OCParks_Blanchard_RR_ReBiddingSet.pdf

PDF 17 MB Posted Sep 16, 2022

Attached to: Blanchard Parks Restroom
Solicitation number: Y22-7002-CR
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

The document is a comprehensive set of architectural and engineering design plans for the Blanchard Park Restroom Building project by Orange County Parks, located in Orlando, Florida. The project involves constructing a new restroom facility at Blanchard Park, with detailed plans spanning multiple disciplines including civil, structural, mechanical, electrical, and plumbing systems. The design, prepared by Borrelli Partners and dated March 23, 2022, includes site development, utility plans, foundation details, roof framing, building sections, interior layouts, and specific technical specifications for restroom facilities.

The project documents indicate a total estimated cost of $480,000.00, with bidding set to close on November 3, 2022, through the OpenGov e-Procurement Platform. The restroom building will include separate men's and women's facilities, featuring accessible design elements and comprehensive infrastructure planning. The plans demonstrate a thorough approach to site integration, including erosion control, utility connections, structural design, and compliance with local building codes and accessibility requirements. The design appears to prioritize functionality, durability, and user comfort within a park setting, with careful consideration of environmental and operational constraints.

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File	Type	Posted
Y22-7002_final.pdf	PDF	Sep 16, 2022
OrangeCountyParks_BlanchardPark_ReBidding_Specs.pdf	PDF	Sep 16, 2022

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BEGINNING SET 5/8" IRC "TRAV PT LB 6556" N: 1543693.19 E: 581539.17

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NEW PARKING IMPROVEMENTS BY OTHERS

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BEGINNING SET 5/8" IRC "TRAV PT LB 6556" N: 1543693.19 E: 581539.17

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TO BE RELOCATED BY OWNER

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EXIST. TREE (TYP.) TO BE PROTECTED SEE DETAIL 2/C001

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TO BE REMOVED BY OWNER

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DEMOLITION AND EROSION CONTROL PLAN

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AutoCAD SHX Text SOIL EROSION & SEDIMENTATION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO ORANGE COUNTY AND ST JOHNS ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO ORANGE COUNTY AND ST JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD). 2. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN, CONSTRUCTION. 3. SOIL MATERIALS, SHALL BE CONTAINED, AND NOT ALLOWED TO COLLECT ON ANY OFF-PERIMETER AREAS SOIL MATERIALS, SHALL BE CONTAINED, AND NOT ALLOWED TO COLLECT ON ANY OFF-PERIMETER AREAS OR IN WATERWAYS. THESE INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND POND. 4. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF THESE DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF THESE EFFORTS. ANY NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT DELAY. 5. ALL MUD, DIRT OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING STATE-COUNTY-CITY OR ALL MUD, DIRT OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING STATE-COUNTY-CITY OR PRIVATE ROADS AND FACILITIES FROM THIS SITE, DUE TO CONSTRUCTION SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR/BUILDER. 6. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR ANY PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED WITHIN (15) FIFTEEN CALENDAR DAYS AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. A CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL THE ABOVE REQUIREMENTS HAVE BEEN MET. 7. EXISTING DRAINAGE SYSTEM AND INLETS SHALL BE PROTECTED BY USING FILTER FABRIC PLACED EXISTING DRAINAGE SYSTEM AND INLETS SHALL BE PROTECTED BY USING FILTER FABRIC PLACED AROUND INLETS AND BENEATH GRATES.

AutoCAD SHX Text SITE DEMOLITION NOTES: 1. ALL DEMOLITION AND CONSTRUCTION ACTIVITY WILL BE ACCOMPLISHED IN APPROPRIATE PHASES IN ALL DEMOLITION AND CONSTRUCTION ACTIVITY WILL BE ACCOMPLISHED IN APPROPRIATE PHASES IN ORDER TO KEEP EXISTING FACILITY OPERATIONAL. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES WITHIN THE PROJECT AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES WITHIN THE PROJECT AREA. THE INFORMATION SHOWN HEREIN IS BASED ON TOPOGRAPHIC SURVEY PREPARED BY GEODATA. 3. DISPOSAL OF ALL MATERIAL LEAVING THE SITE WILL BE ON HAUL ROUTES, AND BY METHODS AS DISPOSAL OF ALL MATERIAL LEAVING THE SITE WILL BE ON HAUL ROUTES, AND BY METHODS AS APPROVED BY OWNER. 4. COORDINATE LOCATION OF CONTRACTOR STAGING AREA WITH OWNER CONSTRUCTION REPRESENTATIVE. COORDINATE LOCATION OF CONTRACTOR STAGING AREA WITH OWNER CONSTRUCTION REPRESENTATIVE. 5. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 6. ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION OF THESE ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION OF THESE PLANS WAS PROVIDED BY OC AND GEODATA AND RECORD/AS-BUILT DOCUMENTS FOR THE EXISTING PARK PROVIDED BY OCCP. 7. CONTRACTOR SHALL CLEAN THE CONSTRUCTION AREA OF ALL DEBRIS, AGGREGATES, ETC. ALL WASTE CONTRACTOR SHALL CLEAN THE CONSTRUCTION AREA OF ALL DEBRIS, AGGREGATES, ETC. ALL WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A LEGAL MANNER. 8. CONTRACTOR SHALL PROTECT THE EDGE OF ALL REMAINING PAVEMENT AND HARDSCAPE. DO NOT CONTRACTOR SHALL PROTECT THE EDGE OF ALL REMAINING PAVEMENT AND HARDSCAPE. DO NOT HAUL OVER UNPROTECTED PAVEMENT OR SAWCUT EDGES. 9. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND IMPROVEMENTS PRIOR TO CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. 10. EXISTING SITE MAY CONTAIN ABOVE AND BELOW GROUND IMPROVEMENTS NOT DEPICTED ON THIS EXISTING SITE MAY CONTAIN ABOVE AND BELOW GROUND IMPROVEMENTS NOT DEPICTED ON THIS PLAN. CONTRACTOR SHALL VERIFY SITE CONDITIONS WITH OWNER'S REPRESENTATIVE AND BE RESPONSIBLE FOR REMOVAL OR RELOCATION OF EXISTING IMPROVEMENTS INTERFERING WITH NEW DEVELOPMENT. 11. ALL DISTURBED AREAS WITHIN PROJECT AREA SHALL BE SODDED. ALL DISTURBED AREAS WITHIN PROJECT AREA SHALL BE SODDED. 12. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF PROJECT AREA AND MAINTENANCE OF PEDESTRIAN CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF PROJECT AREA AND MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC. CONTRACTOR SHALL PROVIDE TEMPORARY SIDEWALK ACCESS FOR PEDESTRIAN TRAFFIC AS REQUIRED TO MAINTAIN EXISTING PEDESTRIAN FLOW THROUGHOUT THE SITE.

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LIGHT POLE

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FIRE HYDRANT

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%%UVICINITY MAP

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SCALE: NOT TO SCALE

AutoCAD SHX Text LEGAL DESCRIPTION: PORTION OF BEG SW COR OF NW1/4 OF NW1/4 RUN N 287.08 FT E 610 FT N 44 DEG E 309.54 FT N 84 DEG E 582.66 FT S 24 DEG E 164.83 FT S 82 DEG E 220 FT N 27 DEG E 292.86 FT N 73 DEG E 830.08 FT TO E LINE OF NW1/4 S TO SE COR OF NE1/4 OF NW1/4 W 659.41 FT S 115 FT S 71 DEG W 296.06 FT S 80 DEG W 1049.86 FT W 660 FT N 365 FT TO POB (LESS W 50 FT FOR R/W) IN SEC 17-22-31 & N1/2 OF NE1/4 OF SEC 17-22-31 (LESS PT PLATTED) & BEG NW COR OF SW1/4 OF NW1/4 OF SEC 17-22-31 TH RUN S 696.25 FT N 71 DEG E 697.44 FT N 475.80 FT W 660 FT TO POB (LESS N 365 FT & LESS W 75.02 FT FOR RD R/W) & IN WALKER ROUSE SUB U/120 LOT 7 & S1/2 OF LOT 6 IN SEC 16-22-31 & IN AEIN SUB U/94 LOTS 27 & 28 IN SEC 08-22-31 & IN ROYAL ESTATES SECTION TWO X/119 PT OF LOT 39 DESC AS BEG NW COR LOT 40 TH N 90.01 FT E 85.34 FT S 53 DEG W 49.15 FT S 41 DEG W 31.30 FT S 33 DEG W 44.50 FT TO POB & THAT PART OF 50 FT DRAINAGE R/W LYING IN NE1/4 OF NW1/4 OF SEC 17-22-31 MIN BOOK 67/822 SEE 1380/0004 1390/92 1442/311 2538/1420 5132/0379

AutoCAD SHX Text SURVEYOR'S REPORT: 1. BEARINGS AND COORDINATES SHOWN HEREON ARE RELATIVE TO THE FLORIDA STATE BEARINGS AND COORDINATES SHOWN HEREON ARE RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983/2011 ADJUSTMENT (NAD83/11), ZONE 901, FLORIDA EAST, AS ESTABLISHED FROM FDOT CONTINUOUSLY OPERATING REFERENCE STATIONS, WITH THE BASELINE OF SURVEY HAVING A BEARING OF S88°55'49"E. 2. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AS ESTABLISHED FROM THE FOLLOWING ORANGE COUNTY BENCHMARKS: C1038032 (FOUND 2 1/2" BRASS DISK "C1038032" IN W SIDE OF DROP INLET) AND C1038036 (FOUND SQUARE CUT ON NW WING WALL OF DAM ON N SIDE OF ECON RIVER CANAL). 3. THE LOCATION OF UNDERGROUND UTILITY LINES SHOWN HEREON WERE DETERMINED THE LOCATION OF UNDERGROUND UTILITY LINES SHOWN HEREON WERE DETERMINED BY A CALL SUNSHINE LOCATE REQUEST, TICKET NUMBER 142908539, AND BY EXAMINATION OF SURFACE APPURTENANCES OF SAID UTILITIES.

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SECTION

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SILT FENCE

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PROTECTION AROUND INLETS OR SIMILAR STRUCTURES

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EROSION CONTROL DETAILS

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NTS

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PROJECT LOCATION

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FACSIMILE 407-629-1656

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TELEPHONE 407-629-4288

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1053 N. ORLANDO AVE.

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URBAN DESIGN PLANNING ENGINEERING

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FLORIDA 32751

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MAITLAND

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SUITE 3

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TREE PROTECTION NOTES:

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1. TREES TO BE PRESERVED SHALL SURROUNDED BY 2X4 POSTS AT 8' ON CENTER MAXIMUM. INSTALL 2- 2X4 TREES TO BE PRESERVED SHALL SURROUNDED BY 2X4 POSTS AT 8' ON CENTER MAXIMUM. INSTALL 2- 2X4 RAILS, THE TOP RAIL LOCATED AT A 42" HEIGHT. LOCATE PROTECTION FENCE AT TREE DRIP LINE. A MINIMUM PROTECTION DIAMETER IS 12" WIDTH PER 1" CALIPER OF THE TREE. INSTALL ORANGE CONSTRUCTION FENCE ON TOP OF THE 2X4 FENCING FOR SAFETY. 2. ALL TREE PROTECTION MEASURES SHALL CONFORM TO ALL ORANGE COUNTY LAND DEVELOPMENT REGULATIONS. ALL TREE PROTECTION MEASURES SHALL CONFORM TO ALL ORANGE COUNTY LAND DEVELOPMENT REGULATIONS. 3. DO NOT STORE ANY PETROLEUM PRODUCTS, SOLVENTS, OR ANY CHEMICALS WITHIN THE PROTECTION ZONE. DO NOT STORE ANY PETROLEUM PRODUCTS, SOLVENTS, OR ANY CHEMICALS WITHIN THE PROTECTION ZONE. 4. DO NOT STORE ANY MECHANICAL EQUIPMENT OR GANGBOXES WITHIN THE PROTECTION ZONE. DO NOT STORE ANY MECHANICAL EQUIPMENT OR GANGBOXES WITHIN THE PROTECTION ZONE. 5. DO NOT PARK ANY CONSTRUCTION VEHICLES, TRUCK, FOUR WHEELERS, PROJECT GOLF CARTS, ETC. WITHIN THE DO NOT PARK ANY CONSTRUCTION VEHICLES, TRUCK, FOUR WHEELERS, PROJECT GOLF CARTS, ETC. WITHIN THE PROTECTION ZONE. 6. DO NOT THROW TRASH INTO OR STORE TRASH RECEPTACLES WITHIN THE TREE PROTECTION ZONE. DO NOT THROW TRASH INTO OR STORE TRASH RECEPTACLES WITHIN THE TREE PROTECTION ZONE. 7. THE PROTECTION ZONE SHALL NOT BE USED AS A LUNCHEON AREA FOR ANY CONSTRUCTION WORKERS ON THE THE PROTECTION ZONE SHALL NOT BE USED AS A LUNCHEON AREA FOR ANY CONSTRUCTION WORKERS ON THE JOB SITE. 8. DO NOT STORE ANY PORT-O-LETS OR TEMPORARY ONSITE RESTROOM FACILITIES WITHIN THE PROTECTION ZONE.DO NOT STORE ANY PORT-O-LETS OR TEMPORARY ONSITE RESTROOM FACILITIES WITHIN THE PROTECTION ZONE.

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PLAN

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2X4 RAILS (2) FOR FENCE, 42" HEIGHT MIN.

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AutoCAD SHX Text TEMPORARY EROSION CONTROL MEASURES: 1. FILTER FABRIC BARRIERS SHALL BE USED AT THE PERIMETER / LIMITS OF THE PROPOSED FILTER FABRIC BARRIERS SHALL BE USED AT THE PERIMETER / LIMITS OF THE PROPOSED CONSTRUCTION TO PREVENT SEDIMENTATION FROM LEAVING THE PROJECT BOUNDARIES OR DISCHARGE INTO OFF SITE DRAINAGE FACILITIES. 2. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL STOCKPILE IN SUCH A MANNER AS TO DIRECT STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL STOCKPILE IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY. 3. INLET PROTECTION: ALL INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT STORM INLET PROTECTION: ALL INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT STORM RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 4. TEMPORARY SEEDING AND MULCHING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE TEMPORARY SEEDING AND MULCHING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN 7 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WHILE NOT LATTER COMPETE WITH THE PERMANENT GRASSING. SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH "C" ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. 5. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WHERE ORIGINALLY DESIGNED AND CONSTRUCTED. 6. THE EXTENT OF EROSION PROTECTION MEASURES SHOWN ARE THE MINIMUM REQUIRED. CONTRACTOR THE EXTENT OF EROSION PROTECTION MEASURES SHOWN ARE THE MINIMUM REQUIRED. CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES AS REQUIRED DURING CONSTRUCTION AS DEEMED NECESSARY.

AutoCAD SHX Text SITE DATA: PARCEL ID: 17-22-31-0000-00-074 17-22-31-0000-00-074 ADDRESS 10501 JAY BLANCHARD TRAIL, ORLANDO, FLORIDA 32817 10501 JAY BLANCHARD TRAIL, ORLANDO, FLORIDA 32817 ZONING: NA (OC PARK) NA (OC PARK) PROJECT AREA* 0.20 AC. 0.20 AC. *PROJECT SCOPE CONSISTS OF CONSTRUCTING 1275 SF RESTROOM BUILDING AT JAY BLANCHARD PARK

AutoCAD SHX Text PROJECT SCOPE: PROJECT SCOPE CONSISTS OF CONSTRUCTING 1275 SF RESTROOM BUILDING AT JAY BLANCHARD PARK

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CROSS WALK

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NEW PARKING IMPROVEMENTS BY OTHERS

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EXIST. ASPHALT

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EXIST. ASPHALT

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EXIST. CONC. WALK

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. ASPHALT BIKE TRAIL

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EXIST. ASPHALT BIKE TRAIL

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EXIST. E.O.P.

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EXIST. CONC.

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EXIST. CONC.

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EXIST. 4' POST & RAIL FENCE

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EXIST. 4' POST & RAIL FENCE

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EXIST. 6' CHAIN LINK FENCE

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NEW RESTROOM

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BEGINNING SET 5/8" IRC "TRAV PT LB 6556" N: 1543693.19 E: 581539.17

AutoCAD SHX Text

NEW CONC. WALK (TYP.) SEE DETAIL 1/C101

AutoCAD SHX Text 1,275 S.F.

AutoCAD SHX Text X=581611.9724 Y=1543644.2918

AutoCAD SHX Text X=581571.4250 Y=1543612.8044

AutoCAD SHX Text

NEW CURB (BY OTHERS)

AutoCAD SHX Text 54.4

AutoCAD SHX Text

AutoCAD SHX Text 55.0

AutoCAD SHX Text

SAN

AutoCAD SHX Text 22"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text

SD 6" PVC

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CROSS WALK

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STOP BAR

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EXIST. PLAYGROUND

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EXIST. ASPHALT

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MYRTLE

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MYRTLE

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MYRTLE

AutoCAD SHX Text 13"

AutoCAD SHX Text 15"

AutoCAD SHX Text

EXIST. GATE

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STOP BAR

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MYRTLE

AutoCAD SHX Text 8"

AutoCAD SHX Text

SPEED BUMP

AutoCAD SHX Text EXIST. SS MANHOLE (PRIVATE) RIM EL=53.05' E INV EL=47.05' (8" PVC) NW INV EL=46.95' (6" PVC) SW INV EL=46.95' (6" PVC)

AutoCAD SHX Text

EXIST. SS MANHOLE PRIVATE RIM EL=53.57' UNABLE TO OPEN LID TO MEASURE INV

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SS 8" PVC

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EXIST. MILLED ASPHALT PARKING

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NEW PARKING IMPROVEMENTS BY OTHERS

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EXIST. ASPHALT

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EXIST. ASPHALT

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EXIST. CONC. WALK

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. ASPHALT BIKE TRAIL

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EXIST. ASPHALT BIKE TRAIL

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EXIST. E.O.P.

AutoCAD SHX Text

EXIST. CONC.

AutoCAD SHX Text

EXIST. SD INLET TOP = 51.43' W INV = 49.23'

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SD 12" CMP

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EXIST. CONC.

AutoCAD SHX Text

EXIST. SD MES N PIPE INV = 54.94' S PIPE INV = 54.97'

AutoCAD SHX Text

EXIST. SD MES N PIPE INV = 52.02' S PIPE INV = 52.04'

AutoCAD SHX Text

SD INV EL=52.34'

AutoCAD SHX Text

SD INV EL=52.28'

AutoCAD SHX Text

(2) SD 6" PVC SIDE BY SIDE

AutoCAD SHX Text

EXIST. 4' POST & RAIL FENCE

AutoCAD SHX Text

EXIST. 4' POST & RAIL FENCE

AutoCAD SHX Text

EXIST. 6' CHAIN LINK FENCE

AutoCAD SHX Text

NEW RESTROOM

AutoCAD SHX Text

AutoCAD SHX Text 53.62

AutoCAD SHX Text 52.93

AutoCAD SHX Text 53.00

AutoCAD SHX Text 51.44

AutoCAD SHX Text 52.62

AutoCAD SHX Text 52.83

AutoCAD SHX Text 52.75

AutoCAD SHX Text 52.99

AutoCAD SHX Text 52.94

AutoCAD SHX Text 52.96

AutoCAD SHX Text 53.14

AutoCAD SHX Text 53.20

AutoCAD SHX Text 52.86

AutoCAD SHX Text 52.74

AutoCAD SHX Text 53.01

AutoCAD SHX Text 52.7

AutoCAD SHX Text 54.1

AutoCAD SHX Text 54.0

AutoCAD SHX Text 53.7

AutoCAD SHX Text 53.0

AutoCAD SHX Text 53.9

AutoCAD SHX Text 54.1

AutoCAD SHX Text 54.3

AutoCAD SHX Text 54.7

AutoCAD SHX Text 53.0

AutoCAD SHX Text 53.4

AutoCAD SHX Text 55.0

AutoCAD SHX Text 55.7

AutoCAD SHX Text 52.1

AutoCAD SHX Text 52.3

AutoCAD SHX Text 51.9

AutoCAD SHX Text 52.3

AutoCAD SHX Text 52.8

AutoCAD SHX Text 52.90

AutoCAD SHX Text 53.01

AutoCAD SHX Text 53.06

AutoCAD SHX Text 53.07

AutoCAD SHX Text 53.17

AutoCAD SHX Text 52.90

AutoCAD SHX Text 52.89

AutoCAD SHX Text 52.83

AutoCAD SHX Text 52.46

AutoCAD SHX Text 54.20

AutoCAD SHX Text 54.26

AutoCAD SHX Text 52.88

AutoCAD SHX Text 55.4

AutoCAD SHX Text 54.7

AutoCAD SHX Text 55.0

AutoCAD SHX Text 54.2

AutoCAD SHX Text 54.3

AutoCAD SHX Text 54.5

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AutoCAD SHX Text 54.7

AutoCAD SHX Text 54.6

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AutoCAD SHX Text 54.3

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AutoCAD SHX Text 53.9

AutoCAD SHX Text 53.8

AutoCAD SHX Text 53.9

AutoCAD SHX Text 54.1

AutoCAD SHX Text 54.0

AutoCAD SHX Text 53.8

AutoCAD SHX Text 52.4

AutoCAD SHX Text 52.5

AutoCAD SHX Text 53.12

AutoCAD SHX Text W 8"

AutoCAD SHX Text

SAN

AutoCAD SHX Text EXIST. SS MANHOLE (PRIVATE) RIM EL=52.57' NE INV EL=47.64' (6" PVC) SW INV EL=47.77' (6" PVC)

AutoCAD SHX Text

BEGINNING SET 5/8" IRC "TRAV PT LB 6556" N: 1543693.19 E: 581539.17

AutoCAD SHX Text MATCH EXIST. GRADE (52.75±)VERIFY GRADE W/ NEW PARKING IMPROVEMENTS BY GTC ENGINEERING

AutoCAD SHX Text F.F. = 55.0

AutoCAD SHX Text 55.0

AutoCAD SHX Text 54.80

AutoCAD SHX Text 54.5

AutoCAD SHX Text 54.1

AutoCAD SHX Text 54.8

AutoCAD SHX Text 54.5

AutoCAD SHX Text 54.2

AutoCAD SHX Text x52.5

AutoCAD SHX Text 53.25

AutoCAD SHX Text 53.7

AutoCAD SHX Text x52.74

AutoCAD SHX Text 54.7

AutoCAD SHX Text 54.2

AutoCAD SHX Text 54.5

AutoCAD SHX Text 54.3

AutoCAD SHX Text x52.3

AutoCAD SHX Text

SD INLET BY OTHERS

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AutoCAD SHX Text

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text GEOMETRY NOTES: 1. ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION OF THESE PLANS ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION OF THESE PLANS WAS PROVIDED BY GEODATA CONSULTANTS, INC. 2. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL CONTROL POINTS PRIOR TO THE CONTRACTOR SHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL CONTROL POINTS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES SHOULD BE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SURVEYOR OF THE CONDITION IN WRITING PRIOR TO COMMENCING HIS CONSTRUCTION ACTIVITIES. 3. ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED EDGE OF PAVEMENT, UNLESS ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA PROVIDED. IT IS THE THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA PROVIDED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS.

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SITE DEVELOPMENT PLAN

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SCALE: 1" = 20'

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%%UNEW

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%%UEXIST.

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ASPHALT PAVEMENT

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CONCRETE WALK

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CONCRETE CURB

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LIGHT POLE

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FIRE HYDRANT

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SIGN

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%%ULEGEND:

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AutoCAD SHX Text STORMWATER MANAGEMENT SYSTEM: 1. THIS PROJECT IS LIMITED TO CONSTRUCTION OF A RESTROOM BUILDING WITHIN AN EXISTING PARK WITH A THIS PROJECT IS LIMITED TO CONSTRUCTION OF A RESTROOM BUILDING WITHIN AN EXISTING PARK WITH A PERMITTED STORMWATER MANAGEMENT SYSTEM THROUGH SJRWMD (PERMIT NO. 28085-1, -2 AND -3)

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GRADING & DRAINAGE PLAN

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SCALE: 1" = 20'

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%%UEXPANSION JOINT - E.J.

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%%UCONTRACTION JOINT - C.J.

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AutoCAD SHX Text C101

AutoCAD SHX Text 1-1/2"=1'-0"

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NOTES:

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3. THE CROSS SLOPE OF THE SIDEWALK SHALL NOT EXCEED 2%%%.

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2. SLOPE CONC. SIDEWALKS AWAY FROM BUILDINGS TO

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PROVIDE POSITIVE DRAINAGE.

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SIDEWALK AND DRIVEWAYS OR PARKING LOT.

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1. A THICKENED EDGE SHALL BE PROVIDED BETWEEN

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WALK ABUTS BLDG., POLES, AND OTHER CONC. WALKS.

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5. PROVIDE PREMOLDED EXPANSION JOINT WHERE CONC.

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CONC. SIDEWALK DETAIL

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SIDEWALK WIDTH (W).

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4. PROVIDE CONTROL JOINTS @ INTERVALS EQUAL TO

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PREMOULDED EXPANSION JOINT FILLER STRIP & JOINT SEALER W/ 1/8"R TOOLED EDGES

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1" DEEP 1/8"R TOOLED JOINT

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3000 PSI AIR ENTRAINED CONC.

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6" COMPACTED SUBGRADE

AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL PEDESTRIAN AND VEHICULAR TRAFFIC WITHIN INCLUDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL PEDESTRIAN AND VEHICULAR TRAFFIC WITHIN INCLUDING PROVISION FOR TEMPORARY SIGNAGE, SIDEWALK, RAMPS, ETC. AS REQUIRED BY OCCP AND OCPR. 2. ALL DISTURBED AREAS SHALL BE SODDED WITH BAHIA SOD. ALL DISTURBED AREAS SHALL BE SODDED WITH BAHIA SOD.

AutoCAD SHX Text

FACSIMILE 407-629-1656

AutoCAD SHX Text

TELEPHONE 407-629-4288

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1053 N. ORLANDO AVE.

AutoCAD SHX Text SKConsortium, Inc.

AutoCAD SHX Text

URBAN DESIGN PLANNING ENGINEERING

AutoCAD SHX Text

FLORIDA 32751

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MAITLAND

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SUITE 3

AutoCAD SHX Text DRAINAGE NOTES: 1. ALL CONSTRUCTIONS SHALL CONFORM TO AND SHALL BE INSTALLED AND CLEARED FOR SERVICE IN ALL CONSTRUCTIONS SHALL CONFORM TO AND SHALL BE INSTALLED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE ORANGE COUNTY STANDARDS UNLESS STATED OTHERWISE IN THE SPECIFICATIONS, OR ON THE PLANS. 2. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY LOCATION AND INVERTS OF EXISTING UTILITIES AT PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY LOCATION AND INVERTS OF EXISTING UTILITIES AT PROPOSED CROSSINGS AND POINTS OF CONNECTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UTILITY CONFLICTS. 3. SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FOR THE PROJECT. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED AND IS NOT TO BE CONSTRUED AS PART OF THE PLANS GOVERNING CONSTRUCTION OF THE PROJECT. 4. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, PLANS AND ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, PLANS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER (AS APPLICABLE). 5. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THE PLANS. 6. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED.

AutoCAD SHX Text 97.70

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CONTOUR

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FLOW PATTERN

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FINISH GRADE

AutoCAD SHX Text 98.39

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C300

L M

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PARK ENTRANCE FROM ROUSE ROAD

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EXIST. YMCA

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PROPOSED RESTROOM

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BLANCHARD PARK ENTRANCE FROM DEANS ROAD

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EXIST. 2" WM FROM BACON STREET EXIST. 2" METER OC PARKS SEE SHEET C301

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EXIST. 8" WM SERVING YMCA

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EXIST. PRIVATE LIFT STATION SERVING OC PARKS & YMCA

AutoCAD SHX Text N

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OVERALL MAP FOR OC UTILITIES

AutoCAD SHX Text NOTE : 1. SCOPE OF WORK CONSISTS OF A NEW RESTROOM AT BLANCHARD PARK, TO REPLACE AN EXISTING RESTROOM. SCOPE OF WORK CONSISTS OF A NEW RESTROOM AT BLANCHARD PARK, TO REPLACE AN EXISTING RESTROOM. 2. ALL UTILITY CONNECTIONS WILL OCCUR INSIDE OC PARKS PROPERTY. NO CONNECTION TO OCU FACILTIES ARE PROPOSED. ALL UTILITY CONNECTIONS WILL OCCUR INSIDE OC PARKS PROPERTY. NO CONNECTION TO OCU FACILTIES ARE PROPOSED. 3. THE NEW WATER SERVICE TO THE RESTROOM WILL CONNECT TO EXISTING 2" WATER MAIN ON SITE SERVING PARK FACILITIES. THE NEW WATER SERVICE TO THE RESTROOM WILL CONNECT TO EXISTING 2" WATER MAIN ON SITE SERVING PARK FACILITIES. 4. THE NEW SANITARY SEWER SERVICE WILL CONNECT TO AN EXISTING PRIVATE MANHOLE WITHIN BLANCHARD PARK THAT CONVEYS WASTEWATER TO AN EXISTING LIFT STATION THE NEW SANITARY SEWER SERVICE WILL CONNECT TO AN EXISTING PRIVATE MANHOLE WITHIN BLANCHARD PARK THAT CONVEYS WASTEWATER TO AN EXISTING LIFT STATION LOCATED WITHIN YMCA FACILITY (INSIDE THE BOUNDARIES OF THE PARK). 5. THERE ARE NO PROPOSED CONNECTIONS TO OCU FACILITIES.THERE ARE NO PROPOSED CONNECTIONS TO OCU FACILITIES.

AutoCAD SHX Text

FACSIMILE 407-629-1656

AutoCAD SHX Text

TELEPHONE 407-629-4288

AutoCAD SHX Text

1053 N. ORLANDO AVE.

AutoCAD SHX Text SKConsortium, Inc.

AutoCAD SHX Text

URBAN DESIGN PLANNING ENGINEERING

AutoCAD SHX Text

FLORIDA 32751

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MAITLAND

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SUITE 3

C301

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AutoCAD SHX Text co

AutoCAD SHX Text

NEW SS CLEANOUT TOP = 55.40 INV. = 52.40

AutoCAD SHX Text

SS 4" PVC @ 2%

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN

AutoCAD SHX Text 22"

AutoCAD SHX Text 20"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 17"

AutoCAD SHX Text 15"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text

SD 6" PVC

AutoCAD SHX Text

CROSS WALK

AutoCAD SHX Text

STOP BAR

AutoCAD SHX Text

EXIST. PLAYGROUND

AutoCAD SHX Text

EXIST. CONC.

AutoCAD SHX Text

EXIST. ASPHALT

AutoCAD SHX Text SITE BENCHMARK 2 STA 13+87, 39' LT SET NAIL & DISK "REFERENCE LB 6556" EL=54.08' (NAVD88)

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

MYRTLE

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WATER

AutoCAD SHX Text

WATER

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text 13"

AutoCAD SHX Text 15"

AutoCAD SHX Text

EXIST. GATE

AutoCAD SHX Text

STOP BAR

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text 8"

AutoCAD SHX Text 18"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text

EXIST. HEDGE

AutoCAD SHX Text 12"

AutoCAD SHX Text

SPEED BUMP

AutoCAD SHX Text

EXIST. GRASS MEDIAN

AutoCAD SHX Text EXIST. SS MANHOLE RIM EL=53.05' E INV EL=47.05' (8" PVC) NW INV EL=46.95' (6" PVC) SW INV EL=46.95' (6" PVC)

AutoCAD SHX Text

EXIST. SS MANHOLE RIM EL=53.57' UNABLE TO OPEN LID TO MEASURE INV

AutoCAD SHX Text

SS 8" PVC

AutoCAD SHX Text

EXIST. CONC.

AutoCAD SHX Text

EXIST. CONC.

AutoCAD SHX Text

EXIST. CONC. WALK

AutoCAD SHX Text

EXIST. MILLED ASPHALT PARKING

AutoCAD SHX Text

EXIST. MILLED ASPHALT PARKING

AutoCAD SHX Text

NEW PARKING IMPROVEMENTS BY GTC ENGINEERING

AutoCAD SHX Text

EXIST. ASPHALT

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EXIST. ASPHALT

AutoCAD SHX Text

EXIST. ASPHALT

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EXIST. CONC. WALK

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EXIST. CONC. WALK

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

AutoCAD SHX Text

EXIST. CONC. WALK

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EXIST. CONC. WALK

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. E.O.P.

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EXIST. ASPHALTASPHALT

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EXIST. ASPHALT BIKE TRAIL

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EXIST. ASPHALT BIKE TRAIL

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EXIST. ASPHALT BIKE TRAIL

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EXIST. E.O.P.

AutoCAD SHX Text

EXIST. CONC.

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EXIST. SD INLET TOP = 51.43' W INV = 49.23'

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SD 12" CMP

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EXIST. CONC.

AutoCAD SHX Text

EXIST. SD MES N PIPE INV = 54.94' S PIPE INV = 54.97'

AutoCAD SHX Text

EXIST. SD MES N PIPE INV = 52.02' S PIPE INV = 52.04'

AutoCAD SHX Text

SD INV EL=52.34'

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SD INV EL=52.28'

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(2) SD 6" PVC SIDE BY SIDE

AutoCAD SHX Text

EXIST. 4' POST & RAIL FENCE

AutoCAD SHX Text

EXIST. 4' POST & RAIL FENCE

AutoCAD SHX Text

EXIST. 4' POST & RAIL FENCE

AutoCAD SHX Text

EXIST. 4' POST & 4' POST & RAIL FENCE

AutoCAD SHX Text

EXIST. WOOD SIGN

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EXIST. 4' POST & RAIL FENCE

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EXIST. 6' CHAIN LINK FENCE

AutoCAD SHX Text

EXIST. 6' CHAIN LINK FENCE

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BEGINNING SET 5/8" IRC "TRAV PT LB 6556" N: 1543693.19 E: 581539.17

AutoCAD SHX Text

NEW RESTROOM

AutoCAD SHX Text

AutoCAD SHX Text W 12"

AutoCAD SHX Text

SAN

AutoCAD SHX Text EXIST. SS MANHOLE RIM EL=52.57' NE INV EL=47.64' (6" PVC) SW INV EL=47.77' (6" PVC)

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WET TAP NEW W 2" PVC TO EXIST. W 12"

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W 2" PVC

AutoCAD SHX Text co

AutoCAD SHX Text

57 LF SS 4" PVC @ 2%

AutoCAD SHX Text

CORE & CONNECT INV. = 49.00

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NEW SS CLEANOUT (TYP.) TOP = 55.40 INV. = 52.50 SEE PLUMB PLAN

AutoCAD SHX Text

REMOVE & REPLACE EXIST. FENCE AS REQUIRED TO PLACE NEW W 2" PVC & NEW SS 4" PVC

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12" VERTICAL SEPARATION BETWEEN BOTTOM OF WATER LINE AND TOP OF SANITARY SEWER

AutoCAD SHX Text NEW 1" BACKFLOW PREVENTER W/ NEW BFP ENCLOSURE STRONG BOX SBBC-40ALHP OR APPROVED EQUAL

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UTILITY PLAN

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SCALE: 1" = 20'

AutoCAD SHX Text GENERAL NOTES: 1. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION TO, AND AT ALL AREAS OF CONFLICT W/ OCU MAINS. THE CONTRACTOR SHALL REVERIFY ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION TO, AND AT ALL AREAS OF CONFLICT W/ OCU MAINS. THE CONTRACTOR SHALL REVERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL CONTROL POINTS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES SHOULD BE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SURVEYOR OF THE CONDITION IN WRITING PRIOR TO COMMENCING HIS CONSTRUCTION ACTIVITIES. 2. ALL DISTURBED AREAS MUST BE SODDED W/ BAHIA. ALL DISTURBED AREAS MUST BE SODDED W/ BAHIA. 3. ALL UTILITIES CONSTRUCTION CONNECTING TO THE OC UTILITY SYSTEM SHALL CONFORM TO ORANGE COUNTY STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATED ALL UTILITIES CONSTRUCTION CONNECTING TO THE OC UTILITY SYSTEM SHALL CONFORM TO ORANGE COUNTY STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATED FEB. 2011. 4. THE CONTRACTOR SHALL PERFORM HYDROSTATIC TESTING OF ALL NEWLY-INSTALLED WATER DISTRIBUTION SYSTEM IN ACCORDANCE WITH AWWA STANDARD C600 FOR THE CONTRACTOR SHALL PERFORM HYDROSTATIC TESTING OF ALL NEWLY-INSTALLED WATER DISTRIBUTION SYSTEM IN ACCORDANCE WITH AWWA STANDARD C600 FOR DUCTILE-IRON PIPE. TESTING SHALL BE IN ACCORDANCE WITH AWWA MANUAL M23 FOR PVC. 5. THE CONTRACTOR SHALL DISINFECT ALL SECTIONS OF THE WATER DISTRIBUTION THEREOF FROM THE LOCAL WATER UTILITY, ENGINEER OF RECORD, AND FDEP, PRIOR TO THE CONTRACTOR SHALL DISINFECT ALL SECTIONS OF THE WATER DISTRIBUTION THEREOF FROM THE LOCAL WATER UTILITY, ENGINEER OF RECORD, AND FDEP, PRIOR TO PLACING IN SERVICE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THE FDEP WATER AND SEWER PERMITS FROM THE OWNER AND MAINTAIN THEM ON THE JOB SITE AT ALL TIMES. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE FDEP WATER PERMIT, AND RECEIVE APPROVAL PERFORMED IN ACCORDANCE WITH AWWA 651 "DISINFECTING WATER MAINS. 6. ALL POTABLE WATER MAIN MUST BEAR THE "NSF" LOGO. WATER MAIN SHALL BE SCH 40 PVC ALL POTABLE WATER MAIN MUST BEAR THE "NSF" LOGO. WATER MAIN SHALL BE SCH 40 PVC 7. VARIANCES FROM THE SEPARATION DISTANCES LISTED BETWEEN WATER AND SANITARY/STORM SEWERS/RECLAIM WATER LISTED IN OCU STANDARDS MUST COMPLY WITH VARIANCES FROM THE SEPARATION DISTANCES LISTED BETWEEN WATER AND SANITARY/STORM SEWERS/RECLAIM WATER LISTED IN OCU STANDARDS MUST COMPLY WITH 62-555-.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH 8. A MINIMUM OF 3' OF COVER SHALL BE MAINTAINED OVER ALL WATER AND SEWER MAINS. A MINIMUM OF 3' OF COVER SHALL BE MAINTAINED OVER ALL WATER AND SEWER MAINS. 9. MAGNETIC TAPE AND LOCATING WIRE SHALL BE INSTALLED WITH ALL NON METALLIC MAGNETIC TAPE AND LOCATING WIRE SHALL BE INSTALLED WITH ALL NON METALLIC 10. ON SITE WATER & WASTE WATER COLLECTION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. ON SITE WATER & WASTE WATER COLLECTION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 11. PVC GRAVITY SEWER (4) INCH THROUGH (15) INCH SHALL BE SDR 35. JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET IN ACCORDANCE WITH ASTM D3212 AND ASTM PVC GRAVITY SEWER (4) INCH THROUGH (15) INCH SHALL BE SDR 35. JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. ALL PVC SEWER SHALL BEAR THE "NSF-DW SEAL." 12. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. THE FOLLOWING COMPANIES SHALL BE CONTACTED BY THE CONTRACTOR: DUKE ENERGY CALL SUNSHINE ORANGE COUNTY UTILITIES CALL SUNSHINE ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES 3300 EXCHANGE PLACE PH. 1-800-432-4770 9150 CURRY FORD RD. PH. 1-800-432-4770 9150 CURRY FORD RD. 9150 CURRY FORD RD. LAKE MARY FL. 32746 ORLANDO, FL 32825 ORLANDO, FL 32825 PH. 407-942-9291 PH. 407-254-9900 PH. 407-254-9900 13. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET AND PREFERABLY 10 FEET BETWEEN THE NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET AND PREFERABLY 10 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER, STORM SEWER, WASTEWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAC; THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND THE GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCEMAIN OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS ATLEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPE LINE. ALTERNATIVELY AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART IIII OF CHAPTER 62-610, FAC. 14. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 15. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. 16. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. 17. A 24 HOUR EMERGENCY PHONE NUMBER SHALL BE PROVIDED BY THE CONTRACTOR FOR AFTER HOUR CALLS RELATED TO MAINTENANCE OF CONSTRUCTION ZONE DEVICES. A 24 HOUR EMERGENCY PHONE NUMBER SHALL BE PROVIDED BY THE CONTRACTOR FOR AFTER HOUR CALLS RELATED TO MAINTENANCE OF CONSTRUCTION ZONE DEVICES. 18. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ACCESS TO THE ROADWAY AT ALL TIMES DURING CONTRACTION. COORDINATE PLACEMENT OF WATER AND SEWER CONNECTIONS CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ACCESS TO THE ROADWAY AT ALL TIMES DURING CONTRACTION. COORDINATE PLACEMENT OF WATER AND SEWER CONNECTIONS WITH PARKING IMPROVEMENTS PROPOSED BY OTHERS.

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SANITARY SEWER MANHOLE

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WATER VALVE

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CLEAN-OUT

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SANITARY SEWER LINE

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FIRE HYDRANT

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POWER POLE

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FORCE MAIN

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WATER LINE

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%%UEXIST.

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%%UNEW

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OHL

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OVERHEAD POWER LINE

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LIGHT POLE

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FACSIMILE 407-629-1656

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TELEPHONE 407-629-4288

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1053 N. ORLANDO AVE.

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URBAN DESIGN PLANNING ENGINEERING

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FLORIDA 32751

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MAITLAND

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SUITE 3

C401

SEWER

WASTE WATER

RECLAIMED WATER

RECLAIMED

WATER

POTABLE WATER

NOTE:

1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES.

TYPICAL LOCKING

BOLT

TYPICAL…

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File details come from the government source that posted it. Updated Jun 27, 2025.