Loading...
HomeMy WebLinkAbout37900 14 AveCONSULTANTS CIVIL ENGINEER COASTAL DESIGN CONSULTANTS, INC. 7026 LITTLE ROAD NEW PORT RICHEY, FLORIDA 34654 (727) 849-8010 EMAIL: INFO@COASTALDESIGNCONSULTANTS:COM SURVEYOR D.C.JOHNSON AND ASSOCIATES, INC 11911 SOUTH CURLEY STREET SAN ANTONIO, FL 33576 PHONE: (352) 588-2768 EMAIL: ANDYGETZ@DCJOHNSON.COM WETLANDS: FLATWOODS CONSULTING GROUP, INC 8306 LAUREL FAIR CIRCLE, SUITE 120 TAMPA, FLORIDA 33610 PHONE: (813) 600-5747 EMAIL: GEOTECHNICAL: TIERRA, INC 7351 TEMPLE TERRACE HIGHWAY TAMPA, FLORIDA 33637 -5705 PHONE: (813) 989-1354 EMAIL: UTILITY SUPPLIERS BC1785 DUFFY MCCLELLAND 352-527-2189 CHARTER COMMUNICATIONS 2850 S. LECANTO HIGHWAY LECANTO, FL 34461 GT1722 TONI CANNON 813-875-1014 FRONTIER COMMUNICATIONS 3712 W WALNUT ST TAMPA, FL 33607 CZ1084 BRUCE SELLARS 813-780-0000 EXT: 3567 CITY OF ZEPHYRHILLS 39825 ALSTON AVE ZEPHYRHILLS, FL 33542 FLW941 HENRY KLOBUCAR 406-496-6510 ZAYO GROUPIFORMERLY LIGHTWAVE, LLC 130 N MAIN ST BUTTE, MT 59701 FPC314 DUKE'S CUSTOMER SERVICE CENTER 407-629-1010 DUKE ENERGY 1150 GREENWOOD BLVD LAKE MARY, FL 32746 GT1722 TONI CANNON 813-875-1014 FRONTIER COMMUTATIONS 3712 W WALNUT ST TAMPA, FL 33607 PAS817 VENKAT VATTIKUTI 727-847-8139PASCO COUNTY TRAFFIC OPERATIONS DIVISION 7536 STATE STREET ROOM 124 NEW PORT RICHEY, FL 34654 PGSTAM JOAN DOMNING 813-275-3783 TECO PEOPLES GAS - TAMPA 8416 PALM RIVER RD TAMPA, FL 33619 SL1086 CHARLIE CROFT 251-214-7059 UNITI FIBER LLC 107 ST FRACIS ST, SUITE 1800 MOBILE, AL 36602 a THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF COASTAL DESIGN CONSULTANTS, INC., (CDC) AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM CDC. DESCRIPTION; (per Official Records Book 8387, Page 364): All of Tracts 38. 39, 40, 41 and 42, ZEPHYRHILLS COLONY COMPANY LANDS, as per plat thereof recorded in Plat Book 1, Page 55, in Section 10„ Township 26 South, Range 21 East, Pasco County, Florida; LESS the South 522.50 feet of the West 500.50 feet thereof; AND LESS that portion in WEDGEWOOD MANOR, PHASE I AND II. AS RECORDED IN Plat Book 27, Pages 11-14, Public Records of Pasco County, Florida. AND LESS ACCESS PARCEL DESCRIBED AS: A portion of Tract 41 of the ZEPHYRHILLS COLONY COMPANY LANDS, as shown on the plat recorded in Plat Book 1, Page 55 in Section 10, Township 26 South, Range 21 East, Pasco County, Florida, being more particularly described as f ollows: COMMENCE at the Southeasterly corner of Lot 111, of WEDGEWOOD MANOR, PHASE I & 1I, as shown on the plat recorded in Plat Book 27, Page 11 through 14 of said Public Records for a POINT OF BEGINNING; thence along the Southerly boundary line of said WEDGEWOOD MANOR, the following three (3) courses and distances: (1) N.53Q22'51"E., a distance of 45.43 feet; (2) N. 00°10'17" E., a distance of 58.44 feet; (3) S. 89°45'00" E., a distance of 70.49 feet, to the Westerly boundary line of the parcel described in Official Records Book 3563, Page 582, of said Public Records; thence along said Westerly boundary line N.00°19'41" E., a distance of 24.97 feet, to the POINT OF BEGINNING. AGENCY APPROVALS REVISIONS AGENCY PERMIT TYPE DATE SUBM. DATE APP, PERMIT NO. EXP. DATE Designed By: G.B.W. I Drawn By: MPC DATE REV. BY REV. NO. REVISION 02-01-2024 G.W. 1 ERP No 2 SITE CONSTRUCTION PLAN AND STORMWATER MANAGEMENT PLAN FOR WEST ZEPHYRHILLS ELEMENTARY SCHOOL ---------------------------------------- Pasco PIN: 10 26 21 0010 03400 0000 10 26 21 0010 03800 0000 OWNER/DEVELOPER: DISTRICT SCHOOL BOARD OF PASCO COUNTY PLANNING DEPARTMENT 11815 TREE BREEZE DRIVE NEW PORT RICHEY, FLORIDA 34654 z 0 W q 91 1 V: 4 :0 Z A XV BY: DESIGN CONSULTANTS 7026 LITTLE ROAD NEW PORT RICHEY, FL 34654 PH: 727-849-8010 FAX: 727-849-8020 C. A. # 00009572 INFO@COASTALDESIGNCONSULTANTS.COM PROJECT NUMBER: 23037 DATE: SEPTEMBER, 2023 ALLWAYS CALL 811 TWO FULL BUSINESS DAYS BEFORE YOU DIG I uj t t t f C04t-tf 01� fa� �1rs AA& LOCATION MAP SHEET INDEX C0.0 COVER SHEET C1.0 GENERAL NOTES C2.0-C2.1 DEMOLITION PLAN C3.0 PRELIMINARY SITE PLAN C4.0-C4.2 HORIZONTAL CONTROL PLAN C5.0-05.4 PAVING, GRADING, AND DRAINAGE PLAN C6.0 UTILITY PLAN C6.1 FIRE SERVICE PLAN C7.0-C7.6 SITE DETAILS C8.0-C8.1 UTILITY DETAILS C9.0 PRE -DEVELOPMENT DRAINAGE PLAN C9.1 POST -DEVELOPMENT DRAINAGE PLAN D1 STORM WATER POLLUTION PREVENTION PLAN D2 STORM WATER POLLUTION PREVENTION NOTES 90% CD PROGRESS SET ENGINEER: GREGORY B. WEGENER, P.E. PROFESSIONAL ENGINEER FLORIDA REGISTRATION NO.54876 04/04/24 ory B. W ge i er B. APR 1 0 2024 ��6 �X, No- 154876 $a$ FL P.E. NO. 548 6 R L"b STATE Or- 0 er ORIC r ®OA m, a I1IIIIi• r - l ,,' ` k i T i i' ' s ,11 - r� - .� .� i f, f t f f'? q , ,r _€ . �,. �' 1 i 4Y -T �Y, Y � �� , s a.. 1 _� s�,.�i•,.r "h , f� t l S ,� � s s <� r' i S . - , �" ... �.-- . w '' /i - 9 i ,-, -- j. , fl. .� , '' T, i A i' air 3 _,, 4 ,� iI �' t�� r ":-: ;; � ,� "`tea r w € r z ���; T , , ! { _, � k,. ., .k. ...�.. f � -t y, ' t om .; it it i r , , i z - Rar�.fF €�. t =��� �» �� r f cf�r i,. r i - .s�� . �r ' r �' TECHNICAL SPECIFICATIONS ALL SITE AND UTILITY WORK PERFORMED ON THIS PROJECT SHALL BE GOVERNED BY APPLICABLE PROVISIONS OF PASCO COUNTY AND THE PASCO COUNTY UTIL►TYDEPARTMENT, THE PROJECT SHALL BE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED CONSTRUCTION DRAWINGS & SPECIFICATIONS DESCRIBED HEREIN. AND WITH THE MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION, AND MAINTENANCE OF STREETS AND HIGHWAYS, STATE OF FLORIDA. IN THE EVENT THAT ANY ITEM IS NOT ADDRESSED IN THESE PLANS OR THE SPECIFICATIONS, THEN THE APPLICABLE PROVISIONS OF THE "FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", CURRENT EDITION AND SUPPLEMENTS THERETO SHALL APPLY, EXCEPT AS OTHERWISE SPECIFICALLYAPPROVED BY THE OWNER AND / OR THE ENGINEER OF RECORD. THE FOLLOWING ARE INCORPORATED HEREIN BY REFERENCE: 1. PASCO COUNTY ENGINEERING SERVICES DEPARTMENT FOR CONSTRUCTION OF ROADS, STORM DRAINAGE AND UTILITIES. 2. PASCO COUNTY UTILITY DEPARTMENT STANDARDS FOR DESIGN AND CONSTRUCTION OF WATER, WASTEWATER AND RECLAIMED WATER FACILITIES. 3. FLORIDA DEPARTMENT OF TRANSPORTATION "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" 2018 4, FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" 2016 5. FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY AND TRAFFIC DESIGN STANDARDS" 2022-2023 6. FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)" 2009 GENERAL CONSTRUCTION NOTES 1. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), NATIONAL GEODETIC SURVEY BENCHMARKS "Z 662", AND "A 663", LOCATED IN ZEPHYRHILLS, FLORIDA. "Z 662" PUBLISHED ELEVATION = 92.16' (NAVD88). "A 663" PUBLISHED ELEVATION = 83.76' (NAVD88). SUBJECT PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" & "AE" BASE FLOOD ELEVATION(S) 81.1 % 82.2', 82.8' 8ACCORDING TO FEMA FLOOD INSURANCE RATE MAP PANEL NO. 12101C0452F, DATED 9/2612014. 2. CONTRACTOR IS TO REFERENCE AND INCLUDE ALL RECOMMENDATIONS INCLUDED WITHIN, THE PROJECT GEOTECHNICAL REPORT AS PROVIDED BY TIERRA DATED SEPTEMBER 27, 2023. 3. 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 CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK, PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE NT T R T CO RAC O SHALL NO IFY THE OWNER'S EN INEER F ANY CONFLI T R G O C SO DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES, WHETHER OR NOT SHOWN, ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ACTUAL FIELD LOCATIONS FROM THE RESPECTIVE UTILITY COMPANY 48 HOURS BEFORE BEGINNING WORK. SUNSHINE STATE NE ALL -------- 1- -432-477 O C 800 � 6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 8. EARTHWORK CONSTRUCTION: A. ALL EARTHWORK CONSTRUCTION SHALL BE PAID FOR BY LUMP SUM. B. ALL FILL SUITABLE FOR CONSTRUCTION EITHER REQUIRED OR IN EXCESS TO THE PROJECT IS THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF EXCESS FILL. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 10. AT LEAST FIVE (5) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY A.A.S.H.T.O. T-99. 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14. ALL DISTURBED AREAS ARE TO BE SODDED TO FDOT STANDARDS UNLESS OTHERWISE NOTED. AREAS CALLED OUT IN THE PLANS TO BE SEEDED AND MULCHED, THE FOLLOWING SHALL APPLY: A. ALL AREAS WITH SLOPES EQUAL TO OR GREATER THAN 4:1 OR WITHIN 2' OF ANY PAVEMENT OR CURB SHALL BE SODDED. ALL SODDED SLOPES STEEPER THAN 4:1 SHALL BE INSTALLED WITH SOD PEGS. B. ALL AREAS WITHIN 5' OF ANY DRAINAGE STRUCTURE OR WITHIN CITY, COUNTY AND/OR FDOT R.O.W. SHALL BE SODDED. ALL SODDED AND SEEDED / MULCHED AREAS SHALL BE MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD. ANY WASHOUTS, REGRADING, RESEEDING AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 15. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS N IE THE EN INEER OF RECORD AND THE OWNER. COMPLETED AND ACCEPTED BY REGULATORY AGE C S, G , 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 17. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AT ALL TIMES TO CONTROL FUGITIVE DUST FROM THE CONSTRUCTION SITE. THE CONTRACTOR IS ADVISED THAT THE USE OF A WATER TRUCK OR TRAILER MAY BE REQUIRED FOR THE PURPOSE OF KEEPING THE SOIL MOIST TO CONTROL FUGITIVE DUST. w 18. IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF HISTORIC RESOURCES, INCLUDING BUT NOT a LIMITED TO ABORIGINAL OR HISTORIC POTTERY, PREHISTORIC STONE TOOLS, BONE OR SHELL TOOLS, 9 HISTORIC TRASH PITS, OR HISTORIC BUILDING FOUNDATIONS, ARE DISCOVERED, WORK SHALL COME TO N AN IMMEDIATE STOP AND THE FLORIDA DEPARTMENT OF HISTORICAL RESOURCES (STATE HISTORIC PRESERVATION OFFICER) AND THE LOCAL GOVERNING CITY AND/OR COUNTY DEPARTMENT SHALL BE � NOTIFIED WITHIN TWO WORKING DAYS OF THE RESOURCES FOUND ON SITE. a 19. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE a RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY O.S.H.A IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 20. ALL REQUIRED TEST REPORTS SHALL BE SUPPLIED BY CONTRACTOR UNLESS OTHERWISE DIRECTED BY a, THE OWNER OR ENGINEER OF RECORD. THE TESTING COMPANY SHALL SUPPLY THE ENGINEER WITH A COPY OF ALL COMPACTION TESTS AND ASPHALT TESTING RESULTS. THE TESTING COMPANY SHALL CERTIFY TO THE ENGINEER OF RECORD, IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY M THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.O.T.), FOR THE IMPROVEMENTS AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN o SATISFIED. 0 21. IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE OF STATE OR FEDERALLY PROTECTED PLANT AND/OR ANIMAL SPECIES IS D►SCOVERED, NEW PORT RICHEY AND APPLICABLE 3 AGENCIES SHALL BE NOTIFIED WITHIN TWO WORKING DAYS OF THE PLANT AND/OR ANIMAL SPECIES (5 FOUND ON THE SITE. ALL WORK IN THE AFFECTED AREA SHALL COME TO AN IMMEDIATE STOP UNTIL ALL N PERTINENT PERMITS HAVE BEEN OBTAINED, AGENCY WRITTEN AUTHORIZATION TO COMMENCE ACTIVITIES HAS BEEN GIVEN, OR UNLESS COMPLIANCE WITH STATE AND FEDERAL GUIDELINES CAN BE , DEMONSTRATED. PAVING, GRADING & DRAINAGE NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DE -WATERING ALL BE USED AS RE UIRED. SH Q 2. THE CONTRACTOR(S) PERFORMING TRENCH EXCAVATION ON THIS CONTRACT, IN EXCESS OF FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 CODE OF FEDERAL REGULATIONS (C.F.R.), SECTION 1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR PDATE TO THESE STANDARDS A ADOPTED BY THE DEPARTMENT OF LABOR AND U S S EMPLOYMENT SECURITY (DLES). 3. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 4. THE CONTRACTOR IS TO PROVIDE A 1/2"" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 5. ALL PAVEMENT MARKINGS SHALL BE MADE WITH THERMOPLASTIC, EXCEPT PARKING STALL DELINEATIONS, WHICH MAY BE TRAFFIC RATED PAINT. PARKING STALL DELINEATION SHALL BE 6" MIN. WIDTH. 6. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (A.S.T.M. C-76) UNLESS OTHERWISE NOTED ON PLANS. 7. P.V.C. STORM PIPE, 12" AND SMALLER SHALL CONFORM TO A.W.W.A. C-900, CLASS 150 STANDARDS UNLESS OTHERWISE NOTED. 8. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES. PIPE LENGTHS SHOWN, WHERE MITERED END SECTION OF PIPE, SHALL BE INCLUDED IN THE UNIT COST OF THE MITERED END. 9. ALL DIMENSIONS SHOWN WHERE CURB IS APPLICABLE ARE TO THE EDGE OF PAVEMENT. 10. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC DATED FOR H-20 LOADINGS. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS AND SODDED AND / OR SEED / MULCH IN ACCORDANCE TO THE PLANS. 12. SOD SHALL BE STAKED AS NECESSARY TO PREVENT DISPLACEMENT. 13. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS AND LOCATIONS OF ALL STORMWATER FACILITIES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM. 14. ALL DRAINAGE PIPE SHALL BE CUT FLUSH WITH THE INTERIOR WALLS OF EACH DRAINAGE STRUCTURE AND GROUTED TO A SMOOTH FINISH. PAVING, GRADING & DRAINAGE TESTING & INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE AN INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE TESTING COMPANY. UPON COMPLETION OF THE WORK, THE TESTING COMPANY MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT TESTING REQUIREMENTS HAVE BEEN MET. CLEARING AND GRUBBING NOTES 1. CLEARING AND GRUBBING FOR PURPOSES OF THE PROJECT DESCRIBED HEREIN SHALL BE IN ACCORDANCE WITH SECTION 110 OF THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION." LATEST VERSION 2. ALL VEGETATION, STRUCTURES, MATERIALS DEBRIS AND FILL UNSUITABLE FOR CONSTRUCTION AND OF NO SALVAGE VALUE TO THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF BY THE CONTRACTOR. 3. EXISTING PAVEMENT SHALL BE REMOVED AND DISPOSED OF BY CONTRACTOR AT THEIR EXPENSE. THE CONTRACTOR MAY (AT HIS OPTION) USE EXISTING LIMEROCK BASE MATERIAL AS A STABILIZING ADDIT►VE TO THE SUBBASE. AT NO TIME WILL EXISTING BASE MATERIAL BE INCORPORATED WITHIN THE NEW BASE. 4. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 5. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE REMOVED FROM THE SITE OR AS OTHERWISE DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 6. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, AS NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SODDED FOLLOWING CONSTRUCTION. 7. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER UNLESS OTHERWISE DIRECTED BY THE OWNER. 8. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 9. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 11. NO ON -SITE BURNING SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE LOCAL FIRE MARSHALL. EROSION CONTROL NOTES 1. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 2. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 3. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS AND EXISTING WETLANDS. IN ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. DEWATERING PLAN / NOTES THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING GUIDELINES WHEN CONSTRUCTION ACTIVITIES REQUIRE DEWATERING: 1. DEWATERING ACTIVITIES SHALL BE CONTAINED WITHIN THE PROJECT AREA AND SHALL BE IN CONFORMANCE WITH THE LATEST NPDES CRITERIA.. 2. THE PROPOSED DRAINAGE RETENTION AREAS CAN BE USED AS TEMPORARY SETTLING AREAS FOR DEWATERING ACTIVITIES. THE PROPOSED DRAINAGE RETENTION AREA(S) SHALL BE CONSTRUCTED TO A SUFFICIENT SIZE AND DEPTH TO RECEIVE WATER FROM DEWATERING ACTIVITIES. IF AT ANY TIME STAGING OF WATER WITHIN THE RETENTION AREA APPROACHES 6-INCHES OF THE PROPOSED POND TOP -OF -BANK, DEWATERING ACTIVITIES SHALL STOP UNTIL THE RETENTION VOLUME HAS RECOVERED. 3. SHEET PILE WALLS, SLURRY WALLS, OR OTHER MEANS OF LIMITING THE EXTENT OF THE WATER TABLE DRAWDOWN, BEYOND THE PROJECT AREA, SHALL BE IMPLEMENTED. 4. WATER DISCHARGE FROM SETTLING AREAS SHALL BE CLEAN AND FREE OF ANY SILT. SILT BARRIERS (I.E. SILT FENCE, HAY BALES, ROCK BAGS OR ANY COMBINATION NECESSARY TO REMOVE SEDIMENTS PRIOR TO DISCHARGE) SHALL BE INSTALLED AND MAINTAINED UNTIL ALL DEWATERING ACTIVITIES ARE COMPLETE. 5. AT NO TIME SHALL DISCHARGE FROM THE DEWATERING ACTIVITIES BE DIRECTED IN A MANNER THAT WOULD IMPACT AN EXISTING WETLAND, LAKE OR RIVER. 6. DEWATERING ACTIVITIES SHALL BE LIMITED TO TIME PERIODS THAT CONSTRUCTION ACTIVITIES REQUIRED DEWATERING. ALL IMPLEMENTED DEWATERING INFRASTRUCTURE, EQUIPMENT, ETC. SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION. GENERAL UTILITY NOTES NO CONNECTION TO THE EXISTING UTILITY LINES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE LOCAL GOVERNING UTILITY DEPARTMENT. 1. ALL AREAS DISTURBED BY THIS CONSTRUCTION SHALL BE SODDED WITH BAHIA AND / OR MATCH EXISTING GRASS TYPE. ALL UTILITY LINES SHALL HAVE AN "EARLY WARNING" PROTECTION TAPE INSTALLED CONTINUOUSLY ALONG THE PIPE ALIGNMENT. IN THE CASE OF GRAVITY SEWERS, THE TAPE SHALL BE SECURED TO EACH MANHOLE. THE PROTECTION TAPE SHALL BE INSTALLED DURING BACK FILLING 12" BELOW FINAL GRADE DIRECTLY OVER THE PIPE. THE TAPE SHALL HAVE A METALLIC DETECTABLE STRIP SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE, 2" WIDE STRIPPING WITH A THICKNESS OF 5.5 MILS. • (BLUE TAPE) FOR WATER LINES, THE TAPE SHALL BE CONTINUOUSLY MARKED "CAUTION WATER LINE BELOW". , • (GREEN TAPE) FOR FORCE MAINS, THE TAPE SHALL BE CONTINUOUSLY MARKED "CAUTION, SEWAGE FORCE MAIN BELOW'. • (GREEN TAPE) FOR SANITARY SEWER LINES, THE TAPE SHALL BE CONTINUOUSLY MARKED "CAUTION, SEWER MAIN BELOW'. • (PURPLE TAPE) FOR RECLAIMED WATER LINES, THE TAPE SHALL BE CONTINUOUSLY MARKED "CAUTION RECLAIMED WATER LINE BELOW' 3. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES, WHEN SHOWN, ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ACTUAL FIELD LOCATIONS FROM THE RESPECTIVE UTILITY COMPANY 48 HOURS BEFORE BEGINNING ANY WORK. SUNSHINE STATE CALL - 1-800-432-4770 4. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DOCUMENTS REFERENCED HEREIN. ANY METHODS, PROCEDURE, STANDARDS, EQUIPMENT, OR MATERIALS WHICH ARE NOT COVERED OR SPECIFIED BY THE APPLICABLE PROVISIONS OF THE GOVERNING MUNICIPALITY WATER/SEWER STANDARDS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND F.D.O.T. UTILITIES SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. 5. ALL UTILITIES WILL BE INSTALLED UNDERGROUND. 6. UNLESS OTHERWISE NOTED, ALL ONSITE WELLS ARE TO BE ABANDONED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. WATER/SEWER CLEARANCE REQUIREMENTS: VERTICAL CLEARANCE AT CROSSINGS: SANITARY SEWERS, STORM SEWERS AND STRUCTURES, RECLAIMED WATER MAINS, OR FORCE MAINS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 12 INCH SEPARATION CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE UTILIZED: I. THE PROPOSED PIPE SHALL BE CONSTRUCTED OF PRESSURE RATED PVC PIPE, (MEETING THE AWWA C-900 OR C-905 SPECIFICATION) AND SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE TIGHTNESS PRIOR TO BACKFILLING. 11. EITHER THE WATER MAIN OR THE OTHER PIPE SHALL BE ENCASED IN A WATERTIGHT CARRIER PIPE. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE F.D.E.P. FOR USE IN WATER MAIN CONSTRUCTION. III. USE WELDED, FUSED OR OTHERWISE RESTRAINED JOINTS FOR EITHER THE WATER MAIN OR OTHER PIPELINE. IV. USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (I.E. HAVING AN IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE) V. UNDERGROUND WATER MAINS SHALL BE A HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. VI. UNDERGROUND WATER MAINS SHALL BE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. VII. UNDERGROUND WATER MAINS SHALL BE A HORIZONTAL DISTANCE OF AT LEAST TEN (10) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS AND RECLAIMED WATER PIPELINES. I. UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLY TWELVE (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 11. UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 111. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. HORIZONTAL SEPARATION BETWEEN PARALLEL LINES: SANITARY SEWERS, STORM SEWERS AND STRUCTURES, RECLAIMED WATER MAINS, OR FORCE MAINS SHALL BE INSTALLED AT LEAST 6 FEET FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 6 FT. SEPARATION. THE FOLLOWING METHODS OF PROTECTION SHALL BE UTILIZED: I. THE PROPOSED PIPE SHALL BE CONSTRUCTED OF PRESSURE RATED PVC PIPE ,(MEETING THE AWWA C-900 OR C-905 SPECIFICATION) AND SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE TIGHTNESS PRIOR TO BACK FILLING. 11. EITHER THE WATER MAIN OR THE OTHER PIPE SHALL BE ENCASED IN A WATERTIGHT CARRIER PIPE. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE F.D.E.P. FOR USE IN WATER MAIN CONSTRUCTION. 111. USE WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER THE WATER MAIN OR OTHER PIPELINE. IV. USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (I.E. HAVING AN IMPACT STRENGTH AT F -IN H-THICK DUCTILE IRON PIPE LEAST EQUAL TO THAT O 0 25 C ) C. SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MAINS: NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. A. WATER MAIN SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT THE WATER MAIN SHALL BE CONSTRUCTED WITH A CONFLICT MANHOLE AS FOLLOWS: I. EACH WATER MAIN PASSING THROUGH A CONFLICT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE DIFFERENTIAL SETTLING BETWEEN THE MAIN AND THE MANHOLE. 11. WITHIN EACH CONFLICT MANHOLE, THE WATER MAIN PASSING THROUGH THE MANHOLE SHALL BE INSTALLED IN A WATERTIGHT CASING PIPE HAVING HIGH IMPACT STRENGTH (I.E., HAVING IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE). T ALL W FOR EASY III. EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SMALL BE SIZED, O O CLEANING OF THE MANHOLE. IV. GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, THE F.D.E.P. MAY ALLOW DEVIATION ON A CASE -BY -CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED FROM THE PROJECT ENGINEER AND THE F.D.E.P. PRIOR TO CONSTRUCTION. REUSE SYSTEM NOTES 1. ALL REUSE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER BASED ON FINAL GRADING. 2. ALL DUCTILE IRON PIPE SHALL BE CLASS 50 IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS, IN ACCORDANCE WITH ANSI/AWWA C104/A21.4. 3. ALL FITTINGS LARGER THAN 3" SHALL BE DUCTILE IRON IN ACCORDANCE WITH AWWA C-110 WITH A PRESSURE RATING OF 350 P.S.I. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 4. ALL PVC REUSE MAINS 4" THROUGH 12" SHALL BE AWWA C-900 (CLASS 150), DR 18 PVC, AND 14" THROUGH 24" AWWA C-905 (CLASS 165), DR-25 PVC; WITH AWWAAPPROVED DUCTILE IRON MECHANICAL JOINT FITTINGS. THE PIPE SHALL BE CLASS 150 AND SOLID PURPLE WITH WHITE OR BLACK LETTERING. 5. ALL PVC PIPE AND FITTINGS 3" OR SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 6. ALL GATE VALVES 3" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C-509. 7. MATERIALS AND CONSTRUCTION METHODS FOR REUSE DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL REUSE SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER BASED ON FINAL GRADING. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 50 IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS, IN ACCORDANCE WITH ANSI/AWWA C104/A21.4. 4. ALL FITTINGS LARGER THAN 3" SHALL BE DUCTILE IRON IN ACCORDANCE WITH A.W.W.A. C-110 WITH A PRESSURE RATING OF 350 P.S.I. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 5. ALL PVC POTABLE WATER MAINS 4" THROUGH 12" SHALL BE AWWA C-900 (CLASS 150), DR 18 PVC, AND 14" THROUGH 24" AWWA C-905 (CLASS 165), DR-25 PVC; WITH AWWA APPROVED DUCTILE IRON MECHANICAL JOINT FITTINGS. THE PIPE SHALL BE SOLID BLUE WITH WHITE OR BLACK LETTERING. 6. ALL PVC FIRE MAINS 4" THROUGH 12" SHALL BE AWWA C-900 (CLASS 200), DR 14 PVC WITH AWWA APPROVED DUCTILE IRON MECHANICAL JOINT FITTINGS. THE PIPE SHALL BE SOLID BLUE WITH WHITE OR BLACK LETTERING. 7. ALL PVC PIPE AND FITTINGS 3" AND SMALLER SHALL BE SCHEDULE 40 P.V.0 .WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 8. ALL GATE VALVES 3" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 11. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT ER' EN INEER AND WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWN S G INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE BY THE LOCAL PUBLIC HEALTH UNIT AND/OR LOCAL UTILITY. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. 3. A HYDROSTATIC TEST CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THESE TESTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF A.W.W.A. C600 FOR DUCTILE IRON PIPES AND C605 FOR PVC PIPES. 4. ALL SAMPLING IS TO BE PERFORMED BY THE CONTRACTOR AND SUBMITTED TO A DHS CERTIFIED LAB FOR TESTING. DI I FE TED IN AC ORDANCE 5. ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEMS SHALL BE S N C C WITH AWWA C651 - DISINFECTING WATER MAINS. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36" OF COVER BASED ON FINAL GRADING. 2. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 3. ALL PVC GRAVITY SEWER MAINS AND SERVICE LATERALS SHALL CONFORM TO ASTM-D-3034, SDR35; FOR DEPTHS OF 0-12 FEET, SDR26 FOR DEPTHS OF 12-18 FEET AND DUCTILE IRON FOR DEPTHS BELOW 18 FEET. (SEE NOTE 7 BELOW) WITH PVC SLIP JOINT FITTING IN ACCORDANCE WITH ASTM SPECIFICATIONS SECTION D2321 AND SHALL BE SOLID GREEN PIPE WITH WHITE LETTERS. PIPES INSTALLED AT DEPTHS OF LESS THAN 4' SHALL BE AWWA C-900 (CLASS 100), DR-25 PVC OR C-905 (CLASS 165), PVC DR-25. 4. ALL DUCTILE IRON PIPE SHALL BE CLASS 50 IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS, IN ACCORDANCE WITH ANSI/AWWA C104/A21.4. 5. ALL FITTINGS LARGER THAN 3" SHALL BE DUCTILE IRON IN ACCORDANCE WITH AWWA C-110 WITH A PRESSURE RATING OF 350 P.S.I. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 6. ALL PVC FORCE MAINS 4" THROUGH 12" SHALL BE AWWA C-900 (CLASS 100), DR-25 PVC AND 14" THROUGH 24" SHALL BE AWWA C-905 (CLASS 125), DR-25; WITH AWWA APPROVED DUCTILE IRON MECHANICAL JOINT FITTINGS. THE PIPE SHALL BE SOLID GREEN WITH WHITE OR BLACK LETTERING. 7. ALL PVC PIPE AND FITTINGS 3" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE JOINTS. 8. ALL GATE VALVES 3" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 10. PIPE LENGTHS SHOWN ARE APPROXIMATE AND SHOWN TO THE EDGE OF THE MANHOLES. 11. MATERIALS AND CONSTRUCTION METHODS FOR SEWER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL SANITARY SEWER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. SANITARY SEWER TESTING & INSPECTION REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. REUSE SYSTEM TESTING AND INSPECTION REQUIREMENTS PRESSURE TESTING 1. A HYDROSTATIC TEST CONSISTING OF A PRESSURE TEST AND A LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY -INSTALLED REUSE DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THESE TESTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF A.W.W.A. C600 FOR DUCTILE IRON PIPES, C605 FOR PVC PIPES AND SHALL BE PERFORMED IN ACCORDANCE WITH THE GOVERNING WATER DEPARTMENT SPECIFICATIONS. 2. THE CONTRACTOR SHALL NOTIFY AND SCHEDULE THE ATTENDANCE OF THE OWNER'S ENGINEER AND THE GOVERNING WATER DEPARTMENT'S INSPECTORS DURING THE PRESSURE TESTS. 3. ALL COMPONENTS OF THE REUSE WATER SYSTEM, INCLUDING FITTINGS, CONNECTIONS AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. MINIMUM REQUIRED UTILITY AS-BUILTS 1. ALL DIMENSIONS SHALL BE IN FEET, MEASURED OFF THE CENTERLINE OF ROADS OR RE . IN NLY ONE DIMENSION CAN BE TAKEN OFF THE O THER PERMANENT STRUCTU S O CENTERLINE OF ROAD, THE SECOND SHALL BE OFF A PERMANENT MARKER OR REFERENCE POINT. 2. AS-BUILTS SHALL BE SUBMITTED, SIGNED AND SEALED BY A PROFESSIONAL SURVEYOR REGISTERED IN THE STATE OF FLORIDA. REUSE 1. WATER LINES SHALL BE MEASURED OFF CENTERLINES OF PAVEMENT. T A P NAN E HALL BE MEASURED 2. FITTINGS, VALVES, TAPS AND OTHER WA ER P URTE C S S USING DESCRIPTIVE NOTES INDICATING THEIR EXACT LOCATION. 3. INDICATE DEPTH OF COVER AT ALL LOCATIONS WHERE THE WATER MAIN HAS LESS THAN 24" OF COVER OR MORE THAN 48" OF COVER. 4. INDICATE ALL LOCATIONS WHERE MINIMUM 18" VERTICAL AND 10' HORIZONTAL CLEARANCE OF WATER AND SEWER LINE WAS NOT MAINTAINED. DETAIL THE INSTALLATION METHOD. 5. INCLUDE THE SIZE, SDR, CLASS AND TYPE OF MATERIALS IF DIFFERENT FROM PLANS. 6. MEASURE WATER MAIN STUBS FROM GATE VALVE TO TERMINAL POINT AND FROM CENTERLINE OF ROAD 1. WATER LINES SHALL BE MEASURED OFF CENTERLINES OF PAVEMENT. 2. FITTINGS, VALVES, HYDRANTS, TAPS AND OTHER WATER APPURTENANCES SHALL BE MEASURED USING DESCRIPTIVE NOTES INDICATING THEIR EXACT LOCATION. 3. INDICATE DEPTH OF COVER AT ALL LOCATIONS WHERE THE WATER MAIN HAS LESS THAN 24" OF COVER OR MORE THAN 48" OF COVER. 4. INDICATE ALL LOCATIONS WHERE MINIMUM 18" VERTICAL AND 10' HORIZONTAL CLEARANCE OF WATER AND SEWER LINE WAS NOT MAINTAINED. DETAIL THE INSTALLATION METHOD. 5. INDICATE LOCATIONS AND TYPES OF ALL BACTERIOLOGICAL SAMPLING POINTS. 6. INCLUDE THE SIZE, SDR, CLASS AND TYPE OF MATERIALS IF DIFFERENT FROM PLANS. 7. MEASURE WATER MAIN STUBS FROM GATE VALVE TO TERMINAL POINT AND FROM CENTERLINE OF ROAD. 1. SEWER LINES SHALL BE MEASURED OFF CENTERLINES OF PAVEMENT. 2. FITTINGS, VALVES, MANHOLES, SERVICES AND OTHER SEWER APPURTENANCES SHALL BE MEASURED USING DESCRIPTIVE NOTES INDICATING THEIR EXACT LOCATION. RAVITY WER AND/OR FORCE MAIN INSTALLED. 3, INDICATE THE ACTUAL LENGTH OF G SE 4. INDICATE ACTUAL INVERT ELEVATION AND REVISE SLOPES BETWEEN MANHOLES IF DIFFERENT FROM THE PLANS. 5. INDICATE DEPTH OF COVER AT ALL LOCATIONS WHERE THE SEWER FORCE MAIN HAS LESS THAN 36" OF COVER OR MORE THAN 48" OF COVER. PROTECTIVE TREE BARRIER NOTES 1. PROTECTIVE BARRIERS SHALL BE USED DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES TO PROTECT TREES AND NATURAL AREA TO BE RETAINED ON SITE. 2. PROTECTIVE BARRIERS SHALL BE ERECTED AROUND TREES TO BE RETAINED WITHIN AN AREA WHERE LAND ALTERATION AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERATION OR CONSTRUCTION ACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN IN PLACE UNTIL THE LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF GRADE FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR WITHIN THE BARRICADED AREA. A. TREES - TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPLINE OF A TREE, A PHYSICAL STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OR OTHER SUITABLE MATERIAL, SHALL BE PLACED AROUND THE TREE AT THE DRIPLINE, EXCEPT WHERE LAND ALTERATION OR CONSTRUCTION ACTIVITIES ARE APPROVED WITHIN THE DRIPLINE. B. DRIPLINE - THE DRIPLINE OF A TREE IS THE IMAGINARY, VERTICAL LINE THAT EXTENDS DOWNWARD FROM THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND. 3. TREE BARRIER SPECIFICATIONS: A. FOUR (4) CORNERS UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY HORIZONTAL MEMBERS OF NO LESS THAN 1" X 4" LUMBER; OR UPRIGHT STAKES SPACED AT 4-5' INTERVALS OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY TWINE FLAGGED WITH PLASTIC SURVEYING TAPE AT REGULAR INTERVALS. M.O.T. NOTES 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SET UP AND MAINTAIN TRAFFIC CONTROL FOR THE DURATION OF THE WORK WITHIN ANY PRIVATE, COUNTY OR STATE RIGHT OF WAY IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS INDEX SERIES NO. 600. THE CONTRACTOR'S PROPOSED PLAN FOR IMPLEMENTATION FOR TRAFFIC CONTROL MUST BE APPROVED IN ADVANCE OF CONSTRUCTION BY THE ENGINEER. THE COST OF THE TRAFFIC CONTROL PLAN SHALL BE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL ITEMS INCLUDED IN THE CONTRACT. (A - A� � W � M9 � ai � � U L o c�+i a3 U s Eo L = M Q U ,zM M (A > � N c E /U� p I_ 2 W W ,, �� J = Lo U CU C s L E2� i E O N N _Cu dam' a� + 00 § N E Cll M L N a N 'S Q �(n- ¢ O ��o o ti� a� a o� z ° w �' r� z ° =w .� _ o o � N ze �'wiv=c��z� � Ft� r p z� z a c� m Z o a o 3 <� z om3a3o�°��o-'o Jao-a V z� Z � ,a ¢ N 19 °�' � 3 u O m 3���o�o�zwo°�zoza5� 5 w z m z m z F o�� z i N o a¢� z a 3 Sow ° i w z m ou r N a L- N z' 3 a w a I� w u g a= r r=- � '" ��ZZazi'- wz�m3a Gw`?z�zaaKorzoaoNg G O OZ u r�.r "°u ¢ i&w�aFo°3G��,GzmJzaa p a o ``3- ag w s r a- y 5 u �� o n :'� � ^a � a rp as- &' _ ,,z � � - �o - �, I �,�7� 2� r d,'P Ia � n4. L �. ,e4�� z � , y' �j U , Z Z O - - w 0 r N O O N W O Q W,I rot Z Q � U_ (0 O 0 W rn O Z W M l O O2 U � O O N� O SS vI (�a a� I N Z�N LLNrQ Z Z O z� , X U z J OU L a J 0 0 0 C0 w a Z W 2 W J W V ♦ C0 J (n -J N d' M TJ i = � w U J = � d a. Z LU W M N O w > U O Q U � T_ W Cn Q o O rn M Project number 2326 DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN 09/01/23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 GENERAL NOTES C1.0 , �.... .... .. ,... ♦ ... a .-. •.,.. .�-,. -, .�,,�.-. - .,,: - t=�� �_. ,., i t , I .�# f < k A < r < I� �5 19 r , f : r 1 � 9 � 1 I r / � . « I :� � ,,. • _.�..� •;,.. + . � � .. ►♦♦♦♦� ♦♦♦♦ � � _ �. ♦ , III � 1 , ► +►.►mow .1 .♦ I G „ s. ,. a ��@�@@ ♦♦♦♦♦♦ .���♦ ♦♦♦♦ ♦ _. 1 ♦ ♦ ♦♦♦ ♦♦♦♦♦♦ � �����@@@��. •�'�@�♦♦ < I I I I � o �� > �I I I I I I I I II o II I� II I I ♦ �j �: , R 1 • • � n r. , 4 i �a I _. ♦♦ / ♦♦ ♦♦ °;fie �' ran ^ �: ►� ♦♦♦�i♦♦♦♦♦♦♦♦♦♦♦ s?� , / . `�` ;mac ', ♦ i♦♦♦♦♦♦♦ 1 i a4. i .,. , 0,0 r • I ° , V r r ♦ L, , is ' • - • - • , � , —* , l ti _ e` I - • r £ ,: :, ,fit -, C- ,:,,W � �k}. _ _ , � //�jn- !'' � -` e • Im i IA✓, U W � � U L ' CD � u CO � U z �� L M Q u z M a I�in c E u oU_ "6co E r J =, U OU 0 L n Li O N 0 N L N r- 3 rnCo 3a��� Q o o a� wzoo„ °�3 i w a a o o z r w;���z� o�z=��NNz a w 3 o N o F¢ �JV roM m i �mZ ¢ w w u N �u> � S F Zawu> .5' •� . ` � �.s Y tea, 011 Z O W p Q W O O N Z_Q�UNOroI t0 O Z M O W V W 0 F 0 O W Q U JOOpp�O � d F_ Z N 3_J N Q ZZI`,z XU z �o .J O O a z W z W J W ♦ ) J CV M J M — _ 0 _ Li- `n U C/) _ C W Z w w 0 U w Q 0 W u Q o o 300 M Project number 707G DISTRIBUTION EXISTING BUILDING(S) TO BE REMOVED MILESTONE DATE SCHEMATIC DESIGN 09/01/23 EXISTING ASPHALT TO BE REMOVED ERP No. 2 02/20/24 90%EN PROGRESS SET 03/28/24 10 ADDENDUM 01 0//24 EXISTING SIDEWALK TO BE REMOVED EXISTING TREE TO BE REMOVED INCLUDETRANSFOMERS 0 ANDIMETERS FROM "TOBIEIRELOCATED" TO"TO BE REMOVED. COMMUNICATIONS TOWER HAS BEEN REVISED TO "TO BE REMOVED" AS HAVE GREASE TRAPS AND TRANSFORMERS DEMOLITION PLAN - EXISTING CHAIN LINK FENCE TO BE REMOVED _ 5.01 iN Ail w g.- �a -'N 44-1, "k, (:5 � R- A U) w -17 C) ig CL R12.0' 10.01 I 10.01 Lx) cl� 'C7 0 0 MIMM 41 = 8.0' I 10.0'.�,t 2. 0',,�q 10. 0, ;.'a -31-71 all% tl"�Mzlll' V- L0 v— AEXISTING PROPERTY LINE Mip ,71--,B -NCHMAR� p otip 0f4F 'p NAIL & DISC EL: 83.82" 0 0 14TH AVE C-� n LJL CID < i I'll I — W--- -- - —0w CL 6 ol FD 0 ui C6 U5 - CO r- - - - - - 4017' - - - - - - - - - - - - 021 . . . . . . . . ... - A PROPOSED PROPERTY LINE 27' 57' > - - - - - - - - -- <1111,11 . . . . . . . . . . . . . . . . 77' < < LLI oir 7' R, -4 10.0 - - - - - - - - - - - - J L- - - - 5 ------------ ---------- - '7 77 40 k rtx\� C6 w SV*1 W —�v — — 031. r . .... (Dols - - - - - - - - - - C6L - - - - - - - - C3 iro . ... . ..... 'F 62. U *-12* - - - - - - - - - - - - - - - - - *12' 12* 12 12- 71 02e OW 01V 010' 12'* *Ir 77 12r' *if 12r --7 A (0 r 71 J-- Lry - - - - - - - - - - -- 1 r - - - - - - - - - - - T r 27' 06 C� A It > A- - - - - - - - - - - - - - - - - - - 02 L- - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - -- - - - - - - - - - El 02ir ii'1,4,6 09. '4' N a CC) 02Y 02V 015� 1 000' FH ------------ 1 0 1 EXISTING I EXISTING I I EXISTING I El 10.01 PROPOSED EDGE OF PAYMENT I CURB MODULARI I MODULAR I I MODULAR I BUILDING LDING I BUILDING I I r a-, 9" -7 L — — — — I VTWI�44.2 "N < v. 0 P OHP OHP oHp OHP OHP P OHP ----------- k PROPOSED EDGE OF PAYMENT CURB . . . . . . — - — - — - . . . . . . . . . . . . . . . . . . . �60 6' i J a. a� T5 \ '�ARK Di 3C '62' e EXISTING SURVEYED BOUNDARY CORNER MARKER EXISTING POWER POLE GUY WIRED ANCHOR TO I I EXISTING POWER POLE TO REMAIN, lit low- L) M C? C) CV) M E E 2) 00 0 C M E Z5 fcn CU a) M 6 04 CN I'- < Q 8 2 gz' 5 g zo 17, z d t� �5 4i 0 23 UJ LU 0 o V 7;�- 0' P%, Z Z 0 N 0 0 N LLI 'It 0 I Lr) z x C) LO 0 F3� 0 z W , 0 w M 00 0 X -.k 7 1 0 0 a 1,' 0 0 (L Of N z (D 0 N 3�. -i (n 0 ui LL z x 0 Z Z r, z a 0 LL ..J 0 0 z LLI M UJ .J LLI U) C/) C'4 �4- Lr) 0 0 U- U) Z LIJ 0 Ld 0 Project number 2326 DISTRIBUTION MILESTONE SCHEMATIC DESIGN 09/01/23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 HORIZONTAL CONTROL PLAN C4e2 - �, � � I ---,--I---- I 11 ) = � _Z:,��� - - - - - __ ___ - __ - , 'I-, ,___,_�� - COWTkACTOR TO MILL AND I -I- � � . -_ -, ___=_=� � - 4-- -_ ­_ - - - �1� - OHP I r__ OP - , - � . - '1�7 RESURFACE 1 " (SP9,5) I'll, 0HP r__ ___&__ - __ �� 1-1--7,_ 0 - - ON ­--tz __ , , - - , - � i : ,,o'-- - --- -,-- - - , . I I A 'e, - "I . �i,�7� , I V_ 11% 1� I -, _­7 I'll . ­ - - wn -1 x � . S, F�-`� i - � . T_ 11 "\ ---I--- I �, I. x � : 4 17-71 11 -16" "I, - -7 "' __ __�_..,__ ____11 � r- I - - ^ R==� _+_ % e 7- 01 51 ,6 _---- , ....... �_ 3'TRANSITION __­__r_ "i ---r- ' ­ - --_­�_ -_­ -_ --"--- ___�1- ­-_ ­ - . I 4p i � im I i4k, I � ,;e�� 'q ___� 9i so, , �d R li - 4�__­. - - - � v .1-1 ­ I '\_ /- TYPE'�-D" Ff Sfk --onw-f-­�=�_�=:72 � !; � I!i � ON ,., i ..... ..... 11111 -_ , I ­_ ____ �,__ ====vZ � __-_,_�_,e� - - CURB NO - r - 11 ' - - � � V&S I _-___� Jv - " I __ . 41 Dt C�l ,� /-ME 83.28± 1 ,__�' Al cky,� ,�, �, 4; 1% � 38±--\, � 1, ME 83. 5 4 H AVE 4i "I ,e 00 � 'p� . lip _�, 11 `� I ,,;� 101 ,,, 11-1 _Jlp�' _41__v___ __ "T I ,&-, � ��7- 70-- 1 1 � - , ME 3. - 0 1, _ � 3k - 7 1, � 11 - �41 =4,el �_, I I I --- I'll I - I I -- I I [ STIR: X-005 ] - _-, - �, .-��_ -_­ I � .-- � I I I - (p I - � ___ �f' , - I "' - " ZLM�_ � - `­ i ! � F I . I Type'D' Inlet _�, � ,� 83.38 � I 7 � [ STIR: X-004 ] Type'D' Inlet 41��t 3 IRANSITION ______84.10-\ __�, � I I,.,-- "'" - =!�O( 1 83.60 - I 11 � , , '133.48 '- -, '�­ - 83.88 / 82.98 � 82.08 ,," 81.21-\ / I �, TOP: 82.00 , 84.00 � I I I .* ,/�82.58 �� 0,, TOP: 82.00 . I � 1-14 �, �81 ,; - �, 4 -1 " , 1 , I I -� INV IN: 77.00 S 4 1 ,� - &_ / I ,� 11 ,� �. .- _ - � I I I 11,,,,,� .., ILI, " " �v I I � I I x , '\ ­,A�`82.50 , ,, 11 ,�r, 82.00 1.14,,k­ I 1 81.20 , I I ��11 " � ­ - _ j., ­ �- - 11 INV IN: 76.80 E �- _� 83.80 .90 1 1 ME 81.32±-\,�,��,�,", ME 81.'32± ' " ' " ' ,,,'� , ''I �, 83.50 1� __ I � '. 111 INV OUT: 77.00 W 11w - 1 ��82 , ,��, 11 I _ ', _ I I � _\C��' _, '' , I , � �_ �, 11 �"", , ` 1\1:r - - I INV OUT: 76.80 W >k�_ - _ ___ � 111\1 I I I - ­­1 11 - _; - � ­ - - - , ' I , - __ - -_ - - Itl � . I ...... -------- I _ � 11 - _ I- - � - n---�?­ - _(v I - - - - - - - - .__ 83.581�T' 5*q4"-_x-_- -, �, '>= _;_-, -,)-�--� � � ;;-----7 1 b� I'll, f '"Mmomov- - - I L �,��. - �_� - - MR =�� ­ - �' --- ___ I - j __-�� - - "w��7�7, ' __r _�- , -7: -4--___� - ------ ��_._ .-� ­­7 ,�� , - - - .-*a - - �,__7-_�� � :741 �_ , 1� - - - 7 ' .� - ,x _Z�_�� ,,- - _+____4_ - - - - ____T1_ - E:`E - ," I '!!� - � 83.25 ?a " 82,33' . __ 't >�, . I � .� !�, �'. - � , - ,\455 l � � I � .5� __ X,;�'. i bl�o>;�to TYPE "D" CURB I k __�' ����� ------------ -L -_ -ai - \1 _� ____ , �_ -79.o I 0 , � � � . - I - I t : 84.00 ,� � :::- �� I I I � ; � : : � _______� - I fj2V 3.5'X 1 3 MES I ", I � � � � � __ I I C I , CURB ME 82 70+ dE 82 30i 1 ­1 \ , 1­1 >� �, I � � 4 � I � � - 83.1 t- ,,,- - ��­ - _� ro --- ,,,, � � � � I �: � tk" \ � " CM 5 I ­ i 83.14 �� � � I i i � - _�, I MANHOLE I � � - " I � � � I � . I . � `fV 8'3�_'_ J 0 & ,I F__i I I ,_-, I , .__________­1 � R - -EL- n" /X 1 \_83� r 5 I ,:1 ", � � "'T I � � . _� , � ,��", I J� x 14 ,i* ,, �r",,,". 3.25 /,,.� i STO, ) <� ' � ,� � � � I � �, I - I 11 ----------------\ " �1_ I I . , � � � i - -�- . . a�P�469' I I I z I ,� III, � � 82.64 � � � , , � 69 , h, ,,� � �­ __'� A- - I - .. 82.64 � i -1 5 - - I IV -, Z ;"9 A ______w_ I % )\ I � � I' , '. 'Ie< .- - ------ ­ .E: 76.39 � I I . I , __ 7' 1 1 - __ -- -, , - \ � I - � � I I � ­_ I i 10 I / � ; � I � � ? � � ,� � 83.39 2! " , zz I �s -p '? � I k � � i � , ; �, I /�� - � a, � -79� . t " �� ; _/-, I - , - , / - , I I - RCP(E) 1Z M­ . 11 � � � I - � � S � y I � : i I ,,,,- 11; I � � I i I � � 11 � ; � ro , , : . , , e � : � I I , � _1 I s >(1 �, I � 1, , � I , - x , � , '.1 � , I �� �p' __ , - __ �--, , `:� I � - I - I � � � 'i" � - \� __,II;� �_._ i c z � I � � � � I � � I � '% , , � I I b, I � i I I A _1 � ��, � 'It ,, � � , 5''-, ____�_ (b �_� I - - % 1� __11 \ \ -, >e, ,,5 , I ,,, , , -, 'V�k -4 > " ", ", 1�' ­ I , I �, "I 8344 2. / , � "� .?" � � � I _N_ , , f � ", M ES >� 1 82.35 8200 : ,: I I 111� � I I 11 / � 41� 11 5 X� A, � � , 4 ­1 �,�, ,�, " I - I - 1 8310 1 1 >�� I v 1;� RETENTION >e' \ ill - RC; 1.11: 4 4. 'If - __ '\Xl ,,, , � >_�;� / '�_51X8' MES ) I - \ I \ 4.5'X6' MIES ,# ­_ ____ ____ ___ -_ - 1- - _-, ----i ') I * � ��- INSTALL 105 LF , ----. _____� ­�-14REA NO. 3 -------18' R . : 77.83- � I I �I � 34�3' ­ X84,11' k 8.2� 1 \___1 \ . B" M LE: 7129', � � , I - ____,OR(" 116, IN- I I \ 11 . � -��u I ewo � I \ � '-� � _111w I k, I LESS DISTURBED AND THEREFORE -\� i J , " YARD DRAIN -01 .. 11 I / .� , - \ � \, \. ", � ,� 1 24" HP @ 0 19% � 1 \_1 14N li, \ � 4 � ,z - ___��,_ --- -, , �. �,"83.89 83.0 82.5 1 ' / ,� � _�, I . I F /­ I .111 --- .1.1­1_�� . ) I �' , � >e )e I i i I - / / , , 't t - � -, I /) / - � 1­1 , " � mal f , - I . I , -.7.C�-7- 1� ­_­­­___________ NO WO K PROPOSED THIS % 1\ I 1, - -82.74 1 1 82.75 g 813.74-/! ' - (UN , � � ­ I _� � � . � TOP EL: 86.62' 4i 1-1 i q( / � \ . - � I - ­ - I I X N 1-% - I - _­\ R� I I ­1 ­ I A � i I � ,_1 ,, I ---,--- i ,�_ � � , � - � � �: " , _ I -_ - � m i � �-, � , "I I ; " "," �., � � I - I \-. �__ � -_ __�, 0 A ,-� I I 11, � � I �� ­% � -- � I I ,_ - I OZ.L � 4 i � I , � � I � 1�1 1�,, __, -,,,� 8 1 3.24 � \ REQUIRING SOD-- - ___4 -.- - __ __ I I "� _ ,_" " \1 � � ; i � 1 1 1 � I , _ f � � A . I / I I I I I , � i � i:A , �__ � i 6" PVC(E) I.E: 79.61' � ,e I �� � � � I I - ! � I � 1, � ": - � I I I `--, - - I I � I I � � �', � � I i f, - .3-;, e't [& � I I i � i � i -�- � I � � -'r- - � - ", I\_1 . , I � . � I _____� ; Q1, it - 0 , -A � I.- ,� � 2 � � 11, i S �0* il I I � � I I - - \ 1.00'. 61 I � � � I � I � � 1 5 1 1 \ cl� , � I , I - z � � ; � � � �� I I � � ; ,,, " � � r � � I � � 7 �, � � I 1\ I * - - __ � � � � � � `�,_,_ ,v---------- ___10'__PVCCNE-)�-I;7- 77.9 11 , 24" RCPi , � , , � "I" � , i i � - _� ! � I � \ . � � 12 - � � � , - 1 � 4 . I �� I i ,­� , � ,� Io!��T� ep.Vf � I - , � � � I 5 "I i � r � � 11 � ? 11 - . .>1 I - x P�05 4 61, 1 � � I I I I � I x I I ------------------_ � q iq �_ �PIA / ,%,,,-o -, -�' . � I ­ � � ,��, ': , � � � � I , �a � . ____ - 1� I _,_ - - --- - , _Z_� \\ I , I " I - - _R1_ - � � �, , , I � I � � I - - ,5 � , I I N � , - - I � � i EV, w :� ,�­ -��,­, - �,�w-,'­,' - - -, -� I . \ I 1�>.-- __ ___­_�, ­__t­� . I— �� I_, -1 f.,_e I I - '­ f,�� .. ... . � ,,, 1 1 'i � I I . - _��, I � J, --L, , - _11-A v­ - - � - �_� , 100 I ,�-,� . co ITP & 11 S -, \, - , ��Tl ___1 I;--- _ ��_� � _- , -,, � A 4- I ____ , , _ - , - ,,-,�,,�,�,.,,�,,,,,,--2-":�,,_,_�,,, I � ! 11 d " \ i I � � - I I ? ID --r- , I i I � � � 1­7�'-,- , I , � . I I .1 \1, \ I I , I _�, � �& I 1 M . \ 11 .----\� 4 - - � �, I I I I I I � .>& . /,I i � I , � i I , �� . "7 \ \ ,_ I * I I . � � � i z w , � ! � � k � I i . I -- .ql . 11 I- ", L � I I I � % .12�� '0 � I __; � 3 � � � I I � ! � - � � �� � ' ' , ` 8357-/ � i � ME 82.60± 11 � I �� , 1 &V -11 \ . I � � I I : � � � ; . " ;; , I I � � � ,� ; � t - � � � I � ! � I I I � � 1 84.50 8480 ,\ I k I � I I : � � : I y � I I � 1 83.07 1 1 , '�r � " - X \ I � I � � I I � r 7 1 7 � 1� I i � ; � : i � i , � � � 4_1 - - - - - - - - I i � 1 5 � � � � I � � ,� a is I I � I I I I I t 3 R ? I � 7 � � I t I � I � BURIED NCRETE 11��::: , �A' \ . I � 1 ­82.5 �:�� I f , � I � I � i � � )� k // / - \ 'I', � � � � I � � i I � � >C,, I � gef 93 � I � 4 � I � � � I I ?�,, t .-82.6 I I \ I � I � � I 2 � I I X., R � ; � t I � � c3 1 � - L � I � � � ! I I � � � � � . %., I 'p, " 1.70, "�_ I I i \ � � I I ; I I I ; - - /"7 I I �� I __ 'i I N - _ ? ; � - >�, , I I � LL: _� , s, i I ; � - . I 1 , 1��>< , I 1 44, , I � I " 1:0 / STORM 15� UCTUR - "w ; 83.62 �, , I , _� -_ ; 8335 I- ,_ I I I I TREE BARRICADE 41 LA - 1 3_3'-% 1 3, 'I" 33' 1 f- � X. \ \ , ��, i I!, "� - : - � 11. " - " I � ! ___J� 2 ( 24- RCP(NE) 11 E: 06' 1 1 \ � � I � 83.12 ��', ,6 , -, I r, I A 83 97' � \ 9� / GRATE 1.11 , . - I � :� � - -_ L " ."L- ���� I , / . I Eb\78.86:\. I I � , ­ � , �1,�_ --' , � - - , --- - 7- - ____ - :] @) ­ - ___ --­­-_-----�x _" _x____.,_______�, I 111'1,­,__,­_��__,�. (TYP) ME 82,70 _8.3' w" I 5 I R MANHOLE I - _' _'_ _-XI - ± I N NOTCH I.E: 76 � � � � " - ,84.10 :r: , " J >C,,--82.7 ,\,� ,� � I � , , i�) ,'� J -+.Do - _�l I - 11, � , I 1� ­ - I o � ,, � I-- , , , -/ ­828 1 f / . - ?I \ "t' , , � - 1, - -1; -1 I � � -, - . 8. "4 - - \ - " z �2 �1�11' , 39_/ �, >e ;, 11 P( ) I-L: ' 1 83.60 81� � 83.76 84.95 7, ,,�- ME 82 90± )�/ - I 1. . J NOTC 118 , � �� � - 11" "I 84.50 ,��^ Ix v _\ CH 76.39 \ x � � � I- �, � - - I " .T . o' I I i ,,, "I, 1�11� i � e- - - �1 �,, I IN --H IE- 63 R (SE) I.E: 7 2 , �,� I - �, � ___L , � I ; 'I., : � , I ; I � - qq, I I 11 \ j + - � � - I - � . __ 11, I , - - ­_ � , .1 1 17 ME 8 31.1' 31,4' -1 I � � � � : I 41�V I - - \ 11 - ___-, "", - � 84.00 , r? , 2 . I - � I I i ; i � ,;,- - � 11 � � � � 1 ,i � � � � t � __�-__ 1� 1`7,,��' t", . \ " I I , - - � I � ; � � � ; � ; -.1 VA- , __� ,3,- 10.0 �3.3' 4 \ � - I ._­_ , � � I ! � � ! i � � I I , I : ,� _____­ � I 11, 3, "" , , " , ;, � � I � I r �__ ME 82 20+ 1 11 I I I N $ � � � I : � - ; i � I I I I � � � � � I � I � I ME 82 00± " i . I �� I ��, � � I I I z I ; / � RETENTIO -�, I I � � I � ,-0- - _n I , i 1� �. �' ,X\ I , � � I � k1i I t 11 - i I , 9 1 84.40 1�1� I i I � I - , 1. � I 2 � _1� �, � 9 � V I I A 82.1 --, I \ � 83.85 83.50 ' , - I � i 7. % I i _1 . .. , '. - , `­� r- I - I - - - I ,Il- LO . i ��` \ - � � , >�, � ; I , � 11 , '1, 83.90 � i ; �11, � I � ) " I 'I OV �11 4 \�-� I ,� to � a 1 83.00 � 84.17 I/ Q >�k_ X STORM INLET I AREA NO & N � ,; 83.35 :z,�-,', � � � � � I 1� I I � I " k j � � � � � -- / � � � , � f I - - � - I—- I I ; 3.67 >(,,-83.0 - I I - I � I ) �____ 1 1 � . -_ � I , I � 1­ I 11 J ,_" _\ ��>�e GRATE EL: 81.00' YR'3' 1 * � I 1 �� T� I I _____ - --- __ _____ -_ � .11�40 �__ PVC(N) I.E: 78.79' 81.5 . I ick STORM MANHOLE � i I ---r-­ - - . ­� 1 81.8 / _ I - - , , I - - _* - - - 4�� 1 , L_ , ? ­­ 83.60 1 . Q51 RIM 79.03' � � � ), 1 I I - - -84.45 ,!­ I Ln I >�� ___K_ PVC(E) I.E- 79.68' ' , I " I , " � I � JbY-6 � E 14 11 L bTR: X21C ] , �`, _� "� � 1, . �', I / . I IR 3.o`_/ I 1 �,\4 1 18" RCP(NW) I.E:74.36' I . I ­ 11 \', X. �_. _-z- '0f /I I .Izu, I . I , I I ,b I /4.1)bF p I ��L �, -"-, ILI. - t, � /I " -84.50 A7.1.__.1, 111. 7�( rf )p"I", - � 1­1 X, __ A 822 ME 82. 0o± - I � I \ , 1 18" ADS YARD DRAINK 83.95 ,I,- ___ n ­ , � / - - -_ .N�l - .. r- 'QD ' \L- r-- 84 __ __ ; 84.27 1 I'll - . 4.09' 11 � � 84 55 83.74 - ; - , - / < 1� 51 Olt. 5< , - TOP � I �,_ , - ­_ �7_ - X, 132 u I r, I : 84.50 5 - I >e �� I I *% � � J _­r, - 83.24 : - , 0.0 0 I � I 1_��_____/ r/ 1 - - 84 ___-_f�l NV OUT: 78.70 W - I I I I / __11* I �; . - - �, ------- -_ - 83.06 / I I,--, YARD DRAIN 3.V _\ � �S, I 5'X6.5' MES 4 �­ I _­­ I - X/� t �� 11 loom== � R ' I , � -, a' , - 18_7RCP(SMt)- IZ .7-4,9Z , - - * L , ' 1, ff-M-4 � - . / TE EL: 80. 0 -_ I §1* 10 ­\�-84.44 m,,s , 82.00 G 83.43 � 6 : I TOP EL: 82.32' 1 1. o3w, I �/ �­,' , *IV STO M INLET , 4 _�e, , - IbR � I :--, I 4 GRA 1�9 ____ 83.94 Of "w 8293 - __ B3.68 ,�q 12' PVC(NE) LE: 78.53 1 6" PVC(E) I.E: 81.82' 1 ,I$ _� / "P, �_ -----,-- , � A - i/--,,�i 1 6" PVC(S) I.E; 81.77' 1 1 1, 77 __ I , , A� 'o 1'', - 6" PVC(W) I.E:81.81' u.� " I , - -'- ______ __ ___ 82.94 �� ____"�__ -],, Ix >�j,:,-83.0 _11, . I I I / 11L ___ __ �0,7%�' 8 2. - - 11 j �` �2. 6 9 � - , �� �'� 83.78 ., I r_ T- I c1A _,_� - . 83.70 �1-1-1' 44 1 1 -A ,� 83.18 , x 11 � �A,'\ 0 77 .0 1­ 1 82.44 @ 1�11 � _ 1?� __", �_\ - Aq, I— �_G_ 11_� I rr z �_ 82.6 ME 82,00± � - - - " I / I "I I ­, ,_�____,_ __1 >(,,-qz.?J 820 13.5, k \ - , - - - - - *� - - - � I- - ��­ - . I I I I I . \)b, - , __ �, - - - - - - #'-' - - __ - 82.3 .x 1 X(8 2. 0 ,30�9' n -7 �q 31 � 3 �_ -7--- - - - - __ ------'t------------7,'-'�'----;� ­ ­­ ' ­', \ x _____� �X - % _:� I I I \ _,> ------- � .�I, z;��_ 2 - �,J,. 7�46, . .. - I 1 6, IV 219 / I I . 11 - 11 \ - 61.5 q . #* i A. I - � 92 , AR __ - - _\�M7_ - - - - "\-6`43 YARD DRAIN _G --________�� - I <; "I 41 �__ __4 i I a-. 'o , ' ,x , .,b --- - I - , I 84.65 _"�83. i 8 111b 5- 79 _T�L X/E STIR: X-03C ] ,, "g. ., '. .1 1, ,v , _ I , 4 - Co, " 82 ------,4-. . _____ , e T *__� I I - 84.15 - t; --- lo- ' if �., � -- , -- I ,. 1�e I __k� - I -1 . D - GE: 84.20 18" ADS YARD DRAIN � I - el .T ----%4 � __� ) , , , ­ ______ 41110., 1w / 60.8 ME 80.60 - _5� _,__1 - � 7�� 1__� \ IE: 79.20 ��, 711 I X13145 J_k i 3' =11 �? - 0j, / / I k .?_�� 16 �,�X�lt "I - � TOP: 84.00 �6 i �5. X � I -11 80 �----__� "'?, i� INV OUT: 79.20 S ji ,/ 0* � 24.6' 1 _ I SLOPE SLAB IN ACCORDANCE / x �� . 4 , i �-- �J . / / e � A /-8 .70 r - - .�4 -? ± 'al ____4 8 /�6 Z/�,> .. - INSTALL 36 ' \-84 4AC' � g ><`*'�82.0 820 � , ,'/ 18`HP@VL' ' 84 ��,�, I 1 -7 " �7) � WITH ARCHITECTURAL PLANS 1�1 �, ,, _,_�f­­' ----- 9' 82 , 0 \�,� I X ly /. '_ , " � ____1 . - 1>61 i�L6-1/., - \4 _ I[ 83.70' iNlvl, �It / I �1 \ , -:� I I _ ­1 - W ,,/-­,, [ STR: X-0061 - 1\� ,, I - "Ir // ./ 820 p H 6 - If �__ I I i _ , � *� a- � , I 11 I / - y 6 / Q, � 11 ____�', -, Type'C' Inlet - ,_ . I I I [ STIR: X-03B ] if N I-MEKOO± - 17- 6 ,0 STORM MANHOLE UND CE) � � -- - - - - _�__ �­ 1, I- "'�.RIM EL: 79.�180' "I �1,i' - , ,� , - I � � 1 18" ADS YARD DRAIN Q, I 1� E 16 '41 so b%, I , \ _ \ -� 11 � � I 1p I � ;' \ �­ � i , � -2 5' _ ,�� X [ STIR: X21 B ] P, , . TOP: 82.00 >e f i A I -1 � 18" ADS YARD DRAIN I 1 8185 ; � -84.00 IV ­ 21' ------,, rx, . _ - � TOP )e 5 U v I 30 - e INV OUT: 78.00 IN I � \ - - - - - - - - -- - - - - - - - - - - - �� I . 1 71 _. _____, 5,� 1 x , INV IN: 79.00 N �) x I i 11 \_ 4_3' .--,L- . -rp KU-kNtj�.L' 1,).Za I \*%---TOP: 84.50 1 �, � � I : - . . �11 04 - 4.01 El . � f / � � I , � I � ' INV OUT: 79.00 S STORM INLET '�' INV IN: 78.50 E I 11 �� � e ,11 x >e I , � - - - I � I 0 : 84.60 " 2� I " INV OUT: 78.50 W 7 e I I I 1 82.5 82.5 - 82 5 GRATE - Rp, . � , I r , I I I � `m 81� I I � I I I , STO M1 i 'r, ., 15 � ; , - 1-111, 11 .1111­ � I I - " _-, I �1� ._9 �z I I _j �- 5 -,\ I 4 __Q2,e 02Cr _-,=; � K,n ME 82.20± � 0,J _STR. I I _J I , � I - 82.8 fm 82 N)�, e �'�' I f f I GRATE EL .7 1 (6 '. " �- �7 �'e' 414 . 60 & 8,�,�4' 1 L11\ - * , 11�� le I 1�t - 4 [� - X21D ] I- - 1 4.6' : i ,kpl 1 1.3' �� I , �( e .IV ,7- �� , .44 \ _ ::j ce) I I � @) STIR: X-03A ] r') i >� 11� - i I � I ft f. � - __� - 1�; If / I < � 84.60 , ��, 4Y 18" ADS YARD DRAIN 1_____1 . I I -, , - -21 1 -51-1 i � !) -I f 72�* &I I Ed �, - � � v/ - .1 m f, 2 .,� � I _� I - - I � _ , - , � I � L I z_ 1 82.9 TOP: 84.00 NOT FOUDN 3,9 lcq,�. ..... 11 i _�-- TOP: 84.50 /� I �2 - ,, _ I 1. �c " 18" ADS YARD DRAIN (END OF PIPE I & If 1 . - ), , I < ______:� I I f � 111�� -_ ____ i I I I ) \ e 11, 0 12, 61. 01 INV IN: 78.50 SE i I I I i � I I I I � 1 ',90-v INV IN: 78.80 IN . . - . I - .S�; \ I , I 11 __­ - 11 .- ­ 11 - " " It 4 -'[STR:X21E] -- �J i ��_ - 4. 1 z ­­­ - I ­ --- Iv - 41, i i __, INV OUT: 78.50 NW - __11 - - �1 _____1 I . � I I . I :11 - 2.5' . ____ S14 _________d1_ � ­_ ­­­ �,J '' - ­­­ ­., - - -, ­ � � ,. .11, � �� , I I � --'-'INV OUT: 78.80 S -----/---I---- ____ -4�,� - I �---­:��­­­­ ­ - ­'�, I I - � 83.0 1 1 =7 - 18" ADS YARD DRAIN 1��, � ­ - : 1�,":17-- ­_-1-111-1 ­­ - � - �''�­ I I I ; I 2 83.0 YARD DRAIN El I 2' 45" D. I - - � I . �, 11 � , � � e . k . � - tv '�`-111' '�,_ ­1 I OR 84.50 � ��, I -1 - I . �_, ! I x " x / I - ,� [ STIR: X-03D ], , � z�l I I X)F,--- - ------/-83.0-_ 83.0 1 v TOP EL- 8151' � 5�_.56 I;_,/ �-,', [ STIR: X21 F ] ��111` I, "I ` 18" ADS YARD DRAIN ,� , "- " -- 11 11 I - "I 4 - ,.,!��. \\ I �\,_ " 11 11" . ','�1'11 16 � I _. I -_ 83.0 _7� tb A 6" PVC(E) LE: 82.49' . , I , � - 11 ­,,�� I ,� , CONNECT W1 ! ,1-1�, � 11�1 . - I � I ,:� � INSIERTA TEE ,:� I - I- � _,� .5; �2 � , '� 45,4' � . 1� � I i I �� INV IN: 78.80 I` � - I I � :� @) _-Y - 1 6� 11 _9" -4A' i . ­� / , SZ I , I I � I , __ - - ", - � I - - .1 t8o ',I' - -� -_ , - , _­ , , <� ` - � � '100 ljl� I �'Iz t INV IN: 78.70 E - 18" ADS YARD DRAIN I - 11 I TH_ _' � ' - " � ` I "' ": _�z `�',&- X1 "r ��,%_-__, C7--Jr I I q,,� .,� � �, TOP: 0.00 -- @) I I �� ( _j -- - _� -_ . 1�1 'I _,� - 1;;1a I � I INV OUT: 78.70 NW k /--TOP: 84.50 t - __6 - 19k, ek, I i 1_­� --- / I � INV OUT: 79.00 W I ,, ,,�,­ �� r INV OUT: 78.80 S :,\ 8 . I 'd - ! = � 11 , 1 460 1 , , \ 84.50 1 11 8 �11 I w o a "N" I -, / / 11 __,;', , % , � � � - X_ __>1 - \ 1� _C;___� ,> ?--_____0__ _tL_ 11 -, � . x, / � I � rl I I ____0_____0_ ___0______­0__=a;__�L A, I ­/ , � , -- .1 _ � I �: 011�_ - -_ I -_ -_ ;g_ �__.,;:_____1__9 --- \ I � . . 11 11 .;,.. \ � 84.80WItas : �, PROPOSED BUILDING \ 1`9�1� - o . , 10 \ I INSTALL 6 I I � 12' : , - ' /­111 , I I I ­ - it �/� __L,�_,_ 80 ____ill� 1 !3�.657 ,-,, 84.65 �_� � 53.4' 31.6, \ I Jll� FIF EL:- 84.65' 1 � I P, __----- I - �: _.,)- � g "-3,4' !!! � 18"HP@0.4 1�11 ; � "I, Z---/ /,--, - I -79 ! " i I m .� I 1 3,4!--/ 3�A,:::7;1 1,30 1 1 x ___ - . . W, ,/ I r­ 1<_� I . t� . I � , 3.4' � .. . I " . I - - I I �e I X1 Ir. . � I I � % .. I--- . �6�1 I I "': �� . � � - 11Z , "":_ �� - I a / 78 -->;�,� - �� � IN . . .� ., 1 84.65 , " ' , I I ul / 'g, 0� I . I " __ N INSTALL CAP It - 84.18 (X) 83.36 2-r N ,,,,,,o�?p . _ _ -',-�, il �. - 11 ��,� I 0 STR: 3 J!I 1 r4 � ," .f '­1__.1_­_ ­ ­ _ ! I I I ,4 - I , - - � � " - 83.62 1 X`0 � I STORM INLET I / - - I i U5.1 0 1 1 . I- A�� Type'C' Inlet � GRATE EL: 83.78' X0. I I I ,1/. __ � � I � � 1. : 84.25 1 . �,- 84.27-1**" " 84.56 841 le,,,��k4 ?I -_ 11 7- " , 1 1 . �� - RUCTURE � � I I I , ,� 4 TOP: 82.52 i 8" PVq(N) I.E:81.91' , ST R _ - � ­ , - / 7.9' G 131- --- "', � , , - "I, - - 0­' - 1 33.42 1 N: 78.60 IN 7.9' 8" Pvq, _1D - ; I I I , I , - _71!�� -, I (S) LIE: 81.55' - � EaBb x RATE EL- .54' . � - - , I NVI -' - RCP(NE) I.E- 7 83, / I , , � � L , �� =� " - I � I 11� I � �, ��, ;"�, 1 ­L�� lo I 11 , �, , ":, , - - I I �­ I - - ( 2�8' 1 1 1 18 _�,T 1�', 1, I , - --- - ? I 1� I I "" y 1p - " I " `� I S � � INV IN: 78.60 NW � � I I I - I I : j, � 65 -, , ,_ 84.44 , - --'! 4 02 ' ' 82.92 �_ / ` : I � I �z8 .,, � I .� 1 8 . 83.26 - s q1 / I 10 11 I __ 'It I Iq 1.) �, ( __ , � �: 8426 : :83.52 't ,­ INV OUT: 78.60 S '* I- , - I - � / . ,", 11 -1 I I I ��__ - 84�01 84.16 r'! 1 83.94 I" 1 82.76 .6 I D � cp 91:8-K I k' I RETENTION / / , ,,� 0.7% ' I I _ I IN I 1: 85.40 � I ____._ 4r_,:mA1111___ I � - "I 83.68 \ i N I . / . � I I " - __ _­,___3_ ---,-,--Ip-- 1_'1____,_________x_ ,_,__,_,__ � i I � ,&11� i_ - I , - ____ ­____­­��­­_­ I--,-,-,,-- - � y I I � �, � 8.2.68 ,,,-83.18 � , I I ' ; I ­ � I B / � ­11 ­,� - I I 1 85.45 , /I IR '�, 83.70- 1 ­1 , ,_,____ _/7 6 _1 6, I . : I AREA NO. 2 � , / �4& " , , _ �-N I 1 83.38 "._B 1�1 �' I , 11 d , � 1, '.�, - , . ­­ 1---, _' I I , � � � "', �, 4 �_ . -_ ;7 , � I � ­­ � - - �� -, ZFLUSH 2,8' � I I'll " - - I,--- � `�', -4 , i IV X,5�, � , i- _e , " 1 . I � 85.45 � 6, " --,/ . ,; 84.25 r"'I 1� , -, � >� - - -1 1 �61 1. ­ , � __ 26 1 1 1 k . R , �� 5:-- rq " - 11 ­_,� - , / , , "_ - ii ____ 1, - ��, I , - _,_ " , 83. ,,,, 6� )�� ________, I � I 1 '. . , _w � i I -, 11� � , 4 z �' I - , I � I �' I � �,� z, ------ I -"-.-. 1 85.33 1, .,__ �, - ,, 11 I I % 1, ��11_ , ", 82.76 ,<­ � -"�< I I >��- , � 11 I . , ­ U - - ��­ 1-1 , 1-1-1 1, I _ �� 11 , a J : �� / za , -1 � " ,%" 1V 7 I , I— . � 1 11 1 4 � 0 - x F, 84.83 1 -1, __ � 1&1x , " , -, I , - I -toil I I / / '94,5�. %w -, /x " ,_ - 84.517_\ \- 84.'44' i ,��84.12 12� -'�,- 83. ;:2��, ,� 1 82.92-��x - � 'A ` . i , i I N/ / % , , - __ , �11 I __ _p 11 83.62, 97� X� - , � I-, ,,� 1 84 L-A 1, � " 83.94 1, // 74 -,�,�,�,� 183.68 1 1� .. , 1; .� I I 1,,��,` - � ­ I I " .. . 901.1, .��_ / 'i'�-84`�'55 - � I �1_ I _\_ I " I/ _, ( I � "'I ,�`v l-,v ." �f! 84:67 84.3i' - - -- -- 83. 3. - T�'�,­,, 8 22 1 " � 3.7'- �10 � / _/ . . ` - � , � �p - - , I � ,�J � i / - bf � -85. , , .41 - kNS�110 �> 83. 0 11" __�, I �7 7 139' .7' R , . � '10 � / � I - � 84.89 ' ' __ ­ �­ I 11 , ( 83.18 1 22,6' 1 11 - �, I -� �r I 1� I K_ / 4 / 1 �' I '*,� �`_ . � I ," ­, 1� '. ---� ,% 83.46 - 98.6' i A � I . ___ - - --,��l--------------------------�--,----�------------- - ::: ::: - - - - -_ - _ __ - _­_ - --- - --- - --- - - - - - - - _2 � , , � , �,�_ - 151" / / I i 774 � 1 , - - - I I � � I = f /I I - � - ­_�, , � I " . I N r, . . . -----w-+ , or � � \L � , ,_ _,,,�r \ , � � � 11 9 � " � _­ - i � �' --,; ,,,,,, L _,%`�' 41 / ,,-, D I I � � � � m 83.08-/ "-.., _,`-,-!' 82.96 1 � � �r 85.05 .99 1 - 14,79 � � i4'5 '-j - I � � 1 8 .87-/ Z, . ... I I I ­, I , � � � f e � � ,,��, � 8��95 " 11, - g / - , 11 \1 . � � � � I �-, � ,b. A, I � ' � � I ", I . i � � - 8 .37 � ' f, 8282 / I . I XZ �. I - ____ ', 84--_ .1 � I I � �,g -..-- 1 84.07 ' - I � 83.72 � . � - � y I . - � � , � � 83.14 �� 15� �' 1�'111' 8345 ' 1� �1, I �__ % I I � I � - �,_, � � � -��, � \ C h 0 1 . � . � I � ", � - k J 11 I i � � - '0'- 84 85 z � I - � � � . � I -" 83.72 .","' , 1� __ - ; � 4 � v UN 85 60�� � 7 56 \ , � I I � � I w , I � MX7' f 0 11 � - I : � i � � 1,� \ I ? 11�p .. ,tx, I I I � � I I � � � -, I ) - I I � 11 ), t - � � ,,,, � I I � . - � . "� I I I 11 � 4 83.05 83.22 GRATE EU: 81.56 ( JU - - I I I/ , 84.8 -\-^,-^-^. I � I r - X, _5 I I � I 4.5'XB' M � � __ I I ", I I I - : � I 11 :;,,/- FLUSH CURB _�,, . �T TO 81.�68) IbP I 1 RCP(SE) I.E: 76. 1' I / /L I � ,-s ­ ­1 I " ', ,,\ 8- PVC(N,' I � . f I )�bv '. , I I - �� I I I 11 I I - I I / " / __� .... , --"III-, �­ I "N" 1\ 8- PVC(E) LIE: 79.6d 11 STORM IN i , / f __\� 8 .911?� , "I , , x_-,�, N Z I Y, � _: - �, �, 1, I ,� \ I I - __ ___ - ___ ____ - I �'Ll RATE EL: 81.51' 85.68 ' " �, - , _0� , .1 �, �, - � , � � _\ 1_1 I \ 2A ] -_ - I I - , / � 6� 11 __ __ � - '\-84.29 1 , �, "I �! 82.96 1 I 1. 8346 '11, __�� , I I ,o 11 2-� ' 'O ­ I - � 85.00 ' ,"Ill , , . � �� A I - , 82.81 ,/�`,x 3,_ 1 1 1 85.50 k-, �-84.09 83.43 8308 82.73 �,� 'N, \ \ � �� � I '� - "P .R - ", 6- HDPE(E, � 1, ,g�', � I , , 'A ' 11� I �-, " _11�, ., N " t, 09. 0.7% 1 T �, i I 1\1 I � � � \ "� ) 1 ,� -, - -X -X- - - X­, , 7A - -X_�----_ ___ A ', � _­ I _'�_ I \ �, � I % - -, - .1 i �. �11'1111 11h " 1\ 65, W CMP(E) LE: 77.84' . I - 84.11 ' 11 I ________ - 11 z 11 - -� --l-l" �J \-84.05 83.85 , ,, �� _01 , "-�,;' Type'C' Inlet , , ,f",-,; , __,��_., __ ----------- �' I'll '' \ [ STIR: X-0 / /I . 199. 2 , � ,,,, -- - ­ 11 � � I � i 'A-01 ,� i ,,�,'-,, - "4,�� 1 �'S` �_ , �_ � �, \ 8" PVC(W) LE: 77.79' 81J8' "I ; I I L� N I I I . I ,,, _` 11, -85-61 1 � �, T, \ ___J . � I I � 1, � 8497 -- I - 1, - � 1 83.55 , I ''I \ . -TOP: 82.40 1; I r I -I', 85.11 � ,� I �� - I I I I � � � � � I i I �, " I - � - 1, L - 83.05 4t EXISTING I - I --.-- \ 111� I - 015, � ,- , / . I - ­ � - � � � � � � t � I Irl -INV OUT: 78 20 SE I ; . t I � �, i � � � � p - I t i Ak, / � I I I J I I � ; � � 11� -1 8477 1 �, 5 1 � � � 1 K17 --�e_ 11 UZ.04 ­ I >e �, � I � � � I . � � , ; I � ; � �:� I I �,,,� I � I � � TYPE 'D" CURB � � " � �, � 1� 1 3.09 TO REMAIN 0 _1%6_ \ I -1 F - - - - T I � 5'X7.5' MES � / ;4z, � � - - , � � I � � " , It/ I f ��,, ,,, �TYP) j � � - I , , i � - � ; _____] 0 1 � Xil 84.85 1 1 -- - < 1� 1 j 1 1 � � � � � I �� � � i I ''I � L � - ----,-, =_-__==i J �] 0 \ EXISTING GRATE I I I � i 18" CMP LE: 765.81'� I i I I i 8,0 >e* / I I . I z - I I � � I � � I z � I � I [ STR: X-04 ] _z::::_____ : .40 �, 11 �� . I 11 � I I I � � ��,_, \ I ><1 � T " 84.35 85.25 ,' � � � � J � .,�, I � I` 9 TO BE AD�USTED TO 83.00 I [ ME30 I )1�o, li f i � � � 84.57% ,� 1 ]14 22 � -, � � ! 83.87 \ 11'�*., 1 / I I � � �` 11 r � 1�'��, " � Type'C' Inlet Y01 ] 1 Tl_�, , I I . . `� I _,",4 � I I Q, 1� . I � - - 1� , I � � � � � � I � " - I , �-, I - � � , I 'N , I t "' �I I I I 1 - , � , ,�9', \ � � 84.07 , �r :3'727\�""', 83.37 1 STR: .; 4/ 84.75 ' 1� I � � � ­_ � - I I � /---, 24" MITERED END - I � � 83.83 �,',� 83.83 '--- , \ , �1 � , � ; � o .v� � 83.33 �­ , �� 1, j, INV: 77.50 , L I M IN Ir/ � ­ i 1 18" ADS YARD DRAIN 1%, _ � 1-1. "', I --I-- ! - 82.54 v�­� - ,::� �61? ,3'TRA�Sll , I \ , / , - / , , 3 75 TOP: 82.50 f") �5��; _� I "__� - �� , INV IN: 78.40 N , 83.32 �' __ I � ____ GRA ' __ - 6 _� 1%,11 � - I ' _ N - *L //S9I RCP(NW) LE: 77.40' " L,: -g � FUTURE / OVERFLOW PARKING -, ,---6" D CURB (X2' TOP: 82.00 , - 1b J I 8" cm� _1__: -V0100,16 - 11 I 1! \ \N - _� ca) INV OUT: 78.40 S \ L 82.82 - - - -_ `�__ - -_ : I � _--_,e-85.70 � STORM INLE1 - J6 �_� I -3 I k - � �� � � \ � INV OUT: 78.20 S 61 � ". 11 I wwwvl:w_ I--- I �, S,i :, 1, t 85.12-\.,X [ STR: X-05 I I R ATE El- 81.5 , , I - __0_ i ) � , = x: . N _ _\ I z I _ I �� \ RANSITIQN Z � >��' cpl I 1<s 6x Type'C' Inlet se'l-_ 84 .- � I � , , I _�, 11 �� - -) 1 119 3TRANSITION - ,1� 0 �� Z t ,�,- ---,_ x �� �, I 1, I.E: 79.09' 1 _-, 1 'X I z 1-2 � "?, 15+ �3 �: 11� 1 6" D CURB ""'r >e"b` i xe, TOP: 84.00 ,�__ ,-f __� 11 LE. 80�03' 1 �� , �p I >�� , i ME 82. I— ­11-- 4� /I , � -1 I I - - - , I ) I - - - INV IN _" ­_ 84.44 /' 8" -, - 17� '7908 , "I I 3TRA ' .& � 11 K_ ��i TYPE "D" FLUSH CURB � I -- TYPE "D" FLUSH CURB 1: 78.20 N �;_;L _____.O� I 11 i . I ­ , �,, � . � I �-',-, ---,-- '---- � I >).. #485.08 . - .�� " ______J � - 43. \ 1-� �� , x 84.44 , - I � - , , ___:> , 10-11 1;11 84.89 85.34 � INV IN, I 8.20 vv , 8- A 8 . """ 83.7 1 83.94', ( .1 - - -1 --.,g 83.50 � L__ �� -,82.50 �L g _�__ 11 I . - � 82.96. -83.18 . 8296 1 � " ��' ­�,:, � I I 11 I - <Z1 I I � 4: 1 ,// ,z� 4 2 � (��) 83.00 , -1- , I '� 2O " � ' , __17� 'A � � \ � 84.72_1 INV OUT: 78.20 E ­_ - � R,� - .-I _: _�:t 8232 1 8 . 1 82.00=- __ � _� "I , , 4 . � I ,� - � � , _� - 8 2.4 6 _-�� - I - � I I I _0 w � � ­�� -82.46 - - - - - - tL'82.68____ - :j 'o :::�� _­ - fVIL 82 40- -tT I I -1 - ,1 - , & 10' -1; ;,z � -_ - !", �T - I _�_ - I I 1 �__5 11 ,,, , - 1, � � I 7 �- 'I", 11 " I I _­- , ;!� � - A-1 � ", m 85.01 1 - �,,� 1�­ 11 IJ,, _7�_ - , �,,,� �1�1 , �, , ,7 ­-'t"",-, ,,j� I", 11 1, , 11, , . 11 I -, -, I ," . = I 1, �_ _; , , 11 �,,� F u� �_� r1i - 1� '­', , 9 �, - 7� , I TALL 326 L.F - TALL 326 _�F. . K � , - -111, .- - m 1, -,, , fl ,;,�_" ­ 31.97-\ I ,',� � z co - � �� I ,� , ", , _� -"- INS '3'TRANSITION , 2.22: : - ­­ �_, I I - - � 82-07 7%�, - � 181, � 1. I I I *11-010 - ' - � 7 INS 0. I'll- ,-85 10­`-�' �, " " I ,� I I 1 84-65 3'TRANSITION I _100 I 11 82.50 1 " 8 - 8244 INSTAL! 205 LF, > 11 , I Z5 , 81.71 , -' -1 = - I \ , 84.51 18" HP @ 0,09% 1 ,,;,�_,­,,_ i� U.7% HP ga 0,09% 84.48 1, �11 6J 1OZ5 63.32 ,\-. z1; HF(Q)u.11% :�13.24 1, I - , 1, -, - - ,�, ­_,�� �:, 411 , 8222 81.96 81.73--%mt �� - _-W-1- � llw:�=,_ '��aftkii , - r -1 -pr , I - . 7 - ": 4 " I e ,:� I ,� �, � �,` /1�7i�'� "I --.-- ; 2,�v Hp @ 0 15% 1 'I ­_ - ­­­ A , _­­ , 0 , "a v"&E_xfi*_,_70w�_ww_�__�1 , I'll I I _ I , - , I 11 f 9 It, 1� - ,� 1 '04 - __VWL�A . - - - I I, i p,,-,-- w,,--,-_-,h Xal;p� , " - - -_ - - , r_ i-5ft - --- __ 1"yAM3�0�?%-11w"_:_11w11v w,w I 11 - 11 - 11,111 - I ' X� 82 - , - 85 54 . 9 , I I- wi� j�_* "I �.�,, - "I 11 , , "4,, L 1 _� - 7 _��� "--I- - -, III - , - I � 4i �__� ;�� _'z"' �, � _pAw__:_�_Aw___4 -ISFT -IM&EE - 1", - � _;'...11- " -- I I . mg!lc , �, - - , _ ,� - - I'll I I 11 1 ,4 , -4 "Is '71 It % - ­ W,-,;Z,;� ��w _'4 ., - , --------------- I I � - __ , w", , 51 , 7�`, "I ­ '_ I I I , . ' I �, __ e 8684 ��, 85.52 - - 1,z�` � �'_,, , I - �_ I , _�;" � - ,,,,- IV I _­ 1�'AIDI,11 , 82.71-\ - � � - . '70 ­ , � NSITION E . _\ I �� ,,, 1 82.96 "I'll , 'i, 1, � 10 �, 14.9d'--' ""' 84.35 - 1 I4 74 1 ­4w-�, 83.00 ,,,, , 1`1 , 'N wlIW82.96 ,,,- 'I, _1 82. ,,,, �'�,,, - " __1 ��, 1 4 1 'I'll 82.21 -,,, : I I 11 � - " ,- ­1 I I `81. '"' 81.9 .1 7 , - ­,-�-­ 8 4 11 .72 " "t" " I � 11 11 , _ - �� , , , - :� �,' " ­ - - -- - 4 _ �_ 85.34 , 85.02 ,,, 84.07 _, � 8344 / , "-� - - 1 82.46 " � - -- -(y E te­ 84.27 �: , � 1 850 ,�', 3'TRA T t, VI-k " i - ,'47 4 � 82.45 ,,',,'� -, I , 4�- -) I ,` 84.39 1 __ I 1 7 14.40 ...-. I , I I 1 84.24 1 1 ,/ 82.46 82.68 1 "I - - 4 ,- I - - - - - - - - - - - 4 -- - I - " __ �48118 7\� 1 _ % - - 11 A (9 - � - --- -_,__­1_____1___­_ ­­­­­ ___ I I - � __­ -11, i 1 --,-- - ­-, ­7 I", ____ � -- - - I I N I __ 11 � ---' , ONFLICT STRUCTURE ., � �', - , " - _L____m 14� I'\- - , ______ - - - I � _L_ v - ,�', _. � _,�, I I - - - -_ 0 - __0_ a;,-- - -�, I n -1 - -_ - = ;4�_� � - -, - I N ��, i �� - I _:� _�­_­__­ - - - � 11. " 1­1 ,,, - '--- 83. �_ - 59P - �� I � i `-�,, C i '� � 24-/ - -_ . .q� ,- ,- 66 85.01 1 11 _.. t I I ----- (SEE SHEET C8.1) __� ,, -1 _11,1 - 83 ... 4 0Hp . H YT I OHP - OHP - OHP �,,Gmp 011P _' �_82 ....- ­. _... - 4 >�" 1--__.- ------ I ; ­­ __ �11E I 1, - ­ I ------* - 0HIP - , \ , 1, - 'r 84.51 q" � 1 - XA' - � - , � " I �� 1 83.24 p >,�'� 82.74 - .24 ____� 89---, .1 V ,� k_.) ,,-, I �" ,� --- --- ,/ I . I ,W��I�ml­�L�_N`0 w n 1111 I I "ell- 11 \ � ,9- ( X 81.74--­­-- --,X - ­ - - - X- - - -- ­ 7�-_-�, - � - ',', , _________�-_ - - il k� � _�_ TYPE "D" CURB [ STR: X-02 ] . - -- - - - - - -< f STIR: X-01 ] L_ - - � \ , , _,_ = < JL_ 42 I I . 0 ^ I I __11, k �p ____ c�l )�, , 11�' TYPE "D" CURB �11 Type'C' Inlet . 11 1 1.1111 f-, 161, --- ,D- - 0, \ I R: FN 1, ; ___J L_ - x \ 1. �,�, � ! 7 - ,xi8 __ ________1?>_1 � 11 , ___F / \ - - �, -1 " - 1. I �`01 1111'� i 11 1� 11 6k 1 TOP: 82.50 - ­-v TYPE "D" CURB 3T NSITIO ' , . cz Type'C' Inlet , I ,_ "I \_ \.- __ __ m � - � r� ,,, _. _ _. - � _. -, � - - ­ ­ - - -, � I � 11 I m I I ; , \ I �', I � 11 � I % fvlr Oq 4aT--� ,,, � INV IN: 78.00 NW 63 INV OUT: 77.70 N \ ,I I = INV IN: 78,50 NW " - I I I _"��L­ - - , - -_ ,­ - - -_ - -_ - -, -, ­ - , . I , I- - I v \ '__�, k ,,� E TOP: 84.00 11:1 , , � � INV IN: 78.00 W INV IN: 77.70 W (D ff� t F I '% i '­ I \ 6'CONCRETE ,I 11 11 _'� I EXISTING TOB (TYP) I I I " 11-:iE I . I I 1, I M � ME 86.32± �, � � - h __­1 � k . - -L / _� �_� \ 1. � (/) INV OUT: 78.50 1 \,� � ,_ _L - / IQ / INV OUT: 78.00 E o I i --- � ME 86.32± ME 84,56±_!k�, _�� i -1--_­� S i Ill 2� LU � I - - /I �_, I 1 7- 1 � I I , ---as, . UJ ME 8632± "I" �& I , U) 1, &6q - �� 4jv;;, � - �____,/ ____,­� __N� "I f �. � L ME 66.32, L- . - � _�� " - - �- I 1, , . a& / I ,, ME85,47± I I? I ) &J ILT FENCE � , 1b 1 1 1 ___0_______0__­0_ � 1� I LIMITS OF SOD * LIMITSOF OD* 8 I , " _____10__<C_ - - I - � I . , � SAW CUT PAVEME - I "!��7 / y, I 1 Z \-ME 65.76± 2' 2' ,011 - __� - -g LLJ t ENT ) - � m � I *11� � / L --..d- - do. I ,/ 1 65 _J .�< �, SAW CUT PAVEMENT \1, I d? -1 - r w I SAW CUT PAVEMENT / MATCH EXISTING GRADE 1%o (V 1!/. (\JPA,RIE1S) 11 . I I 11VARIESI) , .�? I - = M, I -\, ', _ / - i5� . N. a o 1 I r1j q � ,� 3: �__ 1, 'Sq , - 66 "'� . "`,�/ EXISTING GRADE I . ___ ,� � % . I I m I i � < I / - I I ) PROPOSED CROSS SECTION . 15 r, 2 ,' I GRADE (TYP) � "I - " " , __ �"`On "I"D ­:-,� �_��_�� u 'S _-= i__d_+L ----,X-- I � IL � * ALL SOD IS TO BE STAKED AS NECESSARY T 26 "'i I I 1 6 � I I PREVENT DISPLACEMENT / � 6 11'1'� . 0 1111� I il , u ___ . - i @) ELEVATIONS ARE BASED ON NORTH -­ - - - t � - - - - - . - - � - - . - - , . . - . - - , - .., ... ".., ... ­��___ __ - _ ___ ,__ ___ ___ __ _: Fo ItIp AMERICAN VERTICAL DATUM OF 1988 __ __ - __ l`_ - __ - � - - .1 E x I (NAVD88) I F______1 L___ I I I 1, �c )f- .� _\ - -71 -7'�T I �,� S It a I \ -STORM MANHOLE: I RIM EL- 80.11' ' 18" CMP(SW) LE: 77,22' , \ 11 I I \ \. \ � I L I 4p 6 ) r 4 I I r, )� ,,� ­% \ STL RM STRUCTURE GRATE EL: 75.31' 24' CMP(SE) LIE: 72.96' \ I \ I � OHP �J \ , I ,�� I .4. . �1� .71, � I � I ! 1 1 II I I - TO WATER PUMP STATION . 11 11 I I v . . ­12" WATER NE ' ASSEMBLY X2 I i I I , .. If; ;;; 41b " I � 1. w I , I I �b I ,I I." ,I' 21 .1-1 N & 7: 0 IL 0 4E 82.73± 1� i 11 x1p, I 11 i / zz/// , 0- 82.65± I a. 1 x v I I AADDED PROPOSED GRADES AT DEMOLISHED BUILDING & REVISED COVERED PLAY AREA 1w ppow- C -0000 4) a - (A I Now r. 6 = 0) - 09 V: U) �_D_ C'4 15 6. j M C? a) :tl� 4) . _= EE C=) L) r. � � " � -3 - < w .. ;2� C') C a) to 0 w lu in M M .w .� " w U -9 ___.) E 0 U_ L_ Q) - (0 E (D w 1 &) co 0 = C4J _3 = U-) 0 0 - - - U? C5 M E C .0 "2 E 64 -- -zd- a) 0 -2 C'4 �= CC) _C C-4 a M , a) a 6 75; a_ - ��i 1:T " N a '0_1 i� M 4-; � < � C15 1,- < @) I - � - � , , . 'E. .- " . -� k p- k E, �-, �i p �- ! ,-- ,-, �-, "-) � ,I I _�, __ -1 __. �P �1� I. ,I � � � . . � "' Q �_' �i � < I , = , 0 , , il Z � ,' Z) � Z �� � ;� � . , � � . I � � � ' �� 0 ' ' < 0 � , < �,� < 0 < P7 , C) � � ' � U < , -� , ' - L � , , ­ . - - � , ' _ ',� I " ' , L­ , , _" ,__ - ,,, � .,� "., _ - _­1 -:� ', , �, � ,., ___ I I" , , , _� 1"... . - � I I - , "�,' ", " J I , ��, " � I (III" " .- .1 J -1 &�, .., :;, V,14� �_�' '.4 ,z 4' w -,, .- . I ;z ,_,t, % - 0 C� " I - I - 7 - , U-1 �, �!; �10 10 . �w_ E, '�, zi - = I C, %1� � I - - I. , � f -I" , - . r_1 , - 1-� '1y__ 11 .> - ,-, ! __ 1-1A, - , .t. 0) I , I _c-�T ��:- ,,, �­'. ,,,, , I , , 4 - ,�,., _', � , , I . ,�. , " - ", 1`/,� 1� , %1�1 I I/ /' ;j �, � i V�N L% i 1, � i - ___ I 01 () � � 0 N 0(14 z < 0 �_- U) , , �, T U (D 0 1 Lo 0 00 0 o -) � x I N z I (0 0 1�, N * - �- N 3: _J N < N x 0 a < 0 ILL -1 U (L .J 0 0 = 0 U) >_ w < 117- ;z U.J M LL1 .J LLJ U) C/) .J _J (14 �1- LO cv") .J 0 Cy') _J C) U_ = -r Cd w C) _J cf) >_ = 0� >_ = �_ >- = 0- M Z LU N LU =) - N 0 LU > C) F_ 0 < = l­_ U) () ',I- � - UJ Cf) < C:) C:) M ROO C:L 1,- co Project number 2326 - DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN 09/01/23 ERP No. 2 02/20/24 90% CID PROGRESS SET ,L ADDENDUM 01 04/04/24 03/28/24 PAVING, GRADING AND DRAINAGE PLAN C5A n s. d ;rn 1 ��`a - 11 r r ,>r o vm-:-.Cu�g�, .�-,.-:- w 24" CMP(S) F' OHP s^wra s w2a a xs� e a : LE. 80,40' AL 9_" x ' 14i 4 it a- ,1 -�' EXISTING 8" WATER - 1 r ' ' MAIN (APPROXIMATE) 4 rx EXISTING 8" WATER -' .- - }' ip 4 '.t 24" CMP(N) i.E: 79.95` MAIN (APPROXIMATE) z r i` �t r p i ^2Y 1. 1 `__Ztl. $ �` I" , _4 � . may. + r ' y _ 'a i � 1 z _ i r j} § s ixr'La > s,3a , zN. z .�`; � '. i ,F ,1F� 1 _ yr g 1 YF a Sf ° Y , , ' , �� 1"�" L'' 1 "' `�;s. ; �; 4 I tT N l is ,t _P v may. - �., ra; _I° , x d j. N r 1 5 �•t� i - y ...- `>J�.'-sue ro , r r" ��`� . M`+ , r t '' , g, �, f t a+ i ��_ ,I."�I­t�,�i;,D,.-,.,.i,.1­..�1 ��;l, ���, ..- . .,,-.-",���1 .-.,..L--.. , **--� Z.I�*�-;--.`I�-, `L-,�,-1- ­-­��j�-L,'Z,,,.-."11,��,�,t;-t66, ,,i,�� ;r',,'L�_-,1,,,LLLLL 7 � .. F �" n Si�k. d y fL 1 3 £E 4' _ , q. ; J4i '.'� ::'. ff SANITARY MANHOLE r CONTRACTOR TO REMOVE AND REPLACE TOP EL: 82.79' 6" PVC(E) LE: 78.49' MANHOLE BENCH AND INVERT IN 3" PVC(W) LE: 78.53' B" PVC(S) LE: 78.70' ACCORDANCE WITH PCUD DETAIL S2 "M 2^ P 2" 2• VAQ M -2 WA �-2"10%1-_, 2 2 2'° - VWMTfF -. _ of - _.- 5T X , X- X--x -so.o X X;Lr o NO , cw a x��re, , o-I F ? �-. rt r a£ > r �� d i ar $'S +^ r -7 'sr',� - i`,�,r. _..,4F 0 81.0 82.0 `\` € sr .> x r.m i N 80.0 -78.0 79.0 .0 FIRE HYDRANT 11 ASSEMBLY 1 SEE DETAIL THIS SHEET 11 4 � 4 SAN IE _ - 4.50 () / SS- $4' 1" ®max �� ELEV= 81.50 - RIM:8 ! \' � , INV IN: 81.33 S NMIN i INV OUT:81.23 E i/� /' / �- z s Z CON FLI T 'E3"_-81.0 >/ �•� `e R9 n � _ 176' of 8" PVC @ 0.42% . ` fi ;� '` ,// /=_1 �/r _.« e11 _ ,,: / / _ //� / , 1' �� 15 OF 6 PVC t , , Id ;',,~ �° @ 1.10% (MIN) SS-01 RIM:84.80 • ` " INV IN: 80.49 W �; INV OUT:80.39 N I.15' OF 6" PVC @ 1.10% (MIN) 11 ! 4 SAN _ /1 � � ! __ . IE _ (-)3.25 I1LEV=82.75 , ' 1 // All --' . I I N 1 1/ (/ 0 1 1 , °I ' 8 !' ,. , SEE MEP PLANS FOR TIE INTO BUILDING AND GREASE INTERCEPTOR 1:. ` 1 ❑/ ,; r ,. A P11'9n/ %\ RAATL- 1 / ^ATI LI / I- I \% It'1T1\1/'l f1If rll'1f- .. ' '� :} `m a N �, N 12 a E7 .V ILl `: I FDC RIM:99.99I SO I (« I �� BOLLARDS `a INV IN: 81.56 W -- INV OUT.81 46 NE f1 4... «. �:. o�o I I rr I 12 of 6 PVC @ 1:10 /o ° p`L- CO RIM 99.99 QJGY I ��� s�M I INV OUT:81.69 E ,. M, �' � , ,�'� o , W I A I �c Sly, f 4" SANt ��� / c� ) , /OLICT , C„} x / �.\y " / 11 s• - 0 - � � � � --, -- -® W_ s a I?OHP OHP OHP k 1 z - 3 METER AND ASSEMBLY PAD. 3X4 DCR f E .,, ,: ' , N..t:f'= 5' na t n 1,: t, Fa. 3Krti O ,fi"`,a > 2.-.., of ..,:r'. ..., s* . * x.: <,x .. e r.n , I T FACILITATE ITATE 6 r.,. ;. at ,. TO BE SIZED 0 F C L 0 R� ..,. rt :-. 7� � �4 GV .METER. REDUCERS ARE TO BE `, �, & ,v � LOCATED ABOVE GRADE. (SEE / x i� x' a 0. 4" x 3" REDUCER «Jt . ,1 DETAIL SHEET C8.1) r, , : » . 1 ...,F r (VERTICAL) UTILITY CONNECTION DETAIL (VERTICAL) VERTI AL) (VERTICAL) -_- �.�,-:_,�� - pr..'_ - __ '' '� -"_.,_.--.,".:,- ,-,," 1, -­ , ?�- ,111111"­. --, , I ,I ­�'4o�,, ,,�z­�� -�il� SCALE 1' ®10' i * F l ',� , - a, _: I- r:` 11{ I`I�I, I - 0 )RZ N.) s SANITARY MANHOLE I drQ / E TOP EL: 83.89' - 8" PVC(N) I.E: 77.39' t' . 8" PVC(E) I.E: 77.23' 4" PVC(S) I.E:77.31' Q 8" PVC(W) I.E: 77.22' = ON2-M -s-� LO ® ----. rn 1 VALVE 1-VALVE ;: ' 2 ova 'r ­��, V Q1 &281" ASSUMED FIRE LINE 2W.M. LOCATION (TO BE REMOVED) f � 6 i- fT E 2" G.V. �fi , �- f EXISTING 2rl WATER _t METER TO BE REMOVED L� __ .- F T SS-06 BOLLARDS_ RIM:84.39 (TYP) INV IN: 80.71 sw CONFLICT STRUCTURE - INV OUT:80.61 E (SEE SHEET C8.1) FIRE HYDRANT ASSEMBLY (CONNECT TO PROPOSED FIRE LINE - EXISTING HYDRANT TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION) _ JJ M A T E R I A L S ITEM QUANT. DESCRIPTION 1 1 F.D.0 - 90" ELBOW 4" NPT x 5" STORZ W/CAP SECURED WITH CHAIN 2 1 4" RISER- D.I.P. NPTx FLANGE 3 1 90° ELBOW - D.I.P. FLANGE x M.J. (RESTRAINED) 4 1 4" P.V.C. FIRE LINE 5 1 1 2x2'x6" CONCRETE PAD 6 1 1 1 4" CHECK VALVE NOTE: - FIELD ADJUST AND CUT ITEM 4 TO THE PROPER LENGTH. - MINIMUM CLEARANCE OF 24" TO BE MAINTAINED AROUND DEVICE FOR TESTING. ENTIRE PIPE ASSEMBLY ABOVE GROUND TO BE PAINTED SAFETY RED. - ALL BELOW GROUND JOINTS TO BE MECH. RESTRAINED YARD F.D.C. DETAIL NOTE. N.T.S. FDC TO INCLUDE SIGN NOTING BUILDING NUMBERS = 1 d 2; ., , 1 9 I a ""1'- I I �f; 41 I11. l I ; I 1 (I - (I l ;-a. MOM�I �Nxv II , a€ III - I _ I 1. I .36 S I.E. r-' 1I 1 STANDARD FIRE PROTECTION NOTES L o M a I a R r u M I - ./ _.._ ,-..._.._ . a. ALL PROJECTS MUST COMPLY WITH PASCO COUNTY FIRE HYDRANT c o v 9, ORDINANCE M a u / _ / I �.. �41 Z (c a) I � . __.�~ b. FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO a � c I L W r >_ g Q r d I HE ACCUMULATION F COMBUSTIBLES. � �. i �, T O O O --- -�. .®.. SANITARY ANHO E a -... SANITA M L § 1 RIM EL 83.66' - I (D c0 E N I a" Pvc (s}, s" Pvc(w) I� c. PER THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA-1, � o 0 �CU ' _ VALLEY LE: 78.61' >1� II 16.4.3.1.3: WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE �� L � '�? ci Po - -" "- - "_ " �- TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN C S o a N .� � a) '° SERVICE PRIOR TO CONSTRUCTION WORK. iQ u °^° L a N `�. I I ¢¢ d. PER NFPA-1, 18.3.4.1: CLEARANCE OF 7 z FEET IN FRONT OF AND TO Q CO V3 Q O 1 I I THE SIDES OF THE FIRE HYDRANT WITH A 4-FOOT CLEARANCE TO THE _ - REAR MUST BE MAINTAINED AT ALL TIMES. i� 6' I I a'awao°z °� �r� o I I e. GATED ENTRIES REQUIRE A SIREN OPERATING SYSTEM OR A 3M E Z ° w w = < z m I OPTICOM SYSTEM FOR EMERGENCIES ACCESS. a z u z o la- w z d a 0 3 w a „ uirpi da aW3 oM 1 gWomomz�zmoZmzuQZQ� '° �§ I SANITARY MANHOLE I f. PRIVATE FIRE LINES AND HYDRANTS SHALL BE INSTALLED ONLY BY z < o N N a w RIM EL: 83.56' �ia�a;zoNzzoZomGouW I A FLORIDA STATE CERTIFIED FIRE SYSTEM CONTRACTOR. 3 N a PVC VALLEY (NW) I.E: 78.98° o-�0Gai3aw yaw �u=Qw=� I PVC VALLEY (W) I.E: 78.91' o` o a w z a z z> 3 a PVC VALLEY (SW) I.E: 78.88° G w z z a° o a o I PVC VALLEY (S) LE: 78.88' FIRE HYDRANT /LINES NOTES: � � � < a -.on.,OZ Gi.aGammgoo a w s LL "' > p= G i Z W o I 1. FIRE HYDRANTS SHALL BE FLOW -TESTED AND w = _ _ s a a L _ ' o z r u a w a u r a a a a o a COLOR -CODED BASED ON FLOW RESULTS. `- EXISTING TRANSFORMER TO I " I 3 2. PRIVATE FIRE LINES AND HYDRANTS SHALL BE a REMAIN �--- I , INSTALLED ONLY BY A FLORIDA STATE CERTIFIED FIRE ' - <" ` j` SYSTEM CONTRACTOR. °, Ia « 1 : "- APPROXIMATE LOCATION OF �� _ � . , 'S � EXISTING4"PVC WATER BASED I ' NOTE: CONTRACTOR TO ADJUST ALL RIMS AND VALVE �- �� " � L 111, I ON PLANS PREPARED BY ix� L �� � ' CUMBEY &FAIR ENGINEERS I RECORD DRAWINGS DATED F_n� 1 COVERS TO MATCH PROPOSED GRADE Ey `� :` � �,a ° 12/1993 ' i2 PVC SANITARY SEWER SERVICE NOTE: " 4 r rA APPROXIMATE LOCATION OF ° '2` ALL PROPOSED 6" LATERAL MINIMUM SLOPES @ 1.04%. ,�` y " ° " ; �' EXISTING 4" DIP BASED ON I I 12" f~° . -, PLANS PREPARED BY CUMBEY r SANITARY MANHOLE , N't ALL PROPOSED 4" LATERAL MINIMUM SLOPES @ 2.08%0. ��1c 14 �� ^ & FAIR ENGINEERS RECORD RIM EL 83.9T I ic' 1 8" VCP(N) I.E: 78.48' i2" 1 12> I I DRAWINGS DATED 1211993 8" VCP(E) I.E: 78.40' I I2 " 6" VCP(W) LE: 78.44' ° ' EX. 6" DIP @ 1.00/ jI O ❑ ' if SANITARY MANHOLE Z Z CLEAN OUT , - SANITARY MANHOL *' - - O RIM EL 81.18' N RIM EL: 81.6 0 80.77 w } 0 O 12" $" VCP (SW/w) I.E: 77.85° 8" PVC(w) I.E: 77.1 w Q o = 8" VCP S I.E: 77. r Z U Ip p I In I _. _ " I g 0ZWEM000)o I- W I- Q O 1 \ U JO�oO �O r"_ "'_ " EX. fi" DIP @ i.00% I 1 O I ! I% _..-..._. _..__.._..__.._.._.._. - Z I_ N 3 0 N N Q _t I CONTRACTOR TO REMOVE AND REPLACE ` i/ Z z N z `` r, x 0 CAP EXISTING WATER � Q o LINE MANHOLE BENCH AND INVERT IN o ACCORDANCE WITH PCUD DETAIL S2 r 0_1 a U I III I / I �I ,"k ? ®® f I 0 EXIST ' I.E. = 81.87 [ SANITARY MANHOLE I / / I SANITARY MA HOLE y- ® EXISTING 2" WATER PROVIDED BY RIM EL: 82.78' I I ! e `^ I LID SEIZED I RIM EL: 81.79' \ CUMBEY FAIR ENGINEERS VALLEY LE: 76.65' /> `\ I € I 8" V6P(N/SE) DEC 1993 RECORD DRAWINGS i I i \\ i PROP. 8"PYC I.E: 76.75' € r EXISTING 2 SCH 80 PVC / \ �- . - . - - - SANITARY FM PROVIDED BY \ D` CONTRACTOR TO REPLACE EXISTING WATER LINE i HAMILTON ENGINEERING ,\� `\ (TYP) IF I RECORD DRAWINGS DATED N A. EXISTING LINE IS NOT AT MINIMUM DEPTH ° ®°---� 112112006 : a ° REQUIRED BY CODE y I EXISTING 2" WATER PROVIDED BY ( ( (- € N TRUCTION 1 -� t M EY ND FAIR ENGINEERS U j B. LINE IS DAMAGED DURING COS I Cu B A ', 4 �\ ACTIVITIES is DEC 1993 RECORD DRAWINGS , O 7t�'�E Q SANITARY M NHO I I I I t II 'Y41 I r CO RIM EL a82.7 O �4 I 1.EXISTING 4" WATER PROVIDED BY 14 " veP(Nw) LE6 71.2 ' _� _ .r CUMBEYAND FAIR ENGINEERS o .. .a... .. q` 9 , DRAWINGS DEC 1993 RECORD D GS c� - I0 �\L - L -- EX2"WL. 7 V \ r d 2" WATER SE LY V ) \ �I EX.2"G.V �\ j \\\ _ fir, T \ r `\\ 1 v I _ 4• wA�TE SEM®LY u I >' ;<:- ,...::: ,-atA;. n NL :<, „m , ��,.... -.r,< <,.:;: _tr ■.ice x xu%. ,,� K. „ « x ?. .. -,- .*�. =ac tdEWVW .. 4 , 'z• ...,. _ ..`5.u"` k+_ -. ..c a .,.s. r , Y a? .. .. .. s. �.. .. a ,. a «... �,... .. _ v . v'S - ._ .b v. . is. b- III - Ste'* s .w `'iY iw_\y a n z �,1121� r, '5' c .. � , : .. `�' �. f. .. ... :-t, S'', I 11 ..a e. -.,%� *ticPV 04 /0 ,�. 38 0 of 8 C ,.��w�,,.ax � �. 1. ..* .ax .¢". '%=..'.-. ,F< ,. ...+.,. v?hr.sv-... "3 .:,,.. t„"... :#s- J ,if �-.:.r+' I rM �4¢ ._ s'" „ ,a. ._. i .F ... ..� . ,. ..,., ,. ,... a, �:w<...� ,... .. `�,� .�,a. t ,.. .. ..�. r� � .`7. .. ,. .,< ... �. ,.,<.. s Viz- �z v�. . .....fit - . -,. E ,.t,. W, ,- :< , _!. �. . w..r . ,,.. r.- ... as .. _ a .. a .. . _�... ., 'c-i.�. .. .. .... .u. ::,. . �a�,`, - "Z ,=..r",`� . cw a ,., r .,, � ... ;r*. _ __._m.__ .-_--._._- -- OHP OHP OHP ,� sr.,.a; . .r / CONTRACTOR TO VERIFY ' CONTRACTOR TO VERIFY _ ..-.. _ J / / QI AND ADJUST 2" F.M. PRIOR SAND ADJUST W.L. PRIOR TO _ _ _ _ - _ M _ _ tl _ _ RIM:82.19 ` '\ o W dr 1 �° _INV 11:� 77.35 J SS-05 CONSTRUCTION OF STORM , F• TO CONSTRUCTION OF COS ti,` I INV OUT:7t:25 N RIM:83.44SYSTEM SYSTEM W STORM I I I INV IN: 79.05 W I s , -: / �e INV OUT:78.95� I / - PV _ / EXISTING 2" SCH 80 C _ - _ _ HAMILTON ENGINEERING I SANITARY FM PROVIDED BY i RECORD DRAWINGS DATED I 712112006 I I 0. 6 k.- - - ___7_ i I PASCO COUNTY FIRE NOTES: 1. THE CONTRACTOR WHO INSTALLS THE UNDERGROUND PIPING FROM THE POINT OF SERVICE IS RESPONSIBLE FOR COMPLETING THE INSTALLATION TO THE ABOVEGROUND CONNECTION FLANGE, WHICH IN THIS CHAPTER IS NO MORE THAN 1-FOOT ABOVE THE FINISHED FLOOR, BEFORE COMPLETING THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING DOCUMENT. ABOVEGROUND CONTRACTORS MAY NOT COMPLETE THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING DOCUMENT FOR UNDERGROUND PIPING OR PORTIONS THEREOF WHICH HAVE BEEN INSTALLED BY OTHERS. 2. CONTRACTOR SHALL COORDINATE WITH FIRE INSPECTOR FOR REQUESTED INSPECTIONS. 3. FIRE INSPECTOR SHALL INSPECT UNDERGROUND PIPE REFERENCE MARK PRIOR TO THE INSTALLATION OF CORROSION -RETARDING MATERIAL. 4. UNDERGROUND PIPING SHALL HAVE A BEVELED MALE END, PER MANUFACTURE'S SPECIFICATIONS. THE SPIGOT END SHALL BE REFERENCED MARKED TO ENSURE PROPER INSERTION DEPTH. 5. ALL DOCUMENTATION SHALL BE COMPLIANT AS REQUIRED PER NFPA 24:10.I0.1 AND SHALL BE ON -SITE PRIOR TO INSPECTION REQUEST. 6. WHERE PRIVATE FIRE SERVICE MAINS ARE INSTALLED ABOVE GROUND, THEY SHALL BE PROTECTED WITH BOLLARDS OR OTHER MEANS AS APPROVED BY THE AHJ WHEN SUBJECT TO MECHANICAL DAMAGE. 7. PRIVATE FIRE LINES AND HYDRANTS SHALL BE INSTALLED ONLY BY A FLORIDA STATE CERTIFIED FIRE SYSTEM CONTRACTOR 8. ALL PROPOSED FIRE HYDRANTS SHALL BE FLOW TESTED AND COLOR CODED BASED ON FLOW RESULTS. PROPOSED GRADE 82.57± ± 2.5 COVER 8" SANITARY TOP: 80.03 INV.: 79.36 ± 3.5 TOP: 75.85 24" HP STORM INV.: 73.65 CONFLICT "A" PROPOSED GRADE 85.5± ± 1.6 COVER TOP: 83.85 12" HP STORM INV.: 82.85 ± 0.6' 6" SANITARY TOP: 82.16 INV.: 81.68 CONFLICT "C" PROPOSED GRADE 85.5± ± 3.5 COVER 6" SANITARY TOP: 81.95 INV.: 81.45 ± 1.0 TOP: 80.40 18" HP STORM INV.: 78.90 CONFLICT "B" PROPOSED GRADE 82.9± ± 1,28 COVER 6" SANITARY TOP: 81.62 INV.: 81.12 ± 0.9 TOP: 80.20 18" HP STORM INV.: 78.69 CONFLICT "D" Contractor's Responsibilities regarding wet taps two inches and larger shall be as follows: 2" Only: The excavated trench must be dry or the trench will require rock and a pump to be in place. The minimum distance from the face of the valve to the wall of the trench is to be six feet. The County will provide the tapping saddle, corporation stop, stainless steel nipple, and iron body valve. 3" and Larger: The contractor will supply a tapping saddle being epoxy coated, a tapping valve with mechanical joint and the equipment to provide, and conduct a pressure test. County personnel will witness the pressure test which must be at 150 psi for duration of thirty minutes. The contractor is responsible for the excavation before any County personnel will enter an excavated area. If the trench is four feet in depth or deeper, it will require a trench box or sloping, and a ladder according to Occupational Safety and Health Administration (OSHA) standards. The tapping valve will require a blocking device made of suitable material or device. This blocking device or material will be placed under the valve and remain in place until the tap FIRE FLOW REQUIREMENTS: 111,108 SF TYPE 11 B(FBC) TYPE 1 1 (000)(NFPA) TABLE 18.4.5.1.2 REQUIRES 7,000 GPM 75% REDUCTION DUE TO SPRINKLER THEREFORE 1,750 GPM REQUIRED CROSSING NOTE: CONTRACTOR SHALL PROVIDE ALL FITTINGS REQUIRED TO 11 PR VID A M NIMUM 12 OF SEPARATION FOR ALL WAT R 0 E I E MAINS, FIRE LINES, FIRE DEPT. CONNECTION AND FORCE MAIN CROSSINGS. .1cM V J U') O ILL. vJ U _J Cn = _ `r r a CL Z Lu N LV ZD N U > Q I- = O d W U) o O M 3: 12- M Project number 2326 DISTRIBUTION MILESTONE SCHEMATIC DESIGN ERP No. 2 90% CD PROGRESS SET DATE 09/01/23 02/20/24 04/04/24 1\ ADDENDUM 01 03/28/24 L\ REVISIONED FDC & FH LOCATION, REVISED DUMPSTER LOCATION, ADDED 6" SANITARY SERVICE TO COVERED PLAY AREA UTILITY PLAN C6e0 A v y t / cZ ARGO Y - -77 J)' Qcuat�twonrn Fln TrPuck Pa�oo BI- IyiL.....t....r.�. a a f k7eii� �g `+e i 5 �f t� 8.00 20,00 Pasco County Width Track Lock to Lock Time Steering Angle Fixture Fixture Value at 35 psi x No. of Fixtures = Fixture Value Bathtub 8 x = Bedpan washer 10 x = Combination Sink & Tray 3 x = Dental Unit 1 x = Dental Lavatory 2 x = Drinking Fountain - Cooler 1 x = Drinking Fountain - Public 2 x 6 = 12 Kitchen Sink- 1/2" connection 3 x - - 3/4" connection 7 x = Lavatory - 3/8" connection 2 x 75 = 150 1/2" connection 4 x = Laundry Tray -1/2" connection 3 x 1 = 3 - 3/4" connection 7 x = Shower head (shower only) 4 x 1 = 4 Service Sink - 1/2" connection 3 x 7 = 21 - 3/4" connection 7 x = Urinal - Pedestal Flush Valve 10 x = -Wall Flush Valve 10 x 3 = 30 - Trough (2 ft. Unit) 2 1 x = Wash Sink (each set of faucets) 4 x - Water Closet - Flush Valve 10 x 78 - 780 -Tank Type 3 x = Dishwasher - 1/2" connection 5 x = 3/4" connection 10 x = 1" connection 25 x 1 = 25 Washing Machine - 1/2" connection 5 x 2 - 10 3/4" connection 10 x - 1" connection 25 x = Hose connection - 1/2" 6 x = -3/4" 10 x 21 = 210 Hose (50 ft.) -1/2" 6 x = 3/4" 9 x V. 12 x = OHp OHP ---♦ �@ feet Width : 8.00 Track : 8.00 Lock to Lock Time : 6.0 Steering Angle : 31.8 DUMPSTER TRUCK ROUTE It V w, C DOW- 09 cJ In r' ; AL o M s � EM � •zM M 1A " cn c u `o Al A, L W W �to O L r +J J LO 0 � C s i LC� CU (ts 00 04 �L N a N U Q U)—I'- Q o o w w �wi�ii7 V �Wz ouz= F¢ z� 5w Y m?mzmozmyozz°., z F 2 z m ¢ or°- z- �,z zz QZF 'uz m3.a G w z- o i&wa���@3Gi��Gzmn?a� H >z �gaawri, 00= 1 '0Z 1 °u c a 0° ram- a a a o a r q'P fA `�� ♦tea ^,,.: ��m UJ C- Ir Q Z 1 Z O w Q W 0 0 N Z Q� U O N aZW7X W W l F W Q d 1 0 O UJ0 0 N Zl-N3-J < Z Z O Z u N p U J 0 W d J 0 O U) Q z w M w J W ♦ ) \/ J (n J N d' M J 0 _ LL C � U J_ ` r Cn 2 it i } w a z N W N 0 w H v 0 Q dl- W cvn Q O o W M Project number 2326 DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN 09/01/23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 FIRE SERVICE PLAN C6w I OPTIONAL POST POSITION i VFILTI POST (OPTIDNB:2"x O D: PRINCIPLE POST PATTERN 2112"MIN, DIA. W00D; STEEL 1.33 LBS/FT. MIN,) (CANT-ED 20 DEGREES itTOWARDS FLOW) R FABRIC o. FILTER FABRIC'.(IN CONFORMANCE '-' WITH FDOT EROSION &SEDIMENT CONTROL MANUEL) SILT FLOW ELEVATION SECTION TYPE III SILT FENCE I SILT SCREEN BARRIER DETAILS NITS PROPOSED STORMWATER SYSTEM END ^^POND �CONGRETE RIP -RAP TYPICAL SUMP DETAIL NOT TO SCALE 2 @ SLABS OR SIDEWALKS FIN. FLOOR, 4" @ FINISHED FLOOR SLAB OR SIDEWALK 2 MIN: FINISHED GRADE All Letters 1" Series C 1" Spacing Between Lines of Text FTP-20-06 t V X T-6" 2" Radii Y8" Border 1" Series C Legend Color Background Legend and Border Top Bottom Blue White White Black 2" SLABS OR SIDEWALKS 4" @ FINISHED FLOOR FIN. FLOOR, SLAB OR 2 MIN: SIDEWALK � ne AX I-'- DRAINAGE INLET OR SWALE. 1'-V" T-6„ 1.5° All Letters low 6„cL 0 1.5" Series C 12?P 1" Spacing Between Lines of Text 1:5" 1"C 1" �1"C 1.5" fir I I I. DENY I,C 3.25" 11.5 rr3 25" :ram ,. -1 3.1" 5.8" 3.1" -,rn FTP-21-06 1'-61, E T-6" X 2-6" -15„ FTP-22-06 1 C �02" Radii V Border PARKING BY .5"C V X 6" 1" °° 1,5" Series C Legend _ 1" 3 SuppPanel DISABLED - .5"C 1 Radii /s❑ Border pp 1 C Color PERMIT = .5"C 1 1" Series C Legend for the FTP-20-06 1,5" Background ONLY .5"C 1 White Background and FTP-21-06 signs 25' 13", 0 2.5" _I Legend and Border -1.5" Black Legend and Border 12 Top Bottom 3.85" 10.3" 3.85" 2, Blue White MIN, White Black 2" @ SLABS OR SIDEWALKS AREA BETWEEN STRUCTURES 4" @ FINISHED FLOOR 2" C� SLABS OR SIDEWALKS FINISHED FLOOR,. 5' MIN, SLAB OR SIDEWALK 6% MIN: MATCH 4" @ FINISHED FLOOR 6 MAX EXISTING 27. MIN: -- . FINISHED OREDIDEWAOL MAX Xyl 70 SLAB L1)-- FINISHED GRADE EXISTING 1 7 M{ MATCH GRADE \ %\f� /jam /� EXISTING STANDARD GRADING R A D EI NOTE: THESE DETAILS APPLY IN NON -PAVED AREAS WHERE FINISHED GRADING ELEVATIONS ARE AREA OF EMBANKMENT EXISTING NOT PROVIDED ON THE SITE PLAN. GRADE TYPICAL FINISH GRADING DETAILS SAW CUT EXISTING ASPHALT 1.2d TO 1,3d 6,, PROPOSED ch ASPHALT c 0 0 EXIST. BASE` 6t , p PROPOSED STABILIZED SUBGRADE NOTE: CONTRACTOR SHALL MAKE A SMOOTH VERTICAL CUT IN THE EXISTING PAVEMENT AT A DISTANCE NOT LESS THAN 6" FROM THE EXISTING EDGE.. THE EXISTING BASE SHALL BE EXPOSED AND CLEANED TO REMOVE LOOSE PARTICLES. THE EXPOSED LIMEROCK SHALL THEN BE PRIME COATED NOT MORE THAN THREE DAYS PRIOR TO SCHEDULED PAVING. PROPOSED PAVEMENT ABUTMENT DETAIL N.T.S. CONTROL JOINT HANDTOOLED W/ 1/4" RAD OR SAWCUT. 1/3 DEPTH OF SIDEWALK (5' O.C.MAX) OR AS SHOWN ON PLAN N.T.S. Handicap sign(s) may be affixed on permanent structures in lieu of installing on poles. LIGHT BROOMING PERPENDICULAR TO TRAVEL PLAN CONTROL JOINT HANDTOOLED W/1/4" RAD OR SAWCUT. 1/3 DEPTH OF SIDEWALK (5' O,C.MAX) OR AS SHOWN ON PLAN 1/2" EXP. JT, FILLER @ 20' Q.C. 6" X 6" - # 10 W.W.F. OR FIBREMESH 4 p d D CONC. ADDITIVE d vv 11i = Fill I l lh Il ii= 1-= ill COMPACTED SUBGRADE TO 95 % MAX. DENSITY AS PER AASHTO T-99 SECTION NOTES: 1. ALL CONTROL JOINTS SHALL BE HAND TOOLED OR SAW CUT. 2, CONCRETE SHALL BE 3, 000 PSI, 4" THICK (MIN) 3. A MAXIMUM CROSS SLOPE OF 2.0% . 4. CONTROL JOINTS 5' O. C. MAX (OR AS SHOWN) 5. EXPANSION JOINTS 20' O.C. MAX (112" WIDE EXPANSION JOINT MATERIAL W/ 114" REVEAL AND SEALANT( CONCRETE SIDEWALK DETAIL N.T.S. CURBS: 1/2" EXPANSION EXPANSION JOINTS ABUTTING SIDEWALKS, STRUCTURES, MATERIAL RETURNS, RAMPS AND AT MAX SO' INTERVALS UNLESS APPROVED OTHERWISE BY ENGINEER & LOCAL ROAD d/4 TO d/3 AUTHORITY. CONTROL JOINTS SHALL MATCH ADJACENT SIDEWALK, e p d OR AT MAX 10' INTERVALS. Q < a a SIDEWALKS:. d EXPANSIONS JOINTS ABUTTING CURBS, STRUCTURES, CHANGES IN CROSS-SECTION, OR ALIGNED WITH d ADJACENT SURFACES, OR AT MAX 30' INTERVAL. CONTRACTION (CONTROL) JOINT CONTROL JOINTS SHALL MATCH ADJACENT FEATURES OR INTERVAL SHALL BE MAX OF 2xWIDTH. CONSTRUCTION (BUTT) JOINTS SHALL BE USED 1'.Zd TO 1.3d WHENEVER PLACEMENT OF CONCRETE IS STOPPED 1/4- RAD FOR MORE THAN 30 MINUTES. 4. THICKEN EDGE AS SHOWN WHEN d IS GREATER THAN 4, 4-INCHES: 'n d p SLABS WILL REQUIRE KEYWAY OR DOWELS TO MAINTAIN ALIGNMENT AT BUTT JOINTS. SEE TYPICAL SECTION. CONCRETE JOINT DETAILS N.T.S. d d. d 6d TO 1Od CONSTRUCTION JOINT 1.2d TO 1.3d 6d TO I Od EXPANSION JOINT JOINT SPACING 1/4" RAID. I 6d TO 10d 1.2d TO 1:3d SIDEWALK OR PVMT EDGE CONCRETE TO BE SCORED BY EDGING TOOL TO 6" 1/2" RAD, SIMULATE CURBING. D p d ° P'. p D C P P 4"TYP° 3,000 PSI \ /\ CONCRETE WITH / e FIBERMESH COMPACTED SUBGRADE PER GEOTECHNICAL ref/ SPECIFICATIONS. 6„ 6' y_JI INTEGRAL CONCRETE CURB AND SIDEWALK N.T.S. 6" ASPHALTIC CONCRETE 6" I SURFACE COURSE FINISH[ GRADE LBASE BOURSE COMPACTED TO 98% MIN. DENSITY PER FM 5-521 SUBBASE COMPACTED TO 98% MIN. DENSITY PER FM5-521 STRUCTURAL PAVEMENT NOTES: HEAVY DUTY PAVEMENT (DRIVE ISLES & ENTRY ROAD): 1 " (SP 9.5) 1.0 X 0.44 = 0,44 2" (SP 12.5) 2.0 X 0.44 = 0.88 10" CRUSHED CONC, (LBR 100) 10 X 0.15 = 1.50' 12" STABILIZED SUBGRADELLBR 40) 12 X 0.08 = 0.96 SN = 3.78 LIGHT DUTY PAVEMENT (PARKING SPACES): 2 " (SP 9.5) 2.0 X 0.44 = 0.88 6" CRUSHED CONC. (LBR 100) 6 X 0.15 - 0.90 12" STABILIZED SUBGRADELBR 4D) 12 X 0.08 = 0.96 = BASE MATERIAL NOTE., SN 2.74 CRUSHED CONCRETE SHALL MEET THE PASCO COUNTY SPECIFICATIONS. CONSTRUCTION NOTE., CONTRACTOR TO BE FAMILIAR WITH AND CONSTRUCT THE SITE PARKING LOTS, DRIVEWAYS AND PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING SERVICE REPORT. IF CLAY SOILS ARE FOUND WITH 1N 2 FEET BELOW THE BOTTOM OF THE BASE, THE CONTRACTOR SHALL OVER -EXCAVATE AND PROVIDE 2' OF CLEAN SAND UNDER THE ROADWAY BASE MATERIAL WITH THE PARKING LOTS, DRIVE ISLES, ETC.. CLEAN SANDS SHALL CONSIST OF SANDS WITH LESS THEN 5% FINE CONTENT (SP); TYPICAL STANDARD PAVEMENT STRUCTURE N.T.S. II 1 a I I I=1 L _I 11-i i� l Flow PLAN TYPE Ill SILT FENCE ELEVATION BARRIERS FOR SWALES \ `-TYPE III SILT FENCE 7 f\aW r X\, Flow i PLAN BARRIERS FOR SLOPES TYPE Ill SILT FENCE w- ^ry Pit Volume Is Below The Inlet Elevation Or The Outlet Elevaton,: Whichever is Lower. SECTION B-B Approach .Len... th e Cover Per Aggregate Index No, 205 Filter fabric 4" Min. TRANSITION DETAIL �. �ftiter Fabric. SECTION A -A 1:4 wee eo se ese ♦+ass ♦s e♦e♦eo ♦ ♦♦ ooe♦se s s � 1 ALL EROSION CONTROL METHODS SHALL MEET THE To Be Stabilized. As Required REQUIREMENTS OF THE FLORIDA EROSION AND SEDIMENT CONTROL Based On. :Flow And Grade. MANUAL. 6" DIA. SCH. 40 STEEL PIPE, GROUND SMOOTH, FILL w/CONCRETE AND DOME TOP. PAINT EVERYTHING ABOVE GRADE w/ TRAFFIC YELLOW PAINT. FINISH GRADE CONCRETE ENCASEMENT MIN. DIA. 3' 6" BOLLARD DETAIL N.T.S. cu `try 2 z 'm3a;oHm�ab5��,3 a�z �Z Z a z r Q��UE A o a z two aZda°��N°",�wo�< u�ouo5�a3wz�aGa�'�ao _ lV 01 > a" Q zz o Wad 0 0 N zQ10(00 1 z 0 M 't 0 W F Q 1 O O J 0 0 0 ( I N Z N 3� N Q ZZ°Z�NXO J 0 L n J O O ♦_ V I- W W ..J W ♦ ) V '�.., J CV d- M LL C-) (f) _ LU a. W z :3N W rl V > Q O o F=-- W cn Q C:� CL M Project number 2326 DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN 09//01/23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 SITE DETAILS CTO 1599CGPB APPROX. DRAIN AREA = 81.25 SQ IN APPROX. WEIGHT WITH FRAME = 51.05 LBS 3.81 206 16.56 .ONWPOLLUTE O NSTOWATERWAYS 16.56 16.25 NY PLAST 38 - 16.13 ----►I DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DRAWN BY EBC MATERIAL 3130 VERONA AVE DIMENSIONS ARE IN INCHES THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT QUALITY: FRAME SMALL CONFORM TO ASTM A536 GRADE 70-50-05 DUCTILE IRON FRAME BUFORD, GA 30518 PHN (770) 932-2443 OR POSSESSION OF THIS PRINT DOES NOT CONFER, PAINT: FRAME IS FURNISHED WITH A BLACK PAINT TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 3.7.06 BRONZE GRATE & �7 ` FAX (770) 932.2490 to last SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY TECHNICAL INFORMATION SHOWN HEREIN V ✓ www.nyloplast-us.com REVISED BY EBC PROJECT NOJNAME TITLE ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF REPRODUCTION OF THIS PRINT OR ANY INFORMATION JUSTICE, 28 CFR PART 36. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.13.10 15 IN BRONZE GRATE ASSEMBLY LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DWG SIZE A I SCALE 1r8' SHEET 10F1 I DWG NO. 7001-110=210 REV C S FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 7001-110-129 PERMISSION FROM NYLOPLAST. W010NYLOPiAST A B G D 10" 8" 6.00 9.00 12' 8" 12.00 9.00 12" 10" 6.00 10.00 15" a. 1 B.50 9.00 15' 10, 12.50 10.00 15' 12" 6,50 18, 8" 25:50 9.00 18, 10, 19.50 10.00 18, 12" 13.50 11:50 18' 15" 7.00 24" 8' 36.50 9.00 24' 10" 30.50 10.00 24' 12" 24.50 11D0 24' 15" 18.00 12.00 24" is, 11.00 30, 8" 46.50 9.00 30, 10" 40.50 10.00 30" 12" 34.50 11.50 30' 15" 28.00 12.00 30' 18' 21.00 1 14.50 30, 94, 13.50 NOTE: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY ASSEMBLED SHOWN. CONE STYLE REDU CAP STYLE REDO THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LiCENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN DRAWN BY CIA DATE 2.6.03 I MATERIAL JIM Vt:KUNAAVr BUFORD GA30518 PHN (770) 932.2443 Nylo last FAX (770) 932 2490 www.nyloplast-us.com REVISED BY JJC PROJECT NOJNAME TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 740.13 DRAIN BASIN WITH REDUCER OPTIONS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02010 NYLOPLAST DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110.104 REV E Pavt Wurb Rai InletDitch ■ Ditch 6 Cutter Curb & GutterSad- Temp. DraiPLAN Rook Bags V ABn. Recommended Rock OW-1-1 ags P4RTIAL INLET COMPLETED INLET DITCH BOTTOM INLET P°st PROTECTION AROUND INLETS OR SIMILAR STRUCTURES -- -- u "U ELEVATION Edge ofShodder, SYNTHETIC BALES OR BALE Grade Varies TYPE BARRIERS FOR PAVED DITCHES OX Grade, Length Varies Woven Fiter Fabric In Absence Of /Saw� Established Gross (*prox.l2'xl2'). Seca" Edges By Entrenching AndSmndbogs Extend /ter er Bagsand Bales. FabrlaStiaNAleet The Rsquksmsnts Ol'A section 985 O/ Its Standard ..........s tectkan Toe Of Slope At Toe Of Shp* Ditch Bottom, t}) Grab Vwkes j SECTION AA �� Note: • • i PLAN PLAN Where the slope length exceeds 25 feet construct one row of bale barriers of OX /onglturnol gads midway up slope. Construct two rows of bale ELEVATION 1 O t t barriers where the shape length exceeds 50 feet AM, Recommended - ALONG FILL SLOPE Anchor Top Bales To Lower Boles With Recommended takes' Per Bale. 1' s # ELEVATION ELEVATION TYPE II TYPE I ■ .� SYNTHETIC BALES OR BALE TYPE BARRIERS FOR UNPAVED DITCHES �. 50'[M Centers (Typ.) As Requked NOTES FOR SYNTHETIC BALES OR BALE TYPE BARRIERS 1. Type I and II Synthetic Barrier ahoufd be spaced in accordance with Chart 1, Sheet L PLAN PLAN 2. Balsa shaNbe anchored with 2-1" x 2" for I" d1b.) x 4' wood stakes. Stakes of other meterldar shape Natural Overlap £nds 61 Afh provf� equLpm ivalent t pr It approved by the Engineer. Stakes otter than wood shoNbs remooject Ground FlNShpe FINS/ope J. Rat and posts shabe 2" xletion of 4" wood. Other m°terkaks provking equnvki/ent strength may be used If gpproved by the Engineer. ELEVATION ELEVATION 4, Adjacent bass shaVbe butted firmry together, TO BE USED WH WHERE THE NATURAL CROINVO TO BE USED WHERE THE NATURAL GROUND SLOPES TOWARDTHE TOE AT SLLN�SLOPES AWAY FROAf THE TOE OF SLOPE S. Where used In conjunction with aft fence, bps shafbe placed on the ugnatroam side of the fence. AT TOE OF SLOPE B. Bales to be paid for under the contract unit price for Synthatlo Bolas. LF. The unit price shalkickids th BARRIERS FOR FILL SLOPES e cost of filter W/o for Type I and 17 Barrier. Sandbags shaMbs paid for wider the unit price for Sandbdgghg, CY. Rock boom to be paid for under the contract udt price for Rock Bags, £A. REVISIONS 2010 Interim Design Standard o e meet nor. UN I ne an I It I am 101/011101200 air s TEMPORARY FRasrON ANC SEDIMENT CONTROL I1dQ2 Pr&rofph Post Position iCanted 20•Toward Flaw) Past Options, Post Options: Softwood 2y" Dia. oar Positions Softwood 4" Did. Softwood 2"x4" Opt/onaiP t Po Hon 20• Softwood 4'x4' Hardwood Plr" x 1j11" ' ( Hardwood 3 Die, Steefl.33 bs.lft. Aft I Steedl.33 bs.rft. ANn. I 8' Max k � a Principle Post - Position (Canted Poitry Mesh (20 Go. Min.) tbnolPoat Hone 10' Towed Fhw) Or Type A Ponce Fabric: ?0■ (Index Ain. $01 & Section 550 2` FOOT Spec.) 10' Alax. I ) Fiter Fabric: I I Poultry Dish (In Conformance With I / Or Type A Sect. 985 FOOT Spec.) I I Fiter FaBria I Fence Fabric 111 I I I Silt flow oil I I I i� 1 I I I ( I 1 I With Sect 985F#tor Fabric �F00T Spec.) I I I Filter Fabric I I rV \ r -------- ------- Lr"-'-'-\ k.i t h I I I I I I sot Flo ELEVATION SECTION II I TYPE III SILT FENCE----�-� ll�t II II sot Fence L1 ELEVATION U SECTION TYPE IV SILT FENCE �'- Stormwater Runoff 3 ♦ " Post Post 1 r Sit Fence Protection In t Ditches With Intermittent Flow rho Post Of The Other Fence Ase 7b@ End Post Of line Fence Shown. ir Rotate Both Posts At Least180 Degrees In A ` Cbakwiae Dbecthn To Create A Tight SedWith ; The Fabric Nctarld Sit Fence Drive Both Posts InGround fo The Grod And Bury Flap. Silt Fence Protection Around Ditch Bottom Inlets SIL T FENCE APPLICATIONS PLAN VIEW NOTES FOR SILT FENCES JOINING TWO SILT FENCES 1. Type III Silt Fence to be used at most locations. Where used ki Ditches, the spacing for 4. Where used as slope protection, Sit Fence is to be constructed on OX hngitu liaigrade to Type III Sit fence &Wbo la accordance with (hart J, Sheet L ovoid channoltzirig runoff along the length of the fence. 2. Type IV SNt Fence to be used where large sedWwt hods ore artklpated. Suggested Los 5. Sit Fence to be paid for under the contract wilt price for SeaGnent Bader, (LF). is where fllskpo Is 1,2 or steeper and length of sops exceeds 25 feet. Avoid use where the detained water may back into travolk nes or off the right of way. J. Do not construct aft lance$ across permanent Rowing watercourses. Sit lances are to be of upland location& and turbkity barriers used at permanent bodes of water. REVISIONS 2010Interim Design Standard 'z, seas No. I roe I K I MMMAMa 01101/10 30t3 usiaeiro I 1es F"Rea ear Mn, ■ens ti (rase TEMPORARY EROSION AND SEDIMENT CONTROL 1d02 YA" VWShsothed EAW Stee/Cob/e ft Did. Foam oN$oNd (8" Di Foam Flotation17bePer f9800 Lbs. Breaking Strength) With Equiv,) bar. Per Ft. Caged CeNSoild Farm Flotationnc Ga/va*ad Con lectors (Too/Free Y) Buoyancy) (12 be. (B" D/a. EgWv.) (12 Nos. Per Ft &koyancy) Disconnect) POW. Rape Stetted PVC Connector Plea o` fOi00 Ala. Breaking Strong A(etalCoilar Reinforced) �OrMylon ate Llm " IB Dr NylonRekiforasd PVC Fabric (300 Calvallzed Choir w psi Test) PVC Fabric (300 pa(Tsat) ,, © Da =5' Std. fSkn a Pme/For Depths 5' or Less). With Lacing Grommets e D: -" Std. t4dkMnalpanel Far Depths > 57. Curtain To Reach bottom to To Depths of 10 Fast. Two (2) Panel* To Be Used For Depths Greater Than --- -_-- TYPE II 10 Feet Lailess SpecialDepth Curtains Are SpealFicaffy TYPE I C 40d For In The Pkxis Or As Determkwd BY The Engineer. NOTICE+ COAOPOAENTS OF TYPES I AND Lr 10Y BE SDdLAR OR IDENTICAL TO PRDIMETARY DESIGMS ANY INFRINGEMENT ON THE PREPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SLOSTITUTIOBVS FOR TYPES I AND 11 SMALL BE AS APPROVED BY THE E NGIAIER. FLOATING TURBIDITY BARRIERS SNB f ^^ seal Toe Of Skps 11 I ill Shore LL7e Causeway "•^- ^^-^ �,f/ G&n7ta Of Construction- Post (Options: 2'x4' Dr 2%" A47 Dla, Wood; Stee/1.33 Lbsl.-t. AHii.I 8' wax. -it - - - - - - - - U----- STAKED TURBIDITY BARRIER lk tkn& - - Shore TixbNfy Barriers Of Construction Line _ Notes: 1. Tubidty barriers ore to be used in aNperm°nent bodes of water 1� 01 f7r 100' Note: Turbidly harts for flowing and may be suit regardless of water depth. al T71Pk cams ns of typos s floobhg, or staked types ar any combknat/ona of types that wf/sult site any 2. Mx»ber and sPoc&'ng of anchors dapendenE on arrest vahcit/ea. �... I condtians and meet erosion controland water quafty requirement&. The barrier type(l wffho at the Contractor's onHon otherwise J. Dep oymen# of barNer owrd pia bastion& may vary to acaommodcts • • i • • theepa It wNb spsalped kr the plans, however payment wflbe under the pay Item(s) s, canatr&athn operations. Curiert . _. setr%fehed in the piano for Fhct&ig Turbidly Barter andlor Staked Tabidty Barker. Pa&tor kn staked truWdty bailers to be knstoNed in 4. Navigation may require sagmentkig barrier dwft construction operations. ` vertkolpoaiHon unbar otherwlae drected by the Engknssr. S. For additio idinfamatkn sea Section 104 of the standard Specifications. I t Structure ANgrnnen \ • e e • GENERAL NOTES L Floating ttrWdlty barriers are to be pad for under the contract wit price for Flaatkng Tab/dty Barrier, LF. TURBIDITY BARRIER APPLICATIONS 2. Staked turbpdty barriers are to be paid for wider the contract unit price for Staked Turbkrty Barrier, LF. ti• z 85 0 F- 80 Li L1i 75 III 0 z 085 I- �Q J 80 Ld 75 z 85 0 I- } 80 Ld Ld 75 ROPERTY LINE LIMITS GP 9W PAVED RGAD FFEN, CE EXISTING GRADE E2. MATCH EXISTING 0+00 1 +00 CROSS SECTION A ALL SOD IS TO BE STAKED AS NECESSARY TO C5 PREVENT DISPLACEMENT SILT 0+00 1 +00 CROSS SECTION B ALL SOD IS TO BE STAKED AS NECESSARY TO C5.4 PREVENT DISPLACEMENT LPROPERTY LINE PROPOSED "D" CURB (FLUSH) -EXIST NG GRADE 8' SIDEWALK i EXISTING A PHAL ROAD f 0+00 1 +00 CRO S SECTIONC * ALL SOD IS TO BE STAKED AS NECESSARY TO C5.4 PREVENT DISPLACEMENT 116 85 7r V 80 Ld 75 Li 1 +50 z 850 Q 8O LLJJ Li -� 75 1+50 SAW GUT _\ EXISTING ASPHALT 6,+ 1.2d TO 1.3d PROPOSED p ASPHALT n. EXIST. BASE PROPOSED STABILIZED SUBGRADE NOTE. - CONTRACTOR SHALL MAKE A SMOOTH VERTICAL CUT /N THE EXISTING PAVEMENT AT A DISTANCE NOT LESS THAN 6" FROM THE EXISTING EDGE. THE EXISTING BASE SHALL BE EXPOSED AND CLEANED TO REMOVE LOOSE PARTICLES. THE EXPOSED LIMEROCK SHALL THEN BE PRIME COATED NOT MORE THAN THREE DAYS PRIOR TO SCHEDULED PAVING. PROPOSED PAVEMENT ABUTMENT DETAIL N.T.S. n" low- W � r CN U AL V Q CM SF_ n e� � F_ Q U �z c _ Cn 4y {n E u o air �% Y air to o s ewe L U? Cj c s C14 C c) 3: CV r Y U CU CU 3 a C14 r-04 W eM- Cn�<C goo zaNm Zo J o3 a� z ,. fil9 - S 0 o 0 z oo z er r a a z � uz � m � C� o�oZ¢KOM;i0 �-oUa it-Zns Noawaoox 5a )-„ui N� IL cC) S➢ _ e I cg LL4 : tsr tCg ,0 -if ® , I< 0, cs"6, O Z 0 ■ WoQW 00f0N QX0 0 1 0 Ozw OI Ina �QI-< 000 0 D 0 2 0 N 0 0. X I N s N �: _J Z Z N LLI z L P" o 0 J 0 IL (L nJ 0 0 t= L) ce. laaaas .•m� W W uJ W v J _J -� L0 M O U T� i r Cl) `0 C ) _ TMI . T � II CL Z LU W L N w C) O Q u r W u Q O 07 Rom A Project number 2326 DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN 09/01/23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 F jf `[ I SITE DETAILS C`7el NOTES: Min. spacing ..- _ 2" (T� 1' S' jrye 2" 2h� 2' 4" 7, Critical'Root Zohe• Extends in all directions ° ✓ Past Q v r. 'ri`,. , ,. from trunk of tree to a distance equal to one foot per �'�•J/� f I- L 1. 4 inch of trunk diameter at breast height Tree m a 3'-0" Precast a 1 Protection of 3'-4" f-f-P 4 I 2 Staging, storage, dumping, washing and operation of See Note 1 �.` ✓rl Barrier o v _ NOTES: equipment is not permitted within: the limits of the tree X" X \ See Note 4� 1, Steel Grates are required on inlets with traversable I protection barrier, including during barrier installation. Q ( 1. ,Jg-- slots and on Inlets where bicycle traffic is anticipated. ti t 1 � t 'il � 3. Install all tree protection prior to commencement of -„ ! ,_ „ / \ / / - �-- Critical Root - ,+,: 2. Cast Iron Grates are not permitted on Inlet Type. D.- Past (2 x 4 NOmrna @ 4. 0. O.C. Typ:,) ,w_ .T._ canstructron and remove when directed by the Engineer- Zone °r - �..7s„. 2 flyg 3 5r'.(TYp 1 2" 2'/z' (TyR.) 0 f Matntarn protection at all times.. - - 6" Precast (Typ.) I a 8" C-1 P (Tye) Straight Bars 2" z VV 4, For closely spaced groups of trees, place the tree Tree Protection Barrier S!a/offset/ [erti n barrier around the mire sou Tree Trunk Elev Location pro _ o e group, Provide access for Tree Trunk mowing, litter ramOval .. .. 5: Inspect trunk protection and tree quarterly to revert ..and other maintenance w n Reticuhne Bars 1'/a" x �s° A P q Y p - m A A g+rdhng. Adjust bands to allow tree growth as needed. as required,�, ' � ti 6. See plans for any additional requirements or modifications -h. 44 --- L-_' p h -.. f� ;_7: within the tree protection area. PLAN v c I Eyebolt Bands 2" x W (rya) .. Canopy �_\�.�_... �_ -rr - __ 7. Place weather resistant sign every 50 along the barrier, -. ) s• I 2" (T -) 1`-5" (T "J 2" 2 z" (Ty Jam. ' -- PROTECTION BARRIER FOR TREE GROUPINGS 1Va T xP p P III with 6' minimum text height and provide text in English and � protect any portion of 24. (TYPI --��- -�-� -c- ----- Spamsir. Sign abound read ' Keep but Tree Protection Area', canopy that extends.. beyond barrier, unless ... ..._, °�.�2_ ti.11 .,,•�- �I: i� 8. Alternate Tree protection systems approved by the Engineer Critical Root Zone pruning is required. - �_ > �. 1 t �---•-j.� ' may be used in lieu of the tree protection barrier detailed Pruning most be..< C on this Index as long as the critical root zone is protected. su Bruised b a Certlfted a - N. .PLAN Arborist, y ,.. ` B.. a , L -'� 1 Cum a 4 �. 102 9. The Critic i Root Zone may be reduced,i the Field, b. D .. Z' (Ty .).. I P (Typ.) - 2' 2V' (Typ) ( ' I l �--- C 4 a R 0 Y.n ed, Y a Place Burlap /�,'µl), i.- '� M .4? certified Arborist or Landscape Arcfiitert. V - {p Ij� ' ` 0 Between Thef' y u M _ Boards And �J PLAN' Rivets J� 7T2.: ��'� I.. ��.�' j,. I. a .� r Critical Root Zone (See Plans For Barrier Alignment) The Trunk r I �Ji: : E Q L: T 3" Precast ---- -- O' O r ti Q 2/,i° 6' Precast a ' I. i. ,`. (� ' co 54"C-1-.P ay. 611C-1-P RetirulrnE Bar ✓ Band I. SECTION C C Z M Bands (3 Minimum) Eyeboit �. '� Al -'-z Tin„ �. t >... t ' t--u� O �. t �. r �1 b' Minimum Height (See Index. Eyebolt. Reticuhne .Bar N: v �:✓ _.. I425-ooI) o -� B uk or To Lowest Branch ° Bands �'> O r .L_ O _ r - 2 x 4 Boa ds To. 3" CI 3" (Typ.) Form A Continuous - - Cl (Typ_) straight Bay } ✓ O: I n t ( T) 0 I 4 Protect any portion of canopy x Protective Barrier SECTION D-D �"`� that extends beyond barrier; g. '. {------) e'-'---'-'-7.: _ � .f (-_ . j C I 0 (Do NotFasten U•' unless pruning is required. -. • ( .� I 1.(') ("� Pruning : m t e Supervised b a Boards Into Tree) o a C' ( � ¢ : (��'-) C „ I I J ejf. v� S most b. Pe ed y AT DETAIL "1� LC3 _ -€ilia STEEL GRATE DE A ti- i C Certified Arborist. #4 Bar {Approx. 104 lbs. - See Sheet 7 For .:Cast Iron Grates) ...., , ., ..,. t.. - �. ..,.,. , , . ,.. , ,^ *^.... ,N- P Orange Construction Barrier ELEVATION I 4s` ,iSY. Weather Resistant sign c 8 -` 6° I- f r .� 1 (See Note 7) (iy ,..- Secure Barrier To Posts Min' 2'-4" 3"-4" I '"-4' B-4" M v , #4 Bars „ „ I f 1 L '� co To Hold Barrier Taut' N-0' Ctrs: See DETAIL A - ^` 2" X 4' Nominal Boards iy �. ( r✓ Root Pruning Trench, As (See TABLE 1) - N t,y 4. Minimum Barrier Height- ,-.�- p y-+ rE v our Required Per Construction �. i.� (•) E Tree:-- - r� C / Root Pruning Trench, As Tees vnOrccrron Documents .m 1-i , - Required Per Construction AaeA 3 it h CI pipe \ Drainage Structure TABLE Maintain Existing Grade Within m Dpemng (Typ.) Documents - overt (see Index NOTES: TYPE C TYPE E TYPE H TYPE H The Tree Pi Barrier '� a HORIZONTAL WALL REINFORCING SCHEDULE `.'.L 1 i 42S-o01). Apprpx.2351bs.. Approx.465Ibs. (3-Grate In et (4-Grate Inef) - 1. Grate, Concrete Apron, and Sod not Burlap 4. u u �,` / WAGL. SCHEDULE AREA MAX. .SPACING shown on structure detail. Approx. 725 f!?s, Approx. 967 lbs. -` Bands. `O.:s' i.r. n 7 ,., _ '..: DEPTH (1n,'7ft.) BARS. WWF x 2. see sheet 8, 9, and 10 far Concrete < > z G z :o to 4' Minimum Depth I i Apron and Sodded Area details. w a w a o w l'J � Underground Utility 0' - IS' AI2 0.20, i2" 8 LP a vi C Install At Depth Sufficient SECTION A -A Grate z m o u, _ #4 Bars. @ T-0" Cirs, w o w ¢ LL a i 3 a 0 6 m To Mairitain Taut Barrier No, open Trenching Under The NOTES.: I 6 2'-0 6 Precast 6 3-t 6 Precast ` :i o ie p s O > m u m 2 i H w:ri r •w -zm oz x. C1_ ?,n - Critical Root Zone Of The Tree Trenchin Ma Occur -8" 8" - - B" 3'-1" 8" C-1-P --- 9 y 1. Trunk protection may be used when Tree Protection .Barr ter can not be - 2'-0' : C I P `^' '" '�' S z z 65 z m outside of The Critical reasonably erected, when approved b Engineer. a Y 9 ELEVATION Root Zone, See Note 1 y PP -< .SECTION A -A SECTION 8-8 r - 2 See Selective Clearing and Grubbing Plan for location of trunk protection, (Pipe Opening Not Shown) (Pipe. Opening Shown) Ir {_.=.� 1�/z z 4 '^Q. M when applicable I-� o a a ab u _ m � z 3 Adjust bands to allow tree growth. (inspect. quarterly to prevent girdling). DIMENSIONAL AND REINFORCING DETAILS ,,A ;, �' a bi o o O z c o0: zr o TREE PROTECTION BARRIER TRUNK PROTECTION DETAIL s°���oa3G�zmm?a ry. o (Typical Section. ° g s z r= N tail cg. O TYPE C - DIMENSIONAL, REINFORCING, AND STEEL GRATE DETAILS AST IRON GRATE DETAILS a w = A w z LAST z DESCRIPTION: LAST Z DESGRIPTfOfJ: LAST o DESCRIPTION: - NDEx SHEET a o FY 2023-24 NDEX s+eeT o FY 2Q23-24 INDEX 70f14 FY 2023 24 vl t REVISION , REVISION in. REVISION, E SON 3: FDOT . II �C�TTCDI INLET TYPES E AND .. - FDOT Tlft �ItOTETII®P A%T3� �1RSRATg� FDt7T gDIITl1 �TTiTg IIi�TLT TAPS, L), E, TICD7[ DITCH , 11/01,08 a - STANDARD PLANS 110 100 1 Of I l0/01/20 a STANDARD PLANS 425-052' 2 Io/01/20 -' STANDARD PLANS �4215-0521 7 Of 14 9-#4 Tres @ ALTERNATE A NOTES: P-0" OC Max. (See Note 1) _ � #5 Peripheral #4 Ties @ 71-0O.C. 1.: Rotate #4 Bars as required to maintain cover. Reinforcement f 2 Construct the top or riser of the structure according the top / \ - slab to tine "special Top of m details, when the Inside dtametei' \ I of a round structure is not more than T 6" larger than the ro 2 5 1" Precast A ,. A Optional opening in the riser or top slab. - ° ° Sodded Area �- 6 v) s, 5„G T-P� _ TABLE Fi see TABLE z) I Y TABLE 7 �» A �" ; It - See Construction Joint __ ¢`. -, ti sCrg ax.. (tndez425 001 I_... - _- .✓'(.� , _. SOD ONLY SOD AND CONCRETE °„ t Sheet 5 of 6) 1 6 Max. 0, Alternate A slab reinforcing not applicable for Type A, :8,. m 'ram• LL - C,. D & E bitch Bottom TnleCa or Type 5 & V Gutter .Inlets,. I /' ,.- i-, Sodded Acea y -y. L,"�k',._ (see TABLE 61 QUANTITIES y --F APRON QUANTITIES 4 / See Indexes 425 040, 425-041, 425-050, 425-051, and 425-052. \«. '^'�-• r (See Note 7) _ F, \ i - Inlet Sod � � � Inlet Sod Cont. ,.m d•` •, a ('•' a rk. Riser CL Type Riser -- r =G F 3F -A 'F i� � � 6" Precast (7yP:) �, r , � `. '� �. .>y, �' TYPe SY � Type _ -_ Wall Reinforcing . t S'C-.t-P T r 1/1, --_�_.._::. __n.' ._. -- ,__ m #5 Peripheral ---- I (Yp) Straight Bars 2 x /c _'--�� Slot Width ap° P - °A `. �`` -.t. y ®r ��• P Bars A -Snort WayBars A -Snort WaySFa /Offset! e / "? '� ; y., _ ' ..: "' - Srut Width Reinforcement ..:,�qy __.- C 6 . e.....v. s:. _ _ _ _ _ _ _ _:: :-.. E Ev. Location. - _ L � �s _� � h �G k � . - . - ,. , , .. (See EtevafrOn) (See Elevation) I I f'lt 's `'� yR-.. .. =z I D b. <'.:o-.'e ^r . ^i' -o °. O . 4c PLAN SECTIONA A 2-#5 Hoop a RetrcuhnE Bars I f x /m - Vl1 - l/ii E T ,r • �;�, .. - . E 9 0 3. A9 - :Bars 2 La � '. � .. C ., -A � 'V a ° � T® SPECIAL TOP SLAB v � ��1 „>-1.-_��-:��� -�,=f -u Z �. e .. � . �' _ _ _ Splices c u . - _ 2 Additional Bars e 2 Additional Bars B. 1. :-_ � _H � _- �' . .:...> ,., Structure _ n T - a9 51 .Max. O.L. Each 5 Max. D.G. Each ," ... 2 Additional al @O @ a.. . E'"etiolt i ,. .. .. Y Bans 2 x / T -. �� A +t on Bars A@ 5 O.C., .,.. ,. _ to d ... < LYP1 ., Side B Opening I p I Side df Opening emn': - v ': (T pJ p g 1 ..J� r. ♦ # (TYA.J (TYP) �\ ° -, °e..q. Z !„--:� Type A Or Type B Riser (#4 Bars Min.) I �tl _.` - -_ f## Bars Min,l I . _ __ - _T - U U v. ' ti O Per ehdicular Bars A i _ P ( � I � zi (Typ) � - - �` � Y1 V, " � °,.. � � pIN (See section A -A) #5 Hoop Bar' di` I Ck Structure rL Structure ( "-`'� rye', �' p, . , z,:.. y W } d Bottom Bottom-'?e���=i_._.S� .���s �-�"._°. -z- ya .., 1" "A: - o `•' a, ai-` Ditch EJ #.. Hoop Bar J` r t Ditch e-. -?... G Q Ui i - _»- ' - - a- - \`. \ = - ° added Concrete Bottom Concrete Soda Z t o a. � \... c.,,� S X Q. I liJ I � #4 HOOP Bar �•- Fillet -. ,.. r. -�- -� �-- --- •--� � � � \ �: Sodded Bottom Sodded °.. _ O � I La 5 lice Permitted` " . G. a.: ^'r Area Inlet Area 5 «• 3�- Area Apron Lr1et Apron Area ( P P ) _ �G � � �, Grace � � a,a. b .. <:p � - � pp. � OY F # yzr' Preformed°' z 0 J M: 1 'd' Q ( - - -- : .. Grate y JOInF €riles a. ?r Grate Q -_ :-.-,_-_-•---_-. � _ _. I �-�.... -,= � §= Slat Depth ]'-0" v.:.. °Q. r• a ,Fo ' � �,f 111 N f- 'I �. 2- 7 Each Way Placed on Reference xis Bars B-Long WaY Bars 8-ton... Way .....f (TYP.) (See. Note 3J 1-r. :.. ,r' i _ , a : p.. °.Slot (- 1C: F F- flu Q I O Top. of Bars Aand B a[45".. A 9 PLAN Rivets air �- .: U O aJ O. p L structure Bottorff (See ElevaWonJ 2 Additional Bars A ' (See Elevation) : 2 Additional Bars A I @ 5" O C, (#4 Bars Min.) @ 5" O,C. (#4 Bars Min.) �! I -'.- Concrete Apron y, O. J (y- jt \. 3114" Precast Band Y" , -y- - r .:° � t0 0 h 2yc" 6' Precast Paral t TYPE A - ROUND RISER OPENING TYPE B = SQUARE RISER OPENING 5�'' C-f-P' B' C 1-P Ret¢uiine Bar .�. "�' �. ,aw {- N j -J Q (See El Bars B �� �- SECTION G-G - PLAN '< aF l y' 0 0 W ti (See Elevation) PLAN PLAN `.-.-)_ Inlet Structure Inlet structure 2 X (� Top Slab Reinforcement Eyebol[ Reticuhne Bar � L-' a 1 (See Note 2 & 3J (See of x Eyeball SECTION V-V SECTION Y-Y Q LL Bands PLAN � J U PLAN d c 3" Cf. (TYP•) 3" (Typ.) Straight Bar a vd SECTION H-14 - Ditch Ditch bitch Ditch ti.(Type A)or _ Sodded Bottom Sodded Sodded Bottom Sodded Sodded Concrete Bottom Concrete Sodded Sodded Concrete Bottom Concrete Sodded " Cl.eeReinforcement Not m°i q m t (Type B), 3' 1 Riser Horiz. Wah JieiriE. 'a t r Are Inlet Area Area Aron Inlet Aron Area Area A ion In1Et Apron Area 2 ( _ e 2) v, ° w C., (. ) Araa I lE A ea a p P P r ti m �' (See TABLE E _£xtta STEEL GRATE QETAII am m x - #4 $air (Approx. 190 Los, - See Sheet 7 For Cast Iron Grates) f �' #4 Bars @ 12" Both i c -°= #4 Bars @ 72" Both a Grate Top Slab w s. Top Slab ./` .� 6' - y, .Grate , Ways (C-1-P) See- fin, c F`. Ways (C-1-P) See °' rwrc'. Grate Grate' Bars A 3 6 or Table I for .Precast v� .� n Bars A 3' 6 or 4 p Tattle 4 for. Precast m Mrn. /� { �� --+- �L `- ---� --- t: �� =� Slot Depth T O" (TYP�) --- _-� "` +'n Bars B 4 O' a .y Bars B f SIOt---_--� (see Note 3) --" #4 Bars@. o::' f , Toe Wall 7 b" Extra #4's Barn at _.. G" Extra #4 Bars at 'a 1 -0 Ctrs. , ] F' Cl, Pipe Drainage ,, (yp) f - TABLE 2 m O chin f2 Above �' r.. }� Opening (2 Above .n. (Opening {Typ,) , Structure :Inlet Structure " T: Inlet Structure P 9 inlet Structure Inlet Structure 6. (YR.J M. Spacing - � B. ,F @ 3" Min spacing � a '1 --� Jnvert HORIZONTAL WALL REINFORCING SCHEDULE - £ °. a & I Each Side) & ]: Each Side) (See. Index NOTES: ° .,. - -,- `.' \. r SECTION U-LI SECTION W-W SECTION: X•X SECTION Z-Z 4 •- 425-007) ., o, ti J o r_.. /r �° - u. " r WALL AREA MAX.. SPACING 1 Grate, Concrete Apron. and Sod not shown °� m uo ro - SCHEDULE , on structure details. #4 @ 1`-0" Both Ways °� w. -r�. I/ Hprizontai and Vertical w C-1-P 1D' 'la. e w 1 " all Reinforcement ,�i� i` Tr ' DEPTH fin. /fhl BARS WWR �w t. D 1 Se „ _. w.n W SODDING AND PAVEMENT 2. See Street 8; 9, and 20 for Concrete Apron SODDING ONLY Table 1 for Precast ° u. y,a ( (See Table s) -. 0.20 T' &" and 10' Dia, a �� 0 - 6 Al2 I and Sodded Area details, ° i tin a (. r (Slot Shown, Mon -Slot Similar) (Slot Shown„ Non Slot Similar) in �~ L 3'.' CI (Single Layer) or 6 10' Al 0,20 6" 5" 3. Cast Iron Grate !s not permitted. on inlet r sn :a / #4 Bars II" Ctrs. m w t3 2" Ct (Double Layer) @ I {I Type D. ut`^• \,�„_ J �1�2 -'f to horrzontaI Bars �6' t 4'-1" 6' Precast I 6" 3 1' 6" Precast FF==--++ o' 13' : Aa 0.20 4' 3" NOTES. r... F 8" 4' I" 8" C-I-P 8" 3'-t" -. 8" C 1-P (Typ: For Waits) 70 - 15' 85.5 D24 5k" 5" a.. 1. Concrete Apron installed only where called for la the Plans, N, a SECTION E-E SECTION F-F e Bars A Bars B Bottom slab Bars A Bars B Bottom Slab {Pipe Opening Not Shawn) (Pipe Opening SnowN. 2. Sod always required. 11 ELEVATION ELEVATION DIMENSIONAL, AND REINFORCING DETAILS3- :Slots are not permitted on sides with grate seats: M TYPE 1 BOTTOM ALTERNATE A TYPE J BOTTOM - ALTERNATE B DIMENSIONAL AND REINFORCING DETAILS TYPE D - DIMENSIONAL, REINFORCING, AND STEEL GRATE DETAILS tr NON -TRAVERSABLE INLET DETAILS - LAST 2 DESCRIPTION: LAST '$ DESCRIPTION. - - - INDEX SHEET LAST p DESCRIPTION; FY ZO23-24 INDEX SHEET O FY 2023-24 INDEX SHEET _ FY 2023-24 REVISION - REVIsioN REVISION FDDT' DITCH �QTT[42a� I[Ia?LLT TYPES ( ]� lH[ 1FflGlT ` b91[T� 1f 1[ OTT®Ng lliL]G Jll T�'�. L`DIe H F3( �D F+ i 71/01/20 w FOOT STANDARD PLANS S"I ]RiT TUktE ()1 T4 S TYPE AP�TI9 P 425-010 2 of 4 1o/oI/2o W FD STANDARD PLANS 425-052 3 of 14 10/01/20 -- STANDARD PLANS 425-052 8 of 14 d GENERAL NOTES: �--��'.--,,� 4'-0' Pl Brost `° Sodded Area (See TABLE 8) • N I, Work this Index with Specification 425 and Index 425-fidT. Type B Opening m a 4'4' C 1-P _ Type A Opening f -_ BB � 2. Type P standard structure bottoms :are 4'-O'diameter and smaller (Alt. A) and 3'-6' square Riser (Alt, B) W Larger standard structure bottoms are designated Type J, Risers are permitted `° i - .y for all stYUCtures. `_�'Air- w 3. Walls of circular structures (Alt. A) constructed in place may be of brick or reinforcer �- .i_ `!r v- v concrete, Construct precast and rectangular structures (Alt. 8) With reinforced concrete only,- C 6" Precast (Typ.) .:.� ' ' -.. _. • � �% UU 4. Wall thickness and reinforcement are for either reinforced Cast -in -place or precast concrete - - 8" C f-P (Typ.)' 1 - - ,' v_,... " ,•o.:. - . G q.. : '> .y.° units except that precast circular units may be furnished with walls in accordance with S[a /Offset/ - " v. 9 -- • c, ? , o. - -C = TABLE 8. ASTM C476 (See Table 7), �� f. �� £lev Location �: ° Qa CONCRETE APRON .� - �•`. 4 .�. ' �.o Ditch Bottom inlet - • p - ___ _ . ° ." - -r. ° a, , °' AND 500 QUANTITIES LU 5. Top and bottom slab thickness and reinforcement are for precast and cast rn place construction, l s i l =x I' ° et -.:..1r._.d _"o.-_. - h r u. -_< \.: d -Y Use Class. tl concrete, except when Class !V concrete is shown m the Plans (/t _-- '- -' % •"- _ s',,,0 . tr ' N L ° Tom. 1 o: a /Y'%. ' %'.. �. -. `''�/ 500 AND PAVEMENT b. Alt. A or Alt. 8 structure bottoms may be used in conjunction with [urn inlet tops Types ], 2, 3, 4; - •- + p�, rr. , « ,. - a : "1' Inlet Sod Conc: F ///�, ( M 5, 6, 9,. and I0, and an manhole of junction box. Alt. 8 structure bottoms may be used In conjunction in-- '-- "� c -"k 2 n (>f.. 1 r. - Y 1 Y J Straight Bars 2" x i4" ... ' gr � -p•' --� b h °d 5, ° - Type Sy CY with curb inlet Types 7 & B, or any ditch bottom inlet. Structure Bottom' 4 C, ' AA 2 D" _6" o .q n' AA ' w ____ r >E.._,_'3,_ (TYp.I ITYP) : :..v., C 8 0.30 LL 7. Rectangular structures may be rotated as directed by the: Engineer in order to facilitate connections ALTERNATE A - • s •, Y '/ :I `J= D 4 0.3b �� �/"�) between the structure walls and pipes. 2yo' (TY 1. f Eyebolt (TYP.) ReFicuhne Bars. 1 y x /s `a- _ �y:. q , - "Y� �.' .. ° , r".' B. straight v t t ! h a e specifically required. . u Y "" C' Cl. - I « Use q ra ght reinforcement m tap and bottom slabs ,exeep.. when AC. oaks r p. y q ed � � / �� � qe. ..v n ° . `, � �t; � H ]I 0.45 �. Bands 2" x i/(Typ) - _ Type A Opening Type B Opening r � J 4� ��.:.. �-i/ 9. Construct corner Inlets as shown for rectangular structures used with circular risers and inlet threats; �. ���.° . ,.. ° o •, ,. . � -� . - and when used on skew with rectangular risers; inlets, and inlet throaty. Construct fillets in the top Grate Q n Riser. " . 5.,_ !._._i. .� `s- ,.... - an -., t7.. -' .v, v ..,v-e slab of the Alt. A structure bottoms when used with the Type S risers. Reinforce each fillet with two #5 liars. -�--=-- -;_ - �/ o .. °. , « ° . • •a .S]° 3.... . u '`. - NOTES 1 ----y- e"7. "/" Preformed �' C tl °°'^',- ``✓'� ] Concra[e Apron to be installed only .. 7.: will -R �_,. z o a .. - .° �.. o :"V where: called for to :the Plans. to- Units larger than specified standards may be substituted at the contractor's option when these units w 1 s, k , "-, p: Joint not causeor increase the severity OF utility conflicts. furnish such larger units at no additional cost to :" -. '-" '- -` - • -?" - - « o -. �'-'Q° 3 Precast PLAN 2'la" 6' Precast K -r � 2 Sod always regwi'Ed. � Z W the Department Larger Alt A units cannot replace Alt, 8 units without approval of the Engineer. This - i -'`. ■ ■ Note applies to this Index only, t-- I [ I - Concrete Apron =4- W 53"'C_I_P_L ^--"I B C_I_P Y' -?Y `ter'` IV Eyebol[ PLAN �' O fsee index REINFORCEMENT NOTES 0 425-00I r ...-- Eyebo is - , Rivets - Q Q L rotate wall reinforcement in rectangular structures as shown in the WALL REINFORCEMENT - ,;� �-. � < �� B" (Typ,) - _ Band ' SPLICE DETAILS in Index 425-001. �' `� yf �4 Cl (TYP.) Reticuhne Bar r 4 ` #v sa a SECTION K-K Bg a p 2. Provide a minimum 2trlear cover for off reinforcement unless otherwise noted and except for Retiruline Bar r f �. '' �� �..•r p..l Horiz: Wall Reinf, �/'� cy 3'b'drameter ASTM C478 units. � r _ �l yzf .See TABLE 3) Mt in.. . :Bands W Cn O y. 3. Additional bars used to restrain hole formers for precast :structures with grouted pipe connections '��� Structure Bottom 4 -1- :'. straight Bar may be left flush with the hole surface, m '� SECTION L-L r„ R: i ... 4: Cut or fiend reinforcement at pipe openings to ma maintain covet � '^. STEEL GRATE DETAIL _.. .... P.PALTERNATE 8 ,Q ! - Sodded Concrete Ditch Bottom Inlet CAprrete. sodded Sodded Apron Ditch Bottom (islet Coproe[e. Sodded _ ' y, - r' (Approx. 215 lbs. -See Sheet 7 For Cast Iron.. Grates) � Area Apron Varies Apron Area Area Apron Varies Apron Area i {, 5. Remove exposed ends of reinforcing at :recast pipe openings pand grouted Joints to I" below the #4 Bar s: @ i ] z Cf. Pipe, t - Project IlUR1il6P p 4 A P PTYPE J ¢ C#4 Bars IO" Ctrs. opening (TYp:J concrete surface and seal withaType f Epoxy meeting the requirement's of Specification 926 m @ 1 0" Ctrs. t r .rate Grate 3 y,- \ Drainage structure G I Invert (see Index TABLE 3 r a-= x _i r'• 425 OOi) _A.n. La6 Equivalent area darn o deformed wire reinforcement may be substituted in accordance _ ... a'�"T?- ,__. �.. ui.. 6. g a e sin r rmed r m y ,T- °' �� f HORIZONTAL WALL REINFORCING SCHEDULE with fad- 425-001. n u 71�1�' !�.2- i' :1Toe Wall (Typ,) °. • %,• ;:c "' 1v :. t+r %7lTY / ' WALL DUE AREA MAX. SPACING NOTES: -• -^'d , N DEPTH SCHE ..L (In.vlftJ BARS WWR 1...Grate, Concrete Apron, and Sad hat ° � /''. :: DISTRIBUTION Shown on structure detail. Vi _ ¢ b (Typ.) t0 TABLE OF CONTENTS: o s Al2 0 20 2' B' " MILESTONE C C�-h 1 4. #4 Bars g P-O" Ctrs-. 2. seen Sheet B, d and e for Concrete. MILESTONE DATE o � o' 75 A6 020 6' 5" Apron and Sodded Area details. � -.� � , Sheet Description '�\ j fi" 3' 0 b" Precast 6" 6" Precast """"'111 U - s„ - , structure Bottom . .r '6• ���------- Inlet Walf Inlet Wall i General Notes and Contents 1 8" -9" 8" C-1-P B" 4'-6" B" C_E-P 5' - 10' B5.5 D2C 5yx" 5" a SCHEMATIC DESIGN 09/01/23 a,,a,rf SECTION I-1 SECTION J-7 10 - 15 C6s 0.37 6i%' 6 SECTION AA -AA SECTION 88-BB EI P j�f0, 2 (j7/�0( 4 o. m 2 Dimensional and Reinforcing Details cN - -LL (Pipe Opening Not BnOwn) - gplpe Opening Shown) p 2 3 Tables I, 2_9, and 4 iv 90% CD PROGRESS SET 04/04124 a 4 Tables 5 olio 6 _. -.. g n ALTERNATE A ALTERNATE 8 DIMENSIONAL AND REINFORCING DETAILS ,u a TYPE P TYPE E - DIMENSIONAL, REINFORCINGi AND STEEL GRATE DETAILS TRAVERSABLE INLET WITHOUT SLOT DE' 0 2 DESCRIPTION:. c LkST Z DESCRIPTION: - LAST n DESCRIPTION; _ 2 -24 LAST O 2 INDEX SHEET oo FY 2023-24 INDEX SHEET EVI ION FY 023 BE 5. - c -.3: 4 FY 2IJ23 24 REVISION u, REVISION T R s €DOT DITCHBOTTOM INLET TYPES C, 1D, L+ , AI�TICD g; FDOT ][I[T�[ BOTTOM INLET TYPES C, ID, E,➢ FDOTT STRUCTURE BOTTOMS TYPE A Io/o1j20 � � 425 052 4 of 14 .�- STANDARD PLANS 11101/20 a+-- STANDARD PLANS 425 010 i of 4 �^ - " STANDARD PLANS Io/ol/20 a 425-052 9 ti L T L Q M O SITE DETAILS .o U U .. C762 d Q �CC IAT Y � w ta F ,p =e Ditch Bottom Inlet V 9 h. 2' 0" A r (TypJ (7YP 1 y'" ar { f Ail �P v _; Grate k � ':'/i Preformed �pmt Filler d � � � 4 � ro= X f ac - Concrete Apron xF... TABLE 9 CONCRETE APRON AND SOD QUANTITIES SINGLE SLOT Mile Sod COIIC. TXPe SY CY LEE CC)c 2 0:77 LE D 14 0,97 -E� 74 091 H I FF IDD y r :,y Ditch Bottom Inlet* x2 (Typ.). f. V . F y- `L Grate sF a .y �'/z' Preformed Joint Filler ' Concrete Apron - a TABLE 10 CONCRETE APRON AND SOD QUANTITIES '. SLOT Inlet Sod Cone: Type Sy CY ..:. • C 76 0.93 D 19 1.10 E 1&1,08 H i. tr Sodded Ditch Bottom Inlet Concrete Sodded Sodded Ditch Bottom lm'ee Sodded Area 3'-0" 4" Varies Apron Area Area 3-0" 4" Varies 4". 3-0" Area — Grate V Grate.. ... .. - Toe Wall ,.. .,.,• YP) 0 7 f 3, a 7 slot 7 Slot � Depth 'See DETAIL "$" f fn Depth Inlet Wall Inlet Wall SECTION CC -CC SECTION EE-EE SINGLE SLOT DOUBLE SLOT ,c„ T : 6(ypJ Ditch Ditch SoddedConcreteBottom 1nlef concrete e concrete Sod ed Concrete Bottom Concrete Sodded Grate te i Varies 5rde a Area Apron Aron A r n Ared Aran 1 let A rn Area , — . �.. Grath Grate. : -,. ,. .. Toe W q T all Re uier d I { ,• :...a.---�:.. n ,- �> `^--- ,. _ ..;, �I a ' .� Paved or Unpaved Ditches) X rva -. /• , " 7" De e t Depth Slo". �h, �. i x , P � '� NOTE: 6"(Typ.), Inlet Wall Inlet Wall Sod always required. Structure SECTION DO -OD SECTION FF-FF DETAIL "B" TRAVERSABLE INLET WITH SLOT DETAILS LAST D DESCRIPTION: 1 HEET REVISION vs FY 202324 N FDOTOO DITCH BOTTOM INLET TYPES C; YD, E, AI�TICD I 10/07120 STANDARD PLANS�425-052� INDEX 10Sof 14 New Cancfete Apron Existing inlet [�" II /— Existing ruler 1J II New Concrete Apron JJ 4 Existing Inlet g Walt to be �� Removed °v -F r . New Slat � v yq In a Existing Slot a M1�Q .y ee °n de `,�G GG HH HH PLAN Concrete Concrete Apron Varies Apron Existing Inlet New 7" Slot Depth Existing Cast Iron Grate (See Note 1) to be Removed Existing pitch Bottom Existing Ditch Bottom Toe Wall (Tyinj See /Vote 2 4 '° See DETAIL "B" (Sheet 10) See DETAIL"[' Existing Inlet LAsT REVISION 10I01 j20 JJ { II PLAN SECTION GG-GG - SECTION HH-HH WITHOUT SLOT WITH SLOT" SECTION 11-II SECTION -JJ-JJ FY 2023 24 FD T O ..�►-- STANDARD PLANS New Concrete Apron ,� I NN Existing Inlet �KK c b '� a f �1:9... G V: Ya a'J 9• R'O \ Existing Inlet Wall to be ed Removed (New Slat) ° " KJ sting Cast Iron Grate (See Note 1) Existing Ditch Bottom New 7" Slot Depth 3'-0 4` Grate — - _ I�} NOTES: r� • s ; a P Replace existing Cast iron grate with steel grate Replace existing steel grate when called for M P to ,c in the plans or as directed by the Engineer. G•; a Z, Remove existing. wall to this fine (exposed F---! rebar in pavement zone may be either 3" 4' removed or embedded) 3 Single Slot shown, Double Slats symmetrical Existing Inlet 1-.--e about the Intet :centerline, DETAIL "C" CASE 1 - ADD TRAVERSABLE SLOTS TO EXISTING INLETS INDEX SHEET DITCH BOTTOM INLET TYPES C, D, E, AND H 1425-052� 11 of 14 New Con, �LL rete Apron I NN I MM c ':•� q Existing Slot v a z �c O o p C a �, a •, a P tee° v Inlet LA PLAN PLAN Break Angie Not Concrete Concrete to Exceed 3° (1 4) Concrete Concrete Apron Varies Apron - Apron Varies Apron ExCast Iron Grate (See. Note ) Existing Ditch Bottom Existing Cast Iron Grate (See Note 1) Tf — Existing Inlet --. Existing Inlet 1 1 1 w y '^ -'- to be Removed Existing Slot a c y- Removed Portion to be Removed ` 7T�— . .... Grate m � =°. .:. ._. --.:. ..,__---:. --._ �/ m`. v°ii � (See Note 2) Existing Ditch Bottom { a, Bottom of -, - Grate y r Transation Ditch " "--- -•-- _�"`— _L-L�7 -- ,_°• .< - i New 7' Slot °` New 7" S!o[ ✓ .a "p • See :Note 3 , p° b„?.. Depth �. ,n.:�, Hey>a� Depth ! See DETAIL See (See Sheet Ill Note 4 j See Note NX Poll Existing Inlet !T Existing Inlet SECTION KK-KK SECTION LL-LL WITHOUT SLOT WITH SLOT Concrete Concrete Concrete Concrete Apron Varies Apron Apron Varies Apron NOTES; ] Existing cast iron grate to be replaced with steel grate, 1 Existing steel reticulfne grate to be replaced when '. Pxr`strng Itllee, called fortin the Plans or as directed by the Engineer - Existing Inlet to be is Removed o be Removed —1 a v " w e 4 i m v m 2 Remove this portion of box and construct new, concrete S)o e Varies Grate. y'^ a , S{p e Varies. S/ape yar,eS Grate i^ c Slope VJ ditch pavement, seats and slot(s) (slots If required). a 3 These paints can be the same or nearly the same where Vu- See DETAIL "B" ^ n, ditch grades are flat. �. D TA l i i r i v.. £ ° , r r , 4 Remove exist wall to this line (exposed coda. n par 7" Slot Depth zone may be either removed Or embedded). Existing.,... Existing Inlet >/ Inlet � r / f xe 5 Single Slot shown, Double Slots. symmetrical s SECTION MM-MM SECTION NN-NN about the later centerline; CASE 2 ADD TRAVERSABLE SLOTS (PARTIAL) TO EXISTING INLET.' LAST O DESCRIPTION: FY 2023-24 INDEX SH€ET REVISION n FDDTT DITCH BOTTOM INLET ET TYPES C, ID, E, SAND H 10/01/20W-- STANDARD PLANS 1425-0521 12 of 14 �gys t4 53 ,3 .n „4 3 sy0, Centered Open P g (See Table 1,1 for Dimensions) Top Stab 2 Way Reitrforcenlent (See Tables 12 & 13) J 00 Alternate A Structure Bottom (Se Index 425-010 for Alternate 8' I ----�"-` and additional details) Ty 1 r'Xa TYpP© 4r �l.l 69 St a roe a',n p Puri r a o- J 1 TABLE 11 TOP SLAB OPENINGS DIAMETER OPENING SIZE Mrn Max, 4 '-0" 2'- " x 3" ' 0 7 Z-O" x 3 P` 5'-0" 2-0" x 3 7' 3'-1 x 9'-1" 51-0 2-0" x 3-1` 3-0 x 4':. ' R_c 2'-0" x 3`1 3-0, x 4'-6" #4 Bar Each Corner (2 O" Min, Length) 3r5 PLAN #4 Bars Each Corner 2" CI # 5 Hoop Bar Slab T cfp1V 1 ) 4 a c (See Table t3 e v a t f _ Round Structure Bat. am R. rid� .. r #8 Bars @ 5" Spacing >> / 2 way Reinforcement See Tables 12 & 13 .SECTION 00-00 TABLE 12� TOP SLAB REINFORCING SCHEDULE GRADE 60 fBAR) OR SCHEDULE 65K51 &7DK f S (WIRE REINFORCING) fn.�Ift. A 0,20 a 0,24 C 037 D O.S3 -.. E 0.73 F 1.06 G .45 TABLE 13 TOP SLAB WITH CENTERED OPENING STRUCTUR DEPTH SLAB THICKNESS REINFORCING (2 WAY) SCHEDULE 44' ` _0.5'140' 9t/z` B a0 5'c3D' 30'-40' 91/, D SIZE 6-D" z D 5`cB ! 9z $ 8'a18' 9l' C 18' 30' D 30c37' 9il' E 37-40' 9t/z' G S12Es 8,, „ 0 a0.5'c9' ]11fz ...._..--_-C 9'<15' 1„ 7 1 / z D 15c23' 1 17z" E 23c33' 71 Vz f 33'-40' II%z" G ISOMETRIC VIEW TOP SLAB REINFORCEMENT DETAILS 06 ALTERNATE A STRUCTURE BOTTOM - TOP SLAB DETAILS LAST Il o DESCRIPTION: - FY 2023-24 INDEX ,SHEET REv751oN FOOT DITCH BOTTOM INLET TYPES C iD E AND H 10/01/20a STANDARD PLANS 425-052 14 of 14 LAST REVI SION ION S 11101119 GENERAL NOTES: 7. Install u erdraln pipe that Is either 4" smooth or 5' corrugated tubing unless otherwise st nil h p g 9 R shown in the Plans The size to be furnished will be based on the nominal internal d ame e of a pipe with a smooth interior wall Except when prohibited b the Plans the i tr ppP t Y special provisions or this standard pipe with a corrugated interior wall may be provided' P P PP 9 Y p s the following sizeequivalency. ba ed urr h f 7 win z 9 4 smooth interior equivalent to 5 corrugated interior 5 smooth Interior uiv lent to 6 corrugated interior sequivalent q g 6` smooth interior equivalent to 8"corrugated interior 8' smooth interior equivalent to 10" cart ugated interior Z Fine aggregate is .quartz sand meeting the requirements of Specifications 902-4. 3: Coarse aggregate is gravel or stone meeting the requirements of Specification 90t-2 or 901-3 The gradation. is m accordance with Specifications 901, Grades 4, 467, 5, 56 or 57 stone unless otherwise shown restricted in the Plans. 4. Install Underdrain Type 1, 17, 111 and V in accordance with Specification. 440. 5, Install filter fabric Type D 3 in accordance with Specifications 985 The internal filter fabric of Type V. underdra n has a permnrivity of 0.7 /sec and an AOS of' #40 s7C.ve. 6. When Type 7 is used, use a filter fabric seek to accordah€e with Specification 948. 7, See Index 720 OD2 for the standard location of Type 1, It,and Ill underdrain The location of Type V underdr� n and nonstandard locations of Type I, 11, and III Underdrain win be as detailed in the plans. 8. Install filter fabric Joints with a overlap a minimum of 1'. Install the internal fitter fabric of Type V underdrain with an overlap into the coarse aggregate or the tine aggregate a minimum of 1'. 9, Oae noaperfm ated pipes for underdrain outlet and make all herds using l (45 deg.) elbows Construct 90 deg bends with two i8 elbows separated by at least 1 of straight pipe. Outiet pipes stubbed into inlets or other drainage structures must be a mrmmum 6" above the structure flow fine Install concrete aprons, hardware cloth, and sod for outlet pipes discharging to grassed areas as shown in Index 446-001 for Edgedrain Outlets. TABLE OF CONTENTS: Sheet Description 7 peneraF Notes and Contents 2 Typo 1; IZ, and 117 Underdrains 3 Type Va, Vb, and Cleanaut TYPE I` Pave shed Grade '-Fiiter Fabric tlnderdraln Pipe Coarse Aggregate UNDERDR I TYPE I A N AND III ASSEMBLY 11 N (Type 11 Shown, Others Similar) ,I Cleanaut \ \ Ditch or Basin Top ��. Type Va Ditch or Basra Bottom k: - / Fine Aggregate t filter Fabric (Tye,) Coarse Aggregate Underdrain Pipe Type Vb UNDERDRAIN TYPE Va AND Vb ASSEMBLY FOOT FY 2022-23 - STANDARD PLANS TYPE 11 id -drain Pipe Filter Fabric Envelope UNDERDRAIN INDEX SHEET 440-001 1 of 3 Coarse Aggregate Fine ,Aggregate. t r=i 1 Tii 0 D � t p�l`� o�c1�,� vG r•, t`,:p�A Underdrain Pipe. I O� Min. �' j m. ( ) ( Min. l { triter Fabric Envelope (T On) �1 1 811 (TYP) -. - 30" (Typ ) TYPE III TYPE 1, 11, AND III _ LAST O DESCRIPTION; FY 2©22-23 - INDEX SHEET REVISION' FDOT: TRENCH DRAIN 17/01/19 W STANDARD PLANS 440-OOI 2 of 3 Varies (1:2 Max.) k Ge Oeotextrle Fabric 4 e Envelope (Top.) �I 3" of Coarse Aggregate Fine Aggregate- s No Fiiter Fabric Ditch or Basin Bottom o V I (see Gen `� 6) Match Slopee t Not, - I -To of P II :.- - Optional Trench Sid, 1 Aggregate 2r - Optional C �, Internal Filter Fabric (See Gen: Note 5 �b e ' Coarse Aggregate C 0 Underdrain Pie 3' (TYP',) . . P-O" De F-ct Desirable Minimum D" A. 0' Absolute Minimum - Design Water Table LOWER LIMITS TYPE V Varies: ench 11:4 Shown) C ,1:2 Max;:) otextile Fabric Envelop (Typ,) 4 3" of Coarse Aggregate Fine Aggregate 'I -,• Alf. verb No Filter FaOr'7c t d '(See ben .<a I N t 8 I" P2 1Hatch Slo e fo p Tap of Ftne SideA \ V', Internal frl£er'Fabrir ' {See per. Note 5) \ .h " oe k t rMatches it h r :in t C own.Ditch o Basin Bo tonT Ditch or Basin 8otrom arse Aggregate 46 6 9 g 9 _ 1.r �t 1 - ,.. O derdrain Pi n _ 'i I I _. Ditch or Basin Botteml- Threaded Ca p a 3' T P ( YPJ r � Qi GodfSe Aggregate No Filter Fabric �1i I CO t a 4% S v Wra A ion Surface L. 0 Ll_r Concrete Apron �yam-- Filter Fabric Envelope (tYp•) /Ly 0 CV ;r Fine Aggregate uq .�,.: L •—.. Ditch or ! 1 V Cleanout Riser Basin Bottom tt� _ (Nonperferatedl / i ei. �- ,I,„.,F Cleanaut Riser ... (.._ CV C6 Optional French ire -''\ -- a . I-:1 / ,. j;, n. n i . Filter fabric '-' �[ p al. 5. d. (Nonperforated„- ._...., .ej W I... -. ..._ .. M W a T .. - Y P Intern al rl e R Filter r II U _3a Q o` � r Alt, Overlap ------tom Fabric (See (see Gen. Note B} I - "' ) Gen. Ndle: S) \ �i 45°.Elbow 6,c`I l G x i f .) ..,,...c., ... S V( n) f 1 Wye Fitting 1- Y ) z z Y g 0 /Pipen r - 1 rr"a Onde d am w r a w Underdrain Pipe n ,`.= a ,,_ r..--,/�i` L� d - - o � a � - a a - cr Fm > � z � Underdrain Pre o to p a y - ¢ z 2 T Q ( ) YP z 1 : L . ^r� 14 a a w Y m3 `o z m o ' 0" Desirable Minimum O 1 b - o I _I I I I I a u= 0'"'Absolute M?romum ,8•• fTYp.) A �- tl' g F n m n. in 0 z ? z Z ' SECTION A -A Design Water Table - O z 0 z D u u O � vi TYPE Vb TYPE V CLEANOUT Gwnznzaa o��aoa �m3� i 0 a 8 n o -RAPT, 3 z m m z a z TYPE Va, Vb, AND CLEANOUT �g8ngr� wZ�< a�€moo < A � V LA57 O DESCRIPTION: INDEX SHEET -' z aw. D ie o O a a a ♦y u "' REVISION " FY 202223. _ v> r- FOOT UN DER DI€AIII 11101119 ,, .�v STANDARD PLANS 440-001 3 Of 3 a LAST REVISION 11/01/19 w r {i Concrete Apron ::N b i4 5'-6.,: I PLAN Apron ° Varies ,,-a,. Min: , ...m yI Q 1,_0".Max.. f Sloyre. ti i r� Varies cr Grout S �,.. /� .a' a a a :e 4 Curb and Gutter •�------..._ :j °,vnv ,�„4 e ° � Concrete Apron ®' g gggg E 4 8f i Box Inspection � E Under drum (SecondaryLocation -- _.. Onder'drain Preferred Location) Z Z ) _ 0 (See Afore 1) l---lSee Nate 7.) ` W y{T' � I DQw 00N 0 Z W R M 0I M 0 Z Q J mco O W F Q 1 0 Varies Wanes 0 :30 0 Qj C) (See Note Z) (See Note 2Y0 :D('• Z 3:_J Z0p ZL`N XU TYPICAL URBAN INSTALLATION Z �1 d � Sj�lope Varies Brick (Typ.) m j Top Frame (See Note 3) 3' 3" , Concrete Apron Inspection Box f i TOP ADJUSTMENT NOTES: 1, See Index :120-002 for Underdrain placement. Z Curve the. Underdrain to connect to the Inspection Box: 3. A maximum of 2 adjustment courses of brick is permitted. 7 TYPICAL URBAN, SLOPE, AND TOP ADJUSTMENT INSTALLATIONS V/ INDEX SHEET UNIIDERDd8AIN INSPECTION BOX 440-002 3 of 3 4,_0" V >' A B: ° „ , . ,"= 1. Cast or field cut 2'- 4" wide slots for hinges. Grout HINGE DETAILS . ° • around era (See Nate ]) -., �. c a d hinge covers. 1. Hinge -,-I Frame z One or more sides may have an opening, see Plans for required openings Grout around opening to seal between underdrain pipe and inspection box. W n Center of Box PLAN VIEW StalOffset Location ro k rn Frame Hinge - ° Concrete Apron Concrete Apron r ' PLAN Inspection Box2811J, 28yz'- or 28" t=• P 28 /z a 28" SECTION A -A Inspection Box Lid (Frame) Z7 fz' or 23Ye' 21 rid' or 23A/z" Fiolshed Gratle 1 Frame a Lad-,1 Grout W . 1F' Stainless Steel or Brass Pin Concrete Apron - _ "" _ _ I a 5 Hinge sJ,(' Chamfer SECTION B-8. ^ "v (Lid) arc Opening (TYPJ #3 Bars ■ ■ ■ "\ `x (See Note Z) _ Optional Construction (See General W \ A Joint Permitted Note 11 PA ° w t\ x Inspection Box . ,ye: {I Project number Frame 2326 a e Concrete Apron f 0 k Inspection Box COVER REMOVAL ELEVATION ELEVATION a (FRONT VIEWI (SIDE VIEW) ^ HINGE DETAIL INSPECTION BOX DETAILS TYPICAL INSPECTION BOX INSTALLATION q LAST DESCRIPTION: FY 22 3 REVISION ti, 2Q 2 INDEX SHEET FD UN DE1tDRAIN INSPECTION BOX 5 11/01/19 W-do-- STANDARD PLANS 1440 002 2 of 3 ELEVATION (SIDE VIEW) INSTALLATION ON SLOPE a DESCRIPTION; FY 2022 23' FOOT STANDARD' PLANS DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN 09/01/23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 SITE DETAILS C73 T„ g• Future Coll and Gutter Construction 20 R or As Shown in Plans - • # m P.. See Note 2 ?., P '%z' Expansion Joint ' y loi nt Seal 10'0l..�-{110 Sig SaF ,I�axl, y A -ice '� y2Pd p yyy a�(`g I� I z ' Same Slope as Adjacent Pavement 2'-3" B � yyy 4yP yy y y y aamP Concrete /a Joint and preformed r �/ Pavement Joint Filler (See Note 11 TYPE E curd and Gutter VaNey Gutter } s. S. NOTE: For use adjacent to concrete or flexible. aPh- pavement, concrete shown (See Note 4)• 1'-6" 6" PLAN VIEW TYPE A r-2- O" 2-O" Detectable Warnings Y ?f; . 2'-1k' Detectable Warnings Sae. Note Z ::. +>'= 9 �. ry low - See Note 2 GENERAL NOTES: % e ►- v1 Joint seal Io'v e ^ 1. Install light duty cast iron cover and frame in accordance with Specification 962. _ P 9 r` 3'-0" pia B„ - ISOMETRIC VIEW ISOMETRIC VIEW 2. Use Class I! concrete. Use Na 3 bars (Grade 60) on 8" centers both ways,. sides and bottom. SECTION A -A Concrete , ^ ,�• 3. Furnish covers with pick holes. Do not use fitted lifts or handles. pavement TYPE F f-z' ]'-7tY' ]"-6" 6" A r Y-6" N9 r 4: 4. Manhole Type P Alternate A, Index 425-010, Type I Frame and Cover, Index 425 001, may �, , Cover and Frame '/z" Joint and 9" Truck. Apron r i i I� A I L O Preformed Circulating Surface 2,- a� c r be used in .lieu of the box detailed in this Index. -� Joint Feller Roadway �, Speci Pied .See Note 2 "'' , j 5' O' shown (See Note 1) Pavement " in the Plans R �.� f c 4' 0" Min. I o � _ Underdrain Pipe - NOTE: For use adjacent to concrete or'� -`+ - flexible pavement concrete shown. _ - Q J 0 TYPE B. - See Note. 3.. r m, e� ^ a CU TABLE OF CONTENTS: 8" 2 o o J� Concrete Apron B„ o E o a d ry 3_ •L CD a 3 ry ^ � T Sheet ba8rrlptlon - r• ,, -� 6• 2' 3" '�. ec o vim, 3 [� LL , , SECTION B-B - n a L 7 General Notes and Contents `.., -� '"• ,, • � NOTE: Traffic Bearing Sections for use m � Roundarb t Central Island Construction. co 0 :. . ? 1 _2�, 1'.-10„ Gu co 0 2 Typical Inspection Box installation TYPE RA Utility Strip . ' Joint Seal - utility Scrip J Typical Urban, Slope, and: (Grass Or - - .� (j 3 1'-2" 10' (Grass Or L t Top Adjustment Installatrone Sloe to Fit ' " Pavement) f/2 L- p' See Note 2 A .. 9 - Pavement) ` C11 �j' 31.p. Driveway See Nb[E 2 ip , L �. Aril 'U Concrete ^ 9+. ry o, ✓ of L 3J. Pavement yrg z s�e� z ➢'_a, 4 ©" d1in. 1p. �• C 7/"Jo7nfand `O'�"n ^ �O� e PLAN VIEW PLAN VIEW Q (n 04 ti Q^ O Ins ection Box Preformed r P Joint Filler I I 8" NOTE: For Example of CR-A used in Radial Curb Returns, See Sheet B. \ See Note I) 2-O" 3" Outlet Pipe NOTE: For use adjacent to concrete or DROP CURB CR-A 8" For Type F Curb CR-B flexible pavement, concrete shown SECTION C<C 9" For Type E Curb w TYPE D Face of Single -Slope Concrete Barrier VALLEY GUTTER a o ° o 3 x z © o (Type F Curb Showy zoo o s � w r NOTES: r-o Varies y r w r w a w x < z Match Slope of Shoulder Earth Gutter Line a z u z a a w a E °= N to F Z 1. For Type A, Type B, and Type D Corb: Adjacent Pavt. Joint Seal Pavement 7-0" 8" ]'-0" Berm Varies. - T-O" (Std.) 4'-0" Min. a �• - m _ O "' m z o J "- 3 a Expansion Joint, preformed joint filter and joint seal are required - O w 3 < 3 m O `t m O O '^ < a a between curbs and concrete pavement only, see Sheet 3. Ramp Landing u � � s � w r Rdwy. Pavt. O '� z m p" m z UNDERDRAIN INSPECTION BOX ASSEMBLY s2 o:Gz sidewalk 0.02 g v > 2 For Type E, Type F, Drop Curb, and Valley Gutter; aim. rile 4 _ f ¢ ? n z 5 o w N _ F z ; w w. When used on high side of roadways, match the cross slope of the s - ,�'e O v., a u a z° z ,o '-rt = "-' t' Flexible Pavt, oa Single -Slope g a a gutter to the cross slope of the adjacent pavement. The thickness and Base m �; Standard Shoulder Line h o of the lip is 6", unless otherwise shown on Plans. g. Toll Concrete Barrier rt.L=n o Header o.. r c� �o-,snvi vi z� a o ^' 3. For Type RA, rotate entire section so that gutter Cross slope matches Curb u z m 3 r slope of adjacent circulating roadway pavement.. Vz Joint and Preformed Joint Filler �' N O w o u < SECTION A -A �o< oa3G G G�J za N 4 For details depicting usage of Type A Curb adjacent to flexible NOTE: See the toll site details far conduit requirements. SHOULDER :GUTTER ^' u a g `g-w w F F= F a r a Jo SIDEWALK CURB RAMPS CR-A AND GR-B F o ? s a a TOLL HEADER CURB CONCRETE CURB AND GUTTER _ w w w =' a u> w z a U w R pavement see Sheet 3, '� w y s w s to -- w 0 a LAST DESCRIPTION: FY 2022 23 INDEX SHEET LAST DESCRIPTION: FY 2023-24 INDEX SHEET - LAST 1��: DESCRIPTION: FY 2023-24 INDEX SHEET • ' ' • ° • . REvrsIDN FDDT BEvlsroN �FDOT_� CURE AND GUTTER REVISION 1FDOT DETECTABLE WARNINGS AND SIDEWALK CURB TRAMPS 11/01/21 a �- STANDARD PLANS UNDERDRAIIN IINSPECTIIC�N RCS 440-002 ] of 3 11/DI/21 �►- STANDARD PLANS 520-001 2 of 3 11>01/20 9^- STANDARD PLANS 522-002 2 of 2'-O', 3-0` Or 4'-3" R 4-0, 6'-0" Or 0-6" r '> Aq� 5/ For 4 Separator Depth of Sawcut `' `x.b ° CD N gy a� 3Vz For 6' Separator Ede Of Pavt. Depth of Sawcut i `a. e ¢'••. C' " �. 1�/a'R: 1 "R(Typ) 9 i 3lz"Min. -- a� I °�y}' A" 1'-3',. 2'-3" 53,'a Far 8'-6 Separator (Curbed Section _ I 3/z' Mrn: � a �• Pr As (Same I Pitch (Same '( -1„m " ° (� ° As Below) Or $'-6" Const Joint With Vq, 5 a" For 4' separator As Below 9„ 9,. ° i ,ry.i �.•« 5V2" For 6 Separator ) _ Lonst. Joint Wrth f" �,--,r G.� Depth of Sawcutrsgl�lllllli Depth of Sawcut Depth of SawcutTool Edge Permitted P5-/4" Far B 6" SeparatorTool Edge .Permuted (Typ) ;. 3/ Min- Depth of Sawcut 2r/' Min. fz' Max. 1u. in in Min, 0 Mrn f%.,, �, "a i 1Y s C m ^o .^ TYPE E / 5" Max. ..835CsE Base l 0,• Min. yL ap by ` r As halt Pavement 6 Stabilized Sub lade- Asphalt Pavement 6' •, I 6' ^ Transition (Where Necessary °d^° j, °.•° '1®�' A �g p dF---� .Stabilized 6ubgradet~ ` Edge Of Pavt TYPE A TYPE B TYPE D TYPE E TYPE F SHOULDER GUTTER Efe� y - s; „moo „_,,,,�• (Curbed Section) Sidewalk Curb ��� 1 (Where Necessary) Mid. \ 9 i`F'r . LONGITUDINAL SECTION (NOSE) TRANSVERSE SECTION1.11 y e 4 NOTE: Sawcuts should be avoided within valley gutter :and within. curb and gutter endings. B 6-q / f'l I \. 20 C G 9 ay 1 i g ilk\ OPTION 1 = CONTRACTION JOINTS IN CURB CONTRACTION JOINTS IN CURB & GUTTER I \ i 5 y� z-a, 3'-0" Ora _3" R ]V" R. 1�" R (Typ.) 4'-0", 6'-O' Or 8'-6" TYPE F Joint Seal (See Note) 3 9" , z-3" CURB AND GUTTER t Drop.(H) yyy O' Pitch (Same Pitch IS - - - - ry o �. ,p As Below) 0r 3'-6' 5" Plus Friction Course Or Upper As Below) g' g„ „Q'= Concrete Pavement c - `�. m A\Vd3 yyy 3 5" Plus Fnc4on Course Or w +p. 9 Ramp a o Ramp ??. y - Z O:. Layer Of Structural Course (5I" Min.) - 3'-0" Trans. M � Upper Layer Of structural L yy 6" x H Monolithic Cast Curb b N End of Curb y Q d N Edge Of PavL End of Curb � G" x 72 Separately Cast Curb.: W ° tours ( a Min.) (Curbed Section o y Exp Joint and Preformed 1.12 wp W D Q e IS i 3' O" Trans. • ;::., . Joint FU (See Note) o A �� � +I � r/P `lei (52�d Z �- .:" Concrete utter a' •.: ase ' '•: - s o. .p , (- b: G - U l0 D .r � yy 7 U Asphalt Pavement , -_: � ' ...... < .. Asphalt Pavement. is - .. ,--Base: , .. o. I I � Balk Of Sidewalk - 1� t5tdbdized Subgratle. Stabilized Subglade B,, \ 0 J wi. NOTE: Joint Seal application applies to both high TYPE A - -- - and low sides. of pavement, low side shown: �. \ W F '( Q Edge of Pavement Edge of Pavement Edge of Pavement Edge of Pavement F 0' LONGITUDINAL SECTION (NOSE) TRANSVERSE SECTION q.O � U J Q Li � � Q. Edge Of Pavt. �I PLAN PLAN PLAN PLAN EXPANSION JOINT BETWEEN Min � a- OPnoN II T GUTTER AND CONCRETE PAVEMENT / � (D O N N 3'-0" Trans PLAN VIEW _ F N 3, -1 Q. TYPE I CONCRETE TRAFFIC SEPARATOR tr l'r a 5'-6" 3'-0" Trans. 3'-0" Trans. �'-0" 3'-a' Trans. � � � O W , n X b•-- �•1--i, f To of Curb To of Curb To of Curb 2• LL L_ J Top of Curb p P \ P I See Note I 51ooe Vanes CR-C Q Q 0 Pitch: 7 R ?'-0",. 3'-0" Or 4'-3" R Pitch: 2' R a' 0", 6'-0" Or 8'-6" 54e" For 4' Separator TYPE a � i e� , / � � CONSTRUCTION OF SIDEWALK CURB IN CUT SECTIONS 11 J U Vn" For 4' Separator n' For 4' Separator 5/z" For 6' separator Ed Gutter Gutter Gutter Gutter gyp, z' 7 4", z-4" '!t For 6' Se arator 2" Z. Sale' For 8'-6" Separator ELEVATION ELEVATION ELEVATION ELEVATION Flexible Pavement h For 6' 5eparatar Edge Of Pavt a „ Const. Joint With Va"' Td For 8'-6" Separator /4 For 8'-6" Separator b" See Note Z . Tool Edge Permitted - 114" To Joint With FLARED END STRAIGHT END FLARED END STRAIGHT END SVq" For 4' Separator Ve' Taol Edge l 1 /z' 5Vz" For 6' Separator i Permitted 9 yp.1 CURB TYPEA CURB AND GUTTER TYPE E AND TYPE F 5a4" For 8"-6' Separator . '• �r� j NOTES: " R ° NOTE: Ends of Type B and D Curb. transition from full to zero heights in 3 ft. L _ J YP g 7. Surface on Low Side of Pavement to be a' Above Lip :of Cuter. ':Base Base. Base TYPE D CURB AND CURB & GUTTER ENDINGS Su face on High side to be Flush With Lip of Curb or curb 5 Griner: 6"-0" (Shown) Asphalt Pavement 6" iz ,q• •,A Z'I Asphalt Pavement g� 6'. Po 6" 3A" R Stabilized Sub lade Lam'•° ° CURB 2. Applies to both high and low sides of pavement, low side shown. !" R 2l s'rcs�cxre�.aa,x9a."aa •Stabilized Subgrade.g p H(Varies) Applies to shoulder gutter only where adjoining traffic lanes: Sidewalk. H.(Varies) Rdw.. Pant Ramp, Sidewalk OPTION 7 MEDIAN CURB AND TRAFFIC � _D _____- Ramp., Sidewalk �j` Or Landing O;OZ fi'-0" Or Landing 0.02 - o z'R SEPARATOR JUNCTURE DETAILSRB AND GUTTER AND TYPE A CURB 4" Min., 5,. Max.A7ax�-Q-2- -. - � (Option I separator shown, For Curb Details see Index 520-0011 ors or '//a" Holes. - f-0" * (Typo 3' Max. ADJACENT TO. FLEXIBLE PAVEMENT Y-0', 3'-0" Or 4'-3"R 4 0", 6' 0" 0, 8'-6" 4 z Min. Sidewalk Curb Pitch;Pitch: �%" or -" Hole (TYp:1 ---{ Landing ia" For 4' Separator fV' For 4' Separator Separator Key In %. c (So(wile re Note) i •, 6" Plus Fraction Course Or Upper Lieu Of Dowels NOTES: !z For 6' Separator 2" 1 -44 2 ,. Vf For 6' Separator T' 3" (TYp) 3' Max. 3/a" For B'-6" Se arator Or 3'-T'rLayer Of Structural Course 6" Min.) !" For 8'-6" Separator r Separators Type / and IV are to be used with 2' Min. ICI Z II I` ( a IP' Min.-!B" Max. 7. fl ar yp P 6•P 6" lz 0 x 6" Steel Dowel 1 24" oc flexible pavement Separators Types Jf and V � in h I I II 2" (Typ.) 5" 2" R (TyA•) are to be used with rigid pavement. MONOLITHIC CAST CURB SEPARATELY CAST CURB n owe13" u • p °" Separator Key In 9" Max R=z': Last NOTE; For additional information on sidewalk curb construction, see SIDEWALK CURB OPTIONS details. Lieu Of Dowels 6 Plus Friction Course. Or Pitch Optional R-2 cast . .J--•+---t '+ 1-- Structural - r 8 Mrn. or Rubbed or (yp) Upper Layer Of Co 2 Either Option l or Option f7 may be used for Rubbed Asphalt Pavement Base: - as VT' 0 x 6" Steel Dowel Asphalt Pavement + ' `Base Course (6 "Min.) Types I and N separators except when . (T Bars fGuar T (Two Per Guard) ' �-- � .; a`e � ,Base;; specific p is called far in the Plans. -Cn. ' 3 .. s e option ' p L SECTION B-B SIDEWALK CURB OPTIONS o I2' Min., 18" Max. 5[abi#)zed'Subg}ade OTap Of rEase7Permitted). M ktr r ed Subggrade� 6 ¢�'.' 3. For ail separators provide ," q" contraction r_ 9,,. 1,. d r r a joints at 10 centers (max). Contraction joints v ry OPTION 11 adjacent to concrete pavement on tangents and flat ^ K curves to match the pavement joints, with CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB TYPE IV - CONCRETE TRAFFIC SEPARATOR intermediate joints not to exceed 10' center. N ROADWAY INSTALLATIONS - FLEXIBLE PAVEMENT CURB AND GUTTER JOINTS AND ENDINGS, CONCRETE BUMPER GUARD, AND ASPHALTIC CONCRETE CURB SIDEWALK CURB RAMPS CR C AND SIDEWALK CURB .. 2 DESCRIPTION: LAST 0DESCRIPTION: INDEX SHEET LAST O DESCRIPTION:FY 2023 24 INDEX SHEELasr FY 2023'-24 v� nyvtoREVISION FY 202.3-24 NOEX SHEET REVISION FDOT CURE AND CBUTTER REVISION !; FDOT DETECTABLE WAR IINGS AND SIIDEWALK C'iURB LAMPSFOOT TRAFFIIC SEPARATORS v101/21a ��STANDARD PLANS 520-001 3 of 3 11/01/20 � .�--- STANDARD PLANS 522 002 3 of 711101117 �-- STANDARD PLANS 520-020 1 of 517!� Q z h W J P�F 4aF GENERAL NOTES: sidewalk 1 For curb, gutter and curb & gutter provide Ve' V,,." contraction UJ joints at 10' centers (max,) Contraction Joints adjacent to concrete ° J GENERAL NOTES: pavement on tangents and flat curves are to match the pavement 1. Cross Slopes and Grades: UJ joints, with intermediate fonts not to exceed 30' centers. p am NNY Y-O" Detectable Warnings 2'-0' Detectable Warnings 2. Locate expansion 'ou is o curb, r • r A. Sidewalk, ramp, and landing slopes (Le 0.02, 005, and 1 12) shown in this Index °. ,. - OPTION OPTION A joints for r , gutter and curb & gutter are maximums With ap proval of the Engineer, provide the minimum feasible slope e a, - gq � - O A O T lZr in accordance with Specification 520. where the requirements cannot be met. den° ° °" ggg s§8 gg °° N B. Landings must have cross -slopes: less than or equal to 0.02 in any direction. y�;� J M C. Maintain a stogie longitudinal slope along each side of the curb ramp. 2'-0" Detectable Warnings '-0" Detectable Warnings , �O M TYPE A TYPE E Ramp slopes are not required to exceed 15 feet in length. Jw J TABLE OF CONTENTS: OPTION A �F - Q U_ D. Joints permitted at the location of Slope Breaks. Otherwise locate joints m accordance �' Sheet Description with Index 522-007 No joints are permitted within the ramp portion of the Curb Ramp. 5 + $ + 1 General Hates and Contents ISOMETRIC VIEW g+a / g'a / C 2. Curb, Curtr and Gutter altdlor Sidewalk: V Z concrete Curb and Gutter J A. Refer to Index 522-001 for concrete thickness and sidewalk details. 3: Curb and Gutter Joints and Endings, Concrete Sidewalk 2'-O" Detectable Warnings 2'-0" Detectable Warnings V J T Bumper Guard; and Asphaltic Concrete Curb. B. Remove any existing curb, curb and gutter, or sidewalk to the nearest Joint beyond the curb transition or to the extent that no remaining section is less than 5 feet long. s� ]- OE C. Width of Curb Ramp is.4 0" minimum Match sidewalk or Shared Use Path width ivyf OPTION B OPTION B as shown in the Plans. Qa, 3, Curb Ramp Alpha -Identification: Slope Breaks �` ISOMETRIC VIEW ISOMETRIC VIEW N LT2tr - (Joints Permitted) y' A. Sidewalk curb ramp alpha identifications (e.g CR-A) are provided for reference slit ry ems' s-o+tsA , in the Plans. purposes fa W'pofk, y oowdtk�� ° °.9BIs$EsossPs ga, ill B. Alpha -identifications. GR-1 and CR-J are intentionally omitted. C yy yy 6-0" (Shown) 2'-0" 6'-0" (Showy. U Q Y-U' Detectable Warnings sidewalk is Sidewalk TYPE F SHOULDER GUTTER 4 Detectable Warnings: �'�� 'no` 0 ° OPTION B ♦I� �y A. Install detectable warnings in accordance With Specification 527. �'sio. tNg )pints Not Permitted In Ramp O.b2_ �ro 0.02 tj- �P Sidewalk Curb ISOMETRIC VIEW r B. Place detectable warnings across the full width of the ramp or landing, to ,1`j0/� O minimum depth of 2 feet measured perpendicular to the curb line and no greater than F'v .r V J 5 feet from the track of the curb or edge of pavement. q<4- o Ta�,�ti 5' 0' (Shown) E m o LU TYPE A, TYPE E, TYPE F, AND SHOULDER GUTTER cw i Sidewalk Curb e ¢ r� Other Types Similar. C. If detectable warnings are shown In the Plans on slopes greater than 5%, align the °_`°' Detectable Warnings � Sidewalk Sidewalk Curti ( YP ) truncated domes with the centerline of the ramp; otherwise, the truncated domes are '° s� not required to be aligned. Cho. r. � 'a.)s.-, a'vs.6o n `r oil : o. t,o 3 e � Project number &Sidewalk Curb o o� 2326 ---� { - DISTRIBUTION 4;-G" Min. 4'-6" Min. 4'-G" Min. MILESTONE DATE Ramp Ramp Ramp SCHEMATIC DESIGN 09/01/23 CURB RAMP NOMENCLATURE E p PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW ERP N0. 2 02/20/24 CONCRETE BUMPER GUARD CR-o cR-E CR-F cR-G 90°fo CD PROGRESS SET 04/04/24 13 ti to a SIDEWALK CURB RAMPS CR-D, CR-E, CR'-F & CR-G Q JZ� DESCRIPTION: - LAST oz DESCRIPTION: r� INDEX SHEET LAST lz!� DESCRIPTION.• FY 2023-24 INDEX SHEET LAST O INDEX SHEET REVISION to FY 2023-24 REVISION FY 202.E 24 FDOT' DETECTABLE WARNINGS AND SIDEWALK CUR] RAMPS BEMs 2 FDOT� DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS LD V FOOT CURB AND GUTTER 11101121 � �^� STANDARD PLANS 522-002 1 of 7 17/0l121 W ..sue - STANDARD PLANS r 11101121 w ter- STANDARD PLANS 520-001 1 Of 3 522-002 4 of 7 ry M O (7 ti SITE DETAILS a 0 U F- a- .. CT4 ,eel iwe°. ri'...,,,..., I.w...a�l,�°w3dp - - - - �. �-=,._.-.�....�.., �... .s � ,..-. .�..... -, ... .,.......T. ,_.. ..-_,._.e�,..••.�...�.�...... - .... .. - - __ ISOMETRIC VIEW 6'-0 (shown) Sidewalk 4 0" Min. Ramp PLAN VIEW CR H Sidewal 2'-0" De Utility Strip (Grass 0, Pavement) ISOMETRIC VIEW Min. PLAN VIEW CR-K Crosswalk G Sidewalk ° 9)8' For Type. F Curb d o g' For Type E Curb G Utility Strip (Type F Curb Shown) (Grass Or Pavt.) _ Varies Gutter Line Vanes - T-O" (5td.) 3 0" Min. 4'-0" Min, Sidewalk Curb h Ramp Landing Landing (Where Necessary) ° NOTES: See Note 3 ( ) U RdwY Pevt. Sidewalk w.. vt. Crosswalk idt an a ti n 002 __L_ 2 Rd y Pa ]oWidth d C.Index a o 002 - Vary, Must Conform to .index 717-OOI. &02 - 1 h Ramp PLAN VIEW 2, 15' Radius. Curve Shown for CR-L. o ry H (Varies) 3 For additional information an sidewalk e curb construction, see SIDEWALK CURB ISECTION C-C SECTION D-D CR`L OPTIONS details, on meet 3. SIDEWALK CURB RAMPS CR-H, CR-K & CR-L LAST DESCRIPTIONc EREVI-S31T1111 FY 2023-24 INDEX SHEET1101REVIS120 FQ IDETECTABLE WARNIINGS AND SIIIDEWALK CURB RAMPS 11/01/20 w �STANDARD PLANS522-002 5 of 7 OPTION 6 o „ ISOMETRIC VIEW Y o m' u, a ho � a ro i7 '- 0:02 �M1 Sidewalk Curb (Where Necessary) 4'-0" Min. rD)7 tY�c Ram 0 1.12 SPc,0 00 h<l q ga 0____'2 �— Landing �� h� Landing Pa€ Pafi Z_ LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS (See CR-F,: CR-G & CR-K Respectively For Detectable Warning DetailslOptions) Transition Slope 1:12 '%v Pavement Relief (1f Needed) (See Section C-C) Q Transition Slope 1:12 Varies (1' 6" Max.J ISOMETRIC VIEW (CR-C Shown, Other Similar) Varies (1 -6" Max_) Pavement Relief Varies Initial Surface of Pavement Ramp Or Landing 0 05 Max. Final .Surface of Pavement Relief Lip Of Curb NOTE: Remove Elevated Pavement By Spading And Rolling, Smooth Miffing, or Grinding.. SECTION E-E yaa Z-0' Detectable Warnings OPTION A OPTION B PAVEMENT RELIEF DETAILS DETECTABLE WARNING ON FLUSH SHOULDER SIDEWALKS CURB RAMPS WITHOUT SIDEWALKS AND FLUSH SHOULDER SIDEWALKS LAST 0I DESCRIPTION: REVISION ;� FY 2023-24 INDEX .SHEET 11101120 F STANDARD PLANS DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 522-002 6 of 7 NOTES: 1. Where crosswalk markings are used, ramps. must fall within the crosswalk limits. A clear space of 48" minimum is required at the bottom of the ramp within a marked crosswalk. If crosswalk markings are not present„ a dear space of 48" minimum is required at the bottom of the ramp outside of active travel lanes.. 2. Crosswalk widths and configurations vary, must conform to Index 711-001. 3. Flangeway Gap may be up to 3' for Freight only Railways. Rail Car Width Z-0" Detectablewarnings m S II II II II If II II II l U IJ 1 Flangeway Gap g (2V2" Max.) o (See Note 3) ry Gate o c 2 0" Detectable Warnings RAILROAD CROSSING LAST REVISION 11101120 1 1 1 D D2 \ \ � Back Of Sidewalk Alignment Variations. l 2-0" Detectable4Cro's5walk ,r7 Z-0" Detectable °^° ¢ of Nearest Rail a' 4'-0" Min. Full r Height Curb 4' 0" Min. Full i D.Z 17 j He Curb 9 2-0" Detectable Warnings a, 2'-0" Detectable Warnings CURB RAMPS WITHIN RADIAL RETURN m — Y-0" Detectable Warnings Crosswalk RBxe� -17.. 3-O" Curb Transition From Full to Zero Neigh i Full Height Curb, 2-0" in.. Z-91 Detectable Warnings j4Z-O" Detectable Warnings 4'-0" MlFull „$,., ,° , �— Crosswalk n. "" Height Curti Utility Strip - Bike Lane V CURB RAMPS OUTSIDE RADIAL RETURN LINEAR SIDEWALK RAMPS PLACEMENT OF SIDEWALK CURB RAMPS AT CURBED RETURNS (TYP.) RAILROAD CROSSING AND CURB RAMPS AT CURBED RETURNS FY 2023-24 INDEX SHEET FFO STANDARD PLANS DETECTABLE WARNIINGS ANDSIDEWALK CURB RAMPS 522-002 7 of 7 — - ZO' '70, 70' 90' �.10 recttbn of ION�Yellow 6' Yellow (]0'-307 YIY RPMs (Typ.l J L 6" Black Contrast _^ Direction of Traff,,r— ALTERNATING SKIP LINE 6" yellow (ID 30') �.q0' Dirgct'on of rrarilc 15 O � O YIY RPM, ITyp') Dirgclnie oP TCa(flTl"� SKIP LINE 40 ✓tonacrron at Tfarrtc MD" RPMs 6" Yellow -�� ❑ Y/Y RP 6" Yellow 110 30') oireuuon of Trafficf­� SOLID LINE WITH SKIP WIR RPMs 6' White 00'-030) ❑ 6" Yell of Troffle Y/Y RPMs ❑ ❑ 6" Yellow (10-30 WIR RPMs to 7 Yellow o rr__� j— 40' ❑ !-f-. 40' D're<llor+ bf Trafficr- 40' Traffic SKIP LINE WITH TWO-WAY LEFT TURN LANE 15' 6' Yellow 1 ❑ MD{Y RPM, �. 0 - Ir 10' ° 20 _ ° _ _ _ YIY RPMs (Typ 6" Yellow 10'-30') 6" Black Contrast oi-111- of Trarhda 6" White (1O'-3O') 40' 1� SOLID LINE WITH ALTERNATING SKIP �— W{R RPM5 ❑ Ye 6" Yellow ❑ D reyr,m of Traffic 6' Yellow❑(10 30') Y/Y RPM- 6" Double Yellow Ggor, e<uon: of TrafPo< 6' Black Contrast (TYP.1 75' ° 6" Yellow ° 40 — - d ° ° 10 10' 1 20' oi-1 oy of Traffid!— rIYRPM, (ryp.1 m—rnnofTrarfYl­� ALTERNATING SKIP LINE WITH TWO-WAY LEFT TURN LANE DOUBLE SOLID LINE NOTES: LEGEND: 1. Offset all RPMs I" from solid. B/C =BACK OF CURB longitudinal lines unless otherwise noted or shown. EDP = EDGE OF PAVEMENT RPM = RAISED PAVEMENT MARKER - 2. Spacing may be reduced for sharp 6" White (10-30') 40' 15' i10 rectian of Traffic curves if required. 3. For placement of RPMs on ramps,. WIR = WHITE/RED RPM Y{Y =YELLOW/YELLOW RPM see Index 711-003. YIR = YELLOWIRED RPM —WIR RPM, (Typ) L Di e<non of Traffic 4 Make the traffic face of the RPM the same color as the pavement MDIY = MONO DIRCTIgNAL - - - - - - marking that it is supplementing. YELLOW RPM MULTILANE FQOT FY 2023-24 STANDARD PLANS TYPICAL PLACEMENT OF RAISED PAVEMENT MARKERS YIY RPMs (Typ.) --i RPM PLACEMENT AT INTERSECTIONS 6" White Ds. <ti n Tr it 8" Solid White 15"White .. ' S.—Gore Area —� 4_° — - i — 9i — -�— Beginning of physical gore WIR RPMs (Typ.) NOTE: Center the Raised Pavement Markers between chevrons 6" Yellow :and crosshatching: RPM PLACEMENT AT TRAFFIC CHANNELiZATION AT GORE LEGEND: (Traffic Flows in Same Direction) BIG = BACK OF CURB EOP = EDGE OF PAVEMENT RPM = RAISED PAVEMENT MARKER INDEX SHEET 706-001 1 of 6 irer ID cencer 6" White Dire[rlan of Traff WIR RPM. (Typ,) is" White 45' Edge Of Pay, Right side of the roadway shown. For the left side of roadway, the pavement marking is yellow and oriented 'opposite hand. RPM PLACEMENT AT ROADSIDE CROSSHATCHING f Traffic W/R WHITEIRED RPM Y/Y RPMs (Typ:) ° c 6" Yellow YIY - YFLLOWIYELLOW RPM 23-6" 6" Double Yellow YIR = YELLOWIRED RPM m ® MDIY = MELLOW IRPMTIONAL WIR 4P (Typ.) tL p ® Median Or Island 2' q" m ® ° Is" Yellow ® ®� 0 Q � 6" Double Yellow o lib of T,aili �.6„ YPI/ow Direction of Tiaffit RPM PLACEMENT AT TRAFFIC SEPARATION WRONG -WAY ARROW (Traffic Flows In Opposite Direction) - LAST 2 DESCRIPTION.' REVISION FOOT FY 2Q2'3-24 'JT�'][➢][.CAL PLACEMENT OF INDEX SHEET 17/01121 w STANDARD PLANS RAISED PAVEMENT MARKERS 706-001 2 Of 6 �D're8bn of Traffic /IDirecron of Traff MDIY RPM5 On Top 6" Yellow 6" Yellow .--i2 F Of Curb (ryp.) -- MDIY RPMs (Typ,) EOP Durable Paint -Yellow :� / (Median Nose). a/c 6' �r w ( /Typi w a Gras, Grass Area. Area EOP 7 Bic T 6'' Yellow6" !fl D r—ian of Trafficl'!.. Yellow Dirr<cf ion bf TrdFfici-'�. DETAIL "A" DETAIL "D" 6" Yellow �pirecuon o/ rraffit r- MO/Y RPMs (Typ.) 6" Yellow �orrecrron of TraiuL MD{Y- RPMs On Top Of Curb (Typ.) EDP ? a /TYP Bic Ar v /rya ass i >� > Area COP sic Durable Paint -Yellow (Median Al—) t) eatlbn of Trdfff.(f<< P rE<Gln of TYaffid�� 6" Yellow 6" Yellow DETAIL "Bi DETAIL "E" 6" Yellow �obeai'bn f Trdrirc. MD{Y RPMs (Typ:.) 6." Yellow —IDrearon bf Trafirc MDIY RPMs On Top Of orb (Typ.) EOP F a/c b V C ss Area 'a m Ar Ew C 2w err Durable Paint-Yeflow EOP (Median Nose) 6,,, ,,w f Nof TraffkF 6" Yellow Di ect on ar Trafdidr_ DETAIL "C' DETAIL "F" FLUSH MEDIAN OPENINGS TYPE "D" OR "F" CURB (Type "E" Curb Similar, See Nate 1) RPM PLACEMENT AT MEDIAN OPENINGS (When called for in the Plans) ~ LAST DESCRIPTIONf 2 FY 2023-24 TYPICAL PLACEMENT OF REVISION yr FOOT 11101121 LL -- STANDARD PLANS RAISED PAVEMENT MARKERS Type "E" Curb :Shown m m ® o m m � m m W� tlo RPM (See Note 2) m m RPM ORIENTATION DETAIL P057-ED "Y" SPEED LIMIT FEET MPH 30 OR LESS 10 35 20 40 20 45 30 50"OR MORE 40 LEGEND: BIC = BACK OF CURB EOP = EDGE OF PAVEMENT RPM = RAISED PAVEMENT MARKER WIR. WHITEIRED RPM Y/Y = YELLOWIYELLOW RPM YIR = YELLOWIRED RPM MD{Y = MONO DIRECTIONAL YELLOW RPM NOTES: 1 For Type "E' Curb, install RPM5 aalongthe pavement edge marking, using the same spacing shown. 2. Orient traffic faces of RPMs in curb median radii to be parallel to direction. of travel lanes. 3 Use epoxy adhesive to install RPMs o8: concrete median nose curbs. 4. Install RPMs on clean, unpainted surface. Do not paint curb surface where RPMs .will be placed. INDEX SHEE7 06-D0 73 3 of 6 Direr n of Traffi'l _ WIR RPMs 0 8" White 26 �. (Ty&) n of For Illustrative Purpose Only 6" White MDIW RPMs On Top OF Curb At 8" (Typ,) LAST REVISION 11101127 SEE DETAIL WIR RPMs Plreciloh of Trafhe4`�-� 8' Whita 20'-0 - For Illustrative Purpose Only DETAIL "G„ MD/W RPMS On Top Of Curb At 8" (Typ.) 6" Yellow z4/1-7 8" White.z BIC B" White Yellow MDIW RPMs On Tap Of Curti At 8" (Typ.) DETAIL "H" RPM PLACEMENT AT ISLANDS (When called for in the Plans) POSTED "Y" SPEED LIMIT FEET MPH 30 OR LESS 10 35 20 40 20 45 30' 50 OR MORE 40 MDIW RPM, On Top. Of Curb At 8" (Typ:) 1-1 B' White ,fir ire<ron ar rrafh< MDIY RPM5 On Tap Of ^I 6" Yellow Para Traffic Se Bic 1 a Durable Paint - Traffic Separator (Any Type) Yellow tor Nose' on Traffic Separato Varies (4'-0"TO 8'-E") 6" Yellow Pirettlbn of rya/flcr— DETAIL "J" 8"White 1 SD re<tion. of T-irit For Illustrative Purpose Only rent. n of Traft9 �Direcelon bf 1 r1061 6" Double Yellow a WIR RPMs (Typ..) Varies (4._0".T0. 8'-6"1 ti Y/Y RPMs (Typ.l � SEE DETAIL "l" Y/Y RPMs IB' Yellow (TYp 1 .�Y, (T1_1 6' Double Yellow B-ecr'o of rrafr��-,. DETAIL "K"' RPM PLACEMENT AT TRAFFIC SEPARATORS (When called for in the Plans) NOTES: LEGEND: ] For Type "E" Curb install RPMS along. 9/C -BACK OF CURB the pavement edge marking using the same spacing shown. EOP = EDGE OF PAVEMENT RPM = RAISED PAVEMENT MARKER 2. Orient traffic faces of RPMs in median radii to be parallel [o du'ection WIR = WHITE/RED RPM of travel lanes. y{Y = YELLOWIYELLOW RPM YIR - YELLOWIRED RPM MD/Y = MONO-OIRECTIONAL YELLOW RPM MDIW = MONO -DIRECTIONAL WHITE RPM FY 2023-24 TYPICAL PLACEMENT OF NDEX SHEET FAT STANDARD PLANS RAISED PAVEMENT MARKERS 706-001 4 Of 6 Now U 09 r /L M M t CD YI a N a) L o �] LL V 2) (�4 O C �d ca (3 CU I=r E V 04 C CV CN CV C/3 Q a o a iw¢Ga90,2.: or�-3 ouz a z ioxc� F z' w x 0 a Z.� z o� ~ w 4 a i `a O C V p S m i w LL p S u, o o co ua o S Y U w 2 _ O. rczom zazozrwSmNzx�za�Q 0"3 0m q z -� zowo 3�w or aza23; FRj ZS F� aow o3Cizaz�m aa G2<� zto t 0 LDas W< Za u Z O =.0 —1 `m ntQ. 0z✓UW.QuN GQO r � f co 6im �e e °ci LL1 a... ..� ilk ".r 0 < 0 ® Z a Z Z Q LW1 O Q W d Q O N aof U_c�t10�1 in (?ZW �M�I't0 WO~000 U J O 2 N 1, 0 X (0� a C N�_j N r Q LL z N Z f� X Q 0 LL J L) a J O U) z W M W J W ♦/� V♦ J J N M J 0 J U) y_ L.L a Uj N W `^' Y W U Q Q W u O LL fM Project number 2326 DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN 09/01/23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 SITE DETAILS C795 I"---6 4 --j 1`--6 )0'.. I--' 6'-I_0 --l_ I--6 70 7 8 r r [I` Red 6"fTYPI TJ Blue - L tRod r White-`t- - E Blue L Orv.� f (TYPJ ;White _) t 34 S.F. 22 S.F. 23 S.F. 245. F. 20 S.F. 26 S.F i +I 3-7 6 70" _ 6,_10" -{ I— 5-0`­- ri (ryP) � _?, - , 7 -4" (rYp l r See Note 5) .0 See Note 5 --�; - - I - ' ,� , -_ ;'- _ - rt _ 1 - Shield for Limited Route Shield for Arterials i -'� Route 6" (Typ,) 6" 6-� `'r' ,r Access Roadways (Interstate and Collectors (Interstate 6" (Typ.) 6"(Typ) pJ �_ (Typ) Typ.) 3 (Typ.) Route Shield Shown; U.S.and Route Shield Shown: U.S and State Route Shield Srmfiar) State Route Shield Similar) 1n Pavement Warning Marrying 13 S.F. 20 S.F. 20 S.F. 23 S.F. 22 S.F. 20 S.F. 43 S.F. 128 S.F. 72 S,F. 45 S.F. T_ : r; `11 L t 1 tT io , i l}' J ! t .y I { fi m i a3 y I m I , i- i 7' 1 c. h `1 - R1=3-3.375 I - ;+ 1 t R2-]' I] t k -i 1 , 2- '' S 3' I R 2 3 6 - t M R r i 7 to I— 5 ]9 t `I t.r:l �, J �- -,`RI-3 3.375 - R2 2 3 553 i_ R] 3-3375" ;C t i' �: Turn,;] Lone Through Turn Lane Use Arrow Roundabout Approach Arrow Preferential Lane L n -. se -lFse (Left Turn Shown - Symbol I I R2-Y-3563' 79 S.F. _ I „ Arrow .Arrow Right Turn Similar) 11 S.F. 27 S.F. 12 S.F. 17 S.F. 114E Turn and Through Lane use PAVEMENT MESSAGES NOTES: 1 t I Arrow ] Place all pavement messages 25' backfrom the stop line. 29 S.F. 2-6- r_ 2 Dlmensiorrs are within P ±. � 3. AN grids are 4" x 4" Wrong -way Arrow 24 5 F. A All pavement messages must be white except Route Shields and In Pavement Warning Markings 5, Increase width of route shield for routes .with three digits. PAVEMENT MESSAGE AND ARROW DETAILS LAST z0 DESCRIPTION: REvlsloN FY 2023 24 INDEX SHEET FOOT PAVEMENT MARKINGS711-001 1 of 13 11101121 ��-' STANDARD PLANS Solid Edge Line or Lane Line 1 2'-4' Dotted Guide Line 111i 1111111711111111111111I1111111�6" 2'-2' Dotted Extenston Line Solid Channelizing Line j IIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIII11111111111111 12„ 8", 12' or 78" 6'-10 Dotted. Extension Line 0 1 10'0 70■' 10' 10` 10' 0 IO' 70` 0' 10' ' 10' Two -Lane Passing Prohibited Lines 4" 010]0 ■ o m ■ ■ ■ ■ fl ■ ■ ■ 6" 6' 16' 6' 6 6' 6' 6 6' 6' 6' 6' 6' 61 ME 3-9' Dotted Interchange Line 1, 6" 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9 9' V 9' 9' 9' 1. 11 1 1 1 1 1 1 1 1 1 1 1 1 1 6" 3' 3 3: 3' 3' 3: 3 3' 3' 3' 3'� Double Solid Lines 4" 3-9'. Dotted Lane Drop Line LT 9' 9 9 9' 9' 9' 9' 91 9' 9' 9 9' 9 9' 9' 9' 72 Solid Pedestrian Crosswalk Line 6„ II II II 12: II n n I I. ❑ I. t li 3' 3' 3' 3' 3'' 3' 3' 3 3' 3'• 3' 3' 3' 3' 3 3' 3' i 24" Solid Stop Line 12" or 24" 10'-30' Skip Line 30' 30' 30` ,I 30' -T 1101 ITO' I i10'I 10, 10, PAVEMENT MARKING LINES White,,Skip (Typ.) 70' Black Contrast (TyP.i 1 10 1 10, 20' to, LJ I to, 1 20' 1 7D- 11 10, I 20' 70 10'-30' SKIP LINE WITH CONTRAST MARKINGS MARKINGS FOR MERGE 3' Whitt Skip (Typ,) 3' Black Contrast (Typ.) 131 3 1 6' 13' 1 9' 13131 6' 13' 19 13' 131 6' 13' 1 9' 13 13' I 61 131 9 13' 131 6 13' 1 9' 131 S I 6' 1,3'1 DOTTED LINE WITH ALTERNATING CONTRAST MARKINGS (3'-9' Dotted Line Shown, Other Dotted Lines Similar) L Yield Lines consist of _ Lane Line Lane Line Edge Line five 78" X 27" white Travel Lane g j8" triangles which face o) Lee traffic Equally space .. .. \ 1 ELF _ mangles within Traffic '1^ tone When a bike Jane 6" Solid White 15" Wide Min. Black Contrast 'f�` I' is present, add one \ Equally Spaced additional triangle in the p} center of the bike lane. 1.5"Wide Min, Black Contrast ' LONGITUDINAL SOLID LANE LINE WITH CONTRAST MARKINGS YIELD LINES (Not For Use On Edge Lines) LAST REVISION 11101122 U 0 0 0 y 0 U y _m LAST U) REVISION W 11101121 FOOT FY 2023-24 �- STANDARD PLANS 6" White (7030') / �--� 6" Whfte Buffered Bike 6' Vellow Edge Of Traveled Way Edge Of Pavement Gutter Or Unpaved _� 2" Gap 3" (Typ.) iI Median Shoulder I X % y Gutter Edge Of Traveled Way CURB AND GUTTER 6' White 6" White (10'-30') Buffered Bike Edge Of Pavement I1 3" 2" --II ? Gad �{ (I� TYPJ X Unpaved Shoulder Edge Of Traveled Way FLUSH SHOULDER X = LANE WIDTH (FT.) Y = BUFFERED BIKE LANE WIDTH (FT.) STRIPING FOR BUFFERED BIKE LANE tt 6" White (10'-30) ' §" White 6" Yellow Edge Of Traveled Way Edge Of Traveled Way Gutter Or Unpaved 2" Gap 3" (Typ,) 2 Gap Median Shoulder �'- X X X = LANE WIDTH (FT) STRIPING WITH NO SHOULDER OR BIKE LANE 2 DESCRIPTION: FOOT FY 2023 24 - STANDARD PLANS PAVEMENT MARKINGS 5" Wi 6" Edge Of Traveled W Gutter Or Unpaved Median Shoulder INDEX' SHEET 711-001 2 of 13 dge. Of Pavement lr Bike Lane) Gutter CURB AND GUTTER 6" White (ILY 30') 6" Yellow 6" White Way IEdge 2" (Or B _ 2 GaP �. 3" (Typ) X X Y - Unp Edge OP Traveled Way FLUSH SMOULDER X LANE WIDTH (FT.) Y PAVED SHOULDER 7 BIKE LANE ING WITH SHOULDER OR NON -BUFFERED NOTES: 1. Lane widths (X) may not be same for each tone In the section. 2. For placement Of RPMs,. See Index 706-001. Edge Of Traveled Shoulder Oe Lane) Unpaved Median Shoulderaved shoulder STRIP E LAME PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS INDEX SHEET PAVEMENT MARKINGS711-001 3 of 13 6" Yellow Tubular Marker (Yellow) Edge Of Traveled Way Traffic Separator �r Paved Shoulder m Edge Of Traveled Way - v 6' White See Plans Extension of Edge Of Traffic Lane 6" yellow (Illustration Only 6" White (]0'-30') 6" White _ _ _ _ _ _ _ 100' Min. Of 6" White 10'-30(Illustration Only)Z4" White ti 6" hite too Min 6" White Extension of Ede Of (Illustration On191 raffic Lane T 6" White (Z'-47 a See Plans /f - 6" White - — — — — — — — — — — — r- 6" WNite. Paved Shoulder Edge f Traveled Wa O g Y Edge of Buffered lice Lane g g $ f 8 (Illustration Only) ; Iw xm . 6" Whito. Edge Of Traveled Way m � FLUSH SHOULDER SHOWN 0 LAST �. DESCRIPTION: REVISION FDOTn. FY 2023-24 1110112 W �— STANDARD PLANS .Less Than 100' Varies 100, to 159 Varies 150' to 200' 25' 1 ARROW' 2 ARROW 3 ARROW Arrow should be evenly spaced between first and last arrow. Turn lanes longer than 200' add one arrow for each 100' additional length. ARROW SPACING 6' Edgelfoe (See Nate 2) i2" white 12" White (3-9') i PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS PAVEMENT MARKINGS A RKIINGSINDEX SHEET 1�.0.L� 711-001 6 of 13 50' Min. 24" White 75' Min 50, B 12' 8' I 'I V- " Yellow (10-30') 6" Ypll Rw S HPME ONE 300' Max intervals Between: Double Arrows For use in congested urban areas where available storage g 9 - , length andpermanenttI , b w n rn r t o s a 9 6 White 6 Double Yellow e[ ee ' to sec io s i -way the the Use step line point of transition from t two-way turning .one to: A( Signalaed exclusive turning lane can not be determined. Intersection Only 10' 10, 25' Radius Point \\ 6" White S" Double Yellow 6" Yellow SCHEME TWO 45< yellow low 24" White For use in rural 6 suburban areas whey-e an adequate 300' Max Intervals Between Double Arrows 75' Min. storage lane length can be specifically determined. TWO WAY LEFT TURN LANE (With Single Lane Left Turn Channelization) POSTED „y,• SPEED 1lMIT (FT1 MPH 30 OR LESS 10 35 20 40 20 45 30 SO OR MORE 40 6" Double Yellow __1-11 `ion or r al-r of r r a1 6" Yellow 6" Double 20 6' White 6" White 78"White Median Or Island 45' Gore Area Beginning -- -- --- — — — of Physical Gore 45' 18" Yellow orr. 8' White Yellow 6" Double Yellow MARKINGS FOR TRAFFIC SEPARATION TRAFFIC CHANNELIZATION AT GORE LAST pDESCRIPTION: REVISION w 11101121 a FDOTT FY 2023 24 - STANDARD PLANS PAVEMENT MARKINGS INDEX SHEET 711-001 8 of 13 Width 4'-0" Min- fUvnen stop one Present! Width 4'-0" Min (When Stop Line Present) -. - -. Edge Line Edge Line Lane line — - - Lane line • 0 12' White <� •eco. 72' White .. Lane line Lane line 3.._�___—_—___—_—_— Lane line -- - Lane line 24" White (Typ:) 3 -----` Lane line - - Lane line 3 ¢Longitudinal Markings (Typ.) Lane line Lane line 7 STANDARD CROSSWALK DETAILS SPECIAL EMPHASIS CROSSWALK DETAILS NOTES: 1. For crosswalk width, exceed width of the adjacent sidewalk, but do not make width less than 6 for intersection crosswalks and 10' for midtilock crosswalks. Measure width from the inside or the transverse crosswalk markings; 2. When the Special' Emphasis. Crosswalk is not perpendicular to the lane lines, make the longitudinal markings .parallel to the lane fines. 3. Refer to Index 522-002 when Curb Ramps are present. LAST REVISION 11ro1121 FY 2023-24 F STANDARD PLANS PAVEMENT MARKINGS INOEX SHEET 711-001 9 of 13 LAST 9 DESCR1PTI REVISION 11101121 w 6" Edgetine (See Note 2) o ] 5' Through .Lane Becomes Exclusive Left Turn (Drop Lane 9 ( p CJ Mot r ' o N L a3 r rJ L s ) M Q 24" White fTYP) whir 6 e � \ Z M Q} fSS Yl W t � L T L Q O u LL" 25' 25'. � OL U J co C U G t o �N as co C� L a ti N • CV M ti 1 6" White : r vJ '�/ Q t5' z�❑ o� zF w~ u,wE '� a a Through Lane Becomes, Optional Left Turn > z o s c a g° 0u o o a TURNS LANE MARKINGS 3=o ow-NOt 280p� axe gw m ' Zzmiowoawx°upzQ;x E5 ro:Z-'a F NOTES:ZOZz«�zW3�z��°� ^ 1. This Index also: applies to right turn lanes. ,—,�,Ic G oZoz..a 0 zgo,��m3N 2. Make Edgeline pavement markings yellow for O+i, oa left -turn lanes and white for right -turn lanes, a o o S ARROW SPACING AND TURN LANE MARKINGS a w z' �' z w z _ FY 2023-24 INDEX. SHEET FOOT �- STANDARD PLANS PAVEMENT MARKINGS 711-001 10 of 13 d Curb Ramp Sign FTP-27-06 And FTP 22-06 Face of CCoro id—alk 3-6' White 22' 22'. / 22 22' Diagonal White 6' Wh e Equally Spaced Per Aisle � 60° BLUE m WHITE m 2 WHITE zc N Sign FTP-2106 And FTP-22-06 %Curb Ramp Sign FTP-21-OC �1 And FTP 22-06 Face of Curb Sidewalk Sidewalk__ 3 6" White Equally SF iv Mu Iv. io � ;n iv tV N TYPICAL Sign FTP-21-06 And FTP-22-06 Sign FTP-21-05 Curb. Ramp. Curb Ramp And FTP-22-06 Face of Curb; Sidewalk Sidewalk rat Face of Curb A 6"Wfiite a •�f7;1 se s. s,, sz s T (T ) ( ) E' :�, "1" FORWARD -IN PARKING REVERSE -IN PARKING 'FOR ACCESSIBLE MARKINGS - SEE ABOVE DIMENSIONS 45' 77-0" 1'2-9" PAVEMENT MARKING FOR PARKING LAST Q DESCRIPTION: REVISION 11101121 141 ' LAST DESCRIPTION: R€VISION zt 11101121 w FDOT FY 2023-24 .mr- STANDARD PLANS Roadway q Edge Line i Edge Line I I 24"White I I b Marking i to SCNOOI m I I � 24" N/hfte SINGLE -LANE APPROACH 33 S.F. 4,53 S.F. q,, (TYPJ See Note 5 oJ UNIVERSAL SYMBOL OF ACCESSIBILITY NOTES: i. Dimensions are to the centerline of markings. 2 An Access Aisle is required for each accessible space when angle parking is used. P 3. Criteria for pavement markings only, not public sidewalk curb ramp locations. For ramp locations refer to plans. 4 Mount FTP 22-05 sign below the FTP 21-05 sign. 5 Use of the pavement symbol in accessible parking sRaces is optional When pavement symbol is used, the symbol is either 3-0" or S-O" high and white in .color. PAVEMENT MARKINGS � _ I nlkill I a Adh �C `N ■� WM ■ ■ Co k Al is IN N IN IN SCHOOL PAVEMENT MARKING Roadway q Or }'lam Edge Line Of Median Lane Edge Line ine { 24" White t I I � �SCNOOL SCHOOL I I i 24 "White TWO-LANE APPROACH MARKINGS FOR SCHOOL ZONES= FY 2023-24 F� STANDARD PLANS NOTES: 1. AN grids are 4" x 4". 2. Pavement Marking Should Not Extend Into Opposing Lane. 3. tenter School Pavement Marking in lane. Roadway Or Edge Line Of Median ! Lane: Line l 24" White Edge Line 24" White 1 MULTI -LANE APPROACH (Three or More) PAVEMENT MARKINGS INDEX SHEEP 711-D01 11 of 13 INDEX 51 711-001 12 1 m9 °'fd rr 1, "LA to < C) e 3 i..' �g♦ i 6I st€a � z W C) } Q N W O4 W �-0(1t� Z a X U 0 I Lo 0 Z W O to s} W F- F_Q� Q O 0 0 0 1 0 (� D (L of I N Z F- N r 3 N d ZZNz�r` XU 0 W ® J J 0 0 r� ♦V� V♦ Q z W W J LU ♦/� vi J (j _J CV d- M J 0O CO U__ co J V J z UJ N W N O w ~ U O_ a W u < 0 o o— M Project number 2326 DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN 09/01/23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 SITE DETAILS C706 3" PVC FLUSH PLUG W/INVERTED NUT VALVE COVER MEN SURFACE umrm (BEE PLAN VM (USE BRASS PLUG W/INVERTED NUT IN 3" PVC FLUSH PLUG W/INVERTED X x VALVE BOX PAD TRAFFIC AREAS) SEE DETAIL BELOW NUT (USE BRASS PLUG W/INVERTED NUT IN TRAFFIC INSTALL 3" PVC TEST STATIONS AT A. OrnCN DrH + 4"-W FINISH GRADE AREAS) MAXIMUM OF 1000 FT APART, WHEN THE SURFACE REPLACEIIWU TWICE ASPHALT OR CONC BRASS DISC DISTANCE BETWEEN A VALVE AND F.H. SEE VALVE BOX DETAIL THE - 7F�CIOFSS VALVE BOX & LID EXCEEDS 500 FT $O (,yf j �w (,yJT (TOP OF PAD TO BE FLUSH) (� NOS 1) -.. SEE VALVE BOX �• t FINISHED GRADE 2 #10 TRACER WIRE & 12"X12"X4' CONCRETE PAD !, 6' MIN. DETAIL. M/AOPT PVC CAP VALVE &VALVE BOX ROADWAY SURFACE OR VALVE &VALVE BOX BASE IS TWICE 3" PVC PIPE OR PAVEMENT OTHER AREA TO BE DRILLED* - - - - - -- 7M ORIMM SIM 7HICKNE53 EXI ING GRADE OR 10' WHWEVER IS GIREATER (EXTENDED MIN, 3" \ I _ LU EXISTING GRADE _- _ -- -., - -- � > _ BELOW BOTTOM OF \l\/\/\/�� OPERATING NUT TO BE n -\ �, ....... 3 PVC PIPE (EXTENDED TRACER. WIRES S ¢ (TYP.) /f u VALVE BOX} WITHIN 12 OF GROUND 2 MiN T71RE w MIN. BELOW OTTO 0 iM N B m / / / / / / / / / 2 MIN 2 #10 OLID O � S Z LEVEL. USE AN EXTENSION \\\\\\� \\ \\\\\\\\�\ \\/\\/\\ = ' . \\\OF VALVE BOX) j) Z w v % 2 Ln C.I. SLIP ROD AND CENTERING DISK///l//�!`///,�///// < /// COPPER _ a OW TYPE VALVE BOX WHEN COVER EXCEEDS 3 -0 . �j/ / /i / // / /� /i. -� /j : m O SEE BELOW. \\j\M 81N�� \\\ DUCTILE IRON VALVE 00 M.J. GATE VALVE WiTH /�\/\'\'/ \� BOXsTVP°EjoVER PIPELINE #10 SOLD COPPER RESTRAINED JOINTS ON EACH SIDE \�/ \iE 2 #10 MAX. SLOPE u DIAAIEIFR�p� VWtES OF VALVE �/\ /\j SECTION METALUC -- 7REMCN MAbfFt // \// NOT TO EXCEED WARNING COMP/�CIES+ W/FOUNN7110N TO BE �/if ,;/,r ./\ \ \i y Df�• RADIUS 75/o OF \ TRACER WIRES \\ �\ TAPE AT 12" - - TI�U04LY IS-N�CN (M�) OF OWMDE D MIN 0+2'-W T THKXNESS OF TAPS PERFORMED BY O DEPTH Ili #57 SWINE PER AAMM T-W. � ORKWOL BASE C.I. RISER MANUFACTURER'S MAIN PCU PERSONNEL SIZESUPTO AND RECOMMENDED TRACER WIRES INCLUDING 12" DIA. ,. MAXIMUM PIPE (2)#10 SOLID AIi : TAPPING VALVE BENDING. COPPER W/RESILENT S5 PLUG TEST PORT WEDGE i� PAVEMENT OPEN CUTS ExcAVATIDNAND. RESTORATION UNDISTURBED EARTH GASKET ( 1, MILLING AND RESURFACINGUMTTSAREAS.FOLLOWS: RESTRAINED MECHANICAL MJ S.PLITGLAN:D MJ FITTING 2'-0" ROUND 1 1 COMPACTED SAND ROADWAY TYPE:. DIMENSION'X" - OR SELECT MATERIAL CONC. PAD. 40000 JOINT RESIDENTIAL SOFT. ARTERIAL OR COLLECTOR SD FT. 2" SQUARE PSI 6ri THICK 6" X 6" W1:4 X W1.4 12" (MINIMUM ONE INCH) OPERATING NUT FMIN. 2. REPLACEMENT OF ASPHALT TO BE TWICE THE ORIGINAL PAVEMENT TH ICKNESS OR PLACED AT A MINIMUM OF 2-INCHES AS 2" MIN HDPE PIPE HDPE ADAPTER APPROVED ON THE PLANS. ASPHALTIC CONCRETE TO BE SUPER PAVE (SP) AND PLACED WITHIN LIFTS ADHERING. TO THE FDOT Y� USE --- -}- - FLEXIBLE PAVEMENTMANUAL IATESTEDTFION),. 0.25" (WATER/SEWER/ 3. BASE MATERIALTO BE NEW ANDFROM AN APPROVED FDOTSOURCE WITH MATERIAL CERTIFICATION PER PASCO COUNTY 6❑ WATE REUSE) SPECIFICATION NO.200. 1�QC1p0 5„ 0 TRACER WIRE M,(/ADPT PIPE BEDDING TO SPRINGLINE 4. EXCAVATION OF EXISTING MATERIALS TO BE DISPOSED OF BY THE CONTRACTOR AND NOT REUSED FOR THE BRASS OR. PVC OF PIPE EXCAVATED AREA. CENTERING DISK R PLUG FLANGED CONNECTION BUTT FUSION WELD 5,CONTRACTOR'TO BACKFILL IN ACCORDANCE WITH THE FOLLOWING: AREA A- BACKFILL EXCAVATED AREA USING LIME ROCK (LBR.100) OR CRUSHED CONCRETE(LBR 150) PLACED IN 0.875" DiA. SOLID STEEL TEMP. SUPPORT 1 L_ MAXIMUM 6-INCH LIFTS: TO PERFORM TAP EACH UFTTOBE COMPACTEDTO 100% OF MAXIMUM DENSITY.AS DETERMINED BY FM I-T099, VALVE BRASS MARKER W/ TAPPING SLEEVE HDPE-MJ ADAPTER n. AREAS- BACKFILLExCAVATED AREA IN MAXIMUM17-INCH LIFTS. WELDED NEW OR EXISTING 5.25 SHAFT SIZE& VALVE TYPE, SIZE AND (BY CONTRACTOR WHEN EACH LIFTTO BECOMPACTEDTO 100%DRYD€NSITY PER FM 14180. (TYP) SLIP TYPE VALVE BOX NUMBER OF TURNS 3" OR LARGER)W/ NOTES; - c. AREAC- BACKFILL EXCAVATED AREA WITH 6-INCH MAXIMUM LIFTS. EACH UFTTO BE COMPACTED TO 100% DRY TYPE (ALL STAINLESS STEEL HARDWARE) -FOR USE IN PASCO COUNTY RIGHT OF WAY ONLY. UNDISTURBED EARTH DENSITY PER FMiT180. 8"G•V• RIGHT OR LEFT TO EPDXY COATED ELEVATION -DI CTi N CO PLETED USING PVC DR 14 HDPE DR 11 OR DUCTILE IRON. DUCTILE IRON 6, IN UEU OF COMPACTED BASE MATERIAL THE CONTRACTOR CAN UTILIZE LEVEL CASPHALTIC CONCRETE (SPIZ.S)PLACED AT USE OPEN RE O AL DRILLS SHALL BE M , 2-INCH MAXIMUM LIFTS.SP12.5 ASPHALTIC CONCRETE TO MATCH THETHICKNESS OFTHE EXISTING BASE AND MUST NOT BE SHALL BE USED ONLY FOR WATER AND RECLAIMED MAINS WHERE REQUIRED NOTES: PLACED BELOW SPRING LINE OFTHE PIPE. OPTIONAL S.S. SETSCREW WATER NOTES: ALL HDPE MUST BE COLOR CODED (SAFETY BLUE -WATER, SAFETY GREEN FOR SEWER AND - COMPACTION TO FINISHED GRADE IS TO BE 95%MOD• 7. TESTING AND COMPACTION RATES MUST BESUBMITTEDTO PASCO COUNTY ENGINEERING INSPECTION VERIFYING OPEN CUT DO NOT TIGHTEN SETSCREW TURNSTO L �_ " PA TONE PURPLE FOR RECLAIMED WATER);BUTT FUSION WELDED' AND CONNECTED WITH PROCTOR. NOTE: RESTORATION IS IN ACCORDANCE WITH FDOTAND:000NTYSPECIFICAMONS. ( ) 27 TO SADDLE TO BE INSTALLED 2 0 MIN. FROM ANY BELL OR FITTING. N - O , OPEN & -SELF FlL DBE �� ANY WIRESPUCING -MECHANICAL JOINTS/UNDERGROUND PIPING SHALL BE RESTRAINED AS SPECIFIED BY COUNTY/ENGINEER. HDPE-MJ ADAPTER. SELECT _LT USED AND COMPACTION COMPACTED I2 LAYERS. ROLLING EQUIPMENT NEW OR EXISTING VALVE DIRECTION - ,,.... SHALLUSECAMPBELLHEAT NOTE: VALVE EXTENSION ROD ALLDIRECTIONAL DRILLINGS SHALL .HAVE (2)#10. SOLID COPPER TRACER WIRES INSTALLED WITH PIPING. SHALL NOT BE USED FOR COMPACTION UNTILA MINIMUM OF 6 OF COMMON SHRINK SPLICE KIT NO DEVIATIONSTO THIS DETAIL WILL BE PERMMED UNLESS APPROVED BY THE COUNTY ENGINEER, NUT SET MAXIMUM OF 3' BELOW GRADE. -NO FITTINGS GREATER THAN 45° FOR TRANSITIONS. FILL HAS BEEN PLACED AND COMPACTED OVER THE PIPE. 18" OF FILL SHALL BE LSK4-B OR APPROVED EQUAL ANY PROPOSED ALTERATIONS .SHALL BE CLEARLY iDENT1FTED AND. HIGHLIGHTED ON DETAIL PLACED BEFORE A HYDROHAMMER MAY BE USED FOR COMPACTION. -AFTER SETTING OF SLEEVE, CONTRACTOR TO NOTIFY PCU MAINTENANCE DEPT. FOR WET TAP. -DIRECTIONAL DRILLING SHALL NOT BE USED UNDER COUNTY OR STATE ROADS; ONLY FOR USE UNDER VALVE EXTENSION ROD CONCRETE VALVE BOX PAD PRESSURE TEST 150 PSI FOR A MIN, of 1/2 HOUR AFTER INSTALLATION PRIVATE STREETS, DRIVEWAYS, WETLANDS, OR OTHER AREAS AS DETERMINED IN THE SPECIFICATIONS. BACK FiLL PER REQUIREMENTS OF DETAIL G-3 W, RW, FM CREATED APR 2021 PROVIDED FOR INFORMATIONAL - PIPE LAYING CONDITIONS O PROVIDED FOR INFORMATIONALROVIDED FOR INFORMATIONAL PROVIDED FOR INFORMATIONAL >r PURPOSES ONLY. CREATED DEC 202 CREATED AUGAuc 201 CREATED DEC 2020 PURPOSES ONLY; .PURPOSES ONLY. PURPOSES ONLY. --- MAY 2021 WITHOUT REVISED EXISTING PAVED AREAS No MODIFICATIONS Hou - DIRECTIONAL DRILLING F_ S G VE R MAY 2021 VALVE BOX SLIP TYPE NO MODIFICATIONS WITHOUT 1 TAPPING VALVE AND SLEEVE NO MODIFICATIONS WITHOUT MAY 2O I NO MODIFICATIONS WITHOUT - - WRITTEN PCU APPROVAL REVISED D REVISED MAY 202 REVISED WRITTEN PCU APPROVAL WRITTEN PCU APPROVAL WRITTEN PCU APPROVAL PASCO COUNTY UTILITIES DETAIL G3 PASCO COUNTY UTILITIES DETAIL G5 PASCO COUNTY UTILITIES DETAIL G6 PASCO COUNTY UTILITIES DETAIL G8 MIN. 3 4 MIN. 5 CA SEE NOTES DETAIL G-11 7 2 PIPE 1 4 4' 6" 8" 12" 16" 18" 20" 2e 30" L 6" 31 44 A 8" 55(79) 32 46 R 12" 94(134) 79 113 57 82 G 16" 117(166) 101(144) 59(84) E 18" 120 171 83(118) 31(44 20" 104(149..) 58(8.32 31 44 58 83 E 24' 143(�163' 83 119 58 83 N 30" 145(207) 126(180) 81 115 D 36' 181(258 145(207) 80(114 48" 266(381) 241 345 196 280 I I VALVE BOX PIP E DLA. 4" SCH. 40 STEEL PIPE (AS INDICATED ON DETAIL • I 1 DRAWINGS) PAINTED SAFETYYELLOW; FILL PIPE WITH 3 -� 3000 PSI CONCRETE T -- FIN. GRADE MIN. 18" 8 FIN. GRADE 8 ' F NOTES CONTINUED FROM W-2 REDUCER RESTRAINED JOINTS (150 PSI) 36' 5 (a ) - MIN. TO BE FULLY MIN. PIPE TO BE INSTALLED MINIMUM LINEAR FEET OF BRANCH PiPE TO BE BY CONTRACTOR. RESTRAINED FROM JOINT TEE RESTRAINED. PRESSURE TEST/DISINFECTION/ 1. IF IT iS DESIRED TO DOWNSIZE METER, CONICAL REDUCERS SHALL BE PLACED AFTER THE 90 RESTRAINED JOiNT NOTES SAMPLING REQ'D, DEGREE VERTICAL BEND /BEFORE UPSTREAM BYPASS AND AFTER DOWNSTREAM BYPASS TEE / __ \\-------------- BEFORE BACKFLOW PREVENTION ASSEMBLY AS SHOWN; NO OTHER LOCATIONS SHALL BE TEE 1 THE PROGRAM "THRUST RESTRAINT" DISTRIBUTED 9Y THE DUCTILE IRON PIPE c - 4 4t --- ACCEPTED BRANCH 4" 6" 8" 12" 16" 18" 20' 24" 30" 36" 48" 4- 21(29) - 6- 10(15) 38(54). 8" 0(0) 30(43) 55(78) R 12" 0(0) 15 21 43(62) 86 123 - U 16" 0(0) 3043 78111) 116(.185) N 18" 0(0) 24 34) 7. 104) 112(151.) 130(186) 20" 1 1 O(D) 16 23 . 68 98 109.156 727 18i 143 205 24" - 0(0) 1 2 58(83) 102(145) 120(172 128(197) 170(243) 30" 0(0) 0(0). 42 61. 90 128) 110(T57) 129(184) 163 233 207(296) 36" 0(0) 25 35) 77 110 99(141) 118(169) 155(221) 201(287) 2a7 344 48" 0(OT 48(68) 73(104) 96(136) 136(194) 186 266. 229(328) 300 -429) RESEARCH ASSOCIATION (DIPRA) WAS USED TO CALCULATE THE LENGTH OF "• '-------------------------- 2. METER & BFP ASSEMBLY TO BE INSTALLED LEVEL & PLUMB. RESTRAINED JOINTS BASED ON TYPE 3 STANDARD ANSI/AWWA C150/A21.50 LAYING tt 1 ** 50' MAXIMUM OF NEW PIPE. 3. METER BY-PASS TO BE SIZED NO LESS THAN 1/2 METER SIZE, 3" MIN. CONDITIONS FOR DUCTILE IRON PIPE. SANDY/ SILTY SOIL 3.0 FT MIN. COVERAGE (`^- FROM EXISTING WATER MAIN AND 15OPSI OPERATING PRESSURE APPROPRIATE ADJUSTMENTS MUST BE MADE FOR LENGTH AS 4. ENTIRE ASSEMBLY TO BE PAINTED SAFETY BLUE. DEVIATIONS FROM THESE ASSUMPTIONS. 2. SELECTED COMMON FILL FROM ORIGINAL EXCAVATION, SEE SPECIFICATIONS:. 3. USE OF ALTERNATIVE TYPES OF PIPE BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER. 4.. FOR COMBINED BENDS FORMING OFFSETS, THE LENGTHS QUOTED SHALL BE DOUBLED 5'-0 AND PROVIDED EACH SIDE OF THE CENTROID OF THE OFFSET. 5. VALVES LOCATED NEAR BEND'S OR TEES SHALL TAKE ACCOUNT OF ADDITIONAL TEE RESTRAINED JOINTS (150 PSI) 4" 4" PASSIVE SOIL RESISTANCE.. MINIMUM 0 B LINEAR FEET PIPE TO L F BRANCH R BE RESTRAINED FROM JOINT TEE 5. WATER. SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION, DEWATER AS NECESSARY. -_ 7. EXISTING CONCRETE / ASPHALT SURFACES AND BASE SHALL BE CUT SQUARE I PIPE SIZE 4" 6" 8' 12" 16' 18" 20" 24" 30" W. 48" CAPPED ENDS. - - - - - - - - - - - 90' BENDS 42 60 ( 59 85 ( ) 77 110 ( ) 108 155 138 198 ( 153 218 ( ) 16fi 38 2 ) 19 277 4( 3 3 2 1 3. 0) 6 2 5(379) 325(465 45' BENDS 17(25) 25 35 32 45 45 64 57 82 63(90) 69 987 80115 96(137) 110(157) 135(192) 22 1/2- BENDS 8(12) 12(17)15(22) 22 31 28(39) 30(43) 33(47.) 39 55: 46 66. 53(75) 65(92) 11 11V BENDS 4(.6) 6(8)'. 8 11 11 15 14.19 15(21) 16(23) 19 27 23(32) 26(37) 32 46 VALVE - I - REQUIRED TO MEET NEAREST VALVE 5. BFP TO BE SIZED EQUAL TO OR GREATER THAN METER SIZE. 6. MECHANICAL JOINTS SHALL BE RESTRAINED AS SPECIFIED BY COUNTY( ENGINEER. 7. BELL JOINT RESTRAINERS SHALL BE PROVIDED ON ALL UNDERGROUND PIPING. 8. ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON PIPE CEMENT LINED (NO GALVANIZED OR PVC) 9. FIASCO COUNTY MAY REQUIRE THE ENTIRE ASSEMBLY TO BE ENCLOSED IN 6' BLACK VINYL CHAIN LINK FENCE. 10. BFP MUST BE LISTED WITH THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH (USC APPROVED). 11, ABOVE GROUND INLET AND DISCHARGE PIPING SHALL BE SIZED IDENTICAL TO METER INLET SIZE. _ 12. ALL METERING EQUIPMENT SHALLBEFULLY COMPATIBLE WITH THE CURRENT PCU AUTOMATIC METER READING (AMR) SYSTEM. 8. ALL FITTINGS AND VALVES SHALL BE MECHANICALLY RESTRAINED. IN ADDITION , " ' - *BECAUSE ASSEMBLY IS TEMPORARY, FIASCO COUNTY WILL ALLOW GALVANIZED FITTINGS AS AN :ALTERNATIVE. ,. TO THE FITTING BEING RESTRAINED, THE MINIMUM LINEAR FEET TO BE RESTRAINED TYPE 1. GENERAL PORTLAND I_ _ - 2 0 13. lF METER IS PROVIDING FIRE PROTECTION AS WELL DOMESTIC WATER USE BYPASS MUST BE A MIN. 6 DIA D.I. PIPE FLG X PE. SIDES THE FITTING SHALL BE S SHOWN IN THE TABLE UNLESS OTHERWISE CEMENT 28 DAYS 3000 PSI CONCRETE _I ' MiN. ON BOTH ES OF IT NG A 0 H B E S E a . <. ." NOTE: 'a 14.1E METER IS FOR DOMESTIC USE ONLY LE. THERE IS SEPARATE STAND-ALONE FIRE CONNECTION A BADGER E-SERIES ULTRASONIC METER WITH - TI CUSTOMER SERVICE 7 7 847 8131 NOTED.. THE RESTRAINEDJOINT LENGTH FOR DUCTILE IRON PIPE ARE AS SHOWN. CONTRACTOR/CUSTOMER CUSTOMER SHALL APPLY AT PASCO COUNTY unu ES2 DU E a / ( ) NICOR LEADS AND ORION AMR ME TRANSMITTER OR APPROVED EQUAL. APPROPRIATE ADJUSTMENTS MUST BE MADE FOR PIPE MATERIALS OTHER THA N N IRON. FOR TEMPORARY WATER SERVICE AT LEAST 'THREE DAYS PRIOR TO REQUIRED SERVICE DATE: DUCTILE RO i F METER S USED FOR B H DOMESTIC AND FIRE PROTECTION USE AFIRE SERVICE METER WITH LOW fLOW TURBINE BYPASS METER SHALL BE USED WITH CONCRETE SAW. j_- M A T E R I A L S ITEM I QUANT.1 DESCRIPTION 1 1 2" BACKFLOW PREVENTER ASSEMBLY, REDUCED PRESSURE ZONE 2 1 2" METER' FURNISHED BY PASCO COUNTY UTILITIES 3 2 BRASS -METER FLANGES OR ADAPTORS 4 2 2" ELBOWS - BRASS OR S,S. 90' THREADED 5 2 2" RISER - BRASS OR S,S. 6 • CONCRETE SLAB 7 1 2" VALVE - LOCK -WING OVAL FLANGED BALL VALVE (BRASS OR SS) 8 2 2" TEE/ VALVES - BRASS OR S.S. B 1 2" GATE VALVE - BRASS OR S.S. 10 1 PIPE STAND SUPPORT 11 2 M.J. CAP WITH 2" TAP, 90% THREADED, BEND 12 2 GATE VALVE AND BOX DUCTILE IRON RESTRAINED JOINTS 9, IF THE PIPE iS DEFLECTED, THE MAXIMUM ALLOWABLE DEFLECTION ° - THE METER WILL BE FURNISHED, INSTALLED AND INITIAL READING TAKEN BY FIASCO COUNTY UTILITIES: FOR VERTICALLY ORIENTED FITTINGS (150 PSI) SHALL BE 75% OF THE MANUFACTURERS RECOMMENDED DEFLECTION, a < ALL FITTINGS, PIPING, VALVES AND MATERIALS INCLUDING THE PASCO COUNTY APPROVED REDUCED PRESSURE BACKFLOW PREVENTION DEVICE SHALL BE FURNISHED AND INSTALLED BY THE 16. NO TIE RODS OR EYE BOLT RETAINERS PERMITTED ABOVE GROUND. MINIMUM LINEAR FEET OF PIPE TO BE RESTRAINED FOR THEJO N I T TYPE USED. 6" ` CONTRACTOR/CUSTOMER. 17. IF OTHER ASSEMBLIES ARE PROPOSED TO BE PLACED PARALLEL TO METER FOR BACKFLOW ASSEMBLY (LE. FIRE SERVICES, IRRIGATION METERS, ETC.) JOINTS TEE AT BENDS VALVE OR END CAPS - CONTRACTOR/CUSTOMER FURNISHED REDUCED PRESSURE BACKFLOW PREVENTION DEVICE THERE SHALL BE A MINIMUM OF 361N OF SEPARATION BETWEEN ASSEMBLIES AS MEASURED FROM OUTSIDE TO OUTSIDE. 10. RESTRAINED JOINTS IN CARRIER PIPES (JACK AND BORE) SHALL NOT BE INCLUDED IN MUST BE INSTALLED BEFORE THE METER IS INSTALLED BY PASCO COUNTY UTILITIES. THE APPROVED RESTRAINED LENGTHS. BACKFLOW PREVENTION DEVICE SHALL BE TESTED AND CERTIFIED BY CONTRACTOR. 18. CONTRACTOR SHALL TEST AND CERTIFY BACKFLOW PREVENTION DEVICE. PIP S PE SIZE 4" 6" 8" 12" 16' 18" 20' 24' 30" 36' 48" * NUMBERS IN PARENTHESES REPRESENT LINEAL FEET OF RESTRAINT FOR POLY - E WRAPPED DIP AND FOR PVC PIPE. NOTE: IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC / VEHICLE AREA (PARKING LOT, DRIVEWAY, OR WITHIN 15 FEET OF l•," "-, , „�.•�, FI BACKFLOW N TECHNICIAN A T TIME 0 METER INSTALLATION. UTILITIES CERTl ED B CK LOW PREVENTION TECH A F S - CONTRACTOR/CUSTOMER SHALL PROTECT THE JUMPER/METER ASSEMBLY FROM DAMAGE. -CONTRACTOR/CUSTOMER IS RESPONSIBLE FOR BACTERIOLOGICAL TESTING AFTER CONNECTION OF TEMPORARY WATER: SERVICE, - TEMPORARY CONSTRUCTION JUMPER/METER ASSEMBLY SHALL NOT BE REMOVED UNTiL SYSTEM IS ACCEPTED BY PASCO COUNTY UTILITIES. - WHEN THE NEW SYSTEM IS ACCEPTED AND THE FINAL METER READING TAKEN BY FIASCO COUNTY, 19. FOR METERS UPTO 61NCHE5 USE BADGER PLATE STRAINER MODEL STR-PS-00058 OR € UAL•. FOR METERS GREATER THAN 6 INCHES USE BADGER Q ' PLATE STRAINER ML-MS, MODEL NUMBER STR-PS-00055. CAPPED ENDS 42(6D 59 85 77 110 108 155 138 198 153 218). 166 238. 194(277 231(330 265(379 325..465) 90' BENDS 20(24) 29(33) 37(43) 51(60) 65(76) 72(83) 78(90) 89 104 10 122) 120(138) 144(167) 45' BENDS. 8(10) 12(14) 15(18) 21(25) 27(31) 30(35) 32(37) 37 43 44(52) 50(57) 60(69) 22 1/2' BENDS 4(5) 6(7) 7(9) 10 12 1 15 15 17 16 18 1821 21(24) 24(28) 29(33) 11 1/4' BENDS 2(2) 3(3) 4(4 5(6 7(8) 8(9) 8(9 911 11 12 1214) 1 16. VALVE 35(50) 49(71 84(92) 90. 130} 115 1651 128(182:. 139(198 160(230) 193(275) 220(320) 325(465) DUCTILE IRON RESTRAINED JOINTS THE TEMPORARY CONSTRUCTION JUMPER/METER ASSEMBLY MUST BE COMPLETELY FOR HORIZONTAL FITTINGS (150 PSI) METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF FOUR REMOVED FROM M,J CAP TO M.J. CAP AND A NEW WATER MAIN IS TO BE TRAFFIC BOLLARD PROTECTION POSTS AND FOR ABOVE GROUND CHLORINATED AND INSTALLED COMPLETING THE FINAL CONNECTION. MINIMUM .LINEAR FEET OF PIPES BE RESTRAINED METERS 3 INCHES AND LARGER A MINIMUM OF 6 TRAFFIC - BY APPLYING FOR SERVICE, CONTRACTOR/CUSTOMER AGREES TO TAKE WATER SERVICE JOINTS TEE AT BENDS VALVE OR END GAPS BOLLARDS ARE REQUIRED. FROM PASCO COUNTY UTILITIES IN ACCORDANCE WITH THE APPROPRIATE RATE SCHEDULE AND IN ACCORDANCE WITH PASCO COUNTY UTILITIES RULES AND REGULATION. NUMBER IN PARENTHESIS REPRESENTS LINEAL FEET OF - IF STAINLESS STEEL IS USED, CONTRACTOR IS RESPONSIBLE TO PROVIDE TRANSITION FITTINGS AND/OR RESTRAINT FOR POLY WRAP AND FOR PVC PIPE DIELECTRIC UNIONS AS APPROPRIATE WHERE CHANGING FROM BRASS TO S.S. CREATED JULY 2015 PROVIDED FOR INFORMATIONAL CREATED JULY 2015 PROVIDED FOR INFORMATIONAL CREATED FEB 2021 PROVIDED FOR INFORMATIONAL CREATED FEB. 2003 PROVIDED FOR INFORMATIONAL CREATED FEB 2021 LARGE METER 3" AND ABOVE PROVIDED FOR INFORMATIONAL PURPOSES ONLY.. REVISED NOV. 2015 RESTRAINED JOINT TABLES PURPOSES ONLY, NO MODIFICATIONS WITHOUT REVISED NOV. 2015 .RESTRAINED JOINT NOTES PURPOSES ONLY. WITHOUT NO MODIFICATIONS WIT T REVISED MAY 2oa1 BOLLARD POST DETAIL P ONLY PURPOSES No MODIFICATIONS �rrlTHouT REVISED JAN 2014 N R SERVICE TEMPORARY CONSTRUCTION WATER E P RPOSES ONLY. U No MODIFICATIONS WITHOUT REVISED .MAY 2021 WITH SINGLE BACKFLOW PREVENTER No MODIFICATIONs WITHOUT WRITTEN PCU APPROVAL WRITTEN PCU APPROVAL WRITTEN PCU APPROVAL (JUMPER METER) WRITTEN PCU APPROVAL NOTES CONTINUED WRITTEN PCU APPROVAL MAY 2016 MAY 2016 MAY 2016 PASCO COUNTY UTILITIES DETAIL W2A JUNE 2017 PASCO COUNTY UTILITIES DETAIL G10 JUNE 2017 PASCO COUNTY UTILITIES DETAIL G11 PASCO COUNTY UTILITIES DETAIL C18 JUNE 2019 PASCO COUNTY UTILITIES DETAIL W1 Im pt F ci c Mot L u M C CD s M �- U • z `Y' w CU • us C E U_ tT3 2) (p O i U �" Ca E C s o N is ' CO N Q) c L CD N d Ez, D W O r N W O �ON - Q X U(0 0 1 N O Z F W M oo m O W F- FJ- X Q U�OD_d) I 0 ra 0 11. F I N F_ N�LD -1 N N Q Q 0 LL IL J 0 0 co Oct z LLI W I.J W ♦/� V ♦ J N d" co J_ M Z 0 U_ to J J (f) _ Z UJ Lu N W M Q U L!J ~ co 0 17 W Cf Q o o 00 ROO M Project number 2326 DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN 09/01/23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 UTILITY DETAILS C&O FOOT #5' -*-STREET PERPENDICULAR TO THE MAIN MATERIALS ITEM QUANT. DESCRIPTION 1 1 FIRE HYDRANT 5 Ile VALVE MIN., PAINTED. YELLOW 2 + RESERVED 3 1 VALVE BOX, SLIP TYPE 4 1 8" VALVE, GATE, M.J. RESILIENT WEDGE, N.R.S. 5 1 1 ANCHOR Md C OR TE£ 6 « 6' RESTRAINED JOINT M.J. (MEGALUG OR EQUAL) 7 + VALVE EXTENSION ROD AS NECESSARY (S MAX. BELOW GRADE) 8 • 6" 90' BEND, D.I., RESTRAINED NU I Lb! 1.. MINIMUM CLEARANCE OF 18• FROM C/L OF STEAMER NOZZLE TO FINAL GRADE, TO BE ADJUSTED BY CONTRACTOR. 2. ADD REFLECTIVE PAVEMENT MARKER (RPM, BLUE/BLUE)IN CENTER OF LANE IMMEDIATELY ADJACENT TO HYDRANT. 3. A 3-FT CLEAR ZONE SURROUNDING THE HYDRANT SHALL BE FREE OF ANY TREES, SHRUBS, AND DRIVEWAYS. 4. HYDRANT CAPS SHALL BE COLOR CODED BASED ON FLOW RATES: • BELOW 500 GPM: RED • 500-1,000 GPM: ORANGE • 1,000-1,500 GPM: GREEN • ABOVE-1,500 GPM: BLUE 5. THE FOLLOWING FIRE HYDRANTS ARE ACCEPTABLE - AMERICAN FLOW B-84-B; KENNEDY K-81 OR EQUAL CREATED FEB 2003 STANDARD FIRE HYDRANT PROVIDED FOR ONLYATIONA REVISED SEPT 2014 CONFIGURATION NO MODIFICATIONS WITHOUT AUG 2015 WRITTEN PCU APPROVAL FEB 202a PASCO COUNTY UTILITIES DETAIL W13 ALLOW 2' MINIMUM CLEARANCE ON ONE SIDE STORM OF UTILITY FOR MAINTENANCE DRAIN PURPOSES AND NO LESS THAN V CLEARANCE ON THE OTHER SIDE I DUCTILE IRON CASING PIPE LINK SEAL DIA. = 2X CARRIER PIPE DIA. ,A At PIPE CARRIER 4"-14" PIPE CENTERED AND RESTRAINED STAINLESS STEEL CASING SPACERS PLAN VIEW WITH PLASTIC SKID N.T.S. END VIEW PADS W/ SS N.T.S. HARDWARE PIPE DIAMETER 16" - 48" LINK SEAL CONFLICT CARRIER PIPE (C900 PVC) CASING SPACERS INSTALLED PER MFG. RECOMMENDATIONS CREATED DEC 2020 REVISED MAY 2021 4'-0" MIN, DRAIN -[STORM 9 SECTION A -A' N.T.S. WATER AND STORM WATER CONFLICT STRUCTURE DETAIL PASCO COUNTY UTILITIES RUBBER END SEALS OR BRICK & 2" PLASTER SEALS ON BOTH ENDS OF PIPE CASING LINK SEAL A TYPE "I MANHOLE FRAME AND COVER (FDOT INDEX 425) TYPE "J" OR "P" STORM MANHOLE BOTTOM AS SPECIFIED ON STORM WATER PLANS (FDOT INDEX425) " BOA TAPE i- LINK SEAL DUCTILE IRON CASING PIPE DIA. = 2X CARRIER PIPE DIA. 1' MIN. CLEARANCE BETWEEN OBSTRUCTION AND FLOW LINE OF OUTLET PIPE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN PCU APPROVAL DETAIL G20 NOTES: 1. THESE DETAILS ARE FOR CONSTRUCTION FIELD EXPEDIENCY TO RESOLVE UTILITY CONFLICTS THAT CANNOT BE REMEDIED BY RELOCATION. FOR CONFLICTS DETERMINED DURING DESIGN, USE THE CONSTRUCTION SHOP DRAWINGS FOR STRUCTURE DETAILS. 2. CONCRETE USED IN CONFLICT STRUCTURES SHALL BE AS SPECIFIED IN ASTM C478.4000 PSI MAY BE USED IN LIEU OF CLASS I CONCRETE. 3. MAXIMUM OPENING FOR PIPE SHALL BE THE PIPE OD PLUS 6". MORTAR USED TO SEAL THE PIPE INTO THE OPENING WILL BE OF SUCH MIX THAT SHRINKAGE WILL NOT CAUSE LEAKAGE INTO OR OUT OF THE STRUCTURE E 4. BOA TAPE SHALL BE USED ON ALL JOINTS, CASTINGS, AND o RISER RINGS. CV 5. BOA TAPE SHALL BE USED IN ACCORDANCE WITH MFG RECOMMENDATIONS. a 6. LIFT HOLES SHALL NOT PENETRATE WALLS. a 7. EXTERIOR AND INTERIOR SHALL BE COATED WITH CONSEAL CS-55 OR PROTECH 3 EW-1 AQUAPDXY OR APPROVED EQUAL AT THE MINIMUM RATE/THICKNESS ch RECOMMENDED BY THE MANUFACTURER, COAL TAR IS NOT ALLOWED. _ CARRIER CASING CASING WALL PIPE PIPE THICKNESS (INCHES) (INCHES) (INCHES) M 4 12 5/16 6 16 5/16 8 16 5/16 10 24 3/8 12 24 3/8 16 30 1/2 a 20 36 1/2 W 24 42 1/2 a 30 48 1/2 36 54 5/8 42 60 5/8 48 66 5/8 CREATED DEC 2020 REVISED MAY 2021 WATER AND STORM WATER CONFLICT STRUCTURE NOTES PASCO COUNTY UTILITIES PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN PCU APPROVAL DETAIL G20A DOUBLE CHECK WITH DETECTOR ASSEMBLY OUTDOOR INSTALLATION FEBCO MODEL 850, OR APPROVED .EQUAL WITH THERMOSTATIC VALVE FREEZE PROTECTION (FREEZE PROTECTION NOT SHOWN FOR CLARITY. THERMOSTATIC VALVE SHOULD BE INSTALLED ON THE DOWNSTREAM TEST COCK OF THE BACKFLOW PREVENTER) POST INDICATOR VALVE (IF REQUIRED) FJ DI 90' ELL (TYP). (4) 6" BOLLARDS.. SEE DETAIL ON SHEET 6 1" EXPANSION JOINT FILLER (TYP) PIPE SUPPORTS z (PER MANUFACTURER g- FINISHED RECOMMENDATIONS) _N '•ty 24" GRADE (TYP). (MIN) " O 'x d v .. v A ,x - 12" CONCRETE SLAB, 4" THICK x 3'-4" WIDE x MIN 10'-0' LONG W/ 6x6 W4.9xw4.9 WWF; CHAMFER EXPOSED EDGES 1" 4" FJxRPOJ DI PIPE FLOW -- --- FLOW 4" FJ x FJ DI 90' ELL NOTES: 1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CLASS 53, CEMENT LINED INTERIOR WITH FLANGE FITTINGS FOR ABOVE GROUND USE. MANUFACTURERS RESTRAINED JOINTS SHALL BE USED FOR UNDERGROUND PIPING. 2, CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 3. ALL BACKFLOW ASSEMBLIES OR. DEVICES MUST HAVE ASSE APPROVAL THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A DOUBLE CHECK PRESSURE DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION AND HYDRAULIC RESEARCH FOR INSTALLATIONS WHERE CHEMICALS ARE ADDED TO THE FIRE SUPPRESSION SYSTEM. IF NO CHEMICALS ARE ADDED, A DUAL CHECK BACKFLOW PREY NTER CAN BE USED. L D E 4, THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xWi.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF3000psi. 5. SLAB WIDTH SHALL BE 5 FT TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. 6. BOLLARDS NEEDED IN HIGH TRAFFIC OR VEHICLE MOVEMENT AREAS. 7. ALL ABOVE GRADE VALVES TO BE OS&Y. VALVE HAND WHEELS SHALL BE LOCKED WITH CORROSION -RESISTANT CHAINS (THE CITY TO PROVIDE THE LOCKS). BACKFLOW PREVENTION ASSEMBLY (FOR FIRE SERVICE ONLY) NTS CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 W-12 -or A -A A COMPOSITEMANHOLEFRAME & COVER. (WHERE COMPOSITE CAN NOT BE USED, C.I. USF NO. 170-E ORS OR EQUAL) W/ WORD "SANITARY", H-20 LOAD RATED COMPOSITEFRAME AND COVER NOT TO BE PLACED ON PAVEMENT AREA. 2" BELOW MANHOLE RIM FINISHED GRADE (TYP. ALL MANHOLES) BRICK LEVELINGCOURSE (EXTERIOR& INTERIORTO BE COVERED— CEMENT 12" MAX MORTARLINING) 12" BOA TAPE ALL PRECAST UNITS MFG. IN L e aI� 2' DI A. ACCORDANCEW/ A S T.M. SPEC. JOINTS TO BE SEALED C 478 OLDCASTLEOR EQUAL W/ (2) 0-RING SEALS to OR (2) RAMNEKGASKETS _I (INSIDE & OUTSIDE) m II, (ASTM C443) 12" BOA) PE 1 X Q Wa o -5" MIN. 12" BOA TAPE 4'-0" DIA. FLEXIBLE BOOT W/ S.S. STRAP CLAMPS (ASTM C-923) I I I iV PVC SDR-26 r 1 U PLAN VIEW CITY OF ZEPHYRHILL a $ o GENERAL NOTES: a a w 1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK o W m OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY a a/ A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED i a O (CONCRETE OR ASPHALT) w vi N U. a w6 w 2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH W o �a 5 zffi , Q AND LARGER PIPE. � i g 5 V 3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE W z> < 3 o 0- REQUIRED PRIOR TO ACCEPTANCE. BY THE CITY. ww z2w< W z x n.'� , M 2 4, THE CITY WILL FURNISH AND INSTALL THE METER/BACKFLOW ASSEMBLY AFTER J w o w o liz INSTALLATION FEES HAVE BEEN PAID. THE CONTRACTOR WILL BE REQUIRED TO COcaz w> a 0 Q INSTALL THE METER/BACKFLOW FOR 3" AND LARGER METERS. N W W M O m w z w 5 (,� J 5, THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED N < CL WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY z <0 3 z STRENGTH OF 3000psi. w _JJ w LU 6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL x 30 <w �' (' BE 2 INCHES ABOVE FINISHED GRADE. =mm °' zz w- Of w U) U, RF a (n z 7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH o?Q I WU ( SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. W Z U W w Q o� �� w 8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING " w o w w °' "0 E Z LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), 00,,� z U Q METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD LLI W _. PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 3a m �,5 � o ~U TRAFFIC BOLLARDS ARE REQUIRED. gw Wo ;:2 z W d' Z U' U Z Ipjj� to 19 C1 {71 .1. W M µZlq N M 4 L6 Q TEMPORARY METER NOTES:. 1. THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND a/ ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. LU ~ 2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE � WATER DISTRIBUTION SYSTEM B THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT Y E EA N rn n w Q AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT.. 3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL x * N M N ROADWAY OADSIDE DESIGN STANDARDS INCLUDING BUT NOT LIMITED TO CLEAR /R N ZONE REQUIREMENTS. Z �0 10 ao .- J N N N N W N , : GENERAL WATER METER ASSEMBLY NOTES W � m (O +t t7 RESIDENTIAL OR COMMERCIAL DEVELOPMENT NTS CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Wwl PHONE (813)780-0029 FAX (813)780-0613 PLAN VIEW CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 PHONE (813)780-0029 FAX (813)780-0613 W=16E ALLEY, EASEMENT,. STONE r R PROPERTY LINE � 14' MIN. HOUSE CONNECTION PLUG & SEAL 4 P.V.C. 4T BEND II (SHORT RADIUS) */ 4' C/0 SERVICE LATERAL PLAN STD! P.V.C. 6' x 6' DOUBLE Y BRANCH SEWER MAIN y\ (• P.V.0 3(Y END SHORT RADIUS r 6' P.V.C. BEND 6* e S(AS REQUIRED LSA1(EyR� Cl -L(BRAN#HES TOZE�VARIES) LOCATED IN THE FIELD) IpALLOS TO BE OR PLUGS A/�L HOUSE ICON ECCMNN W/ FINAL GRADE FDOT #57 STONE (6" MIN. DEPTH) 1 NTED MARCH 2o21 SED SURFACE CURB RED- BELOW 500 GPM ORANGE= 500- 10DO GPM GREEN- 10DO-15DO GPM BLUE- 15DO GPM AND ABOVE Z Z iv N SEE VALVE BOX DETAIL loop r, � 3 24" C C IN Al _ 1M,7�1i�V,711 L CN C'ry •� 4 UNDISTURBED EARTH 75 r U CD UCD v1 jN L E U ILL. (� coE CD -heCU W) 0 cs 2CO 00 04 Co L M�c~�I 3 Q � C75 o o x zo ❑ o.. F r= r TM °ww PIz O ��,,wz �a zM ITEM I QUANT, I DESCRIPTION 1 1 FIRE HYDRANT 5 Ile VALVE MIN:, PAINTED YELLOW 2 • 6- DIA. PIPE, P.V.C. OR-14 MAX 21Y LENGTH 3 1 VALVE SO6 SUP TYPE 4 1 6' VALVE, GATE, M.J. RESILIENT WEDGE, N.R.S. S 1 MJ ANCHOR TEE 8 0 6' RESTRAINED JOINT M.J. E G 0R E GALU QU 7 1 6' 90' SEND M.J. D.I. RESTRAINED 8 « I VALVE EXTENSION ROD, AS NECESSARY (3' MAX. BELOW GRADE) z �zuzoi?m zoa�W 3'"aF=z ow3a3oNo�5Zgo��oQ�a 3g i ❑ mz ee Cu m z zo z z i o o z w u ova ¢ w 0. o za o ��5 ��zJG S z o� x a z o N � 4 2 f- U z z Y a r 6 ¢ z z 3 z o G G Z U s �oo3G���G`; mezzo NOTES: xr_axa Oz xzoos".5 'aI-,ui I. MINIMUM CLEARANCE OF 18" FROM CA OF STEAMER NOZZLE TO FINAL GRADE. TO BE ADJUSTED BY CONTRACTOR. 2. ADD REFLECTIVE PAVEMENT MARKER (RPM, BLUE/BLUE)IN CENTER OF LANE IMMEDIATELY ADJACENT TO HYDRANT. - - - --a`',.r ". 3. A 3-FT CLEAR ZONE SURROUNDING THE HYDRANT SHALL BE FREE OF ANY �',< V, 'N -" TREES, SHRUBS, AND DRIVEWAYS.,` < °._ 4. HYDRANT CAPS SHALL BE COLOR CODED BASED ON FLOW RATES: BELOW 500 GPM: RED 500-1.000 GPM: ORANGE 1,000-1,500 GPM: GREEN w� AB1w OVE- ,500 GPM: BLUE - C r . , 5. THE FOLLOWING FIRE HYDRANTS ARE ACCEPTABLE - AMERICAN FLAW B-84-9; KENNEDY K-81 OR Eg1AL w FIRE HYDRANT PROVIDED FOR INFORMATIONALPURP ES CONFIGURATION NO MODIFICATIONSNWITHOUT a.�� (SPACE -CONSTRAINED) WRITTEN PCU APPROVAL ®��'� a PASCO COUNTY UTILITIES DETAIL W14 �/!//fie y g U NU IT EASEMEN I- O Q Z Z 0 W�Qw COIN 0 Q 0 1 0 - z W0100 1 u1 R/W OR EASEMENT LINE- 7 I I Z Z W Fe 't w M M o 2X4 TREATED WOOD MARKER STAKE FINISHED GRADE -STREET. ALLEY, EASEMENT CURB k GUTTER Sx1EWALK r R/K OR PROPERTY LINE INSTALL DAB MARKER � �•r . \�' 9Q•�f� i OP OF ATE MARKER �i•\ �;/r,, /./.r✓il/.\/. �i 2'WXOD AVEMEWT 'X 6' sm. � Q.V.C. DOUBLE 'Y 9RAN04 IFSEWER \ y\ IS 7-W OR�.\ ��CLEAN-OUTI PVC CLEAN -OUT AT R LINE OR EASEMENT LINE O • �J/ 1 ` !I'�\ ^'' •', m LA7 ,LL SQRMCf IF SEWER MAIN I GREATER SERMOE LATERAL ' I DEPTH IS LESS • ///.liv `. it THAN 7-W I OR, \\/ // O - / - _ - .STREET R/W LINE \<\\�` J // SERVICE PIPE WYE BRANCH 1 X MIN. SLOPE i • :/ ! MIN. III SLOPE 46• STONE OR OGNC CRADLE 8 'r C(IF. C /0 SEE STANDARD MAX : ' •` RE(M) STD, PCU DETAIL S-7, PCJ DETAL 8" (UP TO 13' DEEP) L 3" CLEAR 12" (MORE THAN 13' DEEP) NO, 4 REBAR AT 12" GROUT FILLET SLOPE O.C. REINFORCING PER GROUT ON EACH SIDE 11 IL I OF FLOW CHANNELS T SINGLE SERVICE CONNECTION DOUBLE SERVICE CONNEC ION A.S.T.M. C-478 SEE MANHOLE BENCH I Q NOTES: AND INVERTS DETAIL S2. ALL MEEWITHTINGLATEST LAI3RATORY PLAN VIEW I UNDISTURBED MATERIAL CONNECTION BY CUSTOMER 1. CONCRETE SHALL BE TYP TI CEMENT, ASTM REQUBtEMENTSAND PROVIDED WITH NOTES, CERTIFICATION. 2. BOA TAPE MUST BE USED IN ACCORDANCEWITHMANUFACTURERSRECOMMENDATIONS. 3. THE TYPE OF 1NTERIORLEnNGUSED SHALL BE QUADEXGEOKRETEON ALL STRUCTURES TO BE LINED. - MANHOLE BENCH SHALL HAVE A. STEEL ROWEL FINISH - MINIMUM DROP FROM INLET INVERT TO OUTLET INVERT SECTION SANITARY SEWER MAIN W SHALL BE NO LESS THAN 0.10 FEET. PLAN VIEW NOTES' 4, A FORCE MAIN CONNECTIONREQU.STHE RECEIVINGMANHOLEAND THE FOUR DOWNSTREAMk FOUR UPSTREAM - DEPTH OF CHANNELIZATION SHALL BE EQUAL TO 807 - CONTRACTOR SHALL MAKE, ON A CLEAN SET OF PLANS, THE FINAL STATIONING OR MANHOLESTO BE LINED.ATPUMP STAUONSTHE "KING" MANHOLEAND4 UPSTREAMMANHOLES (EACHNVERT) SHALL OF PIPE DIA, (MIN.) DISTANCE AND DIRECTION FROM MANHOLE OF EACH SERVICE LATERAL AND THEN GIVE BE LINED. 5. PASCO COUNTYMAYREQUIREADDITIONAIMANFIOLESTO BE LINEDBASED ON MANHOLESPACING - MINIMUM SHELF SLOPE TO BE 1"/FT FROM WALL TO 1"\FT SLOPE -"�� TO ENGINEER FOR RECORD PURPOSES, W 5, PASCO COUNTY SHALL HAVE THE OPTION OF REQUIRINGA NEGATIV' RESSURE TEST PER AS C-1244. 14AVEPENETTHE OPTION CHANNEL. _ - TYPE II CONCRETE FILL SHALL BE USED FOR MANHOLE - PROVIDE 2" x e PRESSURE TREATED WOOD' MARKER STAKE AT ALL SANITARY SERVICES 7. LIFT HOLES MUST NOT WALLS. BENCH, (INCLUDE IN PIPE PRICE), TOP OF STAKE TO BE PAINTED WITH GREEN PAINT. 8. PRECAST CONCRETE SHALL ATTAIN AMINIMUM COMPRESSIVE STRENGTH OF4,000PSI AT28.DAYS. - BENCHES AND INVERTS SHALL BE COATED WITH ` UJ 9. USE OF ECCENTRIC CONES REQUMS SPECIAL APPROVAL. CONSEAL CS 55 OR PROTECH EW-1 AQUAPCXY OR - THE MINIMUM DIAMETER OF SINGLE SERVICE LATERALS SHALL BE 4,THE MINIMUM DIAMETER OF DOUBLE SERVICE LATERALS SHALL BE 6* , 10. EXTERIORANDINTERIORCOATINGCONSEALCS-55 OR PROTECHEW-1 AQUAPDXYOR APPROVED EQUAL ATTHE APPROVED EQUAL AT THE MINIMUM RATE/THICKNESS " MINIMUMRATE/THICKNESSRECOMMENDEIBY THE MANUFACTURERCOAL TAR IS NOT ALLOWED, RECOMMENDED BY THE MANUFACTURER. COAL TART IS -`° , _ .`= ° `. - REFER TO STANDARD PCU DETAIL G-9 FOR CLEARANCE CRITERIA. 11. MANHOLEW/ CONNECTIONSHALLHAVE24 HR HYDROSTATICL,EAKTEST. NOT ALLOWED. -SEWER SERVICES MUST NOT BE LOCATED IN REAR YARDS. 12. ALL LINED MANHOLESSHALL HAVE COMPOSITEFRAME AND COVER AS MANUFACTUREIBY CAP OR EQUAL. PROFILE VIEW COMPOSITEFRAMES AND COVERS NOT TO BE PLACED ON THE PAVEMENTAREA CREATED FEB 2021 PROVIDED FOR INFORMATIONAL CREATED, EM2- 21 STANDARD MANHOLE PROVIDED FOR INFORMATIONAL CREATED FEB 2021 PROVIDED FOR INFORMATIONAL PURPOSES ONLY. CREATED FEB 2021 SANITARY SEWER - SINGLE WYE CONNECTION PROVIDED FOR INFORMATIONAL PURPOSES ONLY. T REVISED STANDARD MANHOLE PURPOSES ONLY NQ MQDrFICATIONs wrrxouT WISED BENCH AND INVERTS PURPOSES ONLY. NQ MQD¢ICATIQNs WITHOUT REVISED SANITARY SEWER LATERAL CONNECTION NO MODIFICATIONS WITHOUT REVISED AND TYPICAL CLEAN -OUT NO MODIFICATIONS WITHOUT i WRITTEN PCU APPROVAL WRITTEN PCU APPROVAL WRITTEN PCU APPROVAL WRITTEN PCU APPROVAL '.. PASCO COUNTY UTILITIES DETAIL SI PASCO COUNTY UTILITIES DETAILS2 PASCO COUNTY UTILITIES DETAIL S4 PASCO COUNTY UTILITIES DETAIL S6 W N Iss- U) W wFr��w0 0 0 a x� 0 0 D D. I IN Z0�N3i_JNI�Q ZZrlzXU Q 0 LL a. J M Q J 0 U_ U� v/� J ! d Z N 0 W V Q O F () Uo O co Project number 2326 DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN 09/01/23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 � ADDED DD Lq-\ AADDRESEUTILITY COMMENTS 03/1 1 /24 UTILITY DETAILS C8.1 W TRANSITION DETAIL f: 4 -j Slope To Drv ain oAft/ft Min. Fllter Fabric Compacted Backfill Existing Or Temporary Sldedrain Pipe SECTION A -A (To Be Stabilized As Required RURAL CONNECTION DETAIL Based On Flow And Grade. General Notes: 1. ALL EROSION CONTROL METHODS SHALL MEET THE PLAN TYPE III SILT FEN] r� r_ ,!!r fill", I —II ELEVATION ELEVATION BARRIERS FOR SWALES EXISTING ROW f I � B WTE III SILT FENCE IjJ( If—iy. SOIL TRACKING PREVENTION DEVICE N. T. S. Flow PLAN BARRIERS FOR SLOPES ig Roadway Of Pavement TEMPORARY DRIVEWAY APRON �RETE (3000 P51) WITH :TED SUBGRADE (95% MODIFIED R) ASPHALT (SP-12.5) WITH ;TED SUBGRADE (95% MODIFIED R) DISTANCE VARIES - MINIMUM OUTSIDE OF CRITICAL ROOT ZONE OR AS DETERMINED BY CERTIFIED ARBORIST. ROOT PRUNING TRENCH TO BE BACKFILLED WITH CLEAN EXISTING SOIL AND SUPPLEMENTED BY NEW TOPSOIL AS NECESSARY. 9" MAXIMUM WIDTH. FINAL LOCATION DETERMINED BY CERTIFIED ARBORIST, BASED ON FIELD CONDITIONS. GENERAL LOCATION TO BE BACK OF PROPOSED PARKING AREA PAVEMENT PARKING AREA / ROADWAY / HARDSCAPE f ROOT PRUNING TO BE ACCOMPLISHED BY MECHANICAL TRENCHER WITH SHARP BLADES AND UNDER DIRECTION OF A CERTIFIED ARBORIST. EXISTING TREE PROTECTION_/ ROOT PRUNING GENERAL NOTES EXISTING TREES AND PALMS WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION AND SPECIFIED TO REMAIN ARE TO BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS WITH TREE BARRICADES. THE CONTRACTOR SHALL PROVIDE AN INTERNATIONAL SOCIETY OF ARBORIST (ISA) CERTIFIED ARBORIST WITH A MINIMUM OF 5 YEARS EXPERIENCE WITH SIMILAR PROJECTS, TO DIRECT APPROPRIATE PRUNING (ROOTS, BRANCHES) AND/OR OTHER TREATMENT NECESSARY TO ENSURE THE HEALTH, VIABILITY AND ATTRACTIVENESS OF TREES TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE CERTIFIED ARBORiST'S INSTRUCTIONS. PRUNING SHALL CONFORM TO ANSI A-300 PRUNING STANDARDS. ALL TREE ROOTS EXISTING WITHIN IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE, SHALL BE SEVERED CLEAN AT THE LIMITS OF THE PRESERVED AREA WHERE INDICATED ON THE PLANS OR AS DIRECTED BY THE CERTIFIED ARBORIST IN THE FIELD. ROOT PRUNING SHALL BE ACCOMPLISHED BY MECHANICAL TRENCHER WITH SHARP BLADES AND UNDER THE DIRECT SUPERVISION OF THE CERTIFIED ARBORIST. GENERAL ROOT PRUNING DETAIL N.T.S. a D loop- 60 C v, AC U W Y/RIGHT-OF-WAY 1 V L ' o C a CONTOURS (� M GRADE s ti co Q D GRADE U zco CD fn BUFFER .> L u oL S LIMIT Y cp E 0) cu v :E �� J s� Lo U CU C s ZO E2N C i N CV, �# C ATER PIPE io i tiZ1 co QM�- .� W ' (n :D MITERED END SECTION Q O RUN-OFF DIRECTION )ED STORM INLET SPECIAL N07M TREE SHALL BE REMOVED UNLESS SPECIFICALLY TAGGED FOR REMOVAL BY THE ENGINEER, 1. NO 2. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE TREES THAT ARE TO REMAIN. 3. ROOTS GREATER THAN 1" DIAMETER SHALL NOT BE CUT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 4. TREE ROOTS OF 1" DIAMETER OR LARGER THAT NEED TO BE CUT SHALL BE CUT NEATLY. 5. STOCKPILED MATERIALS OR UNNECESSARY VEHICULAR TRAFFIC SHALL NOT BE ALLOWED OVER ANY TREE ROOTS SYSTEM. 6. TYPE -A BARRIER OR TYPE-B BARRIER SHALL BE CONSTRUCTED WHEN CALLED FOR ON PLANS OR AS DIRECTED BY THE ENGINEER. BARRIERS SHALL BE MAINTAINED IN PLACE UNTIL REMOVAL IS DIRECTED BY THE ENGINEER. 7. TREES TO BE PRESERVED ARE TO BE FIELD-VERIFIED/APPROVED. Post (Options: 2'x4' Or 2.5' MIn.Dia.Wood; Steel 1.33 Lbs./Ft. Min.) A 11A ELEVATION TYPE III SILT FENCE NOTES: o•+/ Optional Post. Position (Vertical) Principle Post Position Filter Fabric (In (Canted 20' Toward Flow) Conformance Nth Sec.985 Fdot Spec.) Fiter Fabric Silt Flow SECTION -For Additional Information And Details, See F.D.O.T. Index No.102. -Unless Specified, Hay Barriers May Be Used In Lieu Of Silt Fences. Additional Posts & Rails May Be Necessary To Secure & Support Barriers. -Additional Fence Lengths May Be Required By The County Engineer Or By Regulatory Agencies. Do Not Deploy In A Manner That Silt Fences Will Act As A Dam Across Permanent Flowing Watercourses. Silt Fences Are To Be Used At Upland Locations And Turbidity Barriers Used At Permanent Bodies Of Water. TURBIDITY BARRIERS (2006), Z O _ iwaGa��z °mow �rZ o ow.z "tea z� r z o z o a 0 3 w a z $ umzi�,.,�r ui�N3 u Om .?a�� Zzow�a�F���w za 0000a o�pao�m3G r o w r d 0 o o p Y, pa95o5>NGz�aG�mm�1 0 moo? oaou�agaao a� 0 �Y 0� O Z Z U It I IN W O O IN W 0 Q �l Z W U t�D U N D Z E W 0 W O W d W H� O DJoo 01 0D °'X I N z�N3_J < ZZ11Z 0U Q 0 LL J U IL J 0 0 Q I— Z W M W J W /\ V ♦ .J (f) J N may' M O = L LL_ cn U U _ LU Z W IV W = N O LU v O Q I-- W u Q Q O M Project number 2326 DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN 09/01/23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 STORM WATER POLLUTION PREVENTION PLAN D 1 REGULATORY REQUIREMENTS FOR CONSTRUCTION PROJECTS INCLUDE: ENVIRONMENTAL RESOURCE PERMIT (ERP) CONSTRUCTION SURFACE WATER MANAGEMENT PLAN PURPOSE: PREVENT EROSION AND SEDIMENT DEPOSIT IN WETLANDS/SURFACE WATERS OR ADJACENT PROPERTIES. PREVENT OFFSITE FLOODING. PREVENT VIOLATIONS OF STATE WATER QUALITY STANDARDS. REGULATORY AGENCY: STATE OF FLORIDA WATER MANAGEMENT DISTRICTS APPLIES TO: ALL CONSTRUCTION PROJECTS UNLESS SPECIFICALLY EXEMPT BY RULE.. RESPONSIBLE ENTITY: ENVIRONMENTAL RESOURCE PERMITTEE SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE. REQUIREMENTS: ALL PERMITTED PROJECTS SHALL PREPARE AND MAINTAIN A CONSTRUCTION SURFACE WATER MANAGEMENT PLAN (CSWMP) IN ACCORDANCE WITH F.A.C. 40D RULES, PART B, BASIS OF REVIEW, SECTION 2.8. MAJOR COMPONENTS OF THE CSWMP 1. SITE PLAN. 2. TOPOGRAPHY AND HYDROLOGIC DATA 3. CONSTRUCTION DETAILS. 4. PROCEDURES TO CONTROL EROSION AND SEDIMENTATION. 5. PROCEDURES FOR STORMWATER MANAGEMENT. 6. MAINTENANCE PROCEDURES. 7. INSPECTION RECORDS. SEE "THE FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL", OCTOBER 2018' (OR LATEST EDITION) FOR ADDITIONAL INFORMATION. AND CHAPTER 6, "THE FLORIDA DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT".(FDER 1988) NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PURPOSE: PREVENT THE DISCHARGE OF POLLUTANTS ASSOCIATED WITH CONSTRUCTION ACTIVITIES TO SURFACE WATERS OF THE STATE. REGULATORY AGENCY: EPA AND STATE OF FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION APPLIES TO: ALL CONSTRUCTION PROJECTS DISTURBING ONE (1) OR MORE ACRES OF LAND UNLESS SPECIFICALLY EXEMPT BY RULE. RESPONSIBLE ENTITY: THE "OPERATOR" AS DEFINED IN F.A.C. 62-621.300(4)(a) SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE. TYPICALLY THE CONTRACTOR SHALL BE OPERATOR AND FILE NPDES NOTICE OF INTENT (NOT). REQUIREMENTS: ALL NON-EXEMPT PROJECTS SHALL PREPARE AND MAINTAIN A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH F.A.C. 62-621. THE SWPPP SHALL BE COMPLETED PRIOR TO SUBMITTAL OF THE NOI AND MAINTAINED THROUGH THE LENGTH OF PROJECT. MAJOR COMPONENTS OF THE SWPPP 1. SITE PLAN. 2. TOPOGRAPHY AND HYDROLOGIC DATA 3. CONSTRUCTION DETAILS. 4. PROCEDURES TO CONTROL EROSION AND SEDIMENTATION. 5. MEASURES TO CONTROL OTHER POLLUTANTS. 6. MAINTENANCE PROCEDURES. 7. INSPECTION RECORDS. 8. OPERATOR CERTIFICATION. SEE "GENERIC PERMIT FOR STORMWATER DLSCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES", FEBRUARY 2015 (OR LATEST EDITION) FOR ADDITIONAL INFORMATION. COMPLIANCE WITH NPDES GENERAL PERMIT CONDITIONS FOR CONSTRUCTION SITES SHALL BE THE CONTRACTOR'S RESPONSIBILITY INCLUDING SUBMITTAL OF THE NPDES NOTICES OF INTENT (NOI) AND TERMINATION (NOT) TO FDEP IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. CONTRACTOR IS ADVISED THAT THIS CONSTRUCTION PLAN SET DOES NOT FULFILL ALL REQUIR EMENTS OF THE SWPPP. TO ENSURE COMPLIANCE, ADDITIONAL ITEMS TO BE SUPPLIED AND MAINTAINED ON SITE BY THE CONTRACTOR SHALL INCLUDE: 1. Certification Statement. In accordance with F.A.C. 62-621.305 all documents related to the NPDES Permit, including Contractor's SWPPP, shall contain the following statement "I 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 gather and evaluate 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 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 2. Subcontractor's Statement. In accordance with Document 62-621.300(4)(a), any subcontractors responsible for SWPPP activities shall sign a copy of the following statement "I certify under penalty of law that I understand, and shall comply with, the terms and conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities and this Stormwater Pollution Prevention Plan prepared thereunder". Certifications are to include name and title of person providing signature, as well as, name, address and telephone number of the contracting firm, and date certification is made. 3 Records. Contractor's SWPPP shall contain Records of all inspections and maintenance activities as required by permit. A copy of the NOI shall also be kept with the SWPPP. Records are to be mai ntained for no less than 3 years after final stabilization of the site. 4. Amendments Contractor's SWPPP shall include any modifications to the Plan" as may be required to address such items as specific construction phasing, changes to controls. made in the field, or changes in responsible personnel. The following documents may be consulted for additional guidance: https://floridadep.gov/water/stormwater/content/construction-activity-cgp https://floridadep.gov/sites/default/files/ConstructionSWPPP o.pdf INFORMATION CONTAINED IN THESE CONSTRUCTION PLANS IS INTENDED TO PROVIDE A STARTING POINT FOR THE CSWM AND SWPP PLANS. IN ORDER TO FULLY COMPLY WITH ALL ASPECTS OF CSWMP AND SWPPP REQUIREMENTS, ADDITIONAL ITEMS SHALL BE PROVIDED BY THE RESPONSIBLE ENTITY TO INCLUDE: INSPECTION RECORDS, UPDATES / MODIFICATIONS, AND CERTIFICATIONS. REFERENCES MADE TO THE "PLAN" IN THE FOLLOWING NOTES REFERS BOTH TO THE CSWMP AND SWPPP AND SHALL BE INTERCHANGEABLE. THE "PLAN" COMPONENTS PROVIDED BY THE ENGINEER INCLUDE SITE DATA, STORMWATER MANAGEMENT EROSION/SEDIMENT CONTROL INSTRUCTIONS, DETAILS, AND NOTES AS PRESENTED THROUGHOUT THIS CONSTRUCTION PLAN SET. "PLAN" AMENDMENTS THE PLAN SHALL BE AMENDED WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE, WHICH HAS A SIGNIFICANT EFFECT ON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO SURFACE WATERS OF THE STATE OR MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4). THE PLAN ALSO SHALL BE AMENDED IF IT PROVES TO BE INEFFECTIVE OR TO INDICATE ANY NEW CONTRACTOR AND/OR SUBCONTRACTOR IMPLEMENTING CONTROL MEASURES. ALL AMENDMENTS SHALL BE SIGNED, DATED, AND KEPT AS ATTACHMENTS TO THE ORIGINAL PLAN. PROJECT NAME: PROJECT DESCRIPTION: PRELIMINARY SITE/CONSTRUCTION PLAN AND STORMWATER MANAGEMENT PLAN LOCATION: PIN(S):PIN(S):10-26-21-0010-03400-0000 PROJECT SIZE: .0 AC SITE MAP: SEE CONSTRUCTION PLANS SHEET C3.0 EXISTING TOPOGRAPHY: SEE CONSTRUCTION PLANS SHEET C2.0 PROPOSED TOPOGRAPHY: SEE CONSTRUCTION PLANS SHEET C4.0, 4.1, 4.2 PREDEVELOPMENT DRAINAGE MAP: SEE CONSTRUCTION PLANS SHEET C8.0 POST -DEVELOPMENT DRAINAGE MAP: SEE CONSTRUCTION PLANS SHEET C8.0 SCS SOIL DATA: SEE STORMWATER REPORT ADDITIONAL DATA INCLUDING GEOTECHNICAL STUDY AND STORM WATER MANAGEMENT REPORT ARE AVAILABLE FROM THE ENGINEER.. RUNOFF COEFFICIENTS: PREDEVELOPMENT C VALUE = 0.25 UNPAVED POST -DEVELOPMENT C VALUE = 0.30 UNPAVED DISCHARGE POINTS AND RECEIVING WATER OR MS4 (UP TO 100 YR / 24 HR EVENT) DISCHARGE #1: SEE CONSTRUCTION PLANS SHEET C5.0 RECEIVING WATER OFF -SITE ON-SITE/OFF-SITE RUNOFF DRAINAGE AREA: X.00 AC FDOT PRECIPITATION ZONE: ZONE 6 WATER MANAGEMENT DISTRICT RAINFALL DATA:. 2 YR / 24 HR = 4.0 INCHES 5 YR / 24 HR = 6.0 INCHES 10 YR / 24 HR = 7.5 INCHES 25 YR / 24 HR = 9.0 INCHES 100 YR / 24 HR = 122 INCHES CONSTRUCTION ACTIVITIES 1. Sequence of Major Soil Disturbing Activities For each construction phase clear and grub as necessary for installation of perimeter controls only. Install perimeter controls before beginning other land disturbing activities. Remove perimeter controls only after all upstream areas are stabilized. A. Clearing, grubbing and earthwork for ponds. B. Clearing, grubbing -rubbin and earthwork for swales. C. Storm sewer construction. Install storm pipe in the upstream direction. D. Clearing and grubbing for utility installation. E. Clearing, grubbing and earthwork associated with pavement and buildings. F. Complete site work. G. Remove erosion control measures prior to final demobilization. 2. Areas of Soil Disturbing Activities Any areas where permanent features are shown to be constructed shall be disturbed. 3. Areas to be Stabilized All areas disturbed during construction shall be stabilized unless specifically shown otherwise. The following discussion defines general guidelines for the use of erosion /sediment controls and stabilization. 1. Temporary and permanent stabilization practices. A. Temporary Sodding: Install at the limits of phasing in all locations where construction activities have ceased and the likelihood of erosion is high. B. Temporary Grassing: Install at all locations where construction activities has temporarily stopped for a period to exceed 30 days. p Y C. Permanent planting, sodding and seeding: All disturbed areas not paved will ultimately receive permanent sodding, seed or mulch unless specifically shown otherwise in plans. 2. Structural Controls. Intended to divert, store, retain or otherwise limit storm water flow. Structural ' for an earthwork construction activity. controls shall be installed prior to y A. Silt Fence:(PER FDOT INDEX) Shall be used - around the perimeter of project area as designated in the Construction Plans. - around wetlands or other surface waters, - where existing ground slopes away from the project - Sheet flow areas Stockpile areas shall include silt fence around the perimeter - or wherever there is potential for sediment to migrate offsite. Typical useful life of silt fence is 6 months. f construction -1 1 silt fence. may also be required to designate limits o construction, NOTE. Additional y q g protect trees, or satisfy local development requirements. B. Turbidity Barriers(Per FDOT Index 102): Shall include staked or floating type, as required, wherever there is a point source discharges from project area to surface water. Typical useful life of st aked turbiditybarriers is 6 months. C. Rock Bags May be used as temporary measure for inlet protection per FDOT Index 120. Primary Y P Y use shall be around curb type inlets. ' 3. Sediment Basins for areas disturbing 10 acres or more. Sumps or traps are required to provide 3,600 cu ft of storage per acre drained. When discharge is to an Outstanding Florida Waterway, Storage must be sufficient to accommodate the 10 year / 24 hour storm. Requirement for sediment trap may be satisfied by utilizing the project storm water ponds. If so, Ponds shall be cleaned of excess sediment prior to final acceptance. CONSTRUCTION SURFACE WATER MANAGEMENT NOTES CONTROLS (CONTINUED) 4. Permanent storm water management controls. As individual phases of construction are performed, permanent control structures shall be installed. 5. Other Pollutant Controls. A. Waste Disposal: The Contractor shall be responsible for maintaining field records of their SWPPP activities including disposal of construction debris and waste. The Contractor shall provide litter control and collection within the project boundaries during construction activities. Any fertilizer, hydrocarbon, or other chemical containers shall be disposed of by the contractor according to EPA standard practices as detailed by the manufacturer. No solid materials including building and construction debris shall be placed in, or discharged to, wetlands, surface waters or buried on site. B. Offsite Vehicle Tracking: The Contractor shall provide control(s) from the following acceptable methods: 1. Loaded haul trucks shall be covered by a tarpaulin. 2. Excess dirt on road shall be removed daily. Contractor shall provide pollution control by implementing dust control with water application while dust generating activities are conducted. 3. Soil Tracking Prevention Device shall be installed where vehicles leave the project area (or enter nearest paved road). C. Herbicides / Pesticides: Application rates shall conform to applicable local, state and federal regulations. D. Toxic Substances: Storage, application, generation, migration of all toxic substances shall conform to applicable local, state and Federal regulations. Containment areas shall be provided whenever potentially hazardous materials are stored on site. 6. Non-Stormwater Discharges. No non-stormwater discharges to surface waters, wetlands or the MS4 shall be allowed except as specifically approved by applicable ab e permits erm'ts and regulations. MAINTENANCE The Contractor shall be responsible for daily inspection and maintenance of all control devices throughout the construction phase and removal of control devices when no longer necessary. NOTE: For SWFWMD, the PERMITTEE is responsible for ensuring that all controls are properly maintained. The following practices shall be used to maintain controls. 1. The Contractor shall maintain rain gages on the project site and keep a record of daily rainfall. 2. The Contractor shall check and ensure proper operation of the controls. If a repair is necessary, it shall be initiated within 24 hours of the inspection. 3. Built-up sediment shall be removed when it has reached 1/3 the height of barrier. 4. Any controls which are not functioning as intended shall be repaired or replaced. 5. Temporary and permanent seeding shall be inspected for bare spots, washouts, and healthy growth. 6. Soil tracking prevention devices shall be maintained to prevent clogging of rock bedding which may impede usefulness of the structure. INSPECTION AND DOCUMENTATION PROCEDURES The Contractor shall be responsible for completing weekly inspection report form and maintaining documentation for 3 years following final stabilization. The h owner prior to final payment Contractor shall submit copies of these reports to the o p p y for work shown within these construction plans. Additional inspection and documentation must be completed within 24 hours after any significant rainfall event. NOTE: For NPDES, a significant rainfall shall be 0.5 inches or greater. For ERP, a significant rainfall shall be 0.25 inches or greater.. To eliminate confusion, Contractor is advised to carryout inspections after rainfall exceeding 0.25 inches. For projects with minimal potential for discharge to surface waters, it may be possible to adjust this criteria. Contact the Engineer for details. Where sites have been permanently stabilized, inspections/reports shall be conducted at least once per month until construction activities have ceased and NOT has been submitted. Minimum inspection requirements shall include: - Points of discharge to waters of the State. - Points of discharge to the MS4 (municipal storm sewer). - Disturbed areas of the site that have not been stabilized. u -Areas used for storage of materials that may create a pollution source (i.e. stockpiles, fuel drums, construction debris) and are exposed to rainfall. - Structural Controls - Storm water Management Controls Locations where vehi cles les enter and exit the site. The Contractor shall initiate repairs / corrections within 24 hours of any items found to be in non-compliance with the associated permit requirements. If inspections indicate that the installed stabilization and structural practices are not sufficient to minimize erosion, retain sediment, and prevent the discharge of pollutants Contractor shall complete corrective measures as needed. Contact the Engineer prior to modifying any structural controls which are specifically shown in the construction plans. NOTE: THE CONTRACTOR SHALL MAKE REPAIRS/CORRECTIONS TO ERODED AREAS AND MAINTENANCE OF SEDIMENT CONTROL DEVICES WITHOUT ADDITIONAL COST TO THE OWNER AND/OR THE ENGINEER UNLESS PRIOR APPROVAL OF SUCH COST IS RECEIVED BY THE OWNER. CONSTRUCTION SURFACE WATER MANAGEMENT RESPONSIBLE ENTITY A AS REQUIRED UNDER FAC 40D, PART B, SECTION 2.8.1.(c) THE OWNER/PERMITTEE OR UTHORIZED AGENT "SHALL ENSURE THAT THE SURFACE WATER AND STORM WATER MANAGEMENT MEASURES PROPOSED IN THE "PLAN" ARE EFFECTIVELY IMPLEMENTED UNTIL COMPLETION OF THE PROJECT OR UNTIL THE PERMANENT SURFACE WATER MANAGEMENT SYSTEM IS OPERATIONAL". THE "PLAN" SHALL INCLUDE NOTES, DETAILS AND INSTRUCTIONS FOR STORM WATER MANAGEMENT PRESENTED THROUGHOUT THESE CONSTRUCTION PLANS, AS WELL AS, ANY AMENDMENTS TO THE "PLAN" AND RECORD KEEPING THROUGH THE COURSE PROJECT. AUTHORIZED AGENT IS AWARE OF THE OWNER/PERMITTEE OR H , AND HEREBY AGREES TO COMPLY WITH THE STORM CONTAINED WITHIN THE CONSTRUCTION PLANS WATER MANAGEMENT ITEMS , INCLUDING MAINTENANCE OF EROSION CONTROL ITEMS, AS SUBMITTED FOR DISTRICT APPROVAL. SIGNATURE OF APPLICANT / PERMITTEE OR AGENT FOR SWFWMD PERMIT PRINTED NAME OF APPLICANT / PERMITTEE OR AGENT FOR SWFWMD PERMIT STORM WATER POLLUTION PREVENTION PLAN It {A NOW- Dow. 09 v 04 et U L V Mi D o <j Q %u zM N ^yr CD CD i U U_ L Y� _ CU _ L CU E C C L N. _C CD 04 i'0 U v 00 L MaN Q!' Q �Wr Q o =moo o �oKo"Qzzaz� vzwya,G Gw�o.a�n�Q�alloN�¢m LLo�a o- N t= � S a w a 0° a J a a o a J 0 Q a Z W M W J W ♦ ) V (f) J N L0 M J O LL L1C v J J_ U) _ a CL Z w N W O w O Q W cv Q o o CL cY3 Project number 2326 DISTRIBUTION MILESTONE DATE SCHEMATIC DESIGN T C ES GN 09101 /23 ERP No. 2 02/20/24 90% CD PROGRESS SET 04/04/24 STORM WATER POLLUTION PREVENTION NOTES D 2