachelospermum josminoides/ Confederate Jasmine 1 gal. Lm Lantana montevensis 1 gal. Pentas lanceolota/ New Look Red Pentas 1 gal. 8'-12' ht. M.S. Annuals LSODAPn'n St. Augustine 'floratam' All plant material shall equal the standards for Florida No. 1 "Grades and Standards for Nursery Plants", 1998 State of Florida Department of Agriculture. I BUFFER A LANDSCAPING RESTAURANT SITE LANDSCAPE 6.14 C 1 REQUIREMENTS 2 SHADE TREES PER 100 LF 6.14 A 2+ 3 REQUIREMENTS TOTAL BUILDING PERIMETER= 303 LF. 3 UNDERSTORY TREES PER 100 LF TOTAL LINEAL OF BUFFER (A) ® 10' WIDTH MIN= 492' 1 TREE PER 30 LINEAR FEET = 10 TREES. CANOPY TREES REQUIRED= 10 TREES PROVIDED = 11 TREES. UNDERSTORY TREES REQUIRED= 15 BUILDING OPEN SPACE= 1,940 S.F. CANOPY TREES PROVIDED= 11 50% SHRUB & GROUNDCOVER AREA = 970 S.F. UNDERSTORY TREES PROVIDED= 15 SHRUB + GROUNDCOVER PROVIDED = 1,065 S.F. PARKING LOT LANDSCAPING RETAIL OR DAYCARE SITE LANDSCAPE 6.14 D1 REQUIREMENTS 6.14 A 2+ 3 REQUIREMENTS TOTAL QUANITY OF PARKING STALLS= 270 TOTAL BUILDING PERIMETER= 460 LF. 1 TREE PER 30 LINEAR FEET = 15 TREES. R REQUIRED SHADE TREES= 68 TREES PROVIDED = 16 TREES. p$ V PROVIDED SHADE TREES= 68 BUILDING OPEN SPACE= 2,891 S.F. 8.14 D 2 REQUIREMENTS 50% SHRUB & GROUNDCOVER AREA = 1,446 S.F. SHRUB + GROUNDCOVER PROVIDED = 1,080 S.F. TOTAL PARKING LOT LANDSCAPE AREA= 19,851 S.F. 50% OF PARKING LOT LANDSCAPE- 9,926 S.F. SHRUB & GROUNDCOVER AREA PROVIDED= 10,123 S.F. BANK SITE LANDSCAPE 6.14 A 2+ 3 REQUIREMENTS TOTAL BUILDING PERIMETER= 134 LF. 1 TREE PER 30 LINEAR FEET = 4 TREES. TREES PROVIDED = 5 TREES. BUILDING OPEN SPACE= 1,662 S.F. R 50% SHRUB & GROUNDCOVER AREA = 831 S.F. 8 SHRUB + GROUNDCOVER PROVIDED = 836 S.F. RECLAIM O �. WATER X MARKER TOP OF BANK MN7 nc Wa•LIra EXISTING BACKFLOW PREVENTER/STUBOUT & GUTTER m >- m p O W o � w In w Z W O Z o i— O ¢ 0- H LIJ UJ � U O U) o O U 0 El �l- z \Q N � ❑ 0) OD t0 Lr) It r) I N •— Cj �w>—/n—ozrn z 0 Z It CY) F_ UJI O Q m Of m��<� d Z �^ Ii 0 OON QO El n 0 OL 0- o O0 WV M u7 � W m Z ow wa z mZZ oaza WO o z OZZO ❑ Z wo �Sz� Q�ZN V)taOwQ ZW= 5W;-c O ° LL wa(L p W La V)o2v �a w O O >- w Zm U 0 y l � G1 Z ,C W ro t3 rn It N m r. W ~ O (nN0 L X o Q CL tW -E OC � � � l7 - to(4 a p 3 W �_° 13 N Uj c Q o W� v J W c CL CEO rn w� C 03 V � O z O Q O W �. W Q O oc <C 1" o a LLJ H W CL O Q O Q W V �c , S H E E T N 0 PART 1.0 GENERAL Awarded bidder shall provide and install trees, shrubs and sod in accordance with the landscape plan and specifications. 1.2 DEFINITIONS A. "Final Acceptance" shall mean that point in time when all requirements of project drawings are completed, including any punch -list items, to the satisfaction of the customer. The awarded bidder shall be notified of final acceptance by the customer or their representative. B. "Maintenance Period" or "Warranty Period" shall begin when plant material is installed and continue for a twelve (12) month period after notification of Final Acceptance. C. "Final Maintenance Inspection" shall occur at the end of the twelve (12) month maintenance period. D. "Nursery -grown" shall mean grown in the nursery from liners or collected and then grown in a nursery not less than 2 years. E. "Healthy, vigorous condition" shall mean live foliage out to the tips of all branches and stems, and a trunk caliper that is bigger, 12 months after planting, than at planting. Healthy, vigorous palms have new fronds developing with no necrosis or chlorosis and are green in color. Shrubs shall have live foliage out to the tips of all branches. 1.3 QUALITY ASSURANCE A. The installation shall be by a single firm specializing in landscape horticulture. All landscape material shall be provided by the awarded bidder, as specified on the plans. B. Plant names indicated shall comply with "Standardized Plant Names" as adopted by the latest edition of the American Joint committee of Horticultural Nomenclature. Names of varieties not listed there shall conform generally with name accepted by the nursery trade. Stock provided shall be true to its botanical name and legibly tagged. C. Awarded bidder shall provide photographs of plant material prior to installation. D. Plant selection shall comply with sizing and grading standards of the latest edition of Florida Grades and Standards for Nursery Plants. All plant material shall be "Florida Fancy" or "Florida #1 ". E. Substitutions shall not be accepted and will constitute an unresponsive bid. F. Trees, Shrubs and Groundcovers: Provide trees, shrubs and groundcovers of quantity, size, genus, species and variety shown and scheduled for landscape work and complying with recommendations and requirements of the local government. Provide healthy, vigorous stock, grown in a recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae and defects such as knots, sun -scald, injuries, abrasions, or disfigurement. G. The customer or their representative shall inspect for quality assurance and approve plant material at either the nursery or project location, prior to installation. H. Local government reserves the right to reject any and all plant material. 1.4 SUBMITTALS A. Awarded bidder must submit certificates of inspection, analyses for soil amendments, and labels for herbicides, insecticides and fertilizer materials. B. Awarded bidder must submit the following material samples: 1. Mulch 2. Topsoil 3. Pre -emergent herbicide 4. Fertilizer 5. Photographs of typical plant material 1.5 JOB CONDITIONS A. The customer or their representative will provide "Notice to Proceed" to the awarded bidder. B. Awarded bidder is responsible for protecting utilities, paving, and other facilities from damage during landscape installation. Awarded bidder must notify "Call Sunshine" (800-638-4097) 48 hours prior to beginning work. C. Awarded bidder must protect plant material from desiccation during transport and installation period. In most instances, this means daily irrigation. D. Awarded bidder must familiarize themselves with existing project conditions, e.g., utilities, soil strata, drainage, and sightlines, prior to installation. Conflicts should be addressed with the customer or their representative. E. Work along city, county, or state right-of-way must comply with the appropriate regulating authority's guidelines for "Traffic Controls for Construction and Maintenance Operations". Awarded bidder shall be responsible to file and obtain any and all required agency permits. F. Awarded bidder must provide tree protection within the scope of work. Refer to local government tree ordinance for specific requirements. PART 2.0 SHIPPING & HANDLING 2.1 TRANSPORTATION A. Tree root balls shall be irrigated just prior to shipping. Trees shall be secured in the truck so as not to roll. Do not allow closed trucks to remain standing in the sun in hot weather unless they are air-conditioned. B&B trees shall have their root balls shrink-wrapped prior to transporting them from the nursery. Trees and shrubs shall be shipped to the site in enclosed vans or covered with woven shade tarp. B. Deliver sod within 24 hours of being harvested. Do not deliver more sod than can be laid within a 24 hour period. 2.2 UNLOADING AND HANDLING Trees will be rejected if they are dropped to the ground suddenly. Container grown and boxed trees shall be lifted with a forklift under the container or carried by hand by the lip of the container. Trees may be lifted by wire loops inside the container. Trees may not be lifted by the trunk. Balled and burlapped trees shall be handled by the root ball in a manner that does not deform the shape of the root ball. Trees shall not be handled by the trunk. 2.3 HOLDING TREES AND SHRUBS AT THE PLANTING SITE Irrigate trees and shrubs as soon as they arrive at the planting site. After plant material is unloaded from the truck, it shall be stood and stored in the erect position and irrigated twice daily with 5 gallons per inch trunk diameter or 1 gallon for every 3 gallons of container until planted. Shrink wrapped B&B trees and plants in plastic containers shall be stored in the shade. PART 3.0 MATERIALS 3.1 PLANT MATERIALS l0011*0 A. Nursery stock shall meet the minimum dimensions for height, spread, caliper and root ball as described on the landscape plan. On large maturing and medium maturing shade trees, the tip of the dominant leader shall be the tallest part of the tree. Trees with leaders topped or headed within the last year shall be rejected. B. Caliper measurement shall be taken six (6) inches above grade if four (4) inches or less. Trees greater than four (4) inches in caliper shall be measured at twelve (12) inches above grade. C. Field -grown trees and palms shall be nursery -grown and hardened off (pre -dug) for a minimum of six (6) weeks prior to delivery to job site. Container grown trees shall be nursery -grown. D. Trees must be healthy, vigorous and full with good branch distribution. Trees with bark included within major branch unions will not be accepted. E. Root balls of field -grown trees must be intact and protected from desiccation with black plastic wrap. Container trees must have the container on the root ball or the root ball must be appropriately protected from desiccation. Trees with root balls that have bound or girdled roots shall be rejected. Threes with synthetic burlap will not be accepted. F. The tip of the first major root originating from the trunk must be within one inch of the tip of the root ball. If the first root is deeper than this, the tree will be rejected. G. Container trees should have few, if any, roots on the outside surface of the media. H. Trees must have green, live foliage. Shocked plants (i.e. those with dead or dying leaves) will be rejected. SHRUBS A. Provide shrubs at the minimum height and spread listed on the landscape plan. All shrubs must be healthy and vigorous with good branch distribution. B. Container grown shrubs shall have no circling roots and few, if any roots on the outside surface of the media. C. Shrubs must have green, live foliage. Shocked plants (i.e. those with dead or dying leaves) will be rejected. GROUND COVER A. Provide plants established and well rooted in containers to the minimum height and spread listed on the landscape plan. ! off A. Provided strongly rooted sod, not less than 2 years old, free of weeds and undesirable native grasses having been cut to a mowing height of one (1) inch or less prior to lifting from the field, and machine cut to pad thickness of 3/4 inch, excluding top growth and thatch. Provide sod only capable .of vigorous growth and development when planted (viable, not dormant). It shall be nursery grown and planted in locations as delineated on the landscape plans. B. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be accepted. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. 3.2 ACCESSORY MATERIALS A. Refer to the drawings and other parts of specifications for accessories specifically used on this project. B. Backfill soil shall match textural condition of existing soil. No soil amendments are necessary. Soil in sidewalk cut outs, parking lot islands, and other small spaces to be replaced with native topsoil to improve conditions. All construction debris, rocks, sticks, limerock, shell, ect. Are to be removed from the entire planting area. C. Fertilizer shall be complete with approximately the following ratio: 3N-1 P-3k (+Mg for palms only) D. Mulch shall be derived from an exotic invader tree species, e.g. Melaleuca, and shall be clean and free from weeds and other debris. Alternative products, e.g., Eucalyptus or pine bark or straw may be considered. Bald Cypress mulch will not be accepted. E. Pre -emergent herbicide: apply granular Chipco "Ronstar" or approved equal at label rate. F. Trees shall be secured using three-quarter (3/4) inch elastic guys (3). G. Palms shall be braced as shown. No nails, screws or other securing devices may be driven into the trunk. PART 4.0 EXECUTION a ►,_:: A. Awarded bidder shall provide and install all trees, palms, shrubs and groundcovers in the quantities and dimensions indicated on the landscape plan. B. Commencement of work: Work under this awarded bid shall be completed in an orderly, business -like fashion. Once work has begun, it shall continue on consecutive working days until it has been completed. Sundays, Saturdays, holidays and stoppages due to inclement weather delays or caused by the customer shall be excluded. 4.2 INSTALLATION TREES, PALMS AND SHRUBS A. All landscape material is to be planted in accordance to the landscape plan and attendant exhibits. Good horticultural practices must be observed. B. Trees and palms are to be planted out of the right-of-way (ROW) at a minimum of four (4) feet from back of curb at locations identified on the landscape plan. All shrubs are to be a minimum of two and one half (2.5) feet from back of curb as shown on landscape plan. Awarded bidder shall stake and/or paint planting locations in the field. Upon approval by the customer, these areas shall be sprayed with an approved herbicide and maintained weed -free for the duration of the project. C. Excavate planting holes with vertical sides. Do not disturb soil at bottom of planting holes. Make excavations twice as wide as the root ball diameter and slightly less (two inches) than the distance between the top -most root in the root ball and the bottom of the root ball. Alternatively, excavate the hole slightly wider than the root ball and place the root ball in the hole so the top -most root is even with or slightly (two inches) higher than the surrounding landscape grade. Then, loosen the surrounding soil out to a diameter equal to twice the diameter of the root ball. Finally, push the loosened soil toward the root ball to fill the hole. If water fills the bottom of the planting hole, add soil to the bottom of the hole until the water is covered. Pack the added soil firmly. Place the root ball on this packed, solid soil, not in water. No part of the root ball shall be placed in water. If necessary, bring in soil similar to site soil to cover the sides of the root ball, creating a raised mound. The base of the mound (i.e. the outer diameter created) shall be at least six times the diameter of the root ball. When planting on a slope, the top -most main root in the root ball shall be even with the grade on the uphill side of the tree. Site soil will need to be added on the downhill side to cover the sides of the root ball and to construct the soil berm to hold water. The amount of soil added on the downhill side will depend on the slope and size of the root ball. D. Remove all wood, plastic, or gro-bags from the root ball. Set plants in center of holes with the top -most root in the root ball at the same height or slightly higher (2 inches) than finished landscape grades and plumb trees so the trunk is vertical. Backfill field soil around sides of root mass and work each layer to settle and eliminate voids and air pockets. Material must be watered in as planted. Provide approximately 5 gallons of water per inch of trunk caliper or 1 gallon per 3 gallons of container to the root ball once all backfill is filled in around the root ball. E. Provide a 2-3" high soil berm around the edge of tree root balls to from a shallow saucer to collect water. The watering saucer, regardless of hole size, is to be at edge of root ball. Alternatively, cobra edging is to be installed at the edge of the root ball. F. Broadcast over the root ball and back fill soil, at the recommended rate, a broad-spectrum pre -emergent herbicide prior to mulching. G. Apply a controlled -release fertilizer to the soil surface under the mulch at 11b. Nitrogen per 1000 ft2, prior to mulching. No other amendments are necessary. H. On trees up to 4" caliper, apply a three (3) inch layer of mulch to an eight (8) foot diameter circular area around the trunk. On larger caliper trees, apply a two (2) foot diameter mulch area for each inch of trunk caliper. No mulch shall be applied to the inner half of the root ball surface. All other planting beds are to have a minimum of 3" of mulch. Trees and palms are to be secured by awarded bidder. GROUNDCOVER A. Space ground cover plants as indicated on the landscape plan. B. Dig holes large enough to allow for spreading roots and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns with wet soils. C. Mulch area between ground cover plants, place no less than 3" of mulch. GENERAL A. A representative will inspect all landscape material during installation. Material that is in shock or has been damaged during installation shall be replaced by awarded bidder within five (5) working days from notification. B. Remove from work site all excess materials (e.g., soil, debris and equipment) daily through duration of project. Damages resulting from installation shall be repaired by awarded bidder. C. Pruning: If there is a double leader in the top half of the tree, shorten one, by the about one-half, back to a live branch that points away from the tree and is at least one-third the diameter of the cut leader. Remove broken portions of damaged branches back to a live lateral branch. Prune shrubs to retain natural character. D. Remove all string or wire wrapped around tree trunks. Remove all straps, rope and string used to lift the root ball. Remove all burlap and wire from the top of the root ball. 4.3 ACCEPTANCE A. Inspection to determine acceptance of planted areas will be made by the customer representative upon awarded bidder's request. Provide notification a minimum of five (5) working days before requested inspection date. Planted areas will be accepted provided all requirement, including maintenance, have been satisfied and plant materials are healthy and in vigorous condition. B. The customer or their representative will prepare a "punch list" of those items, which must be corrected before re -inspection for final acceptance. The representative will determine an appropriate time period for corrections. Awarded bidder must request re -inspection two (2) working days in advance. 4.4 MAINTENANCE A. Begin maintenance immediately after planting. Maintain all plant material until final acceptance and for a maintenance and warranty period of twelve (12) months after final acceptance. B. Maintenance shall include but is not limited to pruning, cultivation, mowing, weeding, fertilizing, watering, and application of appropriate pesticides necessary to maintain plants in healthy condition. 1.) Reset settled plants to proper grade and position. 2.) Restore soil berm and mulch layer. 3.) Tighten and repair elastic guys or other supports 4.) Correct defective work. 5.) Remove and replace rejected material within one (1) working day from notification. 6.) Maintain mulch surface weed -free. C. All palms are to be pruned to remove dead fronds, and fronds with a petiole that droops below horizontal. Dead fronds are those with less than 50% green tissue. Only those fronds with petioles drooping below horizontal (9:00-3:00 o'clock) should be removed. All seedpods are also to be removed including those originating among remaining fronds. D. The contractor is entirely responsible for the irrigation through final acceptance and twelve- (12) month warranty period. E. Upon satisfactory completion of maintenance period as determined by final maintenance inspection, the client or an appointed landscape maintenance company will assume maintenance responsibilities. F. All stakes, supports, and associated hardware shall be removed 12 months after planting. Notes on Irrigation 1. Delete daily irrigation when planting in winter. Irrigation frequency can be reduced slightly (e.g. 2-3 times each week instead of every other day) when planting hardened -off, field grown trees that were root -pruned during production. Establishment takes 3 to 4 months per inch trunk caliper. 2. Irrigation frequency can be reduced slightly (e.g. to one or twice each week) when planting hardened -off, field grown trees that were root -pruned during production. 3. At each irrigation, apply 2-3 gallons per inch trunk caliper to the root ball. Apply it in a manner so all water soaks into the root ball. Do not water if root ball is wet/saturated on the irrigation day. 4. Trees take much longer to establish that 3-4 months per inch trunk caliper. Irrigate in drought the following summer. C� M p O O U W ry o wEl W z 0 Q o cn W U o V) 0 o UEl rn u7 Q O o r4) oNK CL o WZ oV w5 0a(3 mZz , o&z Z3wo �pN ZZF-W= §02 s u aQa W 0 O V �ME® H E E T N 0 V Z C0 Z W 2 0. J W W n p4l�j Q 0 L L,. LL. W V V Q 0 cc I.L. 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LEGiE D SYM50LS MFR DESCRIPTION NOZZLE PSI GPM RAD REMARKS 1806 -6" SPRAY POP-UP S 10 25 SEE CHART IRI g SEE DETAIL TORO 12 11 RAINBIRD En OR TORO 3'X7'- SIDE STRIP 28ST 40 138 2'Xl' SEE DETAIL r--p—� RAINSIRD L_J OR TORO 4'X30'- SIDE STRIP 46ST 30 1.44 4'X30' SEE DETAIL C RAIN5IRD RC-1260C ELECTROMECHANICAL CONTROLLER. TO 5E LOCATED OUTSIDE ONE OF SEE DETAIL OR TORO THE BUILDINGS, WITH MINI -CLICK II RAIN SENSOR (120 VOLTS 10 AMP 5REAKER.) S WATTS I" DOUBLE CHECK VALVE BACKFLOW DEVICE. INSTALL PER INSTALL WITH 1" GALVANIZED STEEL PIPE RISERS AND FITTINGS. LOCAL CODES H RAINBIRD TORO 252-06-04 OR RAINVIRD SERIES ELECTRIC REMOTE VALVE, OR TORO SIZE PER PLAN. SEE DETAIL — — — — — — APPROVED SCH 40 PVC MAINLINE SIZE AS NOTED ON PLANS. SEE DETAIL APPROVED SCH 40 PVC/OR SDR 26 CLASS 160 LATERAL LINE AS SHOWN UNTIL A SMALLER SIZE SEE DETAIL IS SHOWN. USE 1i " PIPE ON ALL HEADS WITH A TOTAL OF 4 GPM. ■ "" APPROVED SCH 40 PVC SLEEVE -MIN. (2 DIAMETERS GREATER THAN INTERNAL PIPE) SEE DETAIL UJ APPROVED 3" IRRIGATIN WATER METER BY OWNER WITH 1" RPP BACKFLOW PREVENTOR SEE DETAIL INSTALLED ON 1 1/4" GALV. STEEL PIPE RISERS AND FITTING$. NOZZLE CP ART Spray Pattern MPR Nozzle Radfus ft. 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W ~ v> n d' E CL 0 O > J 00�3 0 W y ° ! 3 ��� N ui 0 ., 0 Z �4 0 V� 2 h Z CL Z 0 � V Q Z a � o - mom S H E E T I R R 1 N 0 DIMENSIONS ARM MOUNT POLE TOP MOUNT A A �B B c A B c EPA V-S 23' 10' 20' 2.4 V_M 23' 13' 23' 2.9 V-L 27' 15' 25' 4.2 TE: Add 3' to Dimensions B & C with the flat glass eption. MOUNTING BRACKETS CLTINARM C Iy Qom, POLE TOP MOUNT QUICK FIT ARM Approved By:_ Project Name: Location: Date: SPECIFICATIONS HOUSING The V Series housing is designed to ensure weather -tight construction and is fabricated from .063" thick aluminum. Continuous heliarc welds at all seams produce a clean sharp appearance. The bottom access door provides ease of installation and servicing. LENS AND FRAME The standard lens is contoured impact resistant tempered glass, sealed with a poron gasket to a one-piece lens frame made of .063" thick die formed aluminum. The lens door frame is attached with 2 stainless steel hinges, is equipped with a spring -loaded fastener for easy access, and closes securely on a poron gasket preventing entry of moisture and insects. FINISHES Fixtures are finished with a thermoset baked -on polyester powder finishing process to give the fixture an exceptionally attractive appearance. The polyester finish withstands extreme weather change without cracking or peeling. Standard and custom colors available. REFLECTORS/DISTRIBUTION PATTERNS Fixtures are equipped With a state of the art Everbright'" polished aluminum segmented reflector available in five distribution patterns with vertical burn lamps: Type II (2), Type III (3), Type V (5), Perimeter Forward Throw (FP) and Automotive Forward Throw (AF). LIGHT SOURCES Designed to operate up to 1000 Watt High Pressure Sodium and Metal Halide BT-37 reduced envelope 1000 Watt Metal Halide lamps and 1500 Watt standard lamps for larger housings. SOCKETS Glazed porcelain mogul -base sockets feature spring -reinforced contacts. Rated to 60OV. BALLAST CWA or HPF regulating auto transformers. Available in Metal Halide or High Pressure Sodium. Starting temperature is -20 F for Metal Halide and -40 F for High Pressure Sodium. Maximum wattage is 1500W. BRACKETS Bolt On Arm: 6" x 2" x 10" extruded aluminum arms are shipped standard. Quick Fit Arm: are fabricated to fit any size tenon or pole top. Fixtures are manufactured with a fixed -arm which easily slips into the quick fit adapter making field installation SIMPLE. Pole Top: Cast aluminum mounting hub with four heavy duty aluminum rods welded to the center and door frame. o®a ustad for wet tooen""e. WLS LIGHTING SYSTEMS MANUFACTURING SINCE 1969 P.O. Box 100519 s Fort Worth, TX 76185 800.633.8711 v Fax: 817.735.4824 s www.wislighting.com OPTICS TYPE 11 (2) TYPE 111(3) FORWARD THROW (FP) TYPE V (5) NOTE: Based on MH vertical burn. Consult factory for accurate optics. INFORMATION sE v-S 2 - Type If 70W 3 - Type III IOOW FP - Perimeter 15OW Forward Throw 175W 5 - Type V 25OW AF-Automotive 320W Forward 40OW V_M 2 - Type 11 40OW 3 - Type III 75OW FP - Perimeter 1000W Forward Throw 5 - Type V A F - Automotive Forward V.L 2 - Type 11 100ow 3 - Type III 15DOW FP - Perimeter Forward Throw 5-Type V CHOICE FROM EACH COLUMN TO FORMULATE ORDER CODE. Refer to MH - Metal Halide C d 490V BRZ - Bronze LL - Less PSMH - Pulse -Start OOFG -FlatGiass MT - Multi Tap3 BLK - Black Lamp Metal Halide (Clear TT - To Tap2 PLT - Platinum HL - Horizontal (320, 400b10 Tempered BUF - Bull Lamp HPS- HigSodium�ure Glass) tt (1000 waft WHT-White GRIN - Green GS - Glare CC - Custom Color Shield BKT-WM - Wall MHR - Metal Halide Reduced Mount Plate (1000w) OF -Quick Fit SMHR - Super Metal Arm Mount Halide Reduced OR - Quartz PSMH - Pulse -Start Restrike Metal Halide PC - Photo Cell HPS - High Pressure Sodium SF -Single Fusing MH - Metal Halide OF - Double HPS- High Pressure Fusing Sodium NO - No Options (1000W) V_M 5 1000 MHR (EXAMPLE ORDER) ORDER: WLS _ NOTE: 1. Voltage for 75OW High Pressure Sodium must be specified. 2. Consult factory for international voltages. (120, 277, 347 Voltage) 3. MT - Multi Tap is shipped standard unless otherwise specified. (Multi Tap consists of 120V, 208V, 240V, and 277V. Multi Tap is pre -wired for highest voltage. Alternate voltages will require field re -wiring.) Approved By: Project Name: Location: Date: CT MT BRZ NO WLS LIGHTING SYSTEMS MANUFACTURING SINCE 1969 P.O. Box 100519 a Fort Worth, TX 76185 800.633.8711 s Fax: 817.735.4824 s www.wlslighting.com 0 O U LtJ Z w Z Elw 0 :2 o0 Z 6 0 O �7_ 1 1= U W iL a I�— o 0 0 V) w o o O U � a 111111 �W�—fIf—OZt� Z ~ :2Q w 0 0) 1.() m rM Q m O p X CL Z C) v) W X WN¢O 0a_ IL 0O Z t >_ Cl) to N V) toW� O_ Z w0W 2ZQ 0aa..C3 wZ Z JVZZF W WZZ W ZWWN X a t—� Z { �J Ur OWE Z wO �".. 0 ���� �it ❑ Q~ZD �wNWQ Z — N (n C9 z�W= JNO2 Q=a< a Q 0 LL LC3 J w _ Z Q m 0 a o w,wao WOOV 0O X Om E® Z Q (1) Q O W W L� LLJ O Q O 0 U. O CD LLJ O V V � CD � Cr. J Z O W pC ~ Q O � W ZUJ J CL � ■ Z V Q S H E E T Al N 0 OT r II: OijT-I PG. 21 ^`ti^ti0^ ^ti°j rya + ^`L 04s a U +^ U +� Clpn " ^ ��� ^�� N89'3825"E ce + 0 ^L CONC MEDIAN CB +^ + TO =126.17 TOP=128.37 0 342.54' o mph tia'1� O^�/�,Q N.INV.-123.37 o- t�s .=123.22 po S.W.INV. V 23.37 ^`ti EDGE OF PA NT 1 a o 0 ry ti ^ LB 2P66 5.9!0 0 ^ 7 S. ^gyp• .A: / ^^ CONC �O. . L ah-- CB 0 CB TOP=128.63 N.E.INV.=124.26 `•.0T r OIPUIS PB 4: IG 2 FD BRASS DISC • ORANGE COUNTY L 933-OD4 �l 09OP=129.63 .6;N . 3.50 y a. yo LU ^ 7" TRIPLE CHINA BE! N 0 N O ^ 0 Q o ^�^ 7" T ':PU W an s ^O 7" . IPL m ^ O HI A BI C �°' FD IR&C Ib- LB 2966 JL 70.5 FD N89'54'50"E ILB 6^ F ^ +^�° 2' Access easem�nt . ,hof° ^ CorIC ^ W LOT 1 PLANTATION GROVE SHOPPING CENTER PB. 43, PG. 10 EDGE OF WATER MOP=125.36 24" RCP 12" CEDAR 00 69 Access ^ CONC ,yp• ^ 14" PINE Access LOT 2 — — -RCW- 25.26 6" OAK 12" CAMPHOR 0 7- 0 _ O O � o ( �`5 +^ Building ry0 on lIna ^L°J NO ND D CO LU�uiNS gyp. 0 6" CAY,ti� CONC ^�0,0 ^o 7' Ave, 1 ^ CONC ONC ^�°O� ° ^,yo' ^� O� 'o O G ,y0• ^ road ease 13* OAK ----CW- Stormwater pond easement TOP=115.1 24" RCP ti Sanitary 29 B7nhole R'm-1 ,I( WV tir Z 0y°' ^ Sa 0 nitary Manhole ..s . �� ftim-129.49' Inv-S-124.32 00 FPC-PM��� -� y Inv-W-124.46 (�1 a,`r Inv-N-124.28 y ��ova WV +^ASPHALT + OUT N89'38'25"E 234.86' N8938'25"E NO ID �h IR ' TOP=129.36 ^� ,n 0 N.E.INV.=124.77 °J oi N yo ^ O- 15' waterline ^� easement p. 5' Landscape ^� easement 60' UE o Stormwater pond easement I� — -RCW- l Nl'LAIFTEED TOP �v — N � � N EDGE OF WATER 0D _ ,/ Nm ( 1 24RCP I 1!;t_24" RCP _. M S 7)P=125.14 I MOP=125.23 y'-„_r"` "••••••••••' """ FD N&D L VVICD OG VV 1 1U-S 509.300° / J V ^�^' - &c^^�^• 2966 LB 6393+HANDICAPP RAMP yo EDGE OF PAVEMENT °y� ° WHITE STRIPE Lis ^�, ^� ^yo WHITE STRIPE ^� +^ �� �p }a �� y O +^ h WHITE STRIPE ^'So00 ^yo 00 6a 66^� .s ^�^ ^�^�o�o� p ^yo6oy MEDIAN CONC MEDIAN,V ^ ^yo��COVO ° WHITE STRIPE + ^� ^� ' ^� EDGE OF PAVEMENT I I 2' CURB & GUTTER ClJ � MOORE ROAD 8V RIGHT OF WAY LEGAL DESCRIPTION: LOT 2, PLANTATION GROVE SHOPPING CENTER PLAT BOOK 43, PAGE 10 PUBLIC RECORDS, ORANGE COUNTY, FLORIDA. GRAPHIC SCALE 25 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. SURVEYORS NOTES: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREON FOR RIGHTS OF WAY OR EASEMENTS OF RECORD OR OWNERSHIP. 2. BEARINGS BASED ON ASSUMED S00'21'35'E ALONG THE EAST PROPERTYLINE. ALL DISTANCES AND BEARINGS ARE PLAT UNLESS OTHERWISE NOTED. 3. ONLY VISIBLE IMPROVEMENTS SHOWN, NO UNDERGROUND U11LITIES OR FOUNDATIONS LOCATED BY THIS SURVEY. 4. ELEVATIONS ARE BASED ON BASED ON NGVD 1929, DATUM. SITE BENCHMARKS N RIM STRUCTURES LEGEND: rcb DENOTES UTILITY POLE WM DENOTES WATER METER OHE DENOTES OVERHEAD ELECTRIC —n— DENOTES SIGN FEB DENOTES ELECTRIC BOX WV WV DENOTES WATER VALVE Q DENOTES DRAINAGE MANHOLE CB 0 DENOTES CATCH BASIN 0 DENOTES SANITARY MANHOLE t DENOTES LIGHT POST DENOTES CURB INLET DENOTES FIRE HYDRANT RCW DENOTES RECLAIM WATER LINE CERTIFIED TO: CONC DENOTES CONCRETE ASPH DENOTES ASPHALT INV DENOTES INVERT RCP DENOTES REINFORCED CONCRETE PIPE BPP DENOTES BLACK PLASTIC PIPE CB DENOTES CATCH BASIN C&G DENOTES CURB & GUTTER MES DENOTES MITERED END SECTION DENOTES CENTERLINE FPC—PM DENOTES FLORIDA CORPORATION MARKER N&D DENOTES NAIL AND DISC FF DENOTES FINISH FLOOR FD DENOTES FOUND IR&C DENOTES IRON ROD AND CAP ID DENOTES IDENTIFICATION PB DENOTES PLAT BOOK PG DENOTES PAGE CERTIFICATE: I HEREBY CERTIFY THAT THE SKETCH OF SURVEY HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 61G 17-6 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027 ONLY e—I 00 CO LO LO CO 0 I --I Vd F--q M wNM c J n V 1 � o w O Q ,O LO W LO Na W a A d � U z � � a 0 H m IAJ W U U V) m 0 � /LLI Q LL I 1QL 00 }/�- W v— W Z Ld — W 0 0 THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY & IS NOT VAUD. PROJECT NO. BY. GARY A. BURDEN DATE- 03089 FLORIDA REGISTRATION NO. 3691 LB#6529