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Item 03 Approval of Large Scale Final Subdivision Plan for Reserve at Lake Meadow PUD, Project No. LS-2021-009
ocoee florida AGENDA ITEM COVER SHEET Meeting Date: April 5, 2022 Item # 3 Reviewed By: 797A Contact Name: Michael Rumer Department Director: Michael Rumer Contact Number: Ext. 1018 City Manager: Ro 'M ro0' Subject: Reserve at Lake Meadow PUD Large Scale Final Subdivision Plan Project# LS-2021-009 Commission District#1 — Larry Brinson, Sr. Background Summary: The Reserve at Lake Meadow PUD property,is located directly east of Lauren Beth Ave., approximately 3,500 feet to the south of Clarcona-Ocoee Rd., and 166 feet north of Nicole Blvd. The subject property is approximately 18.58 acres in size. The parcel is currently vacant and undeveloped, with an abundance of vegetation. It is identified as parcel number 04-22-28-0000-00-024. The property received PUD (Planned Unit Development) rezoning and Large-Scale Preliminary Subdivision Plan approval on December 15, 2020, for 46 detached single- family lots. The table below references the jurisdictions, future land uses, zoning classifications, and existing land uses of the surrounding parcels: Direction: Jurisdiction/Future Land Use Zoning Existing Land Use North City of Ocoee/Low Density Residential General Agriculture Vacant &Conservation-Floodplains "A-1" East City of Ocoee/Conservation- Planned Unit Development—Medium Vacant Floodplains Density "PUD-MD" South City of Ocoee/Low Density Residential Single—Family Dwelling Single-Family &Conservation-Floodplains "R-1" Residence West Orange County/Low Density Residential Agriculture Single-Family &Conservation-Floodplains "A-1" Residence Issue: Should the Honorable Mayor and City Commission approve the Large-Scale Final Subdivision Plan for the Reserve at Lake Meadow PUD? Discussion: The Final.Subdivision plan per the approved PUD consists of two (2) lot sizes; 40-foot and 50-foot wide lots. One (1) tract of land within the development will be dedicated as an amenity for the residents, with an exercise trail being proposed to the east of the property adjacent to the lake. The parcel also consists of some wetlands/flood zones to the northwest and east.A portion of the wetlands and floodplain adjacent on the west side of the property will be modified and increased to hold some retention. Additional flood plain capacity will be created to compensate at the rate of 2:1. The subdivision will have access from the middle of the property via a proposed public right-of-way connecting directly to Lauren Beth Ave. Water, sanitary sewer, reclaimed water (when available), solid waste, and police & fire protection) will be provided by the City. Stormwater retention will be provided on-site and constructed by the applicant as part of the project and located to the west and east of the parcel. Development Review Recommendation: The Development Review Committee (DRC) has reviewed the Large-Scale Final Subdivision Plan for consistency with adopted Engineering Design Standards and Land Development Code.The Utility Department is still reviewing the plans and details for sufficiency. However, no adjustments to the locations and line sizes are expected. Staff Recommendation: Staff recommends that the Honorable Mayor and City Commission approve the Large-Scale Final Subdivision Plan for the Reserve at Lake Meadow PUD. Attachments: Location Map, Zoning Map, Future Land Use Map, Aerial, Large Scale Final Subdivision Plan Proposed Elevations Financial Impact: None Type of Item: (please mark with an x') Public Hearing For Clerk's Dept Use: Ordinance First Reading , X Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by () N/A Reserve at Lake Meadow Location Map j Rye W.4,1 rl-tniuminpu i ' \ . oMINaRt j �� v. o Yi `R ° a -,,,, III �r , _ z mu 1 - u«. I � :...LIPRoad J t_ IIII . NM Want ,. J IV cO) 6 ,, . . .;me \rii UM 2 .., -, ,. Qi,, L • \-i. 1 � ,c (1:30Ui041r1d1 I I I I )1LLl_ 11 1 1 1 1 1 1 ____ _-__ __, .. .. .. IIIP — one Elm mil.. .. .. Es.,ow. — — .. .. .. ismnii — MIN -- •• 1 — .. .. .. .. — .. .. .. . 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C1':4 "••• ,. • t :1*(01'4- * , .4. 4' ' s * ' ,4 . `-- '' •'.'-', ' A , .-.s,,, , I. * ' - . - r . •'" *... •,•: .4 11"• ' ,' ( -'' -,,,,,&.14-40 -14. ..„4„.4,,, , _ _ .-. . '''' •• ; ...w ;*...'. ! , A , •, .,„ . _ '1.^:. • L . Nicole Boule'v 11 - — ' 160 .t. , 0 40 80 Feet II. .".4to * "ml* 4 i Y 3 � m 5 J � a ✓..._". 1 ..scum y OCOEE,OCOEE SUBDIVISION LEGAL DESCRIPTION A PARCEL OF LAND LUNG IN A PORTION OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 4, TOWNSHIP 22 SOUTH, RANGE 28 EAST. MANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SECTION 4, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE NORTH " 8967'59' EAST ALONG THE SOUTH ONE OF SAID SECTION 4 FOR 30-M FEET TO THE PONT OF BEGINNING AND = THE EASTERN RIGHT OF WAY OF LAUREN BETH AVENUE (60 FOOT RIGHT OF WAY): THENCE NORTH 00b3'53' - ... .. EAST ALONG SAID EASTERN RIGHT OF WAY FOR 30.00 FEET TO THE SOUTHWEST CORNER OF THE PARCEL DESCRIBED IN DOCUMENT NUMBER 20180541250 AS RECORDED IN THE PUBLIC RECORDS OF ORANGE COUNTY FLORIDA, THENCE NORTH 8W07'59' EAST ALONG THE SOUTH LINE OF SAID PARCEL FOR 203.42 FEET TO TIE SOUTHEAST CORNER OF SAID PARCEL: THENCE NORTH 00-05.38' EAST ALONG THE EAST LINE OF SAJD PARCEL _ FOR 208.44 FEET TO THE NORTHEAST CORNER OF SAID PARCEL; THENCE SOUTH 6967'59' WEST ALONG TIE NORTH UNE OF SAID PARCEL FOR 203.53 FEET TO INTERSECT THE AFORESAID EASTERN RIGHT OF WAY OF LAUgEN RETH AVENUE 1 1HD"' NORTH OOb3'53' EAST ALONG SAID EASTERN RIGHT OF WAY FOR 422.53 FEET TO INTERSECT TIE NORTH UNE OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 4; THENCE NORTH 8910.12' EAST ALONG SAID NORTH ONE FOR 1.293.99 FEET TO THE NORTHEAST CORNER OF AFORESAID SOUTH 1/2 ; THENCE SOUTH 00'45'20" WEST ALONG THE EAST UNE OF THE SAID SOUTH 1/2 FOR 660.30 FEET TO INTERSECT THE AFORESAID SOUTH LINE OF SECTION 4; THENCE SOUTH 8967'59' WEST ALONG SAID SOUTH LINE FOR 1,286.05 FEET TO THE POINT OF BEGINNING. CONTAINING 809,601 SQUARE FEET OR 18.5859 ACRES, MORE OR LESS. SITE SECTION 4, TOWNSHIP 22S, RANGE 28E LOCATION MAP N.T.S. PROJECT TEAM UTILITY PROVIDERS DEVELOPER ENGINEER WATER, SEWER AND POWER: ELEVATION DEVELOPMENT KIMLEY HOR14 AND ASSOCIATES, INC. RECLAIMED WATER: DUKEENERGY 121 SOUTH ORANGE AVENUE 189 S. ORANGE AVE., SUITE 1000 20DI OLD SCENIC WAY SUITE 7250 ORLANDO, FL 32801 CITY OF OCOEE UTILITIES DEPT. LAKE WALES, EL 53 ORLANDO, FL 32601 CONTACT: BROOKS A. STICKLER, P,E. CONTACT: BRANDY EGGERICHS PHONE: (407) goy-3100 N D CONTACT: SHARODEAR CONTACT: PHONE: (407) 575-0129 PHONE: (407) 905-3321 PHONE: (727) 286-2934 EMAIL: br00ks.stkkler@kimley-harn.com CABLE/TELEPHONE/FIBER: TELEPHONE/FIBER: CHARTER COMAUNICATIOS CENTURYLINK 3767 ALL AMERICAN BLVD, CONTACT: THOMAS STURNIER ORLANDO, FL 32810 PHONE: (720) 578-8090 CONTACT: HELENEl IERNANOEZ PHONE: (407) 532-8692 PREPARED BY Kimley)))Horn 2022 KIIALEY HORN AND ASSOCIATES, INC. 1B9 S. Orange Avenue, Site 1000, Orlando, FL 32801 Ph— (407) 898-1511 WWW.KIMLEY HORN.COM CA 00000696 Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 GENERAL NOTES C2.0 SWPPP C2.1 EROSION CONTROL PLAN C2.2-C2.3 EROSION CONTROL DETAILS C3.0 EXISTING CONDITIONS ANO DEMOJTION CCO OVERALL SITE PLAN C4.1 OETAILED STE PLAN C5.0 SIGNAGE & STRIPING PLAN C6.0 OVERALL PAYING, GRADING AND DRAINAGE PLAN C6.1-06.4 DETAILED PAVING, GRADING AND DRAINAGE PLAN CTO UTILITY PLAN C7.1 UTILITY CONFLICTS GELD PROFILE KEY SHEET C8.1-C8.6 PLAN & PROFILE C9.G-C9.1 GENERAL CONSTRUCTION DETAILS C9.2-G9.4 CITY OF OCOEE STANOARO DETAILS C9.5-C9.8 LIFT STATION DETAILS CIO.0 LIGHTING AND PHOTOMETRIC PLAN L0.50 TREE MITIGATION PLAN LO.51 TREE MITIGATION SPECIFICATIONS L1.00 LANDSCAPE PLAN 11.01 LANDSCAPE PLANT SCHEDULE AND CALCULATIONS 1-1.50 LANDSCAPE DETAILS L1.51 LANDSCAPE SPECIFICATIONS L2.00 IRRIGATION PLAIT L2.50 IRRIGATION DETAILS L2.51 IRRIGATION NOTES Brooks A °'�" ' Stickle � sly �P'� � d P.E, {3ere 74031,s Z N LL N Wh OU m Om O U= Ofco < 1 w m m o I > t I 3 Y W rr^^ V) QO UJI /�// Fy ui 1Of W 07 W Ofw AAvate c JI 811 two full busiiico days berate you dig to haw u1ldeTgmurd utBRles located wd marked. ram((�-� rr � 01093DIJ� D 0 N�LIL1lJ 0 C) SHEET NUMBER C0.0 F GENERAL DRAINAGE SYSTEM TESTING AND INSPECTION POTABLE WATER TESTING AND INSPECTION y m 1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE EXISTING UTILITY INFORMATION SHOWN IS 1. THE STORM DRAINAGE PIPING SYSTEM SHALL DE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL CONTRACTOR TO NOTIFY THE ENGINEER 2 FULL BUSINESS DAYS IN ADVANCE TO SCHEDULE 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL Rf]AA1N F BASED ON THE TOGRAPHIC SURVEY PROVIDED BY SOUTHEASTERN SURVEYING. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, OPDIMENSIONS INSPECTION. UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN o ELEVATIONS, AND OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES, AFFECTING THIS AREA PRIOR TO ACCORDANCE WITH THE CITY OF OCOEE DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY THE OWNER'S ENGINEER AND o CONSTRUCTION WORK. 2. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL APPLICABLE AGENCY INSPECTORS 2 FULL BUSINESS DAYS IN ADVANCE OF PERFORMING TESTS. S, 2, PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY EXISTING UTILITIES INCLUDING GAS, WATER, FINAL ACCEPTANCE OF THE PROJECT. PTHE STORM SYSTEM WILL BE REINSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUANCY PURPOSE S THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING, AND OBTAIN CLEARANCE OF DOMESTIC AND r ELECTRIC, CABLE TV, COMMUNICATIONS, SANITARY SEWERS AND STORM DRAINAGE SYSTEMS, ON AND / OR ADJACENT TO THE SITE. . AT THE CONTRACTORS EXPENSE AND PRIOR TO FINAL ACCEPTANCE. FIRE LINE WATER SYSTEM(S). COPIES OF ALL BACTERIOLOGICAL TEST RESULTS ARE TO BE SUBMITTED TO THE OWNER'S REMOVE OR CAP AS NECESSARY. ENGINEER FOR CERTIFICATION PURPOSES. 3. THE CONTRACTOR SHALL EXERCISE CAUTION IN AREAS OF BURIED UTILITIES AND SHALL CALL "SUNSHINE" AT 1-800-432-4770 AT 3. ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA MANUAL M23, CONCERNING HYDROSTATIC LEAST 48 HOURS PRIOR TO CONSTRUCTION TO ARRANGE FOR FIELD LOCATIONS OF BURIED UTUTES, PAVING, GRADING AND DRAINAGE TESTNG OF PVC PIPING. OFF -SITE UTILITIES HYDROSTATIC TESTING TO BE WITNESSED BY A A CITY OF OCOEE WATER rn DEPARTMENT INSPECTOR. o « 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS, ETC.) IS TO BE EXCAVATED AND REPLACED W1TN OCCUR AS A RESULT OF THE WORK PERFORMED, BY THE CONTRACTOR OR SUB -CONTRACTORS, AS CALLED FOR IN THESE CONTRACT > - DOCUMENTS. SUITABLE/COMPACTED SOILS, AS DIRECTED BY THE GEOTECHNICAL ENGINEER OF RECORD OR THE OWNERS ENGINEERS. SANITARY SYSTEM $ = 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROlA THE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS AND VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO PER THE GEOTECHNICAL REPORT. CONTRACTOR 15 RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION/REgUIREMENTS. REMOVING DELETERIOUS MATERIAL FROM THE SITE. 1. ALL PVC PIPE SHALL BE SOLID WALL POLYVINYL. CHLORIDE PIPE AND COMPLY WITH ASTM D 3034 AND ALL APPLICABLE ASTM DOCUMENTS AS COVERED IN SECTION NO. 2 OF ASTM D 3034. MAIN LINES SHALL BE A MINIMUM OF 8" DIAMETER, AND 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ON ALL PRECAST AND MANUFACTURED ITEMS, TO THE OWNER'S ENGINEER FOR 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, LATERALS SHALL BE A MINIMUM 6" DIAMETER. ° REVIEW. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE EXPENSE. PIPE AND APPURTENANCES ARE BEING PLACED. 2, ALL GRAVITY SEWERS MUST BE SDR 35 PVC, EXCEPT FOR PIPE DEEPER THAN 14 FEET OR PIPE IN AREAS OUTSIDE OF THE dz RIGHT-OF-WAY, IN WHICH CASE SOR 26 PIPE SHALL BE USED. ELASTOMERIC GASKET JOINTS SHALL BE UTILIZED FOR PVC a 7. ALL UTILITY SERVICE STUB -OUTS (WATER, SANITARY SEWER, ETC.) ARE TO BE INSTALLED WITHIN 5' OF THE POINT ON CONNECTION 3. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY PIPE, AND SHALL COMPLY WITH ASTM F477, ASTM D3034 do ASTM F679. JOINTS SHALL COMPLY WITH ASTM D3212. TO THE BUILDING(S), UNLESS OTHERWISE NOTED ON PLANS. THE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS. 3. ALL SLOPES FOR GRAVITY SEWER MAINS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE FOLLOWING MINIMUM GRADES: 8. CONTRACTOR TO COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY SUPPLIER REGARDING ANY NECESSARY RELOCATION(S) OF 4. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, UNLESS OTHERWISE NOTED. 4" ® 2.0074 6" 0 1.00% ; AND 8" ® 0.40X 1, UNDERGROUND AND/OR OVERHEAD ELECTRIC FACILITIES, AND FOR THE LOCATION AND INSTALLATION OF TRANSFORMER PAD(S) AND J T ASSOCIATED ELECTRIC FACILITIES. 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE 4. AL ANITAR 4. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE CITY OF OCOEE ENGINEERING STANDARDS MANUAL AND LL SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. X a 9. SAFETY: A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE 6. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING AT S. PRIOR TO COMMENCING WORK WHICH REWIRES CONNECTING PROPOSED FACILITIES TO EXISTING LINES OR APPURTENANCES, g - CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND PAVEMENT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION(S) OF EXISTING CONNECTION POINTS) AND NOTIFY THE SAFETY OF HIS/HER PERSONNEL. OWNERS OWNER'S ENGINEER OF ANY CONVICTS OR DISCREPANCIES. N d B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA. 7. CURBING SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT, UNLESS OTHERWISE NOTED. REFER TO THE FY 2020-21 C. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA. MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN EDITION OF THE F.O.O.T. "STANDARD PLANS FOR ROAD CONSTRUCTION" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURB AND GUTTERS CALLED FOR IN THESE PLANS. 6. SANITARY SEWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE MAIN LINES. - m THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND CONSTRUCTION PERSONNEL FROM HAZARDS WITHIN THE PROJECT LIMITS. 8. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE 7. ALL ON -SITE PVC FORCE MAINS (IF REQUIRED) SHALL BE CLASS 200, DR 14 FOR 4" DIAMETER, AND CLASS ISO OR 18 z E ° D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM SOILS ENGINEER FOR APPROVAL. FOR 6" TO 12' DIAMETER PIPE, IN ACCORDANCE WITH AWWA C900 STANDARDS. PVC FORCE MAIN PIPE SMALLER THAN 4" m w o o �? TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. "TRENCH DIAMETER SHALL BE CLASS 200, $OR 21, IN ACCORDANCE WITH ASTM D 2241. FORCE MAIN SHALL BE SPIRAL WRAPPED WITH i z z z E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE SAFETY ACT. THE CONTRACTOR SHALL INSURE THAT THE 9. CONTRACTOR TO PROVIDE A 1/2" TO 1" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABURAENT OF CONCRETE 2 INCH WIDE DARK GREEN STICK -ON MIINT'L TAPE. FORCE MAINS WITHIN THE RIGHT-OF-WAY SHALL BE CLASS 52 DIP, aj r > o 0 5 METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH AND OTHER MATERIALS (STRUCTURES, OTHER POURED) MINIMUM 4' DIAMETER, s ADMINISTRATION (OSHA) REGULATIONS. Y w F. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN FRONDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE 10. ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH F.D.O.T. STANDARD PLANS d711-001. 8. FORCE MAINS SHALL HAVE SUITABLE !MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE FORCE MAIN. a S OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 11. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS 9. LIFT STATION SHALL CONFORM WITH THE LATEST APPLICABLE SPECIFICATIONS AND STANDARDS. ® - WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN 0 3 E 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AN R-O-W UTILIZATION PERMIT (IF REQUIRED) FOR CONSTRUCTION OF THE PROPOSED UTILITIES. THIS PERMIT MUST BE OBTAINED BY A DULY LICENSED PLUMBING CONTRACTOR (OR SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. CONTRACTOR TO COORDINATE WITH OWNER REGARDING TYPE OF MATERIAL, LANDSCAPING AND IRRIGATION REQUIREMENTS. N - CLASS A GENERAL CONTRACTOR) PRIOR TO THE START OF CONSTRUCTION. THESE PLANS AND ANY SUBSEQUENT REVISIONS TO �+ c+ SANITARY. TESTING AND. INSPECTION THESE PLANS, THAT ARE ISSUED BY THE ENGINEER, WILL 8E SUBJECT TO THE APPROVAL CONDITIONS OF THIS PERMIT. 12. THE CONTRACTOR SHALL RESTORE OFF -SITE CONSTRUCTION AREAS TO EQUAL AND/OR BETTER CONDITION THAN EXISTING _ 2 S 11. THE GRAPHIC INFORMATION DEPICTED ON THESE PLANS HAS BEEN COMPILED TO PROPORTION BY SCALE AS ACCURATELY AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE DISTORTION, REDUCTION, AND/OR REVISIONS, INFORMATION CONTAINED HEREIN IS NOT PRIOR TO START OF CONSTRUCTION. 13. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATION AT PROPERTY LINES. 1. ALLGRAVITY PIPINGBJECT TO A MSUAL INSPECTIONLE SUSHAII AND CnON(S). Qiav`aaaaab INTENDED TO BE SCALED FOR CONSTRUCTION PURPOSES. MUNICIPALITY/A NCYR CONTRACTOR NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPEEER 14. SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, SHALL BE REPLACED UPON THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH A TELEVISED INSPECTION (TV) OF THE PROPOSED 1 °a - 12. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LATEST REVISION. COMPLETION OF WORK BY A REGISTERED LAND SURVEYOR AT CONTRACTORS EXPENSE. GRAVITY SEWER LINE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE TV INSPECTION TAPE TO THE ENGINEER, THE OWNER AND THE APPLICABLE MUNICIPALITY/AGENCY, ° 13. ALL UNDERGROUND UTILITIES MUST BE IN -PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 15. FINAL GRADES SHOWN INCLUDE SOD HEIGHT. ALL AREAS SHALL BE GRADED TO DRAIN AWAY FROM THE BUILDINGS. E 2. THE CONTRACTOR SHALL PERFORM AN INFILTRATON/EXFlLTRATON TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH '4 ° 14. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH ANY OTHER WORK BEING PERFORMED INH SITE BY 16. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE AND JURISDICTIONAL PERMITTING AGENCIES. THE REGULATORY AGENCY HAVING JURISDICTIXH. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND ° , OTHER CONTRACTORS/SUBCONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE GENERAL CONTRACTOR TO SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES a_0 oa°=°•�° ��' °ye COORDINATE AND SCHEDULE HIS/HER ACTIVITIES ACCORDINGLY. 17. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN -OUTS, MANHOLES, CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. IS THE CONTRACTOR'S RESPONSIBILITY. 15. ALL DIMENSIONS ARE TO FACE OF CURB. 3. LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: 3 o m u m z ALL 18. THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION, DROP A. THE LEAKAGE EXFlLTRATON OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE 16. FINISHED FLOOR ELEVATIONS SHALL BE AT LEAST 2 FEET ABOVE THE ELEVATION OF THE 100 YEAR, 24 HOUR STORM, OR CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET THE CITY OF PER DAY FOR ANY SECTION OF THE SYSTEM. w o !j TI AT THE MAXIMUM STAGE FOR THE 100 YEAR 4 DAY STORM EVENT, I E T, WHICHEVER S HIGHER. OCOEE AND A.O.A. SPEgFlCATI0N5. B. EXFlLTRATON OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD Of 2 FEET C. AIR TESTS, AS A MINIMUM, 0 i N i 17. ALL SIGNAGE AND PAVEMENT MARKINGS MUST COMPLY WITH THE CITY OF OCOEE STANDARDS MANUAL, ORANGE COUNTY CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE, ASTM C 924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. m o. co o I < m r PAVING/GRADING TESTING AND INSPECTION srANDAROs As WELL As FDQT AND THE MUTCD. 4. CONTRACTOR TO PERFORM APPROPRIATE DEFLECTION 18, ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER TESTS FOR ALL FLEXIBLE PIPE. TESTING IS REQUIRED AFTER THE FINAL BACKFlLL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE SYSTEM. TESTING Y a 5 BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE REQUIREMENTS SPECIFY: _ OWNER AND NOTIFICATION TO THE ENGINEER. 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING Valli THE SOILS ENGINEER. TESTS WILL BE A. NO PIPE SHALL EXCEED A DEFLECTION OF 5X REQUIRED PURSUANT WITH THE SOILS REPORT. UPON COMPLETION OF WORK THE SOILS ENGINEER WILL SUBMIT B. USING A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER NOT LESS THAN 95% OF THE BASE 19. THE CONTRACTOR SHALL INSTALL, AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION, DROP CURBS CERTIFICATIONS TO THE OWNER AND OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET THE CITY OF OCOEE AND A.D.A. SPECIFICATIONS. SPEGFICATON, INCLUDING THE APPENDIX, TO WHICH THE PIPE IS MANUFACTURED. �^ _ '= 20. IN THE EVENT OF EXCESSIVE OFF -SITE TRACKING. THE CONTRACTOR WILL BE OBUGATED TO INSTALL ADDITIONAL MEASURES. 2. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN -PLACE MATERIALS AS REWIRED BY THESE PLANS AND GEOTECHNICAL REPORT, THE VARIOUS AGENCIES AND PERMIT CONDITIONS. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THESE REQUIREMENTS, THE C. PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. 5. CONTRACTOR TO INSPECT k TEST MANHOLE FOR WATERTIGHTNESS OR DAMAGE PRIOR TO PLACING INTO SERVICE. AIR N� 1 I 1 1�1 ° 21. FIRE LINE IS DESIGNED BY OTHERS AND IS SHOWN FOR COORDINATION PURPOSES ONLY. FIRE LINES SHALL BE INSTALLED BY A CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING. TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, SHALL CONFORM TO THE TEST PROCEDURES DESCRIBED IN ASTM P CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSHALL'S OFFICE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO C-1244. o CONSTRUCTION OF THE FIRE PROTECTION SYSTEM. 7� POTABLE WATER SYSTEM T TREES AND VEGE ATION 22. ALL CONCRETE SIDEWALKS SHALL BE CONSTRUCTED PER FOOT STANDARD PLANS (FY 202G-21) #522-001. I e 23. SITEWORK SHALL COMPLY WITH 2O12 FLORIDA BUILDING CODE AND FLORIDA ACCESSIBILITY CODE. I.ALL WATER MAIN PIPE FITTINGS AND APPURTENANCES SHALL BE INSTALLED TO COMPLY WITH THE CITY OF OCOEE STANDARDS ASPECIFICATIONS. AND 1. THE CONTRACTOR IS TO MINIMIZE THE REMOVAL OF VEGETATION TO THE GREATEST EXTENT PRACTICAL. NO TREES SHALL Q _ _ 24. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE 2. ALL WATER SERVICE LINES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY WITH APPUCABLE MUNIUPAUTY/AGENCY DEPARTMENT STANDARDS AND SPECIFICATIONS. BE REMOVED OR DAMAGED WITHOUT OWNER'S APPROVAL. TREES IN CLOSE PROXIMITY TO CONSTRUCTION SHALL BE PROTECTED BY ORANGE FENCING. JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS AND RETENTION AND W 25. DISCHARGE OF GROUNDWATER FROM DEWATERING OPERATIONS REQUIRES APPROVAL FROM FDEP AND THE APPLICABLE WATER 3. ALL WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT OF METERING AND BACK FLOW PREVENTION (IF REQUIRED), SHALL BE BUILT ACCORDING TO THE CITY OF OCOEE UTILITIES DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISTURBED AREAS SHALL BE RETURNED ° MANAGEMENT DISTRICT. DISCHARGES DIRECTED TO THE COUNTYS MS4 REQUIRES A RIGHT-OF-WAY UTLIZATON PERMIT FOR STANDARDS AND SPECIFICATIONS. TO THEIR ORIGINAL CONDITION. I ' GEWATERING PRIOR TO THE START OF DISCHARGES. TO OBTAIN RIGHT-OF-WAY APPROVAL, COPIES OF THE FDEP PERMIT NOI, 4. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS AND SERVICE LATERALS TO w AS BUILT ` DOCUMENTATION SHOWING DEWATERING AT THE SITE IS NOT WITHIN 500 FT OF KNOWN CONTAMINATION, AND A DEWATERING PLAN BUILDING(S), TO ASSURE ADEQUATE FLUSHING AND DISINFECTION/CHLORINATION. E SHALL BE SUBMITTED TO CITY OF OCOEE ENGINEERING/UTILITIES SECTION (407-905-3102). ANALYTICAL SAMPUNG OF GROUNDWATER MAY BE REQUESTED BY THE CITY OF OCOEE ON A CASE -BY -CASE BA51S TO CONFIRM SITE CONTAMINATION STATUS.' 5. ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA MANUAL M23, CONCERNING HYDROSTATIC TESTING I. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH COMPLETE 26. IN THE CASE OF CONFLICTING STANDARDS BETWEEN THE CITY STANDARDS AND THE STANDARDS SET FORTH IN THIS SECTION, THE OF PVC PIPING. OFF -SITE UTILITIES HYDROSTATIC TESTING TO BE WITNESSED BY CITY OF OCOEE WATER DEPARTMENT INSPECTOR, E MORE STRINGENT STANDARDS SHOULD BE FOLLOWED. 6. ALL WATER !RAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE LATEST AWWA SPEgFlCATION 'AS -BUILT INFORMATION, CERTIFIED RYA REGISTERED LAND SURVEYOR. THIS "AS -BUILT' INFORMATION SHALL INCLUDE 3 C651 AND THE CITY OF OCOEE WATER DEPARTMENT SPECIFICATIONS. INVERT ELEVATIONS, LOCATIONS OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS GRADE BREAK LOCATIONS 27. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN WRITING PRIOR TO AND ELEVATIONS FOR PROPOSED CONSTRUCTION. NO ENGINEER'S CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY - CONSTRUCTION. 7. ALL PVC WATER MAIN, 4" TO 8' DIAMETER PIPING, SHALL CONFORM TO ASTM D2241 AND ASTM 1784. PIPE SHALL BE AWWA (C.0) PURPOSES WILL BE MADE UNTIL THIS INFORMATION HAS BEEN RECEIVED AND ACCEPTED BY THE OWNER'S ENGNEEFi. W ° 28. ALL IMPROVEMENTS TO BE DEDICATED AND OR MAINTAINED BY ME CITY SHALL BE IN CONFOIHMANCE WITH THE CURRENT CITY OF 28. ENGINEERING STANDARDS MANUAL MATERIAL UST, AND DETAILS FINAL PLAN APPROVAL DOES NOT PROVIDE CURRENEXEMPTIT ENGINEERINGS TO C-900 OR-18. JOINTS SHALL BE RUBBER GASKElEO PUSH -ON CONFORMING TO ASTM D1869. 2. AS -GUILTS NEED TO BE SUBMITTED TO THE CITY, SIGNED AND SEALED, IN ACCORDANCE WITH SECTION 3.01.05 OF THE THESE RE B. POTABLE WATER MAINS WILL BE PVC SDR 21 (200 PSI) FOR PIPES LESS THAN 4'. SCHEDULE 40 AND SCHEDULE 80 PIPING ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: MATERIAL ARE ALSO ACCEPTABLE FOR PIPES SIZES LESS THAN 4". THE ABOVE TYPE INSTALLATONS MUST BEAR THE 'NFS' SWAP A. PDF COPY. < DEMOLITION FOR COMPATIBILITY WITH POTABLE WATER USE. B. CAD COPY DRAWN IN STATE PLANE COORDINATES. '^ V J 9. ALL POLYVINYL CHLORIDE PIPE SHALL BE LAID WITH AN INSULATED 12 GAUGE A.W.G. SOLID STRAND COPPER WIRE WOUND 1. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES. 2. EXTENT OF SITE CLEARING IS SHOWPH ON DRAWINGS. PAVEMENT MARKING AND SIGNAGE AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE. THIS WARE IS TO BE CONTINUOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY THE ENGINEER, THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES AND ELBOWS. �-- - 10. ALL POTABLE WATER MATERIALS AND INSTALLATION SHALL CONFORM WITH THE CITY OF OCOEE 2012 ENGINEERING STANDARDS t. THE INSTALLATION, SHAPE. AND SIZE OF ALL SIGNS AND THEIR LETTERING SHALL COMPLY WITH THE LATEST EDITIONS OF 3. CONTRACTOR SHALL CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS. WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILTIES. 00 NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR MANUAL. W ❑ e USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. THE U.S. DEPARTMENT OF TRANSPORTATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, ED. 2009' (MUTCD), AND THE F.D.O.T. "STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, FY 2020-21'. AND THE F.D.O.T. "DESIGN $ 4. CONTRACTOR SHALL PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS INDICATED ON PLAN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM, ED. " > W "EXISTING TO REMAIN'. 2013'. WHERE CONFLICTS EXIST BETWEEN THE PLANS AND THE ABOVE MENTIONED SPECIFICATIONS, THE MORE STRINGENT CRITERIA SHALL PREVAIL uj 5. CONTRACTOR SHALL RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO PARTIES HAVING /!1 co JURISDICTION. 2. STOP BARS AND STOP SIGNS ARE TO BE PROVIDED AT ALL INTERNAL, ONSITE INTERSECTIONS, WITH THE EXCEPTION OF SIGNALIZED INTERSECTIONSuj DATUM 6. CONTRACTOR SHALL REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF (UNLESS OTHERWISE NOTED). Always call811 twv foil 6Tdness days bePore you dig to S OFF -SITE IN A IEGAI. MANNER. haveundergeoundudiN9esbcatedandmaH�. L.f_ w 7. CONTRAC TOR SHAH DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTES "TO BE 3. ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE FY 2020-21 F.D.O.T. STANDARD PLANS /711-001. �U BEARINGS SHOWN HEREON ARE BASED ON EAST LINE OF GRAND PINES, WHICH BEARS SOD'3209'W, PER PB 66, PG 57-58. E REMOVED'. j1�T��fFTr-.,� LiL1C�J�` O SHEET NUMBER 0 i. ELEVATIONS SHOWN HERON ARE RELATIVE TO NAVD88 DATUM BASED ON BENCHMARK OC-16-101 HAVING A PUBLISHED 8. CONTRACTOR SHALL PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT LATERAL MOVEMENT UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION. ELEVATION OF 111.075' (NAVD88). DESCRIBED AS 3�" ORANGE COUNTY ALUMINUM DISK IN CONCRETE CURB. 'O S e SITE DESCRIPTION PROJECT NAME AND LOCATION RESERVE AT LAKE MEADOWS TAX PARCEL: 04-22-28-0000-00-024 2149 LAUREN BETH AVENUE OCOEE, FL ORANGE COUNTY, FLORIDA 'SEE COVER SHEET FOR LOCATION MAP DEVELOPER NAME AND ADDRESS ELEVATION DEVELOPMENT 121 SOUTH ORANGE AVENUE SUITE 1250 ORLANDO, FL 32801 CONTACT: PHONE: (727) 286-2934 PROJECT DESCRIPTION RESERVE AT LAKE MEADOWS IS A RESIDENTIAL, SINGLE-FAMILY SUBDIVISION DEVELOPMENT ON A t18.58 AC SITE. THE SITE IS LOCATED SOUTH OF LAKE MEADOW ROAD IN OCOEE, FLORIDA. THE WEST AREA OF THE SITE DISCHARGES TO AN ON -SITE DRY RETENTION POND FOR TREATMENT, WHICH ULTIMATELY DISCHARGES TO LAKE MEADOW. THE EAST AREA ACRES DISCHARGES TO AN ON -SITE DRY RETENTION POND FOR TREATMENT, WHICH ULTIMATELY DISCHARGES TO LAKE MEADOW. PROJECT AREA: 18.58t ACRES CONTRIBUTING DRAINAGE AREA: 18.58t ACRES ULTIMATE RECEIVING WATERS: LAKE MEADOW ACTIVITIES THAT REQUIRE EROSION CONTROL SITE CLEARING AND GRUBBING; PROVIDING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; EXCAVATION FOR THE EXFILTRATION SYSTEM; SITE GRADING; INSTALLATION OF STORM WATER, SANITARY SEWER, AND WATER STRUCTURES; CURB, ROADWAYS, AND PARKING FACILITIES. 'SEE PLANS FOR THE LOCATION OF TEMPORARY SEDIMENT BARRIERS AND OTHER EROSION CONTROL METHODS. SOIL PARAMETERS SOIL TYPES: HYDROLOGIC SOIL GROUP SU1.11.MRY SOIL TYPE SOIL —IS SOIL RATING DASINGER FIDE SANO, FREQUENTLY PONDED, 0 TO I PERCENT SLOPES ADD d DAIDLER FYIE SAND, U TO 5 PERCENT SLOPES A 31 ST. JOHNS FINE SAND gip d3 SN:IBEL MUCK AD 47 TAVERES-I.IILLNOFPER COMPLEX, 0 TO PERCENT SLOPES A SEQUENCE OF MAJOR ACTIVITIES THE ORDER OF CONSTRUCTION IS AS FOLLOWS 1. PROVIDE STABILIZED CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCES AND OTHER EROSION CONTROL METHODS 3. CLEAR AND GRUB FOR SEDIMENT BASIN AND EARTH DIKE 4. CONSTRUCT EARTH DIKE AND SEDIMENT BASIN 5. FINISH CLEARING AND GRUBBING 6. REMOVE AND STORE TOPSOIL 7. PROVIDE INITIAL GRADING AS REQUIRED 8. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE 9. INSTALL UTILITIES, STORM SEWER, CURB AND GUTTER 10. INSTALL BASE TO ROAD AND PARKING AREA 11. FINISH GRADING ENTIRE SITE 12. CONSTRUCT FINAL PAVING 13. REMOVE ACCUMULATED SEDIMENT 14- REMOVE ANY ITEMS THAT ARE NOT REQUIRED TIMING OF CONTROL MEASURES THE INSTALLATION OF SILT FENCE (AND OTHER EROSION CONTROL MEASURES), A STABILIZED ENTRANCE AND SEDIMENT BASIN SHALL OCCUR PRIOR TO CLEARING AND GRUBBING ACTIVITY. AFTER CONSTRUCTION IS COMPLETE, THE ACCUMULATED SEDIMENT SHALL BE REMOVED AND THE AREAS SHALL BE REGRADED AND PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. EROSION AND SEDIMENT CONTROLS BEST MANAGEMENT PRACTICES SHALL BE USED FOR THIS PROJECT TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN-OFF. THE LOCATION AND DETAILS OF EROSION CONTROL METHODS ARE SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING THESE CONTROL METHODS AS SHOWN ON THE PLANS OR AS REQUIRED. HE/SHE SHALL ALSO PROVIDE THE REQUIRED EROSION PROTECTION AS REQUIRED BY LOCAL, STATE AND FEDERAL LAW. STORM WATER MANAGEMENT STORM WATER COLLECTION SHALL BE PROVIDED BY CATCH BASINS. THE WEST AREA OF THE SITE WILL BE TREATED VIA AN ON -SITE DRY RETENTION POND BEFORE DISCHARGING TO LAKE MEADOW. THE EAST AREA WILL BE TREATED VIA AN ON -SITE DRY RETENTION POND BEFORE DISCHARGING TO LAKE MEADOW. STABILIZATION PRACTICES: TEMPORARY STABILIZATION -TOPSOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASE, SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED REQUIRED CAN BE FOUND IN TABLE 1.65 A OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, WHERE SOILS ARE ACIDIC 2 TONS OF PULVERIZED AGRICULTURAL LIMESTONE SHOULD BE ADDED PER ACRE AND 450 POUNDS OF 10-20-20 FERTILIZER SHALL BE APPLIED TO EACH ACRE. AFTER SEEDING, EACH AREA SHALL BE IMMEDIATELY MULCHED WITH STRAW OR EQUIVALENT EQUAL. AREAS OF THE SITE WHICH ARE TO BE PAVED SHALL BE TEMPORARILY STABILIZED BY APPLYING GEOTEXTILE AND STONE SUB -BASE UNTIL BITUMINOUS PAVEMENT CAN BE APPLIED. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH PERMANENT SEED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. THE APPROPRIATE PERMANENT SEED MIX CAN BE FOUND IN TABLES 1.66A, 1.66B AND 1.66C OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, 2 TONSIACRE OF FINELY GROUND AGRICULTURAL LIMESTONE AND THE PROPER FERTILIZER BASED ON THE TYPE OF SEEDING SHALL BE APPLIED TO EACH ACRE TO PROVIDE PLANT NUTRIENTS. AFTER SEEDING, EACH AREA SHALL BE MULCHED IMMEDIATELY. ALL RETENTION/DETENTION BASINS SHALL BE SODDED AT LEAST TO THE NORMAL WATER LINE. ALL EXPOSED AREAS WITHIN PUBLIC RIGHTS -OF -WAY SHALL BE SOLID SODDED, OTHER AREAS WITH SLOPES STEEPER THAN 4:1 SHALL BE SODDED. STRUCTURAL PRACTICES: EARTH DIKE- IF REQUIRED, AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE SITE PERIMETER. A PORTION OF THE DIKE SHALL DIVERT RUN-ON AROUND THE CONSTRUCTION SITE. THE REMAINING PORTION OF THE DIKE SHALL COLLECT RUNOFF FROM THE DISTURBED AREA AND DIRECT THE RUNOFF TO THE SEDIMENT BASIN. SEDIMENT BASIN -A SEDIMENT BASIN SHALL BE CONSTRUCTED IN THE COMMON DRAINAGE AREA FOR THE SITE, ALL SEDIMENT COLLECTED IN THE BASIN MUST BE REMOVED FROM THE BASIN UPON COMPLETION OF CONSTRUCTION. SEDIMENT FROM THE BASIN MAY BE USED AS FILL ON THE SITE IF IT IS SUITABLE SOIL. WASTE DISPOSAL WASTE MATERIALS -ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A METAL DUMPSTER WITH A SECURE LID IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN THE DUMPSTER, THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITIES TO HAVE THE DUMPSTER EMPTIED AT LEAST TWICE A WEEK AND THE WASTE TAKEN TO AN APPROPRIATE LANDFILL. NO CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON SITE. THE SUPERINTENDENT SHALL ORGANIZE TRAINING FOR THE EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH WASTE MATERIALS. THE SUPERINTENDENT SHALL BE RESPONSIBLE FOR POSTING AND ENFORCING WASTE MATERIAL PROCEDURES. HAZARDOUS WASTE - HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS OR AS DIRECTED BY THE MANUFACTURER. THE SUPERINTENDENT SHALL ORGANIZE THE PROPER TRAINING FOR EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH HAZARDOUS WASTE MATERIALS. THESE PROCEDURES SHALL BE POSTED ON THE SITE. THE PERSON WHO MANAGES THE SITE SHALL BE RESPONSIBLE FOR ENFORCING THE PROCEDURES, SANITARY WASTE - SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITY FOR COLLECTION OF THE SANITARY WASTE AT LEAST THREE TIMES A WEEK TO PREVENT SPILLAGE ONTO THE SITE. OFF -SITE TRACKING A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO REDUCE SEDIMENT TRACKING OFFSITE. THE CONTRACTOR SHALL PROMPTLY REMOVE ALL MUD, DIRT, OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING PUBLIC ROADS AND FACILITIES, DUE TO CONSTRUCTION. ALL TRUCKS HAULING MATERIALS OFFSITE SHALL BE COVERED WITH A TARPAULIN, DUST & DEBRIS CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION LIMITS AS WELL AS ALONG HAUL ROUTES AND ROADWAYS USED BY THE EQUIPMENT AND VEHICLES. THE CONTRACTOR SHALL ENSURE THAT EXCESSIVE DUST IS NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED AREAS. THE CONTRACTOR MAY CONTROL DUST FOR EMBANKMENTS OR OTHER CLEARED OR UNSURFACED AREAS BY APPLYING WATER. INSTALL MULCH, SEED, SOD, OR TEMPORARY PAVING AS EARLY AS PRACTICAL. CONTROL DUST DURING STORAGE AND HANDLING OF DUSTY MATERIALS BY WETTING, COVERING, OR OTHER MEANS AS APPROVED BY THE ENGINEER, DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE ON THE PROJECT SITE. ITEMS REQUIRING POLLUTION PREVENTION THE FOLLOWING ITEMS ARE EXPECTED TO BE PRESENT ON THE PROJECT SITE: -ASPHALT -CLEANING SUPPLIES -CONCRETE -DETERGENTS -FERTILIZERS -MASONARY BLOCK/BRICKS -METAL PIECES -PAINT -PETROLEUM BASED PRODUCTS -WOOD -TAR THE FOLLOWING ARE NON-STORNI WATER SOURCES THAT WILL BE ENCOUNTERED AT THE SITE AND SHOULD BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE: -UNCONTAMINATED GROUNDWATER EXPOSED DURING EXCAVATION -WATER FROM WATER LINE FLUSHING -PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). SPILL PREVENTION AND CONTROL THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING -SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR PROPER STORAGE, USE, AND DISPOSAL OF CONSTRUCTION MATERIALS, -STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION. -ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER. -ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE PROPER CONTAINER AND IF POSSIBLE, STORED UNDER A ROOF OR PROTECTIVE COVER. -PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER. -ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. HAZARDOUS PRODUCTS -MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS CANNOT BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED. -PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE WITH MANUFACTURER AND LOCAUSTATE REGULATIONS. PRODUCT SPECIFIC PRACTICES -PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND CLEARLY LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID LEAKAGE OF PETROLEUM PRODUCTS ON SITE. -THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL IN ORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE STORED IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. -PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER. -CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE, SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: -SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES. -THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON -SITE NEAR THE MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND, SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS. -ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE. -WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY. -TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF THE SIZE OF THE SPILL. -AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE RECORDED. -THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS. THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL BE RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION AND CLEANUP PROCEDURES. MAINTENANCE AND INSPECTION PRACTICES THE FOLLOWING ARE MAINTENANCE AND INSPECTION PRACTICES THAT SHALL BE COMPLETED BY THE CONTRACTOR: -ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE CHECKED DAILY AND AFTER EACH 0.5 INCH OR GREATER RAINFALL BY THE SUPERINTENDENT OR SOMEONE UNDER HISIHER DIRECT SUPERVISION. -ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE KEPT IN GOOD CONDITION. REPAIRS MUST BE MADE WITHIN 24 HOURS OF REPORT. -THE SILT FENCE SHALL BE INSPECTED PERIODICALLY FOR HEIGHT OF SEDIMENT AND CONDITION OF FENCE. -THE SILT FENCE SHALL BE CLEARED OF SEDIMENT WHEN SEDIMENT MEASURES ONE-THIRD THE HEIGHT OF THE FENCE. -THE SEDIMENT BASINS/DITCHES SHALL BE CHECKED MONTHLY FOR DEPTH OF SEDIMENT, THEY SHALL BE CLEANED WHEN SEDIMENT REACHES 10% OF TOTAL CAPACITY AND AFTER CONSTRUCTION IS COMPLETE. -DIVERSION DIKES SHALL BE INSPECTED MONTHLY. ANY BREACHES SHALL BE PROMPTLY REPAIRED. -ALL SEEDING SHALL BE CHECKED FOR PROPER GROWTH AND UNIFORMITY. UNSTABALIZED AREAS SHALL BE RE -SODDED. -A MAINTENANCE REPORT SHALL BE COMPLETED DAILY AFTER EACH INSPECTION OF THE SEDIMENT AND EROSION CONTROL METHODS. THE REPORTS SHALL BE FILED IN AN ORGANIZED MANNER AND RETAINED ON -SITE DURING CONSTRUCTION. AFTER CONSTRUCTION IS COMPLETED, THE REPORTS SHALL BE SAVED FOR AT LEAST THREE YEARS. THE REPORTS SHALL BE AVAILABLE FOR ANY AGENCY THAT HAS JURISDICTION OVER EROSION CONTROL. -THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION PROCEDURES AND PROPER EROSION CONTROL METHODS FOR EMPLOYEES THAT COMPLETE INSPECTIONS AND REPORTS. POLLUTION PREVENTION PLAN CERTIFICATION 1 CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. SIGNED: DATE: BROOKS A. STICKLER, P.E. FLORIDA REGISTRATION NUMBER: 74031 PROFESSIONAL ENGINEER CONTRACTOR'S CERTIFICATION 1 CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FORM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORIviWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER. SIGNATURE AND DATE NAME AND TITLE, COMPANY / ADDRESS AND TELEPHONE NUMBER RESPONSIBILITY eRd�03 z54cn vl U 0 m U m o. D Of Do o I a CO m Y 20111 a_ SHEET NUMBER C2.0 OFAU—I Post Positions Principle Post Position `/l--(Canted 20' Tanard Flaw) >� Y Filter Fabric Silt Flow SECTION Post Opliane: Wood 2� Min/D Wood 2' a 4' i Oak I > . 1 r Steal I.-Lbs/Fl. MFifeFabric (In ' 6 M ConformanceWith ` Sec. 985 FDOT Spec.) IT Z ® EXISTING GROUND 12' minimum trench depth ELEVATION TYPE III SILT FENCE NTS SOCK DRAIN INLET SEDIMENT FILTER NTs NOTE: THE PERFORATED PIPE MUST EXTEND AT LEAST V BEYOND THE CURB OPENING ON EACH SIDE 010 BE ANCHORED MTH GRAVEL BAGS, OR SIMILAR, ON EACH ENO, A SPACER IAUST 6£ PROVIDED FOR BEIIYEE14 THE INLET OPENING AND THE PIPE TO ALLOW FOR 0\£RFLOW, PREVENT FLOODING AND TO PREVENT THE PIPE FROM FALHNG INTO THE INLET. DUMP STRAP V REBAR FOR BAG REMOVAL FORM INLET SEDIMENT SACK INSTALLATION DETAIL DUMP STRAPS EXPANSION RESTRAINT (1/4� NYLON ROPE, 2- FLAT WASHERS) BAG DETAIL STANDARD INLET SEDIMENT CONTROL DEVICE NTS STRAP 1 / t IIG+t lIEIAIL�- SEC riC.4 M i . . P� nw Q Shale Line its Of Caret, Limits Of Cons . Shore Line Turbidity Barriers NOTE: TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPE(S) WILL BE AT THE CONTRACTORS OPTION UNLESS OTHERVASE SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL BE UNDER THE PAY ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING TURBIDITY BARRIER AND/OR STAKED TURBIDITY BARRIER. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. (Options: 2• x 4' Or Air' Die. Woad; Steel Lb./FL Min.) 18 Oz. Nyl Reinforced PVC Fabric (300 pet Test) STAKED TURBIDITY BARRIER Closed Cell Solid Plastic Faam Per Ft. Buoyancy). (/ `18 Oz. Nylon Reinforced PVC Fabric (300 psi Test) With Lacing Gramme( gi'olypro RI th Str"On IbE 9 ) }CalVanized TIP/ E I DI =5' Sld. (Single Panel Far Deplhe 5' or Lees Di=5' Std. (Additional Panel For Depth. 5'). Curtain To Reach Bottom Up To Deplhe Of 10 Fail. Two(2) Panels To Be Used For Depth" Greater Than 10 Feet Unlee" Special Dgtth Curtains %aciRcally Celled Far In The Plans Or A. Deter rZ By The Engineer. NOTICE: COMPONENTS OF TYPES I AND 11 MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND 11 SHALL BE AS APPROVED BY THE ENGINEER. I I ri YG .I 1 I � y � EtCIICf/ E3 ra cwl S01L TRACKING PREVENTION DEVICE TYPEA f��73i�.cei�ii3C]r7tl_T:air�I: T Proposed Toe Of Slops �6 sling CUUseWay d t F T i shore une LEGEND Nod a '(Ypyad IQO' TyylcoT -oI Anchor o mst I Structuae Alignment e o I e a 1\ NOTES: 1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH. 2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. 3. FOR ADDITIONAL INFORMATION REFER TO FOOT INDEX p103 SIII1Sllle �, .Ctil LL1 Vrr^^J <O w ry/ 0L LLl LLI CO LU {� W 0 0 SHEET NUMBER C2.2 I PLAN NOT TO SCALE TYPE "ABOVE GRADE" WITH STRAW BALES LATH E - LATH &:C, \ it ON AL SIDES L BERM 1AKF TYP.) NELL1W RE-, — �. v r STAPLE DETAL BALECONCRl I TE WASHOUT s 4 8 STAPLES _ z 12 PER BALE) , DITJDINC WIRE _ ID M14L l - 2 ,� PLASTIC [PIING '�- STRAW BALE 7 CONCRETE WASHOUT ( SIGN DETAIL J 1 (OR EQUIVALENT) NATIVE MATERIAL-/ WOOD OR -� (OPTIONAL) METAL STAKES (2 PER BALE) NOTES SECTION B-B 1. ACTUAL LAYOUT DETERMINED IN FIELD. _ HOT TO SCALE 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. CF THE 5 FAC6_I1EMPCRARY CONCRETE WASHOUT T Y. 2 REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES 1. WFEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONCcR REQUIRED FOR THE XORK, THE HARDENED CONCRETE SHOULD BE REMOVED AJ,D DISPOSED C:-. MATERURLS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF. 2,11OLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVA_ OF THE TEl.NPORfJiY CONCRETE I4ASHOUT FACILITIES SHOULD BE BACKFILLED ANDREPAIRED. INSPECTION AND MAINTENANCE 1. INSPECT AND VERIFY THAT ACHVIIY-BALED BMPS ARE IN PLACE PRIOR TO THE C01A4fE1NCBAENT OF ASSOCIATED ACTIVITIES. fliEN ACTI`lITIES ASSOCIATED WITH THE Bh!P ARE UNDER WAY, L*JSPECT WEEKLY DUWNG THE RAINY SEASON AND AT TWO WEEK INTERVALS IN THE HIGH-RA',NY SEASON TO VERILY CONTINUED SVP IMPLEMENTATION. 2.TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE VARITANEED TO PROVIDE E ADECUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD N- 4 N. FOR ABOVE GRADE FACILITIES AND 12 N. FOR BELOV! GRADE FACILITIES, 1ANNTA'LING TEMPORARY CONCRETE WASHOUT FACfLITES SHOULD INCLUDE REMOVING AND DISPOS,NG OF HARDENED CO! CRETE AND RETURIJ 14G THE FACILITIES TO A FUNCTIONAL CONDITION. HARDENED COINCRETE MATERANLS SHOULD BE REMOVED AND DISPOSED Of, 3. WASHOUT fACiLITFS MUST BE CLEAJIED, OR NEW FACILITIES MUST BE CONSTRUCTED A14D READY FOR USE ONCE THE WASHOUT IS 752 FULL. 01 = = 10 ME PLASTIC I PLAN NOT TO SCALE TYPE "BELOW GRADE" ID, IT B wi V 1 P\ TWO-STACKL. 2x12 ROUGH WOOD FRNIE PLASTIC LI N'NG PLAN NUTT TO SCALE TYPE "ABOVE GRADE" RO ML SANDBAG PLASTIC LINING - l —IAA,`lli lil F Y lI _17/-Ili- `-BERM SECTION A -A NOT TO SCALE SECTION B-B NOT TO SCALE NOTES_ L ACTUAL L.k,OUT DETERMINED 114 FELD, 2. THE CONCRETE IVASHOUT SIGN SHALL BE NSTA,LED WITHIN 30 FT. Of TEE TEMPORARY CONCRETE 'WASHOUT FACILITY. CONCRETE WASHOUT AREA DETAIL TITS ONSITE TEMPORARY CONCRETE WASHOUT FACILITY, TRANSIT TRUCK WASHOUT PROCEDURES 1. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A IANMUV OF o 50 FT. FROM STORM DRAIN ILLETS OPEN DRAINAGE FACILITIES, AND WATERCOURSES. in EACH FACILITY SHOULD BE LOCATED AWAY FROM CONSTRUCTION TRAFFC OR ACCESS > AREAS TO PREVENT DISTURBANCE OR TRACKING. 2.A SIGN SHOULD BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EOPEIAENT OPERATORS TO UTILIZE THE PROPER FACILITIES. 3. TEMPOPRARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED .ABOVE GRADE OR BELOW GRADE AT THE OPTION OF THE CONTRACTOR. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD 8E CONSTRUCTED AND PVA:NTA'NED IN SUFFICIENT OUANTITY AND SIZE TO CONTAN ALL LIQUD AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. z 4. TEMPORARY WASHOUT FACILITIES SHOULD HAVE A TEMPORARY PIT OR TERMED AREAS OF SUFFICIENT VCLU!ff TO CCVPLETELY CONTA'N ALL LIQUID AIIJ WASTE CONCRETE MATERIALS GENERATED DURING WASHOUT PROCEDURES. 5.4/ASHOUT Or CONCRETE TRUCKS SHOULD BE PERFORMED 6°l DESIGNATED AREAS ONLY. N n 6.ONNLY ROTE FROM MIXER TRUCK CHUTES SHOULD BE W SHED INTO CONCRETE i OUT WASHa 7.CONCRETF %ASEOUT FROM CONCRETE PLUMPER ENS CAN BE WASHED INTO CONCRETE PUMPER TRTICKS AND DISCHARGED NTO DESIGNATED WASHOUT AREA OR PROPERLI vi � a a DISPOSED OF OFFSNE > B ONCE CONCRETE WASTES ARE WASHED INTO THE DESGNAED AREA AND ALLOWED TO HARDEN, THE CONCRETE SHOULD Be BROKEN UP, REMOVED, AND DISPOSED OF <" im OFFSITE IN A GAL MANNER. DI„POSE Cf HASTENED CONCRETE ON A REGULAR LE BASIS. z m a�I 9. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) zNOE o ? w a, TEMPORARY WASHOUT FACILITY (TYPE ABOVE GRADE) SHOULD BE CONSTRUCTED z AS SH01'!N IN THE DETAIS ON TH6 SHEET WITH A RECCVVFHXD MINIM M > o 0 LENGTH AJ;D MNMJ!.I WIDTH OF FT.,81YT WITH UFFCENT OUid.'TITY ?? AND VOLUME TO CONTAIN ALL IIQUiD AND CONCRETE W'ASTF GENERATED 8)' a w WASHOUT OPERATIONS. Y z h. STRAW BAd.ES, WOOD SLAKES, PAID SMIDBAG MATERIALS SHOULD CON'FORh( TO o o s THE PROW ON IN THE EROSION AND SEGMENT CONTROL PLAN. c. PLASTIC LINING MATERIAL SHOULD BE A MDINWIA OF 10 Mt. PO YETHYLEtE SHEETING N AND SHOJ D BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COIPRCGiSE THE I! PER VEAL1LITY OF THE MATERIAL. IO.TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE) _ '� a ?J J3nZ a. TEMPORARY WASHOUT FACILITY (TYPE BELOW GRADESHOULD BE CONSTRUCTED WANDIINMtLEJd YWITH SUFFICENTrTQUAdTITYIUM E NGTTHH WIDTHOOF 0 FT.,BUT AND VOLUME TO CONTAIN ALL UOUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.YJ " B. LATH A14D fLPGvTNb SHOULD BE COVVERC,AL TYPE r to �o a LINING MATERIAL ACL SHOULD BE A MOJ'. ROT J MER171 ANDPLASTICSH S THAT COMPE !4SETUlG D BE 1Y OF HOLES TEARS, OR OTHER DEFECTS THAT CO) f R6di5E ER E THE I Pr.R.F-A9ELITY OF ThE MATERIAL,o0 THE IM AR sera°'4 0 U O m U m 0 - N a�ao I a m m' <a _ Y Gcri3 WETLANDS (TIP) K IL ANDS (TYP) � 1 II NCE ET'O v�Y}CO — 1 FEREMAtN �� i l i I EXISTING MAILBOX TO REMAIN (TYP.) I Ii Y IFENCE 10 REIAAIN I'I Ix TOM SN&D II a 7zas (. ELEV Ub 96 I• i i ILL xF x �ENaSTNG Vr'OOD FENCE TO REMAIN FE.xDNG EXISTING VOLLEYBALL LIMITS OF OPEN CUT. REM04£ __--NET TO BE REMOYEOAND REPAIR EXISTING 9DEWALK'FOR POTABLE WATER NNW. (SEE TRAMPOLINE SHEET 09.0 FOR DETAILS). TO BE REMOVED \ +� rrrr rr ++ r r r �,,lz_r ,•rrrrrr �* %I" rWrirWr 1,, ,, ,rWrWrJr IV UPLAND PRESERVATI I r r r r 25'.WETLANO BUFFER /h I ,I1' r r r r r r r r >> 11 E7ISPNG TREE TO r r r r EE REMOVED (TYP.) // I, ' DS TO REMAIN E1'.IS STING Y) TO R�AOVED I \\k�. IT 1 I\ rr \r\r GRAPHIC SCALE IN FEET 0 20 40 80 LEGEND ---- PROPERTY BOUNDARY ----- ---- EXISTING FENCE TO REMAIN ® IMPACTED WETLANDS UPLAND PRESERVATION WETLANDS TO REMAIN ® OPEN CUT _J CLEAR CUT & GRUB AREA Alvap all $11 two full businem days bd— you dIR to have undargour,d utllfdg loa4d and maned. 95,00MUMBso.)§(ommo SHEET NUMBER C3.0 0 s IJi /29 0.14 AC U L 0.126 AC NORTH GRAPHIC SCALE IN FEET 30 60 1 SITE DATA: TOTAL AREA: 18.59 AC 10' DRANAGE I DDEVELOPPAON NO E 12.84 AC EASEMENT ZONING: PD PU RE LAND USE VILLAGE - - PROPOSED USE: SINGLE-FAMILY RESIDENTIAL MAXIMUM BUILDING HEIGWD 45 FT (2 STORIES) _ MAXIMUM DENSITY: 4 UNITS PER ACRE - MINIMUM LIVING AREA 35, S.F. MINIMUM LOT WIDTH:35' 30 I ' J1 I ( 32 ' ( 3J I I 34 MINIMUM LOT DEPTH: OVER IIW70% OR 90' WITH ALLEY 1\ 0.14 AC 0.10 AC 0.10 AC 0.10 AC 0.10 AC 0.14 AC IAAXIMUM LOT COVERAGE: 70X I I I I I I I I I I UT 36 \\ / \ 10' URDTY 0.24 AC \ 1 LOTS PRONGED: 46 TRIP GENERATION: CENT / \ \ITE ROAD B _ `/ \ �` /" . \ 37 STORMWATER \ \ 0.23 AC POND 13 j£ . ` fl < , '-/ NOTE' TRIP GENER ON S S AVERAGE WEEKDAY DRIVEWAY VOLUMES AM PEAK HOUR PM PEAK HOUR W40 USE SIZE UNITS TRIPS ENTER EXJT ENTER EXIT USE CODE 210 9NGIF-FAMILY DETACHED HOUSING 46 DU 453 10 29 32 IB _ I I I - ---- - -_ 1 ' / 1, AR RATE BA ED GROSS DENSITY CALCULATION: ON THE ITE TRIP GENERATION MANUn., 27 I L 0.10 AC I 0.14 AC L- 0.15 AC I L I 11 / OPE14 LOT AREA ROADS: 7.66 ACRES 1.28 ACRES 1 I 1 13 , 0.15 AC I J / l i�f .. t f PUBLIC OPENESTIMATED ORMWAIM SPACE ACTS; NET DEVELOPABLE ACRES: 2.94 ACRES 0.96 ACRES 12.84 ACRES 26 , L 0.10 AC I I L =.10 AC I 2 , I L =.10 AC I -�.., J I r - l ='i 1 TOTAL DWELLING UNITS: 46 UNITS L I 010 5AC 4 I L 0.10 AC 0,10 AC I L 3 I 0.14 AC / ff {p 46 DWELLING UNITS / 1284 ACRES = 3.58 SETBACKS DU/ACRE BUILDING I I / FRONT: REAR: SIDE 20 FT 20 FT 6 FT 24 I I ,5 , I L 0.10_AC 4 , I p.TO=t I I 40 i =.1470'. UPLAND PR SERVA f ljlp SIDE STREET: 10 ET I _0.10ACC 23 I I 0.12 AC I L 0.10 AC Q10 AC I L I 41 AG " 4 L25 WETLAND PUFFER / V " , 4 _L , - Q.,4 _ NOTE, ROAD A ' 17., ALL ELEVATIONS SHOWN CV4 THE MAP ARE BASED ON NORTH AIAERICPN -� _ I L 0.10 AC j L 0.10 AC 1 i 42 \ ° ' VERTICAL DATUM OF 19BB (NAV 88) I _ p.14 AC THE FOLLOWING BENCH MARK WAS UTILIZED IN THE PREPEATION OF - (� o.,o Al 7 1 1 I - f E( WEnAD THIS SURVEY-. L /% CONSFRVATION _ 0.10 AC , I r!I t 7P1T A A) ORANGE COUNTY BENCHMARK-DEUGHATION P1624020, 43AC / ti - ELEVATION-150.424 FEET. NAVD88 THREE BENCHMARKS WERE SET 0.14 AC PUBLI (, SPACE .. IX4 SITE AND SHONN ON THE MAP OF SURVEY L AC L 0.to AG I J IRACf ^,' 20- 'J1 <4-' 0.10 AC 9 I I I 0.14 AC L�aoAc I I L ( 11 STORMWATER WA+Kihv FATh ., POND it T 11 r S !f TRACT 'F' , 21 , 10 , III " I L 0.10 AO L 0.f0 AC I I 45_ \ } 4 , _ REQUIRED PARKS AND RECREATION: ,AMENITY (72-50 UNITS) 22 II -74'-- / L 0.10 AC BIG AC I I 1 -� - 46 _..I I I / 0.16 AC '� �/ ' _ _ _ TRACT AREA PROMOED REC AREA TYPE / ��__J AMENITY t� �, C 0.70 Ac. WALKINGPATHPAIHI AND BENCHES TRACT 'B' Al ' t EMSIING PROPERTY •� ` OWNERSHIP ANTENANCE TABLE BOUNDARY TRACT TRACT TYPE AREA TRACT DEDICATED TO EASEMENT DEDICATED TO A WETLAND CONSERVATION 6.22 Ac. ORANGE COUNTY ORANGE COUNTY/PUBUC B PUBLIC OPEN SPACE 0.26 Ac. HOA C PUBLIC OPEN SPACE 0.70 Ac. BOA D STORMWAIER TRACT 0.49 Ac. NOA E STORMWAIER TRACT 1.95 Ac. BOA F STORMWAIER TRACT 0.60 Ac. BOA 0 LIFT H MEDIAN 'A' 0.02 Ac. CITY OF OCOEE ROAD 'A' 0.27 Ae. CITY OF OCCEE I i ROAD 'B' 1.01 Ac. CITY OF OCOEE SllliS lI SHEET NUMBER C4.0 GUTTER -MEDIAN A E TBH SN& LB 7345 LIFT STATION DRAINAGE EASEMENT 10' DRAINAGE - - - - - - F - I - - - - F-1 - - - -- F-1 - - - - - F - 1 - - - - - - - - - - - 3II 32 3 3II WMIAC 29 30 0.14 AD 0.10 AD 1I B AD 1I II 0 A 0 II .3'. 0 1 111 / J6 0.14 AD 10, UnUTY 0, 24 AD J L L - J L J L J L - - - - - - - - - - - - - - - - - -- - - - - - \VALLEY UTTER (TYPE F) 17227• 37 0.23 AD _j - - - - - - - - - - - - - - - - - - 27 0.14 AD WSAC 0.10 AD 0.131 5 AD 26 13 10.10 AD .10 A. CAD' AD __j r- - r- - - 14 - 1 0.1439 AD 25 0.10 AD BAD AC - 0.10 AD - E - r- - - - - 71 15 40 24 0.10 0.10 AD L_ 0.10 AD 0.14 AD _j r l I I 1 23 0.12 AD 0.10 AD __j 0.10 AD 41 0.14 AD L C7 - __ 11_1:4zx� 0.1017 A 0.10 AD _j 0.1142 AD L ia AD 7 0.10 AD _j0.10 3 19 0 144 AD PU 0.10 AD I 0.10 AD I - I 1 1 20 44 0 14 AC GAB AD 0.10 AD / _j 21 AD 0.10 DID AD 0.14 45AD r 22 7 OAO AD L 0.10 AD / - _j 4 0.166 AD 1,2 • AMENITY 25 • 8. 'E TRACT *B* 10' UTIU EA ENT - - - - - - - - - - - - - - STING PROPERTY BOUNDARY 9107:41'r 161.76' -2, ER 7 S"IETU.D BUFFER 'WEnAND !I CONSRVA1i0N 1 Y,2 UC I EWSPACE Q.YiNG PATH 71 0 GRAPHIC SCALE IN FEET 20 v 80 CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C1 50.00' 64.92' N51'55'47"E 60.46' 74'23'48" 37.95' C2 60.00, 6.55, NII*36'09'E 6.55' 6-15'28' 3.28' C3 50.00' 86.66' N41*10'39"W 76.21' 9918'18' 58.86' C4 50.00' 70.42' S48*49*21"W 64.74' 80'41'43' 42.47' C5 60.00, 9.80, S347'47"W 9.79' 9'21'16' 4.91' C6 50.00' 78.53' S45*52'3 5'E 70.71' 89'59*28' 49.99' C7 i 145.00' 1 23.19' i S86'06'42'E T-23.17' i 9109,50" i 11.62' LEGEND BEAR LO T LINE LOT 1�1 '-v .'T PROPERTY LINE RIGHT-OF-WAY UNE SHEET NUMBER C4.1 0 1 ` 1 SN&B — - - v 87 94 I s ' H /V� I Ji a2 I , d4 (, as �� I \ v BGRAF2N81C SCE IN FEET80 /� \ t75130 / o I�I ® -o ° EN�� F DISSIPATER O != ' PER FOOT 1 1 NOTE: DI I N a°r umm \ \\ ® INDEX 284. AS¢LL i. ALL PEDESTRIAN SIDEWALKS, PATHWAYTi, AND CROSSWALKS uw OM SHALL BE CONSTRUCTED NOT TO EXCEED MAX 1:50 CROSS SLOPE `� �Il—J� II_JII—JIL A DETAJ \ . MAX 1:20 RUNNING SLOPE (SOX), R 20 SKEET C9.0 2. ELEVATIONS SHOWN WITHIN EACH HOUSE PAD REPRESENT THE t DESIGNED FINISH FLOOR ELEVATION. CONTRACTOR TO SET FIN SHED GIRT GRADE LOTS PAD T BELLOW THETIEDTFINISHED FLOOR 59 O ELEVATION. H PADS TO BE COMPACTED TO 95X OF MODIFIED PROCTOR AASHTO T-180. a _ 37 STO ND #3" 3. THE SCE AND LOCATION OF THE USED PADS SHOWN BUILDING ONLY - i LSCHEM AYOUT AN AND SHOULD NOT BE USD i>)R FINAL HOME BU4DINC Z a _ __ _ .� ♦ �� V �i ,'' D Bz � :z-"' umvr AND CONSTRUCTION. 28 i''' (J ( (\ 1 ' 4. EXISTING TOPO SHOWN ON THIS PLAN HAS BEEN FIELD VETBFlm. E P CONTRACTOR IS TO NOTIFY THE OWNER IN WRITING OF ANY DISCREPANCIES BEFORE CC4IMENONG WORK. �• I J , w i �� �`"'- — — \ - - - - - i 5A0 INDIVIDUAL ARE 013E1 CONSTRUCTED FLOUR THIN HE HOUSE r, I E z1 � 4� / r ( - I' I 12 P SHOWND TO THE DE po I i I ( (I DESIGNED I J - UTILIZED NSET AT THEGREATEROF N o i II j ,/ I", ®.` \�"'✓•- A 8 /I s / 18' ABOVEMINIMUM FRONTING ALL LOTS HAVE +CENHTENUNE OF THE ROADWAY OR 1-FT ABOVE THE 1GO-1R/24-HR STORM ELEVATION FOR THE RESPECTIVE I-N. r 2 q ' 1 i �'•� —i 7. FOR HE PURPOSE of eAUNaea HE EARTHWORKS FOR THE i µ 26t`. ELEVATIONS THE CONTRACTOR NAY ADJUST THE POND BOTTOM i I $ I ' \ i -. �• i f I i� l / / - ? // ELEVATIONS AS NECESSARY, THE POND MAXIMUM F 32 T A +` + 7 i L ,�..� MINIMUM OF a FT BELOW NCL AND A NAXIMUM OF 32 FT BELOW z 8. ALL STORM DRAIN INLETS CONSTRUCTED AS PANT OF NEW > z z � I i I ' I' BO :I MEDALLION IN PRO MCISiU IN ORANGE COUNTY SMALL, HAVE METAL Q y i 25 f •� , 14 ` / 3 1 ` I um NEDrLLLON WHET -ACE B INSTALLED. TEXT M THE MARKER w ° , 3 �' ':' ' - SHALL OE EV41LY SPACED AND READ 'NO DUMPING, ONLY RAIN IN i I I, \ ^ �� L 0 •I - O 1 , �, �_� = EXISTING WETLAND THEAIN'. MARKERS MUST B Eft GRADE NLESS N ¢ �. ". >• . __ '�. :1lao 1 ` ! '—.-� _ �' OR E CONK OAL STAI _ � � , I� _ ;1 � ' E4 auwevN, eRASs, oR BRa+zF AND amER srAMPED FOLI � SHEET EMETALFLEC OR CAST. RMETALGREEN. N. AQUATIC COLOR MUST BE 3 4 i.4�. i I O j NON -REFLECTIVE BLUE OR CREEK. AOUATC CREATURE OR SYMBOL ® 0 3 I 25 WEElAllO BR ON NF SHALL BE CONSISTENT THROUGHOUT THE 3 E '•> �.�. ,` % ri i i 1 ( I 1 / SURFACEVAINADHESIVES, FAASTENN FASTENERS. R TO EATT AS RECOMME PREPARED t AFFIXED r' 4 BUPFER� BY THE MANUFACTURER. MARKERS SHALL DE GNED IN TH - CENTER OF THE DRAINAGE INLETS AT THE TOP OF THE CURB. ,J ,LE7TETER MUST BE BETWEEN WEE - 0.5 INCHES AND THE TOTAL ^DIAMETIR OF TI1E NARKIIi BETWEEN J.75 - 4.25 RICHES. g y,1Yp , �' f , , , 1 , I t s 5 9. ALL ELEVATIONS SHOWN ON THE MAP AREBASED ON NORTH ° 1 , ; , L' �, t I _ �1 ! � , ( - z��� 41 2'I AMERICAN VERTICAL DATUM OF 1988 NAV 88 - • ���� 1 t _�/ HE FauGveNc BENCH MARK was unuzm IN THE P�PEAnaN OF r �� a II a.. ,. •. ___ •Ym �_ , _ ... - I I THIS SURVEY: _ 3d 1 _ y _ L ,` A) ORANGE COUNTY BENCHMARK -DESIGNATION PI624020. a d ELEVATION=I60A24 FEET. NAVO88 THREE BENCHMARKS WERE "� SET ON STE AND SHOWN ON THE MAP OF SURVEY } 1- J� IF y/ - i f IB 7 - � '- �_ -- A - cEi o o m o m 10 ° , . • i• - 110 LF SEGMENTED BLOCK - { _ "�•- _ ;a • q m SAWCUT AND MATCH I (� EXISTING PAVEMENT RETAINING WALL 1 I / SEE DEruL SHEET C9.1 J 44 is { ° STORMWATFR J , L efi i Pono n I ° 21 $ _ _ _ , p', � -s i ° I t , , 22 I _ TBAI SN&D _ ' LB 7345 I I 1 j6 4 1 _ .. _. J �t « 1 ELEV_96.96 g, - _ i _ --._�' - /. z u 1 �4 E t 1�� - ° , I LEGEND: N ° �,:: - •� ��_� _ ._ E _ `:n. •k::y,:i? + �. � �•a ,A ._��----A-------- ---®� GRADING TYPE (s°EE cs.o) , `e - t ^� '\ \ _ - - - -- LJA.a .•94 'Y PROPOSED DETAIL OF _` 1 STORMWATF RUNOFF I , 1 \ \ \ --' � �"' � ^ �^' "� � �\ ) `fi� � PROPOSED OURS INLET � i t ..UNITS OF OPEN CUT. REMOVE _- _ _...-_ .. \ \ - _ --_. AND REPAIR EXISTING SDEWALK - .. 100 IF SEGMENIID BLOCK.. ® PROPOSED STORM MANHOLE ° -.FINt POTABLE WATER MAIN. SEE - ( , - - -- RETAINING WALL - - - - _ - PROPOSED STORM PIPE SHEET C9.0 FOR DETAILS). .» �.+` SEE DETAR 91EEi C9.1- { - - _ - - -- EXISTING CONTOUR ELEVATION i i t t SP07 ELEVA7ION - / PROPOSED WILL AND RESURFACE (SEE DETAIL SHEET C ) �� ° 9.0 r•: PROPOSED ASPHALT PAVEMENT Q o . ' • I � � � � � _., � = 1 ;� 1 I� � (S,=E DETAIL SHEET c9.0) LIJ g, Ahaap tall $11 two tail buElne Is dap before you dIgto w , LIMITS OF OPEN CUT REMOVE have under�oGM utRriiHn Lotted eald m4rkxd. W 'AND PATCH EXISENO - -- PAVFMENT FOR POTABLE WATER, ( 0 MAIN. MILL & RESURFACE jU E t EXISTING PAVEMENT --,T &MATCH � l� oMG � O ,i EXISTh4G PAVEMENT & GRADES.' X (BEE SHEET C9.O FOR DETAILS) /'' SHEET NUMBER ,� C6.0 MATCHLINE - SHEET C6.1 NICOLE BLVD. U F- W W W Z J Q NORTH GRAPHIC SCALE IN FEET C STORM STRUCTURE TABLE STRUCTURE DETAILS: NAME T1PE '9' am MET 012 PER FOOT RD" 025-021 TOP: 88.14 N. INV IN: 79.34 SW. INV OUT. 79.34 MITERED END SECRON 013 PER FOOT WU a430-021 TOP: azm MID END SECOON DID JWTIERED PER FOOT INDEX O93G-021 TOP: MU.85 79.00 LEGEND: ® LOT GRADING TYPE (SEE DETAIL SHEET C9.0) ry PROPOSED 01 ECTION OF STORMWATER RUNOFF PROPOSED CURB INLET ® PROPOSED STORM MANHOLE PROPOSED STORM PIPE --.,_-- EMS71NG CONTOUR ELEVATION SPOT ElEVA7101i PROPOSED MILL AND RESURFACE (SEE DETAIL SHEET C9.0) PROPOSED ASPHALT PAVEMENT (SEE DETAIL SHEET C9.0) a OTNM9EFiROP. MIN. FIN. FL ETEV. OR GRADE TYPE Sunshine ,1.cm SHEET NUMBER C6.3 0 5 it ym N GRAPHIC SCALE IN FEET 0 / . STORM STRUCTURE ..._.__.._ U TABLE STRUCTU ..__ DETAILS:..._. NAME:RE TYPE 'w CRC INLET D(R) PER FDOT HBO( 9428-OZI TOP: 0124 NW. INV R 8548 N. INV OUT. 88.48 TWE '8' CURB INLET D08 PER FDOT INDEX #428-Q21 TOP 92.17 SE INV OUP. 88.88 LEGEND: ® LOT TfPE (SEE DETTAILO SHEET C9.0) PROPOSED DIRECTION OF STORMWATER RUNOFF PROPOSED CURB INLET ® PROPOSED STORM MANHOLE PROPOSED STORM PIPE - -...,-- -- E%STING CONTOUR ELEVATION SPOT EL.EVAIiON FZIPROPOSED MILL AND RESURFACE (SEE DETAIL SHEET C9.0) PROP OSm ASPHALT PAVEMENT (SEE DETAIL SHEET C9.0) T LOT NUMBER 50.00 OP. MM... , ELEV. A OT GRADE TYPE 1111Sllle �' .COiil J w II'''' lL I<I'' \W _l'�1 W /w 73 v ! LU � w W 0 0 SHEET NUMBER C6.4 r - j ......... ROAD A 1HERuoPLASTII—T C PROP, 24" WH E OSSWALK THERMOPLASTIC STOP I M AND RI-1 STOP SGN PROP. 12- YMITE �THERMOPLASTIC STOP (CROSSWALK AND WII-2 P9ECD�ESTRIAN WARNING I If VQ- 1�-- L If TOM SN&D TO 7345 ELEV=96.96 1 SWIN 3 GRAPHIC SCALE IN FEET 0 20 40 80 I I I J AKvvo all 811 two full bmimm dro befom Vw dig to i hm und&Vmnd utllltl� k=W nd mflmd. 9),gliflTD0110(p 400)J SHEET NUMBER C5.0 0 e ,II - - - - ----- ---- --- & MED WATLISERVICE A - � - - --- E \ \ 32 33 I 34 0.14 AC 0.14 AC 0.10 AC 0.f0 AC 0.10 AC 0.10 AC 29 FIRE HYDRANT DOUBLE SEWER 2' ARV 36 REQ.AI4 AD ASSEMBLY (FN-4) SEANCE (TYP.) (WATER) 0.24 AC ; /, \ WATEFD SERA) 8' GATE VALVE SSEERRVICE (�) 9s� SERVICE (TYP.) I� I / �C-11 -501 8071E �8 PVC 003 SOS 994 a IS i 1 C-10 �r 9� -� -�- C-12 0.237 SIR AC ( SEWER SERMCE $ I 0.10 AC / 502 '��. �" \ SO6 , SINGLE RECLAIMED 49 LF Of I`I"• I II �- -10' UTILITY EASEMENT m) II I�i,ti WAIER °I SERVICE (TYPE)8' PVC O 0.0(TYPE) POND DOUBLE waTVD 12 ISANCE (TYP.)344 LF Of 0.14 AC 0.15 AC 27 PROPOSED D B' PVC E 0.f0 AC 2' ARV WATER MAIN DOLL U RECLAIMED (RECLAIM _ 6WATTR SL'AI o.1sAc DOUBLE SEWIN DOUSEWER ( I 235 LF e' PVC o 0 SERVICE (TYPE) SERVICE (TYPE) I 1 13 I 0.106AC 1 II 1 OLIO AC 0.10 AC ,( • i DOUBLE WATER SERVICE (TAP.) 372 LF QU WATER SERVICE I 1 I PROPOSED 8' PVC I I WATER SEANCE I 1 39 WATER MAIN I (TIP.) I� 1 0.14 AC 0.10 AC 1 `�I 0.104 AC PROPOSED C PVC 0.1O AC ' I RECLAIMED WATER MAIN Ek15T. 10' RECLAIMED WATER MAIN OBUGLE SEVER SERVICE (TYPE) I FIRE HYDRANT 1D' unurr EASEMENT ASSEMBLY (FH-3) 222 LF OF 10 UTaITY EASEMENT t I PROPOSED 4' PVC (TrPJ I t I (`) I 0.140AC S; a I EE RECLAIMED WATER MAIM 15 ! 111 5 I f t�( 0.104AC F Fp I 0.10 AC 0.10 AC 1 'r ' (. /�� FIRE HYDRANT 110 I 227 LF O 8' PVC 0 0.30% I I 2' BLOWOFF VALVE - - - DOUBLE WATER �' I ! I r e' GATE VALVE 170 LF OF - AS!MILY (FH-1) m SERVICE (TIP.) 1 -PROPOSED 4' PVC ;�„s I 1 RECLAIMED WATER MAIN 8' GATE VALVE Or I I fI I� I IO UTILITY EASEMENT S ! 4' GATE VALVE _ _ 23 0.108AC 5 ) 0.10 AC 1 A f 41 c 0.12 AC C-6 r '' / I I1(a I ID' 0.14 AC I l; ftv 4 cATE vuvE DOUBLE WATER DOUBLE RECLAIMED SERVICE (TYPE) -� ° ° � ... ,,.. �.. ..._.. Po •... -.. / ': I I WATER SERVICE f I 50 LF aF _.,....a..-m ..�__.,_"` ''--,- _ S0.SC-9 77 1 t 1 PROPOSED 4 A ROAD A __ a *a- %c B I (TEN.) RECLAIMED WATER MAOS IN 1 4' GATE VALVE 0A. AC .: _, C-3 187 LF OF e C 4 PROPOSED 8' PVC a f' DOUBLE RECLAIMED I 42 E n •�: ( C 1 BACKFLOW PftEVENTER �_._- -..•^' ---%a'�WATER MAIN WATER SEANCE 0.14 AC C 2 >........---^ 8' GATE VALVE.' TI'P. ` r I 1 7 I r 8' GATE VALVE ° a ahe _ I o.tD AC a10 ac 1 I �j �HCE SEWE(TYP.) f ": VALVE r i PftLF NSEDFO 8' PVC ',-ice"^---- -.CAS -/i, ` 1 I 43 WATER MAIN (,`_� 10 UTILITY EASEMENT i 1 0.14 AC I 1 19 B( OLIO AO 6' FORCE MAIN Q (REVAnaN TO BE FIEND VERIFIED) 5 s 1 64 LF OF III I EXIST. III RECLAIMED WATER MAIN PROPOSEDD8'MNN PVC I I' ®r 44 (ELEVATION TO BE FIELD VERIFIED)Lin I I I n' a 0.14 AC 4 LF OF9 II I 'PROPOSED 8' PVC 8- GATE VALVE o I 1 0.10 AC 0.10 AC V �.. g s 1 l I WATER MAIN I 736 LF OF 1 ((( )` 462 IF OF C I t i I I RECLAIMED PROPOSED 4' PVC I jf 1 PROPOSED 8' PVC I WATER MAIN 1 I WATER MAIN a I''° 21 D I( 1 POND I 1 a10 ac 0.16 AC •' 0.14 AC #2 I 409 IF OF 1 I 1, PROPOSED a' PVC Y8 n SINGLE REOIAINED I E n� I I I 0.702AC 11 / 1 .<, ' WATER SERVICE p N I{ D . a CONNECT TO EpSTINC Iv 0,10 AC / �7 .� (T)P.) % ( FOflCEUAIN PATH 6' TAPPING II I�;- i I SLEEVE AND 4' VALVE I SNGLE SEWER SERA) / _')� g n 0.16 AC o PROPOSD 4' FORCEMADI a a a o_ I i 466 LF OFI / 106 LF of LS-1 -PRON WATER MAIN I 2' AAV To' Un UTT 8 _ 0.30R a n o II RL-PIN-RI R4-FM-Bl-Po - iS11 - EASE - ------------- ���. I •.J..A•i':: ��:?wi.E1A-i s9; »:k.,:B, •`.. \ (REaAMm) ((TYP.) / I%� -�_..P o P F s I I S72 154 LF i z E I C-14 Sto o e I PROPOSED LIFT STATION I SEE DETAILS SHEET C9.5 \ „_ 209 LF OF C 0 0309•''/� 47 LF OF B' PVC 0 O.SOR � - , 8 PV _ ) FIIRE H YDRANT tLY (Fli -2 I 1 _ ARV i ' +�+ (WATERS % I A i 71 �; • I EXIST. 10' RECLAIMED WATER MAIN I, 8' DATE VALVE ) w3 (ELEVATION TO BE FIELD VERIFIED) i I m e '01I i 3 + I I m I( 5 , CONNECT 7n EXISTING 14' WATER MAIN WIDTH 14'%e' TAPPING SADDLE & VALVE « (ELEVATION TO BE FIELD vERFTED) NOTE. I � E I vm SEE SHEETS C8.1-C8.5 FOR ALL FITTINGS &APPURTENANCES. #3 SANITARY SEWER STRUCTURE TABLE STRUCTURE DETAILS: NAME: LIFT STATION LS-1 fON: 95.90 SE INV IN: 81.19 SANITARY MANHOLE Sol Rflk 68.70 SW. INV On 6469 SANITARY MANHOLE SD2 RIM: 66.35 m INV H: "IN S INV OUT: 84,34 SANITARY MANHOLE S03 W. 97.98 N. INV IN: 83,84 S. INV OUT, 8384 SANITARY MANHOLE SO4 IBM.. 89.10 E INV OUT: 05,32 SANITARY MANHOLE BOB TIM M66 W. INV IN: 65.00 m INV ONn "Do SANITARY MANHOLE Soo fall: 69.61 NW. INV IN: 64.75 S. INV BUT: 84.65 SANITARY MAIHCE 5D7 Nall: 8894 N. INV H: 8397 S. INV OUT, 8387 SANITARY MANHOLE SOS R9t OL28 N. INV IN: a&" S. INV OUT, 83.18 SANITARY MALICE �9 F 9208 N. HV H: 82.E 9 INV OUT. 6170 SANITARY MANHOLE BID ROB M30 E. INV Alt 87.14 NW. INV OUT: OZ04 SANITARY MANHOLE FM 94.66 $11 N. INV IN: CZ75 BE INV IN: 51.89 W. INV OUT.. 61.79 SAMITARY MANHOLE E HV lit 81.33 NW. INV OUT. 81.23 m NORTH o GRAPHIC SCALE IN FEET 0 20 40 80 NOTES: v I. NEEDED FIRE FLOW FOR SINGLE FAMILY SHALL BE AS FOLLOWS 5,00 p SQUARE FEET OR LESS 1,000 GPM IN ACCORDANCE WITH 18.4.5.1.1. NFPA 1 2015 EDITION (FFPC 6TH EDITION): HOMES EXCEEDING 5,000 > SQUARE FEET SHALL PROVIDE FIRE FLOW IN ACCORDANCE WITH TABLE 18.4171, NFPA 1 2015 EDITION (FFPC BTH EDITION). REDUCTION IN FIDE FLOW MAY BE PERMITTED IF DWELLING IS EQUIPPED VAIN AN AUTOMATIC SPRINTER SYSTEM OR SEPARATED BY 30 FEET, BUT IN NO CAS SHALL THE FLOW BE LESS THAN 500 GPM PER 18.4.5, NFPA 1 2015 EDITION (FFPC 6TH EDITION). 2. THE PLAT AND THE CONDITIONS, 00"ANTS. AND RESTRICTIONS (CC&FS) FOR THIS PROJECT SHALL NOTIFY HOMEOWNERS P THE FOLLOMNG: HOMEOWNERS OWN AND MAINTAIN THEIR INDIVIDUAL WATER AND RECLAIMED WATER SERVICES WHICH EXTEND TO THEIR HOMES FOR PUBLIC METERS LOCATED ADJACENT TO PUBLIC ROAD RIGHT OF WAY. o 3. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED (VERTICALLY AND Z HORIZONTALLY) AT ALL POINTS OF CONNECTION AND AT ALL AREAS OF CCYIFLCT VAIN OCOEE UTILITIES INFRASTRUCTURE. .- 4. THE OF MAIN CROSSING TABLE IS PROVIDED FOR REFERENCE ONLY, REFER TO THE PLAN AND PROFILE SHEETS FOR ALL CROSSINGS. c� 5. THE OFFICE OF THE FIRE MARSHALL RECOGNIZES STREETS AS REQUIRED FIRE DEPARTMENT ACCESS AND 'NO PARRING' SIGNAGE SHALL BE INSTALLED IN ALL AREAS NOT DESIGNATED AS PARKING AREAS. U LL 8. ANY COMMERCIAL STRUCTURE OR RESIDENTIAL BUILDING OF THREE OR z o MORE STORIES MAY BE REQUIRED TO HAVE AN AUTOMATIC FIRE n SPRINKLER PROTECTION DEPENDING UPON THE BUILDING CONSTRUCTION o TYPE, OCCUPANCY CLASSFlCATION, AND ADDITIONAL BUILDING ANO/OR ¢ z FIRE CODE REQUIREMENTS. U _ 7. FOR GRAVITY MAINS LOCATED WITHIN UTILITIES EASEMENTS THAT ARE N o PARALLEL AND LOCATED IMMEDIATELY ADJACENT TO PRIVATE PROPERTY ¢ o m LINE, WETI.iliD BOUNDARIES OR STORM POND EASEMENTS GRIT HDPE - w Wn= JOINT PIPE SHALL BE USED AND UPSIZED BY OHE PIPE DIAMETER TO MAINTAIN THE SAME INSIDE DIAMETER AS THE UPSTREAM �tiz Q N SHALL AND DOWNSTREAM GRAVITY PIPES. PIPE ALL NOT EXCEED 400 tF o AND INSTALLED IN CONVENTIONAL TRENCH. & FOR GRAVITY MAINS LOCATED WITHIN UTILITIES EASEMENTS THAT ARE o 'j c PARALLEL AND LOCATED IMMEDIATELY ADJACENT TO PRIVATE PROPERTY z UNE, WETLAND BOIHDARIES OR STORM POND EASEMENTS, THE MIN y a oz Q DESIGN SLOPE FOR THE HOPE SHALL BE O4X 9. FOR GRAVITY MAINS LOCATED WITHIN UTILITIES EASEMENTS THAT ARE sommmp- PARALLEL AND LOCATED IMMEDIATELY ADJACENT TO PRIVATE PROPERTY s LINE, WETLAND BOUNDARIES CA STORM POND EASEMENTS AT THE TIME N < OF INSTALLATION, DPoNO BUT THE RING / UP THAT IS FORMED DURING a o Y THE WELDING PROCESS IN THE 10 OF EVERY JONT AFTER THE LINE IS a 2 INSTALLED. I] LJ 3333 19. FOR GRAVITY MAINS LOCATED WITHIN UTILITIES EASEMENTS THAT ARE PARALLEL AND LOCATED IMMEDIATELY ADJACENT TO PRIVATE PROPERTY N UNE, W4:n.NB` '9W1 '1 GR STORM POND EASEMENTS DIE GRANT' MAIN SHALL BE CENTERED IN A MINIMUM 40 TT. TRACT OWNED AND MAINTAINED BY THE HOA W11H NO PERMANENT STRUCTURES AND NO •- MANHOLES IN THE TRACT. 11. FOR GRAVITY MAINS LOCATED IWITHINEL UTILITIES EASEMENTS THAT ARE LINE, W I. AND LOCATED IMMEDIATELY ADJACENT T E PRIVATE PROPERTY UNE, LEES SO BONE ACES IB E BY POND EASEMENTS ALL MANHOLES SNAIL BE ACCESSIBLE BY ROW OR STABILIZED ACCESS z �. ROAD. U/ 12. BRIT HDPE WELDED JOINT PIPE SHALL BE USED AND UPSIZED BY ONE P a4 tU> PIPE DIAMETER TO MAINTAIN THE SAME INSIDE DIAMETER AS THE C''z UPSTREAM AND DOWNSTREAM GRAVITY PIPES. PIPE SHALL NOT EXCEED �" Q 400 LF AND INSTALLED IN TRENCHH. U +T = 13. THE MIN DES O4 SLOPE FOR THE HOPE SHALL BE BAY. 14. AT THE TIME OF INSTALLATION, GRIND OUT THE RING / UP THAT IS FORMED DURING THE LNG PROCESS IN THE 10 OF EVERY JOINT AFTER THE LINE IS INSTALLED. 15. DIE GRAVITY MAIN SMALL BE CENTERED IN A MINIMUM 30 FT. TRACT OWNED AN O MAINTAINED BY THE HOA WITH A CITY OF OCOEE EASEMENT OVERLAY. 16. ALL MANHOLES SHALL BE ACCESSIBLE BY ROW OR STABNUZEO ACCESS ROAD. W (\ 3 O m U 0 17. CONTRACTOR SHALL NOTIFY UTILITIES FIELD SERVICES CONSTRUCTION Q I N PRIOR SMALL THE HDPE GRAVITY SEWER PIPE AND UTILITIES INSPECTOR TOFD SHALL 8E PRESENT PRIOR TO PLACING HOPE PIPE IN OPEN m I m m nDDIII a m a a r 18. TO ENSURE THE TRENCH MEASURES SHALL BE 2FE AT THIS LOCATION G m U I m 70 ENSURE THE TRENCH IS DRY TO A MINIMUM 2 FEET BELOW PIPE HE HOPE PAID A LEST PIT SMALL BE REWIRED PRIOR TO LAWNC �' '-iji19. THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERS INSTRUCTIONS FOR HANDLING V PIPE AND BULL NOT EXCEED THE MANUFACTURFACTURERS' ALLOWABLE DEFLECTION OF THE HOPE CURING INSTALLATION. 20. MOPE ARD PI SEWER SHALL MEET THE E FOR INSTALLATION CRITERIA SHALL OF STANDARD PVC PIPE AND U NO ALLOWANCE FOR DEVIATION , SHALL BE MAXIMUM INCLUDING PULLING A MANDREL. AIR TESTING, CCTV AND MAXIMUM ALLOWABLE DEFLECTION AND DIPS. LEGEND -- --- EXISTING WATER MAIN -- -- EXISTING FORCE MAIN -- --- EXISTING REUSE MAIN -r - PROPOSED WATER LINE -Ire- PROPOSED RECLAIMED WATER UNE PROPOSED FIRE HYDRANT -s - PROPOSED SANITARY UNE `-- ® PROPOSED SANITARY MANHOLE ®1 PROPOSED STORM PIPE �J PROPOSED STORM MANHOLE PROPOSED PIPE CROSSING (SEE TABLE THIS SHEET h PROFILE SHEETS) * PROPOSED SINGLE WATER SERVICE (I- POLY) �i PROPOSED DOUBLE WATER SERVICE r (1- POLY) l PROPOSED SINGLE SANITARY SERVICE Y (6' PVC) �/� PROPOSED DOUBLE SANITARY SERVICE _j V J (6' PVC) I--�-_ J PROPPOO`E SINGLE RECLAIM WATER SERVICE IQ- >® PROPOSED DOUBLE RECLAIM WATER SERVICE (I- POLY) W ANtays a1I811 tWo full busli drys before you dl8 to have undetuound uBlMw bated and m dmd. Lryu/ t (� I� w 93mommll11L1 ° 0 �®UL)lJ(�77`�� p O SHEET NUMBER c7.o �5 78!I SN&0 NORTH GRAPHIC SCALE IN FEET 0 20 40 80 ?d <o z <5 "tea x w } w z 00 w ¢ x x s aw a N� z0 0 3 0 5s , W'� ti.793,v gyp° �oenyb Wx.:o�/��do PiT�� 'Polo' °d"a�3 as ncm>sa�`, Za N Vl U h O m U m O0 �2 1 N Y � _ w W U) W J J Li `LJ F J U) 1� w N 1�111 II DA11i 'LU U) LU W O U O SHEET NUMBER C8.0 S e Z A S GRAPHIC SCALE IN FEET 0 10 20 40 1 HORIZONTAL LEGEND RIGHT OF WAY LINE PROPERTY ONE —M—Rl—In— PROPOSED PVC REUSE WATER MAIN PROPOSED PVC WATER MAIN PROPOSED GRAVITY SEWER PROPOSED SANITARY MAIN (PROFILE) PROPOSED REUSE WATER MAIN (PROFILE) 8" 01 2Z5' LEND. RMJ 00STING GRADE V�...T TO EXISTING T4' WATER MAIN 4'XB' TAPPING SADDLE h VALVE (ELEVATION TO BE FIELD VERIFIED) 92 _ W, _... __. .., , Mn EXISTING' EFFLUENT DISPOSAL..... _. 192 RECLAIMED WATER MAIN AND FORCE MAIN ELEVATIONS TO BE FIELD VERIFIED TO ENSURE ..: - MINIMUM CLEARANCE. ':. PROPOSED 8' DIP WATER MAIN PROPOSED WATER MAIN (PROFILE) OPEN CUT REPLACE ASPHALT/CONCRETE 0 5 Qom°,° O A Zry{(/s Ut Ur O m U m 0 0C a m Lu Q P�^/� AJ ) <O lJw 'tl' its, w rWrn � J Lryu/ 6� w O 0 SHEET NUMBER C8.1 S e I I I I I ENV I I .P� I MAM. FIELD RIFlEDo P. D rERiFlE'[9� RIGHT OF WAYui \lll I P ROAD 'A' 92 MATCH DOSTING ROAD EDGE '.. Wh -0.50R -0.50R A'... _._ FINISHED GRAD£.. ST. 10• PVC VATER MAIN. TON TO BE� 1D VERIFIED DOSING GRADE _. 1 _... .NOTE: RECLAIMED MAIN DOES N0T CROSS STORM PIPE. ED WATER MAIN II � UR �TTINUET AT FOION '., PROPOSED e• PVC WATER MAIN in L_PROPOSED 8• (CONNECTION 0 ROAD 8) PROP 30• BO _.. _ HOPE. STORM PIPE 78 76 1+00 2+00 3+00 4+00 L_ r— I'PPP, 4�P' DI GV, �NJ lF OFL HOPE O 0.3UR r-- 446PP4 3 7959 24�-HDPE, NORTH GRAPHIC SCALE IN FEET 0 10 210 40 HORIZONTAL I LEGEND — — RIGHT OF WAY LINE PROPERTY ONE —R9—M—Re— PROPOSED PVC REUSE WATER MAIN —e —• —v — PROPOSED PVC WATER MAIN —S —■ —8 — PROPOSED GRAVITY SEWER PROPOSED SANITARY MAIN (PROFILE) PROPOSED REUSE WATER MAIN (PROFILE) ... ..... .....' PROPOSED WATER MAIN (PROFILE) OPEN CUT REPLACE ASPHALT/CONCRETE SHEET NUMBER C8.2 \ 00 \ H jg6l� \ 0. \ • \ \\ \ STA0+50.8, -23' B"- OL,22\ ENO, ftMJ \ 28 15' HOPE 0.1,27X / STA:0+38.3, -24' / 3 B•, DI 11.25' BEND, R)IJ / F I STA: 0+24.35,-1411I0LT I PoM: 68 INN IN: 81.50 i>�'.)IDPE -- -- IRV"O11Y-60.50 24' HOPE I '� If0.00' T 0L. I -27' A� H46'58'40'W 101 45' BENO. RMJ--j"'�'ll RICH POINT STA�2+78�fi9 PIA ELEV:89.84 AD: 1.33X / / 0,0 / / OPOSED 8' IXP /qq •,1\ / OER MAW �/ �LF OF 24' HOPE O O.d% LEGEND — — RIGHT OF WAY LINE 0 GRAPHIC S2IN FEET O10 PROPERTY LINE —I —M—M—M— PROPOSED PVC REUSE WATER MAIN HORIZONTAL PROPOSED PVC WATER MAIN —8 —e —■ — PROPOSED GRANTY SEWER PROPOSED SANITARY MAIN (PROFILE) 0 1 2 PROPOSED REUSE WATER MAIN (PROFILE) VERTICAL ............. ...............: PROPOSED WATER MAIN (PROFILE) LOW POINT ELEV: 88.41 : LOW POINT STA 0+22.30 K: 30.00 39.81' VC '.. ',. '., '.. LOW POINT REV: 88.41 LOW PONT STA 4+79.77 PYI STA 0+22.78 PM ELEV. 88.39 .. ARV (RECLAIMED) '.. : PIA STA:5+24.71 PM ELEV;87.98 92 AD:1.06% STA: 2+7EIAO EXISTING GRADE AD.4.539 92 K:15.00 .... .. 15.92'.VC ELEV. 89.72 ARV (WATER) STA. 2+82.50 / _.. K:30.00 135.80' VC ..... ELEV. 89.75 O.S6X =0.77R NOTE _ ftECMR GOES REV -AIMED MAIN CROSS STORM, -..... C _.. _. _. ... _.... _ _... z SEWER OR WATER PIPE - Pi70PO5ED 4' PVC 8" 01 GV, MJ ., '',. ',.. ftECLNMEO WATER MAW '.. 55 LF OF 8' PVC 0 0.30R '.. a OR, '.. '.. LF OF 24' HOPE 0.0.13X. -188 84 _. PROPOSED DP. 84... a : WATER MAIN 8"X6". DI TEE, 1 PROPOSED 15' HOPE 49 LF OF 227 LF OF 8' PVC O 0.30X 8'IXB" DI TEE. RMJ STORM PIPE 8' PVC O 0.30R m' '.. '... '.. m'm PROPOSED 24' HOPE STORM PIPE m {; •^ m m w P p 2 .i -R 4 +i i so m -o+ -mdd add 80 wN 1 �d o»• uj 0 m m ml 1 mdd m Y -- : Zii -- s+ - and 78' 78 g z z m m a of n m ai ao m >o w —0+00 1+00 2+00 S+OD 4+U0 b+UU b+b.5 ROAD ' ® STA: 0+00.00 TO STA: 5+63 SHEET NUMBER C8.3 STA8+13.8, -20' \\ n /\ f o / ' \ \ •i9yb \ "`� e" Di22s 9ENU RNA / STA6+07.7, 19 01 TEE, RNJ L a 8" DI 11.25' BEND, RN ' 1r- r!� / O� � � / / \ B• P JJ % �_ _„ A, fSTA 8+49.0, ` y o r^ <1 \ I / p �� 1 FUZE HYDRANT ASSEMBLY �\ {f / •�^'' i �\ f O" \ � �'^^�,. 0 ! \ \ e' U GV, RNJ / /d E \ STA 8+1288. -73.8 p�T � � \ ro a. ,IF , d � D ° � w / GRAPHIC SCALE IN FEET \ INV IN: 85.45 IB' OPf / �\ 0 10 20 40 INV OUT: 85.45 24' HOPE / \ d °� a. \°'`mot `\\ 1 EXISTING RECLAIMED J,WATE2 MAIN HORIZONTAL \ \ Ce• + /° PROPOSED 4• Ply }✓rp.auNED WATER MAIN f 0 1 2 4 VERTICAL \PROPOSED 8' 04P \4 ,rxr \ B" DI 225' BEND. RMJ c \ WATER MNN , SOB 4p•yb7,3hh // STA 0+44.6, 16 LEGEND \� �`` \ a 009 STA: 8+14" DI 45' BEND\RM \\ `� \~ \Y : ` \y — — RIGHT OF WAY LINE \ \ 1 AC \ \ / // �"f`•' d // / 0.77, PROPEiTY LINE V / \ INN: 92-1 13.87R r INV OUT: 85.55 18 HDPE M—�— PROPOSED PVC REUSE WATER MAIN C19 / / \ N STA:7+91.1, 16' \\ —µg� 4" DI 225' BEND, RNJ \\ \� ° `�\ \ —a —v —M — PROPOSED PV0 WATER MAIN STA. 10+5Atl'-16.5' PROPOSED GRANTY SEWER a / 3' DI AAV ASSEMBLY,, \ / n 2 / \ Q,OI, \a6• \ \ �\\ \ PROPOSED SANITARY MAIN (PROFILE) 0 \\ \ qC N826'20'E \ \' Sl PROPOSED 4' \ \ 14.10' \\\\ \\\\ 47 LF OF \ PROPOSE) REIN WATER MAIN (PROFILE)o P R \ � RECLNMED q I \ \ STA10+45.9, ffi' l 0.30X \ b \/ y / JJj / 4" DI 45' BEND. RMJ i STA:5+95.8, -1 / + / <1 \ �. \ \ ''� STA:10+71 3 06' PROPOSED WATER MAIN PROFILE 8" U 225' BEND. RNJ / / / •(N' / \ F \ \ a" 0( 225 ., RNJ ( ) 0 1 \ Q7• 25.82 2- DI ARV ASSEMBLY \\ ��r NI d STA:5+83.5, -2Y '/ \ , 0 \ \ 8" U 225' BEND, �IJ / a hAa / /// / \ \ OqC \ \/ / \ ISTA:10+95.1, -I). / / 0 / \ \ 1 I , 1B" Di 225' BEND, RMJ \ \ / // / /d/ � �a// / \ �JJ \ , N828'418' / \ \ C. DI 5'0+ l- &3.0. — HIGH PUNT ELEV: 15.4944 Qq 6 / H C HIGH PUNT STA. 10+21. E /I��77'� jY PM STA:IG+3S22 PIA EEV: 96.61 AD;& X K: 30.00 4• 166,75' VC z HIGH PUNT ELEV. 9257 MGM PUNT STA: 6+74.98 o PMSTA 6+SI.05 POELEAfl:4 LOW PUNT ELEV.91.94 _ ._ __ ARV (RECLAIMED) o .9273 LOW PUNT STA.7+95.89 PM 25.12 .... STA. El". 10+8500 : -. K15.00 _ _... _.. _.PN ELEV-. _ EIOSIULC. GRADE _ .. _. ' ARV (WATER) STA 1U+53. -- a z 6C98' VC AD: 2.:91:74.. 2B9R K 30.00 - ELELEV.-95.29 29 86 73' VC 5 t NOTE: - -0.57X OGe RECLAIMED MAIN DOES NOT CROSS STORM. `0 92 _. SEWEROR WATER PIPE.92 e .. T— -'----°- PROPOSED 4' PVC RECLAMME] WATER MAIN r• p / .. .. .'.', FINISHED GRADE rOf o NOTE: ai RECLAIMOCR MAIN GOES '.. 0 g` NOT CROSS STORM, SEWER OR WATER PIPE, r ..: f 1,',r l =/ — — -- 88 T n � I 320 LF W 24' HOPE O 0.139 PROPOSED 8• D:P 8''X6" DI.. TEE. RMJ WATER. MAIN 2 °0 84 198. LF-OF8-- PVC 00.30X 84 106 LF OF 8' PVC 0 0.30X 9 '.. 209 LF OF 8' PVC O 0.30R m _.. 47 LF OF 8' PVC O 0.30X 8 n � N .H �� - •••-• 1 1 �vv --- - 78 -- m 7 «dd �ddd 78 5 Ol o ii _ 5+63 6+00 7+00 8+00 9+00 10+00 11+00 11+26 SHEET NUMBER C8.4 I O O 2 STA: 12+S2.2. - 16.5' -16, 12+00 a'. 01 GV, RMJ ST& 3 . 87' 01 TEE. RMJ 131 '76-3LF OF a- pvc o 0.30% STA,. 1 3"'0". 17 4" 01 22.5, BENO, Rmj-\ FP: I I 1 1 1 1 1 1 'I ;j Rmi I 11 1,/ 11 I I I I I I 1 1 I , I -STA.13+59.6, -17.9 ME HYDRANT ASSE) BLY PROPOSED 8' DIP WATER MAIN N82e29'E 12.4e - - - - - - - - - - - - - - - - 24.96' 40.W 1000 40.00' 4O.M. '8 wv -"a 2elf9_W___l'_ v -.1 Tk 3+59.6. -16' X6!' D( TEE. RMJ 14+ 15+00 418 40.00' 40.GO' 40.00' 40,00' .00 40.00, 40.W 'Da, 40.00' 17* It_V, FIEND, _RU'j_ . . . . . . . . . . . . . . . . . . . 57A_11a+:l 124_� 225_ G _aNI Eli WAMIZI.W7_16.8' —IV' STA. 1,�+25.08, 13., RIM: t t 5RTJ 1.36 N, 4" 01 ='r. RMJ Of GY. RMJ _STA. '13+48.6. PRO,.- 4. P__ ED WATER MAIN MJ F_ - - r- - - - --f ' r -i r -M Wr 7""' ljDPq- - - - I Sm 13+3 1., pr T =. I J17' 4" 01_jg% RMJ — r -I r LOW POINT ELEV. 88.12 HIGH POINT ELEIP. 89.40 LOW POINT STk 13+45.96 HIGH POINT STA, 14+70.43 PM S A.'13+25.64 PM EXEN1.87.21 PVI STA.14+57,73 PIA ELEV. 89.70 AD:5.12X AD 292X K:30.00 K:30.00 153.66, VC 87.60' VC 92 92 24, FINISHED GRADE az% -IX49 8'* Di TEE, RN Gv. lij 4" 01 GV. MJ PVC RECLAIMED WATER PIPE 4!' DI TEE RMJ PROPOSED 8 " DI 4" PVC WATER PIPE ry LIP 8" Of CV, NJ 84 -23S LFOr 6PVC 0 "'DX 77 84 263 LF OF 8' PVC 0 0-30% NOTE: RECLAIMED MAIN NOT CRO55 5 ')DES TOM 8"X6" DI TEE, RMJ SEWER OR WATER PIPE 80 80 c; 'v PROPOSED 24' DPE STORM PIPE R. z 76 79 11+26 12+00 13+00 14+00 15+00 15+73 O GRAPHIC SCALE IN FEET 0 io 20 40 HORIZONTAL LEGEND RIGHT OF WAY LINE PROPERTY LINE ft- PROPOSED PVC REUSE WATER MAIN -w -w - - PROPOSED PVC WATER MAIN -a -a -5 - PROPOSED GRAVITY SEVER PROPOSED SANITARY MAIN (PROFILE) . . . PROPOSED REUSE WATER MAIN (PROFILE) PROPOSED WATER MAIN (PROFILE) w C/) < 0 w 0 w uj cf) Lli ID u 0 SHEET NUMBER C8.5 I c / i� �> .- 15 LF OF -3ox \ 12 a. !+00 SII *_ 154 LF OF 8' PVC 0 0.309 771 PROPOSED LIFT STATION 0+00 1+00 1+65.26 GRAVITY SEWER TO LIFT STATION STA: 0+00 TO STA: 1+66 IECT TO Uff STATION 81.19 15 LF OF 3OX a PVC 0 G "x STA-'11+3&8 V- S12 4�' DI 1 1.25. BEND, 6mj 10 00 I M+Oo E3 1 77 lido `4" 01 CV, RMJ J RIGHT -OF-11" - 96*96=A]T1 C4,C / Q-1 z -4 GRAPHIC SCALE IN FEET 0 10 20 40 HORIZONTAL 0 2 4 CONNECT TO BOUNG —6- PVC FORCE MAIN VERTICAL wo" TAPPING SADDLE & 4* VALVE LEGEND RIGHT OF WAY LINE PROPERTY LINE 6 PROPOSED PVC REUSE WATER MAIN 'i PROPOSED PVC WATER MAN PROPOSED GRAVITY SEWER PROPOSED SANITARY MAIN (PROFILE) -5 C 10+00 11+00 11+86 LIFT STATION TO EXISTING FORCE MAIN STA: 10+00 TO STA: 11 +8i, UP. REUSE WATER MAIN (PROFILE) v Uw al z w ......... .. PROPOSED WATER MAIN (PROFILE) ............. ummum PROPOSED FORCE MAIN (PROFILE) 10111013 PW) Ur 0 . . . 0 0 < rm < I 11+73.7, GV z II GV, RMJ 0 w I TAPPING SAME, RMJ w LL W 0 W 0 LL U) X VL 0,5 >- W 0 < U) (D w < 0 w 0 0� w w (1) w 0 u 0 SHEET NUMBER C8.6 5 S E 9 50' R/W UNE_\ - I i-R/W LINE 12' 1410'_ 12' 2 4' 4' PRO LE GRADE LINE 2.0% 20% 2-OK 20 WAY CONCRETE SDEWALK FOOT TYPE F CURB A1R0 GUTTER PER STANDARD PLANS 0520-001 Do TYPE B CURB PER FDOT TYPE F CURB AND GUTTER PER STANDARD PLANS j520-001 STANDARD PLANS #520-001 2' TYPE SP ASPHALTIC CONCRETE 8' UNFROCK / CRUSHED CONCRETE 12' STABILIZED SUBBASE (LBR 40) MIN. / OF 98X MOO. PROCTOR MAX DENSITY PER-/ A ASTM D-1557 (TYPE B STAMUZATION) TYPICAL BOULEVARD H ENTRANCE SECTION "A -A" N T.S. NOTE 1. PER GEOTECHNICAL REPORT BY ECS FLORIDA, LLC, GEOTECHNICAL ENGINEERING REPORT, RESERVE AT LAKE MEADOW, REVISED OCTOBER 9, 2020. LOT GRADING DETAIL - TYPE "A" (DRAINAGE TO STREET) ra Ts CUT AND TACK COAT EDGE —EXISTING ASPHALT ;' .� ��; -' '�—EXISTING BASE EXISTING SUB -BASE (2) - 2' LETS TYPE SP-12-5 ASPHALTIC CONCRETE SURFACE COURSE (1500 MARSHALL STABUTY) ABOVE CRUSHED CONCRETE BASE FRAME AND GRATE FIT REFERS TO THIS POI" MIN. 8' (OR GREATER; AT EXISRNG DEPTH) CRUSHED CONCRETE' FRAME AND GRA BASE QBR m I00) COMPACTED TO A MIN. OF 96X OF MAX. DENSITY DRAINAGE STRI PER AASHTO T-180 MODIFIED PROCTOR Sc MIN. 12' SUB BASE (OR GREATER; MATCH EXISTING) $HALL BE ASPHAL COMPACTED TO A MINIMUM OF 98% OF MAX. DENSITY PER AASHTO T-180 MODIFIED PROCTOR. STABILIZE TOP 8' OF THE SUBGRADE UNDER THE CRUSHED CONCRETE TO A MINIMUM LSR 40. LSELECT FILL LIMITS OF OPEN CUT SEE DRAINAGE STRUCTURE SCHEDULE N TS -UMEROCK MAY BE USED IN LIEU OF CRUSHED CONCRETE BASE. PROP. POLLUTION RETARDANT BAFFLE WHEN SPECIFIED WHENS (SEE DETAIL THIS SHEET) \ FOR PIPE INV. ELEV. SEE — DRAINAGE STRUCTURE SCHEDULE (2) - 2' LIFTS TYPE SP-12 5 ASPHALTIC CONCRETE SURFACE COURSE (15DO MARSHALL STABILITY) ABOVE CRUSHED CONCRETE BASE M(N. 8' (OR GREATER; MATCH EXISTING DEPTH) CRUSHED CONCRETE - BASE OBIT m 100) (IMPACTED TO A MIN. OF 96X OF MAX DENSITY PER AASHTO T-160CMODIFIED PROCTOR MIN. 12" SUB BASE (OR GREATER; MATCH E)OSTING) SHALL BE COMPACTED TO A MINIMUM OF 98% OF MAX. DENSITY PER AASHTO T-180 MODIFIED PROCTOR. STABILIZE TO' 6' OF THE SUBGRADE UNGER THE CRUSHED CONCRETE TO A MINIMUM .11 40. PROPOSED ASPHALT PAVEMENT SECTION NTS IUMEROCK MAY BE USED IN LIEU OF CRUSHED CONCRETE BASE. 5V R/W LINE , rCA12' I 5' I 5' 111 /— �_ 12' R/W ONE PROFILE GRADE ONE CONCRETE SIDEWALK CONCRETE SIDEWALK MOT TYPE F CURB AND GUTTER PER fDOT TYPf F CURB AND GUTTER STANDARD PLANS p520-007 PER STANDARD PLANS 5520-001 2' TYPE SP ASPHALTIC CONCRETE 8' UMEROCTK / CRUSHED CONCRETE BASECOURSE (LBR 100) OF BS% M00. PROCTOR MAX DENSITY PER ASTM D-1557 12' STABILIZED) SUBBASE (LBR 4, MIN. OF 98% MOD. PROCTOR MAX DENSITY P£R TYPICAL ROAD SECTION "13®13" N.T.S. NOTE: I. PER GEOTECHNICAL REPORT BY ECS FLORIDA, LLC, GEOTECHNICAL ENGINEERING REPORT. RESERVE AT LAKE MEADOW, REVISED OCTOBER 9, 2020, LOT GRADING DETAIL - TYPE "B" MOD (DRAINAGE TO BOTH STREET AND REAR LOT LINE) SELECT NO WEEP HOLE ON FLOOR SLAB (TYP.) CAULK JOINT i i COMPACT EXISTIN 95% MAX OR` FOR PERFORATED HOPE, PIPE JOINTS ARE TO BE BANDED, BUT NO GASKETS --- PLASTIC FILTER FABRIC ON ALL SIDES TOP AND BOTT(SM OF ENCH 3' MAX. R 0 SE r 4' S SOLD. DIA. VARIES BALLAST/ I I \_BALLAST ROCK ROCK / PLASTIC FILTER '` NI. IN ' FABRIC LONGITUDINAL SECTION TOP EL. 95.00 I i � / r SECTION B—B 1-1ncic r— rUUI SPEC 9530 OVERFLOW WEIR DETAIL N.T.S. _ ® PROP. GRADE ELEV. SEE PAVING, GRADING AND DRAINAGE PLAN SHEET C6.2 ELECT FILL AND C6.4. PLASTIC BITER FABRIC OVERLAP 1 MIN. w '.ILK AND MORTAR < LAYERS MIN. Tm —(- + LAYERS MAX.) MN , PIPE INV. ELEV. SEE PAVING, GRADING ¢ VARIES AND DRAINAGE PLAN f SMOOTH TO o SHEET C6.2 AND C6.4. OPENING V \-T- ROCK S PLASTIC FILTER FABRIC ® BOTTOM OF 1RENCH TO BE AN AVERAGE OF 9` FEET BELOW PROP GRADE SELECT FlL PLASTIC FILTER FABRIC L OVERLAP V MIN. 18' DIA. PIPE LASTIC FILTER FABRIC 1:1 OR STEEPER 95 � ALT. TRANS. SECTION N.T.S. -MAY BE USED IN AREAS WHERE TRENCH WALLS 151E NOT STAND VERTICAL, OR WHERE CAVE-IN BELOW THE WATER TABLE IS UKELY TO OCCUR, TO BE USED AT THE ENGINEER'S DISCRETION. NOTE: AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION IT SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER TO PROP. PRECAST CONIC. ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF SETTLEMENT DOES TAKE PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE PROPER STRUCTURE AS MANUFACTURED TRANSVERSE SECTION ELEVATION SO THAT THE EXFILTRATION TRENCH IS COMPLETED IN ACCORDANCE BY U.S. PRECAST OR APPROVED WTH THE DETAILS. EQUAL (SEE PAVING, GRADING, N.T.S. AND DRAINAGE PLAN) EXFILTRATION TRENCH DETAIL SHEET NUMBER C9.0 N z 0 5 See note 8 24' ;(Y cof D.I.P. Restraint Table &InjoI,,L.,gth(FT)t .AbstAalad no Each Side of FAting(s) Ora5x 24' bon" T.,,---\ based an Ise. .1 loo T,..,, Me coos! .or a. o7 PIPE LETTERING NOTES: If I Latso,4ta IfIVich,WA.e , valve I.D M.'s" A; o,e Feseoe. I) + 2L_m, 1.1 fI,lo"tsi ho"bbne. ., s t,heVM 1. 1"ns"�_be permanenllf "'o"'tn" not`d 1. Le I be a i., t, peel-i, a,k FTshcd Grade Pao . . . . . . . . . . . c.'s scatiop Pica Pda,ttioq (L.Urni) 1 ell /_ 010 Z1,14 Tlac o, Mi. N.T.S. (I" "'s' 1-1n, M�e All, I, IkH 1 /1 1 n From Top el 1 "Was; q k ten �.o I, -d abw I Ts, c g tp htf of ft'. Papa 'a, 1 'o, -eao,t MI. indc bi he 'Rso Tcbio' e 'n -.1 re 'es,bF, ro, oc g Is, -1, n to I-Ita I. .-t dryly 2. 111 "ba ,I's "b,'s .1s'lon I—- FTeM1":a':r 3. A,, -1, Is nw"d 4 -b"IcIs Is— is "Ist., Nan vdvre Transverse Section )._F` NOTES: w =e In or _e Itt 1; - Is. .. A. lo (2) top half ofo, 1. "teni, F,,,, dJ, leo,,x n,, I ctb d i NOTES: A"'r. "'0 , _ o _ds-,"tt, -g.x so ane Ist. ont . o F .D 6- FeW A57 I— 1. Pit laA1-de " I.— THHh t,sdg On 2. C-p"bo ooll 1-1 o- I., ab .1sm as ol IF,—. -1 uF9cvt1"s.oI a, olsstI)rape, I jo-' c-, 5e, a,,nbcjn_ , "t". by MeA acec-, UOTES: P,a of .10 ae,,,,, asp- of .ro a, -1. I, _ vr- Wert. q P 150 PSI s,1 I s,: III (I, t, -1. CI 1. PVC a,laroJons shall not be Iced on valve bat 2. The actuating nut N, M snarl beno deopef than 24* ftm o1firoate foi,!,ad goods. '" 3 E '(s) I, the le -ling -,,o Z1. bqo U,! va as. be F, 20' and Is,- b"a'alce Is- , th at b" A. s-. I'. s-. I V,t,, saao,tly half inclodes canter spsa ng g0de foo, to, Oty', Approved hltanfs List. d.e 41 z I Nee (s) A'I- 1o1 -o 1- less If to, sit of pa. cur{ "I sl- I be I—, a- �W,,i ,a at p 1, Fj�c o, so-d in oche"Ie'n. In 4. Where ,Fe out is more than , boloa goade, valve as,onott, sholl iodine, extension ,u ta s, IT at, 4. J". a ara"s,1 by it, CI, -it, Iste t,re f -on ch", - he "-th- '. In I.. -, 'n. "s I'. '81'es g,- 'e'a'-ses - 11 -a, "an, -a t, I0 ht, th o. Ci �s Appm,aol Al.fi.H.Ia Lust 'N. be I tab. Via— T.I. U.T.S. I: 1paf,=al ,a ins.. "o sul Is— 1,`ade. For or. "n xit "I". In I's ess-1 4� I, 'Te rnot-I ,, Val,aclfit� Shall the 24' x 24' 1, 6' pad ad coonah, for cona, shal be fie'd 3,� the t,petpPl -FhIh_EbF.. a .. . Is "I I- . s mrirum rat D>tl acterrg to ,,o at.15 dIts, and s-1, psiW... @ 2a days fbfron-payanIarta,scs. E V vnM-h.1 be fil.n ho Ciy's ApF.,ad Mae.mls Latand ,ha na[Ide'Cty of bbi. Ocot .tato CyIf 0d,al W206 UMIS"C-ten. 1. At le 2. Ta, eitcoo, at IH�t ,In no b.,, 12- in sbsl at I— I 7. Valve B. short -t be located in Pbot. ct� drue.ay ho!...Pp� by to City. If,ppd, C,,ract ,oDtpuh,9 racch not to the wite, DePadment an the ,,e "sox no'l- "c' n,i e -tooIt" "!I, to rw1 _c, 8. For Val'. Box app,,Vd in PaYet. , dak ,[,, maikar shafl hang in the Y,te box Mo. Hadidbrod Tench End In Ion, Pip. Rastj.iM Faith, Valve and Box Cove, P-L-totits'vo LW Tara Detail.N.T.S. a�el ,=oILF, I (Ttl) SS. Feld t RM C,v�c, In 2fs �T NLLot 1-n-s Ura Is' Its' C AA a C-lcq Sit. "i's 4a's r P- I - .in Ecn,, co- India" Fn USF45-1 C.- S. I. F, Cover • GeaneN Property floc Pipe Cop-t- for Pipes 112' L- Than 24Sah- 6 Fla. V Fosh Fim, S.d on 7V7 Use 1295 Ring Moo Sec USF 227 R1o5 To 1 11 "0 To T' vm-- I 1.01, 1.4 o -o (TIP NOTES: R.IsIs 30, (T) Ls,O I 'e's-to v,cn ne,wbs .3 1 F.DER d the Fic- e4a F 62-555111 (F) Z,l Na PVC A, '_ 3, (See I.Ie See Nate -I, d 111, 1 - sl I, roa,l h1c'. zz - --- s- oNs I, At heal ."n'b's I-s' " o I NOTES: ;7.- .1 ibi5 .. 'el- ha. ..o M. T,!o c.1' Ct"," 1 "m by 11-51u, nths:, ly,es ads�sn ats'.prep 'e, i a"',e 6_a bIc -Alm "'ab, 1, Ab Is ot, 10 WFh1 oil toi,!, s PIL. -.It 00 Le ao-, be Ist III 1 I -IF F.. Uv!� 2) FIani Cast- Mont F f3i'll .1 a, TO Hama T -at In IM II-1, �1, I- ir�, o seplIte, ImIlaq lele, ep�clj. 3. Ake -le .a,, _ c, E-o 'ate, 's,1 1I, 'e", Osil ta allots, Ppa E-1-io- Stood.1d Caseno Mnot Seat— V 2. T,a,;,, ,e -1,1 s-, .1 - n, d, b- tz--ni 1c, is, I '. at To, .1 I -dr,,, In I'se -Ile o Wn�- If 12' .1-c I- .I sepeinion Isles 'In s 0. as, tho _d, -l"I e,., _51 111 ... 11, News: s, as ` i" �staooe -at P", . F1111 J. TIII�, 'o. 1'. 1. J. F,g I Co- 1 5 Of— hi she+l lu st,',rhrre ne- NOTES: a -ai'be Td 's, _."Pt"" a,, --s. -a, W WIN La,ge & It-— g g -,I L-bo,, Cc- D-s I f,, 5 At, od db I I;" s.. 'a io " �el, o a �, I-Ae,t ss" M;e (Isha ec, I.- (hI 'uti, �,e s- pg "p.st" Sb,odald Iblep Soob- jea, i"D I I.as I I, I., 11cla- at x, IIe 'Fl.-.h III— IF 1. ckz_ fol,,.) ., 1e instsl=j b, tf,e In h 1-1- 9 1— D". W.COn in 1:1hal-3b, oa, 11 .1'. .,1 �mc'al, 11, hOTES 12. FJ,, 2, L_at 8. 9. Ao 'A". r1r,111' In 3a. FYa I In, -We Al,, I. F-1 nelsl WIN Rs�, �'o I= Ron 13'. C.o-. wtc, 11 1, 1 1-heI, FJ x1l, ugh s-If 1 Is aFFmred nV Me Cry Li sub"', to 2 D p4t> tlf irgsslJ h s to the �!� I 11111ds s1zI le 1 0 4 I— o_w o- is I. iaA to pro Etz. III, Fs, N'. I'l-bei, fls Ost! b 1.. (1) b,. Z, 1. I's ina I,. sent , Ibn W. bea. s. e.e. vIn It I— snorl t, 0. V -, emaervl ilea g M,a Locate. Roe Swhoi 9.11.1 Sale, Cc ton S bol oa- S.M. Late,.] Debit .S,, O O 0 SHEET NUMBER C9.2 a E T �E, th — aV,4:e p", a Cap NO P, u— FaUrg -1 sere`Y v,,,,g Tc,e T I fV—j— 421, co—te — I nes., R1oty doe a- h—L.- u—, V, 1-1—cle 07 r Fron R 0l —I —v 1— UTM9) 110THH-1. 9 a' o.". M, — S. 1. Tri;9 P'. 19ce ne.] S-I <11— /Al-NIJ a C. deM a—, T th- P0,11'1e'e T11--l—I Pre ".a f-7 Fn,lild—t Tn--, 2:P-�V4 T�I�V�'i Transverse S-on S,ru.o S— a— v-1 NOTES-0;z: N01M C."""hon Ali C m.,h:ou ten "'d Note: n1li LIT-1 —I� 11, Hydrants shall be panted with double wat enamel paint per del te rrae -1 — eic 1 111-1— — the following: P,-- d'.— 'al— dundes P.M. Potable Water -Safety Safety Yell— Paul— 13-063OTN ab— d-11 1. . I � aaV. AM'� pipe U-1 I— Wi. o4 1b, PVC HDPE lvp� I UTM 'r, C-1, k1, rk� be W IT I-, fil— 91— • R�lalmdcf Water- Purp!e Phatere, 522 C II the. f11e ARV L Al S✓-11 r wJ by le c1l, Ile i,' el Pmrst. F- -Cherry Rod HDC-NID-1 6 4, Ph pp v�l es, rfcd h. d app--- I. L, 1— .' 336 Ss' —em 16, a- Tl�,'��d U�11 lh� t, I-, I— W111 Up, N� 'k 2. Connate shea, pad shall abut betwean sidewalk and —b. Where sidowall. is not present, conaete, sheaf pad shall be 0" did,• r.", —bl— f-, apple, 7.5,, 35.1d. Of., Ir,101rd 1 C—st. shall be 6' thick with fbamruash and shall be W of ,, 6. Trao,re 1v1f run up I, V,I,, P,, as d,p,t,d I, IS—, betA 3,DGO old minimum at 28 days, UT 12. 7 Sf�pd—mg, f�,thARV,h�llb,,�b,�itt�dt.th,Gty f—pp—A 4. Any deviation from this detail shall be ..do kh... to the City for approval, Gas Release V,I,e In Krdte' SaA Fat WIlts-ter SE 9, n.TI .YVT,PPftm Sad,I—M Gate Pe. L—tdd Wa. Flue Hydrant Assembly N.T.S. —n— ITEErlh e, e, Ca 2' A, R— V,A.e d— C�db S� sw ( F- 1ul �mll T� a I n 11 KV43-3428,Nt. V— t-An-r—) a.'rtc from (P.E.) S,,j- all. S-11 (S- N.1 3) 'g S '�k s-- C- -P R" - Iivpl Herd d— H—y MY T c1l M., e ,,2 —PSW Uu�o z Flange dos I M'I" C—aq-- C-�,,,A— 6',1 P 2-,,, -J S"JI, I'- — -'�' —, (a, C") :nsquue nut —�ej IjeC1 �Zl U" M, So— View with Single Meter CurbE�q Sd_' F hG d A— Riau, cos, Iron yore e« AVAVA Typ. 7 Teo TION auiooe) " 7— en'rxP, 4""- "IT T.— I'll, Xrort.—h T U'kn L-1k, PI., Vie, W, 27P p,, Tspp aq S.doa 'ith t�ee nut-cn'.co S Dud Han Brass of tApnlcalwn IMEa ks,(RE.) 140TES: 2. 2 wdl.— 1. '—Ize —1Anc �1 611-111— 10— 01, D�tl MW� —1 . —J. 1— deadP" o. S-- D-M I. Curb SI�p S.nple hleler Curb Slop I 1 T,df,af Mrt., L—Id 'f "i-e "s "11 1 S PI't 'h"' "' R.A- "�NOTES G�, dd—, 10.� i1A X, C—b,,,t— A'Vp ... m -d S' nj —'e d� 1� t� e 2 If Si— News Me's--fAL"I'l—lep- e. Ell 'l-le W!") i,i —,.d. 2. 0't,,, -I 1� 1-1 Iel 3. A— d-11 appr1l I. I VARV. 111 ARV pIp, diameter he equal to Nei [e of Ine 1. a R,Y—� r, — —A �1,. d,!,, 1. uv r, C� S"j,' —.93210120, roil 1 1, — "sle a,,, �Wj 1— Z 4 All PIPTI,& v, 5, Ind to he I ,, 3M S S '—p, 16' 3' 'b ............. 6-� wr"' sn 2. ,, r .,f" .'as — - F'e C 1, d �� 11-, nin 20'.24- 1- 7. fi�' Vv.0 N207 b, S eIa F—Jj nJ UT2M 1b, C—T—R—F—Ij. T,,' f, m", c,., t'— u,n,— 1. t, I�e �Id �� �f— to lien a u— "', 1, dirlil .1 J,,� 1-11) —1 1 �,,J ol —1 .,,r, 0 "de"n'n If PI" _i"n 9 S"ke ness .—I" r, -l-, '-V" 1.— 1, s W 4. i,4ere rle Ir", v t "'. 1� '-1, I—i" -e 'hA "n .' I. -'e a., &P rl-d m ILI,— l"'s �'' t� " �, "a-' "T1 ' ft— or Sl,'. Ill 12 'hpP d— ,, for the ARV 1h;II be submitted I. dFa Oty for —rl. the CiJ 7. (UT TM,,)n 1,i ti�l —1 --1 be cf If,e 0 "[0-1, C-1-1, Gas Release Vail'o in PI Rox Ly. " and Redai. SI ess Sa,el Tarpon Sleeve and Gets Valra f,,, VV,t,, ad FI U e, Me, & R'dajm Service a—r- Delol Meier & S—Ica L—t- Deta I N TS. b!:N.T.S.11— "" 1—m- jF—" N.T.S. �V-' IN Pg() 'v, Ur 0 1 a do 0 0 . Of no ad SHEET NUMBER C9.3 O F r CITY OF OCOEE DETAIL NO. CONSTRUCTION DETAILS UEJ04a Mafof lift Station Data Table DATE: 4,42019 SCALE: WA WETVlELL. PIPING AND FLOATS DATA D' arzsrma DexcHphxa DA BIN WeJ.re9 VlallTNdlw.a{vibmnMd b/Prcrssl h�rvAar3urv,.sea rq's Abel�.v) Da fi FT 4'IMra1 D:smY pC t2 NJ FbY Tab YlNJ;f9'mxr., zpzoEed DY Preavt F4araJxaae+, sEa rdz ADYnv) D01 By CmV--'-- Webvs`J Too Etab Tn.clr^ass (1G' min.. epeafxd t/ przwst 1.1arNaRwtr, sea NO. A BcAvry DD2 9mDwz Slab Ta.'¢ircss DE By DwrhaC« W Ma9l4TshB (SPecEM tyl4rhvda.,Amy DF BY Cor,NaasJ P p Baso Pla L gU I=P:d-ud bYlk2h r.<4Pump Smear) OG By Cw.VaC Pump Bass PLTa \5 Es1 (sPeafiatl ty h Hiaai'.�?P ^Gten BYLCn BYConGacbr Pump Bass Pule TDi�sbyA..u'p+a+l BYCOfVY PumpD'Ix..wr.LxPuPBWNnwDamar9aPt:BYbyBYCertmcw b VaveVa9;(wGrmetl b/Pre,.vvABYGOn1rdCW V4e Vaulitz!LYNtl,(drxltnd tYPfA+aMADaJar) By epnua»w va♦re vast s+ae Trri I�b,r�bYPeeetrAamdaxr ,maAa+<..) DP By Com uclar Va,re Wa'i Th.S l.:nC is tmd db/Preps lynfactu ,.ae,wte Atc-bn) W BY CenVac'.w PvmpCtwd Vet C srDw ORsel (spetliW byF dusnt:YN�nrp 5u3N r) DR J IN G&x C«v�att O.am�+.or DB 4IN Oypass Pun rvg Pi'a D'eancsr DT 4ItJ G...rix�ge pq..• D� Ekrati«vs UnaipC vs EA SaaswHlbTh l'loter TaS!a T3.J9 FT Warm9lmert EC Lou Leal A4-ml EE T5.f9 FT Purrps 09 EF yB.f9 FT Lead Pump Q^ EREB G >9.19 I— tag Pump On EN 8069 FT Hyh Level A— EI BS 60 FF Trq a06ixbve FJ Bt.J9 FT IMumt Pya Mrevt EK Bnrom of Drop C«moYwn EL Vent P'pa Nrcvt Dam Tebla NwGS: A. Al structural com} unls, InchMag bvf rot Im'?etl N tlu> a Wve i'enis mug be ce+Ef.?tl try a Fbida Llee,ssM Erie«. 8. Przast Conasta atemrrets and rrtad,ar;cal aPCwlorruuus' GmansYns requrzed m M suMrxltad by Vra mnba<W oust b wnFmuwi M arsyu,armanaaaamn a LIFT STATION CONNECTION j o T J E ° " — x— x— — x-- x— x— — c PROPOSED 4' I 95.90 0 8 PVC FORCE MAIN o I ELECTRICAL PANfl. N x `iYTy, EMER44JCY •J PUMP DATA _...®. HIGH HEAD PUMP CAPACITY 95 GPM HIGH HEAD TDH 144 FT LOW HEAD PUMP CAPACITY 470 GPM LOW HEAD TDH 72 FT PUMP MANUFACTURER FLYGT PUMP MODEL # NP 3153 SH 276 R.P.M. 3510 HORSEPOWER 17 FREQUENCY 60 HZ IMPELLER DIAMETER 158 MM VOLTS/PHASE 460V FULL LOAD AMPS/PER PUMP 19 A PHASE 3 PUMP DISCHARGE SIZE 4" PUMP DISCHARGE PIPING 4" \ NORTH 6' HICH CHAIN ONK FENCE (SEE SHEET C9.8 FOR DETAIL) DOUBLE SWNG GATE (SEE SHEET C9.8 FOR DETAIL) GRAPHIC SCALE IN FEET 0 5 10 20 CONCRETE DRIVEWAY m BYPASS PIPING w` �- S PVC CHANTY ---- SANITARY SEVER a ' 95.90 95.90 P F RE MNG MANHOLE c 4' DIAMETER � E o � 0 _' NOTES: E = 1. 'THE DESIGN SPECIFICATIONS FOR THE WET WELL, PUMPS, CONTROL ELEVATIONS AND DISCHARGE PIPING SHALL BE AS SPECIFIED BY THE ENGINEER —OF —RECORD, IN ACCORDANCE WITH THE PSLUSD gc UTILITY STANDARDS. g 'LIFT STATION DETAIL PER CITY OF OCOEE 2. WET WELL INTERIOR WALLS SHALL BE PROTECTED WITH A LINER. THE WET —WELL EXTERIOR SHALL BE 2019 UTILTIY STANDARD DETAILS, DETAIL PS—O4. COATED WITH A PRIMER AND 2 COATS OF A WATER BASED EPDXY 3-5 MILS EACH: APPLICATION SHALL O "ELEVATIONS SHALL BE BASED ON NORTH BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. w o Ah1ERICAN VERTICAL DATUM OF 19 (HAV088). 3. A FLOAT SHALL BE PROVIDED FOR ALARM AND TO CONTROL BACKUP RELAY SYSTEM FOR THE PUMPS. m 4. ALL OPENINGS FOR PIPES AND CONDUITS SHALL BE PRECAST. ALL JOINTS AND TOP SLAB SHALL BE SEALED WITH AN APPROVED SEALANT (SEE DETAIL). THE SPACE BETWEEN THE DISCHARGE PIPES AND THE TOP SLAB SHALL BE FILLED WITH WATERPROOF NON —SHRINKING GROUT. 5. THE INFLUENT PIPE DETAIL SHOWN ABOVE IS FOR A GRAVITY SEWER. FOR FORCE MAINS FROM A LIFT $ $ STATION OR LOW PRESSURE SEWER SYSTEM, A TEE SHALL BE INSTALLED AS SHOWN WITH DASHED LINE. 6. ONE PUMP SHALL BE EQUIPPED WITH A MIX —FLUSH VALVE. 0 7. THE DISCHARGE PIPE SHALL BE HDPF. TO THE FLANGE ABOVE THE GROUND. m E v B. ALL HARDWARE SHALL BE 316 STAINLESS STEEL AND ALL BOLTS AND NUTS SHALL BE 304 STAINLESS STEEL rfii«tg plpa aoitl Crop - _ -... tt.3�3 fron rccEmg i EmerSercy b\yass shiA Da oy_i+'aJ neGed ea�.9a ptrJ .. O cte as ttxDDaraa le+and)P . '\ Yrmsd NarsMun • �- AA F tCca* PM mnf.;p;rJ'm. � .' � a�a pza..c &2laraq sha.A I -z 1eM-3bte ..«,ezy �' � ' � Pcl m'k w�Prt;vro s3lre. Aav v'reiY D._.:3uTlc6a sea LYfS J'V9 s+Jre GanmA hl s f« daV3z , � Shyk SPDem.� Fkmiie Lou�n Ltd Jre vrfD Ban} adaP'or I (y XCPE G'Ya wr^•.3nwutf h«n pnP a3wrr b -. rmd.vly; matt ws',.c+4 -. .___. VaaPi to weMaa fra§t tx'a4a p4ap 1 LFbY. atk hcdtiv P�3Vm w'd, NufOy_m<« Vent pGt aM caP zta9 ba b'm C:� f« Ftxxt.d Carn �dCn»E<.f IncWnA Boz wACm:tt staaonc v.3A kss tllao 20 HP. mM 1Yb20 wM Cmv.Vw d NP.«graSar. Vent to ba btiLtaO u�z lB'x L«taNe Cap w:d�l'Tep rvN •.,^ Ifi' x 6' mnx^_= v3a+ Ba9Rug VZM1p (aru'JStactess ataalJ 2�' x la x 6' ii%d:Cmrn+.e 51 d AwM Vtl.c aM 5!anC p;x DIP. Lc.^VSD Vanes SECTIOt! AA Eh1ERGEN1Y BYPASS CONNECTOR CITY OF OCOEE oETA1L CONSTRUCTION DETAILS NO. UT301a l.lajpr tNtSUucv; Plan Vier DATE'Na'ember 2021 SCALE' WA AhYays ®II Bit two full buslnoss daps before you dIB to have undargratrKd tJt9hlxs batzd and marl®Ai. CY.d Vb vE la Tmie (HmI RaDH� e Ntlrh H4!D Lod Rrsz=ad J4vf9 PASV.dz vth AN OaraAv A Hatd N,dN PS.�d Haze ARV {ar UYo ln1 C Y P ':!a L«k Mtt s arNA�V-Crca .[n .... XJ l 1 x5M1G 9eaGu d. rv.Y'CG S e'e _ 6sfxi3 _ \ 9tanda 9K6 I I 11 I' ` I I i / wva f QYy 6 Stge , _ � DUN I P P PWc+9'.ga J Con-;.=<;hn I Ram lMk � 1 P Ch-J V3.a YPtCs3r CO PGx r Se Date3 P P.oI F,S Po Cato ' ! i-_. � ` � ,. F fA�arztal flargase E=M JM •>ntaJb NZ Lfl Bu[c-n zav fJoal tFr aL .tvcw:nc'- I j .-,..s. ,• _ _. 'O EMaPc" ' SeT{Jy Crre hfa FWzh�Vatre as � Ps { HOPE Fla� AEop2rfa P P ._ Barn Ranee lAararaGurad ty Pv,p VerCw i 1 Bla^'rm C«wJ hats bWfafa n ( O j '.l . fi'Ba59 VY 6'IhD1Ved9=tl lm,l��?I\\1 , } ,1 t z x z rra. Ir• Tnx>l Pts^x anal tew in>eazea kr ta�5e 5ta!:en A; y5a?ns CITY OF OCOEE CONSTRUCTION DETAILS J,la,+or Lift station SecCon V 12I SCALE: tUA SHEET NUMBER C9.5 0 �io M II -et -al A. The hill 1 1 d4 and 1 IW. cw,tancd arx used iw lath nzw &,0 I=— C, Ill 1 11111117 11 for is RI I.- h are al and nftY e%A ar morn Than two TheIt, 1. -l' al hillAwit-bill Cry of omex fh station ihetts at Me Ume of approval IR the mat cone 111 Vear `ih- I- VR MR 1. 1- has 1 been I.Ri'llod l. is rem 1 rnnilnuoln _ R'lld 1a., the di "A Re"t- 'b- th,, ci moss ""ou kit l,i"R deUh and 3. VIRIIR 11), rates. the Il". .."",ol,"-d Ware MtzrcM1arvgzxhle. - AM,h,, drawirps ilu1. to the zpx.f clans and .1 1111dl. tap ¢s snag be C.ltl-. lubmlt a summary of R-I- lt,d '131 -W In the ,, and Floats Data IA. . GY iI o. the -My d lot station Eeixds are grsphcFi In naNreaM 0h,, R, -1 be Wlt, till sy _ , li,, "I 1wR II I't". I'd to ti, I. Ih satbns tursvSsrW fob to as WterrtlH by the .-A. R 11A be ,d I. I. "Il" wM1kh c,.R hRi'll the ccomm¢,dH spare parts CI subricaticn tv As sl l, ,4h P-0 ` ll lh-I - lll 1-1111d, -Chid P toroth .I, h,h.Ail 1— ,,4 ,t th, s CITY OF OCOEE OUAL CONSTRUCTION DETAILS No UT300a-1 Major Lift Station General Notes DATE: Apraniq SCALE: WA 1. 1 -R Ils toardimate who pump manta tar aX di- I- '. Ills'. .- It— l h.. , 31G PART I - 1 III <kttrkal <gvFFm<m M I. R Elecinrai Code IN III for.111, and B. TM conVzclor dz: eloper mall bz rzqu'sed to itule wiN Duke hoer gy lot b f,_ a three Coale onus 1.11 lili, ol-t -1, to ut romp UatwI., hill". 1 to lire CRY. b{ Moped/ 7 to ine `R Mi, 11 tj lh,ilt b, for all mltapzd by the mnirxloa. Poxzr ,hen be Iu did.It. 1 .- l I-- .1h I. 11-i, muterarilS- tRd - b, separate f- I,— , c-, =z, pump _1 ,I- h. ,I- A R-1 and l ...... wNcn 1 - z'. l pan of , 1'- '111 be ,,wj,d b, " . I Il1lq 1111bIzt, I— and IlIlld, ,d shall be per i ,- . di �andl1h,IC�,, .-R, be Cl, 'ji'th,di "",R - """' " , Bat". _,I,- S,elio Ill t,,, I_ 11 In . .1s 1,l tt R" -h-, It, 11,Y 61. 1,_ a the The outer I. . the -0 0A 111 d dl I -I hi, iwiI-I hR $' ; Illll, 0A Ill -it, h,,. 1,1. to 1 h0A zw,utes, run Its., ortrM brew ors, etc., moumH s,<n treat om`y the iz«, %otruda Waugh sabtpan. D. I li-Illi, the -1 Its f., -11, 111 C-1. I.d1 I1,11 I-Y.Al, .11, wetwteNNt«nUW catinxt. No junction Coxes to to wed er lgcated in Newt rued. F. lIA to -I'd on a tezli, nookguide 11. trader for - _1 bz run at lt Wl'o_R.R. .,�_ I-,- o. P.- i a, ..I'd h, ', ."!"R .'a ."ll . 11.1h 11. to K- 4e I.Ild . l enclosure R], III pole li, Wt bIt'let with R,11111 evtartJ bt, I, -In 0R, an Pilft Hardaaax and Ill, Nan . 21 I-Wil. steel 4. 11 .. hil ,, h Eear, e- III", and an 1141-1 t-1 4111A 11 Imll 1110 An Ill.., Il,C RrdrvareE hi nuts, washtrs, arts any/:ilrnvn R b,, 31e IlItt, CITY OF OCOEE C No. CONSTRUCTION DETAILS UT300l4 Will, Lift Station Geol Notes DATE: ApRA2019 I SCALE: WA 11111 - 1b, Elor a%xo.H equal, - l.- hil 1 0,,,, V I. leo,"i, bill I" itt'ill- Itill- top R,R -1 1 R 1d I-, b, IC- YRRh Nc4 layer or i00i ,- R., h,l- on t.p It- not be D. A 'CIYlf 0. 111 S lihi Vi !M le-d to the/root el h- tll PART s - I-R W., hA 'Al with If V, Re Ill V hI,,l ,hll I,. ih, lh. -1 -s .1 1A. Ill 1 1 b1" h k1k It- Ill-, 11ti, bt-1,, 1C, 1. lhi lWhill, Cr.l,dprdmg , th, Ill -1, .,1 lih� IIIII.tms 1. - 1. All .11-1 red �( "I all ll hl,, (11," -11 of bol-1 Ina, to Y. 11 1.4 R loll, IRRI sm , CRY --A -1 t. I'll .11. IIA 1A, il. -.1 1 1 L� I- R, -h ,! ed alum null p! 'rob and 't-1, .. ie toRdi I" ". el'i"l I. by 't-y- d-, ie Idil 11 HIM IY, l, I— I I- Id bV P11, v 11,4 f p, 1F,.-d Yi. M .-I el Ri, . iR j 1 h, .,It traps w er 'NiAni,l 0A d.,I-, Flumta. R daol DETAIL CITY OF OCOEE NO, CONSTRUCTION DETAILS UT300.-2 M.jo, Lift Sted.. Gemml Notes DATE: April 2019 1 SCALE: NIA metal levee. prvrie wa[eryaoof epasY tauLna mere 8rcrm4 <ablz zM <oMwi C`-nitrates ,,rotund x•:ae so Thai h w+➢ not cress .ear aPz^Ing er Preven(w impede wrmal melnod el remm. ?Mats <r Camps. to to 1 Ihtd N 111C 1.1- 1-1101141N 41 d _l_IlR tI .. th lf,, C,Y' Q hR' day, In advzn<e at . R,' U_ dttl-, ii IhIl iR and C. cwhaciw "I. _hf, 'hi, Ilyt I, Dcpan the and 1. 111'. 11111 .1hi t1to .1 111,R dall, and I- C- - '-d shall _ I. the m, of th, ,l If that 'It W f A R-h C', items d ". s, Wl', - ., tp of any till li, b, the City, fl-l't ihzA Ill frzid Mspe<tavnI - by the Cli l ". show 11ilp s- 1, hV, llizi.al R,d A I—he In rapid Ilh C. 11,a➢ I l't A the ppiI. dlU,R saiisfa.orl f It Ilf.i- I _1 INd I. ,Ii,C. C tRl hr, hi, :l, I'll I= .let .1 1=1=1it'll : --It dil 1. If,- .1 the 11. l, pt- It. and th,, 01 <onUxcicr shan b . prevent it Nx ph station hanup LC,tME arts ice Ii IMrcI E. Ce Cl, I—. equipment I—be It- a the startup. f I 11Me a I -I Itil Ill- and loans fl, Ildata. The to - b, =Zdl by the=- I, Presence CRY ,, Chip-the itid .-I'd "Id at 14� fo+oLeration h, the CRY upcn -tlR Gi DE IL CITY OF OCOEE No CONSTRUCTION DETAILS LIT3iMI-5 Major Lift SWICRI General Notes DATE: Aped 20I9 SCALE: WA 1-!I l"ll " ....... b"C's h_ I. It".. 01-I hI, she Cow"R. I', h. 'Illd 1H - I.. the hatch Pan. 1 R'.1. C. w 1 1 mrutrwticn shan be 1-1. 1 11 - 11, 00 P, IR a R S_ e I-" ,h, 'Rh I'll III, I, with AST M. 78Si-fil deignt othzx I— A 5JAl 9-th, IhIs be ,P be fined p all wary --11 1. 111 -R b I -R hill, VVII 1,11 l= 1.� lhA I, hRA with - 11-1 11,11 . 1. �� It __ '_!, ii, id I,R rN thlclneu. spark llt,& If III t1l, M lk, %zs of z City ,th to ,I,,X The wxt non and - III, tdroz I'll to dl-h- in 1. .1 CRY hart to be veal ghlaW h,.I. I,- "' 5 o Rh, iiii to 1111- of equy, fX Rls jltR, of the wet , A and g .,M,C,, hill be zvamapy wrappzd Vh ClI. th. EI, double crated wah an cep%e.ud <eal tar pity. PART 4 Equipment A. AX hvdaarx IMtluting Chi and hit -I In wen 1 h b1, be 116 - Pu mp ,,, "', omenI— -h.", III l-, apt thMns e - 1. pump and base GlareRi 1. l R. AU pyirg all hhh,E,I It - IR . asse-using 11 Is It- it- 11 and B. PIlIl. Sll Ihah 1� R-1, al,l l4II, RlWe. itM d.ph, end 4 N' It - IIA, . I CiRld. lM W Cil-ld h P5.lo1— 0 ti, IN. M sue gauge aM1atl be lil -th lt-lil I- npP.z and 11 -1, C. Cl h, 11 al. C,, looted on haldr IPII I— boc w I C. t .- a less, I- with 'R rxgv iernv,ls Rreater then 1N amps shan one 3 W se 1 slil 'l-ht R -hd P.i,ll to I,- I- i-, I- "l_ All Fen 4, fihmg, ., h- the W11- E. ti'l ,, ".a ,, Me garb lideh CITY OF OCOEE DETAIL IL CONSTRUCTION DETAILS UTMht 3 Major Lift St.11,Rl General Notes PIR, 7 P Cla, all CR, A. duptta 1-1 1.-1 -h Ii 111R . 111 1.11 1 11, 4 11-filid I- It, . Rrkl P Panel wile an ithl. MIRIl,lill- Terminal JRR be d Ill Rtl -P IRry the TCU. P1,11 Cib 1 be Foxdzr 1R.ttl R Rld I-, I., pump IR 311. h ....... ht. rsquirea4NV , ph-. , - Y . B. - dud - . 'ill'.11, andasw•,tth Min mewl. htillf-im l-IlIktih, -, b_�, D. Pill! W 1, 1, wil have an appropdatdy 'j - H 11,i4.d Cump tirlt'-, mWcr F. I-- I. "Y' b,h, '. t, i.,kR I. 'he Wide of the lIt, pond dmr. C, Thx Ict.) and b-1 I, wv3 be illbt, th,, - d., - 1. wN tyre battery bzc4up ra1H tar seven Ill noun. N. The wctwen Mats xpl hi-, a, I, h,1 clip, I. Phase monhorn3 Wit b, llt,d by h 03 -p fl,I Wow e- 1. Th,, -1, w 11, ,,J - have an 4 11,, 1 Ivzvning red 1i i" it Pyle ",R1 ,61-8B Illp- in . Pie lh-t J" 41oo 45 4 hhR for 9-1.1 R I Di,I1,,J Flctincal 1 M li,li- 1161 1- 111— mwx be Rl. Ill appmni by tie Ury. L .111 RI'll, 111, R`11 1 ..Id h,,_t to "_h_ n .1, hi. I.A 11 11111, 111- R - -1 - . R -1. 14. I'd 'alt, I'gItl IFan be 'W. 1. - "A-1 Ii all pumps to I— P, PART --is- T11-il - (Po,l) The Al- -IlWit- Ill. it , I— bz ak4Tevt IOSC oETavl CITY OF OCOEE NO. CONSTRUCTION DETAILS I.I.I., Lift SWLICRI G.-I Notes DATE: April Will) I SCALE: WA z z n In 0 m Co 0 to D - w 1 1,, R '0 I , . Co C1 T SHEET NUMBER 09.6 UI? 1r. ueRN snanxeuasrinrecmna Nrce=b=doer. L PTU vhag morv2a cemmarval pcwar, 8erparalcr wypNse balancer, vtatrcn vNtaPx, iba usNagecrcu:2 ww<e iltb+oI v: wegwel, pamP il, P2 and R3 stator lstop, wn, ,'I,. lWM pump IfDA pasdkn vfaf« eon, Au<—i'lamatt<I aM art paatz'status. D. lb —and Vnllaea monY—r J11, PTU rb.era be«otttted b'r U+xe taut Mnw lows. F. Ra Ik h'. M1e ores T '4 act as a Wpmary <onvd. The RN shall M the vewMary lad Wxi the sta«- F. RN sh..imid 'xn hoar bavcry backup. G. Caprrm .h 9 pr a Iha sevxe a1 lbe 0.N urpp'�r for fnival en _Ne 0.N r o,rsmmrng and dmafwn. mdrrappg wt POMts. N M aLr t h PN 'ID dude (ow, hg aM b{h) Floa,, HDA oNorf, bw v 'raye e« Il' Ni. paver, ra' .a+me ro=w„Uf aP "ab I. alarm i 3 be capabre of op.ravng. mG acing a M wMa3 a ionsr r r m 'nr a mne e.en ola Iasi poor -«mane m�he EL» r.adnns w4 nor b=mane mr lna warm sans ann aUsbra alarmmbe r,,,rn an,l scone a m,al ro::a. raa�a. Nnrre 9. SPx'x!«5G'aarfc CnMsbns CITY OF OCOEE DETAIL NO. CONSTRUCTION DETAILS _ UT300a-7 Major lift Station General Notes DATE: Apd 2019LI SCALE WA 116' Mae m aadr caner 1' board.^r 225- rl City of Ocoe Lift Station # XXX In Cease of Eniergency Please Call I.25' Nat Utilities Department 407-948-2013 407-509-2751 �24 5l , NOTES: ,. 8kvn nvs;t bu a#rlaed m tlw oN;Na of lte gam by ap [e. 2. S'yn must bx re9x5'ra 0. liR 8latbn number to be esslgrped b/ Ure GM of 0.roae. 4. AdV{—Pnumbers shagba Has 5. Arurn'nurn pana2 aha46a 5052, H3a, 06a ArCu'no Ratrea:M CITY OF OCOEE DETAIL NO CONSTRUCTION DETAILS x UT3t4 Lift Station Sign DATE: Apnl 2019 1 SCALE NlA Grouts Test Erh'!osuro - //-T "_ran to E Y>h g G. Aa Rcdu Oa'k par Staten (Typ) / R oM c, t Gx 1T' PUN �C Equal LW Gr«md Tast � \f 1E hded LW - j- ._- IIL��—I�IMan<alCpafc<tim `No: 20 AYlG Te:red Coppv erwnd� a Co d <wr m Camlxryase (TY91 Gmwdap9 Rod PUTAP STATION GROUNDING DETAILS FWa Copper Wca m Favice (T,) �nnele'1 is far EmuMmy rmpmremxr4s apiy. 2. [aepYr»ns F+ovidzA are Exner, ant shah be xd bawd on agp!pm<„t ra<,lbn and she <oM4wns,'o�r�, due<,M by <rty. a Il mains«aIce<irp3 it in<hdM tc to fer<e eras mlrvmum d Two hrana.,r. d facoTg wnerasnnr erompn�J ,oeaMer by IW 1.11 mUit4svarA Brined cp Ilar brat w'ae "kh mecbankai ciarrp. Faroe ,«m:na pouf sA rl to <.mane{ m yo«M»g Pnimaler <o terpraa hY rroo3(0 m prawGrpg rondactor. 5. All grouMdp; reds to bx awtnerm�x we'd. 6. Matches/daorz: cn m=m wits rmdfip'z doors, prvnde bard tram fr� _dooron—door. 1. o ,c wore to he rorrosian rxsisram [invsd rnppx MraWed woe. 8. stall ground wbe vo lost itwA opt ucsv clear epan:rg or pre:'<nt «mpLedx rwrmal malhad of r<movv+g !bats « p> 9. -11,V woe (tt na(Ja to ynxVate wziweN above fuan er eby mrmg 3/d" WaUgh aids wa!i.. Epory RN cow Halo. TAIL CITY OF OCOEE DETAIL CONSTRUCTION DETAILS - UT310 Lift Station Grounding DATE: Aprd 2019 SCALE: WA QuarryLLJja( 66Gi a0-DT — 100wv SAaIRPTA-190-DT13) EracM<zl Paapei Ugrt Eiectrk:g Fail ord� �6rpp«t GrouMeg \5'sxs t— Frbe+Qss Soap Frlc m Concrete Vane 5,8 Ardors Eats^.ng Grarnd �Phdx' — EYe — �--- ----- _ _ _ kr U41Y.,nB to x are• ccppx=J GrwnSny RM EztxM Grcundmg Wvrg, Dare Ci a., ` COPPar m Stalti•n'rz GmVn6ng10' z sa' CePpxr GramE.rg Rod fiPVC hdD ea—, DOMUN VOTES: I. Alt electrical aarvicelsl zhailbepe=Incest rational e!actri<al code. 1. M11, vMb and control box are I., general repreuntatbn. C-1- shall serer to the. spedfic tletair(sl(ordirection and require a -(or <onstruttian and)orInstarlation. 3. Pa to be 14'In height for finish<d sbbgradaaMshail meat currrnthurd<ane ratio; (or the ap 11-1,Ee lo<aVon of proposed station. 4. P—.de acntinuouz ground Irom light tV grwnd'ng rotl WA; tV e,inji grwnd:ng at parul. 5. Actual lighl bcadon to be spe<ifad on plans. oeraL CITY OF OCOEE NO CONSTRUCTION DETAILS UT309 Lift Station Lighting - DATE: June 2019 SCALE: WA k•Ora. Nora sa 1 24' ._...... __ _ 24- ..-.. e .. 6. 4 _- U6tE AND A10TOR U\akE NOTES'. 1. (41Z OiamMx Hoakz (mW@a) 2. 12) i' Dzrxpr Hints (cads end) a. Hxks m to cvany spamd OF OCOEE DETAIL NO. CONSTRUCTION DETAILS U7312 Cable and Motor Cable Rack DATE: Jane2019 SCALE: WA 88 LLo,a I r J-a3a5 S S. ta+g 2-I'S S. Mdga (Pipe Rack) lupcbore Doudz ko<Ain9 this. _-! 'h Fupdert'la=ti« Alvchor Detail 3-6- S.5, ma-1, tWb, —Wed all the viay around Strap Detail m lit Hal on.-11 volt. Rack to be mounted wider i SS vredga a+p<h«s, cam (2) per eM, ePnay —a and cemented 1 ta:1 a'%5'-316 -- SS.T.,P4a -- VlET'aELL BUppert Pack rm.erme Lr.er '—Sea Archgdng Datd Aff,UztaE'z 8-8. F:nd -/ OvaM;pp'ng hkn d 2 FeN. .,ee Strp Deln3 NOTE SS prpe support vhaY tz egaa#y spaced rw 6reatar Man rhx (N l- e:calkm. and ro err toss Ihraz 131 leer hum p�np Raye `�aa lM err. eP w'r CITY OF OCOEE DETAIL ND CONSTRUCTION DETAILS Ui311 S.S. Pipe Support Rack DATE: June 2019 SCALE: WA SHEET NUMBER C9.7 w IS In L �� 233J• a 1 —T— ( Topes Ir -E ver r VSF 353'n• . CYer 22 1IY Sort— Half of Cc•.- 31 1 USE E67 CR Co1x f` .,. Flush Raw Section a2� USE 1307 CR Ritzg RttwS Wn VARIES USE 667 Rug �I.tznno'c s3s9 �� (wheae a9wMi Red B' ar Prey rCarcr Flush Structure Casbno 1 ra�n arq./ t �•l� J Iwrxre riRutradl NOTES: I. U. a"e aril DaWr+a C 'd p. A ItJs shxi fv I p 16' n 9rea:u) aid racem. O ncl ppa�bxs RI,Wto UTf 63 k,, Sta .Jain A1miliae RN aM Co OctUit f 1)y' ai ncvin .. 2. For sVuc — uiN lop eMveG>1 at saafxce, usa'Ahsh St—, Castrg', US' 1wTGR Reg. 3. a ak -be smwd hu,)brick—o t AASHTO Miff G— hllN J. MaM Jo IN stegbaln o—'CV 00— IW). 5—,loot ) A FkYkf (anaal. 6. I bank . Fds sh,O3 Fur —'2) rorvpentrot g pl a e 6. 1Vnsre ho'z u*g Icoatrg)Is re 1., ..f" shag eataM sn dreg se Nend<.oaurn Mg r mortar but DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT104 Large & Receiving Manhole Ring and Double Cover DATE: July 2019 1 SCALE: WA Lot or Easement Une E.N Urrt Po'e E+aq location h9 Gb„snasd Gays 1V0 C IMa) anonn on ..Serif Srte Plan on Y Centers Ma i. J o1H ix 9RUA wn1 PosIC P TOp�I �. �' ATT dOcuUa layer VentC p iN \Vied H Urger Rork Cencreie Co"ar IS Tla V- 12 raa j 6 E1xNVrcryl Coat<d Electrlal Pan>l. Pem EI—I P N Corr F brlc - Force I Leads snap beC toire \ TBROJ a' Post ('ysrra d c dPrlal FMMCd Gi '!7' 1 Yi `T SUb1�' fT pan vha HteMn bt b h Abee Th.ck k S a PE Nalar$ r+Jas r� �[ t= I I, RP2Pota 11 tad Backlfvv aril f FM' of t Be'ycM i p ,<e witn LOUVUa Faucet I`.',1i2• { tlao V.abr� u+d VsGX i A � Eek+g cy eypas Ly I R Y 9lAarvhd (RaRlcred) RO\'I ( Con.nH-rot Comlect Fo,R ,)vl o's FENCE DETAIL 0 IaCs 5<e Om✓i IfT1 W 3xte Post .g Ad T Rots Gat P t�rC �1 F �. x k+3fA0P H'�CeM ')� CPncrNe RJP) 1YP tC NOTES., —ID J. intsdetzl u Aw'n<+a{WI;ta;mns've<cm,uon ardreq,ahem<ntz eonva;ror snan<Mer fo DOUBLE SYR'1G GATE DETAIL IM1 d 1 d '@H P for <onstmn oa -._. _-- 2. Rc eksg m<nhexs... bemf<..t<r than 26 fl-l.k<onnac, shall he b'ta diamet<r,fhNba FENCE PATES. pny creed, Located outskh a1 roadnay. For marho:e sa'e<�ficasbnr, r<ler to OetaO Nhu large & Truss bars are reNhed ftt gear qa'e 9f>n pecehiag I.tanhdx- Aing aM raub'rc Tvrer. am uw Nat awn an eaen:do a a c«ne-r post J. naPa61;fn<e gran .away rtom bom vawr aod:uu<.,top;at La;or.!iss ap«m<domer..ar<. w•y. J. 0.9 <onaele shag bz JO6n PSI. pzl uN<ss ssen-1, Pntad <Iherwise. s. s„;.raga:<to6<«<m<ea on ar..eway z'la'<a<n aa+<1 wt6eriRan drhe,.ay. DETAILCITY OF OCOEE_--_-- NO. CONSTRUCTION DETAILS UT306a Secured Lift Station General Site Plan DATE: Apd 2019 1 SCALE: WA II - ea•— Hy Pass P LAY +SU'.n'iss Steil pcslM1a 6t�n:�ss SW 1larPulmsafc 6!ze1 S°.rube Retail 1 F t1=_Osmvle<f ttazF 3de DUwnricl C. (FIT) Fir. Cap R)P) S)etg „hzs eN&Ot-ffRReID)P) Backe T soyi L a) r« C.M. SN W PVC t' C.-Coral.:a Encase l —I SCH W PVC Ccra II C Pavan a.%TJ / J �-6w<vP '���2Goe501 BLcarhrsss ErWam R)PI Asphahk Patnt d' �2-in'COL'GarCYn �'+e Grada A'I The 25 CHA1IUa. Cxc�nd Yiay Doan RyP1 Rods, IAn T Apsn IMtes: r anrp b Jwnn 1w 4ywaTous s.Aaty. 2 ne<n¢{ly h<vnig <^d mtl»s. sn eraa to u+Wap mCe t:+t stai..n 5%x a-d vh,3 bz Va:e IJ1VWeu dnn a tlrae N>aa mc« ad Pr' ^ky. do tervyr E.m mat »n m N T as^i- mw v Wile q •ea vm jVe';M 6 w3o.ka uh shxl W T' 9rvan M a15L+ins w b JB P. AS.—— da HP �aq be sur%� la mna•aad�brraNu. DETAIL CITY OF OCOEE NO, CONSTRUCTION DETAILS UT305a 400V Corlett Panel Installation DATE: Apr12019 I SCALE: WA +.t CITY OF OCOEE DETAIL No.CONSTRUCTION NO. DETAILS UT301 Control Panel Component legend DATE: Juno2019 SCALE: WA K::_ COMPONENT LEGEND AB ALARM BELL AL ALARM LIGHT ASB ALARM SILENCE BUTTON ATS ALTERNATOR TEST SWITCH AV AIR VENT CCB CONTROL CIRCUIT BREAKER ECB EMERGENCY CIRCUIT BREAKER GFOR GROUND FAULT DUPLEX RECEPTACLE GND EARTH GROUND GR GENERATOR RECEPTACLE HOA HAND -OFF -AUTO SELECTOR SWITCH MCB MAIN CIRCUIT BREAKER MS MOTOR STARTER NB NEUTRAL BLOCK RCB RECEPTACLE CIRCUIT BREAKER RTU REMOTE TELEMETRY UNIT TTS THERMAL TERMINAL STRIP O An m SA 0 0't GR NB GRDGRO _ Rtf,H F TE%T t__ _1 RTU K; I.IECfiA1.eICALLY HCI- m m IMERLOCKED TEM RTLa ,—PA BRAET LOW OFF LELG H �® U 0AA6 PI N ovs m A 0 iEli1.+INAL STRIP GF��Dft IASt 1.152 I�i �7 OL OL f2V-0C O OA TTS TCUB TTE V Q mp m A59 AV m m SUB PANEL ENCLOSED LAYOUT ENCLOSURE DEAD FRONT LAYOUT NOTES: i. Thu— 5/o 01e ehs+a' ed Lhom 20 M P, to 4] HP. x. o .boa sae erwl w '— am a w• , ae• x 1r a'++wl o< as INDICATION LIGHT T<u �ya'.mitad byM Gy. 3. SCADA cmdrd shz5 be SCiie.t 1062 Control sys!im SWITCH J. Alarm [Ohl, n ..1^nm dRbn, eM 9°n ptado for tsuai Wrpsz !y aci t<a' t be aparov<d try tlse Coy s. Tna r d of de car a Hill o-luawa rn. (3) I m are .gas I C hares a mamA ct ed 01 lio? ypm:M eG e. 6. Insa..l ..huam D'.aaga atm anU pw. �mnnxl. 1. Ovasde o{ parla{ boa shd Ee psAEer ma.�d staMtass Hcel. CITY OF OCOEE DETAIL NO. CONSTRUCTION DETAILS UT306a 400V SCADA Control Panel DATE: April 2079 SCALE WA $' n g %>•%T' S.S. FlaN ---, I I `\ i }'x3a5 S.S. Tutay—i S. LVedga Moises DouMo Lo ng Nuts. fe wAz DM Ylasnar A h D. L..:1 3•.r s.s —.0,mg mb ng. a'radsa all the way I, —.snap Dgtan fo ft `al.. wattvell wall. Rack to be mounted k s s. wMge an<nors, ttan 121 p°r end, eao.y mat<d age e<m<naea InshA 3'X5'-JI6 S.S. TubNg PTc SWTat Rail PrdeWe l Sea AnC,ming Oxtail Aeusfabli s.s. End r o-.en;pp: ;1 tan or 2 Fs-1 --- S<e SirzP Delad NOTE. ss.P:Pz support lnz!i Cn eouasi geneadwgar�er Wan rni lSl l<el fepvatkn are na Brea r iM1an three Ri lit no P p ."as adr[ o<ard tM90•fiftmyte DETAIL CITY OF OCOEE NO CONSTRUCTION DETAILS UT311 S.S. Pipe Support Rack DATE: Jurre 2019 SCALE: NIA SHEET NUMBER C9.8 E ot Eo 7- ' t 28 0.10 AC 3 5I STDRMWAW� "v I POND 0.19 AC TRACT D -SB13t',, POND 2 26 E 0.10 AC Z AC > < 24 E 0 10 AC -j < E R `A'ROAD A 714ao,?- 18*23" .56' L. 23 �11' v POND I VATER 40 T E t+ E fo fflx --40-00'- 40.00' 40.00' 40.00' 76.10' F-1 F-1 F-1 F-1 1----7 ..1"AC D Al --I" "�'14 C 0 A 0.14 AC A� -14 A. 0.14 29 ..4'AC 0 ..14 AC J L - J L - I L - J L I L _j - ----- ------ r I 40.00' 40.00* ---------• - ---- F- D." AC J N8'2 14.1 8'r- 14. 7* 14 1 0.10 AC 0 15 0- 0.1c 1 4. .811 - 16 I 5 0.10 Ac I N0.10 1 U87 1 14.17'r- 17 0.10 AC 6 0.10 AD 11 7 0,10 AC 0.10 AC --us, xi 0.10 AC 0 AC -usit - b 20 14.f 9 0.10 AC 0.10 AC 21 Z6 10 0.10 LAC 0.10 AC 1 o ---saf. -r3-3T .3, Nnap2ZE . -ozj 14.18' 22 51 0.10 AC 0.1 0 A 25. N876 20'E 14.18" AMENITY TRACT 6 7-7- 7-7'7-7;* To'le 0.151 AC Irk cif- 0 2 D.1 0 AC 0 12 0 AC Q0'rp AC In I In 1 Iw 0.24 37 0.23 AC L22.00L- 0.1- 5 AC 04 AC L 40 L0.14 AC 7�!� F of 41 L0.14 AC j 0A 42 AC 43 03 0.14 AC I on L F- I I I 44 0.14 AC ' � 1 n n - q, 41 0.14 A 'M�B,21 646 AC 0 .1 4 1 i '�:1--i �.�. EXISTING PROPERTY BOUNDARY L19 GRAPHIC SCALE IN FEET 0 20 40 810 Afwwo mll 811 two full bushy dap bedfm you d19 to hm undmmRld uUIM. load and SM A-z E he C., wO A < 0 (D Z Lu (D 0 F- 0 T- ia_ w c/) < 0 w 0 Lu c w ✓/) Lu Edo w w 0 C) 0 SHEET NUMBER C10.0 SAMPLE PLOT -TREE DATA TreeH inches Species 2082 _ _ — 44 OAK 2076 22" OAK 2068 20' OAK 2072 20" OAK 2067 19" OAK 2070 19" OAK 2086 19" OAK 2064 iT PALM 2071 16" OAK 2066 IS" PALM 2069 15" PALM 20M 14" PALM 2093 14" PALM 2077 13" PALM 2084 13" PALM 2090 131 PALM 2094 13" PALM 2091 12" UNKNOWN 2083 127 PALM 2092 11" UNKNOWN 2062 9" UNKNOWN 2065 9" UNKNOWN 2073 0" UNKNOWN 2075 7" UNKNOWN 2085 7" UNKNOWN 2074 6" UNKNOWN 2089 6" UNKNOWN L7E[G'E�N[D (]{) TREETOEEREMOMED TREE MITIGATION CALCULATIONS I TREE REPLACENIENT REQUIREMENTS PER CODE ALL PROTECTED TREES (6' OR GREATER) SHALL BE REPLACED ATA 4:1 RATIO ALL REPLACE%! —TREES SHALL BE 2' DBH 1.11N (3' CAL MINI SECTION 614E-0 SAMPLE PLOTTREE MRIGATIGH CALCULATIONS SAMPLE PLOT= 1OB' X I W' (10,C-0O SF) 25 TREES TOTAL I—LUDES TREES LESS TMAN 0' DEH PER CODE) TOTAL PROPOSED DEVELOPED SITE AREA = EB1257110,000 BE X 25 TREES = 1453 TREES REPL CE)AEITTREES REQUIRE➢ =1,453 X e = 5 a13 TREES RFPLACEMi£IT TREES PROVIDED ON SITE = 266 � 132 LOT TREES = — TREES TOTAL. (FEAf,Plf:lllG REPYACEI,4FflTTREES SHALL EE OWJATED OR A FEE IN 11E(I SHALL EE PAIp TO iHECIiY AS STATED IN THE LOC SECROY fi-1O) N 3 i i U, F 0 O Y Y O OD V d, Q ¢ I aCH a I m s H 111 Z y /: ^� In O J Q ® LL ' w 111 ® L11 GRAPHIC SCALE IN FEET 0 20 40 Q z _ 80 NORTH d I „ U) Q CALL 2 WORKING DAYS BEFORE YOU DIG u i UJ w el O IT'S THE LAW! Know rvhal's below. W O DIAL 011 Call helare you dig. SHEET NUNUMBERSUtl511 t:E STATE CfE CPLLOE FLORIDq 1`rC. L 0 50 TREE MITIGATI0N SPECIFICATIONS A GENERAL 1. CONTRACTOR -FATHERS TO ALLTREE PROTECTCN REQUIREMENTS LISTED INTH ESE SPECIFICATIONSAND'OR THOSE LISTED INTHECITY ORCO JTYZ NING CODE TREE PROMOTION ILATFST EDITIONI. VHICHilER IS MORE STRING WGEM SHALL APPLY. 2. CONTRACTOR SHALL COORDINATEALL CONSTRUCTION PROCEDURES WITH THE PROJECT ARBOBIST PRIOR TO BEGINNING WORK. 3. MYAREASSUELECT TO EROSION 1.1 UST BE ADEQUATELY STABILIZED YJITH VEGETATION. MATERIAL THAT SPILL, 4VNEV4A REASONABLE TVIE TEAMS, DETER SOIL DISTURBANCE. A NOSIC><JS,BUROINGPEAMITS, WIRES OR OTHERATTACHMENTE OFANY KIND SHALL BEATTACHEDTONNY TREE OR PALM. GUY HIRES DESIGNED TO PROTECTTREES ME UCLUDED MOtI THIS PROIIIEITION. 5. EAANBNO FREE LCCATIONS AND SIZES ARE ESTIfATES AND ARE BASED ON A SURVEY' OVD D Y OWNS. 1 PR E B THE .V ER SELECTED SURVEYOR 6. CONTRACTORSHALL COORDINATE TREE REMOVAL WITH PERMITTING AGENCY AND PROJECT APHORIST PRIOR TO CONSTRUCTION. tlO PERSON MAY REMO`JE OR CAUSE TO BE REIAOVED MN FROTECTED TRE'c OR PALM WITHOUT FIRST HATING PROCURED A PER INT AS PROVIDED DY THE APPROPRIATE PEREITTNG AGENCY. ). FOR PROTECTED TREES OR PALMS BEING REMOVED ME CONTRACTOR RUST GIVE THE PERM NG GENE R EI AGENCY EXPENSE, OPPORTUNITY TO RELOCATE TREES DESIGNATED FOR REI,'gVN TO N:OTHER BREATT)I[FER.IITT `TUG AGENCY'S E%PENSE I 8. CONTRAGTORIERESPONSIBLE FOR POSSESSINGALL REGUIR£DAPPLICATORLICENSES, BUSNEBS REGS-414CIIS At A 6 iLLC t4 PESTICIDE ANDMET IRECATASAFETYSHEETS.THE LtPtIEUTF IS S RENIOICBLEF R 'Ih ALL E O D HA\ G SPILLERTA-SPILLS l.NSIMAT ALL REQUIRED PEROO RESERVES HE EQUIPMENTFORPESTICIDE MATOR ADD Mp ACCIDENTAL SPILLS ON SITE AT ALL TI/.c5. THE OWNER RESERVES THE RIGHT TO INSPECT EACH APPLICATOR AND HAVE THESE MATERIALS PRESE1fTF0 BEFORE N:D DURING ANY PESTICIDE TRFATIAFIIT. B. WHEREMAFFIG AREAS ARE PROPOSED WITHIN THE DRIP LINE OF PROTECTED TREES AND LESS THNJ FOUR A)INCHES OF GRADS CHNJGEARE F130POSPERMEABLESURFACES THATPLLO'N AIR AND5'IATER HMO1HE SOIL SHOULD BE USED IN LIEU OF ASPHALT OR OTHER SUCH H 1',IPERVIOU$ SURFACES, 10, TREE WELLS OF AN APPROVED DESIGN SHALLBE CONSTRUCTED AROUND ALL TREES TO BE PRES-RVEDWHEN MORE THAN FOUR INCHES OF FILL 151 OBE DEP0S ILOWITHIN THE DRIP ERNE AREA OF THOSE TREES. COORDINATE WITH PROJECT ARSONIST. 11. THE SEQUENCE OF TREE MITICATIONAND PRESERVATION MEASURES IS II'PERATVE TOTHE HEALTH AND SURVN ABILItt OF THE SUBJECT TREES AND SHALL BE COORDItATE0111TH THE OWNER SELECTED PROJECT ARSONIST. T;E DESIRED SEQUENCE IS OUTLINED BELdN: A TREE PROTECTION FENCING. E. ROOT PRUNIIG NJD ROOT BARRIERS. c CLEARING. d. TREE CANOPY PRUNING. e. FERTILIZATION. t. INSECTICIDE. g. IRRIGATION. TREE PROTECTION FENCING 1. PRIOR TO THE FR.ECTION OFANY TREE PROTECTION FENCING, ALL FOREIGN SURFACE MATERIAL. TRASHOR DEBRIS SHALL BE REMOVED EDGE THE AREA TO BE ENCLOSED BY THE FENCING. AFTER ERECTICH OF THE FENCING NO SUCH MATERIAL OR LITTER SHALL BE PENJAITTED TO REMAIN `A'iTHIN THE PROTECTED AREA 2. TREE PROTECTION FEIJCING SMALL BE PLACED AROUND ALL PROTECTED TREES TO CREATE A PROTECTIVE ROOT ZONE NID SHALL REMAIN IN PLACE UNTIL SITE CLEARING, HAND ALTEPATCN, NJD CONSTRUCTION ACTIVITIES ARE COMPLETE. 3. IJATNE GROUND COVER AND UNOERSTORY VEGETATION EXISTING VIRHIN THE PROTECTED AREA SHALL REI.WN THROUGHOUT CONSTRUCTION.OTLER DESIGNATED VEGETATION AND BNAENE PLA'JT SPECIES SHALL BE REI.',OVED ONLY BY MANUAL LABOR UTILIZING HAND TOOLS, OR BY OTHER METHODS APPROVED BY THE PROJECT ARBORIST. 4. TREE PROTECTION FBINONG TYPES AIJD LOCATIONS S HALL E E ERECTED AS SIHO'AD ON THE TR EE MITIGATION PLAIDS AND DETAILS, OR AS RFOUFSTCH BY I OCAI. AGEIICY. 5. FINAL LOCVOLON S S HALL BE COORDINATED WITH AND AFF ROVED BY THE PROJECT ARHORIST. E. DO MATERIALS, EOUIPV: ENT, SPOIL, WASTE OR WASHOUT WATER MAY BE O EFOSITED, STORED, OR PARKED WITHIN 20 FEET OF THE TREE PROTEG I ICN ZONE. 1. EROSIONCONTROLDEVICESSUCHASSILT FE1JCkJG,DEBFISPASIHS,NJDWATERDIVERSIONSTRUClURESSHALLBEI?)STALLED TO PREVENT SILTATION ARDOR EROSION WITHIN THE TREE PROTECTION ZONE. B. CO NSTRUCTIONACMITYSIVA'L NOT DESTROY OR IRREVERSIBLY HARM THE ROOT SYSTEM OF PROTECTED TREES. POSTHOLES AND TRENCHES LOCATED CLOSE TO PROTECTED TREES SHALL BE ADJUSTED TO AVOID DAMAGE TO MAJOR ROOTS, 9. DO NOT INSTALL OFF SUIT, CHAIN OR IRRIGATION LINES ON ANY UTILITY LINE WTH-14 THE TREE PROTECTION ADDS WITHOUT THE APPROVAL OF THE PROJECT ARBCRIST. IF LINES MUST TRAVERSE THE PROTECTION AREA. THEY SHALL BE TUNNELED OR BORED UNDER THE M.E. IE CONTRACTOR'S ACCESS TO FENCED TREE PROTECTION AREAS WILL BE PERIJ'ITTED ONLY WITH APPROVAL OF THE PROJECT AHBORGSE 11, EXCAVATION OR GRADING REQUIRED WITERT THE PROTECTEDARU SIULL BE L1.11TED TO THREE 13) RxFES OF CUTOR FILL. COORDINATE PATH PROJECT ARBCRIST. 12, STRUCTURES AND UNDERGROUND FEATURES TO BE REMOVED WITHIN THE TREE PROTECTION ZONE SHALL BE COORDINATED WITH THE PROJECT APHORIST. 11 M SPROTECTIONFENCIJGAROUNDTREES TO BE RELOCATED SHALL BE ERECTED UNTIL THE TREE IS READY TO BE RELOCATED AND NEW FENCING SHALL BE ERECTED AT THE TREES NEW LOCATION) AND Vi ILL REMAIN IN PLACE U117IL ALL CONSTRUCTION ACTIVITIES ARE COMPLETE. 14. IF ANY DAI'AGE TO TREE PROTECTION LENDING SHOULD OCCUR BY ACCIDENT OR NEGLIGENCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR B.IMEDATE REPAIRS. 15. IF TEMPORARY HART OR ACCESS ROADS MUST PASS OVER THE PROTECTED AREA OF TREES TO EE PRESERVED, A ROAD BED OF SIX (6) INCHES OF MULCH OR GRAVEL SHALL EE CREATED TO PROTECT THE SOL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO I:AURNN A SIX (6) INCH ROAD BED AT ALL TIMES. CONTRACTOR SHALL REMOVE ALLSUCH MATE-S FROM THE SITE AS SOON AS TEMPORARY ACCESS IS NO ITILDER NECESSARY. 16, CONTRACTOR SHALL COORDINATE WITH THE PROJECT ARBORIST PRIOR TO THE REMOVAL OF ALL TREE PROTECTION FENCI C. ROOT PRUNIN'(3`TRENCHING I. TRENCHING LOCATIONS SHAL L BEAPPROVED IN THE FIELD BY THE PROJECTARBORIST. 2. TRENCHING EOUIPMENTTHAT WILLTLIRNAT HIGH FIRMS IS PREFERRED. AND SIULL BE -ROVED BY THE PROJECTARHORGBT. APPROVED EQUIPMENT YALL BE USED TO PERFORM ALL ROOT PRUNING OPERATIONS. A "IDIIAU!A DEPTH OF THREE FEET IS REQUIRED. 3. INSTALL ROOT BARRIER VHiERE DESIGNATED. SEE TREE MITIGATION FWl ADD DETAIL SHEETS. 4. THE TR04CH SHALL BE BACY.FILLED WITH PREVIOUSLY EXCAVATED SOIL AND COMPACTED BAM.EDATELY. 5. TREES TO HE RELOCATED SHALL BE ROOT PRUNED A MINIMUM OF TWELVE (12) WEEKS PRIOR TO TREE RELOCATION. 6. -EN THE TREE ROOT ZONE WILL BE DISTURBED, AFFECTED ROOTS MUST BE SEVERED BY CLEAN PRUNING CUTS AT THE POINT WLERE CONSTR-TION ILIPACTS THE ROOTS, CLEARING 1. TINY BRUSH CLEARING REQUIRED WITHIN THE TREE PROTECTION ZONE SHALL BEACCOMPLISHEDV\'NTH HAND -OPERATED EQUIPMENT. 2. CONTRACTORSHALL CLEAR ALL TREE PROTECTION AREAS OF VINEGSHRUBS. GROUNOCOVERS,WEED$, SAPUNGS,AND INVASNES LISTED ON THE IATEST EDITION OF THE FLORIDA EXOTIC PEST PLANT COUNCILS LIST OF INVASIVE SPECIES. 3. PROJECT ARSONIST IIUSTAPFRO'IE METHOGS OTHER THAN HAND CLFP.RIDO TREE 4, ATWO(2)INCH LAYER OF MULCH SHALL BE APPLI£DOVER TLE SHRFACEOF EXPOSED ROOTS OF PROTECTED TREES DURING THE SITE CLEARING PHASE. E TREE CANOPY PRUNING 1. TREE PRUNING SPECIFICATIONS SHALL BE DE]PNED BASED ON SPECIFIC RECOVVENDATIONS OF THE PROJECT ARBORIST. INFORMATION PRESENTED BELOW SHOULD BE USED AS A GHIDEHRE. 2. CONTRACTOR SRALL VISIT THE SHE WITH THE FROIECT ARBORIST TO VERIFY THE EXTENT OF REQUIRED PRUNING. 3. ALLPRUIIINGSHALLBEPERFCNAEDINACCOR➢A?JCESYRHTHERECO12NIENCATIOt4SOFAOUALIFiEDIMERIATlOfA OCIENOF ARBCRICULTURE JSA CERTIFIEDARBORISTORNJATEMIC 4SOCIETV'OFCON5ULTItNGARBORIST$ ASCA REGISTERED CONSULTING ARBCRIST RCA) . 1 4. AT LEAST ONE MEMBER OF THE PRUNING CREW SHALL BE AN ISA CERTIFIED ARHCRIST. 5. VIHILEPI THE TREE, THE ARBORIST SHALL PERFORM AN AERIAL INSPECTICN TO IDENTIFY DEFECTS THAT REQUIRE TREATMENT. ANY ADDITIOIAL WORY, NEEDED SHALL BE REPORTED TO TIE OW NERL 6. PRUtll?IGCMSSIJ''LBEDOIIEINA00ORDMCEWRIITHELATESTEDITIONOFTHE.A.NEIA300PRUN1?:GSTA`IDMD(N,IERICAII NATM0 STANDARD FOR TREE CARE OPERATIONSAND WORK SHALL BE PERFORMED IN ACCORDANCE WHH THE LATEST N CEANSI ACTI SAFETYSTN+DMD. PRUNING SHALL BE NACCORDANCE WITH THE H THE LATEST EDITIONOf <A'S'BEST MANAGEMENT ANAGAGE LENT PRACTICES'. TREE PRUNVJG' WHERETEMPORARY CLEARANCE IS NEEDED FOR ACCESS BRANCHES SHALL SE TIED BACK TO HOLD MEM OUT OF THE CA EARN CF ZONE. S. IJO MORE THAN 20 PERCENT OF LIVE FOLIAGE SHALL BE REMOVED WMNN ANY TREE.. 9. ALL TREES VNITHlN THE PROJECTAREA SHALL BE REFINED AS FOLLOWS'. a. LIVE- HPRUNINGSHOULD BE PERFORLEDONLYSYHENTHEDANGEROF INSECT ONDISFf SE INFESTATIGNIS NOT PRESENT. I,. REI,",OVE STUBS. CUTTING OU'TSIDE THE 4'JOUNGV1CQD ISSUE THAT HAS TOPFA£DAROUND THE BIANCFL c. CLENJING, FOR THE SELECTIVE REMOVAL OF DEAD, DISEASED. EROKEN, OR CROSSING BRANCHES DOWN TO 011E VIGIL IN DIAMETER OR AS DIRECTED BY THE PROJECT ARBORIST. d, PRUNBJG CHILE LA TS RGER THAN) INCHES IN DLAMETER, EXCEPT FOR DEADWOOD, SLALLBEAVOIOED, o. 'RIDDING CUTS THAT EXPOSE HEARTWODD SHALLBEAVOIDED WHENEVER POSSIBLE. I. ALL TREES WITH CROWNS THAT PROJECT INTO PARKING LOTiROAD'NAY AREAS SHALL HE RAISED T014 FEET ABOVE FINISHED GRADE. q. ALL TREES WITH LRO'NNS THAT PROJECT INTO SICENALK AREAS SHALL RE RAISED TO A HEIGM OF B FEET ABOVE FINISHED GRAVE 9. TREES Y:HO'S ROOT SYSTEMS WILL BE II.IPACTEO SHALL RECEIVE THE FOLLOWPGPRUNING TO CO?APEACXE FOR ROOT LOSS: a. THE LOCATION AND SIZE OF BRNJCRES FOR REDUCTION SHALL BE DEFINED BY THE PROJECT ARBORIST. IS. REDUCTION, OR THE SELECTIVE FRULI.NG TO REDUCE TREE HEIGHT OR SPREAD. I REDUCE EtNDVNEIGHT ON HFAVY, HORIZONTAL BRANCHES BYBEITCTNELV REMOVING SMALL DIAMETER BRAUCHE,. NO GREATER THAN 2 TO 3INCHES, NEAR THE ENDS OF SCAFFOLD BRANCHES. d. RAISING SHALL CONSIST OF SELECTIVE PRUNING TO PROVIDE VERTICAL CLEARNJCE, BY PROPOSELVREPLACEMEM TREES a. FRUNING SHAILHE LIMITED TO CLEANING. 11. BRUSHSHALL BECHWPEDAND SPREADIOLRYWHMDISEASECP INSECT INFESTATIONIS NOT PRESENT) UJC£RNEATHTREES WITHIN THE TREE PROTECTION ZONE TD A MAXIMUM DEPTH OF THREE (311NCHES. LEAVING THE TRUNK CLEAR OF MULCH 12. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOYINGALLEXCESS DEBRIS ON A DAILY BASIS. F. FERTILIZATION 1. CONTRACTORSHALL COORDINATE FERTIUSATICN PLAN, FOLLOWING BEST MANAGEMENT FRACTICE55'IRH THE PROJECT ARBORIST PRIOR TO COVV,IENCEI,AEtR OF WORK 2. EVERY EFFORT S WV_L HE MAHETO UTILIZE CHEMKIALS OF AN OR-C OR SIODEG.RADABLE NATURE IN ORDER TO OFFER THE LEAST IMPACT TO THE NATURAL EINIRONAIENT. CONTRACTOR IS RESPONSIBLE FOR IBXING, APPLYING. AND DISPOSAL OF ALL CHEMICALSIIIACCORDA.YCFVYRHSTRICTADHFRENCETOMANUFACTURERSSPECIFICATIOIJS.000RDItA ENTHPROJECT ARBORIST FOR FURTHER INSTRUCTION. 3. ONJLY TREES AFFECTED BY CONSTRUCTION OR AS SHONN ON THE TREE MITIGATION PLAN AND TREE INS?JTORY SCHEDULE SHALL BE TREATED. 4. TREESSPECIMEDTORECENEFERTIEIZ HNLBETRFATF.DARFIN.LOWS. a. MIXFERTLIZERACCORDING TOl,'JuVUACTURER"S SPECIFICATIONSHMOATALK SYITH AGITATI0tJ CAPAPILitt. b. I,tIX VE"tJG AGEt4T ACCORDItG TO MANUFACTURERS SPECIFICATOtJS TIRO SA.ItE TMK V lTH FERTILIZER AGITATE LIIX. c. INJECT THE IAIXTUREWITH A HYDRAULIC INNJECTION SYSTEM INTOTHE UPPER E-12 INCHES OF SCV AD)i ASOILPF09E. INJECT AT THE RATE OF ON'E 111(113) GALLON AT EACH INJECTION SITE. d. THECRRICN ROOTZON.E AREA PLUS Z BEYOND THE CRITICAL ROOTZDNE SHALL BE INJECTED, BUTNOT BEYOND ROOT FRU141NG LOCATIONS. e. FERTILIZER SHALL BE INSTALLED PETER TO THE INSTALLATION OFANY AERATION SYSTEMS. L ElAPTY PRODUCT CONTAINERS SHALL BE STCCKPLED FOR INSPECTION BY THE FROJECTARBOHIST FRWR TO DISPOSAL. G. INSECTICIDE T. NOTIFY PROJECTARBORIST IF ANY INFESTATION IS NOUCEU. 8, FOLLO':N PROJECT ARRORISTS RECOMLIENDED PROCEDURES. 9. FOLLO'NALL-TRINUFACTURERSRECO?A.1.1EtJ 1011SCON'CERtaNGAPPUCATON. REAL-11ADIRGL 1-1. 10. ANYPEM ASWELLAS THE PETS FOOD MDWATER BO'Y&S SHOULD BERELIOVE.D FROMME AREAAND ANY SWHAAYNG POOLS SHOULD BE COVERED. COORCI WTE WITH PROJECT ARBORIST FOR FURTHER INSTRUCTION. 11. ENSURECONIPLETECOVEAAGENJOREAPPLY2-31.tONTHSAFTERINIRALAPPLICATONUTLEINGGAMEPROCEDURE. H. IRRIGATION I. EVERYEFFORT SHALL BE MADE TO WATER THE PRESERVED TREESARDTRANSPLANTS. CONTRACTOR SMALL IRRIGATE BY HAND OR BY TEMPOPARYIRRIGATION. 2. IRRIGATE AS SECURED BY PROJECT AREORMT UNTIL PERMANENT IRRIGATION IS INSTALLED AND OPERATING. 3. UNDERGROUND IRRIGATION SHALL NOT BE INSTALLEDWITHWTHE DRIP URES OF EXISTINGTREES UNLESS ROOT PROTECTION 1,'iASURES ARE PROVIDED AND APPROVED BY PROJECT ARBCRIST. I, TREE REMOVALS I. PRIOR TO AND DURING LAND CLEARING, INCLUDING GRUBBING, ALL TREES TO BE REMOVEDSIALLOE CLEARLY MARKED BY PROJECT ARBCRIST W ITH RED SURVEY RIBBONS AT 361NCHE5 NIINIYI',1 ABOVE GRADE. 2. SORTRACTOR SHALL REMOVE ALL TREES AS SHOWN ON THE TREE MITIGATION PLANS AFTER THEMES PROTECTION FENCING IS INSTALLED. ,3. ALLM ES SHOWN TO BE REMOVED SPALL 6E FELLED WITH A CHAIN SAW AND STUMP GROUND 6' BELG'N SURFACE. ANY TREE SIHDWR TO BE REMOVED THAT IS IN AN AREA WHERE COLIPAGUIDN IS CRITICAL SHALL HE FELLED SMITH A CHAIN RAW AND STUMP REMOVED BY COIITRAGTOR, 4. ALL S'IOOO ADD STUMPS FROM REMOVAL S SHALL BE HAULED FROM THE SHE THE SAME DAY, EXCEPT FOR TOPS NL TOPS ARE TO BE MULCHED AND STOCKPILED CR HAULED DIRECTLY TO IAULCHED APEAS FOR RELOCATED TREES IF SCHEDULING PERMITS. THIS SHALL DE CHIPFED AND PLACED IN THE TREE PROTECTION ZONE TO A DEPTH OF THREE (3) INCHES. ALL EXC[SS YIOOD CHIPS SHOULD BE HAULED OFF SITE AFTER MAUSPLANTI:VG IS COAU'LEM 5. ALL BURN PITS IFAPPLICABLE MUST BE APPROVED BY THE PROIECTARBORISTAND OWNER, 6. TREES TO BE REND, VED THAT HAVE BRANCHES EXTE?ICING INTO THE CANCPY OF TREES TO REMAIN MUST BE REMOVED BY QUALIFIED ISA CERTIFIED ARPARIST AIJD NOT BY DEMOLITION OR CONSTRUCTION CONTRACTORS. THE QUALIFIED ARBCRIST SHALL RULO'JE THE TREE IN A MANNER THAT CAU511 NO DAMAGE TELLS TREES AND UNDERSTORY VEGETATION TO RETAIN. >. TREES TO BE REMOVED LOCATEDWITHIN THEMSE PROTECTION ZONE SHALL BE REMOVED BY A QUALIFIED ISACERTIFIED ARBCRIST. THE TREES SHAY 1. BE LUT !NEAR GROUND L EVEL NJD THE SNAP GROUIlD OUT. L. TOPSCIL 10. CO!JTRACTORSHALLCOORDNJATEALLEARTMNORKOPERATIONSSYITHI.NIREEPROTECTIDNAREASYIITHTHEPROJECT ARBOBL T PRIOR TO BEGINNING WORK. 11. ALL TOPSOILS- BE NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL POSSESSING CHAfUCTENISTICS OF REPRESENTATIVE TOPSOIL IN THE VICINITY THAT PRODUCES HEAVY GROWTH. 12 TCPSO1. PH RANGE OF 55 TO T03-SP RE ENT ORGANIC MATERIAL IH tMUt1 FREE FROM SUBSOIL OBJECTIONAELE W EEDS LITTER SODS STIFF MATERIAL STONES MAY BE UL T O L i INCH H. DIAMETER, STUMPS, ROOTS TRASH TOXIC SUBSTANCES OR II ANY OTHER lMTERIAL WHICH MAY BE HARMFUL TO PLANT GROWTH. 13. VERIHA,!OUNT STOCKPILED IFARY AND SUPPLY ADOMCt4ALAS?EEDEDFROIINANRALLYVJELL- 114EDSITES4VHERE TOPSOR OCCURS AT I FAST FOUR (4) INCHES BEFP DO HOT OBTAIN TOPE03 FROM HOGS OR ILARSHFS, 14. PROJECT AABORIET SHALL APPROVE ALL TOPSOIL PRIOR TO PLACEMENT. %1, REPAIR OF DAMAGED TR E ES i. IF DAMAGE TO ANY TREE SHOULD OCCUR BY ACCIDENT OR NEGLIGENCE DURING THE CONSTRUCTION PERIOD, THE PROJECT ARBCRIST S- APPRAISE THE DAMAGE AND MALE RECOtt.MEIJDATIDNS TO THE OWNER FOR REPAIR BY THE CONTRACTOR X. IF AT TREE DESIGNATED TO BE SAVED IS REMOVED FROM THE BALE WITHOUT PERMISSION OF THE OW HER S RERRES ENTATNC, THE PROJECT APB ORIST SHALL APPRAISE THE TREE AND MAKE RECONIVEN DATION S TO THE OWNER FOR REPLACEII BUT BY THE CONTRACTOR. THE GO.•ITRACTOR SHALL EE RESPONSIBLE FOR REPLACEMENT OF THE TREE AND ANY FEES THAT MAY SE ASSESSED TO THE OWNER BY THE GOVERNING AGENCY. TR Z O fn LU w �I r LL z W LL U) 0 �- �: o W ® LJ \ w ® w W >Qa� w C !n G W \ W J o W o SHEET NUMBER L0.51 v r r t STORI.SIYATER PONDU\�\� \ 1 )O It f� t � Y/ETIANO CO'JSERVATION PRFA PLANT SYMBOL KEY C�y+A/N'OyP�Y{\/TREE LODE L01,11.10il NPI.tE AF FLORID1-1. RED 1.!AP1E (j\,. •hr,�j}\Y PE SIASfV PINE � ^(� os snul,:nRu cAn } OV SOUTHERN LIVE OAH N N O N Tn aAID CYPRESS �l 8 VA Y+INOEOELIl N _ UNDERSTORY TREE CODE COlAl.!ONNA- 3 IC MtIOOt! HCLLY � O O Y Y � O Q n m O 1.!C 1YAX AIYRitE a DO m O Q m SHRUBS LODE G01.11.LOtl NPf.fE Q S Y I ¢ Z. 3 - vo wnLTERs weuEu:m.a NOTE: REFER TO $HEET LIM FOR FULL PINT SCHEDULE Pl:❑CALCULATIONS. J D- Q U U) z Q W t.d.d L y E Q Q� —� VJ o J W Q® o W GRAPHIC SCALE IN FEET a 0 20 40 80 NORTH �y/ W W d O ��`n VJ Q CALL 2 WORKING DAYS BEFORE YOU DIG ®' W w J o IT'S THE LAW! Know rvhal's below. DIAL 811 O Call lwlata you dig. SHEET NUMBER SUYlSHtNE STATE ONE C<11CF FLOGIDq I'iC. L1 00 MULCH"TOPSOIL BACY.FIL ftCOTPALLAND TRUNK OT TRUNIVROOT BALL TO BE CENTERED AID TREE STABILIZATION Ill. PLUTHI LEVEL 114 PLANTING PIT, \ FERTLL NONSYSTENI 1 1 Z S 6'DU.CLEAROFOULCHATTRUNKFLARE. $ a Ai1Ntl,IUl4 !AULCI{ASSPECIFIED.YJ)IERE TREESARE PLACED 1. J SOD.ETER iRING PLAN FOR TREES SF ALLBE L OR EESENTATIV N6' BREP BY AS DIRECTED PV O'2DNERG REPft'eSEtITATIVE. 14 (�pj ® A' HIGH F`B-H, FIR!.!LY CO..PACTE➢. . TREE FROG ANCHOR SYSTELI INSTALLED PER MANUFACTURERS RECO.I.IENDATIONS. OFI!:ISHEO GRADE. (SEE GRADING PLAN) OTOP OF ROOTBALL MIN. i' RBOVE FINISHED GRADE. ® PREPARED PLANTING SOILAS SPECIFIED, O9 TOP OF ROOTSALL SHALL BE I -ABOVE FINISHED GRADE. ROOTBALL5 CREATER THAN - DIAVETER SHALL BE PLACED ON riDDt Yl OF UIIOISTURCED SO'L TO PREVENT SETTS G RCOTBALLS S ALLER THAN 2V IN ON TOTER I.V,Y EiT ON CO".1PACTED EARTH. 10 UNDISTURPEDNATVE OIL. SCARIFY BOTTOM AIJO SIDES OF PLANTING PIT. X-Imi A FINAL TREE STAKING DETAILS AND PLACELENT TO BE APPROVED BY OYDNER. T REMOVE BURLAP, WIDE MID STRAPS(A!!1'THJEG THAT COULD GIRDLE TREE OR RESTRICT ROOT GROVYTH) ON UPPER 113 OF ROOTEME, C. PAUtJBIHE TREES IN ACCORDANCE WNHANO SECTION A -no. t� TREE PLANTING L1.50 SECTI-11LAN NTS FXISTINC (C tJOTEG A. CONT HAD TOR SI-1 ASSUR E P ENCOIATION OF ALL PLAN I ING PITS PRIOR TO IJISTALLAEON, B. WHENSHRUBSAREPRUNEDINMASSES, PRUNEALLSHRUBSTO ACHIEVE UNIFORM MASS I HEIGHT. C. ALL SHRUBSANDGROUtJDCOVERSSHALLBEFLUI.!B VERTICALLY, UNLESS OTHERV'DISE DIRECTED BV' OWNERS REPRESElFANVE. OTOP OF SHRUB FOOTBALLS TO BE PLkRED 1' -`e' HIGH WITH SOIL MOUNDING UP TO THE TOP OF FOOTBALL 2O PRUNE SHRUBS AS DIRECTED BY OWM1ER S REPRESEFATIVE. O3 4'MIHI S.11FMULCH U SFECIFIED. A'HEREE 111C. ARE PLACED BJ I.INAC , MULCH SHALL BE SFREAll INACONI`:UIX.'S 6Ep. ® SOL BERNi TO HOLD WATER. TOP OF PLANING PIT TEER!.ITO BE LEVEL ACROSS HE ELOPE DO'ViNHILL PCRTIC J OF BERM AS REQUIRED TO MEET IXI TL"'6 EPADE.MULCHOVEREXPOSED TOPSOIL. OFINISHED GRACE (SEE GRADING PLAN) © PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES). ]O SCARIFY SIDES AND BOTTOM OF PINENG PF, 8O FERTILIZER TABLETS LUX 3- DEEPL O9 DEDISTURBE. NATIVE SOIL 5-� SHRUB/GROUNDCOVER PLANTING ON A SLOPE SECTION NTS ROOTRALL LIMITS OF PLANTING PIT 3X ftOOTP1J.L CILETER PI ALAI SECTION (D FINISH CRADE(SEEGRA D. PLANS). OSA -1-WITUFREPAREDPLANTING SOIL It AS SPECIFIED. O3 FILTER CLOTH, MIRAFI 500X OR BETTER. .L SLOPE BOTTOM1i TO DMIN. S AUGURED P.CLE O INF PENETRATE THROUGH OCCLUCING LAVER TO WATER TABLE OR TO A DEPTH OFT TO ASSURE. PROPER PERCOWTON. © SACKFILL NTH tit' . YV GRAVEL TO REOUIREO DEPTH THROUGH OCCLUDING LAVER TO ASSURE PROPER PFRCOIANO.TL ( WATERTABLE. (DEPTHVARIES) ( I1) UNDISTURBED NATIVE SOIL g SET ROOTBALLONORKASTUREEDSTABLE SUBSOIL SO THAT TOP OF ROOT BALL IS I'ABOVERNI HEDGRADE. NOTES'. A THIISDETAILSHALLBEI. LE.AEt4TED1VHFAE PERCOLATON RATES ARE 2 PER HOUR OR LESS. B. OCNTRACTOR TO PE FOR., PERCOLATION, TEST AS REOURiED. AND NOT1-\' O\YNERiLANDSCAPE ARCH-111 C. SEE TV PICAL TREE PLANTING DETAIL THIS SHFET /-'� FOR PLANT STAKING. a POOR DRAINAGE CONDITION SECILDI, PLAN NTS MULL WIOPB➢!L BACY,FILL FOOTBALL AN➢TRU11 TREE SiAVHILIZATIOtl 1110 FERTILIZATION SYSTEM OTRUN'NROOT PALE TO BE CERIERED AND P LULT-EVEL LN PLANTING PIT. Q6' DIA CLEAR Of MULCH AT TRUNK FLARE. O3.4' HIGH BEIT. PRETTY COA!PACTEO. OJ Nl 11MUMOF HASUATOOD EARN. MULCH AS SPECIFIED \'DHPRE TREES ARE PLACED IN SOO L'ULCH RING FOR TREES SHALT BE 6' DIAMETER (MTN.) OR AS DIRECTED BY O'NNER"S REPRESENTATNE OTREE FROG ANCHCR SYSTEM INSTALLED PER MANUFACTURERS RECOd.11SUCATIOI1 S. © 4- MIN.OF TOPSOIL TO SHIRO TO FI' ET ED GRADE -(SEE GRADING PLAN) OTOP OF ROOTBALE N11t1. 1' ABG E FINISHED GRADE. $PREPARED PLANTING SOIL PG SPECIFIED. RCOTBALLSGREATERTUL24'DIANETER SHALL BE PLACED 0 J MOUND CF U DISTURBED SOILIOPREVENTSETTI-1- ROOTBALLS STALLER THAN 24- IN DIAMPTER IJAY SIT ON COMPACTED EARTH. 1$ LlDIS1URRED MTIVE SO{l. 11 SCARIFY BOTH ON1 AND SIDES OF PLAITING PIT. 12 COTMCKSLOPETOPROVIDEAFIAT SURFACEFORPLANTN'G. NOTES'. A FINAL TREE STAKING DETAILS AND PLACENlIDITTO BE APPROVED BY OYDNER_ 0. REIN'T COULD GIRDLE I TREEO R RESTRICT 1Y ROOT _ THAT COULD GIRDLE TREE OR RESTRICT ROOT V'HOTH LN.'J. GRbY'JTIi) 01! UPPER 1I3 OF RGOT8AIL. SECTION C. PRUNEALLTREES IN ACCORDANCE WITH AID) / 1 \ TREE PLANTING ON A SLOPE LISJ / SECTION, PLAN MIN. 112 NATURE NOTES: I. CLEARZOHE'. 26'I.11N.FRO,.IBUILDII.GTOCEtTEROFNFARESTSHRUB. 2. INSTALL SPECIFIED TANLCH: 24' MIN, FROM BUILDING. SPECIFIED MULCH TO BE INSTALLEDAT A DEPTH OF 3' REST HAGS OF SHRUB/ GROUNRONTO DEAN TO FACE FRONT OFPW TING BED. O TOP OF SHRUB FOOTBALLS TO -}" '� -{' WIDTH VARIES - SEE PLANS REFER TO PLANT BE PLANTED L" -VIIGH 1'Irzt1 3 } -)- -I- SC{L!.':CUNCING UP TO TN=_TOP SCHEDULE FOR SPACING. OF FOOTBALL t t H + 1 3 MAINTAIN Cl'EZONE O2 PRUNEALL SHRUBSTO 2 4 ATAOITS1 AT BED EDGE. t-OHE BUT, it hWSENiEIGM. TI II PLAN O 3'IAUt-IFINERAS PECKED ® EXCAVATE ENTIRE BED a :� i • (- SPECIFIED FOR GROUNDCOVER BED. 4 O FINISHED GRADE(SEE SEE LATE 2, 3. 3 GRPDIiIG PLPN). _ A Jr $ PREPARE F-EIR-OLA5 SPECIFIED (SEELANOSCAFE .' IR NOTES) OTE:ITHE1l GRCUN0. '- - _ ' CO'AERSANOSHRU8SUSEDIN AARSEB EMIRESETI-BE ` " AMENDED YIHH PLANTING SCIL - 1.11. AS SFECIFIED. --' 0SCARIFY OF PEALTURG FF P IDFSANDBGTIGM, CRC'WN ISLANDS ^Ty 6.I SLOPES (OR AS SPECIFIED ON THE INDSCAPE PLANS). 4 4' HIGH 1 FIR)ALY 6 ® IYP. COMPACTTED.ED. 6 O CLEAR ZONE MWIN, FRCM BACK OF CURB TO CENTRE OF NEAREST SHRUB. CLEAR 9 UN➢1$TU11E1 NATIVE SOIL. % ZONE SHALL CO:iTAFJ 3' COtT1NV OUS MUILN OR TURF, SEE PLPfIS. 3X FOOTBALL YiTDTH IAINlI,tiNl 7 1U TABLETS (1MXT O'e'!AIN VERTICAL CLEMAUCE TOP OF CURB TO TOP OF MULCN. DERTIUZER DEEP) SECTION NOTES. NOTES: A EXCAVATE A COIFIiL-124'NEED PIT(FRM.1 TOP OF CURB) FOR ENTIRE LENGTH PIJD WIDTH OF A. CONTRACTOR EFULL ASSURE PERCOLATION OF ALLFWJTIJG PITS PFUOR TO ItSTALLATION. B ISLAND 8 ACKFILL WITH APPROVED PLANTING NIIX. B. AHEN SHRUBS ARE PRUNfDIN A4ASSES. PRUNE ALL SHRUBS TOACHIEVE UNIFORIA N'ASSI HEIGHT. B. PHOTECTANO RETAIN ALL CURBS AND BASE COMPACTED SUBGRADE TO RETAIN FOR STRUCTURAL SUPPORT OF COURSYSTEAI(TYPE C. ALL SHRUBS AND GROUNINOVERS STALL BE PLUMB VENTRALLY. UNLESS OTHERWISE DIRECTED BY OWNERS C. ALLISIA.NDS SHALL UTILIZE POOR DRAINAGE MEHL WHEN PERCOLATION HATES ARE 2'PER HOUR Rf.PRESElFATNE OR LESS. SHRUBIGROUNDCOVER PLANTING %4-""Ii PLANTED PARKING LOT ISLANDS/MEDIANS L1.1] SECTION! PLAN NTS SECTION tag 1."llI,�NV TllftE NNN.11111 E SHRUB NDTH SHRUBYJIOTH MIN. 15'CLEAR Tom- FIRE HY DRAM MIN, N, EATER, �Q SHRUI SECTION lO INSTALL CONRNUGUS MULCH BED ADIACEIT TO PARKING SPACES AS SHOliC. OuLCH SHALL BE MTN. � DEEP. DO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24' OF A PARKING SPACE ON A14Y SIDE. OCURB I PARKING LOT EDGE PLAN 1 T J FIRE V{YORANT. 2 NO ILANT EXCEEDING IT MATURE HEIGHT IAATERIAL SHALL BE PLACE. WITHIN SHOWN RADIUS OF ALL PROPOSE. OR EXIsHNG 'IRE HY.RANTS. CONTRACTOR SHALL DIUsTPWJT ,1ATERIAL SO THAT NO CONFLICTS AITH FIRE I IYDRANTS OCCUR ON SITE. O3 FTERIT OF LDEPA IIT (TOWARD CURB) b PLANTINGS ADJACENT TO BUILDINGS PARKING SPACE/CURB PLANTING %81 SHRUB PLANTING AT FIRE HYDRANT Lt SB SECTION MS SECTION NTS SECT-1111N NTS <re2TFuvrc sc i 4 Ih__SrrJr,T 1. PASEOFTHEESHALLBEPLNJTEDSLIGHTLYABOVE (( 1 ® (I -MIN.) ADLACENT FINISH GRADE. REAHOVE ALL TYDINEBSTAAFSSCUTBURLAPFROLIIDPI,30F PLAN PLAN ROOT BALL NO SYNTHETIC. BURLAP WILL BE ACCEPTED. 2. 4' SHREDDED HARp'N0001.1ULCH Oft APPROVED •! O5LAYE1E5 OF LOT -TO PROTECT EQUAL 3. DIM. BEER OF TREE FIT TO PE TWICE THE DW,<ETER /� TRUNK' L L) FIVE2'X4'X10'\Y000BATTETI, ^L, Al 'i T' OF ROOT B41Li30UG11EN 510E5 OF TREE PiT. 4. 3' HIGHSOILBEAMTOHOLDWATER. CA=OVERALL 1,U1 5. TOPSOIL I,IiX 0ACK1lLL. 1{EIGVtT (N:EASVRED TO TOP OF BUD) O Vy� 3 SECUREBATTENS WITH2-5'4'CARSON STEEL BANJOS TO HOLD PATTEtJ54N ( ��jj'' �yHti(y B. TREEWRAP. F 4-Ell. OF TOPSOIL TO BRING TO FINISHED GRADE CT=CLEARTRUNK .� PLACE.NONAIL55HALLBEDRIVENINTO PAL AL HEIGHT OF PATTENB SHME BE (SEEGRADINGPLA?IL B. ROOT BALLS GREATERTHAN 24-DIAMETER SHALL (MfASLIRED iO LCCATEp IN HELATIOJJ TO LIE HEIGHT DF BE PLACED ON MOUND OF UNDISTURBED SOIL TO SO BUD' LEAF SVIEATHS) 2 THE PALI.1 FOR ADEQUATE SPACING. O(3)-LXESUPPGETS. NAIL(DRILL AN 2 PREVENT SETTLING ROOT BALLS S/ALLER THAN 24' IN DLANAY SIT ON COMPACTED EARTH. GV'i =GRAY WOOD 3 t AIL IFNECE6SARY I TO DATTENS ADD 2' 4'STAKBE STAIN DARK BEGIVIL J 9. UNDISTURSEDSUSSED. 10, PREPARE PLAWINGSOI'_ AS SPECIFIED. (I,117-O EDTO TOP OF HARDENED 4 O3'SF£CIFIED MULCH 1 IT. Tr<eFrog. RBK4Opt FOR UP TO 4' TREE CALIPER OR Tree F(oBc RB KEOpI FORGNEATERTUAN4'ANDUP TRUNK) BERI.I SOLI. TO HCLO\'DATER. T06 TREE CALIPER. REFER TO SITEVYORK 5 7 FINISHGRAOE 2 SPECIFICATIONS FOR APPROVED N'ATERALF AND INSTALLATION R[OUIR[M£ITS. $ 4'("11PPOR.IYOLE z� 6 3 E STAKES (iYP.) NAIL t ILi SUPPORT POLES. OPREPARED PLANTING SOIL AS SPECIFIED, 4 7 (SEELANDSCAPENOIES), NOTES'. '. J A. Fi. PUREE TAKIJ,GDETMLSAIIDFLACEI,1Etli 1 TURE11 1EO 8Y015NO, c . B. AELTREE STAKING IS TOBENITHIN MULCHBED AREA OUTSIDE THEE PIT -,III III I - II _ o 1' C. CONTRACTOR SHALL ASSURE PERCOLATION OF -III I I III -III -III- $ ALL PLANTING FITS PRIOR TO INSTALLATION- SECTION 9 SECTION \�J REFER TO POOR DMIIU,GE CONDITION DETAIL. 10 PALM PLANTING =/ 11 MULTI -TRUNK TREE PLANTING SECIIOtII PLAN NTS SECTI-CLAN NTS U O O Y Y C, LO I N d ED , DO I Q aCo m S I Q Z3 Y //^/'� �./ Lu ryLli �0 �✓ G®S' R Do Z 0 ED OF N SHEET NUNIBER L1.50 s e E GENERAL LANDSCAPE SPECIFICATIONS AND NOTES SCOPE OF WORK I. THEVYORY,CONJSISTSOF;FURIIISHItIGALLABOR,I.'ATERNLS.EOUIPI.IENT,TOOLS, TRMSPORTATION,M:OM4)'0Tf1ERAPPURTENMICES NECESSARY FOR TIE COXGLETICN OF THIS PRGJECT AS SHOWN ON DIE . WINGS, AS INCLUDED IN TIE PLANT LIST. AHD AS SPECIFIED HEREIN. 2. WORK SHALL INCLUDE A•A!JJTERANCEAND WATERING OF ALL CONTRACT PLANTING AREAS UNIFECERMUAMON 0FACCEPTANCE BY THE OWNER PROTECTONI OF EXISTING ETRIGIURES 1. AL L FXISTINGBUIDINGS,WANRWNLS, PAVING .PIPING, OFFER SITE COTISTRUGTOY RLMRAtND PLANTNGN. READY COMPLETED OR ESTABLISHED AND DESIGNATED TO REN•AIN SHALL HE PROTECTED FROM OMIAGE BY THE CONTRACTOR UNLESS 0T1{ER'A JISE SPECIFIED, ALL DAMAGE RESULTING FROM NEGLIGEIJCE SHAL BE REPAIRED OR REPLACED TO THE SATISFACTION OF TIE Ol"RHEA, AT NO COST TO THE OWNER- 2. TIECONTRACTORS!1ALL B E RESPONSIBLE FOR I.A!NTAINIJIG ALL NECESSARY BLMP DEVICESACCORDING TOALL REGULATORY MPUBUYS STANDARDS THROUGH THE DUMTON OF- CONSTRUCTION ACTIVITIES. 3. THE CONTJACTO R S HALL S UIPIH A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN UN LESS THE WORK REQUIRES MOTH ING MORE TFHAJ A DIRECT APPLICATION OF FOOT DESIGN STANDARDS, tlIDEX 6H%),IF A LIRECT APPLICATION OF INDEX ECO IS PROFISSED, TI{E CONTRACTOR SHALL SUSMR IN WRITN:G A STATEMENT INDICATING THE STANDARD INDEX AND PAGE NUMBER NJD LESS THAN ID BUSINESS DAPS PRIOR TO START OF CCNSTRUCTION. WHEN A DIRECT APPLICATION OF FOOT STANDARD INDEX 600IS HOT ACCEPTABLE A PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A FLORIDA PROFESS IV. EN'CIN'EEIJ WHO R's SUCCESSFULLY CDIJPLETED ADVNIC£D TRAINING IN N'AINTEIIAIJCE OF TRAFFIC, AS DEFINED BY FDOT FDR APPROVAL BY TIE COUNTY EtJGINEERS REMESENTA IS. 4. THE CONTRACTOR S HALL BERES PdISIBLE FOR LOCATING ALL UTILITIES. WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATOR. THE INTORNATICNAND DATA SHOWNWITH RESPECTTO EXISTING UNDERGR UND FA L T N T O CI FACR OR CONTIGUOUS TO HURSITE ISACES OTTSERY AND HAS EDON .TIEfO &ELF ON DESIGN PRB)'THEOWNER OF SUCH UNDERGROUND F ORTHE SOft ACCURACY PHYSICALMPLETENSSOF OBS SUCH INIT{EFIELD.THE DATA. TANDRESIGNPROFESSIONAL SHALL JIOTBERESPONSIBLE FOR THEGANDCHNIDCO1.1PlETEN ANY AND DA A:LOLVATI0MEUNDER ROUND FACILITIES DURING RESPONSMULY THE FORREVPDFRAENTIOR HER FBEH INFORMATIONDAt AL 1 AND DATA;LOCATING"LINED LEOUIIDFACILITIESDURINGCONSTRUCTION;THESAFETY HAVING PROTECTION.THEREOF; ONTR CT AJIYDAL."AGE THERETO RESULTING OTIFTHEYAORK,THE COST OF ALL WILL BECONSIDEREDASHAVING BEEN INCLUDED IV THE CONTRACT PRICE THE CTACTOR SHALL NOTIFY ANlY AFFECTED UtTLTTY COMPANIES OR AGElILIES IN 1'rtNTING AT LEAST 40 H011R5 FRbft TO BEGINNING COASTaucncNJ. :]�YU]1S3iE]LGFi�\4YiR4lylc 4i! I. THE CONTRACTOR SHALL 6E RESPONSIBLE FOR ALL UTALL-GIZED CUTTING OR DAMAGE TO TREES ADD SHRUBS EXISTING OROTfl£RJYISE CAUSEDEYOMALESS E0UIPVElT 0FEPAT0N I.ATFRl4L. STOCKPILIIJG ETC.. THIS HALL N L E O+.IPA V 1 0. . S I C UD C CTION BY IGO ALL BE INSIDE THE DRIP -LINE MID STILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS AND OR THE UNSIGHTLY NE. NO MATERIALS RCSMALL BE TOTLE00tJ SHCTOROFTHTREES ETENTRED DOLLARS DAMAGED SO THEY ARE GINAN WAN➢.' N� - 1 E ORU ..ILHTLY SHNI BE REPLACED AT THc'COST TOTMECENT PERINCH OVEREEHUNDREDLI5300 PERCA AND AGREED LI UIESCALAAL CALIPER MJ MEASURED EASU ED SIX( l ) TWENTY 1201 PERCENT PER INCH OVER FOUR R 11GHE5 GANDER A5 FIXEDING AND AGREED ES III CALIPER DAMAGES, TW CALIPER SMALL RE OVE GROUND SIX E INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND, INCLUDING FOUR (T INCHES III CALIPER AMCAND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (i) INCHES ITT CAILPER. 2. SEE TREE DRICATON PLAN AND LOOPS, IF"PLIC"!E. D. MATERIALS I. GENERAL ?,'AMRAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL ON SITE CR AS DETEWIN'ED SY THE QNNER. UPON APPROVAL DELIVERY OF IAATERIALS RAY COI.LAIENCE. I.+ATERIAI SAMPLE SVC MULCH SEA (,)CUBIC S00T TOPSOIL NNIX ON (HCUB;G FOOT PLAINS ONE(1)OF EACH VARIETY(OR TAGGED IN NURSERY) 2. PLAT MATERIALS a. PLAINT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS, ALL NURSERY STOCK SHAM BE IN ACCORDANCE WHIN GRADESANO STANDARDS FOR NURSERY PLATES, LATESTEOPPON PUBLISHEDBYTlERORIMOEPMWEWOf AGRICULTUPENID CON SUM,ER SERVICES. ALL PLANES SHALL BE BE FLORIDA GRADE N:0.1 OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLAIT INDUSTRY. ALL PLANTS SHALL SE HEALTH\', VIGOROUS, SOUND, WELL -BRANCHED. AGO MEE OF DISEASE AND INSECTS, INSECT EGGS AND LARVA AND SHALL HAVE ADEQUATE RCOT SYSTEMS. TREES FOR PLATTING IN ROWS SHALL BE UNWORM IN SIZE AND SHAFE. AL MATERALS SHALL BE SUBJECT TO APPROVA BY THE OINJIM- 'THERE ANY REQUIREMENTS ARE OMITTED FROM THE. PLANT LIST, THE PLATS FURNISHED SHALL BE NORMAL FCR THE VARIETY. PLANTS SPILL BE FRUN ED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OR O'N HER REPRESP4TATJE. tNO SUBSTITUIOtIS SHAL BE LADE VJTI-:CUT WRITTEN PEW,IISSIQU FRO%l THE OWNER'S REPRESEtATIVE. b, MEASUREMENTS'. THE HEIGHT MID'OR WIDTH OF TREES SMALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES GITH THE PLANTS IN THEIR NORNLM POSITION, THIS MEASURELIUM SHALL \JOT INCLUDE THE I. VEDATE TERMINALGRO'MH. PLATS I. ARGER IN SIZE THAN THOSE SPECIFIED It! THE PLANE HSTEl AY BE USED IF APPROVED BY THE OWNER- IF THE USE OF LARGER PLATS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SMALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLAT, c. INSPECTION FLATSSHALL BE SUBJECT TO INSPECTIONMNDAPPROVALAT THE PLACEOFGROWTIH, OR UPON DELIVERY TO THE SITE AS DETERN NED BY THE 0W1NER. FOR CURLITV,SIZE, MID VARIETY. SUCH APPROVAL, SIfALLNOT11.'PAIRTHE RIGHT OF INSPECTIONAND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COlAELETION FOR SIZE AND CONDITION OF ROXT CALLS OR ROOTS, LATENT DEFECTS OR INJUPIES, REJECTED PLANTS SHALL BE REMOVED I.'MEDIAMLY FROIA THE SUE, NOTICE RE0LESTING INSPECTION SHALL BE SUBMITTED IN W' TING BY THE CONTRACTOR AT LEASTONE TIMES PRIOR TOANTICIPATED DATE. E SOIL MIXTURE (FLIIJTITJG MEMULI, PLAJTIJG IAIX, TOPSOR N,IXI i, CONTRACTOR SHALL TEST EXISTING SOIL AND AMEDO AS NECESSARY INALCOROANCE WITH THE GOMELINES ULM 2. SOIL NIIXTURE(PTMTIG MEDIUM FOR PLAIT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART AMID, AS CEEDNEED BELOW. CONTRACTOR TO SUB,MIT.A+'PLES AND PH TESTING RESULTS OF SOIL (MIXTURE FOR OWNER S REPRESENTATIVE AFMOVAL PRIOR TO Ft ANT INSTALLATION CPE 1MTIS COMMENLE, a.. TOPSOIL FOR USE III FREPANING SOIL MIXTURE FOR BACKHMING PLAT PITS SHALL BE FERTILE, FRIABLE, MID OF A LOMD' CHARACTER REASONABLY FREE OF SUBSOIL MAY LUMPS, BRUSH WEEPS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2' IN ANY DIRFCTOtl, MJD OTHER EXTRANEOUS OR TOXIC MATTER HARI.INL TO PLANT GRO'.YTH, H SHALL COtT III ThAFF (3) TO FIVF (5) PFRCFNT DECOMPOSED ORGMIIC NATTER A?JD LAVE A PH BETVJEE115 5 AIJD T.O. b. SAND SHALL BE COARSE, CLEAN. WELL-DRAIIIN'O, NATIVESANO. E. TREES STALL BE PLANTED IN THE EXISTING NAIVE SOL ON SITE. UNLESS DETERMINED TO BE UNSUITABLE- AT WHICH POINT THE CONTRACTOR SHALL COMPACT OWNER'S REPRESENTATNE TO DISCUSS ALTERNATE RECOA•.{.IENDAiION PRIOR TO PLAAMFI F. WATER I. WATER NECESSARY FOR PLATIJNG MJD MAINTENANCE SHAL BE OF SATISFACTORY QUALITY TO SUSTAIN MEOUATE PLAINT GROWTH AND SHALL NOT CONTAIN HARIAFUL NATURAL OR MAN-MADE ELEMENTS DETRIMEJUAL TO PLAITS. WATER MEETING THE MOVE STANDARD SHALL BE OBTAINED ON THE SITE MON.I THE OWNED W AVAILABLE, MID THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS. ETC_.. IF SUCH WATER IS NOT AVAILABLE AT THE SITE, TH,E CONITRACTOR SHALL PROVIDE SATISFACTORY WATER FROTT SOURCES OFF THE SITE AT NO ADDITIONAL COST TO TIRE OVIRM. ' \YATERINGIMIGATIOJJ RESTRICTIONS MAY APPLY -REFER TO PROPERTY'S JUFISDICTIOJULL AUTHOJITY. G. FERTILIZER CQ TRACTOR SHALL PROVIDE FERTILIZER APPLICAT IJ SCHEDULE TO OWNER, AS APPLICABLE TO SOIL PIPE, FLAT INSTALLATION TYPE, AND SITES FROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGAIIG OR OTHERWISE NATERALLYMEHIVED. FERTILIZER RESTRICTIONS MAY APPLY -REFER TO PROPERT S JUNGNCTO11A1. AUTNORIT. H. MULCH I. MULCHN"Ai ERALSIw LBEI.WISTENEDATTINETI%I£OF"PLICATIONTOPREVENTWINJDDISPJACEVEIJT,ANDAPPLIEO ATADEPTHOFtHREE (3)LNCHES. CLEARI.IULCH FROIA ACHPOtJTSCRD'WN(BASE).AIULCHSHALLBE'RORI+.IULCH EUCALYPNSI.'.ULCHi ORStNTAR SUSTNNABLY HARVESTED MULCH UNLESS SPECIFED OTHER'NISE. 2. TM VIDEAniREE(3)ItNCHIillt[%IU\1LIYER0FSPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND C0VER, MINE BED, AND TREE PIT IF MINIMUM) ALARMS UNDER THIS CONTRACT. F UG.RMANDIANILING 1, PROTECTROOTS OR ROOT BILLS OF PLAITS AT ALL TASES FROM SUN DRYING WIN05 V"IATERM'D FREEZING ASNECESSATJI UNTIL PLANING, PLANT N'ATERALS -'PALL BE ADECHATELY PACKED TO PREVENT OVAAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TELL (10) MILES OR WHICH ARE NOT PLATED WITHIN THREE HIT DAYS OF DELIVERY TO THE SITE SMALL BE SPRAYED WITH AN MTITRANSPIRANT PRODUCT ('l IILTMUF' OR EQUAL) TO IAINIMME TRANSPIRATIONAL WATER LOSS, 2. BALLED NND RURLAPPED(BIARLM40 FIELD GROWN MG) PLANTS SHALL BE DUG WITH TERM, NATURAL PALLS OF SOIL OFSUFFICIEETSIZETO ENCOJAPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS, TO PLANTS MOVED WITH A ROOT MALL SHALL BE FLNJTED IF THE BALL 15 CRACFED OR BROKEN. PLAITS SNAIL NOT BE HANJDLEDSY ST U1 G T/ TYPICAL LANDSCAPE SPECIFICATIONS (FLORIDA) 3. FLARES MARKED 'SW IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS. CAPE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT DURING MANSPORTATI0N AND PRIOR TO PLANTING, 4. PROTECTIONOFPAILIVSICNUAMGKIUM OF FRONDS SHALL BE REI.IOVED FROM THECROWU OF THE PAT TREES TO FACILITATE MOVING ADD HANDLING -CLEAR TRUNK (OTT SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED, ALLPALMS SHALL BE BRACED FER PALM PLANTING DETAIL S. EXCAVATION OF TREE PITS SMALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE MID SUBSURFACE ELEMENTS SUCH M UTILITIES OR HARDSCAPE ELENIEtUS, FOOTERS AIJD PREPARED SU&BASES. I CONTANER GROWN STOCK I. ALLCONTANSR GR05'HMATERIAL SHALL BE HEALTHY, VIGOROUS .WELL -ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD, THE F MITS SHALL HAVE TOPS WHEN ARE OF GOOD QUAINT AND ARE IN A HEALTHY GROWING CONDITION. 2. ANESTAELKHEDCBNTAINIERGROJiNPLATSHALLBETPMNSPI IffEDINITOACONTAIIJERANDCR05YNI`4THATCONTAII:fRSUFFIC[Ell11Y LING ENOUGH FISH THE NEW FIBROUS HOOLS 10 HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN INS SHAPE AEG HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONENNER GROIN STOCK SHALL NOT BE HANDLED BY THEIR STEM, _. ROOT BOUND PLANTS ARE NOTACCEPTAELE AND WILL BE REJECTED. 4. RPG='ROOTS PLUS GRO'MJER'COMPAINER PRODUCTS SHALL BE USED'WN= ESPECIFIED, K. CCLLECTEDSTOCK WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED BY THE OWNER ORO'NNE SREPRESENTATIVE,' "O R TOC THE M1 VAHIS..1SIZES OF RC0TBALLS SHALL BE EQUAL TOTHAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GR05Ytl STOCK OF E541.NE VPR rH IETY. I. HATIVE STOCK PLAITS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSMEREGNURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY RE-EST"LISfJED IN A NURSER)' ROW ACID GROYIN UY40M REGULAR NURSER\' CULTURAL PRACTICES FOR A MINIMPIA OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AN N TOP GROWTH TO INDICATE FULL RECOVER)' FROJ.I TRANSFIAI ING 'JTO THE tJURSERY V RO n I \. XIATMIMS LIST MARY TIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SMALL BE FURNISHED BY THE CONTRACTOR CLIA.NTIT)' ESTIN. ATES HAVE BEEN J,^ACE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIOIIS OR ERRORS, SHOULD A DISCREPANCY OCCUR DEW.EE14 THE PLANS AND THE PLANT LIST QUANTITY THE OWNER S REPRESEITATIVE SHALL BE NOTIFIED FOR CLARIFICATI0N PRIOR TO BIDDING ON INSTALLATION. ALL CI'AEIISICNS MID OR SIZES SPECIFIED SHALL BE THE TERIDENI ACCEPTABLE SIZE. FINE GRADING FINE GRACING UNDER THIS CONTRACT SMALL CONSIST OF FINAL FINISHED GRADIlIG CF LAW?l MG PLAITING AREAS THAT HAVE SEEN ROUGH GRADED BY OTHERS. SERVING PS SHOWN ON THE DRAWINGS SUML BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTE., THE CONTRACTOR SHALL FINE GRACE THE LAWN AIM FLARING AREAS TO BRING THE ROUGH GRACE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD ANOJOR MULCH DEPTH. CONTRACTOR SMALL FINE GRACE BY HAND A1401OR WITH ALL EOUPLIENT NECESSARY INNCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRMISP0RTING SOIL WITHIN THE SHE. ALL FLMIiIGG AREAS SHALL BE GRADED AND I.AItTARIED FOR POSITIVE DRAINAGE TO SURFACESUSSURFALE STORIA DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FRONT THE BUILDINGS. REFER TO CIVIL ENGINEERS PLAIDS FOR FINAL GRADES, IF APPLICABLEF, PLANTING PROCEDURES CLEAN NO UP BEFORE CON.I,NENCING WCRK: THE CONTRACTOR SHALL CLEAN WORK MID SURROUNDING AREAS OF ME RUBBISH CR OBJECTIONABLE LATTER DAILY, ALL MORUD. CEMENT, AID TOXIC I.ATERNL SMALL BE REMOVED FROI.! THE SURFACE OF ALL PLAT BEDS. THESE NLNEST ALS SHALL NOT BE :'NIXED WITH THE SOIL SHOULD THE CONTRACTOR FIRD SUCH SOIL CONDITI0NS BENEATH THE SOIL WHICH YIILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL NXIEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FAILURE TO W SO BEFORE PLAITING 51-fALL MAKE THE CORRECTIVE TREASURES THE RESPONSIBILITY OF THE CONTRACTOR - VERIFY LOCATIONS OFALL UTILITIES, CONDUHS, SUPPLY LINES AND CABLES, INCLUDING CUT NOT LIMITED TO ELECTRIC ,U MIIESAID TAIKSRWATER, S.ANHARY SEWER STORLTI'JATER SYSTEMS. CABLE, AND TELEPHONE. PROPERLY LEPMANI AND PROTECT EXISTNG UTILITIES, CALL SUNSHINE STATE ONE CALL OF FLORIDA.. INC. IBI H TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, SUBGRADEE AVATIOIJ: CONTRACTOR 15 RESPONSIBLE TO RELIOV E ALL EXISTING AID IMPORTED UYERDCK AND LITEROCH SUBBAS E TRW. AL ILK IMSCAPE PLANTING ANEAST TO A VIN'IVUE1 DEPTH OF 36' OR TO NATIVE SOIL. CONTRACTOR IS RESIGNS ISLE TO PAS KFILL THESE FLARING AREAS TO ROUGH FINISHED GRACE WITH CLEAN TOPSOIL FROM AN ONSITE SOURCE OR AN IMPORTED SOURCE. IF UNMOCK OR OTHER ADVERSE CONDITIONS OCCUR IN FIANTED AREAS AFTER NY DEEP EXCAVATION BY THE CONTRACTOR, MID POSITIVE DRAINAGE CAN NOT BE ACHIEVED. CONTRACTOR SMALL UTILIZE POOR DRAINAGE CONDITION EMITTING DETAIL. FURNISH FORGERY "S CERTIFICATE OF COMPLIMICE VJTH ALL REOUIREMENTS AS SPECIFIED HEREIN. INSPECT MID SELECT PLANT LATER AILS BEFORE PLAITS ARE DUG AT NURSERY OR GROWING SITE. COMPLY VATH "POCMLE FEDEPAL. STALE. COUNTY, MD LOCAL REGUTATONS GOVERINIJG LAIIDSCAPE MATERW.S AND SYORK, WNFOR!.I TO ACCEPTED HORTCULTIRAL PRACTICES AS USED IN THE TRADE. UPON ARRIVALAT THE SHE, FLAHTS SHALL BE THOROUGHLY VYATERED AND FROPERL)' MAINTAINED UNTIL PLANTED. PLAINS STORED ONISITE SHALL NOT RELAIN UNPLANTED GR APPROPRLATELY \HEALED IN FOR A PERIOD EXCEEOEG T'IEJITY-FOUR (24) HOURS. AT ALL TIMES YJORKMANUCE METHOOS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHAL BE EXERCISED. THE WORK SHALL BE COORDINATED YdTL OTHER TRAGES TO PREVENT CONFLICTS. COORDINATE PLANTING YIITH IRRIGATION WORK TO ASSURE AVAILf SHAL Y OF WATER AGO PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. ME FUVNIHG PITS SMALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD FOR NURSERY STOCK 2E0.1, UNLESS SHOWN OTTE-GCE ON THE DRAWINGS. AND BACK FILLED WITH THE PREPA TIED FLARFU NG SOIL MIXTURE AS SPECIFIED IN SECTION E TEST ALL TREE PITS WINE WATER BEFORE FINJTN'G TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE LADE FOR LOST PLANTS DUE TO IMPROPER ORA.INAGE. IF POOR DRAIMAGE EXISTS. UTILIZE -POOR DRAINAGE CONDITION' FI_PN I IG DETAIL TREES SHALL BESET PLUMB AND HELD IN POSITION CHILL THE PLANING VNOURE RAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STEGALL AL FLAJJTIIIG STALL BE PERFOWM,ED BY PERSONNEL FAMILAIJVYTH PLAITING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED TAUT -PE FOREIMN.PROPER 'JETTING ILA'SHILL REASSURED TO ELIMINAT E MR POCKETS AROUND THE RWTS.'JET STICK' OR EQUAL IS BEcoMMEIroED. 0, TAKE ALL NECESSARY PRECAUTIONS IO AVOID DAA'AGE TO BUILDINGS AIID BUILDING STRUCTURES VIRILE INSTALLING TREES. S. SOIL MIXTURE SHAL BEAS SPECIFIED III SECTION E OF THESESPECIFICATIONS, 10. TREESAJTSHFUPS SINNL BESET STRPIGIITAT AN ELEVATOR THAT, AFTER SETTLEXIENT, TIE PLAT CROWN YIILL STMMONE(1)T0 TWO (2) INCHES ABOVE GRADE. EACH PLAT SHAL BESET IN THE CENTER OF THE PIT, PLANTING SOIL MIXTURE SHALL BE BACK FILLED. THOROUGHLY TAMPED AROUND THE BALL. MID SETTLED BY WATER (AFTER TMMFING), 11. AMEND PINEA110p PWUPITSViRHECTOIIYCORRHIZALSOTLAPPLICATO.NPE.INIII FACTLIRERSREe .1.11IENDATIONLNL0THERFIAIT PITS SMALL M AMENDED WENT E.TJDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURERS RECCM' E MWTION. PROVIDE PRODUCT INFORMATION SUBMITTAL, PRIOR TO INOCULATOR, 12. FILL HOLE YJRH SOIL MIXTURE,WRING(ERTNNALSOL ISS4TORATED. TOW THIS, FILL HOLE WITH V'fATERAl.(LO'I TO SOAK VINPMUNI TWENTY (20) NII!NUTES, STIILJU'JG IF N'£CESSARY TO GET SOIL T HOROUGHLY V.ET. PACK LIGHTLY WITH FEET, ADD VORE WET SOIL L'.IATURE. W NET COVER TOP OF BALL WITH SOIL MIXTURE. ALI. UNF LAP. ROPE MITRES. BASKETS, ETC.., SMALL BE REMOVED FROM THE SIDES AND TOPS OF PALLS. BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. 13_ TREES SHALL BE PRUNED, AT THE DIRECTION OF T HE O'JVNER OR OWLEKS REPRESENTATIVE, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. AL SOFT WOOD OR SUCKER GROWTH AIM ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WER A CLEAN CUT. ALL PEENING TO BE PERFORMED BY CERTIFIED MEORICE IN ACCORDANCE WILL ARSI A. EG E SHRUBSAIIDGROUNDCOVERPLANTSSf%LLBEEVENL)' SPACED INACCORD4XEYlITH THE DRAYTYGS AND AS INDICATED ON THE PLANTLIST, IMTERALSINSTALLEDSHILLMEETtMI.N141UJM SPECIMENREGUIREI,ENTSORQUANTITIESSHOWCNPLANS,V'MICH. VERISGREATERCULTIVATE ALL PLANTING AREAS TO A MINIMUM CEFTH OF 6', REMOVE AID DISPOSE ALL UEMRIS, MIX TOP 4' THE PLAIT'IG SOIL 1NXTURE AS SPECIFIED IN SECTION E. THOROUGHLY ViAMR AL PLANTS AFTER INSTALLATION, 15. TREE GUYING AND BRACING SHAL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE FLANS TO INSURE STABILITY AND NADMAR4 TREES INNAN UPRIGHTPOSITION.IFTHECONTRACTORMIDO'!iN£ft DECIDETOVYAIVETHE TREE GUYINGANDBRACING,TfH OIVNERSINLL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PHOJECT LANDSCAPE A RCHITECT IN THE EVER UNSUPPORTED TREES "TIED UNDER THIS CONTRACT FALL AND DAVXUF PERSON OR PROPERTY. 16. ALL FLINT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINALACCEPTAICE OF GO- IF DIRECTED BY THE OWNER, T30UND-UP- SHAU SE APPLIED FOR NEED COMPROL BY QUALIFIED PERSONNEL TO ALL PLANTING ANEAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS ANO SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLATTING BEDS WITH AN "PROVED PRE£1!EROENT HERBICIDE AT N! APPLICATION PATE REG0NAMEt10ED BY TI{E 1.'M:tIFACTUHER (AS ALLOriED 8Y JURISOICTO'JA AUTJORITv) P. LAWNSOD.Ill. I. THE WORK CONSISTS OF IA\YN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN SMICTACCORDM'CE WITH THE SPECIFICATIONS AND THE AFPtEABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO TIE OWNER. 2. ALL AREAS THAT ARE IO BL SOWED SHALL BC CLEARED OF ANY ROUGH GRASSVVEEDS,ANDDEBRI$B,NANSOFASO.CUITERTOADEPTJ OF THREEINCHES, ARM THE GROUND BROUGHT TO AN EVEN GRACE. THE ENT RESURFACE SHALL BE ROLLED WHEA A ROLLER WN UNG NOT MARE TFVN ONE-HUTURED I TOR) POUNDS PER FOOT OF'AIDTH. DURING THE ROLLING, ALL DEFRES. IONS CAUSED BY SETiLEVUFF SHALL BE FILLED WITH AMETIONA SOIL- AND THE SURFACE SINLL BE REGRA.ED Al. ROLLED UNTIL PRESE tTING A SMOOTH AND EVEN FINISH TO THE REOUIRED GRADE. 3. PREPARE LOOSE BED FOUR (4)INCHES DEEP. HAND RAKE UNTIL ALL EUTAPS AND DEPRESSIONS ARE REMOVED. WET FREPARED AREA THOROUGHLY. 4. SODDING a. THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS NITHIN THE CONTRACT LIMNS, UNLESS SPECIFICALLY VOTED 0THERl'11SE. b. THESODSHALLBEC.ERTIFEDTOI.IEETFLORIDASTATEPIAtEB-.R SPECIE!CATIONS,ABSOLUTELYTlUETOVARIETALttl E,lJOFREEFROtt WEEDS, FUNGUS. INSECTS AND DISEASE OF ANY KIND. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SCUD SODDED LAWN AREA. 50D SHALL 6E LAID UNIFOWALY AGAINST THE F EDGES OFALL CURBS AND OTHER MARDSCME ELEMENTS. MED AND PLANTEDAREAS.AD IACEITTTO BUILDI`JGS, A-CCHST0NE1:PLE. STRIP STLALL BE PROVIDEDAMIAEDIATELY FOLPOYJING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOI.ARILY USED FOR SUCH, PLIPP0SES, NJD THEN THOROUGHLY IRRIGATED, IF, PI THE OPINION OF THE 0VINER, TOPMSESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS E+ETWCEN UH DPAJELSAJD TO EVEN OUT INCOJISISIENCI£S IN THE SOD, CLEAN SAND,ASAEMOVEDBY THE OWNERS REPRESELMIXTIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE CEO MID THOROUGHLY WATERED IN. FERTILIZE INSTALLED SODAS A' LOVED BY PROPERTYS JURISDICTIONAL AUTHORITY. S, ❑UMED DELNERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWUAREAS, THE SOD PANELS SMALL AT ALL TIMESBEPROTECTEOMMI EXCESSIVE DRYING MID UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAI.'AGED BY S'NEATIING OR EXCESSNE MEAT MID MOISTURE. R. _11 VAINIERANCE a. VATHINTHECOIRRACTLIAITS, THECONTRACTOR SHALL PRODUCT ADELASE., WELL EST"LISTED LAWN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR NJD RE -SODDING OF ALL ERODED. SUNY.EN OR EASE SPOTS cLARGER THAN 12-MT) CMDE CERTIFICATION OF ACCEPTANCE BY THE O'MJNERS REPRESEIUAINE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRA➢INGIF NECESSARY. ) b. CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAL'ITMNING SOD:LRWN UJTUACCEPTMJCE BY THE OWNER REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING'IRKCATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTONS ASSET FORTH BY TEE PROPERTY'S JURISDICT0IAL AUTHORITY. o. CLEANDP UPON COMPLETION OF ALL FLANTINGWORKAIO BEFORE FIN'ALACCEPTANCE THE CONTRACTOR SMALL REMOVE ALL I,A q TE CONDITION AS T. A"'D DEBRIS RESULTING FROM HIS V'JORK, ALL PAVED AREAS SMALL BE CLEAN£➢ AND THE SITE LEFT IN A NEAT NJO ACCEPTABLE CONDITION AS MPRO`JED BY THE 01'[NEKS REPRESENTAt NE. R. PLANTMATERIALEAPPEGANCE ALL PLAITS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTANED BY WATCHING COEMMATING SPRA)'NG AND AL OTHER OPERATIONS]LCERTISUCHASFACCEPTAIGOft REPAIRING GUY SUPPORTS)NECESSARY TO INSUREAHEALTHY FiIWT CONDTION BY THE CONTRACTOR UtTll CERTIFICATOI! OF AWEPTM:CE 8)' THE OYINER9 REPRESENTATIVE. S. FINALINSPECTIONANOACCEPTARCEOF WORK FINAL INSPECTION AT THE END OF THE WARRMJTY PERIOD SMALL BE ON P-DAIG, CONSTRUCTION! AIID ALL OTHER IICIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SMALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANT' (CR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR 0WNER IN IYRITBIGI BEGINNING WITH THE TARE OF REPLACEI.NENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. T. VYMRANTY 1. THE LIFEA:D SATISFACTORY CONDITION OF ALL PLANT!.1ATERAL ]INSTALLED (INCLUDING 300I BY THE LM'OSCME CONTRACTOR SHALL BE V'IMPMJTED BY THE CONTRACTOR FORA MINIMUM OF ONE (H CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTANCE BY LME 0WHIM S REPRESENTATIVE. 2. NN PLANT NOT FOUND INA HEALTHY GRO'MNI.NG CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACCD AS SOON AS'NEATfHER CONDITONS PERMIT. ALL RS£LACEI.I£NTS SHALL BE PLANTS OF TIE CAME VINO NN9 SIZE AS SPECIFIED IN TIE PLANT LIST. THEY SMALL BE FURNISHED HEMMED AND MULCHED AS SPECIFIED AT JIO AOOITIONAL COST TO THE 0WNER. 3. IN THE EVENT THE OWNER DOES NOT COME ACTVIITH THE CONTRACTOR FOR LANDSCAPE AND IRRICAMEN MAINTENANCE THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANT' PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFO W.IED BY THE -DER CONTRACTOR STAFF NOTIFY THE UNDER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLAIT GROWTH. SIDE VISES SHALL BE CONDUCTED AM.NIEUNM Of CODE J. F I I 1 PER MONTH ORA PERIOD OFTWELVE (12)!.!OtEHS FROM THE GATE Of ACCEPTANCE. N ON W K N r O Y Y Z W O N 0 US .To ~ Q m ED o Q � Z S 3 SE" SHEET NUMBER L1.51 I I I COORD?NATE/D{SCUSS PROJECTLIMNS LD 4' WITH G RERAL CO' TRACTOR TO 1 PROPERTY LICE(TYP) EIJSUREALL IRRIGATION EOUIFI.IENT IS _ W INSTALLEU 11mIIA 1 OJ=CT ANKA. _ j T:, _ epzx.�. i 1. cDIGATION NOTES o B B p dB -(" M.J'- IRRIGATION SHALL VERIFY ALL DI!.iF.tJSIOIlS,EIE'/ATI045, EQUIPMENT ollA!RR1E5, ETC. B B `'� `✓ VV LL VETNiY.. 'li a .25 GF1.1 BUae LER (TYP) -. iM L- A6EA ro RECErvEDRIPLI6E LTYFI-- - -_ I I t l i 1 ..--r1 j �B t ` g' "¢.F - ®� r t I + 1 )� _ B B 2. 00' CAPEARCfi ITECTOFANYDISCREPA":CIESINPLAIJS C JTFAGTOR SHALL NOTIFY LAUD`; -- 7 ® �.® -___- ' -aI.J .,"._ .�\� O, HALLORIPZOI;ES iOtiAVEliI '.1U1.11Y +f I ` ft C -® `( SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. SETBACK CLEAR ONE) BETWEEN UPLINE � i \� � ^.=St�� rj � � F L ® ..=- ®.-® ^�_.-._ _ _ N---__ C�+y ..__ �® �. \s.� A1.O SOD EDGE I , i f :. f \� \ + YS, 1 ��, 'r 1; r 3. THEFLANWITHOUT TTA ROR SJ VALOFTH OSUBSTITITUTIONS. DELETIONS, OR ADDITION S TO THIS e { e '$ \�., ,:Y S �r 4. ALL CONSTRUCTIONSHALLCOtJFORhITOCM,COU1m, STATE.ANDFEDERN UI "f RED IREMENTS, ITSli LBETii£RESPO4SiE1LMOFT11EIRfiiCATIOtJC011T CTORTO Ct '21 \ I Jr !y``^ 1 i ENSURETNATh LIRRIC DOt4E0 IPMENTMEETSGOVELUIitENi RECU notI S. 5 t.,l�rf t COR O TRACTOR APPROVALS. ALSO BE RESPONSIBLE FOR OBTAINING PNI'NECEc5.4RY PER1.11T5 i b i i j .- - . \ -� \ B � '• - - ..-) �._..-.. -. I...__ _ _._ _ j f • t t \ \�\ r. (} f `( 12 5. ITTHIS PLAN ATIS SCHEY BE \EJCDDUE SPRVO THENATURE F 4. CONSTRUCTION SLICHT FIELD /'j"—,^ ---- \ )�'\�`1 \`\ti \ -_/�. .r _ WlATER A AVAILABLE f if _ CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PREBSl1RE BEFORE BEGINNING .,i��-_____. V.� �B.-,.m -�,� , ; �•® '.` (®�"� _ _®ilk :®a .� ,S40Rf O`.�? �. WATER PRESSURE WLLL NOT ALLOW SYSTEM MODIFICATION TO BE POSSIBLE. a,. i 1I I t}t t 2'�+ �W `-'l\\'K�✓' r\ ), IRRIGATIONSYSTEM1ISCONNECTEDTOPOTABLE VATEASUPPLY,SHALLt VEA I { ') It+.(j W 1 { t l' ! �® ✓ r fl�� � _ ?. -. , , l^q, r \ )` � 51 ti�� k i f k 't �^ )1\ �`. ". BACKFl01Y PREVEtJTER I^ISTAI.LED. Z k ' 'f lfff((( TTi ,- f ,: f C ! t)'�3 A,, t`� \ i\S A. WHERE APFLIARLE IRRIATION HEADS ARE TO BE ADJUSTED FOR CO'.1PLETE COVERAGE Vcm5, ' I,,.j __ _ i, a®{� ., {'S"p"� `` s, ', 1 t, r 14 f AREns. ;'` 4 /' E%ISIIYGiB-11ORJ.W4ARETOBEPROIECIEDFROhIUA%"GL.PEROTTF-HOR Eft PON0T901 , .. -...- J ---- �p j" ttl„t �'t, , �i't ,,,...i ( {.� i f i+ I J �� T�/ff' EXCAVATE N1TMItJ THE CRITICAL R00TZOH£OFANY TREE t I"'�✓+''.tt j t" ( fitly I i f .. /--A( ; f / f0. ALL IRRIGATIg4 SIEEVI\G TO BE T1iE RESP045161LITY OF THE IRRIGATION CO'JTMCTOR. "'"II11 "((11EL ECMKVF AIDES FOR WFIUTION VALVES AND I RRIGATION HIVES ARE TO BE PLACED IV(.�fi SEPARATE SLEEVES. O 'r " i 7 11. IRHIGAION CONTRACTOR—L REViEWWINTERILAIION PROCEDURES FORIHFi1G.411W1 < D j r j } ,llf �j:, 1 `f (+!"'1�} ,I { �t! (7 I '� 51'STEII WTTN OWNERS REPAEBEITATIYE. N till, V !! ( m 1 1 t )`ill, 1z_ ALL PLANT ECP ilo sr wn lcintiTEo LDI: i �)�� t }( j ®ff Ij 1i1 t f ( _ - 77 t ( NGARESSHALL BE hWWALL145ATEREDSHEIGATED 1 '1 ( I,. �� y�/ /` 13, CONTRACTOR TO PROVIDE PELUANJENT BENCH>.WARKSON ALL CURD LIMES AT RELATED corTAoueRa anuJ sessoR TO BE COATED flj�j ('® r ( " fj' j t 1s j !! z j !� 7 t';rtrf , t �t f/ /"(". 1. ( OUTSIDE IN CREEN SPACE. SCREENED FROM j11 1 • , 7 1till` ((�' j (3it! t.`; t ( ib 1 SLEEVE LOCATIONS LTYPI. ` Za 1� U meEuauc vrEuv. nvolD oveRHE,w + _ f , t } f t , y; J , I�j , `B %.i ij ,,f 1 �litl OBSTRUCII-ANO OVERSPNAY ASSOCIAIEO._ --- t : �._._ � f I J//./ ,+ 11, THE IRRIGATION 51'STE!.1 SHALL BE[)f51G11EU AND INSTALLEDTO MI'IIr,W1ZE ROOT 2O Z WITH RAIN SENSOR. J j( ®j 0 r _ ' j '�LT• ),� t i :9f ! ( .' 1_I j t Il /� / DISTURBANCE i^J EXISTING 1REES {.i (' �,..-f j - ..._ s1j ,, II I ' i j /k®%j O .:* I y1l, ®( i jf 1S. IRS'-" SPRAYS ADD ROTORS ARENDT COMBINED ON THE SAIAE CONTROL VALVE 1 w zPROPOSEDCCNiftOLLERAtJDRAINSENSOR - 'SHOWN SCHEMATICALLY. CONTRACTOR TOlij(rli _,_„CIRCUIT-W.OSLPf'E REDSNlO TURF ON SEPARgTE CIRCUiTG.' IV BRIEF FINAL LOCA110N WITH DARER FEDR IjiI PROPOSED IRRIGATICN CONTROLLER- PI (t . 1 ,_ ( " `,` ( ';�t if1'l(0'` to'. MATCH PRFCIFRATION RATES WITH ANY HEADS THATARE REPLACED. U, TocONsiRucnON I oNDtnr tji"f j 7 �I ,jaII .{�11 PROVIDE ELECTRICAL FCVYERdC BFRWA PG'WYER SOURCE BET'iEENtjt' 1�'�COdTROLLEftBWATER METER NlD TO ANY }t ASSOCL4TEp APPURTEIINJCES �( .r:nsTER it PROPOSED METER B.4CKFW V/ +ft ( t � l' � i j ( ` I I BCNEI.•gND ELGlY SE1:S0R SHOYVN f f ' 4' � i VALVEATICA-LY CONTRACTOR TO jj' fI '® ' j i t i 8 VERIiI'FIJI4L LOCATION WITH O:fNERj-�` t ' IRRIGATION SCHEDULE �I PRIORTOCONSTRUCTION, !Ir t i%TI i P •.., / f t B ( f .' + COORDINATE \STTH CONTRACTOR FOR I. d I r I t l �7�1 4' :t r,' j( t f' fL 51'!_dOl ht<I:VFACi URE21.'OUEVUESCHIPiION O1V j IllSTPLLATIOtlWATION OFIRRISATIN+( (! 1 of P.j} 'r 1 OT HUNTER MP COAtIER PROS-06-PR530"CV 3 ® TURF ROTATOR. BF POP-UP WITH FACTORY INSTALLED CHECK VALVE, VALVE,PBESSUEREGULATEDT02UPEL LAPROTATORtJ MEORFRS39 it B 1 -10 - - �,� -- �8 - ®� t pDOS1ER Pll`.1P,ETC). ALL EQUIPMENT TO r• Ij� (jt j ( + ® I ( ' �°%� / 6ODY. T=TUROUOiSE ADJ ARC 4SI9S. I BELOCAEDOURIDEINGREENSPACE >1,j E_ 1 j� <,. , :^I, ram;` �li 1 ED - ,... SS-O HUR ROTATOR, STRIP POP -LB WRS30-GV 31 O N „ - ( f ® OOPSi PRESSUREREGULATED TO' FACTORYVJSTALOMSOLED PHS20VALVE, O ry� PRESSURE REGULATED TO BO PSI, MP ROTATOR NOZZLE OdI FH5B0 F \i:' p B aV �:i,^„, V ,,+ eht' .� t iP' j ''( j I f (� ffj i __. __ �' ;� ,: �„ .., �, " I I><I + !ti p / BODY.LET=NORYLEFTSTRIP, SST=BROWN SIDE STRIP, RST=COPPER W T "'/r�.w.'' - t /j i " i It'llj",..,' RIGHT STRIP Z 1 �r1 "? p(( , a( t ' t I j1 I � � �1 1 W - - �•._ 1 •H � rr£r i;' + I it �if - 1.1b�0 HU1ri ER 1."P 1000PROS-06aRS30CV 1 (Y PIPE SLEEVING (fVP) ,1 "-'=�e f ;i. i" ^IL ' t' Y' � t , �: 1 I , r j TURr RDTATOR,6'POPLPlY1TH Cf2CK l'ALVE, PRESEURE CU {t �T , ,.,� " � J f CONTRACTOR TO AVOIDINERFEPENCE WITH I It ttt'j 1 REGULATED TO]O PSI, HAP ROTATOR NOZZLE ON PR539 BODY. ALL UtID£RGROUND UTILITIES (E%ISTING (1 1,10.1AROCN ADJ ARC 90 TO 210 L=LIGHT BLUE 210 TO 210 ARC, 0-OLIVE I I s , ANO PROPO6E➢I GO4rRACTOR TO #i } ! 1 1 J- I �( � ® 369ARC 1 I COOR Sit.. W11H OTHER D15011-INES " � j jl(lf i(( 1I � a^ ® { a t J FOR LOCAT10tJ OF ALL Ex15Ti1G M'D - - jj111 ;f I f"''1 t I�!©�R HUtfTER l.1P2000 PROS-06aRS30-CV 1 Z a Q .;' 1 J A L B ✓0 B n-r,°+. ) PROPOSED UTILNIES. t j'f ij 1 ' - - 1 TOTE ROTATOR, 6'POP-UP WITH FACTORY INSTALLED CHECKVALVE (� p y y O 4 F D 3 t1 6t It ( r ' ml w _ jB��e i ( (+ J< PRESSURE REGULATED T030 PSI. TAP ROTATOR NOZZLE OtJ PRS?9 NOT AL LNECESEARYSLEEVESSHUAN.NSTALL ',r ,{�'- _ ""-. �671' 1f j r' �f +((�%/ ( ( p tJ BODY. K=BLACK ADJ ARC EA-210 G-GREEN ADJ ARC 2 IN2.`A, R=RED ��UJIN 1 \YHERE NECESSARI' AIJD COOR01'JATE \VrrH / rr j "® - i if t 1 t j1 i + j F� ( OTHER DISCIPLINES i0 AVOID CONFLICTS AND !, E"_ _ � "'� `M1• �+, j , J(fI j -. _ (:'" D' O Q m fi 1 FACILITATE THE CONSTRUCTION PROCESS. gl ( h't-V V r ! r• r, (. - - -... j !t ! '�1r? I J " B Y A HUNTERt.WP]WOPROS-0£.PRO— 16] QQl I m r qy „`r` �j f i - T t i + t " p TURF ROTATOR. 6' FOP.IIP WY FACTORY INSTALLED CHECK VALVE. = ED Q 3 V �)(�9 p JJ] PRESSURE REGULATED TO:D PSI. ME ROTATOR NOZZLE ON FRS30 Y'- I If- lj ( r y, +, t; li , jt ('3Jl Boor.R-BwdAFJARc9o-2m,Y=YPLL.N B1ARc3 1N),A=cagy On o 0 (J plttf f - _ (1y119 }[ ETLMDLQJSE.-CLINARFA jl j ' 1 r j3' - P..'i.S J/� 360 ARC. AFPROXPVATE LOCATION ilt' ((j + �+ Ott 'S t)I 1 I ,? t "-., t f I® t ..t Jl - - fj / { e ® A ❑ RAINBIRD1B00.I-FLOODYP1401 SJI t 9, ) , - I j j�- '-t� 1� t l FlXEDFLOfJ RATE(0.2-flGPIAL FULL CIRCLE BUBBLER. 112' FIAT. of r.ul :LINE PIPING fTYPT • ti (( j t 1 01 1 z Loa 1 a { e, 7 If i� a j tj j j J it( j t is _ NDN-eDTABLEFURPLEcnP. (J j to °G (( 1 sr xc� �j (J71'Ji( SYMBOL MPNUFnmuREwMOOEvos6GHIPTION oiV � �STORhWATERPOjDfI �fJ,�j �Jp j I I 1 �.j'Itj AAINe1RRECEIV BEE P ^ ICI j7f+ 'r((`�-,(�,'�`Yy/, 1 JI, Ij, _ B }jI^ AREATORECEIVEDRIPLIhE ®"'" jjjjjj( ( (I( f ( -"- i - - i( 1j jj j(( ! '� XEDCLISURFACE PRESSURE CCI•PENSATING LANDSCAPE DNRLINE. -11 5929 LF. ® i�i� j j +-�� t --- -.l ( ' J � ✓ f:+ � Ij / r 09GFH EVITTERS AT 120.ITEMINELATERALSSPACED ATI2- B t l I 6ai ]� Li 1 APART, VIITFi EMATER80FF5ET FOR TRWICUTAR PATTERN.UV '���r t c^ 1,10 ,,, }( f f tI ® RE_vsrANr. SPECIFY xF INSERT Flrn4Gs. t I t fit1(j J� _ II ( t t r (( srhaDL n1ANUEAcruREwMo➢Eu0£scalPTloN Ory ' ttl l r t r r f �j' t B �i®i jrf i - '=.� J I,"j 7� 111V1 RAW BIRUBECBRARS"U11T" j fllj j1, !� f f� 0 �ri�t ji �+ I I (� t! - j I" t' - 1' 1112' YOUtL1RLE CHLCRI!!f-RESISTAL?VA_VES F02 gECW.4'.ED 1 VIAIERAFFLJCATIDNS. ViTHSCRUBERA•ECHANISNITECHNOLOGY. ° I I l ( � ( t® 1 7 � 1 f 50 GFM BUBBLER � P) I 4 I -' / �� ?�f j t Pt1RPlE FLOW COlITROL HN.OLE AND PRE65URE REGULATOR TBM SN&o ' Lt _ - e it M,o➢uLE LB 7345 f j e f j r�1�1{l-. ElEV=96.96 I I® .� -_, ® I I e B l D j tI tr t� f r'.. +C j BF FEBco Bzsvl ur r®n ))) 1 11 ( f V ®} - - j i ) 77I ! t O D Q {{'�j_'/1 - J� t,( (f j j 1 j 1yI � REDUCED PRESSURE BACKFLOVI PREVENFER © E NEIRD ESP IEW EFLX ,15S NL1 IS I I ESPUtNS M 12 24S a1RD .�:_.T IL1i ®�, o �� ,7 t, ())� I 5, �'- S•/jj pN 'NCO{i!.1EACIAL CONTROLLER, STAINLESS STEELPEDESTAL. i�B ^.� 4 e•n B 1J FLOW SENSING.11112ESPI2U(N.EF Uc.I.t!,155-LXh:l155PED WITH (01) _ y ....... ", ..__ ,. .Y} 1 I i !�i iV ®.� �.. i L�y j ESFL%MSrit2 ., ♦. h $!♦. b % ,� Vt. ^ _®.®®.® ��'� S ®�tr 5 .�" 5 Y.`5 j 1 "1 ® t �� - RAW BIRD VRAI RC 4�.�... __ ,., ,✓ \t�it .x � .� �.. � �"., �,. Jr INCLUDES RcCENER AI:Di Rely J ` V p ®3 B '' Vim+✓ `� �-� �-� WIRE ESS RAIN SENSOR COMBO, INCLU U - \ E! 60R TRAt1G •TITER RANBIRDFS-1-P 1 1-1)- FLOW SENSOR FOR USE VYITN RAIN BIRD MAXICOl.1 SIT FCO4TR N:DESP{DCENTRALCOTROLSYSTEh'S. ELASTIC 1,1 ESTEDOFERATNGAN'I OTHFOGP1.1T01FS1 W GP IA�SEOf bOR55H0411D pE SIZED FGR FLOt'i RATHER TH4N PIPE 4IZF. WATER r,ETER i-t, 1 Q O hi ' / IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL � s Ia RIATION MAINLINE PTC ELHEOULE 40 2,026 LF. NECESSARYMODIFIATIONSREOIIIR DTOr.IEETTHESCIIEh'ATIC 150,B L.F. v�s INTENT OFTHESE PLANS FRIOR TO SUBMITTING PROPOSAL - THESE -------- PIPE SLEEVE PVC BCHEDUtE 40 PLAtJ60UF.IlE 1HEOVEftALL IA OIIT THE BYSTEAAND IT SHALL BE THE RESFONS161LITY OF THE CONTRACTOR TO ZONE LL f THE SYSTEM ACCOSELNGLY BASED OIL FLOW - PRESSURE AVAILABLE. FLOWTOTNS L. i^ ( CO tUMCTORSHALLBERESPONSIBLEFORVERIFVItJ THEFOLLO'[!WG Area I. Dnpme: d69 O W ' j ( BUTNOTLIPT-TOAVARABLE FLOW, AVAILABLE PRESSURE BvbM �r. 2'00 " 1 CONNECTION ASBEM1IBLY. CAPACDI OF THE St'STE14 TU1130A : 201.0 L 1 1 Q 11 0i.9 GPL1 GRAPHIC SCALE IN FEET ry/ 'I. I 0 20 40 80 NORTH CL O � W�/� v! Q CALL 2 WORKING DAYS ® W BEFORE YOU DIG ' UJ w Jo ITS THE LAW! gnow rvhaL's below. W o DIAL 811 Call IN,[— you dig. SHEET NUMBER 6UNS1{NE STATE IX.E GILL CF FtOHIW INC. L2.00 OFTNDHG. DETOPOFMLLCH O VALVESOXVITTHCOVER ORE QTE CONTROL VALVE. qO ID TAG OYlgTERPROOF CONIECTI.Ll OB IRCH LINEAR LEI}GTi OF WIRE, COAEO OPREGSURE REGULATING QUICK CHECK BASKET Ft TEE,. OPVC SCH FA NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL 9 PVC SCN C0 NIPPLE (2-ItlCII LENGTH, IIIDDElN AND 10 PVC SCH 40 ELL PVC SCH 40 TEE CR ELL OMAINLINE PIPE iINGH A11N1lAUU DEPTH Of 14+NCH VlASHF.O GRAVEL PVC SCH BO NIPPIE, CLOSE 14 PVC SCH 40 TEE 6 PVC SCH 4U ELL tfi PVC SCH 40 FEMALE ADAPTOR IT LATERAL PIPE O SIDE VIEN t COMMERCIAL CONTROL DRIP ZONE VALVE KIT SECTiONIPLAN NTS NDS VALVE BOX SMITH LOCKING COVER FINISH GRACE E.NTROL WIRE WITH IDEIITFICATICN TAG 'ELL -PVC SCHEDULE 40 SCH£DULEEOPVC NIPPLE TO EPRINKLF.gS ' 1 E I AIN AJN SUPPLY LIME NiAltISUPPLI'LIItE 6 GRAVEL SUMP UN'E BOTTOM OF VALVE PIT WITH LANDSCAPE FABRIC. MA111TAIN CLEAR SPACE SEW, BEN BOTTOM OF VALVE PIT ANO VALVE. DO NOT ALLOW BOX TO REST ON PIPE. (� TYPICAL CONTROL VALVE SECTION IDS I HEN Of POINT SI Oj IRRIGATION CONTROLLER O! TROLLS i (OY •NER TO SPECIFY WALL I'OUYT CR STAIN— STEEL PEDESTAL MOUNT) INSTALL PER I Af UFACNRERG RECOMYEIICATIOIIS. OUNCTION BOX O I INGS CONDUIT AND FlTi1NGS TO PO\NER SUPPLY SUPPLY WIRE OPO'YER S 0 2-INCH CONDUIT A":D FITTINGS FOR STAIh:tJ WIRES o"RES 6 TO REMPRE CONTROL VALVES NOTES: FOR EASE Of III STALLATI.N INTO A CCITRCLLE11I'/ITII MORE THAN 25 S r AIRONS, INSTALL A JUNCTION BOX AT THE CASE OF CONTROLLER AND TRAN SITICN LARGER VALVE AI:O COMP011 \MIRES FftCIA FIELD TO IB AY'IG MULTI CONDUCTOR WIRE TO BE USED 1. CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH•10 PVC CON HUT FOR BELOW! GRADE CCNOITCIIS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE .N.0 ID RESISTA.,CE OF 10 OP,M.S OR LESS _( z. `, TYPICAL CONTROLLER Ls �i ELEVATION NTS / 6 DRAIN VALVE SECTION FROM11 CONTROL VALVE VNIERE APFIiGABLEE rvrn r CONTRACTOR TO REFER TO IRRIGATICN PLAN FOR LOCATION OF C014TROLVALVES TIVAT UTILIZE MULTIPLE DRIPLINE SUPPLY CONNECTIONS IF NOT SHOWN, 114STALL 1YITHIN ADACEtITGREE A.EANUTI'IAIIIGHLYVISIULE AREA MOTE: 1. DRIP TOEING TO BE ROUTED III THE PLANT MATERIAL BED VNTH AT MAX :•UII LATERAL SPACING OF 16INCHES. 2. DRIP TUBING TO BE INSTAL LED IN A GRID PATTERN. DRIP TUEIIJG SI'A1L NOT BE INSTALLED 11J A LONG CONTINUOUS RUN. B. CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF CONTROL VALVES TRAT UTILIZE I.IU TPLE DMP l JE SUPPLY COY”" ECTO`JS (IF 5 t0"IN) lO FINISH GRADEITOP OF MULCH OVALVEEOXViPHCOVER: OFVCSCHZOTEE OPVCIATERALI-E OFfl.TCREDQRAJNVA E: OBRI(Y.11 OF2) O& 1.11111MUNIDEPTH OF 14 1NCH VfASHEU GRAVEL I _ T—_ INSTALLATION NOTES', I. ALL MAIN LINET0 BE INGTALIEC ACCORDINGAND TESTED TO MANUFACTURERSINSTALLAtION INSTRUCTIONS 2. ALL TRENCH DEPTHS AND WIDTHS SPALL BE EPG%VN ON THE TYPICALTRENCHINY:DETAILS. s TYPICAL THRUST BLOCK Lzso sECTLON NTS OTORE GRASS Oz VALVE BOX IT, OFINISH GRADE OY,' AIR RELIEF VALVE' TO RE INSTALLED AT HIGH POINTS IN DRIP ZONE Oh' X W FVC REDUCER BUSHING © EARB X FEVALE THREAD CGRNECTCR: oi.'BIMRURIDLINE T U01:`:G'. O EARB X MALE THREAD CONN ECTOR. OPVC TEE CONK ECT ED TO PVC HEADER PIPE O i. IMIM0150 EPTI Of %' WASHED GRAVEL fi BRLCR(I OF 21 �. 111TILLAIVAI TOTES 1. J ELL CCVCRETE OR BETTER IS 70LE OPEC FORT T ELOCIS. 2 FOR 45,EY 'TTTI GS VUI4LM Of 2 CLEUT FEETOF CON BETE TOVEER. B CR22 HIT N'S .IL.U.I OEOSCU T FEEtO CO'CRETE TO BE USED. FCFTEES V:\L.MOF2CU CFEETCFCO"YRETETOBEUSEO. TRUST EICCY� RECUIRED FCR PiRCAR01 MPl NUN_ 2112'A':B tAFG£R y THRUST BLOCK REINFORCEMENT u=n SFDTON NTs FIYIGHE. GRADEROP OF MULC15 E N E'GLEAR SPECIFIED PER IRRIGATION S CHEOULE SCH 40 GVIEEP B.011 1R' FLEX PYPE, LENGTH AS NEEDED —.—TEE [ A 1 AIR RELIEF VALVE IN XFS DRIP LINE �81 TYPICAL SPRAY / ROTAR HEAD SECTDN SEcnaI NTS ""'GUPPLY, LATERAL. AND Ii IIJ SUPPLY 120VOLT INCON'DUIT RJ .H G LATERAL \MIEN. CONCRETE CURB WHERE APPLICABLE ROAllY'IAY VRIVEYlAY RACE LVTEML 12tt 11N -7 — r 16 5'IY +1 iJ 12 ISJ I ;1�! F_ 1T A`.IN M1"ETAL DETECTABLE d I E TOR11111ITNG B£D MARKIRD TAPE TURF�PLMITING BED I i I NG METALLIC VISC ���--✓✓✓''' 1 O $ tAETALLIC DISC I41N. END OE SLEEVE l�—� ALL 120 VOLT IYIPI NG I It IRRIGATION SLEEVE I �, CONDUIT TO BE INSTALLED IN 10 ACCORDANCE YENTA LOCAL CODE. LNG OF SLEEVE �/ ALL PLAGTG PIPING TO DE 6NAKED tN TRFNCIIES AS GHOti N. SIIAREO SLEE`/E,TERALE & 1ANUBLE WITH 3' ALL I.'AIN ONES TO BE INSTALLED IN ACCORDANCE HEE LATERAL. & I•AINLANE O;:LY. 1.41N. WITH MANUFACTURERS VISTA, 1A 11 6PECIFIUTIONS. 11 Y,PIRG I6 SEPARATE CONDUIT. TAPE AND BUNDLE YRNING AT IO FT. INTERVALS B HEBLER IIOEZ11 AS SPECIFIED. PVC SUP-TH READ ADAPTOR. AATEN WELL AS PER PLANTER BETA L. FLVIEHEO -- II�Ililt I —11 C O j IPS FLEX HOSE \'IIH LYC FLEW GLUE AND PRIALEll 5' f LENGTI MIN. l PVC SLIPTHREAD ADAPTER PVC LATERAL LINE. NOTE: BUBBLER EW TRUNK FLARE NOT BE PLACED AT UR Z O N LU O' N jA" N O N a t] N Z Q Q E O Y Y O. N Of DO N El Q <� I m Y a IS IS 3 00 I / a TYPICAL DRIP LINE 10 TYPICAL SLEEVING 11 _ TYPICAL TRENCHING 12 TYPICAL BUBBLER SHEET NUMBER _ PLAN NTS SECTICII NTS SECTION I PLAN NTS SECTION NITS L2.50 IRRIGATION SYSTEM NOTES: 1. TIE IRRIGATION IL44NlINELAYOi1i IS OIAGRA'.1NIATIC. ANY CHANGES NNDE 111THF.OF TO FIELD C."TIRI NS OR CONTRACTOR'S EUBMRTED DESIGN SHALL BE H ACCORDAJCE`KITH THESE STANDARDS. 2. SETSPRAYHEAD-ANDROTORS I2-IN FRMI BACK OF CURB OR 24'IF PAVEMENT HASNO CURB. 3. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL NECESSARY MODIFICATIONS REQUIRED TO MEET THE SCHEA'ATIC W EJTT OF THESE PLAITS PRIOR TO SUBMITTING PROPOSAL THESE PLANS ONLINE THE OVERALL LAYOUT TH.ESYETE)AMD IT SHALL BE THE RESPONSIBILITY OFTHE CONTRACTORTO ZONETHE SYSTEIU ACCORDINGLY LASED ON FLO Y ADD PRESSURE AVAILABLE. CONTRACTOR SHALL BE RESPONSIBLE LOU VERIFYING THE FOLLO'NItIG BUT NOT LIMITED TO AVAILABLE FLOYI, AVPIIABLE PRESSURE, CON`:ECT10N ASSEV,BLY, CAPACITY OF THE SYST JI. 4. COMRACTOR TO PROVIDE NEVVAUTOMATIC CONTROLLER FOR PROPOSED SYSTEM(NO BATTERY OPERATED CONTROLLERS ALLOWEEH, GOORDINATE LOCATION V'ITH GWNER. 5. CONTRACTOR SHALL LE RESPONSIBLE FOR PROVIDINGAUTOMATICRAVISENSOR_ CCONDINATELOCATIOPJVJIOVIGER- B. IRRIGATION SHALL GOT BE COMBINED ON A SIGGLE ZOGE AND SHALL BE ZONED ACCOROIN`G TO IRRIGATION TYPE. PRECIPITATION RATE, AND THE SYSTEIAS AVAILABLE YVATER I PRESSURE. CONTRACTOR TO BUD ^T SHOP OMV':IIJGS TO CNI ER FOR REVIEW PRIOR TO INATALIATION. V. VERIFY LOCATIONS OFHLL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRDYATION SYSTEM, ALL UTILITIES AND STRUCTURES 1.LAYNOT BE SHDWN ON THESE FLATS-fANTRACTOR SHALL FIELD VERIFY. B, CON[RACTCRTOFIFL DVFRIFYAL.POI'JTOFCONNECTIONSOURCFINFORI'ATIOIIINCLUMNGPEIAI:OCPRFRIORT000`ISTRL'CTION. 9. INSTALLATION OF VVORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A NNNNER AS TO ALLOY) FOR A SPEEDY AND ORDERLY COMPLETION OF ALL YIORK ON -SUE. 10, CONT-TOR SHALL CQUFUIGATE KITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO ENSURE ALL PLANT-TERUL IS COVERED BY IwN' HEAD.TO-HEAD IRRIGATION. 11. CO!JTRACTORSHMLFROVIDE"AS-BUILT'DMYI.N'GSOFTHEFINALINSTALATIONTOOYiNERATSUBSTANTNLCOftPLETIONBEFORERECEIVItJGFfNALPAYI,IENT. 12 PRODUCTS SHALL BE AS SPECIFIED OR APPROVED EQUAL. PRF-APPRO'JED "ASUFACTURERS: I. TORO 2 HUNTER 3. RAINEiR➢ 13. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PRELUDE FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPEF-IONS OIFEPI COPIES OF THE PERMITS SHALL BE SENT TO THE O'ANERIGENERAL CONTRACTOR. WORK IIJ THE R0,Vi. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL A-CR STATE JURISDICTION. 14, LOCATE ALL IRRIGATION LINES NITIN LANDSCAPED AREAS WHENEVER POSSRI-E.-UNES UNDER PA`/CORNT VUST BE SLEEVE-STHIN SCH. 40 WE 2Y SIZE OF FIFE AND FREE OF STONES➢EFFIS.ALL VALVES SHALL BE LOCATED V6THIN LMUSCAPEDAREAE. 15. IAAINLINE SHALL NOT BE LOCATED YIITNOUT PRIOR MFROVAL OF THE ONNERS REPRESEJJTAT'!E. 16_ THE KRRIGrATION CONTRAGTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES. 17. ALL SL EEVES OIL[ D BY TFIE IRRIGATION CONTRACTOR NHFTHFR INSTALI. ED BY HIM OR NOT. SNAIL BE LOCATEDOIJ THE'AS-P,UILP ORAVY1N65.THE BEPTHBELGVI FINISH GRADF, TO THE NEAREST FOOT OF EACH ENO OFTHE SLFEVF SHALL. BE NOTED AT EACH SI. FEVF LOCATION ON THE -AS -BUILT' DRAWINGS. ALL SLEEVF5 ON PLAN FOR WALL PENETRATKTJS AND UNDER SIMIA"S SHALL BE SIZED TNNO PIPE SIZES GREATER THAN THE PIPE IT CARRIES, 10- ALL PRESSURIZED I-41-INES AND LATERALS UNDER PAVEMENT SHALL BE VYITHIN SCH. 40 PVC SLEEVES.Y-RE ELECTRIC OR HYDRAULIC-YECONTROL LINES PASS THROUGH A SLEEVE\1 RH OTHER IVA.IN OR LATERAL LINES THEY SHALL BE CONTAINED NFIFINA SEPARATE, SMALLER CONDUIT. 19. NUMBER THE TOP OF ALL VALVE BOX LIDS WITH I,IINVAU!01' HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOOATC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR I!ANNER WITH THE DESIGNATIO!J'HBV LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORAESFIDO V'INH IRRIGATION CLOCK PROGRAM DESIGNATION. 20. THE IRRIGANONCONTMGTORSHALLINSTALLACOLORCODED I.IETAL DETECTABLE%ARKINGTAFEVNHICHCLEARLY NOTES.'CAUTION: IRRIGATION LINE BURIED RFIO'i:: THE TAPE SHA.L BE INSTALLED THE FULL LENGTH OF THE IRRIGATION MAINLINE. 21, ELECTRIC SERV ICE TO THE CONTROLLER SHALL BE PROVIDED BY THE G ENERPL CORTRACTOR. 22. ALL 24 VAC WIRING FROM DECODER TO VALVE SHALL BEOF DIRECT BURIAL COPPER-E.MAXIIAUI.I LENGTH OF41RE FROM CECODERTO VALVE SHALL NOTEXCEE-00 FEET.AS FOLLOWS. CONTROLNIRES-A14 WAVION WIRES-F 14 23. ALL VALVES, SPLICES VJIFHIN CONTROL LINES, AND OUiCK COUPLERS SHALL BE LOCATED WITHIN NDS VALVE BOXES AS F OLLOV/S: -BEDTAUELLAR 1-1 T' HEAVY FILM ROX. IPURFLE COVER FOR REUSE TO BE PROVIDED -SEE APPROPRIATE). 24. ALL IRRIGATIONPEADJDRIP TUBING SHALL BE LOCATED ONE (I) FOOT FROM BACK OF CURB YiHEN NEXT TOAR-AIAY.FEAR SHALL NOT INCLUDE PP FHNG AREAS OR DRIVE AISLES), 25. HEADS, LATERALS, EMITTERS, AND VALVES ARE NOT SHONE! BUT ARE NECESSARY FOR A FULLY FLYROTIONING IRRIGATION EYSTEXt U. LOCATE ALL VALVES IN A-TING REDS VATHA I.IINWHILI OF 3- FROM RACK OF CURB OR EDGE OF PAVFA'.ENT, UNLESS 0T RNISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VAI ES CQ:I-FNG VA.INLINE TO SECTION LATERAL SHALE L BF ONE (1) PIPE SUF I ARGFR THAN VAI VE SQE. OPERF MAINLINES RUN PARALLEL TO PAVFMENT OR CURBING, TIE I."AiNLPlE SHALL BE OFFSET 2'-G' FHON1 THE ECGE OF PA`lEME1N OR CURD. 27. IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LON VYATER USE REQUIREMENTS AND OPERATED ONCFFERENT WAVERING CYCLES BUBBLER t I i S DftIPLI"E,A JO SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES.ATl.O TI.IE SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED OTJ THE SA5IE`/ALMS 28. ALL DRIP ZONES SHALL BE INSTALLED NITH A FLUSH VALVE AND MR RELIEF VALVE. IN THE EVENT THAT A DRIP ZONE WAS MORE THAN ONE HIGH ORLON POINT V.ORE THAN ONE AIR RELIEF VALVE OR FLUSH VALVE WELL BE REQUIRED FOR TI{AT ZONE. DRIMUSE SHALL PROVIDE 09 GFH ROOTERS, 12.O.0 V,TTH 12*LLNE$PACENGAT-fRIMVM. 29. ALLWIRIGG FOR COGNECTiON OF THE VALVES TO THE CONTROLLER SHALL FOLLON NRANUEACTURERS SFECIFICATIOFIS. IF REQUIRED, ALL WIRING FOR A TWO VYIRE PATH SHALL BE VVFTI REOBLUE TWISTED PAIR 14 A'.5'G. ELECTRIC CONTROL UNES FROVITHE DECODER TO THE SOLEIIOID VALVES SHALL BE MISTED PAIR IO AWG. ALL DECODERS SHALL BE GROUNDED EVERY NCLO LF.OR EVERY 10 DEVICES. ALL VYIRE SHALL BE FU WNISHED IN IIINI`AUh12500REELS AJD SPLICING SHALL BE IAINFAUZED. BURY SPLICE KIT. ALL 24 VOLT WRING SHALL BE GONE IN ACCORDANCE WITH EXISTING CODES. SPLICING SHALL BE IN VALVE BOXES OR CONTROLLERS ONLY. IRRIGATION SYSTERI CONTROL SHALL BE TWO WIRE PATH. CONTRACTOR SHERIFF FOLLUN ALL 1.'ANUFACTURER S PEOUIREMENTS FOR THIS INSTALIATION, -WEE SYSTEM SHALL GAVE 2-NAY COLIVN UDICATIONS FIELD PROGRAIL-1UTY, STATION SPECIFICATIONS AND INTEGRATED SURGE PROTECTION. 20. ALL CONTROL YGRE SHALL BE INSTALLED IN A I}' ELECTRICAL CON'OUIT. 3L SMALLEST DN'.IETER LATERAL PIPE SHALL BE 3'4% 32. IRRIGATION SYSTENI SHALL BE CAPABLE OF SUPPLYING AN AVERAGE OF T 05' OF'NATER PER WEEK VTTHIN WATERING RESTRICTONE AS AFFLIDAELE. 33. IRRIGATION SYSTEM SHALL NOT BE INSTALLED THROUGH EXISTING, OR PRESERVED PLANT COVVUNDIES. DO HOT TRENCH THROUGH EXISTING ROOT SYSTEMS OF ANY VEGETATION INTENDED TO BE PRESERVED. 34. CONTRACTOR TO IAINILUZE IRRIGATION OVERTHRQil TOIiFPE.RV10U5 AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. 35. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THE CONDITION DENOTED ON THE LANDSCAPE PLAN. 3E. IRRIGATION PIPING INSTALLED UNDER SCADS AND SIDEWALKS SHALL BE IN SCHEDULE 4D PVC ELEEVING AT 2X THE FIPE SIZE. ALL SLEEVING SHALL BE FREE OF STONES AND DEBRIS. 37. IRRIGATION SOURCE TO BE EITHER YIELL. POTABLE, OR NON POTABLE -TER. IRRIGATION CONTRACTOR TO VERIFY SOURCE PRIOR TO DESIGN. 36. PONT OF CONNECTION TO BE DETEBVINED BY O'NNER. IRRIGATION SYSTEM CONNECTIONS TO THE LOCAL JURISOICTON SERVICE SHALL COMPLY VVNH ALL APPLICABLE CODES. 39. IARIGATIgY CONNECTION 1,1AY REQUIRE BACKFLOYJ PRE'lE11TIOt{VERIFY 1N1T11 LOCAL JURISOICTIOY 40, IRRIGATION SYST ENI SHALL COI.IFLY WITH THE LOCAL JURI SDIGTION IAND DEVELOPMENT C ODE. 1 TYPICAL SCHEMATIC IRRIGATION NOTES AN U = Y Y w O N ED 'o I N D o I Q 1. Qm I BY I� w w 7 Z y ((TY n (n i® 5j' of w 0� W w > Q 0- �`wn a o VJ w�/ Lt_ W ELI w J 0 W 0 SHEET NUMBER L2.51 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 APRIL 30, 2019 3 beds 1 '2 baths 12 car garage ( 1,349 living sq. ft. This plan is based on current development plans which are subject to change without notice. No guarantee is made that proposed features will be constructed or that, if constructed, the number, type, size and location will be as depicted on this plan. Access to and rights to use certain areas may be restricted. CRC 1330351 & CGC 1520474 APRIL 30, 201 10 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 MARCH 5, 2019 3 beds 1 2 baths j 2 car garage [ 1,512 living sq. ft. OPT. KITCHEN This plan is based on current development plans which are subject to change without notice. No guarantee is made that proposed features will be constructed or that, if constructed, the number, type, size and location will be as depicted on this plan. Access to and rights to use certain areas may be restricted. CRC 1330351 & CGC 1520474 MARCH S, 2019 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 JULY 17, 2019 4 beds 1 2 5 baths 1 2 car garage 1 1,730 living sq. ft. 111M• E COVERED LANAI I 13'4 X S' I 9'4 CLG i I i - # ow i a,_11_I 1 WH i OPT1 REF OPT. ' 2 CAR GARAGE DOOR 198X204 9'4 CLG !1 ____ _ _- t I I L I 1 i` ENTRY 11'4 CLG Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 Juty 17, 2019 4 beds 1 2.5 baths 1 2 car garage j 1,730 living sq. ft. o + Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 Juw 17, 2019 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 OCTOBER 15, 2018 4 beds j 2.5 baths 1 2 car garage 1 2,087 living sq. ft. --------------- t 1 COVERED LANAI 1 12' X 10` 1 9'4 CLG I I I i �20' yyH 7 0) PWDR n 'n 9'4CLG FOYER 4 CLG il'J1 OPT, DOOR 2 CAR LYJ GARAGE 18' X 20' 9'4 CLG ENTRY r'-------------------- 1 -+ 1 11'4CLG 1 -------- Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 O CTO B E R. 2018 4 beds j 2.5 baths l 2 car garage 1 2,087 living sq. ft. 1 -1 BEDROOM 4 12' X 10 1 9' CL G 1 1 1 i F----------- 1 1 1 -1 1 1 � 1 1 1 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 OCTORER, 2018 OPT. MASTER BATH OPT. LOFT OPT. BEDROOM 5 / BATH Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 OCTMER 15, 2018 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 JUt_Y 11, 2019 4 beds 1 2.5 baths I Loft 1 2 car garage 1 2,078living sq. ft. mffi�l=* Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the henries as built and subject to change without notice. CRC 1330351 & CGC 1520474 JULY 11, 2019 4 beds 1 2.5 baths I Loft 12 car garage 1 2,078 living sq. ft. l / I t I I i I 1 i I r � 4 I � I 1 ____._-___.______.____ I Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 Jut-Y 11, 2019 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 NOVEMBER 16, 2018 4 beds [ 3 baths I Loft 1 2 car garage 1 2,107 living sq. ft. ' it OPT MASTER BATH OPT KITCHEN Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 NOVEMBER 16, 2018 4 beds 1 3 baths I Loft 1 2 car garage 12,107'living sq. ft. t t i i BEDROOM 5 PTUG XI-r==` i L:` I A OPT BEDROOM 5 r I 1 t --,--J I i Y I t 1 ______JI Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 NOVEMBER 16, 2018 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 MAY 1, 2019 4 beds 6 3 baths I Loft 1 2 car garage 1 2,413 living sq. ft. � � s OPT. OFFICE Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 MAY 1, 2019 4 beds 13 baths I Loft 12 car garage [ 2,413 living sq. ft. OPT. MASTER BATH { � N Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 MAY 1, 2019 IPPictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 J U [_Y 6, 2018 4 beds 1 3 baths I Office I Loft 1 2 car garage ( 2,402 living sq. ft. DOOR Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 J U LY 6, 2018 4 beds [ 3 baths I Office I Loft 12 car garage 1 2,402 living sq. ft. MASTER BATH OPTION Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 U LY 6, 2018 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 DULY 6, 2018 beds 1 3.5 baths I Loft 12 car garage 1 2,637 living sq. ft. OPT. MASTER BATH NEXISMUSTOW v--- 1 COVERED LANAI 12'X 14' 9'4 CLG 1 1 1 r 1 1 —__ WH 2.CAR FOYER GARAGE e2n -W4 CLG 9'4 CLG UP ': 1 1 r 1 1 t r 1 i 1 r ENTRY 1 9A CLG L----_--_ Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 U LY 6, 2018 5 beds l 3.5 baths I Loft 1 2 car garage 1 2,637 living sq. ft. 5 0I OPT. BEDROOM 6 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 ) u t_Y 6, 2018 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 )UtY6, 2018 5 beds 1 4.5 baths (`Bonus Room 12 car garage 1 2,718 living sq. ft. �i - i 1 • DOOR Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 j u w 6, 2018 beds 1 4.5 baths I 'Bonus Room 12 car garage 1 2,718 living sq. ft. M Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 j u t_Y 6, 2018 OPT. SITTING ROOM OPT. MASTER BATH Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 Juty 6, 2018 Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 OCTOBER 15, 2018 5 beds 1 4.5 baths I Deft 1 2 car garage 1 2,798 living sq. ft. OPT MASTER BATH • ------------ I COVERED LANAI 1Q' X.15A 9'4 CLG 1 1 1 DINING 15 X 14' 1 /-- Y= - 9ACLG 1 DII'I r DPr. TTR PWO �� 7 `P`1 __�.- -m --PAN . 1 1 r ` FOYER 19'B UG:. 2GAR 1 o GARAGE i DOOR 18' X 21, 1 P 9'ACLG. -_ I r-------------------- I ENTRY l i 11'4 �LG. 1 1 f 1 1 1 i Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 OCTOBER 15, 2018 5 beds 14.5 baths I Loft 12 car garage 1 2,798 living sq. ft. O r •0 ------------------------------------- -, r Pictures, photographs, colors, features, and sizes are for illustration purposes only and will vary from the homes as built and subject to change without notice. CRC 1330351 & CGC 1520474 OCTOBER 15. 2018 Boca A Siding Boca B Siding Boca C Siding Hampton A Siding Hampton B Siding Hampton C Siding Margatell A Siding Margatell B Siding Margatell C Siding Pembroke A Siding Pembroke B Siding Pembroke C Siding Pensacola A Siding Pensacola B Siding Pensacola C Siding Waltonll A Siding Waltonll B Siding Waltonll C Siding Wellington A Siding Wellington B Siding Wellington C Siding