Item 02 Approval of Ocoee Crown Point PUD Mixed Use Development (Wire Development)
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
STAFF REPORT
Meeting Date: March 7, 2023
Item #: 2
Contact Name: Michael Rumer Department Director: Michael Rumer
Contact Number: Ext. 1018 City Manager: Robert Frank
Subject: Approval of Ocoee Crown Point PUD Mixed Use Development (Wire Development)
Large Scale Final Site Plan (Project No. LS-2022-013) & Development
Agreement. (Development Services Director Rumer)
Background Summary:
On September 21, 2021, the City of Ocoee and Wire Development, LLC, entered into an agreement to
purchase approximately 16.19 acres (including a Tract for future public ROW) of land within the Ocoee Crown
Point PUD. The property consists of two (2) parcels assigned parcel identification numbers 06-22-28-0000-00-
005 and 06-22-28-0000-00-082. Combined, the subject property contains approximately 16 acres and is
located in Commission District 1, on the west side of Ocoee Apopka Rd and the north side of State Road 429.
Wire Development, LLC proposes constructing a mixed-use development consisting of 306 multi-family
dwelling units (315 maximum per PUD) and up to 20,000 square feet of commercial retail space within nine (9)
buildings. The proposed mixture of buildings includes two (2) mixed-use buildings with residential and
commercial space, one (1) live/work building, one (1) stand-alone retail building, and five (5) multi-family
residential buildings. Two (2) of the five (5) residential buildings will be townhome-style multi-family residential
buildings. Private amenity areas will be provided, such as a clubhouse, pool, dog park, and a linear park along
the West Orange Trail that will be open to the public. Stormwater ponds are provided via existing offsite
retention. The project lies within the Crown Point PUD and is zoned “Planned Unit Development” (PUD). The
Future Land Use designation for the subject site is “Commercial”.
Transportation:
The current approved use of the parcels (Tracts 6C, 6E, 6F, 6D, & 33) is for 114,000 square feet of mixed-use
commercial with associated multi-family units. The approved trips associated with retail under 150k are 37.01
trips per 1,000 square feet gross lease area or 4,291 trips. Since the proposed development matches what the
tracts within the PUD are allotted for, no additional transportation analysis was required.
The project is served by three (3) entrance points: 1) a new public road at the existing roundabout on Ocoee
Crown Point Parkway. 2) full access to Ocoee Apopka Road north of the signal for the West Orange Trail. 3)
full access to the Tract on the south side of the West Orange Trail, which will be the joint entrance into the
future OCPS West Side Technical School.
Utilities:
The project will connect to Orange County Utilities as it is served in Orange County’s Utility Area. The project
will connect to the City of Ocoee Reclaimed water.
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City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
Stormwater Retention:
Stormwater retention is provided by an existing pond located west of the roundabout and on the Tract
developed by OCPS for the new Technical School.
Issue:
Should the Honorable Mayor and City Commission approve the Final Site Plan for the Ocoee Crown Point
PUD Mixed Use Development?
Recommendations:
Staff recommends the Honorable Mayor and City Commission approve the Final Site Plan for the Ocoee
Crown Point PUD Mixed Use Development with the following conditions:
i) Staff approval of all final comments,
ii) Approval of a SJRWMD Stormwater Permit,
iii) Approval of an Orange County Utilities and Right-of-way Use permit; &
iv) A fully executed Development Agreement and Impact Fee Agreement on a future City Commission
Agenda
Attachments:
1. Ocoee Crown Point Mixed Use Development Final Site Plan
2. Location Map
3. Aerial
Financial Impacts:
No Financial Impact with the approval of this Site Plan. A Development Agreement and Impact Fee Agreement
with Financial Obligations will be provided on a future City Commission Agenda.
Type of Item: Consent
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NOTICE OF LIABILITY:
SURVEYOR'S REPORT:
LEGEND & ABBREVIATIONS
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DESCRIPTION (by this surveyor)
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EROSION CONTROL
DETAILS 11223344AABBCCDDSHEET 1 OF 1 DWG NOSIZESCALEREVACIPP Flexstorm SpecificationsPage 60 of 392
SITE DETAILS ◪Page 61 of 392
SITE DETAILS NOTES:Page 62 of 392
GRADING AND
DRAINAGE DETAILS
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SECTIONS AT
WETLAND
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UTILITY DETAILS APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALHORIZONTAL SEPARATION REQUIREMENTS (NOTES 1 & 2)PROPOSED UTILITYPOTABLEWATER(NOTE 3)RECLAIMEDWATER MAIN(SEE NOTE 7)WASTEWATERFORCEMAINSANITARYSEWERSTORMSEWERSTRUCTURALFOUNDATION,WALLS, ETC.(SEE NOTE 8)4"-12"16"-UP4"-12"16"-UP4"-12"16"-UPALL SIZESALLSIZESALL SIZESPOTABLEWATER(NOTE 3)4"-12"3'5'3'5'6'6'6'3'10'16"-UP5'5'5'5'6'6'6'5'15' (NOTE 5)RECLAIMEDWATER MAIN(SEE NOTE 7)4"-12"3'5'3'5'3'5'3'3'10'16"-UP5'5'5'5'5'5'5'5'15' (NOTE 5)WASTEWATERFORCEMAIN4"-12"6'6'3'5'3'5'3'3'10'16"-UP6'6'5'5'5'5'5'5'15' (NOTE 5)SANITARYSEWERALLSIZES6'6'3'5'3'5'3'5'VARIES PERDEPTHNOTES:1.DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.2.THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION ANDMAINTENANCE. FOR PIPES INSTALLED AT GREATER DEPTHS THAN THE MINIMUM OCU DESIGNSTANDARDS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH.3.THIS SEPARATION REQUIREMENT COMPLIES WITH THE MINIMUM FDEP SEPARATION REQUIREMENTSOUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND UTILITIES PRIOR TOINSTALLATION.4.NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY ORSTORM WATER MANHOLE OR STRUCTURE.5.PRESSURE MAINS 16-IN TO 24-IN MAY HAVE 10-FT SEPARATION FROM STRUCTURAL FOUNDATION,WALLS, ETC IF NEW MAINS ARE RESTRAINED FOR THE ENTIRE LENGTH.6.REFERENCE FIGURE A116-2 FOR VERTICAL PIPELINE SEPARATION REQUIREMENTS.7.RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.8.ADDITIONAL SEPARATION SHALL BE REQUIRED BY UTILITIES FOR CONSTRUCTION OF, INCLUDING, BUTNOT LIMITED TO: LIVE LOADS, MULTI-STORY COMMERCIAL BUILDINGS, SUPERSTRUCTURES,EMBANKMENTS, RETAINING WALLS, BRIDGES, RAILROADS, HIGH VOLTAGE TRANSMISSION MAINS, GASMAINS, ETC.HORIZONTAL PIPELINE SEPARATION REQUIREMENTS10/10/2021FIGURE A116-1VERTICAL SEPARATION REQUIREMENTS (NOTES 1 & 2)PROPOSEDUTILITYPOTABLEWATER(NOTE 4)RECLAIMEDWATER MAINWASTEWATERFORCEMAINSANITARYSEWERSTORM SEWER(NOTE 3)POTABLEWATER(NOTE 4)12"12"12" / 18"12" / 18"12" / 18"RECLAIMEDWATER MAIN12"12"12"12"12" / 18"WASTEWATERFORCEMAIN12"12"12"12"12" / 18"SANITARYSEWER12" / 18"12"12"12"12" / 18"APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALNOTES:1.DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.2.THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTIONAND MAINTENANCE.3.THE 18-IN SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE OR SANITARYSEWER CROSSES ABOVE THE UTILITY MAIN, AND WHEN THE STORM PIPE HAS ADIAMETER EQUAL TO OR GREATER THAN 24-IN. OTHERWISE, THE REQUIREDSEPARATION IS 12-IN.4.THIS SEPARATION REQUIREMENT COMPLIES WITH THE MINIMUM FDEP SEPARATIONREQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEPREQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVEDINDIVIDUALLY BY BOTH FDEP AND UTILITIES.5.NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OFSANITARY OR STORM WATER MANHOLE OR STRUCTURE.6.REFERENCE FIGURE A116-1 FOR HORIZONTAL PIPELINE SEPARATION REQUIREMENTS.7.JOINT SPACING AT CROSSING SHALL COMPLY WITH THE MINIMUM FDEP SEPARATIONREQUIREMENTS OUTLINED IN 62-555.314, F.A.C.VERTICAL PIPELINE SEPARATION REQUIREMENTS10/10/2021FIGURE A116-2APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALWIRE STRAP (TYP)RESTRAINEDMECHANICAL JOINTEXISTINGLOCATING WIRETAPPING SLEEVEMJ TAPPING SLEEVESPLICE NEW WIRE W/WATERPROOF WIRE NUTNEW PIPERISER STEM (AS REQUIRED)VALVE BOX(SEE FIG A111)SPLICE NEW WIRE W/WATERPROOF WIRENUTRESTRAINEDMECHANICAL JOINTPLANPROFILENOTES:1.TAPPING SLEEVE INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION3117-SYSTEM CONNECTIONS.2.BEDDING ROCK SHALL BE FULLY AND UNIFORMALLY SUPPORTING THE TAPPINGSLEEVE & VALVE AT A MIN OF 8-IN IN ALL DIRECTIONS.RESILIENT SEATTAPPING GATE VALVEKNOT IN WIREV-CUT IN BOXFOR WIREMIN 8" FDOT#57 STONE(SEE NOTE 2)MIN 8" FDOT#57 STONE(SEE NOTE 2)5' MIN FROMBACK OF BELLAND SPIGOTINSERTION LINEALIGNMENT RINGOR STABILIZERMJ TAPPING SLEEVE & GATE VALVE ASSEMBLY FOR WATER & RECLAIMED WATER10/10/2021FIGURE A121-1APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALNOTES:1.DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24-INOR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE FIG A302-2.2.ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCUAPPROVAL.3.A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENTINTO FLOW STREAM IN ACCORDANCE WITH FIG A303.4.LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED.5.HEAT SHRINK WRAP FOR ALL BARREL SECTION JOINTS SHALL BE A MIN 9-IN WIDTH ANDA MIN 17-IN WIDTH WRAP ON THE CORBEL SECTION, RISER RINGS AND RING ANDCOVER.6.HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS.7.SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVEDMANUFACTURERS LISTED IN APPENDIX D AND IN COMPLIANCE WITH ASTM C478.8.MANHOLE SHALL BE COATED OR LINED IN ACCORDANCE WITH SECTIONS 2310 & 3119.INSIDE WALLPRE-PRIMED JOINTSURFACES (TYP)OUTSIDE WALL2" MIN JOINTING MATERIAL,APPLIED TO BOTH LIPSSQUEEZE-OUT, MIN 0.50"INTERIOR AND EXTERIOR(TYP)SET COVERS FLUSH INPAVED AREASMANHOLE FRAME & COVER(SEE STANDARD DETAIL A305)FRAMES BEDDED INMORTAR2 COURSES OF BRICK (MIN)4 COURSES (MAX) OR MIN 5"TO MAX 10" HDPEADJUSTING RINGCONCRETE WITH CRYSTALLINEWATER PROOFING ADMIXTURECOATING OR LINER(SEE NOTE 8)EXTERNAL MANHOLE HEATSHRINK SEAL (TYP) (SEENOTE 5)BENCHING (2" MIN)48" MIN6" MIN24"8"1' MIN3' MAX9" MIN 9"8"6" MIN12" MIN2"0.8D (EFFLUENT PIPE DIA)FDOT #57 STONE IN ALLDIRECTIONS (MIN 9-IN)WRAPPED IN GEOFRABRICPRECAST CONCRETE MANHOLE10/10/2021FIGURE A301APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALSANITARYSEWERBOA
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OF COUNTY COMMISSIONERSORANGE COUNTY FLORID
APLANELEVATIONNOTES:1.ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. "ORANGE COUNTY"SHALL NOT APPEAR ON PRIVATE MANHOLES.TWO NON-PENETRATINGPICK HOLESRAISED 1.5" LETTERS FLUSHWITH TOP OF COVERMACHINED MATINGSURFACES39"4.75" MIN7"25.75" (STANDARD)1.5" MIN24" ± 0.375"STANDARD MANHOLE FRAME & COVER10/10/2021FIGURE A305APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALSANITARYSEWERBO
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OF COUNTY COMMISSIONERSORANGE COUNTY FLOR
ID ANOTES:1.MINIMUM CLEARANCE OF 30-IN FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS.2.AREAS SUPPORTING CONCRETE COLLAR OR SLAB SHALL BE PROPERLY COMPACTED.3.TOP OF MANHOLE SHALL BE 2-IN ABOVE FINISHED GRADE, CROWN OF ADJACENTROADWAY, OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS GREATER.FIBER MESH OR 4" BARCONTINUOUS AROUNDCOLLAR. 3" MIN COVER(TYP)FINISHED GRADE2,500 PSI CONCRETEAROUND MANHOLE2" MIN8"MIN8"MIN7" MIN
MIN 2,500 PSICONCRETE AROUNDMANHOLEMANHOLE COVER(SEE FIGURE A305)LINER ASREQUIREDMANHOLE IN NON-PAVED AREA10/10/2021FIGURE A304APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALNOTES:1.INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE.2.SERVICE LATERAL AND DOUBLE SWEEP TEES SHALL BE CAPPED BY DEVELOPER'SSITE-WORK CONTRACTOR.3.TEE & WYE SHALL BE NO SHALLOWER THAN 3-FT AND NO DEEPER THAN 5-FT.4.LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE-WORK CONTRACTOR, TWOPER DOUBLE SERVICE AND ONE PER SINGLE SERVICE AT MINIMUM.5.ALL FITTINGS SHOWN ARE TO BE INSTALLED.6.SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN "S" IN THECURB DIRECTLY OVER THE LATERAL.7.BUILDER'S PLUMBER WILL REMOVE PLUG(S), INSTALL CLEANOUT ON DOUBLE SWEEPTEE, AND CONNECT SERVICE LATERAL TO HOUSE. NO DIRT OR DEBRIS SHALL ENTERTHE SERVICE LATERAL THROUGHOUT CONSTRUCTION.SINGLELATERAL(TYP)DOUBLELATERAL(TYP)LOCATOR BALL 6"BELOW TEE (TYP)(SEE NOTE 4)BUILDER'SPLUMBER (TYP)(SEE NOTE 7)SPRING LINESEWER MAINROTATE30° (TYP)TEMP PLUG(TYP) (SEENOTES 2 & 7)FINISHEDGRADESTAKE TO SHOW LOCATIONOF TEMPORARY PLUG (TYP)SLOPE TO TERMINAL DEPTH@ 1.0% MIN (TYP)R.O.W.WYE WITH 6"BRANCH6" 45° BENDSEWER MAINWYE WITH 6"BRANCH6" 45° BENDCLEAN-OUT(TYP)LOT LINEDOUBLEWYE W/ 6"BRANCHTEMP PLUG(SEE NOTES2 & 7)SBUILDER'SPLUMBER (TYP)(SEE NOTE 7)CURB ETCHING(SEE NOTE 6) (TYP)PROFILEPLAN3' MIN
5' MAX
(SEE NOTE 3)
S6" DOUBLESWEEP TEE(TYP)4"-6" BELOWGRADE (TYP)BUILDER'SPLUMBER (TYP)(SEE NOTE 7)R.O.W.
R.O.W.
R.O.W.SERVICE LATERAL10/10/2021FIGURE A306-1APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALNOTES:1.CENTER OF THE FLANGE CONNECTION SHALL BE 4-IN TO 6-IN FROM THE TOP OF THE SLAB.2.BARREL COLORS: PRIVATE HYDRANTS - RED; PUBLIC HYDRANTS - SILVER.3.BONNET COLORS: TO BE DETERMINED BY FLOW TEST.4.OFFSET MJ FITTING ROTATED AS REQUIRED FOR HYDRANT BURY DEPTH ADJUSTMENT. HYDRANTEXTENSION RISERS SHALL NOT BE PERMITTED. ADDITIONAL RESTRAINT FITTINGS AS REQUIRED.5.HYDRANT SHALL BE CENTERED ON SHEAR PAD.6.PUMPER NOZZLE SHALL FACE ROADWAY.7.ALL PIPE SHALL BE RESTRAINED DIP FROM ANCHORING TEE TO HYDRANT.8.HYDRANT SHALL BE 5-FT TO 7-FT FROM EDGE OF PAVEMENT.EXPANSION FIBER MATERIAL BETWEENFIXED CONCRETE EDGES (TYP)VALVE BOX (TYP)FDOT #57 STONE IN ALLDIRECTIONS (8" MIN)DUCTILE IRONCOMPACTEDBACKFILLSIDEWALK5' TO 7' FROM EOPANCHORINGTEEGATE VALVE(IF HYDRANT BARREL IS WITHIN6' OF ANCHORING TEE, NOTREQUIRED)APPROX 3.5' x 8' x 6"THICK CONCRETESHEAR PAD WITHFIBERMESHEDGE OFPAVEMENTGATE VALVE(REQUIRED ATANCHORING TEE)PROFILEVIEWSIDEWALKPLAN VIEWAPPROX 3.5' x 8' x 6"THICK CONCRETESHEAR PAD WITHFIBERMESHOFFSET MJ FITTING(SEE NOTE 4)HYDRANT BARRELPLACED ATPROPERTY LINEP/LR.O.W.ANCHORINGTEEFLANGED CONNECTIONDIP (SEENOTE 7)EDGE OFPAVEMENTFIRE HYDRANT ASSEMBLY (STANDARD CONFIGURATION)10/10/2021FIGURE A203-1Page 65 of 392
UTILITY DETAILS APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALNOTES:1.INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO MIN 95% (98%UNDER PAVEMENT OR FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTOT-180.2.TRENCH BACKFILL: COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT ORFUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.3.PIPE BEDDING UTILIZING SELECT COMMON FILL IN ACCORDANCE WITH "TYPE B" BEDDINGAND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.4.15-IN MAX. (12-IN MIN.) FOR PIPE DIAMETER LESS THAN 24-IN AND 24-IN MAX (12-IN MIN)FOR PIPE DIAMETER 24-IN AND LARGER.5.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.DEWATERING AS REQUIRED.6.ALL PIPE SHALL BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THEFLOW.7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALLAPPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHINORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OFRIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.8.FOR GRAVITY SEWER, THE FIRST LIFT SHALL BE PLACED TO THE SPRING LINE OF THEPIPE AND COMPACTED BY HAND TAMP.9.CONTRACTOR SHALL USE BEDDING AND TRENCHING - TYPE B DETAIL FOR OVEREXCAVATION AND WHEN UNSUITABLE MATERIALS ARE ENCOUNTERED IN THEEXCAVATION.TRENCH WIDTHVARIESW/ PIPE SIZEPIPE O.D.(SEE NOTE 4)COMMON FILL12" (TYP)SELECTCOMMON FILLUNDISTURBEDEARTH(SEE NOTE 3)HAUNCHING(SEE NOTE 8) (SEE NOTE 1)INITIALBACKFILLTRENCH BACKFILL(SEE NOTE 2)12" LIFTS MAXIMUM FINISHED GRADEMIN 24" WATER LEVEL1.51(SEE NOTE 5)BEDDING & TRENCHING - TYPE A10/10/2021FIGURE A101APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALSELECTCOMMON FILLBEDDING MATERIAL(SEE NOTE 10)BEDDING(SEE NOTES 9 & 10)HAUNCHING(SEE NOTE 8)(SEE
NOTE 3)INITIAL BACKFILL(SEE NOTE 1)TRENCH BACKFILL
(SEE NOTE 2)
12" LIFTS MAX12" (TYP)PIPE O.D.NOTES:1.INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENTOR FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.2.TRENCH BACKFILL: COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT ORFUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.3.PIPE BEDDING UTILIZING SELECT COMMON FILL IN ACCORDANCE WITH "TYPE B" BEDDINGAND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.4.15-IN MAX. (12-IN MIN.) FOR PIPE DIAMETER LESS THAN 24-IN AND 24-IN MAX (12-IN MIN) FORPIPE DIAMETER 24-IN AND LARGER.5.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. DEWATERINGAS REQUIRED.6.ALL PIPE SHALL BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THEFLOW.7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLEREGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGECOUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATIONREGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.8.FOR GRAVITY SEWER, THE FIRST LIFT SHALL BE PLACED TO THE SPRING LINE OF THE PIPEAND COMPACTED BY HAND TAMP.9.BEDDING DEPTH SHALL BE 4-IN MINIMUM FOR PIPE DIAMETER UP TO 12-IN AND 6-IN MINIMUMFOR PIPE DIAMETER 16-IN AND LARGER.10.DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF REQUIREDBEDDING MATERIAL BELOW THE PIPE. UTILITIES SHALL DETERMINE REMOVAL OFUNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION IN THE FIELD.COMMON FILLFINISHED GRADEUNDISTURBEDEARTHMIN 24" WATER LEVEL1.51TRENCH WIDTHVARIESW/ PIPE SIZE(SEE NOTE 4)(SEE NOTE 5)BEDDING & TRENCHING - TYPE B10/10/2021FIGURE A102APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALMINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)TYPEPVC AND DUCTILE IRON PIPE SIZE (IN)4681216202430364248546064HORIZONTAL
90° BEND21293752657810412214315416718018819545° BEND91216222733435160647075788122-1/2° BEND568111316212529313436383911-1/4° BEND23467811121516171819205 5/8° BEND OR MJ SLEEVE1223446688991010PLUG OR BRANCH OF TEE ORDEAD END435978109139167277330415424465506529551VALVE OR LINE STOP223039557084139165208212233253265276HDPE CONNECTION192634496275125151174203223NOTES:1.FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISEINDICATED.2.INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO ORGREATER THAN LENGTH SHOWN IN THE TABLE.3.WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTINGRESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE.4.ALL INLINE VALVES SHALL BE RESTRAINED.5.WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELLSHALL BE PAINTED RED.6.LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCEWITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FORDUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THEASSUMPTIONS SHOWN BELOW:WORKING PRESSURE:150 PSISOIL DESIGNATION:SM (SAND SILT)LAYING CONDITIONS:3DEPTH OF COVER:3-FTSAFETY FACTOR:1.5THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE ASWARRANTED BY SITE-SPECIFIC PARAMETERS, SUCH AS SOILDESIGNATIONS AND LAYING CONDITIONS.7.90° BENDS ON VERTICAL PIPE ARE SUBJECT TO REVIEW AND APPROVALOF UTILITIES.8.IF 4-IN THRU 20-IN PIPE IS POLYETHLYENE ENCASED, USE 1.25MULTIPLIER ON RESTRAINT LENGTH.9.RESTRAINING REQUIREMENTS APPLY TO BOTH EXISTING ANDPROPOSED MAINS.ANGLE OFDIRECTIONCHANGEPER HORIZONTAL TABLE(MIN)PER HORIZONTAL TABLE(MIN)PLAN VIEWRESTRAINED HORIZONTAL PIPE - WATER, WASTEWATER FORCE, & RECLAIMED WATER MAINS (150 PSI)10/10/2021FIGURE A104-1APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALNILPIPTUACNOEEICALLBEFOREDIGGINGORANGE COUNTYUTILITIES407-836-2777SUNSHINE 811DISTANCETO MAINNOTES:1.MARKERS ARE REQUIRED WHEN UTILITY MAIN IS LOCATED OVER 30-FT FROM EDGE OFPAVEMENT OR IN AN EASEMENT NOT ADJACENT TO THE RIGHT OF WAY.2.MARKERS SHALL BE 4-IN DIAMETER SCH 80 OR DR18 PVC: BLUE FOR WATER; GREENFOR WASTEWATER; AND PANTONE PURPLE 522C FOR RECLAIMED WATER.3.MARKERS SHALL BE PLACED AT ALL DIRECTIONAL CHANGES AND AT ALL VALVESEXCEPT WATER VALVES NEAR FIRE HYDRANTS. ADDITIONAL MARKERS SHALL BEINSTALLED AS NEEDED SO THAT THE DISTANCE BETWEEN MARKERS DOES NOTEXCEED 500-FT.WHITE CAPSOLVENT WELDGROUNDLEVELCOLORS FOR DECALSSHALL MATCH THEMARKER COLOR(SEE NOTE 2)12"18"
6"
36" MIN
54" MAX
6"CONCRETEBASEOVERALLVIEWUTILITY MAIN MARKER10/10/2021FIGURE A113APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALSCHEDULE OF DIMENSIONS AND MATERIALSPIPE SIZE(IN)PIPE SIZEDIMENSIONS (FT)TIE RODS REQ'DABCDDIANO.62.02.01.00.75282.52.51.00.752103.53.01.00.754125.03.01.00.754166.04.01.50.754208.05.01.50.756249.06.01.50.75103012.07.01.51.0103615.08.01.51.0144216.09.021.0164819.010.021.0205422.010.031.0246027.010.031.125246431.010.031.2520NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF 2000LBS/SF SOIL RESTRAINT BEARING.NOTES:1.ADDITIONAL REINFORCEMENTSSHALL BE AS SPECIFIED BY THEENGINEER.2.MINIMUM COMPRESSIVE STRENGTHFOR CONCRETE SHALL BE 3,000 PSI.3.BEDDING, BACKFILL ANDCOMPACTION SHALL BE ASSPECIFIED ELSEWHERE IN THESTANDARD DRAWINGS.4.ALL FORM BOARDS SHALL BEREMOVED PRIOR TO BACKFILL.5.NO ALLOWANCE SHALL BE MADE FORFRICTION BETWEEN THE PIPE WALLAND THE THRUST COLLAR.6.DESIGN PRESSURE: 150 PSI.7.REQUIRED FOR LINE STOPS IFRESTRAINT TABLE REQUIREMENTSCANNOT BE MET.SEE TRENCH DETAILSFOR PIPE BEDDINGREQUIREMENTSDOUBLE MECHANICALBELL RESTRAINT HARNESSWITH DOUBLE NUTTIE RODS (ASTM A307 B)INCLUDING NUTS ANDWASHERS (SEESCHEDULE BELOW)AB 18"MIN TRENCHLIMITS#4 BARS @ 6" OC ALLAROUND (MIN 2" CLEARAROUND PIPE)#4 BARSD (9' MIN)3" COVERENCASE TIE RODS1.5" PVC SLEEVEUNDISTURBEDEARTH4" x 4" x 0.5" STEELBEARING PLATE(TYP)9" MIN(TYP)CTHRUST COLLAR - WATER, WASTEWATER FORCE, & RECLAIMED WATER MAINS (150 PSI) 10/10/2021FIGURE A106APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALNOTES:1.PVC PIPE OR DUCTILE IRON PIPE SHALL NOT BE USED AS VALVE BOX.2.THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3-FT OF FINISHEDGRADE.3.PROVIDE A STABILIZER OR PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLSBELOW THE VALVE ACTUATING NUT. THE DEVICE SHALL CENTER THE RISER VALVE BOXOVER THE ACTUATING NUT AND MINIMIZE DEBRIS.4.LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12-INABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITYINSTALLED. WIRE SHALL BE COILED BACK INTO BOX AWAY FROM VALVE STEM.5.FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TOALLOW FOR FUTURE BOX ADJUSTMENTS.6.REFER TO FIGURE A111 FOR INSTALLATIONS WHERE THE OPERATING NUT IS DEEPERTHAN 36-IN BELOW FINISHED GRADE.7.DRILL HOLE IN ID TAG AND INSTALL ON TRACING WIRE.ID TAG (SEE FIG A112)VALVE BOX PAD (SEEFIGURE A112)ROUTE WIRE LOOPSTHROUGH V-CUT OPENINGIN BOX AND RISERLOOP WIRE (SEE NOTE 4)FINISHED GRADESET TOP OF VALVE BOX TOFINISHED GRADEALIGNMENTRING (OR)COMPACTED SELECTCOMMON FILLLOCATINGWIREMIN 8" FDOT #57STONE IN ALLDIRECTIONSVALVE BOX SHALL REST ON BEDDINGROCK, NOT ON VALVE, AND SHALL BECENTERED ON OPERATING NUTADJUSTABLE SCREWTYPE DUCTILE IRONVALVE BOXMIN PIPE DEPTH AT VALVE
PER CHART FIG A108-2
WATER MAINOR RECLAIMEDWATER MAIN12" MIN
KNOTMIN PIPE DEPTHPER SECTION 2210STABILIZERGATE VALVE & BOX - WATER & RECLAIMED WATER MAINS10/10/2021FIGURE A108-1APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALRECLAIMED WATERWASTEWATERPOTABLE WATERNOTES:1.HEAVY DUTY VALVE BOX LIDS ARE REQUIRED FOR ALL VALVE BOXES.2.TOP SECTION SHALL BE INSTALLED AT MID-RANGE FOR FUTURE ADJUSTMENT.3.HEAVY DUTY VALVE BOX LID SHALL HAVE A 5-IN MIN DEPTH AND WEIGH A MINIMUM OF22-LBS. LID SHALL HAVE POWDER COATING PAINT AT A MIN OF 3 MILL.4.EXTENSION STEMS AND ALIGNMENT RING/WALL BRACKETS SHALL BE PROVIDED ONALL BURIED VALVES SO THAT THE OPERATING NUT SHALL BE NO MORE THAN 36-INBELOW FINISHED GRADE. MATERIAL SHALL BE MINIMUM 304 SST.5.ADD ADD'L SCREW EXTENSION AS REQUIRED AFTER SCREW EXTENSION EXCEEDS24-IN.6.STACKING OF VALVE BOX BOTTOM SECTIONS IS NOT PERMITTED.7.VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE, AND SHALL BE CENTEREDON OPERATING NUT.HEAVY DUTY LID W/EXTENDED SKIRT3' MAX TO
FINISHED
GRADE
EXTENSION
(DIM VARIES)
TOP
(VARIES)
BOTTOM
(VARIES)INSTALL TOMID-RANGEALIGNMENTRING (TYP)ALIGNMENTRING (TYP)(OR)FULL DEPTH VARIES
LOCATING WIRESECURE TOOPERATINGNUT (SELF-SECURINGFROMSURFACE)EXTENSTIONSTEM (SEENOTE 4)CUT SMALL"V" IN BOXSTABILIZERTIE KNOT NEARTOP OF PIPETYPICAL VALVE BOX & COVER10/10/2021FIGURE A111Page 66 of 392
UTILITY DETAILS APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALNOTES:1.THE CONTRACTOR SHALL CONTACT THE UTILITIES INSPECTOR FOR EXACT METER ASSEMBLY LENGTH AND HEIGHTREQUIREMENTS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPE, FITTINGS AND APPURTENANCES, EXCEPTFOR THE METER ASSEMBLY, WHICH SHALL BE PROVIDED BY UTILITIES AND INSTALLED BY THE CONTRACTOR.2.ALL ABOVE GROUND PIPE SHALL BE FLANGED DUCTILE IRON, PRIMER COATED ONLY.3.ASSEMBLY SHALL BE PAINTED IN ACCORDANCE WITH SECTION 3119.4.ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 SST HARDWARE.5.FINISH GRADE AROUND METER ASSEMBLY SLAB SHALL ENSURE A SAFE WORK ENVIRONMENT. GRADING SLOPE DROPOFF SHALL NOT EXCEED 6-IN WITHIN 5-FT OF SLAB.6.SERVICES 4-INCH AND LARGER SHALL BE DIP FROM THE POINT OF CONNECTION TO THE MAIN TO THE METERASSEMBLY IF THE MAIN IS ON THE SAME SIDE OF THE STREET AS THE ASSEMBLY. IF THE MAIN IS ON THE OPPOSITESIDE OF THE STREET AS THE ASSEMBLY, A MINIMUM OF ONE SEGMENT OF PIPE IMMEDIATELY UPSTREAM FROM THEMETER ASSEMBLY SHALL BE DIP. ALL PIPING SHALL BE RESTRAINED.6" CONCRETE SLABWITH FIBER MESHREINFOREMENTO.S.& Y. VALVE (TYP)EXPANSION FIBERMAT'L BETWEEN PIPEAND CONC SLAB (TYP)FIRE LINE MASTER METER PROVIDED BYORANGE COUNTY (SEE NOTE 1)SPOOL PIECE (TYP)DOUBLE CHECK VALVEBACKFLOW PREVENTERFLANGED FITTINGS (TYP)FINISHED GRADE(SEE NOTE 5) (TYP)TO SERVICEFROM MAIN(SEE NOTE 6)3' COVER, MIN(TYP)RESTRAINED JOINTFITTINGS (TYP)SST PIPESUPPORT (TYP)RESTRAINED JOINTFITTINGS (TYP)RIGHT-OF-WAY LINE12"12"12"FLOWCONCRETESLABCONCRETE CONSTRUCTIONJOINTS (TYP)24"24"12"-36"CLEARSST PIPESUPPORT(TYP)BYPASS DIAMETER EQUALTO RISER DIAMETERMJ GATE VALVEW/ VALVE BOXOCUPRIVATE10' (MIN) UTILITIES EASEMENT15' (MIN) UTILITIESEASEMENTREDUCER OR REDUCING90° BEND AS REQUIREDFIRE LINE MASTER METER ASSEMBLY10/10/2021FIGURE A204MMMMMMMMAPPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALMETER BANKS - LONG SERVICE10/10/2021FIGURE A133CURBWATER MAINMIN 4" DIPSERVICEMJ TEEGATE VALVESIDEWALKMJ 90°BENDNOTES:1.1-IN DIRECT TAP SERVICES FOR MAINS CLOSER THAN 7.5-FT FROM R.OW. AND 2-INSADDLE W/ GATE VALVE IF MAIN IS FARTHER THAN 7.5-FT FROM R.O.W. SEE FIG A132-2OR A131-2.2.2-IN GATE VALVES SHALL NOT BE LOCATED IN CURB.3.LENGTHS GREATER THAN 20-FT TO BE EVALUATED ON A CASE-BY-CASE BASIS.INSTALLEDBY COUNTYMJ PLUG ANDBLOW OFFVALVE(POTABLEONLY) (SEEFIG A122-1)PLAN VIEWSEE NOTE 1 R.O.W.R.O.W.20'-0" MAX (SEE NOTE 3)INSTALLEDBY OTHERSINSTALLED BYCONTRACTORCURBVARIES(27" MIN)APPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALREDUCED PRESSURE BACKFLOW PREVENTER, 2" & SMALLER10/10/2021FIGURE A409-29"MIN9"MINBRASS (TYP)PE FROM MAIN / METERPE TO SERVICE90° BEND(2 REQUIRED)UNION2" BALL VALVEBACKFLOW PREVENTERIN ACCORDANCE WITHSTATE AND COUNTYREQUIREMENTS2" BALL VALVETHREADED NIPPLE18" WIDE BY 6"THICK WITH #4 BARALL AROUND (2REQUIRED), ORFIBERMESHFINISHED GRADENOTES:1.ALL PIPE AND FITTINGS SHALL BE BRASS STARTING AT BURIED 90° BENDS.2.COATING IN ACCORDANCE WITH THIS MANUAL.3.FOR WATER SUPPLIED BY OTHER THAN OCU: BASED ON SIZE OF METER, OTHER REQUIREMENTSMAY BE APPLICABLE FOR BACKFLOW PREVENTER.12" MIN16" MAXAPPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALFIRE LINE MASTER METER ASSEMBLY10/10/2021FIGURE A204NOTES:1.THE CONTRACTOR SHALL CONTACT THE UTILITIES INSPECTOR FOR EXACT METER ASSEMBLY LENGTH AND HEIGHTREQUIREMENTS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPE, FITTINGS AND APPURTENANCES, EXCEPTFOR THE METER ASSEMBLY, WHICH SHALL BE PROVIDED BY UTILITIES AND INSTALLED BY THE CONTRACTOR.2.ALL ABOVE GROUND PIPE SHALL BE FLANGED DUCTILE IRON, PRIMER COATED ONLY.3.ASSEMBLY SHALL BE PAINTED IN ACCORDANCE WITH SECTION 3119.4.ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 SST HARDWARE.5.FINISH GRADE AROUND METER ASSEMBLY SLAB SHALL ENSURE A SAFE WORK ENVIRONMENT. GRADING SLOPE DROPOFF SHALL NOT EXCEED 6-IN WITHIN 5-FT OF SLAB.6.SERVICES 4-INCH AND LARGER SHALL BE DIP FROM THE POINT OF CONNECTION TO THE MAIN TO THE METERASSEMBLY IF THE MAIN IS ON THE SAME SIDE OF THE STREET AS THE ASSEMBLY. IF THE MAIN IS ON THE OPPOSITESIDE OF THE STREET AS THE ASSEMBLY, A MINIMUM OF ONE SEGMENT OF PIPE IMMEDIATELY UPSTREAM FROM THEMETER ASSEMBLY SHALL BE DIP. ALL PIPING SHALL BE RESTRAINED.6" CONCRETE SLABWITH FIBER MESHREINFOREMENTO.S.& Y. VALVE (TYP)EXPANSION FIBERMAT'L BETWEEN PIPEAND CONC SLAB (TYP)FIRE LINE MASTER METER PROVIDED BYORANGE COUNTY (SEE NOTE 1)SPOOL PIECE (TYP)DOUBLE CHECK VALVEBACKFLOW PREVENTERFLANGED FITTINGS (TYP)FINISHED GRADE(SEE NOTE 5) (TYP)TO SERVICEFROM MAIN(SEE NOTE 6)3' COVER, MIN(TYP)RESTRAINED JOINTFITTINGS (TYP)SST PIPESUPPORT (TYP)RESTRAINED JOINTFITTINGS (TYP)RIGHT-OF-WAY LINE12"12"12"FLOWCONCRETESLABCONCRETE CONSTRUCTIONJOINTS (TYP)24"24"12"-36"CLEARSST PIPESUPPORT(TYP)BYPASS DIAMETER EQUALTO RISER DIAMETERMJ GATE VALVEW/ VALVE BOXOCUPRIVATE10' (MIN) UTILITIES EASEMENT15' (MIN) UTILITIESEASEMENTREDUCER OR REDUCING90° BEND AS REQUIREDAPPENDIX ASTANDARD DRAWINGSORANGE COUNTY UTILITIESSTANDARDS & CONSTRUCTIONSPECIFICATIONS MANUALDOUBLE DETECTOR CHECK VALVE ASSEMBLY10/10/2021FIGURE A20212"12"NOTES:1.REQUIRED FOR SITES WITH SEPARATE DOMESTIC AND FIRE SYSTEM SUPPLY PIPING.2.BACKFLOW ASSEMBLY SHALL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER. UTILITIESSHALL OWN AND MAINTAIN THE METER.3.UTILITY EASEMENT REQUIRED FOR BY-PASS METER READING. MINIMUM EASEMENT SIZE IS 10-FTx 15-FT.4.DETAIL NOT APPLICABLE WHEN AN RPZ IS REQUIRED IN ACCORDANCE WITH THE BACKFLOWPREVENTION MANUAL.5.ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 SST HARDWARE.6.FINISH GRADE AROUND METER ASSEMBLY SLAB SHALL ENSURE A SAFE WORK ENVIRONMENT.GRADING SLOPE DROP OFF SHALL NOT EXCEED 6-IN WITHIN 5-FT OF SLAB.7.ASSEMBLY SHALL BE PAINTED IN ACCORDANCE WITH SECTION 3119.8.SERVICES 4-INCH AND LARGER SHALL BE DIP FROM THE POINT OF CONNECTION AT THE MAIN TOTHE METER ASSEMBLY IF THE MAIN IS ON THE SAME SIDE OF THE STREET AS THE ASSEMBLY. IFTHE MAIN IS ON THE OPPOSITE SIDE OF THE STREET AS THE ASSEMBLY, A MINIMUM OF ONESEGMENT OF PIPE IMMEDIATELY UPSTREAM FROM THE METER ASSEMBLY SHALL BE DIP.OS & Y VALVES(FLG) (TYP)BYPASS 5/8" x 3/4"DETECTOR METER(PROVIDED BYCONTRACTOR)5'-0" (TYP)12"EXPANSION MATERIALTO BE PLACEDBETWEEN DIP ANDCONCRETE SLAB (TYP)DIP3'-0" COVER
TO SERVICEFROM MAIN(SEE NOTE 8)RISER FLG x MJ(PRIMER COAT)12"90° BEND (FLG)(TYP)BYPASS BACKFLOWASSEMBLYPLAN VIEWPROFILE VIEWFIRELINEBACKFLOWASSEMBLY6" CONCRETE SLAB(2500 PSI) W/ FIBERMESH316 SST FLANGEPIPE SUPPORT (TYP)FINISHED GRADE (SEENOTE 6) (TYP)Page 67 of 392
LAK E A P OP KA
UNN AM E D LA KE
UNN AM E D CA NAL Ocoee Apopka RoadS tate R oad 429Palastro WayF ul l er s C ro ss R o a dWestyn Bay BoulevardWe st R o a d
S t o n e g a t e D r i v eNola DriveOrsota CircleAzzurra LaneOcoee Crown Point ParkwayPa li o C o ur t
Migliara LaneWestyn Cove LaneCabernet CirclePecori TerraceMerlot DriveCi m a r os a C o ur tCardassi DriveFarnham DriveP
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UN NAM ED L AKE
UN NAM ED CAN AL
S tate R oad 429Ocoee Apopka RoadW est Ro ad
S t o n e g a t e D r i v e
Pesaro Circle
I
0 210 420105Feet
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