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Home My WebLink AboutVII(B) Merideth Retail Office Small Scale Site Plan Waivers SS-2003-013 Agenda 05-04-04 Item VII B „eCentet of Good Ltv 10- Mayor 4071-7- d' Commissioners S. Scott Vandergrift Danny Howell, District 1 Scott Anderson, District 2 Interim City Manager - — Rusty Johnson, District 3 V. Eugene Williford IIINancy J. Parker, District 4 STAFF REPORT DATE: April 23, 2004 TO: The Honorable Mayor and City Commissioners FROM: Thomas Grimms, AICP, Senior Planno THROUGH: Russ Wagner, AICP, Community Development Director L gy3 SUBJECT: Merideth Retail Office Small Scale Site Plan Waiver Requests Project#SS-2003-013 ISSUE: Should the Mayor and City Commissioners grant a seven (7) waivers for the Merideth Retail Office Small Scale Site Plan related to building setbacks, access driveway separation, radii for entrances, 25-foot landscape buffer, number of free-standing signs. BACKGROUND: The proposed Merideth Retail Office building will be a one story, 5,500 square feet retail (3,500 sq. ft.) and office (2,000 sq. ft.) building. The site is located at the southeast quadrant of the intersection of State Road 50 and Old Winter Garden Road, on a 0.95 acre parcel. The site will have primary access from Central Commerce Lane. DISCUSSION OF WAIVER REQUESTS: These seven (7) waiver requests are made by the applicant claiming difficulties due to the shape and size of the parcel. Waiver#1 - Request from Minimum Building Setback on Old Winter Garden Road: A waiver request has been made to reduce the building setback requirement from an arterial road (Old Winter Garden Road) from 50 feet to 27 feet from the edge of the existing right-of-way and to 15 feet from the edged of the future widened right-of-way. Waiver#2 - Request from Minimum Building Setback on Central Commerce Lane: A waiver request has been made to reduce the building setback requirement from a local street (Central Commerce Lane) from 25 feet to 15 feet from the edge of the right-of- way. Waiver # 3 - Request from Number of Access Driveways within 300 Feet for a Local Street: A waiver request has been made to allow two (2) access driveways less than 300 feet apart (approximately 100 feet apart)on Central Commerce lane, a local street. Waiver # 4 - Request from Minimum Distance Between Access Driveway and Arterial Intersection: A waiver request has been made to allow a reduction in the required minimum distance of 350 feet between an access driveway and an arterial roadway intersections. Both access driveways serving the parcel are less than 350 feet. The north entrance is 85 feet from State Road 50 and the south entrance is 163 feet from Old Winter Garden Road. Waiver#5- Request from 40-foot Radii Required for Access driveway: A waiver request has been made to allow a reduction in the required access driveway radii from 40 feet to 25 feet for both entrances. Waiver#6 - Request from Minimum 25-foot landscape Buffer Along Primary Streets: A waiver request has been made to allow a reduction in the required minimum 25-foot landscape buffer along State Road 50 and along Old Winter Garden Road to 15 feet at the retention pond edge only, to allow for sodded pond slopes to encroach into the buffer. Waiver#7- Request from Maximum of One (1) Free-Standing Sign per Lot: A waiver request has been made to allow two (2)free-standing signs for this site instead of one (1)free-standing sign normally allowed per lot. JUSTIFICATION FOR GRANTING WAIVERS: To justify all of the waivers, the applicant has indicated that he is dedicating to the City the 12 feet of additional road right-of-way for future road widening along Old Winter Garden Road and 25-foot radii at the intersections of S.R. 50 and Old Winter Garden Road and Old Winter Garden Road and Central Commerce Lane. Staff supports granting all seven (7)waivers, with the understanding that the additional road right-of-way is being dedicated to the City of Ocoee as an offsetting public benefit without impact fee credit of any kind. STAFF RECOMMENDATION: Staff recommends that the Mayor and City Commissoners grant to the applicant the seven (7) waivers for the Merideth Retail Office Small Scale Site Plan, subject to dedication of the additional road right-of-way with no impact fee credit. Attachments: Small Scale Site Plan of Merideth Office/Retail O:\Staff Reports\2004\SR04030 CC.doc I WAIVER TABLE (C-2) COE 5ECION CODE STANDARD ARTICLE IV MINIMUM BALDING DEM, AnK PART F5 (M.3) FRCA1 ASPIRIN. STREET 15 FOR BOM WIRANCES M FEET. ARO= IV MINIMUM BUILDING SETBACK PART 4-5 (M.3) mm LOCAL STREET Is As DRYTIINO PUBUC 8.mt. 25 FEET. ARPOE IV NUMBER CS ACCESS DRII£WA15 PART 4-5 (M.4) SERVING CONWERq& WIN &CNG PRIMARY STREETS FROTTAGE W LESS IHM SFEET RDNT-OF-WAY ON OLD WNM GARDEN ROAD AS OFTSEIMG MGM RMEJIT. IS MAMIiWI OF I FOR A LOCAL a STREET. ARTICLE IV ACCESS DRIVEWAYS MUST BE PART 4-5 (M.4) SEPARATED FEW MISTRIAL OWNER DEDICATING 12 FEET OF ADDITION& ROADWAY INIERSECTONS BY SIGN PER INDMISUAL LOT. 35G RET MINIMUM. THE SETR K AIMS OLD TANNER GARDEN ROAD IS 27 FEET FRON FWWG ROW ANG 15' FROU PROPOSED ROW. THE SETBACK ALONG CENTRAL COMMERCE LANE Is 15 FEET. PROPOEND TWO MCESS Dfll t AYs NOW 0EVTR& CWMERCE LANE GENERAL NOTES CONTE, 12. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET COVER UNLESS OTHERWISE NOTED ON PLANS. 13. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY STRIPING, TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES; LATEST EDITION, AND THE LATEST FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY DESIGN STANDARDS." 14. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE JURISDICTIONAL AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. 15. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 600 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. 16. REFER TO FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS FOR THE FOLLOWING: A. SILT FENCE (INDEX NO. 102) B. TYPE C INLET (INDEX NO. 232) C. TYPE F CURB (INDEX NO. 300) D. CURB TRANSITION (INDEX NO. 300) E. CURB RAMP (INDEX NO. 304) F. CROSSWALK, STOP BAR (INDEX NO. 17346) G. PAVEMENT ARROWS (INDEX NO. 17346) 17. THIS PROJECT IS IN FLOOD ZONE "X" PER FEMA FIRM PANEL # 120185 0220 E. PARKING DATA: BASIS: 2000 OFFICE SOF - 8 SPACES 3500 RETAIL SOP - 17.5 SPACES TOTAL REQUIRED - 26 SPACES REGURI AR ACCESSIBLE TOTAL REQUIRED: 24 2 26 SPACES PROVIDED: 24 2 26 SPACES SITE PLAN INFORMATION: INTENDED USE: RETAIL/OFFICE ZONING: C-2 USE RESTRICTIONS FUTURE LAND USE: COMMERCIAL TOTAL SITE AREA: 41,578 SF / 0.95 AC (100.0%) IMPERVIOUS AREA: 18,831 SF / 0.43 AC (45.3%) OPEN SPACE: 22,747 SF / 0.52 AC (54.7%) SCS SOILS DESIGNATION: TAVARES (A) CANER DEdCATNC 12 RET OF AODNICNAL RICHT-CF-WAY ON OLD WINNER GARDEN ROM AS OFFSETTING PUBLIC BENEFIT. ONNFA DENCAPNG 12 FEET OF OPTIMAL RICHT-OF-WAY ON OLD WNTER GARDEN ROM M OFFSETTING MOLD BENEFIT. OWNER DENCATING 12 FEET OF MDIRCN& RICHT-CF-WAY M CLD WN1EN FR GARDROM AS CiFSETBNG PUBUG BERET.. 0 N 0 STATE ROAD 50 ARTICLE N 40 FOOT RADII REWIRED ''i fC^! NADH PROPOSED DOM DEDICATING 12 FEET Of ADMIONAL PART 6-3 (0.2) FOR BOM WIRANCES '.R 30M ENTRANCES RIGHT-OF-WAY ON OD WRIER DANGER ROAD As DRYTIINO PUBUC 8.mt. MNO.E N 25 FOOT VNOOPPE BUFFER Pf+YJCZ BUFFER TO 17 FOOT MIN. OVMER OMFCATND 12 FEET OF ADgTIX1AL ORDINANCE 99-23 &CNG PRIMARY STREETS Ki .. E RETENTION POND ONLY TO AILJW FOR .."FWD SLOPES RDNT-OF-WAY ON OLD WNM GARDEN ROAD AS OFTSEIMG MGM RMEJIT. a TO M(nkO CN I m BUFFER. ARTICLE NII ONLY ME (1) FREE STMGNG TNO (2) FREE STANDING SN.YFS OWNER DEDICATING 12 FEET OF ADDITION& ORDNANCE 99-23 SIGN PER INDMISUAL LOT. RIGHT -CF -WAY OR CTD WRIER GMOEN ROAD AS OFFEIETMD PUBUC BENEFIT. m � s -6 CON CONCWALK !NE N899601'P 60(�'(P) N89 -35-0 2M 260.01'(W i C, 1 J 9Xil PARKING _. WAGES (1YP. Or'III)-� .. -• • ADDITIONAL BE DEDICATED E O GHT INAFOCCEE pV t' 10 7j� J3y ? C-3 q� o� In BUILDING DATA: N» TOTAL HEIGHT: 22' GROSS AREA: 5,500—SF (13.2% OF TOTAL SITE AREA) NUMBER OF STORIES: ONE—STORY SETBACKS: REQUIRED PROVIDED FRONT (N) 50' 78' SIDE (E) 25' 15 PROPOSED SIDE (W) 50' 27' PROPOSED REAR (S) 25' 85' DRAINAGE DATA: SITE PERMITTED UNDER SJRWMD PERMIT NO. 42-095-1347 ALLOWABLE IMPERVIOUS: 70% (29,105 SF) DESIGN IMPERVIOUS: 45.37. (18,831 SF) RETENTION REQUIREMENTS PER PERMIT IS 3" OVER IMPERVIOUS WHICH IS 4708 CF. VOLUME PROVIDED - 5205 CF. DETENTION REQUIREMENTS PRONGED IN THE MASTER STORM SYSTEM. 5,500 -SF TOTAL -- OFFICE/ COMM./ ELECRO0J 'u RETAIL PANEL „ i) COMM./mod Ol R I; (REFER To :. C FOR UR NI PLANS FOR BURNING cPiii m o w GRAPHIC SCALE w 20 E ) l Imb � 20 M1 GENERAL NOTES /. CONTRACTOR SHALL CC CIN WALL OCCUR IN ACCORDANCE WITH THE CONVEYANCE OF RIGHT-OF-WAY INFORMATION ON SHEET C400. 401 W=aIX W. SITE G ..,FLWD4A 2. RIEFIKK<E 97,425959 FLC4MRE'7A,".060 E 'i 6 misbn dexilpNai dale m �1Y�)I1� m/2G/bV ary v ocaE DNGDm ® aumlls Warm by. SGW iliI,a db, JAK dale: .1/o6/o4 plus caic i=ao' pmlat numbe+: o3NERPvu1 Fda �am� ELEVAnoETs COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS. ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO TO (T COORDINATE FULLY WITH UTILITY COMPANIES ON J EXACT LOCATION OF UNDERGROUND UTIUTIES AND a ANY UnUTY ADJUSTMENT REQUIRED. U'IIUTY COMPANIES SHALL BE NOTIFIED A MINIMUM OF THREE WORKING DAYS PRIOR TO EXCAVATION . Go' C 2 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE DEPICTED FROM ACTUAL FIELD 4) a MEASUREMENTS AND/OR DERIVED FROM RECORD ' CONCH m U - "T`' DRAWINGS. IT IS THE CONTRACTOR'S I7 RESPONSIBILITY TO CONFIRM THE LOCATION OF EXISTING UTILITIES TO DETERMINE IF THERE ARE I ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO COORDINATE WITH THE y UTILITY OWNERS TO RESOLVE THESE CONFLICTS. ¢ W U 3. THE SUBSURFACE INFORMATION FOR THIS PROJECT WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. INFORMATION SHOWN, INCLUDING WATER LEVELS, REPRESENTS EXISTING CONDITIONS AT THE SPECIFIC BORING LOCATIONS AT THE TIME THE BORINGS WERE MADE. 4. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH P F , IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, IN WRITING, WITHIN 48 HOURS OF -CROSSWAIX - DISCOVERY. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO SUCH DIFFERING K _ CENTRAL �.Og CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO PROVIDE THE WRITTEN NOTIFICATION. -„' _ 5. ALL MATERIALS, INSTALLATION AND TESTING SHALL PARKWAY IN ACCORDANCE WIN CITY OF OCOEE AND FLORIDA DEPARTMENT OF TRANSPORTATION FLORIDA STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE e CONSTRUCTION. WHERE THE SPECIFICAnONS CONFLICT. THE MORE STRINGENT SPECIFICAnON 'EMPLOYE PARKING ONLY SIGN I B. SHALL APPLY. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT f, ADJACENT STRUCTURES AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND SHORING SHALL BE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR. / 7. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 8. ALL DEBRIS AND WASTE MATERIALS GENERATED BY OEMOUTION OR SUBSEQUENT CONSTRUCTION If SHALL BE DISPOSED OFF-SITE IN A LEGAL MAA NNER AT AN APPROVED DISPOSAL LEGAL OW FACILITY. THE CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED FOR DEMOUTION, AND ALL CONSTRUCTION WORK AND HAULING WASTE MATERIAL ALL ASSOCIATED COSTS AND PERMIT 0 FEES SHALL BE THE RESPONSIBILITY OF THE 1 e.er',Fer. CONTRACTOR. .. •. 9. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF }Ur1 P CONSTRUCTION, IS TO BE PROTECTED. IF A o CORNER MONUMENT S IN DANGER OF BEING I ALTERED AND HAS NOT YET BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE / C_2 ARCHITECT DELAY. 10. VALUE COORDINATE VALUES ARE BASED ON A LOCAL COORDINATE GRID ESTABLISHED BY THE SURVEY. 11. ALL REFERENCES TO PROPOSED CONS1RUCnON CIN WALL OCCUR IN ACCORDANCE WITH THE CONVEYANCE OF RIGHT-OF-WAY INFORMATION ON SHEET C400. 401 W=aIX W. SITE G ..,FLWD4A 2. RIEFIKK<E 97,425959 FLC4MRE'7A,".060 E 'i 6 misbn dexilpNai dale m �1Y�)I1� m/2G/bV ary v ocaE DNGDm ® aumlls Warm by. SGW iliI,a db, JAK dale: .1/o6/o4 plus caic i=ao' pmlat numbe+: o3NERPvu1 Fda �am� ELEVAnoETs STATE ROAD 50 r \\ \q- NV 120.70 SLOPE TO MATCH EXIST > HDPE O 0.25 fZ•o h GRADE O 5:1 MAK / D —0S'30 11 TOP FINV N -1237Q\ \ HOPE 010.. f NW INV 120T7-\ `t "'.,. S INV. = 120.7'/ v'2o 1 D MAIL, o� 3 TOP INV. = 124.2- NW INV.= 120.90 '1 \ 1f S. INV. ®120.62 T• MATCH EXISTING S/W GRADE \O� CONVEYANCE OF RIGHT-OF-WAY: ® YAIHIN THAN THE DAIS OF APPROVAL CP A FINAL SITE PUN FOR ALL CR A PORTION OF THE 9Xtt (60) DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING THE SAME, OUT IN NIT EVENT VIER T PROPERTY, THE OWNER SHALL DEDICATE AND CONVEY TO THE CITY TWELVE (12) FEET OF LAND LYINO ADJACENT AND CONTIGUOUS TO, AND ALONG THE ENTIRE LENGTH OF THE PROPERTYS FRONTAGE ON THE EXISTING RIGHT-OF-WAY FOR OLD WINTER GAROEN ROAD INCLUDING TWENTY-BVE (25) FEET RADII AT THE INTERSECTION OF STATE ROAD 50 AND CENTRAL COMMERCE UNE TO ALLOW FOR SIXTY (60) FEET OF RIGHT-OF-WAY FROM TO IMPROVEMENTS ME TO cau/ dna plian q \ S. m�elv�ITs� 03M/w . r • r CONNECT TO EXISnNG STORM — I IN AT Us 25 OP124. vz syDR V INV= 1211 •\ W INV. 121.04 ILL (P) . SS IOP WEIR =17229] W, INS=1216. SE INV = .: REFER TO DEETAIL TAIL NR99 + - 2611OL'tY0 '• ac I f 602 :PM V 6 124.V ,Y GRI '. 23.00 � \\5` CRAG AT 5:1 MAX 12200 O y J e \ 11 12100 INV = 120./9 u 1, 120,70 t.../.�1 -.. ...an r \\ \q- NV 120.70 SLOPE TO MATCH EXIST > HDPE O 0.25 fZ•o h GRADE O 5:1 MAK / D —0S'30 11 TOP FINV N -1237Q\ \ HOPE 010.. f NW INV 120T7-\ `t "'.,. S INV. = 120.7'/ v'2o 1 D MAIL, o� 3 TOP INV. = 124.2- NW INV.= 120.90 '1 \ 1f S. INV. ®120.62 T• MATCH EXISTING S/W GRADE \O� CONVEYANCE OF RIGHT-OF-WAY: ® YAIHIN THAN THE DAIS OF APPROVAL CP A FINAL SITE PUN FOR ALL CR A PORTION OF THE 9Xtt (60) DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING THE SAME, OUT IN NIT EVENT VIER T PROPERTY, THE OWNER SHALL DEDICATE AND CONVEY TO THE CITY TWELVE (12) FEET OF LAND LYINO ADJACENT AND CONTIGUOUS TO, AND ALONG THE ENTIRE LENGTH OF THE PROPERTYS FRONTAGE ON THE EXISTING RIGHT-OF-WAY FOR OLD WINTER GAROEN ROAD INCLUDING TWENTY-BVE (25) FEET RADII AT THE INTERSECTION OF STATE ROAD 50 AND CENTRAL COMMERCE UNE TO ALLOW FOR SIXTY (60) FEET OF RIGHT-OF-WAY FROM TO IMPROVEMENTS ME TO cau/ dna plian reue. \ S. m�elv�ITs� 03M/w \ � \ O w/22/w i CONNECT TO EXISnNG STORM — E Ot16.25 ' HOP - IN AT Us 25 OP124. vz syDR V INV= 1211 •\ W INV. 121.04 ILL INLE77Tgg S-0 TYPE ETOP IOP WEIR =17229] W, INS=1216. SE INV = REFER TO DEETAIL TAIL SHEET C002 I Q i It" " - GRAPHIC SCALE I M ImE = 20 20 R GRADING AND DRAINAGE NOTES 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO SPECIFICATIONS CONTAINED IN THE PROJECT GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS, AND SPECIFICATION SECTIONS 02110 AND 02200. 2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 3. ALL GRADES SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED GRADES UNLESS INDICATED OTHERWISE. 4. INLET AND MANHOLE ELEVATIONS ARE TOP OF RIM. 5. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED WITH SOD PER PROJECT SPECIFICATIONS UNLESS NOTED OTHERWISE THE CONTRACTOR SHALL MAINTAIN ALL AREAS UNTIL FINAL ACCEPTANCE. 6. CONTRACTOR SHALL CONFIRM EXACT LOCATION OF ALL TIE—INS TO ROOF DRAINAGE PIPING PRIOR TO INSTALLATION OF ROOF PIPING AND ASSOCIATED FITTINGS. 7. WRAPPED JOINTS SHALL BE PROVIDED FOR ALL STORMWATER PIPE JOINTS AND WHERE ANY CONCRETE PIPE ENTERS OR LEAVES A STRUCTURE. JOINTS SHALL BE WRAPPED WITH WOVEN OR NON—WOVEN FILTER FABRIC WHICH PROVIDES AN AOS OF A NO. 70 TO NO. 100 SIEVE, A MINIMUM OF 24 INCHES IN 'MOTH AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES. SECURE FILTER FABRIC AGAINST THE OUTSIDE OF THE PIPE BY STEEL OR PLASTIC STRAPPING, OR BY OTHER METHODS APPROVED BY THE CITY OF OCOEE. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF FOOT INDEX NO. 199 FOR CLASS D GEOTEXTRES. 1' A PROJECT AREA DATA: TOTAL SITE AREA: 41,578 SF / 0.95 AC (100.09.) OPEN SPACE: 22,747 SF / 0.52 AC (54.7%) SCS SOILS DESIGNATION: TAVARES (A) V SIZE PERMITTED UNDER SJRWMD PERMIT N0. 42-095-1347 ALLOWABLE IMPERVIOUS: 709. (29,105 SF) 1 DESIGN IMPERVIOUS 45.39. (18,831 SF) \ RETENTION REQUIREMENTS PER PERMIT IS 3' OVER IMPERVIOUS WHICH IS 4708 CF VOLUME PROVIDED 4752 CF. DETENTION REQUIREMENTS PROVIDED IN THE MASTER STORM SYSTEM. d01' W. ROi Z2. R1 NNg1941.59W iIIF MLE d0].dd).59W iFCAM1lE 407d41.$9lA m. R m i.o dna plian d. m m�elv�ITs� 03M/w \ m=WE0FOOOE w/22/w i CONNECT TO EXISnNG STORM — E Ot16.25 ' HOP - IN AT Us 25 CENTRAL COMMERCE vz syDR PARKWAY ILL r, -�.I I Q I,l V 6 i1 E � CRAG AT 5:1 MAX O y J e Y u U GRAPHIC SCALE I M ImE = 20 20 R GRADING AND DRAINAGE NOTES 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO SPECIFICATIONS CONTAINED IN THE PROJECT GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS, AND SPECIFICATION SECTIONS 02110 AND 02200. 2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 3. ALL GRADES SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED GRADES UNLESS INDICATED OTHERWISE. 4. INLET AND MANHOLE ELEVATIONS ARE TOP OF RIM. 5. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED WITH SOD PER PROJECT SPECIFICATIONS UNLESS NOTED OTHERWISE THE CONTRACTOR SHALL MAINTAIN ALL AREAS UNTIL FINAL ACCEPTANCE. 6. CONTRACTOR SHALL CONFIRM EXACT LOCATION OF ALL TIE—INS TO ROOF DRAINAGE PIPING PRIOR TO INSTALLATION OF ROOF PIPING AND ASSOCIATED FITTINGS. 7. WRAPPED JOINTS SHALL BE PROVIDED FOR ALL STORMWATER PIPE JOINTS AND WHERE ANY CONCRETE PIPE ENTERS OR LEAVES A STRUCTURE. JOINTS SHALL BE WRAPPED WITH WOVEN OR NON—WOVEN FILTER FABRIC WHICH PROVIDES AN AOS OF A NO. 70 TO NO. 100 SIEVE, A MINIMUM OF 24 INCHES IN 'MOTH AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES. SECURE FILTER FABRIC AGAINST THE OUTSIDE OF THE PIPE BY STEEL OR PLASTIC STRAPPING, OR BY OTHER METHODS APPROVED BY THE CITY OF OCOEE. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF FOOT INDEX NO. 199 FOR CLASS D GEOTEXTRES. 1' A PROJECT AREA DATA: TOTAL SITE AREA: 41,578 SF / 0.95 AC (100.09.) OPEN SPACE: 22,747 SF / 0.52 AC (54.7%) SCS SOILS DESIGNATION: TAVARES (A) V SIZE PERMITTED UNDER SJRWMD PERMIT N0. 42-095-1347 ALLOWABLE IMPERVIOUS: 709. (29,105 SF) 1 DESIGN IMPERVIOUS 45.39. (18,831 SF) \ RETENTION REQUIREMENTS PER PERMIT IS 3' OVER IMPERVIOUS WHICH IS 4708 CF VOLUME PROVIDED 4752 CF. DETENTION REQUIREMENTS PROVIDED IN THE MASTER STORM SYSTEM. d01' W. ROi Z2. R1 NNg1941.59W iIIF MLE d0].dd).59W iFCAM1lE 407d41.$9lA m. R m i.o dna plian d. m m�elv�ITs� 03M/w \ m=WE0FOOOE w/22/w oyMenwm CONNECT TO EXISnNG STORM — E Ot16.25 ' HOP - IN AT Us 25 CENTRAL COMMERCE vz syDR PARKWAY ILL r, I Q � CRAG AT 5:1 MAX y J e Y GRAPHIC SCALE I M ImE = 20 20 R GRADING AND DRAINAGE NOTES 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO SPECIFICATIONS CONTAINED IN THE PROJECT GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS, AND SPECIFICATION SECTIONS 02110 AND 02200. 2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 3. ALL GRADES SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED GRADES UNLESS INDICATED OTHERWISE. 4. INLET AND MANHOLE ELEVATIONS ARE TOP OF RIM. 5. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED WITH SOD PER PROJECT SPECIFICATIONS UNLESS NOTED OTHERWISE THE CONTRACTOR SHALL MAINTAIN ALL AREAS UNTIL FINAL ACCEPTANCE. 6. CONTRACTOR SHALL CONFIRM EXACT LOCATION OF ALL TIE—INS TO ROOF DRAINAGE PIPING PRIOR TO INSTALLATION OF ROOF PIPING AND ASSOCIATED FITTINGS. 7. WRAPPED JOINTS SHALL BE PROVIDED FOR ALL STORMWATER PIPE JOINTS AND WHERE ANY CONCRETE PIPE ENTERS OR LEAVES A STRUCTURE. JOINTS SHALL BE WRAPPED WITH WOVEN OR NON—WOVEN FILTER FABRIC WHICH PROVIDES AN AOS OF A NO. 70 TO NO. 100 SIEVE, A MINIMUM OF 24 INCHES IN 'MOTH AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES. SECURE FILTER FABRIC AGAINST THE OUTSIDE OF THE PIPE BY STEEL OR PLASTIC STRAPPING, OR BY OTHER METHODS APPROVED BY THE CITY OF OCOEE. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF FOOT INDEX NO. 199 FOR CLASS D GEOTEXTRES. 1' A PROJECT AREA DATA: TOTAL SITE AREA: 41,578 SF / 0.95 AC (100.09.) OPEN SPACE: 22,747 SF / 0.52 AC (54.7%) SCS SOILS DESIGNATION: TAVARES (A) V SIZE PERMITTED UNDER SJRWMD PERMIT N0. 42-095-1347 ALLOWABLE IMPERVIOUS: 709. (29,105 SF) 1 DESIGN IMPERVIOUS 45.39. (18,831 SF) \ RETENTION REQUIREMENTS PER PERMIT IS 3' OVER IMPERVIOUS WHICH IS 4708 CF VOLUME PROVIDED 4752 CF. DETENTION REQUIREMENTS PROVIDED IN THE MASTER STORM SYSTEM. d01' W. ROi Z2. R1 NNg1941.59W iIIF MLE d0].dd).59W iFCAM1lE 407d41.$9lA m. R m i.o dna plian d. m m�elv�ITs� 03M/w ® m=WE0FOOOE w/22/w oyMenwm AM.— EISVATIONS d.,.,q: $G%v eAnked y: JAS date: q/a6/oq plotscalc �=aa' P�nlan naa,xc oyMenwm AM.— EISVATIONS