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HomeMy WebLinkAboutItem III (C) Approval and Acceptance of West End Professional Park - Final Subdivision Plans AGENDA 8-17-93 "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Item III C Ocoee �. �..... ...........�..... ,' ° CITY OF OCOEE suJOHNSON .r d 150 N.LAKESHORE DRIVE PAUL W.FOSTER C:: 0 OCOEE,FLORIDA 34761 VERN COMBS (407)656-2322 SAM WOODSON 440.9 Of o 000 CITY MANAGER ELLIS SHAPIRO SRP-398 STAFF REPORT TO: Honorable Mayor and Board of City Commissioners FROM: Bruce Behrens , Director of Planning DATE: August 11 , 1993 SUBJECT: West End Professional Park Final Subdivision Plans Project No . 92-004 ISSUE: Should the Honorable Mayor and Board of City Commissioners approve the West End Professional Park Final Subdivision Plans? BACKGROUND: The Preliminary Subdivision Plans were approved by the City Commission on February 16 , 1993 . DISCUSSION: The Development Review Committee met July 21 , 1993 and unanimously approved to recommend to the Planning & Zoning Commission that the West End Professional Park, Final Subdivision Plans be approved with the provision that the term "unless other-wise determined" be stricken from the Sidewalk Comments of the plans . CONCURRENCY MANAGEMENT: The Developer has been informed that prior to Final Subdivision Plan approval the applicant/owner will need to apply for and obtain a Final Certificate of Concurrency pursuant to Article IX of the Ocoee Land Development Code. Attached is a report from Janet Resnik addressing concurrency . PLANNING AND ZONING COMMISSION : The Planning and Zoning Commission met August 10 , 1993 and unanimously recommended approval of the Final Subdivision Plans for West End Professional Park with the stipulation that only Lots 2-7 may be issued building permits and that the developer must apply for and receive a Final Certificate of Concurrency on the remaining lots before they may be issued any permits at this time . Qa 4,, E'tt % I t t STAFF REPORT August 11 , 1993 Page 2 STAFF RECOMMENDATION : Staff recommends that the Final Subdivision Plans for West End Professional Park be approved with the condition of approval recommended by the Planning and Zoning Commission. Attachments c: Charlie True, Donald W . McIntosh Associates Glenn Jackson, Heller Bros . Bill Stueber , Lochrane Engineering, Inc . Brian Lower, Attorney, Baker & Hostetler Mike Waresak, P. E.C. File #92-004 "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" MAYOR•COMMISSIONER Ocoee S.SCOTT VANDERGRIFT CrC '�° CITY OF OCOEE COMMISSIONERS RUSTY JOHNSON 1; 6°4 0. 150 N.LAKESHORE DRIVE PAUL W.FOSTER 0 OCOEE,FLORIDA 34761 VERN COMBS (+� V 007)656-nn SAM WOODSON Of GOO CITY MANAGER ELLIS SHAPIRO STAFF REPORT TO: THE HONORABLE MAYOR AND BOARD OF CITY COMMISSIONERS FROM: JANET RESNIK, DEVELOPMENT ADMINISTRATOR, CONCURRENCY MANAGEMENT b DATE: AUGUST 11 , 1993 SUBJECT: WEST END PROFESSIONAL PARK, LOTS 2-7 , CONCURRENCY EVALUATION ISSUE Should the Honorable Mayor and Board of City Commissioners approve the Final Subdivision Plans for West End Professional Park? BACKGROUND West End Professional Park is zoned I-1 and has a total of 29 lots . The Preliminary Subdivision Plan was approved this past February. Because the plan was submitted to the City before the concurrency management system was in place, the Preliminary Subdivision Plan did not go through a concurrency review; however, the Preliminary Plan did contain a note requiring the developer to apply for and obtain a Final Certificate of Concurrency in conjunction with Final Subdivision Plan review. DISCUSSION In June the developer applied for a Final Certificate of Concurrency for Lots 2-7 . On July 21 , 1993 the Development Review Committee recommended approval of the Final Subdivision Plans . A concurrency determination has been made and the Final Certificate of Concurrency is in the process of being issued. The Certificate will be for Phase One only which consists of Lots 2-7 . There is a note on the Final Subdivision Plans which stipulates that the developer must apply for an additional Final Certificate of Concurrency for all other lots within the subdivision . RECOMMENDATION Staff respectfully recommends that the Honorable Mayor and City Commission approve the Final Subdivision Plans for West End Professional Park with the stipulation that only Lots 2-7 may be issued building permits and that the developer must apply for and receive a Final Certificate of Concurrency on the remaining lots before they may be issued any permits . cc : Ellis Shapiro, City Manager Montye Beamer, Administrative Services Director AGENDA 8-17-93 "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Item III C Ocoee J• -'-/f ..�.........----ratrfi4 , h° CITY OF OCOEE RUSTY OHN ON a. 150 N.LAKESHORE DRIVE PAUL W.FOSTER C. C OCOEE,FLORIDA 34761 VERN COMBS (407)656-2322 SAM WOODSON OF Gov `J CTf1'MAN kam ELLIS SHAPIRO SRP-398 STAFF REPORT TO: Honorable Mayor and Board of City Commissioners FROM: Bruce Behrens , Director of Planning DATE: August 11 , 1993 SUBJECT: West End Professional Park Final Subdivision Plans Project No. 92-004 ISSUE: Should the Honorable Mayor and Board of City Commissioners approve the West End Professional Park Final Subdivision Plans? BACKGROUND: The Preliminary Subdivision Plans were approved by the City Commission on February 16 , 1993 . DISCUSSION: The Development Review Committee met July 21 , 1993 and unanimously approved to recommend to the Planning & Zoning Commission that the West End Professional Park, Final Subdivision Plans be approved with the provision that the term "unless other-wise determined" be stricken from the Sidewalk Comments of the plans . CONCURRENCY MANAGEMENT: The Developer has been informed that prior to Final Subdivision Plan approval the applicant/owner will need to apply for and obtain a Final Certificate of Concurrency pursuant to Article IX of the Ocoee Land Development Code. Attached is a report from Janet Resnik addressing concurrency. PLANNING AND ZONING COMMISSION: The Planning and Zoning Commission met August 10 , 1993 and unanimously recommended approval of the Final Subdivision Plans for West End Professional Park with the stipulation that only Lots 2-7 may be issued building permits and that the developer must apply for and receive a Final Certificate of Concurrency on the remaining lots before they may be issued any permits at this time. • b,.o-,,, F'tt % t t t STAFF REPORT August 11 , 1993 Page 2 STAFF RECOMMENDATION: Staff recommends that the Final Subdivision Plans for West End Professional Park be approved with the condition of approval recommended by the Planning and Zoning Commission. Attachments c: Charlie True, Donald W. McIntosh Associates Glenn Jackson, Heller Bros . Bill Stueber , Lochrane Engineering, Inc. Brian Lower, Attorney, Baker & Hostetler Mike Waresak, P.E.C. File #92-004 "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" MAYOR•COMMISSIONER Ocoee / S.SCOTT VANDERGRIFT -4!1:1:44CITY OF OCOEE COMMISSIONERS • RUSTY JOHNSON o. 150 N.LAKESHORE DRIVE PAUL W.FOSTER CdO OCOEE,FLORIDA 34761 VERN COMBS c►�'j' (407)656-2322 SAM WOODSON Of GOOD N`� CLI MANAGER ELS P RI SNAO STAFF REPORT TO: THE HONORABLE MAYOR AND BOARD OF CITY COMMISSIONERS FROM: JANET RESNIK, DEVELOPMENT ADMINISTRATOR, CONCURRENCY MANAGEMENTT DATE: AUGUST 11 , 1993 SUBJECT: WEST END PROFESSIONAL PARK, LOTS 2-7, CONCURRENCY EVALUATION ISSUE Should the Honorable Mayor and Board of City Commissioners approve the Final Subdivision Plans for West End Professional Park? BACKGROUND West End Professional Park is zoned I-1 and has a total of 29 lots . The Preliminary Subdivision Plan was approved this past February. Because the plan was submitted to the City before the concurrency management system was in place, the Preliminary Subdivision Plan did not go through a concurrency review; however, the Preliminary Plan did contain a note requiring the developer to apply for and obtain a Final Certificate of Concurrency in conjunction with Final Subdivision Plan review. DISCUSSION In June the developer applied for a Final Certificate of Concurrency for Lots 2-7 . On July 21 , 1993 the Development Review Committee recommended approval of the Final Subdivision Plans . A concurrency determination has been made and the Final Certificate of Concurrency is in the process of being issued. The Certificate will be for Phase One only which consists of Lots 2-7 . There is a note on the Final Subdivision Plans which stipulates that the developer must apply for an additional Final Certificate of Concurrency for all other lots within the subdivision. RECOMMENDATION Staff respectfully recommends that the Honorable Mayor and City Commission approve the Final Subdivision Plans for West End Professional Park with the stipulation that only Lots 2-7 may be issued building permits and that the developer must apply for and receive a Final Certificate of Concurrency on the remaining lots before they may be issued any permits . cc : Ellis Shapiro, City Manager Montye Beamer, Administrative Services Director :.4 ���`, �� h rti�1 � }J'�' `.�,'� � s�+,:}. �': 4 °a �-� `"`3� ��� yxu�� �g i3+, � �'h 'jt, �'�t� �'R� &'`y' `,�• a"an,�,+ � �� �#z b" � � �ht '� &�� '®�'7' �� n:�t�z� b�'♦ fit, � z` �� �s" � '�+,i`z %.�a{ $�7���.. �«, � Mal ., tc,,f;. sti ,ss„s"'sd ':t, .�,ittir a. .,.z.+.:r ,s,3A3i!zi,r r. ,ea�+xa3 sF. << .<;kr..�..va, +, i€. ,u,r..:vx.•ufi 5 vS,h,. ,t.:«. 5., ,v. *.. t;, x v z, „^.a , zit: �",: ,r<.;.i ,. =.t a "•a''4 �'. `s �. s 4 � x t i,t '�;� sx��ssin 4 i.,x:r sa,+�tw.. ,. •;�x r. ;, �, r �x..,. ,, :.r 1, ro.-.-,r _,.+,.., iJ. .w x.. a., .y,. `4,u...r- a. �. r�.n. _ *;.t �., ?at. +iz ,+s �+�:,. k..r�F�..,.z�t� ;.`"a v, .?, �� ,�S,..fii§5. „S.± '.-z✓ -,r,,. .a.�.. .. t+. ,,. s, s,.�z. ,...s P ,. ,,.«$X.aurH...+,..f vsi?.+".n�rk4,t 2 �sn� ..*+. .,.. ,6. �s-.-.. :# � ,.i �' .'..ti.. ~xSa �'�.5#Sa z,�fi� �• ;:.� ,�,r „ sz� `:ris,#.�z, ps r�� ,�soa� ,a, }, ��• }. . k. E,� i 3t �,n,, r,Ya � 'wxe)s� Fv. �u„2„ ,fig,.. �,.. �. r<,ria.��,..��.� �',zn"i�.z. a Ms � ��; zySi a.. t$ �d;•«” :�++' �fi 'vi'.,. ' 4 a� t� 5,:. `'� i° 'yt. . 3 �i `,ita�, �it` � f�'�� ■ ��. i a.23 ',"`Yt ;`s �tFw,.;�z,m tc i.,�.�+r .zw+-,'t`w.i�f,a�� �.'� $`'1,R`+., ,k's, uC�-'3'�{ua �� ��, t ::=zSr. s: �S •St;J mz'k.+;'+az' �'k? ':5. h `-?.�` ;�?t E t`" .�� ec.' i.< �i,�,. R GARDEN, F 34777=0249 c Pell i A tly q AUG rF/ �dl 19113; 0171 OF OCUE6. PA C 1 _ Pell i A tly q AUG rF/ �dl 19113; 0171 OF OCUE6. PA C GENERAL NOTES: 1. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS SET OF DRAWINGS. 2. BOUNDARY BASED ON THE FOLLOWING: SURVEYOR: DONALD W. McINTOSH ASSOCIATES, INC. DRAWING NO: 89-368A DATED: 06/05/89 REVISION DATE: 07/24/92 3. CONTRACTOR SHALL REVIEW FDOT PERMITS PRIOR TO CONSTRUCTION FOR ANY CHANGES TO THE DESIGN INCLUDED THEREIN. NOTIFY ENGINEER/OWNER OF ANY REQUIRED CHANGES PRIOR TO CONSTRUCTION. 4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE: - WATER MANAGEMENT DISTRICT CONSUMPTIVE USE (WATER USE) FOR CONSTRUCTION DEWATERING - WATER MANAGEMENT DISTRICT SURFACE WATER MANAGEMENT - FDER WATER DISTRIBUTION - FDER SANITARY SEWER COLLECTION AND TRANSMISSION - LOCAL RIGHT OF WAY USE - LOCAL UNDERGROUND UTILITIES 5. IN GRATY CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN TO TH��,NC�OUNNGINEER FOR APPROVAL PRIOR TO THE PRE -CONSTRUCTION MEETIN 6. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE DONALD W. McINTOSH ASSOCIATES, INC. WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO ENSURE TIMELY CERTIFICATION OF COMPLETION TO AGENCIES AND AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY/COMPLETION. 7. CONTRACTOR SHALL FURNISH OWNER WITH ACCURATE RECORD DRAWINGS SHOWING AS -CONSTRUCTED HORIZONTAL AND VERTICAL DIMENSIONING OF THE WORK. THE SUBMITTAL COPY OF THE RECORD DRAWINGS WILL NOT BE RETURNED. THE RECORD DRAWING OR A REPRODUCIBLE COPY PREPARED BY ENGINEER SHALL BE CERTIFIED BY THE CONTRACTOR AS CORRECT. ALL INFORMATION WHICH IS UNCHANGED AND CURRENT SHALL BE NOTED BY CHECKING OFF OR CIRCLING. ALL REVISED INFORMATION SHALL BE CROSSED THROUGH AND NEW DATA ADDED. 8. THE LOCATIONS OF EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS FOR FIELD LOCATIONS AND FOR ANY RELOCATIONS OF THE VARIOUS EXISTING UTILITIES WITH THE UTILITY OWNERS, WHICH SHALL BE DONE IN A TIMELY FASHION TO MINIMIZE IMPACT ON THE CONSTRUCTION SCHEDULE. ANY DELAY OR INCONVENIENCE CAUSED THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 9. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN DRAWINGS AND THE FIELD CONDITIONS PRIOR TO CONSTRUCTION IN THE AREA IMPACTED BY THE CONFLICT. 10. FLORIDA LAW (553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHTS-OF-WAY, OR UTILITY EASEMENTS WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION ON THE LOCATION OF UNDERGROUND GAS PIPELINES. THIS INCLUDES ANY OPERATION WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). 11. ALL RECOMMENDATIONS AND REQUIREMENTS OF INSPECTION PERSONNEL OTHER THAN OWNER'S SHALL BE REPORTED TO ENGINEER/OWNER PRIOR TO IMPLEMENTATION. COMPENSATION WILL NOT BE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED BY ENGINEER/OWNER. 12. CONTRACTOR SHALL PROTECT LAKE LILLY, ADJACENT WETLAND CONSERVATION AREAS AND ALL ADJACENT PROPERTIES FROM DAMAGE BY SEDIMENTATION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. 13. ALL WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE CITY, COUNTY, OWNER, INVOLVED UTILITY COMPANIES, PROJECT ENGINEER AND REGULATORY AGENCIES. 14. CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES. 15. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE FIELD. 16. CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE PLAT. CONTRACTOR SHALL CONFIRM WITH THE ENGINEER THAT THE PLAT IS CURRENT PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL. 17. CONTRACTOR SHALL CONFIRM COMPATIBILITY OF PIPE SLOPES AND INVERTS DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF PROJECT AND ADVISE ENGINEER OF ANY DISCREPANCIES. STORMWATER MANAGEMENT: 1. 100 YEAR FLOOD ELEVATION FOR LAKES LILLY & PEARL IS 120.5. 2. LOTS 1, 2, 3, 6, 7, 8, 9 &10 SHALL PROVIDE ON SITE STORMWATER RETENTION TO MEET THE WEKIVA RIVER HYDROLOGIC BASIN RECHARGE STANDARD PER THE SJRWMD APPLICANTS HANDBOOK SECTION 11.31. SYSTEMS ON INDIVIDUAL LOTS TO BE OWNED AND MAINTAINED BY LOT OWNERS. APPROPRIATE PERMITTING BY THE SJRWMD SHALL BE THE RESPONSIBILITY OF INDIVIDUAL LOT DEVELOPERS. 3. MASTER STORMWATER SYSTEM AND CONSERVATION AREA IN TRACTS A & B TO BE OWNED AND MAINTAINED BY PROPERTY OWNER'S ASSOCIATION. 4. COMPENSATING STORAGE HAS BEEN PROVIDED WITHIN THE EXISTING STORMWATER FACILITY TO ALLOW FILLING OF ALL FLOOD PLAIN AREAS ON THE PROPOSED LOTS. TRACTS AND EASEMENTS 1. TRACTS A AND B TO BE OWNED AND MAINTAINED BY PROPERTY OWNER'S ASSOCIATION. ACCESS EASEMENTS TO TRACTS A AND B, BOTH TEMPORARY AND PERMANENT, SHALL BE DEDICATED TO THE PROPERTY OWNERS ASSOCIATION. UPON DEVELOPMENT OF LOTS 23, 24 AND 29, THE TEMPORARY EASEMENTS SHOWN ON THESE PLANS MAY BE RELOCATED TO OTHER PORTIONS OF THESE LOTS, PROVIDED SUITABLE ACCESS IS PROVIDED TO THE PROPERTY OWNERS ASSOCIATION FOR MAINTENANCE OF TRACTS A AND B. THE TEMPORARY ACCESS EASEMENTS TO TRACTS A AND B SHALL BE RECORDED BY SEPARATE INSTRUMENT PRIOR TO OR SIMULTANEOUSLY WITH THE PLAT. 0 2. TRACT C TO BE CONVEYED TO THE CITY BY WARRANTY DEED, FREE AND CLEAR OF ALL c ENCUMBRANCES EXCEPT THOSE WHICH ARE ACCEPTABLE TO THE CITY. N m N a z z m PAVING GRADING & DRAINAGE NOTES: 1. THE GENERAL NOTES SHOWN ON DRAWING 2 APPLY TO PAVING, GRADING AND DRAINAGE WORK. 2. EXISTING TOPOGRAPHY AND CONTOURS BASED ON THE FOLLOWING: SURVEYOR: DONALD W. McINTOSH ASSOCIATES, INC. DRAWING NO: 89-368A DATED: 06/05/89 REVISION DATE: 07/24/92 13. SURVEYOR'S REFERENCE VERTICAL BENCH MARK: DESCRIPTION: ORANGE COUNTY BENCHMARK #H-15-006 (R.R. SPIKE IN S.E. FACE OF POWER POLE #R13CC-885 ELEVATION: 131.016 (O.C. DATUM) LOCATION: NW CORNER OF TOMYA ROAD & MAGUIRE ROAD 4. SITE TEMPORARY VERTICAL BENCH MARK: DESCRIPTION: TOP OF EAST FLANGE BOLT ON FIRE HYDRANT ELEVATION: 128.09 LOCATION: 50' SOUTH OF NORTHEASTERLY MOST BOUNDARY CORNER BENCH MARK LOCATION AND ELEVATION ARE AS REPRESENTED BY SURVEYOR AT THE TIME OF THE SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT TIME OF CONSTRUCTION. 5. SITE GRADING, PAVING AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991 (AND TO ORANGE COUNTY STANDARD SPECIFICATIONS). 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION. DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA -LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE. 7. IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO COMPLETING THE PROJECT (INCLUDING WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV) AND SHALL EVALUATE POTENTIAL CONFLICTS. ALL SUCH CONFLICTS SHALL BE REPORTED TO ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES SUCH AS SEDIMENT BASINS, SEDIMENT CHECKS, SILT BARRIERS OR SILT SCREENS. ANY MEASURES SHOWN OR DETAILED IN THESE DRAWINGS SHALL BE CONSIDERED MINIMUMS AND SHALL NOT ALLEVIATE CONTRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES NECESSARY TO PROVIDE PROTECTION. 9. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF DONALD W. McINTOSH ASSOCIATES, INC. DONALD W. McINTOSH ASSOCIATES, INC HAS RELIED ON THE BELOW REFERENCED GEOTECHNICAL REPORT(S) IN PREPARATION OF THE DRAWINGS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE DRAWINGS SHALL BE REPORTED TO ENGINEER/OWNER. DONALD W. McINTOSH ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY OF GEOTECHNICAL INFORMATION. GEOTECHNICAL ENGINEER: MICHAEL D. SIMS & ASSOCIATES, INC. REPORT NOS: PN 89-106.42 DATED 07/21/89 PN -002.30 DATED 08/18/87 10. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR DRAINAGE BE OBSERVED, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PAVING SO THAT RECOMMENDATIONS FOR CORRECTION MAY BE MADE. ii. SEE WATER AND SEWER NOTES FOR REQUIREMENTS AT CROSSINGS OF STORM DRAINS AND UTILITY PIPE. 12. ALL FRONT LOT GRADES SHALL BE PER TYPICAL SECTION EXCEPT LOTS ABUTTING PROFESSIONAL PARKWAY SHALL BE MAINTAINED AT EXISTING GROUND. 13. MINIMUM LOT GRADING SHALL BE NO LOWER THAN ELEVATION 120.5 (100 -YEAR FLOOD ELEVATION). 14. MINIMUM FINISHED FLOOR ELEVATION SHALL BE 121.5 TO CONFORM WITH 100 - YEAR FLOOD CRITERIA. FINAL ELEVATIONS SHALL BE ESTABLISHED BY LOT OWNER AT THE TIME OF LOT DESIGN. 15. ALL FILL PLACEMENT SHALL CONFORM WITH SPECIFICATIONS BY OWNER'S GEOTECHNICAL ENGINEER. HOWEVER, AS A MINIMUM ALL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE IN ACCORDANCE WITH THE STANDARD PROCTER TEST METHOD (AASHTO-T99). 16. FINISHED FLOOR ELEVATION IS TYPICALLY 6 INCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN. 17. REGULATORY SIGNS (STOP, ETC.) SHALL BE PAID FOR BY CONTRACTOR AND IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 18. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED OPPOSITE FIRE HYDRANTS IN THE CENTER OF THE NEAREST TRAVELED LANE TO MARK THEIR LOCATIONS. 19. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN CENTERLINES OF DRAINAGE STRUCTURES AND FROM INVERTS OF ENDWALLS AND/OR MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS WHEN BIDDING MITERED END SECTIONS. 20. ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION FOR PAYMENT FOR ANY ROADWORK WHICH HAS NOT BEEN TESTED BY A FLORIDA -REGISTERED GEOTECHNICAL ENGINEER AND REPORTED TO CONFORM TO PROJECT SPECIFICATIONS. 21. ALL OFF-SITE DISTURBED AREAS SHALL BE RESTORED TO PRECONSTRUCTION CONDITION, OR BETTER. 22. ALL SIGNING AND PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" AND FHWA "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES." 23. ALL SIDEWALKS TO BE INSTALLED BY INDIVIDUAL LOT DEVELOPERS. 24, CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE FIELD. 28. INLETS WHICH ARE GRAPHICALLY SHOWN ON LOT LINES AND NOT OTHERWISE LOCATED BY STATIONING SHALL BE LOCATED SUCH THAT THE CENTERLINE OF THE INLET OPENING IS ALIGNED WITH THE LOT LINE. MATERIAL SPECIFICATIONS (PAVING AND DRAINAGE): 1. PAVING MATERIALS SHALL CONFORM WITH FDOT STANDARD SPECIFICATIONS, 1991 (AND ORANGE COUNTY STANDARD SPECIFICATIONS). 2. STORM DRAINS SHALL BE REINFORCED CONCRETE PIPE, PER ASTM C-76 CLASS III, UNLESS OTHERWISE SPECIFIED. 3. ALL STORM STRUCTURES SHALL CONFORM WITH FDOT STANDARD INDEX DRAWINGS AND SPECIFICATIONS EXCEPT THAT DITCH BOTTOM INLETS IN PAVED AREAS SHALL HAVE TRAVERSABLE, TRAFFIC BEARING, GRATES SUPPORTED BY STEEL ANGLE SEATS OR SUPPORTED ON FOUR SIDES. GRATES SHALL BE CAST IRON UNLESS OTHERWISE SPECIFIED OR APPROVED. 4. ALL TYPE "P" STRUCTURE BOTTOMS SHALL BE ROUND UNLESS OTHERWISE SPECIFIED AND SHALL HAVE 4' MINIMUM DIAMETER. WATER AND SEWER NOTES: 1. GENERAL NOTES SHOWN ON DRAWING 2, APPLY TO WATER AND SEWER WORK. 2. CONTRACTOR SHALL COORDINATE WITH CITY OF OCOEE FOR CONSTRUCTION OF THE WATER AND SEWER SYSTEM. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS OF CITY OF OCOEE AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. 3. CONTRACTOR SHALL COORDINATE WORK, SPECIFICALLY, BUT NOT LIMITED TO, CONNECTIONS TO EXISTING MAINS OR STRUCTURES AND SYSTEM TESTING WITH THE APPLICABLE UTILITY COMPANIES. 4. CONTRACTOR SHALL PROVIDE WATER MAIN DISINFECTION IN ACCORDANCE WITH AWWA C651, HYDROSTATIC PRESSURE AND LEAKAGE TESTING IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE, AND BACTERIOLOGICAL TEST REPORTS, ALL IN ACCORDANCE WITH PROJECT SPECIFICATIONS, FDER PERMIT CONDITIONS AND AWWA STANDARDS 5. CONTRACTOR SHALL PROVIDE FORCE MAIN PRESSURE TESTING AND SANITARY SEWER LAMPING / TELEVISION ALL IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND UTILITY COMPANY REQUIREMENTS. TEST PRESSURE FOR SEWAGE FORCE MAINS SHALL BE 100 PSI. 6. CONTRACTOR SHALL COORDINATE ALL WATER AND SEWER SYSTEM TEST SCHEDULING TO ALLOW ENGINEER'S ATTENDANCE, AND PROVIDE FIVE (5) WORKING DAYS NOTICE OF WATER AND SEWER TESTS. CONTRACTOR'S FAILURE TO PROPERLY NOTIFY ENGINEER MAY RESULT IN RETESTING AT ENGINEER'S OPTION AND AT CONTRACTOR'S EXPENSE. 7. ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION OF PAYMENT FOR ANY PORTION OF THE WATER OR SEWER PIPE WORK WHICH HAS NOT BEEN TESTED (OBSERVED BY ENGINEER) AND REPORTED TO CONFORM TO PROJECT SPECIFICATIONS. 8. SEPARATION REQUIREMENTS (OUTSIDE PIPE TO OUTSIDE PIPE) AND SPECIAL TREATMENT. MAINTAIN HORIZONTAL AND VERTICAL SEPARATIONS AS STATED. WHERE SEPARATION CANNOT BE MAINTAINED, THE STIPULATED PIPE SHALL BE UPGRADED TO RUBBER GASKETED DUCTILE IRON PIPE CENTERED AT THE POINT OF CROSSING AND CONTINUING UNTIL SEPARATION IS ESTABLISHED, BUT NOT LESS THAN 10 FT. EITHER SIDE OF THE CROSSING. TREATED WASTEWATER EFFLUENT ("RE -USE") MEANS TREATED TO PUBLIC ACCESS STANDARDS. HORIZONTAL: 10 FT SEPARATION FOR WATER MAIN FROM RAW SANITARY GRAVITY OR FORCE MAIN - UPGRADE SANITARY. 10 FT SEPARATION FOR WATER MAIN FROM STORM DRAIN - UPGRADE WATER. 3 FT SEPARATION (OR 5 FT CENTERLINE TO CENTERLINE IF GREATER) FOR "RE -USE" FROM RAW SANITARY GRAVITY OR FORCE MAIN, STORM DRAIN OR WATER MAIN - UPGRADE RE -USE LINE. VERTICAL: WATER MAINS OVER SANITARY SEWER RAW GRAVITY OR RAW FORCE MAIN OR TREATED WASTEWATER EFFLUENT MAIN OR OVER SAME WITH LESS THAN 18 IN. VERTICAL SEPARATION - UPGRADE WASTEWATER LINE. (ORANGE COUNTY) WATER MAINS UNDER STORM DRAINS OR OVER SAME WITH LESS THAN 18 IN. VERTICAL SEPARATION - UPGRADE WATER MAIN. PVC UTILITY LINES OVER OR UNDER ANY UTILITY OR STORM DRAIN WITH LESS THAN 18" CLEARANCE - UPGRADE PVC UTILITY LINE(S). 9. WATER, SEWER AND RE -USE PIPES SHALL HAVE A MINIMUM COVER' OF 3 FT TO TOP OF PIPE. 10. CONTRACTOR SHALL VERIFY SIZE AND TYPE OF EXISTING MAINS PRIOR TO ORDERING TAPPING MATERIALS FOR TIE-INS. 11. CONTRACTOR SHALL MAINTAIN A SET OF RECORD DRAWINGS MARKED UP WITH HORIZONTAL AND VERTICAL AS -BUILT INFORMATION ON LOCATION OF WATER MAINS, FITTINGS AND WATER SERVICES LOCATED FROM CENTERLINE OF NEAREST FIRE HYDRANT OR NEAREST MANHOLE. 12. CONCRETE CURBS SHALL BE CHISELED OR IMPRINTED TO SHOW LOCATIONS OF WATER AND SEWER SERVICE LINES/LATERALS. MARKING SHALL CONFORM WITH LOCAL STANDARDS. WHERE NO STANDARDS EXIST, USE "W" FOR WATER, "S" FOR SANITARY AND "R" FOR REUSE. 13. SANITARY SEWER LINES ARE DESIGNED AT MINIMUM ACCEPTABLE GRADE. CONTRACTOR SHALL VERIFY ACCURACY OF PIPE SLOPE. SUB -STANDARD SLOPES WILL NOT BE ACCEPTED. MINIMUM SLOPE OF 6" PVC SERVICE LINES IS 1 %. 14. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN CENTERLINES OF MANHOLE STRUCTURES. 15. FIRE HYDRANTS WHICH ARE GRAPHICALLY SHOWN ON OR NEAR LOT LINES AND NOT OTHERWISE LOCATED BY STATIONING OR DIMENSIONING SHALL BE CENTERED ON THE LOT LINE. SIDEWALKS 1. A 5 FT. SIDEWALK TO BE ADDED TO SOUTH SIDE OF PROFESSIONAL PARKWAY WHEN IMPROVED TO THREE LANES DURING PHASE II. 2. SIDEWALKS TO BE INSTALLED ON COURT "A" BY LOT DEVELOPERS AS LOTS ARE DEVELOPED. 3. NO SIDEWALKS ARE REQUIRED ON PROFESSIONAL CENTER BOULEVARD AS WAIVED BY THE PSP APPROVAL. INGRESS/EGRESS 1. INGRESS/EGRESS RIGHTS TO MAGUIRE ROAD ARE DEDICATED TO THE CITY FOR LOTS 18 AND 19. REFERENCED PROVISIONS 1. WEST END PROFESSIONAL PARK SHALL BE SUBJECT TO THE TERMS CONDITIONS, RESTRICTIONS AND PROVISIONS OF THE FOLLOWING DOCUMENTS. - APPROVED PRELIMINARY SUBDIVISION PLAN - DEVELOPMENT AGREEMENT REGARDING TRANSPORTATION CAPACITY (WEST END PROFESSIONAL PARK) RECORDED IN OFFICIAL RECORDS BOOK 4490, PAGE 3583, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. 2. THE CITY IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS�OF F.S. CHAPTER 163 CONCERNING MORATORIUMS OF 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. CONCURRENCY 1. A FINAL CERTIFICATE OF CONCURRENCY FOR LOTS 2 - 7, INCLUSIVE, SHALL BE ISSUED SIMULTANEOUSLY WITH THE APPROVAL OF THE FINAL SUBDIVISION PLANS PURSUANT TO THE TERMS AND CONDITIONS OF THAT CERTAIN DEVELOPMENT AGREEMENT REFERENCED ABOVE, STAFF APPROVAL AND THE FINAL CERTIFICATE OF CONCURRENCY WILL BE SUBJECT TO THE PROVISIONS OF THE EXISTING DEVELOPER AGREEMENT REGARDING TRANSPORTATION CAPACITY. THIS INCLUDES (BUT IS NOT LIMITED TO) THE FOLLOWING CONDITION: THE DEVELOPER ACKNOWLEDGES THAT IMPROVEMENTS MAY NOT BE MADE TO THE DEVELOPER'S LAND PRIOR TO MAGUIRE ROAD BEING PERMITTED A MINIMUM LEVEL OF SERVICE "D". ADDITIONAL FINAL CERTIFICATES OF CONCURRENCY WILL BE REQUIRED FOR SUBSEQUENT PHASES. THE APPROVAL OF FINAL SUBDIVISION PLANS AND THE ISSUANCE OF A FINAL CERTIFICATE OF CONCURRENCY FOR PHASE 1 DOES NOT GRANT THE APPLICANT/OWNER ANY ENTITLEMENT TO OBTAIN FINAL CERTIFICATES OF CONCURRENCY ON SUBSEQUENT PHASES. WATER AND SEWER SPECIFICATIONS: GENERAL: 1. ALL MATERIALS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION SHALL BE NEW, HIGH GRADE AND FREE FROM DEFECTS. ALL PLASTIC PIPE AND FITTINGS FOR WATER DISTRIBUTION SHALL BE APPROVED BY THE NSF FOR POTABLE WATER AND BEAR THE NSF SEAL. PLASTIC PIPE AND FITTINGS SHALL BE SUPPLIED FROM THE SAME MANUFACTURER. 2. WHEREVER LOCAL STANDARD SPECIFICATIONS DIFFER FROM THESE, CONTRACTOR SHALL NOTIFY ENGINEER FOR CLARIFICATION. TYPICALLY THE MORE STRINGENT SHALL GOVERN. WATER DISTRIBUTION: 1. PIPE 4" TO 12": PVC AWWA C900 CLASS 150 DR18 AND ASTM D1784, WITH INTEGRAL BELLS AND ELASTOMERIC JOINTS PER ASTM D3139 WITH GASKETS PER ASTM F477. 2. PIPE 1 1/2" TO 3" AND FITTINGS LESS THAN 4": PVG ASTM D2241 CLASS 200, SDR 21, WITH INTEGRAL BELLS AND ELASTOMERIC JOINTS PER ASTM D3139 WITH GASKETS PER ASTM F477. 3. PIPE: (D.I.P. WHEN CALLED FOR) ANSI/AWWA C151/A21.51, CLASS 50 UNLESS OTHERWISE DESIGNATED, ANSI/AWWA Ci50/A21.50, WITH MECHANICAL OR PUSH ON JOINTS PER ANSI/AWWA C111/A21.11, WITH INTERIOR LINING OF CEMENT MORTAR AND ASPHALTIC MATERIAL SEAL COAT IN ACCORDANCE WITH ANSI/AWWA C104/A21.4 AND EXTERIOR COATING PER ANSI/AWWA C151/A21.51 OF 1.0 MIL MINIMUM THICKNESS. 4. FITTINGS 4" AND OVER: DUCTILE IRON CONFORMING TO ANSI/AWWA Cl 10/A21.10, 250 PSI, WITH CEMENT MORTAR LINING CONFORMING TO ANSI/AWWA C104/A21.10, STANDARD THICKNESS, WITH COMPRESSION TYPE JOINTS/MECHANICAL JOINTS AS RESPECTIVELY SPECIFIED IN ASTM D3139 AND ANSI/AWWA C110/A21.11. 5. VALVES: 3 TO 12". RESILIENT SEAT GATE VALVES 250 PSI CONFORMING TO ANSI/AWWA C509, OPENING COUNTERCLOCKWISE, WITH O-RING STEM SEAL AND OPENING EQUAL TO OR GREATER THAN THE NOMINAL DIAMETER OF THE VALVE. 6. VALVES 2" AND SMALLER: BRONZE, WEDGE DISC, NON -RISING STEM TYPE, 150 PSI MINIMUM WORKING PRESSURE, EQUIPPED WITH WROUGHT STEEL OR CAST IRON OPERATING HANDWHEELS AND SHALL HAVE ENDS SUITABLE FOR JOINTING TO THE PIPE USED. 7. VALVE BOXES: ADJUSTABLE, CAST IRON, MINIMUM INTERIOR DIAMETER OF 5 INCHES WITH COVERS LEGIBLY CAST WITH THE INSCRIPTION "WATER" ON THE TOP, AND WITH A HEAVY COATING OF BITUMINOUS PAINT. BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE LOADING AND VALVE SIZE. ALL VALVES SHALL HAVE BOXES. 8. FIRE HYDRANTS: AWWA C502, CONFORMING TO STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND UTILITY COMPANY WHERE DIFFERENT. 9. PAINT FIRE HYDRANTS OSHA YELLOW. 10. EACH LOT DEVELOPER SHALL NOTIFY FDEP OF ITS CALCULATED WATER DEMAND PRIOR TO CONSTRUCTION. SEWAGE COLLECTION/TRANSMISSION: 1. GRAVITY PIPE AND FITTINGS 4" TO 15": PVC ASTM D3034, SDR 35 WITH ELASTOMERIC JOINTS PER ASTM D3212. 2. MANHOLES: ASTM C478 WITH 5" MINIMUM WALL, 4000 PSI CONCRETE. 3. FORCE MAIN PIPE AND FITTINGS: PVC ASTM D2241 AND ASTM D1784, SDR 21, CLASS 200 WITH INTEGRAL BELLS AND ELASTOMERIC JOINTS PER ASTM D3139 WITH GASKETS PER ASTM F477. 4. FORCE MAIN FITTINGS 4" ANDOVER: DUCTILE IRON ANSI/AWWA C110/A21.10, 250 PSI RATING OR DUCTILE IRON COMPACT FITTINGS 4" THRU 12" ANSI/AWWA C153/A21.53, MECHANICAL JOINTS ANSI/AWWA C111/A21.11 WITH COAL TAR EPDXY LINING OF 30 MIL MINIMUM THICKNESS. 5. FORCE MAIN OR GRAVITY: (D.I.P. WHEN CALLED FOR) ANSI/AWWA C151/A21.51, CLASS 50 UNLESS OTHERWISE DESIGNATED, ANSI/AWWA C150/A21.50, WITH MECHANICAL OR PUSH ON JOINTS PER ANSI/AWWA C111/A21.11. AN INTERIOR PROTECTIVE LINING OF COAL TAR EPDXY SHALL BE PROVIDED WITH A MINIMUM DRY THICKNESS OF 30 MILS AND EXTERIOR COATING PER ANSI/AWWA C151/A21.51 OF 1.0 MIL MINIMUM THICKNESS. 00 J Z< oa a I } PHASING NOTES c.� � DEVELOPMENT: o � THIS DEVELOPMENT IS IN THREE PHASES. PHASE 1: � v LOTS 2 THRU 7 INCLUDING THE LIFT STATION AND FORCE MAIN. PHASE 2: LOT 1 INCLUDING INTERSECTION IMPROVEMENTS AT PROFESSIONAL PARKWAY AND OLD LL WINTER GARDEN ROAD. Lij PHASE 3: cf) zsl w LOTS 8 THRU 29 INCLUDING 3-LANING OF PROFESSIONAL PARKWAY, INTERSECTION IMPROVEMENTS AT MAGUIRE 0 A _O p 6u CONSTRUCTION: co vLLJ PHASE 1 (LOTS 2 - 7): of > � w LIFT STATION FORCE MAIN AND ALL GRAVITY SEWER AND LATERALS EXTENDING TO SM9 AND TO SM10 U 141 j) STORM DRAINAGE COLLECTOR FOR COURT "A" AND LOTS 1 THRU 8 ONLY. WATER CONNECTION FROM PROFESSIONAL PARKWAY SOUTH ON COURT "A" TO vQ o ui PHASE 2 (LOT 1): cn INTERSECTION IMPROVEMENTS AT OLD WINTER GARDEN ROAD (TO BE DESIGNED AND Ld APPROVED PRIOR TO CONSTRUCTION IN CONFORMANCE WITH CONDITIONS AT THAT TIME). m tn w O o PROFESSIONAL PARKWAY IMPROVEMENTS AND INTERSECTION IMPROVEMENTS AT Z MAGUIRE ROAD (TO BE DESIGNED AND APPROVED PRIOR TO CONSTRUCTION IN uj U. I PHASING NOTES DEVELOPMENT: THIS DEVELOPMENT IS IN THREE PHASES. PHASE 1: LOTS 2 THRU 7 INCLUDING THE LIFT STATION AND FORCE MAIN. PHASE 2: LOT 1 INCLUDING INTERSECTION IMPROVEMENTS AT PROFESSIONAL PARKWAY AND OLD LL WINTER GARDEN ROAD. Lij PHASE 3: LOTS 8 THRU 29 INCLUDING 3-LANING OF PROFESSIONAL PARKWAY, INTERSECTION IMPROVEMENTS AT MAGUIRE ROAD AND PROFESSIONAL PARKWAY. CONSTRUCTION: PHASE 1 (LOTS 2 - 7): of LIFT STATION FORCE MAIN AND ALL GRAVITY SEWER AND LATERALS EXTENDING TO SM9 AND TO SM10 U STORM DRAINAGE COLLECTOR FOR COURT "A" AND LOTS 1 THRU 8 ONLY. 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I . , I � � 11 . .1 . -1� ., . - ) - � I . I I I I . . �1- I - I I I � � . I . I . . . I 6 I . / � . I I . I .. . . �.t .1 I I � . I I � . 1. , . ,� . � I . , . I I . ., . I I I - - - I . � . . I - �� I � � I I I I � - �, I . . . . . I I ". . . . I I I . 11 . 11 � . .1.1 _- - -, . I I I I I I I I � . I � ­ I L I I I � I I ­ I � � � I . I I . . . I I , . 11 � 11 . . � _; � . . I � � I . \ ­ ... I I- - - . I � I 1, - � . I I I I L " � I . . I I - � . .. I I � - I I I _ I I - I - I � I � . ­ I . . I I . . - I � � . . . I I I I . I . � � I I "I I I --- I 11 ­­_ Ml o z Ss 00 `r LLJ m LLI cll Ld1 (D z mo r �w r ty, 000 !!�LLJ .Lj V zo rn 00 N > Lo w U o a. Lj.w Li ,OoCL a (O� V I a < L N � w (n Q W I h 9jo Z N oc o °r n 0 V) w � o ti � V3 LL r Cl LJ W 4 O Q n z a n1 0 z C, QC'4 w LLJ LL o ,m '... 0 0 W W6- W z o z Ln 00 `r LLJ m LLI Ld1 (D z mo r �w r 000 !!�LLJ .Lj C14 Q U rn 00 N > Lo w U o a. Lj.w Li ,OoCL (O� V I < L N Z V ! U t 0 Z CL V l LL r LJ W z a 0 z C, QC'4 w LLJ LL ,m '... 0 W W6- W O r )n CIm ¢ Lli i LLI cn 000 !!�LLJ .Lj C14 .Lj LU " O w U o a. Lj.w LL '. ,OoCL Z U Z CL LIJ 0 z C, QC'4 �- w w LL NOTE: SUB=GRADE CUT TO BE COMPACTED TO 952 MAX'DENSITY AS DETERMINED BY AASHTO T-180.CUT TO BE REPLACED` WITH AN 8" 3000 PSI HIGH EARLY CONCRETE, SURFACE' ELEVATION TO MATCH SURFACE ELEVATION OF EXISTING PAVEMENT. RESURFACING TO BE 10 FEET,EACH'SIDE ,OF CUT, OR AS APPROVED BY'THE `COUNTY ENGINEER. 81, HIGH EARLY CONCRETE ASPHALTIC CONCRETE OVERLAY 5• g' 5. '. TYPICAL) (TYP;CAL) EXISTING ASPHALTIC i CONCRETE SURFACE `EXIST. BASE�, v } a UU Ulu EXIST. BASE Q J O (TYPICAL) II PAVEMENT RESTORATION Q ISU E C0 z GENERAL NOTES: ' EXIST. SUBGRAD (COM D TO IIS 1.. Longnitudinal cuts will generally 2 95% X. D SITY) require overlay/resurfacing or the U 1. Base replacement shall be 3000 psi, z complete width of the traveled way. FSL high early strength concrete. -11 Cuts of cul-de-sacs, turn -outs, etc. M V 2.> Asphaltic concrete surface material I� will generally require overlay/ z M 0 shall be',replaced with the same III- resurfacing of the complete �- tu _® .type cul-de-sac, etc. N �_ ®.. t e of material .that existed at ij/_ill the time of removal, or as approve =1111= Cuts at intersections of streets by the County Engineer .I��I jl ierally will require a complete 3. Minimum asphaltic concrete s ace Alf ove /resurfacing to the end of Y overlay thickness shall one '(1") 111= all re n'radii, and also to a �oi ,�0 CLIL-DE- SA C'S t� inch, or as approved _the County _� - -Do point -ten 01) feet beyond the _ Engineer. j111=1111- UTILITY PIPE cut, whicheve s greater. 4. All base joint s shall be mech 4. Actual requiremei will be as F anically sa ut. stated on the appro permit. 10 g I[O 60 9 54 R• a 0 Z STANDARD ROADWAY OPENCUT DETAIL t m OVERLAY OVER EXISTING PAVEMENT -TYPICAL OF OPEN CUTS ON STREETS BETWEEN INTERSECTIONS a' t W _ I �j 2 CURB e GUTTER See General Note No.9 4 'e - n Fillet Each Corner 3: '_�-� y GG o TYP.) '•s � •, // --- 16 Bars... g :: _ ' All Arcun � g.. Z ene, 4vo K �,v<< � �_� � 4'8/W COURT A DU t566- C - -� o SEE T OAD sE 4 � _ Y /CAL R CT/ON • _ ©u, �._ I � 0 1NSTA LLED SY LDT DEVELOP �/(�S T (P. FOR /?CT/DNS � � l �� TYPIUAL ' -:PLAN r� � � . $ o : F a " 8 6,ek0 I c Corner Fillet �. .. - - '... Ncn-Re,nfofced 2- 6:.. ,' o C� . ;.; r mom... ..- Carr_efz Or .All Arcund 6 Re,nforced . •' Concrete i z o rI Jm ,3 6 Or oI a L 3 I-0ne Co e4oat CI s. r yr _ rzr �. .1In t r a!h Wa C_n a OF -- � o7 o_ vli _Cancrere WCL)4 Bars p.. cb 012" Ctrs7o hw s.-. � 0 4�wY vim C o 0 -LL 1 < ** M / W 2 4 5 N W/ 2 + tt: `MI } w � r a Bars o 9 Ctrs. a o vs. ..! Bothways- Sam Ways. co r.'- MONOLITHIC B ,cn A � I T H I SLA ALTERNATE B' REPLACEMENT, T PAVEMENT AL N VE N AT A <; REPLACEMENT ALTERNATE - --.. SURFACE E CEM NT BE Y -' A E R PL TO TYPE J _ SUR S , .........3000 PSI _HIGH EARLY Y I , S RL 3' MI 2 OVER CUT AREA INLET n"TTOM STRENGTH CONCRETE' OR TYPE N. RE ' S ON RETE 6x6..6/6 WWF 2 -. _ I F VE AY Y AND OR OVERLAY _ %- _ `R W CID R W; Lr E X I ASPHALTIC T P / S S TIC C N _... L CONIC. $0 <R WU) z < .... ,SUR C IZ 0 a b O ' f1 . 30 p�- _ 1 UJI MIN ,1 ,_ ., ff ,I I - t I 6 12 , l z -- 1�I 2 14 -_ _14 Z 94 i 1 , 1 SURFACE JOIN T BE S T 0 .r. . 2 0 _- W CONIC. EXIS T./ A E E TRENCH W I DT H MECHANICALLY SAW CUT a-- V M NT P , M i N BASE A , E M REPLACEMENT,S TERIAL _ ``_ CURB & GUTT R o_I �. _. _' E 1 p TRENCH ..WALL _ TYP _ ( ) TYP I A 2% BE -3000 P HIGH TO S EARLY - 3 ( ) 4 i (�-----�... % TOP VIEW T 2 2% 2 I 3 H CONCRETE `- 'Y s RENGT ST_ � ®. rr z P 3 D _ LIJ UTILITY PI E .'. -TOP VIEW � NOTE: TRENCH 0 E NC WIDTH W E TH ( 7 r r _ �, W OURT A m , P ,• ----- S C t IP 4 E DIA ETER= 2 r - r n - ,cc - PORTLAND _ 6, STABILIZATION LLED B 0 t TA f L T A CEMENT .' ' �1S UND ER PRT ND 0 L .., .: STAN DAR ,. D CUR _ B &GUT � TER _w � -1 / DEVELOPERS TYP T CONCRETE SURFACE,F FEW 5o rYP ASPHALTIC CONCRETE SURFACE ( ) r I t1 P _ Q r� 2 ASPHALTIC -CONCRETE SURFACE COORS Y , / COURSE III SECTION N Y SECTION SECTION . WALL sec ro s. 8 SOIL CEMENT NT -; 1 E E ..� 1 CV W TYPE TYPE :II 2 COMPACTED SUBGRA(95%us �-- DE MAX. DENSI Y AA T SHTO .. -. For llonlales ,,.. For Curb lnlels Types 1, Z 3; 3 4 - rr ® ' PEN' CUT DETAIL _ STANDARD ROADWAY 0 sr�eruEoUj _ F BV 5a) CAST IRON FRAMES - ° ", 2•..8 Bars /�� ITYPIC ARL ROMD r%E`%T1tU L. - .. :... 2•°8 Bars i - ') - -�� L _ o flC -�j{ ft mn N � T, " --1-I- I ---- All Re,n o ct e t o. 6 Bas y ,o :: _- Eaeepf 6-18 Bars Shown. . �. _ _ . Bars Spaced o 6" Centers Both T{{.. _ .• -t Ways Excep1 u,ddleBars ShawC�� • - "O':.7 C niers. All Bars with ACI 1 e j " fantlard Hooks Carted A Appro... Ct 5 I 0D 2 Bars ars 4 t Embedded In Accordance : , fi t The 1 R , r m nr Wrfh e 5 DL e nfe cr e till - _ Oe tall Shawn under ov ttohol Conslrucfton Jo1n15. Snrrl REINFORCEMENT PLAN No. J of b. £,cevl AN ° REINFORCEMENT PLAN An,a Bars E E ° r Around Nonhale - ..operIng ShatlBe Hooked. .. C -^'---- _l. W, • , !0• Far b' 8 7' Dia bona K -. 0 fiorwl Ke`• f '0 t e Y } }j1 Tn, kn 01 Tn,ckness Of - 10' Draft c ess l0 Draft WO Il Sb -lure ,. . 4-W. ';:. ,- �.•. 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ZS _168Jr 7925 - Zr 92 - 7 3J ._0.89_ _ _( •r.4- _j_CL _, Jd_ _ _d0 45 - - .O -"0.22.2f.3! :25 Z5 " 28.08_ 1S - 8 I aZ_ t0 - ._ r.21 _ 1 _ _ _2.15 _ 57 3.� _ _{.�_ _ J8 _ a1 44 ..a8 _ _-: __ ${ T b 3.39:-- !• a9 :, b BB N OJ --74 t� 1.8320.75 3f 42 _ 44 : _i 46 7 50 1 J9_ .0.59 2 55 _. _ S OZ - J Tom' a 44 _ 1. _ -g6 52 56 61 _ 69 .75.. 2 f9 55 ._ ZJ a S3 OJ 2J'_ _25 __ J W_ ._ W n.q 26 PT- Sa 50 _- _ �q7" - 62 _, ..? 0.73 _ _ 2t 6Z : 25 _ 2t 0J r 318 _ 9 SB -, 18_75 _Z .92 : J -f _1.5a _ /.91 ---" J:6o' -" _ S M __ - 59 _9y BO 2T _. 7 2'._.., .. r0 0 J.W __ .. _ 2L6b'' ._ '26.59 20.00 .__ 3:00- 3006 _-_ 2016_., 5016 40.16'-. r 1-58 2.12 aJ8 6d _ -- - -- `-_ 74 8 - k I d x I a• r' L IMI TS OF SI TE TO BE 9EVICRrE0 TO ORANGE COUNTY 4" OF BEOOING• ROCK 6/ITH ROL METHYL ENE FIL Al L INER LIMITS OF UTILITY EASEMENT LINGER ROCK r— — — — — — — — — - — — — — — — — — CONTROL PAr1lt1- S' MIN /SEE DETAIL Sl C1i9IN L INK FENCE PER SECTION 22.9. I® p q ANO 46, B 9F THE ®I " L/ATERI MANURI ' 4 ,MAIN "�- VAULT �i 11ET lIEL L I (MIN.I �PRESSURE I •` BACKFL OPV MIN. J®' 6/IOE ¢ PAEVENTER i Z ASPHALT ® (SEE DETAIL l 0 OR I R/w I d _ _ _� _ CON( ETE S' (MIN. J ® i/ATER METER 2-6 SLiING GATE -- THIS DIMENSION SHALL BE EQUAL rO THE OEPTfI OF THE kET 41zZ L . ENGINEER SHAL L PROVIDE A SCAL EO / l "=20 ' MIN, ) Sr TE SPECIFIC OETAIL PUMP STATION SITE 101-19N N. T. S. SSE ®SgEET .3 FOR ID/1IENt5lDNED SITE PUN CENERr9L NOTES® 1, RLL EXPOSED METAL SHALL BE PRINTED 11IT11 2 COATS 04 EXTERIOR DIM R ENRMEL PRINT, 2. 11E7- !✓ELL AND VAL VE VRUL T SHRL L BE COATED 411711 CORL TAR INSIDE 6 '-®" MIN, ANO OUT, (7-k10 COATS, 9 MILS EACH, 3. BASE RW FIRST RISER UNI T TO BE CAST MONOL I TRIC, 4, VAL VE VRUL T SHRL L BE SIZED TO PERMIT ERSY REMOVAL OF CHECK VAL VE 3 SPINOL ES !117,-q MINIMUM CL Z-19RRNCES RS SH04IN FOR 6"' DIAMETER PIPE DIM E AND SMALLER, CL EARANCES SHALL 'NCRERSE RS REQUIRED FOR LARGER PIPE SIZES, S. VAL VE VRUL T SHRL L HAVE- SEAL ED FL OOR & DRAIN, 6, RL L L OCRTIONS !✓HERE PIPES ENTER OR L EAVE THE k✓ET 41EL L OR VAL VE VHTERTIGHT !✓I 71-q !✓RLL SL EEVE ORRUL ✓ 6 '-0 " MIN, NON -SHRINK GROUT, 7, THERE SHR- L BE NO VAL VES OR EL ECTRICRL JUNCTION BOXES IN k/ET kIEL L . 8. kIET !✓EL L AND VRL VE VRUL T COVERS SHRL L BE RL UMIM11V !1I TH 316 S, S. EL EV T HRRDl1ARE RND LOCK BRACKET, SIZE RS REQUIRED BY PUMP MANUFACTURER AND APPROVED BY THE COUNTY, 9, FLEXIBLE COUPLING SHRL L BE SLEEVE TYPE. 10. PUMPS SHRL L BE, MRNUFRCTURER,f F"L �� T ;MODEL , CR- 3102 ;IMP, 435 ;DIA, " ;. MM; SPEED, !700 RPM;OISCHRRGE SIZE; 4'� IN, , VOL TRGE, 460 ; EL Ev X HZ. ,.0; PHRSE,.3 rH, P. z S ,- /09,50 MIN. SOL IO SIZE, IN, ; CURVE, WN. MANUFACTURER, ; MODEL EL EV Z MM; SPEED, RPM; DISCHRRGE SIZE, IN, ; VOL /09,00 HZ,, ;PHRSE, ;H, P,, ; MIN, SOL ID SIZE, IN. ; CURVE, 11, OPERATING CONDI TIONS SHALL BE 22 % GPM RT 44 FEET TOH, 12, RL L fHARD!✓ARE IN klET �/EL L AND VRL VE BOX TO BE STAINL ESS STEEL , 13. CONTRACTOR MAY • INSTAL L R "P " TRP 9ETI1EEN THE VRL VE VRUL T AND 1/ET IIEL L RS RN RL TERNRTI VE TO THE FL OOR DRRIN SHORN, 14, CABLE HOLDER SHALL BE ON THE SAME SIDE OF WET WELL AS CONTROL PANEL, REV. DATE I DESCRIPTION JAN, 1990 ORIGINAL EXHIBI T MIN. 18 L.F. 0. 1. OUTLINE OF ACCESS OPENING CABLE HOLDER B' 2' MIN. CONNECTION PLAN VIEW N.T.S. B' CAPPED NIPPLE AND VALVE FOR PRESSURE GUAGE. CTYP.) 12' MIN. PLUG VALVE. ----------------------- 011WENSION5 ELEV, AT CONST, DIM R o cv DIM B 6 '-®" MIN, — - - - - - - - - - —x O w VALVE BOX SHALL BE ENLARGED IF FLOW METER REQUIRED OR PER NOTE ®4. ALUMINUM ACCESS HATCH W/ LOCKSET 4' D.I. VENT WITH VENT CAP.ANO RECESSED HANDLE (SEE NOTE 8) 8 FLANGED RISER W/ BLIND FLANGE ALUMINUM ACCESS HATCH W/ LOCKSET AND RECESSED HANDLE. 2. STANDARD FLANGED TEE N.T.S. PUr�IP STi9TION ®ETi�IL S RL RNS, SECTION, RN® NOTES STANDARDDETAILS WASTEWATER PUMP STATIDN EXIST. GRADE (D m PUMPING STATIONS 011WENSION5 ELEV, AT CONST, DIM R 8 " MIN, cv DIM B 6 '-®" MIN, DIM C DIM O 3 DIM E DIM F A „ ..,.. DIM G A OIM H 6 '-0 " MIN, ELEV. Y • • OIM K � '-8 " MIN, EL EV T EL EV U ,05,50 EL EV . v EL EV // 109.00 EL Ev X /09,50 EL EV Y 125-50 EL EV Z /09,00 ' s L[" 6�`1 til 12' MIN. PLUG VALVE W/ LEVER OPERATOR. ®4-6' A POWER CABLE a I O.C.E.W. 777 STAINLESS STEEL PRESSURE GUAGE; a 2' DIA. SCH 40 STAINLESS STEEL ( ( I I PIPE 'c 1 1 1 1 o' CHECK o• 'v PET COCK VALVE A I i l l a iv Z : < MIN. 3/8' HEAVY DUTY VALVE . DUCTILE IRON PIPE- IPE—STAINLESS STAINLESSSTEEL �a. Jz -.�7• ;. (RESTRAINED JOINT) LIFTING CHAIN. i 1 I Q �4•s ,.:n ®•.. ° ,� , SHOWN ROTATED 90 DEG. g' GALVANIZED IRON 3" FLOOR 2-®4 BARS FOR CLARITY. DRAIN. SLOPE OUTLET PIPE 1/2' PER FOOT, SEE NOTE 13 W w Z MIN• 18 L.F.^ I = w HIGH LEVEL ALARM ELEV. X D.I.DI ELEV. Z I I >z o a `• t J LAG PUMP ON ELEV. W 24 VOLT FLOAT LIQUID s i U LL LL ®• LEVEL CONTROLS 1. 4 LEAD PUMP ON ELEV. V C 1'-6' �� BOTH PUMPS OFF. ELEV. U 0° v GROUT ELEV. T .o • ' • r ' •Q • a • a. Q • a.. a. e. •Q OO 0°O° ° 0 ou^o00% 80%0 °00 ° °�° °cPo °pOo 80-0000,110 �eo g �° o -o�O a� O 0% n 3o° • . 9 M0 . ®6-12 O.C. E.W. GRAVEL MIN. 3/4 DIA. x 11' STAINLESS STEEL ANCHOR BOLTS TO EXTEND r�r-n•r T nsl i T rl ► 7' INTO BASE. N.T.S. PUr�IP STi9TION ®ETi�IL S RL RNS, SECTION, RN® NOTES STANDARDDETAILS WASTEWATER PUMP STATIDN EXIST. GRADE (D m PUMPING STATIONS 011WENSION5 ELEV, AT CONST, DIM R 8 " MIN, DIM B 6 '-®" MIN, DIM C DIM O DIM E DIM F A „ ..,.. DIM G A OIM H 6 '-0 " MIN, DIM J • • OIM K � '-8 " MIN, EL EV T EL EV U ,05,50 EL EV . v EL EV // 109.00 EL Ev X /09,50 EL EV Y 125-50 EL EV Z /09,00 ' s PER PUMP AIWIFRCTURERS REQUIREMEN DESIGNED BY, (PROJECT N0, DRAWN BYE CHECKED BY, SCALE, APPROVED BYs DATE, MSHEET OF UERIF1EIS CUA A17' 4-7-93 CL Lli•sd:, • „ ..,.. LLJ • 0 • CL ui r 0 v r _ co N ('� N V C'J Z_ Z m �r r SET TOP OF VAL VE 90X TO FINISHED GRADE FINISHED GRADE SEE NOTE 2 RESIL IENT SEAT —_ M. J. GATE V19Z VE LIATER MAIN ,.;.,o--` z 1�21. n 64 61, 9E0,0I1116 ROCK CONCRETE COL L AR IN UNPAVED RRERS (SEE DETAIL ) - AO./USTABL E CAST IRON VAL VE BOX BOX SHAL L REST ON BEDDING ROCK NOT ON VRL VE OR PIPE AND SINAL L SE e° CENTERED ON a OPERATING NOT V.. -O%& 0 cBqy,co2o _ — NOTES. I. PVC EXTENSIONS SHRLL NOT BE USED ON VAL VE BOX INSTAL L RTION. 2, THE RCTLIATING NUT FOR DEEPER VRL VES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BEL DL FINISHED GRADE. GATE VAL VE AND. BOX DETAIL LOTS (TYP. J PROPERTY � S1NGL E L INC (Trp) i SERVICE i (TYP. J I 2 " BL OLOFF RL VE I i (SEE DETRIL I OOUBL E I SERVICE (TYP. J - LATER MAIN I l (6" MINIMUM•) I � I REDUCER I 41, LRTER - 6"' FIRE MAIN (MIN, J I HYDRANT ASSEMBL Y FITTINGS AS ^SEE NOTE i REQUIRED / TYP) I RIGHT OF LRY L INE CURB 11RTZ14 MAIN r-2' (TYP) SIDELAL K (TYP. J 1 RIGHT OF L/RY L INE NOTES 1, 9NCI10RIN6 TYPE 99 ° BEND SIIRL L OM Y BE USED OYER,- RIGHT -OF -LAY CONSTRICTIONS LIIL L NOT AL L OL INSTRL L RTION OF R STRAIGHT ASSEMBL Y. !✓ATER SERVICE L OCATION DETAIL z UNDISTURBED J tBEDDING ROCK EARTH . NOTES I , PVC EXTENSION SHALL NOT BE USED ON VAL VE BOX INSTALLATION. 2. AL L LATER SHUT-OFF VAL VES SIXTEEN ( l6) INCHES ANO L ARGER SHAL L SE BUTTERFL Y VAL VES. SEE SECTION 52.3. BUTTERFLY VAL VE ANO BOX DETAIL CORPORATION MRRK LII TH CORPORATION U -BRANCH - - - STOP (I " MIN. J LOOD PAINTED STOP / I " MIN. J FITTING BL UE d LI TH L OT NUMBERS I � CURB STOP � CURB STOP, Q (SEE NOTE 3) 2 EA, I Q Q POL METHYL ENE POL METHYL ENE TUBIN6 (I 'MIN. J T09IN6 / I 'MIN. J SINGL E METER BOX DDUBL E METER BOX AND LATER METER RND LATER METERS /BY ORRNGE CO. J /BY ORANGE CO. J I SINGLE SERVICE DOUBL E SERVICE • CORPORATION STOP ALLA TYPE d FI TTIN6 CC THREADS (NORMAL L Y OPEN) TO METER BOX i ASSEMBL Y � POL METHYL ENE 39 - 46- Oeg. TUBING ° SADDL E LATER MAIN NOTES., I. ALL FITTINGS SHRLL BE BRASS L!I TH COMPRESSION / PRCK JOINT TYPE CONIVECTIONS. 2. NO SERVICE L INE SHRL L TERMINATE UNDER R ORI VELAY, 3. EACH SERVICE SHRLL TERMINATE AT R CURB STOP(S) LHICH SHRLL BE BURIED APPROXIMATELY 3" BEL OL FINAL GRADE RND SHAL L BE CL EARL Y MARKED LI TH R 2 " X 2 " x IB " STAKE LII TI( THE TOP PRINTED BL UE RND MARKED LI TH THE NUMBER OF THE LOTS) TO BE SERVED. !✓ATER SERVICE CONNECTION DETAIL S O ATING NU NOSE ZZL E 2.0. SOU OR ROUND AND THICK REINFORCED NCRETE SHERR PAD. S NOTE 2 O. C. AL L AROUND COMPACTEOG, BACKFILL SEE NOTE 3 AS REO O. PUMPER NOZZL E FACIN6 STREET ti � � I i Q Q 12 " MIN. 9" BEDDING ROCK—' MJ ANCHO ING COUPL I vAL VE COL L RR (SEE DETAIL ) MJ HYDRANT 9NCH0RIN6 TEE RESILIENT SEAT GATE VAL VE ANO BDX (SEE OETAIL ) a Xlf--,rl4?E R T SHAL L BE SUPPL IED L/I TROUT R LIEEP NOLPERMANENTL Y PL U6GEO LIEEP INOL E. L OPER MAY INSTALL THE SHEAR PAD RECESSED UP BEL ON FINISHED GARDE AND SOD THE RECESSED SE ION.S BETLEEN BOTTOM OF BOL TS ANO TOP OF SHEAR PAD 6" MIRE HYOAA LsAn=z- Y DETAIL 3 " DIA. BRONZE DISC 6" ANCHORED IN CONC. PAD \IR955 " DIA, BRONZE THICK CONC. PADSC ANCHORED IN STAMP AS REO 149 TYP. EACH VRL vE (SEE NOTE l J NC. PAD STAMP BOX, REO O. SIZE OF VRL VE919R5 1 TYPE OF VRL VEr AROUND 9L • ' D e SERVICE v. eR r, , e DIRECTION d No. 4 ' ' . Q • D ' OF TURNS TO • Q . e •a , . o Q . , . , '. OPEN 4 a WATER D a. VAL VE BOX p c ° ` , ► ' ANO COVER PIZ o (TYP. J ` � ANCHORS 2SB® P, S. I. MIN CONCRETE MIN. UNIMPROVED CONDI TION TOP FL USN LI TH FINISHED GRADE ASPHALT SURFACE 9" a- BASE I I IB" LONG V191 -VE BOX /MIN, J PRECAST POST AND COVER k'.171-1 3" DIAMETER ( TYP. / BRONZE DISC SET IN GROUT AS SNOLIN IMPROVED CONDI TION RBoVE. NOTES, I. BRONZE IDENTIFICATION DISC SHRL L BE REQUIRED FOR AL L VRL VES 16 " ANO LRRGER, OR RS REQUIRED BY THE COUNTY FOR CRITICRL OFFSITE VALVES. 2. VAL VE COL L AR DIMENSIONS MAY BE REDUCED TO /8 " x 49 " x 6 " LHEN THE BRONZE IDENTIFICRTION DISC IS NOT REQUIRED. VAL VE COL L AA DETAIL V) 0a 0 It/! t1(I/.Y " MIN. ) NOTES p I, AL L 2 " PIPE ANL7 FI TTINGS SHAL L BE SCHEDUL E 40 6,9ZvANIZEO STEEL U) r OR BRALIISS TIN THREADED (NPT) JOINTS. v ® rn 00 HYDRANT - --- \ OPERATING NUT HOSE NOZZLE ---� 24 SQUARE OR ROUND AND THICK REINFORCED CONCRETE SHEAR PAD. SEE NOTE 1 2-#4 AT 9" O.C. it AROUND COMPACTED BACKFILL SEE NOTE 2 6" BEDDING ROCK M J ANCHORING COUPLING x J N < w W Z � cl) E U D Z U z 0 OJ coS 0 F_CL w cD a. - I 2 " 99 ° BEND • ul V Z ., .... Q w Z W e 6 Z Ld u UD gr `t o o00cil o o _ Lag Z Q i 0 O O w N5 6" 9EDDIN6 ROCK ' w T 0 2 Otu Z NOTES p I, AL L 2 " PIPE ANL7 FI TTINGS SHAL L BE SCHEDUL E 40 6,9ZvANIZEO STEEL U) r OR BRALIISS TIN THREADED (NPT) JOINTS. v ® rn 00 HYDRANT - --- \ OPERATING NUT HOSE NOZZLE ---� 24 SQUARE OR ROUND AND THICK REINFORCED CONCRETE SHEAR PAD. SEE NOTE 1 2-#4 AT 9" O.C. it AROUND COMPACTED BACKFILL SEE NOTE 2 6" BEDDING ROCK M J ANCHORING COUPLING BL O4✓OFF VAL VE DETAIL 070 rr Y x C, _ N m w W Z � cl) E U D Z 0 0 OJ coS BL O4✓OFF VAL VE DETAIL 070 rr Y AS • ///--PUMPER NOZZLE FACING STREET tz s.�..xr ri z h Fe ux� VALVE •LUIRt VAIES M J HYDRANT ANCHORING TEE � D o a o• 0 e• o O O C •a `a.o"a.e.b�.•s•e-o.e eo •D°0•n°a pn s.•°0•e°•• °a•o°0 °a•• o C oa.•°a•.°ale°o•e•0.®° ♦e°0.®• _®•a�D°o. GRADELOK" OR EQUAL RESILIEh ( Si; -'T GAT -C. VALVE �,ND $OK (SEE DETAIL) NOTES; 1. THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2, CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 6" MINIMUM. CITY OF OCOEE UTIUTIES DEPARTMENT FIRE HYDRANT ASSEMBLY DETAIL " NOV. 1991 t� 402 x C, _ Q 12ix, F - Z Z 0 0 coS F_CL w • • O • ., .... Lu w cn Z Ld 3: UD gr `t _ Lag Z Q i 0 O O w N5 AS • ///--PUMPER NOZZLE FACING STREET tz s.�..xr ri z h Fe ux� VALVE •LUIRt VAIES M J HYDRANT ANCHORING TEE � D o a o• 0 e• o O O C •a `a.o"a.e.b�.•s•e-o.e eo •D°0•n°a pn s.•°0•e°•• °a•o°0 °a•• o C oa.•°a•.°ale°o•e•0.®° ♦e°0.®• _®•a�D°o. GRADELOK" OR EQUAL RESILIEh ( Si; -'T GAT -C. VALVE �,ND $OK (SEE DETAIL) NOTES; 1. THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2, CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 6" MINIMUM. CITY OF OCOEE UTIUTIES DEPARTMENT FIRE HYDRANT ASSEMBLY DETAIL " NOV. 1991 t� 402 C, _ Z cc 0 0 • • • ., .... Lu cn 3: UNDISTURBED SOIL ( TYP. ) EDGE OF TRENCH (TYP. ) A9EA FOR PL 116 TEE , /DOD BL OCA'TNG (Ty/o. J FOR CROSS ,,// �j E .. v - CROSS L// PL UG. TEE TEE w PL UG 7'410 101-1165 -- RRER FOR 19R6-19FOR ,,/000 FORM BOARDS BEHIND 45° BEND TEE BEL L SHRL L NOT INTERFERE B L/I TH JOINT ( TYP.b. J I e i.. CONCRETE THRUST °' 'R BL OCA' ( TYP. J -'• - - EDGE OF RRER CROSSCUT OFFSET PL UG (AS REO D.) EDGE OF UNDISTURBED TRENCH SOIL ( TYP. J I ( T)o, l .,/YE TEE ,,// TRENCH //10TH END PL UG BENDS NOTES, THRUST I : ° a Q I. THRUST BL OCA' 9ERRIN6 RRERS SHRL L BE POURED AGAINST " Fir, 7 "fig „ �-THRUST BL OCK MIN. RRER (SO. FT.) \ - CONCRETE TYPICAL SECTION THRUST BL OC/(' SCHEDULE FOR THRUST BLOCK AREAS +* PIPE90 SIZE (INCHES)CSQ BEND FT) 45 BE CSO FT) 22-1/2 OEM CSQ FT) 11-1/4 (SQ FT) TEE G DESIGN PLUS PRESS (SQ FT) CPSI) a 1.35 0.75 0.40 0.20 1.00 150 6 3.00 1.65 0.85 0.45 2.15 150 8 5.35 2.90 1.50 0.751 3.80 150 10 8.35 4.55 2.30 1.15 5.90 150 12 12.00 6.50 3.35 1.70 8.50 150 :: Z CE MAIN .., ... 11-1,,140 BEND W Z NOTE. THRUST BLDCK AREAS COMPUTED ON BASIS OF Z,000 LBS. PER SQ. FT. SOIL RESISTANT 01.500 MIM) SEMI I1G. SEE NOTE 5 f�R CITY DG DCDEE GFECIPICATIDNS. rncAvr-u UrnrN vAtains. COMMON FILL 12" (TYP. T UNDISTURBED _ ERR T/ (SEE NOTE 3) CROL/N TRENCH IN UNIMPROVED RRERS (3 " MIiV. J (SEE NOTE BJ UNDISTURBED *97ERI19L . L/HERE TRENCH k1191-1- HRS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNOISTURBEO MRTERIRL . 2. EXTEND THRUST BL 00r FM L LENGTH OF FI TTINGS. JOINTS SHRL L NOT BE COVERED 9,v THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POL YETHYL ENE FILM (B RIZ. ) PRIOR TO PL RCIN6 CONCRETE THRUST BL OC.t'. 9. ROUGH BL OCA'ING FORMS SHRL L BE USED 19Z ON6 SLOES OF THRUST BL OCAS, RS REOUIRED. 4. THRUST BL OCKS SHRL L BE USED IN COMBINATION, AS REOUIRED, TO SUIT THE SPECIFIC FITTING ARRANGEMENT. S. AL 7ERNA7E DESIGNED RESTRAINING SYSTEMS SHAL L BE PROVIDED 6iHERE S7RNORRD THRUST BL 00A'IN6 IS NOT SUI TABL E AND/OR SOIL RESISTANCE 9ERRIN6 IS L ESS THAN IS®B PSF. S. AL L L/OOD BL OCKIN6 SHAL L BE PRESSURE TREATED W7-11 PRESERVATIVE. NOTES, I. PIPE BEDDING, SEL ECT COMMON FILL COMPACTED TO 9SX OF THE MAXIMUM DE/VSI TY AS PER 191951-ITO T- LBO. 2. TRENCH B/9C.KFIL L r COMMON FIL L COMPACTED TO 95A' OF THE MAXIMUM DENSI TY RS PER 9195171TO T - LBO. 3. PIPE BEDDIN6 UTILIZIN6 SELECT COMMON FILL OR BEDDING ROCK IN 19=190,9NCE L1I711 TYPE R 6E90IN6 RMV TRENCHING DETAIL *19Y BE REDUIREO AS DIRECTED BY THE COUNTY. I5" MAX. FOR PIPE DIAMETER L ESS THAN 2,,f ", RND 2.0"' MR,Y. FOR PIPE OIR*ETER 24 " AND L ARGER. S. k197E19 SHAL L NOT BE PERRI TTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED Vjr711 BELL FACING U0519Z9# TO THE DIRECTION OF THE FL OL/. 7, REFER TO SECTION 92.5 OF THE MRNURL FOR 5,41EETIN6 AND BRACING IN EXCAVATIONS. 9, FINAL RESTORRTION IN IMPROVED AREAS SHRL L BE IN COM,0L IRNCE ,,/I TH 19L L 19PPL ICABL E REGUL 9TIONS OF SOVERrVIN6 AGENCIES. SURFACE RESTORATION ,,/1 THIN ORANGE COUNTY RIGHT -OF -,,/19Y SHALL Ca#10Z Y LII TH REQUIREMENTS OF RIGHt-OF-,/AY UTIL IZ19770N REGUL 97ION5 RND ROAD CONSTRUCTION ST'ECIFICRTIONS. TYPE B BEDDING /9N0 TRENCHING 0E71qIL 4119TER MEIN THRUST BL OCA" DETAIL MINIMUM LEN6TH (FT) TO BE RESTRAINED ON ERCH SIDE OF FITTING(S). �* FI TTINGS PIPE SIZE w RRERS (3" MIN. ) (SEE TYPE B TRENCH L/IDTH VARIES z 12„ 161, 291, 241, 39„ 361, 90° BEND FINISHED GRADE CC FINISHED GRADE Z � v LL • 4S° BEND Fpklc ® rn c W LL 00 0 22- I/2 ° BEND • TER MAIN SEE NOTE 4 :: Z CE MAIN .., ... 11-1,,140 BEND W Z PL UG OR 919)9NC11 OF TEE ----I NO 7E5, I. FI TTINGS SHRL L BE RESTRAINED JOINTS UNI ESS 01'11ER41I5E INDICATED. 2. INSTALL FULL LENGTH JOINTS ,VI TH TOTAL LENGTH EOURL TO OR GREATER THAN 511,0M1V IN THE TABL E. 3. //HERE 7410 OR MORE FI TTINGS ARE TOGETHER, LISE FITTING L/HICH YIELDS 6RER7EST LENGTH OF RESTRAINED PIPE. 4. IN L INE VAL VES RMV 7H19006H 1901V OF TEES OUTSIDE L IMI TS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRRINEO UNL ESS OTHERWSE INDICATED. S. LENGTHS SHOL1N IN THE TABLE HAVE 9FEN CRL CUL ATED IN ACCORDANCE L/I717' THE PROCEOURE OU7L iNEO IN "THRUST RESTRAINT DESIGN FOR OUCTIL E IRON PIPE" RS PURL 15HEO BY 01,01919, W TH THE FOL L OLIIN6 ASSUMPTIONS, Li019KIN6 PRESSURE, P. S. I. # SOIL DESIGNATION, # L RYIN6 CONDI TION, # 6. FOR PIPE ENC195EO IN POL YETHI'L ENE, USE VRL UES GI VEN IN PARENTHESES OR INCREASE THE GIVEN VAL OE BY R FACTOR OF J.S. 4' FER CITY DF OCOE9-7 3QECIFICATIDN5. RTER lyfi'IN RESTR/91NE0 PIPE T/9BL E CROLW TRENCH IN UNIMPROVED W co �i0000 w RRERS (3" MIN. ) (SEE TYPE B TRENCH L/IDTH VARIES z STRRP (7L/O METALLIC L OCRTING HIRE 9E00IN6 RND T19EN0.1IN6 DETAIL V/ SIZE OF PIPE OD 2 j F019 OTHER RESTORATION.) FINISHED GRADE CC FINISHED GRADE Z � v LL • Fpklc ® rn c W LL 00 0 • TER MAIN SEE NOTE 4 :: Z CE MAIN COMMON FILL " Q PIPE 0.0.•::: I D SEL ECT CO, WA FIL L - BEDDING ROCK IDIRE//7.7. ♦ -s OEN5I7Y RS PER AASHTO T-180. 3. USE OF TYPE 19 BEDDING TO BE OETERMINEO IN THE FIEIO AS DIRECTED BY THE COUNTY. 4. (*)./ 15" MAXIMUM FOR PIPE D119Aof-7ER L ESS THAN 24 ", RMV 24 " MAXIMUM FOR PIPE DIAMETER 24 " RND L RRGER. S. ,,/R7ER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. RLL PIPE TO BE INSTALLED L/I TH BELL FACING U057R69V TO THE DIRECTION OF FL 0,,/. 7. REFER TO SECTION 32. S OF THE MANUAL FOR SHEETING RMV BR19CIN6 IN EXCRVATIONS. 8. 6RRVI TY SE!IZ-RS SHAL L UTIL IZE TYPE A BEDDING, IF REOUIREO BY THE COUNTY. BEDDING DEPTH SH191 L BE 4 " MINIMUM FOR PIPE DIAMETER L ESS THAN 15-", RND 6"' MINIMUM FOR PIPE DIAMETER 16" RND L 19RGER. 9. DEPTH FOR RE*OVRL OF UNSUI TABLE *RTERIRL SHRL L GOVERN OE107H OF BEDDING ROCK BEL O,,/ THE PIPE. COUNTY SHRL L DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE 1W19TERI19L TO RERCH SUI TABLE FOUNOWTION. TYPE A BEDDING RND . TRENCHING DETAIL F--- METAL L IC L OCRTING DIRE NOTES, I. PVC PIPE SHRL L REQUIRE INSUL ATED METRL L IC L OC/9TIN6 LiIRE ( 14 GAUGE COPPER) CAPRBL E OF DETECTION BY R CRBL E L OC197019 RMV SHAL L .96- BURIED DIAECTZ Y ABOVE THE CENTERL INE OF THE PIPE, 2. L 0C19TIN6 DIRE SHAL L TER*INRTE RT THE TOP OF EACH VRL VE BOX RND BE CAPRBL E OF EX1-ENDIN6 12 " ABOVE TOP OF BOX IN SUCH A *RNNE.9 SO RS NOT TO INTERFERE ,,/I TH VAL VE OPERATION. 3. USE DUCT TAPE RS NECESSARY TO NOLO LIRE DIREC7L Y ON THE TOP OF THE PIPE. PVC PIPE L OCRHTING DIRE DETAIL �l 41X411X I/2 BERRIN6 PL RTE (Trp. J # BRRS - UNDISTURBED EARTH - ENCASE TIE RODS IN I - I/2 " PVC SL EEVE 4 " - #4 BRRS RL L RROUNO Q4 _ • I' (MIN. 2" CL ERRRNCE AROUND PIPE.) " a 6 " MIN. ( TYP, l TIE RODS INCL UDING NUTS )9ND M119SHERS C (6 " MIN. J (SEE SCIIEOUL E BEL Oil) �-- *ECHRNICAL JOINTS MIN. J - 3" COVER NOTES, I. RDDI TIONAL REINFORCEMENTS SHAL L BE 195 SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SN19LL BE 250® PSI, 3. BEDDING, BACKFILL, RND COMPACTION SHALL BE RS SPECIFIED EL SE,/HERE IN THE 5719NO19RO OR19,,/IN65. 4. ALL FORM BOARDS SHALL 9c REMOVED PRIOR TO BACKFILL . S. NO RL L OL/RNCE SHRL L BE *RDE FOR FRICTION BET,/EEN THE PIPE L119L L RND 71 -IE THRUST COL L RR. 6. DESIGN PRESSURE, P. S. I. # SEE TRENCH DETAIL S FOR PIPE BEDDIN6 REOUIREMENTS SCHEDULE OF -DIMENSIONS AND MATERIALS. W co �i0000 w �> z STRRP (7L/O a cn cc W OD 2 j W . - - - - - CC N Z LL O ® rn c Y LL 00 0 • N LL 0 .., ... W Z ----I NATER JyRIN THRUST COL L RR OETRIL FINISHED GRADE CONCRETE BL OCA' OR BRICK ANO *01971919 L1RL L FIL L INC AT BOTH ENDS RESTRAINED JOINT DUCTILE - - IRON PIPE 61, (MIN. J STEEL CASING PIPE DUCTILE IRON PIPE a fn ?z z - w w a- 3� u 00 W 0 0 1 00 W co m w �> z STRRP (7L/O a cn cc W OD 2 j W . - - - - - CC N Z LL O ® rn c Y LL 00 0 • N LL 0 36 " MIN. (SEE 4) COVER /" STRINL ESS STEEL BANDING m w W a e-- VENT HOLE STRRP (7L/O a a < 2 j U) . - - - - - CC N Z LL O c Y LL 0 0 • CL LL 0 .., ... W Z O Q ® z Lai :D z ULJQ W _ ®'� O� w w N (3 w 0 0 36 " MIN. (SEE 4) COVER /" STRINL ESS STEEL BANDING d z a e-- VENT HOLE STRRP (7L/O a < PER SET OF j . - - - - - SKIDS MINIMUM) CDz 0 LL ..m TREATED FOOD J SKIDS 197' IB ' MINIMUM 5PRCIN6 (SEE NOTE 2) 4" x 4" x 4'-6" I" 57RINLE55 L ON6 TREATED L,OOD STEEL 919NOIN6 SKIDS (SEE NOTE 3) STRAP yso I 450 NO7ESr I. ,,/HEN CONSTRUCTION IS ,III THIN FOOT JURISOICTION, RDDI TIONRL REQUIREMENTS OF THE UTILITY ACCOMODATION 661IOE SHALL 9F MET. 2. 6R5IN6 SPACERS, RS SPECIFIED t/V SECTION 33, 4. 4. OF THE MRNURL , MAI' BE REOUIRED BY THE COUNTY OR MRY BE SUBSTITUTED IN L IEU OF L'OOD SKIDS ANO 2919NOIN6 STRAP. 3. LARGER SKIDS SHALL BE REQUIRED FOR PIPE GREATER 7H19N 24" OIR*E7ER. 4. ,,/HERE-R19C7ICRZ , CRSING SHALL EXTEND /0' BEYONO EDGE OF PAVEMENT RND SHRL L NOT BE LESS THAN 67' BEYOND EDGE OF PAVEMENT IN ANY CRSE. THE COUNTY MRY REQUIRE LONGER CRSING FOR DEEPER BORES, BORING ANDIRCA"ING DETAIL (FIG. I06J 7 /r a < 0 0 LL ..m LL 0 0 • CL LL 0 .., ... H I 100 I Ar-q— M COURT UNDERDRAIN CENTERLINE 24" ASPHALTIC CONCRETE ° .. a •• a •• e a a ° a 12 OVERLAP. CLEAN FINE SAND BACKFILL SOIL—CEMENT- (LESS OIL—CEMENT(LESS THAN 5% PASSING U.S. BASE 200 SIEVE) fDOT 902.4 FILTER SAND 36" FILTER SAND SHALL BE ENTIRELY WRAPPED WITH MIRAFI 140N OR APPROVED EQUAL 6:c: S" INVERT EL. 6" DIA. FULLY PERFORATED i 18„ " A.D.S. PIPE WITH FABRIC SOCK ® * NOTE UNDERDRAIN PIPE INVERT SHALL BE PLACED 36 INCHES BELOW TOP OF PAVEMENT AT CURB LINE / LOCATION OF PROrUZ)tU UNUtKUKAIN klTr.) JIM• LV -1 -JV PROFESSIONAL CENTER BOULEVARD NOTES: UNDERDRAIN INSTALLATION 50'H 5'V THE ROADWAY UNDERDRAIN SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING GUIDELINES AND PROCEDURES. 12" x 12" x 6" CLEAN OUT PLUG CONCRETE PAD 1. ALL INSTALLATION PROCEDURES, PRACTICES AND MATERIALS ARE TO CONFORM WITH THE REQUIREMENTS OF THE EXISTING GRADE CITY OF OCOEE AND AS PRESENTED HEREIN. 2. THE CONTRACTOR SHALL SUBMIT REPRESENTATIVE SAMPLES OF ALL AGGREGATE AND BACK—FILL TO THE GEOTECHNICAL ENGINEER, MICHAEL D. SIMS & ASSOCIATES, INC., FOR APPROVAL PRIOR TO USE ON THE JOB. �---- RISER AS REQUIRED 3. A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL BE ON—SITE DURING INSTALLATION OF THE UNDERDRAIN SYSTEM TO VERIFY THE LENGTH AND PLACEMENT OF UNDERDRAINS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER'S 4s' BEND --�- s" PVC OFFICE 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION. 4. ANY CONFLICTS WITH EXISTING OR PROPOSED UTILITIES SHOULD BE BROUGHT TO THE ATTENTION OF THE GEOTECHNICAL 45' BEND AT TERMINUS CLEANOUT ENGINEER. WHERE NECESSARY TO VARY UNDERDRAIN LOCATIONS TO AVOID CONFLICTS WITH OTHER UTILITIES, THE UNDERDRAIN SHOULD BE ROUTED UNDER THE CONFLICTING UTILITIES. WYE AT IN-LINE CLEANOUT UNDERDRAIN CLEANOUT DETAIL NTS Douglbs C Llftvcaish., P.E. Florida-Rsgial; Uoin Wo. 39585 UNDERDRAIN RECOMMENDATION CITY OF OCOEE Michael D. Sims & Associates, Inc. M MAP Consulting Engineers in the Earth Sciences, Geotechnology, =&%V##AM=M Hydrogeology and Construction Materials Testing DRAWN BHP APPROVED DJY SCALE NOTED DATE 4-27-93 SHEET G-1 JOB NO. 89-106.42C