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Home My WebLink AboutSite PlansDocuSign Envelope ID: 2BD484CF-7CF9-4399-9668-52E355AEFE84 Q Q. LU Zj Emmp, FD, NO 1. D. N8 09'16 "W (D) N88 ° 8'42 "W 600.00' x�� o' U_ U_ In N N q `o O II 90 g9 ` x 1 f I EXIS nNG ASPHAL T T ° r CONC. DUMPS TER,, PAD SITE BENCHMARK NW CORNER OF C DUMPSTER PAD EL. = 13. 82' (NAW --- 0. 7' CBS WALL 10' BUILDING SETBACK/ 10' LANDSCAPE BUFFER 10' BUILDING SETBACK/ 10' LANDSCAPE BUFFER ,rs Est w �s E 600.00 '16 "E (D) !y L-Lj 1. PROPOSED PUBLIC WATER SUPPLY -FORT PIERCE UTILITY AUTHORITY Z 2. PROPOSED PUBLIC SEWER - FORT PIERCE UTILITY AUTHORITY 3. THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE X. PER FLOOD INSURANCE BATE MAP 111 291 J. DATED FEB. 16TH. 2012. = 4. THE BEARING BASE FOR THIS SURVEY IS A GRID BEARING OF S0011'13'W ALONG A LINE FROM i IRC BLOOMSTER # 35018 TO IRC PSM 0 4049 F- 5. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK IS < ST. LUCIE COUNTY BENCHMARK "FRENCH" ELEV.=11.32' NAVD'88. 6. THE EXISTING SPEED LIMIT FOR OLEANDER AVENUE IS 35 M.P.H. 7. PERMITS REQUIRED: - SLC STORMWATER PERMIT - SLC SITE PLAN - SLC LAND CLEARING AND TREE REMOVAL - SLC RIGHT-OF-WAY PERMIT - IF REQUIRED - SFWMD/FDEP STORMWATER PERMIT - FDEP NOTICE OF INTENT (STORMWATER) 8. ALL OFF-STREET PARKING FACILITIES SUPPLIED BY THE OWNER OR OPERATOR SHALL NOT BE USED BY COMMERCIAL VEHICLES OWN®, OPERATED, OR USE-D IN THE BUSINESS OF SUCH OWNER OR OPERATOR DURING HIS/HER REGULAR HOURS OF BUSINESS, OR BY VEHICLES OFFERED FOR SALE UNLESS ADDITIONAL PARKING SPACES ARE MADE FOR THESE VEHICLES, PURSUANT TO LDC SECTION 7.06.02(B)(8). 9. IN ACCORDANCE WITH ST. LUCIE COUNTY LAND DEVELOPMENT CODE SECTION 7.06.02(B)(3), THE INSTILLATION OF AN ALL-WEATHER SURFACE WILL BE REQUIRED FOR ALL OFF-STREET PARKING AND VEHICULAR USE AREAS. THE PERMITTED IMPERVIOUS SURFACE MATERIALS MUST BECONCRETE, ASPHALT, BRICK PAVERS, STAMPED CONCRETE OR PAVING BLOCK. 10. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL CATEGORY I LISTED INVASIVE SPECIES SHALL BE ERADICATED FROM THE SITE. 11. IF AT ANY TIME IN THE FUTURE THE LIMITS OF DEVELOPMENT ARE EXTENDED TO THE WEST, AN EIGHT (8) FT. OPAQUE FENCE OR WALL ACCOMPANIED WITH THE REQUIRED LANDSCAPE OF LAND DEVELOPMENT CODE 7.09.04 SHALL BE INSTALLED WITHIN SIXTY (60) DAYS. FJRE DEPARTMENT NOTES: 1, FIRE HYDRANTS (SHALL BE) ARE PROVIDED FOR BUILDINGS OTHER THAN DETACHED ONE -AND TWO-FAMILY DWELLINGS TAW BOTH OF THE FOLLOWING. - A. THE MAXIMUM DISTANCE TO A, FIRE HYDRANT FROM THE CLOSES POINT IN THE BUILDING SHALL NOT EXCEED 400 FEET. B. THE MAXIMUM DISTANCE BETWEEN FIRE HYDRANTS SHALL NOT EXCEED 500 FEET. NFPA 1:18.5.3. 2,. AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING THE REQUIRED FIRE FLOW FOR PROTECTION (SHALL BE) IS IDENTIFIED TO ALL PREMISES UPON WHICH FACILRIES, BUILDINGS, OR PORTIONS OF BUILDINGS WHICH ARE TO BE CONSTRUCTED OR MOVED INTO THE JURISDICTION. THE APPROVED WATER SUPPLY SHALL BE IN ACCORDANCE WITH NFPA 1®13.4. 3.. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON THE STREET SIDE QF BUILDINGS AND SHALL BE LOCATED AND ARRANGED SO THAT HOSE LINES CAN BE READILY ATTACHED TO THE INLETS WITHOUT INTERFACE FROM ANY NEARBY OBJECTS, INCLUDING BUILDINGS, FENCES, LANDSCAPING, OR OTHER FIRE DEPARTMENT CONNECTIONS. THE LOCATIONS OF THE CONNECTIONS SHALL BE BASES UPON THE ACCESS REQUIREMENTS OF THE FIRE DEPARTMENT, 4. THE DISTANCE ALLOWED BETWEEN THE FIRE DEPARTMENT CONNECTION AND A FIRE HYDRANT SHALL BE NO MORE THAN ONE HUNDRED (150) FEET AS A VEHICLE TRAVELS. 5. FD ACCESS ROADS (SHALL BE) ARE PROVIDED SUCH THAT ANY PORTION OF ANY SPRINKLERED FACILITY OR EXTERIOR WALL IS LOCATED NOT MORE THAN 150 FEET FROM FT) ACCESS ROADS AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. (450 FEET FOR NFPA, 13, 13D, 12R SPRINKLERED PROTECTED BUILDINGS). 6, PER NFPA 1114 CHAPTER 8, SECTION 1.3. PRIOR TO THE FINAL OCCUPANCY OF ANY BUILDING. THE PERMITTED WATER SUPPLY FOR FIRE PROTECTION, INCLUDING FIRE HYDRANTS AND FIRE SUPPRESSION SYSTEMS, SHALL BE INSTALLED, TESTED, AND ACCEPTABLE TO THE AHJ (SLCFD). 7. TWO WAY RADIO ENHANCEMENT SYSTEMS/13SHALL BE INSTALLED, INSPECTIONS AND OPERATIONALLY TESTED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED REQUIREMENTS, BY THE LOCAL FIRE DEPARTMENT, AND COMPLY WITH THE MOST CURRENT EDITION OF THE FLORIDA FIRE PREVENTION CODE AND ITS INCORPORATED STANDARDS AND CODES. PRE -SURVEYS OF RADIO SIGNAL STRENGTH SHALL BE SUBMITTED TO THE FIRE MARSHAL IN THE FORM OF HEAT SIGNATURE MAPPING OR A CERTIFICATION DOCUMENT OF RADIO SIGNAL STRENGTH PROVIDED BY .A LICENSED ENGINEER. EXIS i INCH BIL TOA40RE COMMERCIAL REALTY ONE 5 TOR INVESTORS I LLC METAL ,BUILDING (OCCUPIED) WT� ®ELL A/C PAD A/C PAD LEGALDESU"RIPTION A PARCEL OF LAND LYING WITHIN THE SOUTH ONE-HALF (112) OF THE NORTHEAST ONE -QUARTER (114) OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHEAST ONE -QUARTER (1/4) OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 33; THENCE NORTH 88'09'16" WEST, ALONG THE NORTH LINE OF THE SOUTH ONE-HALF (1/2) OF THE NORTHEAST ONE -QUARTER (114) OF SAID SECTION 33, A DISTANCE OF 692.03 FEET; THENCE SOUTH 00'22'55" WEST, PARALLEL WITH THE EAST LINE OF SAID SECTION 33, A DISTANCE OF 336.75 FEET TO THE THENCE, CONTINUE SOUTH 00°22'S5" WEST, A POINT OF BEGINNING; DISTANCE OF 112.25 FEET; THENCE SOUTH 88'09'16" EAST, A DISTANCE OF 600.00 FEET TO THE WEST LINE OF A DRAINAGE RIGHT-OF-WAY; THENCE NORTH 00"22'55" EAST, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 112.25 FEET, THENCE NORTH 88'09'16 " WEST, A DISTANCE OF 600.00 FEET TO THE POINT OF BEGINNING. *0 J zw %�� CO CO z��Q 4,70 MAX \V 40.14'R (MIN) KICKOUT I (OUTER WHEEL) 47.5' ST. LUCIE FIRE TRUCK OVERALL LENGTH 47,50 FT OVERALL WIDTH 10,50 FT OVERALL BODY HEIGHT 7.82 FT MIN BODY GROUND CLEARANCE 1 07 FT TRACK WIDTH 10,00 FT LOCK -TO -LOCK TIME 5.00 SEC MAX WHEEL ANGLE 41,5' Vehicle Tracking V20 00 2188(20190304) (c) Autodesk, Inc www Autodesk cdm Note: Turn(s) based upon instantaneous application of steering lock, i.e. no transition curve 47.5' ST. LUCIE FIRE TRUCK TURN TEMPLATE SCALE: 1" = 20'- 0" hL x i•- x�1 ,-ter 6 EXIS TING ONE S TOR i' META L BUILDING EXIS TIN 6' WOOD FTC Ir, o ,r, ,n A/C PAD 30.0' o of I �i. 4.0' mj .ifL �I CD UNIT 8 OFFICE/WAREHOUSE 1,500 SF F.F. = 14.10' SAN i mom 1. PROOF CT NAME: COMMONS AT OLEANDER 2. LOCATION: PARCEL ID 2433-141-0002-000-4 SEC11ON 3 - TOWNHIP 35S - RANGE 40E TBO OLEANDER AVENUE PORT ST. LUCIE, FL 34982 ST, LUCIE COUNTY, FLORIDA 3. OWNER: FLORIDA 'TREASURE COAST HOLDINGS, LLC 10380 SW VILLAGE CENTER DRIVE - 232 PORT ST. LUCIE, FL 349i87 (8 ' 407-3535 4, ENGINEER: SCHULKE, BITTLE & STODDARD, LL.C. JODAH B, BITTLE, P.E. 57396 1117 INDIAN RIVER BLVD. SUITE 201 VE:RO BEACH, FL. 32960 (772) 770-9622 5. SURVEYOR: M-RDIAN LAND SURVEYORS CHARLES BLANCHARD, PSM5755 1717 INDIAN RIVER BLVD.,, SUUITE 201 VERO,BEACH FL 32960 PH. (772) 7b4-1213 6. TYPE OF PROJECT: OFFICE/WAREHOUSE 7. GROSS PROJECT SIZE: 1.55 ACRES - 67,328 SF - SITE AREA I}. BUILDING SIZE: 0.28 ACRES - 12,000 SF - BUILDING AREA 9. EXISTING LAND USE: IND (INDUSTRIAL) 10. EXISTING ZONING: IL (INDUSTRIAL LIGHT IRS-3 (RESIDENTIAL, INGLE FAMILY - 3 DU/AC) 11. SITE COVERAGE: !EXISTING TOTAL DEVELOPED AREA: 67,328 SF 1.55 AC 67,328 SF 1.55 AC 100.0% IMPERVIOUS AREA: _ 0 SF 0.00 AC 33,870 SF 0.78 AC,, BUILDING AREA: 0 SF 0.00 AC 12,000 SF 0.28 AC 1T8% PAVING AREA: 0 SF 0.00 AC 19,825 SF 0.45 AC 29.4% CONCRETE AREA: 0 SF 0.00 AC 2,045 SF 0.05 AC 3.0% PERVIOUS AREA: 137,328 SF 1.55 AC 33,458 SF 0.77 AC GREEN SPACE 137,228 SF 1.55 AC 33,458 SF 0.77 AC 49.7% 12, SITE SETBACKS: REQUIRED RERUIRED PROPOSED IL ® MIN LOT SIZE: 20,000 SF 10,000 SF 67,328 SF MIN LOT WIDTH: '100 FT 75 FT 112 FT 2' MIN ROAD FRONTAGE;. 60 FT 30 FT 112 FT MIN SETBACKS: FRONT (EAST1: 25' 25' 63.0' REAR (WWEEST 20' 15' 238.1' UNIT I SIDE (NORTH'S SIDE SOUTH,'.: 10' 10' 10' 10' 10.0` 62.0' OFFICE OWAR MAX BLDG HEIGHT. 50' 35' 22.5° 1,500 F.F. = 1 MAX BLDG COVERAGE:: 50% 30% 17.8% 13, PARKING LCA ULAl10Nc9 REQUIRED: (1) GENERAL OFFICE BUILDING (Li710) - 500 SF FOR EACH UNIT = 4,000 SF X 0 �0 3.3 SPACI:: PER 1,000 SF r r WAREHOUSING ,,0 X 3.3 SPACE 1 000 SF = 13.2 OR 14 SPACES () CAUSING (LUI:150) - 1,000 SF FOR EACH UNIT = 8000 SF 0.6 SPACES PER 1,000 SF 4 8 OR 5 SPACES 32.0 ST LUCIE COUNTY DRAINAGE R/W CANAL #14 IV Vif VJ A/88'18'42 "W 600. 00 �A7 PAD .® .moo b 10' BUILDING SETBACK/10' LANDSCAPE BUFFER o S8878 42 "E 600.00 S88 09'16 "E (D) Sand CI-Ister Investors Inc (UNP VEL OPED) 0 8,000 SF X 0.6 SPACE/1,000 SF - TOTAL = 19 SPACES PROVIDED: 20 STANDARD FARKING STALLS 2 HANDICAP PARKING STALLS 22 PARK114G STALLS 14. DEVELOPMENT SCHEDULE: DATE OF COMMENCEMENT DATE OF COMPLETION - 2/20 2/21 15. U11UTY SERVICE: WATER SERVICE: FORT PIERCE UTILITY AUTHORITY `+.: SEWER SERVICE: FORT PIERCE UTIUTY AUTHORITY « ELECTRIC SERVICE: FLORIDA POWER AND LIGHT f fh 16. SITE DRAINAGE: - 6 THE PROPOSED FACII.LTf WILL HAVE A DRY RETENTION SYSTEM THAT OUTFALLS THROUGH THE x o CONTROL STRUCTURE §ND INTO THE: SWALE ALONG OLEANDER AVENUE. 17. OWNERS STATEMENT: THE PROPOSED PRO,IEC'T WILL CONSIST OF 8 SINGLE TENANT CONTRACTORS TRADE UNITS. THESE UNITS ARE IN r€:NDED TO BE LEASED OR PRIVATELY USED. THE UNITS ARE NOT INTENDED TO BE INDIVIDUALLY 'I,101-D, C%I. d.. 6.0, I _ 1 (� 1 END OF JG2,A SIDEWALK SIGN I 1 TYPE D' CURB ADJACENT TO yi DITCH s:..... XX/ END OF SIDEWALK ' SIGN STOP SIGN 1 I� I I V Ill I� I � I � II V � I lc�_ 1 o I � Ili �J II E EW' CQDE OIII ST. LUCIE IC® r 1 I Nil t . i F r t rfr r a r r r r/ u r i � r Ak r ,w DocuSign Envelope ID: =4840E-7CF9-4339-9668-5 EFE84 D. 1. R. N88 °09'16 "w (D) N88 18'42 01w 600.00 ` 10: BUILDING SETBACK/ x S. 6 I 1 101 LANDSCAPE F BUF ER 9 8 ` X S• I tY LtU- L- Y U I a I I4 X ^ fU!! Z Lo �z 'Z 0 O J M m 0 ZZ 9 I X I 1 �ZZ x I , 10L BUILDING SETBACK/ L 10' LANDSCAPE BUFFER EXIS77NG ASPHAL T° ,SITE # Nw CI DUMP. �Y EL. - I CONC. DUMPSTER, , PAD 0 �2? x ra due i i 42 F 600.// 88 • / y r i COMMA II 1 EROSION CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP -SLOPE LAND DISTURBANCE TAKES PLACE. Z ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR. TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED, COVERED OR CONTAINED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. AFTER ANY SIGNIFICANT RAINFALL, V" OR GREATER) SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, SLOPE DRAIN STRUCTURE OR APPROVED CONTROL. 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTLIR T FROVIDEDTO ENSURE INTENDS ES MUS BE D PURPOSE IS ACCOMPLISHED. THE DEVELOPER OWNER AND/OR CONTRACTOR SHA P R L O ALL BE CONTINUALLY RES ONS BLE FOR ALL SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREASTREET WASHING SHALL BE ALLOWE D ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER. LAND -DISTURBING ACTIVITIES. 12 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE R MOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZ ATION ZATIOI`J OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NUMBERS 101, 102 AND 103 OF F,D.O.T. ROADWAY ANDTRAFFIC DESIGN STANDARDS, IN ADDITION TO H T ESE PLANS. 15. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE T - AC WATER DISCHARGES, RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. 17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAYBE NECESSARY AT CONTRACTOR'S EXPENSE. NOI TO BE POSTED ON SITE. 18 NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. 19. DEWATERING ACTIVITIES. A. DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B CONTRACTOR MUST HAVE OR OBTAIN ATRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE WATERING" UNLESS DEWATERING ACTIVITIES WILL RESULT IN LESS THAN 3D0,00D GPD FOR 30 DAYS OR LESS C. NO HYDRAULIC PUMPS MAY BE USED FOR DEWATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDS/LAKES) MAY BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD. D. NO TURBID DISCHARGE TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER AND TO INDIAN RIVER COUNTY. 20. SEE ADDITIONAL DETAILS, SPECIFICATIONS AND REQUIREMENTS ON SHEET 6 AND 8. STORMWATER POLLUTION PREVENTION PLAN A SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THE FOLLOWING INFORMATION 1- DRAINAGE PATTERNS,- SEE SURVEY AND DRAINAGE PLAN SHEET 2 & 5- 2. APPROXIMATE SLOPES AFTER MAJOR GRADING ACTIVITIES - SEE SHEET 5. 3- AREAS OF SOIL DISTURBANCE, - SEE SHEETS 2, AND THIS SHEET. 4. OUTLINE ALL AREAS THAT ARE NOT TO BE DISTURBED - NIA. 5- LOCATION OF ALL MAJOR STRUCTURAL AND NON-STRUCTURAL CONTROLS, -THIS SHEET. 6, THE LOCATION OF EXPECTED STABILIZATION PRACTICES, -THIS SHEET- 7- NO WETLANDS AND SURFACE WATERS - 8. LOCATIONS WHERE STORMWATER MAY DISCHARGE TO A SURFACE WATER OR MS4 SEE SHEET 5 DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY' DEMOLITION, LAND CLEARING, EARTHWORK, PAVING AND UTILITY WORK FOR BUILDING, PARKING AND SITE IMPROVEMENTS. DESCRIBE THE INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES' 1- SITE PREPARATION AND STABILIZE CONSTRUCTION ENTRANCE. Z INSTALL SILT FENCE AROUND PERIMETER OF SITE. INSTALL TURBIDITY BARRIERS AT ALL OUTFALL LOCATIONS. CLEAR LAND. CONSTRUCT BERM ON PERIMETER AND TEMPORARY SWALES AS SHOWN ON PLANS. BERM SHALL BE CONSTRUCTED USING INITIAL IMPORTED FILL MATERIAL THE BERM AND SWALE SHALL BE SEEDED. TOTAL AREA OF THE SITE' 1.55 ACRES TOTAL AREA OF THE SITE TO BE DISTURBED: 1.23 ACRES EXISTING DATA DESCRIBING THE SOIL OR QUALITY OF ANY STORMWATER DISCHARGE' SEE SOIL BORINGS BY SHEETS 2. NO DISCHARGE FROM DISTURBED AREAS IS ANTICIPATED - DRAINAGE AREA SIZE FOR EACH DISCHARGE POINT' ENTIRE SITE = 1-23 ACRES LATITUDE AND LONGITUDE OF THE SITE: LATITUDE = N 27' 23' 29-20" LONGITUDE = W 80' 20' 04.47" :NGHMARfC Exl�l TING ?NER OF CONCRETE ►'ER PAD BIL TOA40RE COA0,1EiRCIAL REALTY ONE .S' TOR Y 3.82' (NA VD) INVESTORS I LLC METAL BUILDING (OCCUPIED) ' CBS WALL BEST MANAGEMENT PRACTICES (BMPS) AND MEASURES THAT WILL BE IMPLEMENTED AT THE CONSTRUCTION SITE AND TIME FRAMES IN WHICH THE CONTROLS WILL BE IMPLEMENTED: THE CONTRACTOR WILL USE HAY BALES, SILT FENCE, FILTER BARRIERS, AND OTHER BMPS- THE TIME FRAMES FOR CLEARING, EARTHWORK, AND ANTICIPATED BMP'S ARE' 1. INSTALL SILT FENCE AT PERIMETER OF SITE AND SILT BARRIERS AT DOWNSTREAM DITCHESISWALES 2. CLEARIGRUB AREA NECESSARY FOR TEMPORARY GRAVEL DRIVEWAY AND ADJACENT SWALE. 3. CONSTRUCT TEMPORARY GRAVEL DRIVEWAY WITH SWALE, AND GRADEISOD SWALE AT ENTRANCE. 4. CLEAR BALANCE OF SITE- 5- CONSTRUCT 12'' RCP AND MITERED END SECTIONS - 6. IMPORT FILL MATERIAL' -CONSTRUCT CONTAINMENT BERMS - SEEDIMULCH BERMS. -FILL BALANCE OF SITE. 7. MAINTAIN DOWNSTREAM SILT BARRIERS AND PERIMETER SILT FENCE, DURING CONSTRUCTION - 8. INCORPORATE ADDITIONAL BMRS WHEN NEEDED DURING THE COURSE OF CONSTRUCTION. -POLLYWADDLE1 SILT FENCE/ FILTER SACKS AS INLETS AND PIPES ARE INSTALLED- -PROVIDE STOCKPILE PROTECTION, CONCRETE/ STUCCO WASH AREAS, AND OTHER BMP'S WHEN NECESSARY TO CONTAIN PROPOSED WORK. TEMPORARY AND PERMANENT STABILIZATION PRACTICES: -TEMP. HAY BALES/SLIT FENCES/FLOATING TURBIDITY BARRIERS PER PLAN. FILTER FABRIC SHALL BE PLACED UNDER THE ROCK GRAVEL DRIVEWAY, AT ALL SWALE OUTFALLS, AND RETENTION POND OUTFALLS. -PERM. SEEDED/MULCHED,SOD- CONTROLLED GRADING AND DRAINAGE TO DETENTION BASINS- -STABILIZE ALL DE-NUDED AREAS IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS - USE RYE GRASS PER MANUFACTURER'S APPLICATION RATES, AND MULCHED WITH STRAW AT 4000 LB PER ACRE - STRUCTURAL CONTROLS TO BE IMPLEMENTED TO DIVERT STORMWATER FLOW FROM I L RO RECEIVING WATERS' -TEMP. GRAVEL ENTRANCE ROAD GRADED TO DRAIN TO A TEMPORARY SEDIMENT SWALE OR RETENTI ON AREA. -TEMP. DRAINS TO RETENTION PONDS -TEMP. BERMS AT PROJECT PERIMETER - PER PLAN- -INLETS/OUTLETS WILL BE PROTECTED WITH FILTER FABRIC A R Y I AND PROPERLY INSTALLED HA BALES. -SILT FENCE SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF IS D TURBED AREAS. -A DOUBLE ROW OF SILT FENCE WILL BE PROVID ED AROUND ALL STOCK PILE AREAS. PERMANENT STORMWATER MANAGEMENT CONTROLS SUCH AS, DETENTION OR RETENTION SYSTEMS OR VEGETATED SWALES -WET DETENTION SYSTEMS INCORPORATED AS PERMANENT BMP FOR WATER QUALITY CONTROL. DESCRIBE IN DETAIL CONTROLS FOR THE FOLLOWING POTENTIAL POLLUTANTS' WASTE DISPOSAL -ON SITE WASTE WILL BE CONTAINERIZED, CONTRACTOR IS RESPONSIBLE FOR RECYCLING ALL WASTE MATERIALS, WITH A MINIMUM REQUIREMENT OF 75%. -CONCRETE/ STUCCO WASH AREA SHALL BE PROVIDED. -STOCKPILE AREAS SHALL BE PROTECTED WITH SILT FENCE AND STABILIZED/ SEEDED IF LEFT UNATTENDED FOR MORE THAN 7 DAYS OFFSITEVEHICLE TRACKING: -PROVIDE HARD SURFACE AT TEMP- DRIVEWAY (ROCK/GRAVEL DRIVEWAY). -REGULAR MAINTENANCE OF ADJACENT ROAD RIGHT OF WAY, INCLUDING STREET SWEEPING, & RUT REPAIR IN NON -PAVED AREAS. APPLICATION RATES OF ALL FERTILIZERS, HERBICIDES AND PESTICIDES: -NONE PROPOSED - STORAGE, APPLICATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES: -NONE PROPOSED. DESCRIPTION OF THE MAINTENANCE PLAN FOR ALL STRUCTURAL AND NON-STRUCTURAL CONTROLS. -CONTRACTOR SHALL HAVE SWEEP COMPONENTS INSPECTED BY A FDEP CERTIFIED INSPECTOR AND MAINTAIN ALL CONTROLS DAILY, AND HAVE WEEKLY SWPPP INSPECTION REPORTS PREPARED, AND WITHIN 24 HOURS OF THE END OF ANY RAINFALL EVENT THAT IS A' OR GREATER- -ENGINEER SHALL INSPECT PERIODICALLY. NOTES' 1.THIS PLAN (SHEETS 4 AND 5), COPY OF FDEP NOI (STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES) AND ALL REQUIRED INSPECTION REPORTS, TESTS, AND ALL OTHER DOCUMENTATION SHALL BE KEPT AT THE PROJECT SITE, 2.THE FOLLOWING CERTIFICATION SHALL BE COMPLETED BY AL CONTRACTORS/ SUB -CONTRACTORS RESPONSIBLE FOR ANY PORTION OF THE IMPLEMENTATION OF THE S.W.P.P.P.' CERTIFICATION' I CERTIFY UNDER THE 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," SWPPP DESCRIPTION OF WORK/ RESPONSIBILITY NAME TITLE CONTRACTOR OR SUB CONTRACTOR (NAME, ADDRESS, PHONE) NAME/SIGNATURE TO CERTIFICATION DATE SiGNA7U L ev. S 2aLLIRE BV: SIGNATURE EXI..S` TING ONE 5 TOR Y PLAN PREPARATION' 1. THIS PLAN ORIGINALLY PREPARED BY THE OWNER'S ENGINEER. THIS PLAN WILL BE MADE AVAILABLE TO CONTRACTOR TO EDIT, CHANGE, MODIFY, AS IT DEEMS NECESSARY FOR COMPLIANCE WITH FDEP REGULATIONS, PERMIT CONDITIONS, AND AS REQUIRED FOR CONTRACTOR TO SIGN THE CERTIFICATION BELOW. 2. THE FOLLOWING CERTIFICATION SHALL BE SIGNED BY THE ENTITY (CONTRACTOR) RESPONSIBLE FOR SWPP PLAN IMPLEMENTATION' 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 GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS-" BY, DATE' SIGNATURE ARCHAEOLOGICAL: IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, STONE TOOLS, OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH THE NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED PROJECT SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES. THE PER MITES OR OTHER DESIGNEE SHOULD CONTACT THE FLORIDA DEPARTMENT OF STATE DIVISION OF HISTORICAL RESOURCES REVIEW AND COMPLIANCE SECTION AT (850) 245-6333 OR (800) 847-7278, AS WELL AS THE APPROPRIATE PERMITTING AGENCY OFFICE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION FROM HE T DIVISION OF HISTORICAL RESOURCES. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH SECTION 872-05, FLORIDA STATUTES BIL TOMORE COMAfERCIAL REALTY METAL BUILDING IN VES TORS I LL C (OCCUPIED) EXIS TING WE r� EXIST6 ' WOOD FENCE INEL L CONC. PAD' _; X ti36 ��N N88 09'16 "w (D) go X 12 y13 �+or Xlrj S ®�ZC ' .:. � �i 2�� '� N88 °18'42 "W 600.00' .� !� 2 8F� 8F� SF SF>- SF SF® SF1� 8F}ii 93 x 9F� 9Fr EROSIONAND SEDIMENTATION CONTROL A. THE LAND DISTURBING ACTIVITY SHALL CONFORM TO EXISTING TOPOGRAPHY AND SOIL TYPE SO AS TO CREATE THE LOWES PRACTICAL EROSION POTENTIAL B. LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN A MANNER MINIMIZING EROSION. C. THE DISTURBED AREA AND THE DURATION OF EXPOSURE TO EROSIVE ELEMENTS SHALL BE KEPT TO A PRACTICABLE MINIMUM. D- EROSION CONTROL MUST BE STRICTLY MAINTAINED DURING CUT AND FILL OPERATIONS E. DISTURBED SOIL SHALL BE STABILIZED AS QUICKLY AS PRACTICABLE. F. WHENEVER FEASIBLE, NATURAL VEGETATION OR MULCHING SHALL BE EMPLOYED TO PROTECT EXPOSED CRITICAL AREAS DURING DEVELOPMENT. G. TEMPORARY VEGETATION OR MULCHING SHALL BE EMPLOYED TO PROTECT EXPOSED CRITICAL AREAS DURING DEVELOPMENT- H. PERMANENT VEGETATION AND STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS PRACTICABLE. I. ADEQUATE PROVISIONS MUST BE PROVIDED TO MINIMIZE DAMAGE FROM SURFACE WATER TO THE CUT FACE OF EXCAVATION OR THE SLOPING SURFACE OF FILLS. J. TO THE EXTENT NECESSARY, SEDIMENT IN RUNOFF WATER MUST BE TRAPPED BY THE USE OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS OR SIMILAR MEASURE UNTIL HE DISTURBED AREA IS STABILIZED. K. CUTS AND FILLS MUST BE CONSTRUCTED IN SUCH A MANNER THAT EROSION AND RUNOFF FROM THE SITE DOES NOT ENDANGER ADJOINING PROPERTY. L FILLS MAY NOT ENCROACH P UPON NATURAL WATERCOURSES OR E CONSTRUCTED CHANNELS IN A MANNER SO AS TO ADVERSELY AFFECT OTHER PROPERTY OWNERS WITHOUT ADEQUATE PROVISIONS FOR AN EQUIVALENT ALTERNATE SYSTEM WITH A POSITIVE OUTFALL. W ALL R.O.W.'S WATERWAYS STREETS AND SIDEWALKS SHALL BE BUFFERED BY A TWENTY (20) FOOT WIDE STRIP OF GRASS OR OTHER SUITABLE MEANS. N. GRADING EQUIPMENT MUST CROSS FLOWING STREAMS BY MEANS OF BRIDGES OR CULVERTS EXCEPT WHEN SUCH METHODS NOT FEASIBLE AND PROVIDED IN ANY CASE, THAT SUCH CROSSINGS ARE KEPT TO A MINIMUM AND SEDIMENTATION CONTROL DEVICES ARE PROVIDED. I '0' EXISTING PALM "'W EXISTING PALM 70UACK -TO REMAIN 1 - O BE REMOVED EXISTING OAK -TO REMAIN E I 32.0' ST LUCIE COUNTY 121N1 DRAINAGE R,/W CANAL # 14 14LN X1. x �0-�u � x �� x�o.2 CONST. FILTER FENCE SEDIMENTATION CONTROL BARRIER AT PERIMETER PRIOR CLEARING x o3k V ;KM81NCLEAR 1OINCLEAR UNK TRUNK 121N aa► azJN 10' CLEAR mew W10 CLEAR TRUNK SP--j UNK '%k CONST. FILTER FENCE 0' X .lo. x 1� CONST. FILTER FENCE CONST. FILTER FENCE- x SEDIMENTATION CONTROL SEDIMENTATION CONTROL BARRIER AT PERIMETER PRIOR BARRIER AT PERIMETER PRIOR CLEARING CLEARING 1�X1 181 N 18IN 06 x�Z 61M 12 CLEA 14JN TRUNK 2aJN 121N 121N SJD� "SEDIMENTATION CONTROL ,x BARRIER AT PERIMETER PRIOR l2JN aBJA 101N o� CLEARING a°CLEAR laJ;K71RUNK 10 CLEAR aa1N .2'01 N aaJN TRUNK a 0' CLEAR 24IN TRUNK LLB 1L i 8JN 121N aOIN 12JN 10' CLEAR ,1 24JN NK x �0 5G5 TEMPORARY 1 B°' PIPECONST. -j--. 81N 12JN 12IN 121N SEDIMENTATION FILTER FENCE EXISTING DITCH TO BE--+-' l y1 iRUJvi�EAR ' CLEAR 10' C SEDIMENTATION CONTROL FILLED FOR ACCESS BARRIER AT PERIMETER PRIOR 1aJN TO SITE ti TRUNK CLEARING X 0JN ] OIN 8J I`J 1 a0ly � C TRUNK CLEAR;KO II 4lN p,,l TRUNK SF SF®� -- SF® SF�� SF SF F SF SF SF SF SF SF � SF SF SF SF G8F� SF SF SF SF SF SF SF SF w® w as ,� qar i m � rww ®ms 10' CLEAR S8818 42"E 60®.00 x 1,.0 20'x5O' CONSTRUCTION ACCESS TRUNK S880-06'E (D1 PROVIDE TEMP. GRAVEL/ROCK ROAD Sand Custer In vectors Inc ster Investors Inc CONST, FILTER FENCE SURFACE OVER STABILIZED EARTH. E-VELOPED) SEDIMENTATION CONTROL o (UNDEVELOPED) CONTRACTOR MUST CLEAN S BARRIER AT PERIMETER PRIOR x ,o A-1-A REGULARLY FROM VEHICLE CLEARING TRACKING. I EXISTING OAK -TO BE REMOVEDI I I { kIP DRAINAGE PIP �+ EXIsnNG I a~ F�VC AA > 1 nz 60' " -4 0 1 �� 49121N 51N I10,NCLEAR N rn { TRUNK y� � 101N 161N i 0' CLEAR TRUNK G C,p 121N 0 { l r*I I TRUNK EAR { �� z x , 62 8JN 9 9� 12.47' I 1' S.x Z p I m 141h" I 7* 77®UJ 10JN III Ia J "� { z I z �I 121N Ix y2�� 10 CLEAR 10 CLEAR TRUNK TRUNK 4 IN X9 ( 10' CLEAR Q:. TRUNK oA' Q Nx�26 x 25' !0' CLEAR �► �� i o' x < 3 TRUNK 9 7 2!N � 10' CLEAR 61N I TRUNK { l I I � I I I \ Ili1-i 11 F- 1- Imo- Z Z w W Z W Z W Z W w w w w w CL CL Il o- 11 U7 In G l Cn L+7 i ? W W > W > W > W 0.' t to O \ Ld �LaQ m U W IX Q m j n_ wo, w- O �- ul Z w Ir Ld :m O Fz-�wp�Z) W q[ ra X Q $ O c N 7 ZLJ=U C]w ®L W U EE EE cc r I Cy Cl F- F- Lt_ O C 0 *1 t ■ ■ r- r r. sa` Fr• J00M E. 81TRE FL REG Na 573A6 ,J,n,Lk OA•E: 111212 021 PROJECT NO. 1�� DocuSign Envelope ID: 2BD4840E-7CF9-43B9-9668-52E355AEFE84 6' POST OPTIONS: J 20°+_ MAX 1 1 WOOD 2-1/2''MIN , DI v I - I WOOD Z X4" z OAK 1-1/2''X1-1/2" STEEL 1.33 LBS./FT. IN. OPTIONAL POST > PRINCIPLE POST POSITIONS SILT POSITION (CANTED 20- z TOWARD FLOW) FILTER FABRIC (IN CONFORMANCE WIT r ELEVATION SEC. 985 F.D.O T FILTER FABRIC SPEC) SECTION NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONT RACT UNIT PRICE FOR STAKED SILT FENCE (L F.) TYP III SILT FENCE NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART I, SHEET 1 OF 3 AND DITCH / INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3<*�> TYPE III SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT S A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIE IRS USED AT PERMANENT BODIES OF WATER, SILT FENCE: APPLICATIONS-N.T.S. NOTES: EXTRA STRENGTH ILTER STEEL OR 1. SILT FENCE SHALL BE PLACED FABRIC NEEDED W THOUT WIRE WOOD POST ON SLOPE CONTOURS TO MESH SUPPORT " iiiii MAXIMIZE PONDING'` EFFICIENCY. !% ATTACH FILTER FA 3RIC r SECURELY TO UP REAM SIDE r ' 2 INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT OF POST I4 AND REMOVE SEDIMENT WHEN NECESSARY. 9''MAXIMUM RECOMMENDED STORAGE / ;' �O HEIGHT. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT " WILL NOT CONTRIBUTE 10' MAXIMUM SPACING WITH WIRE SEDIMENT OFF -SITE AND CAN , ^+ SUPPORT FENCE, 6' MAXIMUM BE PERMANENTLY STABILIZED. SPACING WITHOUT WIRE SUPPORT FENCE STEEL OR WOOD POST- 36" HIGH MAX. -PONDING HEIGHT PONDING HEIGHT FLOW N-- 4''X6'' TRENCH WITH COMPACTED BACKFILL TRENCH DETAIL TYPE IM SILT FENCE-N.T.S. 3' MIN. STAKED AND TRENCHED SILT FENCE -ems n SURFACE RUNOFF WIRE REINFORCED STAKED AND TRENCHED SILT FENCE 4'' TYP. DOUBLE ROW STAKED SILT F NCE FOR USE AROUND WETLANDS T.S. Sidewalk--1-1 I X4" OOD FRAME ; 0 S BRACE GATHER EXCESS AT CORNERS -RAE VIEW OF FRAME WITHOUT SILT FENCE FABRIC- U p m W - < ILL DROP IN WITH Gf 2''X2'' STAKE VIEW OF FRAME WITH SILT FENCE SILT FENCE INLET PROTECTION-N.T.S. - All turbidity, erosion, and sedimentation dontrols shall be in accordance With `Best Management Practices'as described in the Florida Land Development Manual A Guide to Sound Land and Water Mana ement. - Reference F.D.O.T. Index #102. EROSION CONTROL DETAILS NOTES. *WETLAND PROTECTION PLAN* a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVA I'ION EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR TO CONSTRUCTION. b. NO TURBID DISCHARGE TO WETLAND IS PERMITTED. c. ALL STOCKPILE AND/OR CONSTRUCTI N STAGING AREAS MUST BE LOCA ED 100 FT. FROM WETLANDS. 3 Sad `_ � I Silt Barrier f - =A X., c% 50 Max_ 50' Max Sod Ditch Bottom Inlet --- 10' (TYP. 50' Max Dit 50' Max. Cross Drain sa Max- 50' Max - -- Median Ditch Silt Barrier In Sod Endwall Silt Barrier Limits Of Construction Limits Of Construction DITCH INSTALLATIONS AT DRAINAGE STRUCTURES LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG FROM INLET USING REBAR FOR HANDLES y" BRIGHTLY COLORED NYLON ROPE, EXPANSION RESISTANT NOTE: IF FILTER FABRIC HAS BEEN INSTALLED BENEATH INLET GRATE, IT SHALL BE REMOVED IMMEDIATELY AFTER ROAD SURFACE HAS BEEN STABILIZED AND THE FILTER SACK SHALL BE IMMEDIATELY INSTALLED. ROCK BAG POLY WHATTLES OR GEOHAY CURB INLET FILTER-N.T.S. LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS. GRABTENSILEELONGATION ASTM D-4632 20?'0 PUNCTURE ASTM D-4833 120 LBS. MULLEN BURST ASTM D-3786 800 P.S.I. TRAPEZOID TEAR ASTM D-4533 120 LBS. UV RESISTANCE ASTM DA355 W% APPARFNTOPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE 1ASTM Hi_ 40 GAL./MIN./SO. FT. PERMITTIVITY ASTM 17491 1111110 -1 MODERATE TO HIGH FLOW GECTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM DA632 26E LBS. GRABTENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS, MULLEN BURST ASTM D-3786 420 P.S.I. TRAPEZOID TEAR ASTM D-4533 45 LBS. UV RESISTANCE ASTM D4355 90% APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE I ASTM D-4491 200GAL./MINlSO. FT. PERMITTIVITY I ASTM D-4491 I 1.5 SEC.-1 SOCK -PIPE OR FILTEK-iv. i .b. TEMPORARY SEDIMENT SWALE FULLY STABILIZED AND GRASSED PROVIDE ADDITIONAL SILT BARRIER/FILTER ADJACENT TO OUTFALL PIPE, 12'' MIN, FOLDS FOR COMPACT STORAGE -� TYPE I, DOT FOR WATERS WITH LOW 0 CURRENTS (NO MORE THAN ONE FOOT : d w PER SECOND) AND LIGHT WINDS: LAKES, w O z PONDS, SMALL STREAMS, MARSHES, 000 ~ FLEXIBLE TOP FLOTATION SECTION WITH NYLON ¢ ENCAPSULATED EPS FOAM FLOTATION REINFORCED VINYL -' LOGS (6'X61'X41) WATER SEAL TYPE 2, DOT FOR HIGHER CURRENT PVC SLOT -CONNECTOR WATERS (UP TO FIVE FEET PER SECOND): DEEPER LAKES, STREAMS, INTERCOASTAL c7 AND TIDAL AREAS. INCLUDES AN z Q tail ENCAPSULATED STEEL LOAD CABLE w O z ALONG TOP OF BARRIER AND 81'X8'X4' ~ FLOTATION LOGS, WEAR STRESS POINTS Q ARE REINFORCED WITH SHIELDS. GALVANIZED #24 SAFETY HOOK TYPE 3. DOT IS SIMILAR TO TYPE 2. DOT EXCEPT THAT POLYPROPYLENE FILTER FABRIC IS PERMANENTLY INSERTED INTO THE BARRIER SKIRT TO MEET SOME STATE'S SPECIFICATIONS. GEOTEXTILE BAG STRESS BAND 22 OZ NYLON REINFORCED VINYL - TYPE I STRESS PLATE (TO REMOVE PRESSURE FROM FLOATS) F C3 UJ w CL �z ®QQ VINYL COATING CABLE (ON BOTH SIDES OF CURTAIN TO REDUCE STRAIN) NOTE: ANCHORING TO BUOYS AS SHOWN REMOVES ALL VERTICAL BLOW-UP OF FORCES FROM THE CURTAIN, HENCE, THE CURTAIN WILL NOT SINK SHACKLE FROM WIND OR CURRENT LOADS, CONNECTION 2'X2"X%4' RUBBER BLOCK (TYP.) DEPTH=D FILTER SACKS FOR ■ � 111 W s �A Mal POLY WHATTLE 90° FITTING (SKIMMING MECHANISM) TEMPORARY ADS OUTFALL N.T.S. TEMPORARY ADS OUTFALL WATER SURFACE CANAL/DITCHBED NOTES: I. ACTUAL LAYOUT DETERMINED IN THE FIELD. 2. THE CONCRETE WASHOUT SIGN 'SHALL BE INSTALLED WITHIN 30' OF THE 'TEMPORARY CONCRETE WASHOUT FACILITY. 3. A ROLL OFF CONTAINER :SPECIFICALLY MANUFACTURED 17OR CONCRETE AND STUCCO WASHOUT MAY 13E SUBSTITUTED. AUTOMATIC FLASHING LIGHT (ON AT DUSK -OFF AT DAWN) 1 00'ON CENTER SHALL BE USED IN NAVIGABLE CHANNELS ONLY BUOY ATTACH LINES TO SHACKLE ORIENTATION WHEN INSTALLED TID( AL SITUATION -TYPE III)-N_T.S. COMPACTED FILL - NATIVE MATERIAL ' `' (OPTIONAL) -10 mil PLASTIC LINING SECTION A®A 10 mil PLASTIC LINING i4'' TIE ROPE FLOTATION ALL SEAMS HEAT SEALED ECONOMY FABRICS AVAILABLE 18 OZ 300 LBAN STANDARD Y4" CHAIN TOP LOAD LINE X6I VINYL COATED CABLE FLOTATION FOLDS EVERY 6' STRESS BAND STRESS PLATE 6" CHAIN BALLAST AND LOAD LINE 100' STANDARD LENGTH 18 (OR 22) OZ VINYL COATED NYLON PVC SLOT -CONNECTOR FLOATATION STRESS PLATE LAP LINK 6' CHAIN GALVANIZED 424 SAFETY HOOK STANDARD CONTAINMENT SYSTEMS LIGHT BUOY ANCHOR(AS RECOMMENDED BY THE MANUFACTURER) PLYWOOD, 4'X2' PAINTED WHITE BLACK LETTERS 6'' HEIGHT LAG SCREWS V2" DIA,) WOOD POSTS (41"X41X9' ) EXISTING TRI DIAMETER V/ ORANGE VIN' CONSTRUCTI CHAIN LINK C FENCING OR EQUIVALENT NOTES: 1. ALL TREES RETAINED SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. 2. UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. 3 INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES, 4. FENCE/BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TRESS OR GROUP OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. 5. DO NOT PARK HEAVY EQUIPMENT ON TREE ROOTS DO NOT ADD FILL 4'' TOG'' AROUND TREE ALL WORK WITHIN THE CRZ MUST BE DONE BY HAND. ELEVATION PLAN PROTECTIVE FENCING FOR TREES-N.T.S. FLO- z z z z z w w w LU LiM :2:2 0 0 U 0 0 W W W w W a- a a- IZ --POSTS OR APPROVED W a bi ® W Li 0 M ATIVE w w w w w QI Cr a r cV rya to N Ct 151 w15 m ®wxW zWVi co nnujX: zGs� ne W(no -wat- ® _J w = F- C] Di_ M Q 0 F- ® � wWgwr�=� Frw�� w=<ng5F-ww 00 -0¢ �aW � ORANGE VINYL CONSTRUCTION Q m M r z w F - W O N FENCING, CHAIN LINK FENCING, `�° 3 Ku zF- SNOW FENCING OR OTHER SIMILAR �u z = z zd FENCING AT LEAST (4') HIGH AND w n w z °aJa Fww� ®- SUPPORTED AT A MAXIM UM OF a er z a TEN -FOOT (10') INTERVALS BY O 2 ®® METAL T-POSTS OR APPROVED METHODS SUFFICIENT TO KEEP THE FENCE UPRIGHT AND IN PLACE. WOODEN STAKES AND REBAR POSTS ARE NOT CONSIDERED AS AN APPROVED METHOD SUFFICIENT ENOUGH TO KEEP THEFz FENCE UP RIGHT AND IN PLACE. (D 0 NOTE: ALL STOCKPILES SHALL BE A MAXIMUM OF 25' HIGH. SECTION A -A LSILT FENCE (TYP.) NOTE: FOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED SEDIMENT CONTROL [DETAIL FOR STOCKPILING OF ERODIBLE PERIODS, THE AREA SHALL BE MATE,E.RIAL-N.T.S. SEEDED AND MULCHED. ---- CONCRETE WASHOUT SIGN NOTES DETAIL (OR EQUIVALENT) EROSION DMOENTRBOASINSAND TARAPS,PERIMETER DIKES,SEDIMENTBARRIERSANDOTHERMEASURESINTENDEDTOTRAPSEDIMENTSHALLBE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. P LAN 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION _ C C� tJ`r "ABOVE OF THE SITE TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN FOR MORE THAN ONE TYPE GRADE" WITH 12" DIA, UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED COMPACTED FILL STEEL WIRE 4 YEAR. DURING CONSTRUCTION OF THE PROJECT, 501E STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. STAPLE DETAIL 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. �„ /� �gp { /, A c CONCRETE C?G STUCCO WASTE IV!liNAG EIYI ENT- N J. 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED - .T. IMMEDIATELY. 7_ CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE_ 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING r+ gg CONCRETE 4X RETE STUCCO WASTE MANAGEMENT-N.T.S. CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BETAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. DIVERSION RIDGE REQUIRED 10 PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED THE WHERE GRADE EXCEEDS 2%n CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING 2% OR GREATER CONDITION AT THE END OF EACH WORKING DAY. I _ WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY ROADWAY :: TRACKING ONTO THE PAVED SURFACE_ WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. FILTER FABRIC 12. ALLTEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY RECEIVING OUTFALL SWALE OR DITCH. STABILIZE/GRASS OR REVEGETATE, PROVIDE SILT BARRIER AT DOWNSTREAM PROPERTY LIMITS. CONTRACTOR TO TEST TURBIDITY LEVELS WEEKLY. Q A Q 0 IY SUPPLY WATER TO SECTION A -A MEASURES ARE NO LONGER NEEDED. kn/ncu tn/uFFI .c iF AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION 11.1 FLOW 13. PROPERTIES 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND THE DETAILS AND NOTES ON THE PLANS_ SILT FENCE, SANDBAGS OR 15_ CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. CONTINUOUS BERM OF EQUIVALENT 16_ CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. HEIGHT, 17 THIS POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONALBMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE. 1 & NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK (BY THE CONTRACTOR) AND MUST BE REPORTED TO THE PROJECT ENGINEER_ LOCATION SHALL BE DETERMINED BY THE ENGINEER. 19. DEWATERING ACTIVITIES: NOTE: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS USE SANDBAGS, STRAW BALES OR B - CONTRACTOR MUST HAVE A TRANSFER ABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS OTHER APPROVED M ETHODS TO THAN 300,000 GPD FOR 30 DAYS OR LESS. CHANNELIZE RUNOFF TO BASIN AS C -NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. REQUIRED. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDSILAKES) MAY BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD_ D - NO TURBID DISCHARGE- TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. 20. THE CONTRACTOR SHALL OBTAIN GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY_ A - BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SITE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED UNTREATED DISCHARGE WATER SHALL BE PERFORMED TO DETERMINE IF CONTAMINATION EXISTS BY CONTRACTOR). IF NONE EXISTS, THE RESULTS SHALL BE SUBMITTED TO THE FDEP z INDUSTRIAL WASTEWATER PERMITTING WITHIN ONE WEEK OF COMMENCEMENT OF DISCHARGE (C.O. ALI KAZI, P.E., 3319 MAGUIRE BLVD. SUITE 232, ORLANDO, FL, 2 32803), WITH A LETTER NOTIFYING THE AGENCY THAT DE -WATERING ACTIVITIES WILL COMMENCE PURSUANT TO 52-621.300(2) F.A C- AND THE SITE QUALIFIES FOR o THE GENERIC PERMIT. B -THE FACILITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A POINT SOURCE TO SURFACE WATERS OF THE STATE, AS DEFINED IN CHAPTER62-620, F.A.C., ONLY IF THE REPORTED VALUES FOR THE PARAMETERS LISTED IN TABLE 1 DO NOTES: NOT EXCEED ANY OF THE LISTED SCREENING VALUES. 1. THE ENTRANCE SHALL BE MAINTAINED IN A C -MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUNDWATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED (BY CONTRACTOR) BEFORE THE COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY (30)DAYS AFTER COMMENCEMENT OF DISCHARGE, AND THEN ONCE EVERY SIX (6)MONTHS CONDITION THAT WILL PREVENT TRACKING OR FOR THE LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERM IT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OF FLOWING OF SEDIMENT ONTO PUBLIC THIS PERMIT SHALL BETAKEN PRIOR TO ACTUAL DISCHARGE OR MIXING WITH THE RECEIVING WATERS_ THE EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS RIGHT-OF-WAYS, THIS MAY REQUIRE TOP DRESSING, LISTED ON TABLE 1_ REPAIR AND/OR CLEAN OUT OF ANY MEASURES D -IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES LISTED IN TABLE 1, EXCEPT TOC, THE DISCHARGE IS NOT AUTHORIZED BY THIS USED TO TRAP SEDIMENT. PERMIT. IFT.O.C- IS EXCEEDED BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND EXPLANATION FOR THE HIGH READING MUST BE SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION_ 2, WHEN NECESSARY, WHEELS SHALL BE CLEANED E - IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN A PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL WASTERWATER PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF PLAN 3 WHEN WASHING IS REQUIRED, IT SHALL BE DONE DISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED IF THIS OCCURS. 21. THE CONTRACTOR SHALL OBTAIN A STATE OF FLORIDA GENERIC PERMIT FOR ON AN AREA STABILIZED WITH CRUSHED STONE STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, AND THAT DRAINS INTO AN APPROVED SEDIMENT TRAP SHALL ADHERE TO ALL CONDITIONS OF THE PERMIT, INCLUDING INSPECTIONS, REPORTING, DIVERSION RIDGE OR SEDIMENT BASIN RECORD KEEPING AND CERTIFICATIONS. 50' MIN. TEMPORARY GRAVEL CdNSTRUCTION copy ENTRANCE/EXITAT.S. REVIEWED FOR � � � � ST. LUCIE COUNTY BOCC SCREENING VALUES FOR DISCHARGE INTO. Parameter Fresh Waters Coastal Waters Total Organic Carbon (TOC) 10.0 mg1L 1 R0 mg/L pH, standard units 6 0-8.5 6.5-8 5 Total Recoverable Mercury 0.012 pg1L 0 025 pp L Total Recoverable Cadmium 9.3 Lg/L 9.3 pg1L Total Recoverable Copper 2.9 Ng/L 2.9 pg/L Total Recoverable Lead 0.03 mg/L 5.6 mgJL Total Recoverable Zinc 86.0 Lg/L 86.0 �g/L Total Recoverable Chromium (Hex.) 11.0 Lg/L 50.0 Lg11- Benzene 1.0 pg/L 1.0 Lg/L Naphthalene 100.0 pg/L 100.0 gg/L f W 4 U 00 Lr Cc LL N 0 CD a E a Z < 41 W g c�oi 0 eo (z z [( W 0 W a) > Q tt1 N W Q 0r H-- o 4 � U) t`- II cot o- 0 - Imo- z J f - ® W H w m CC) LW v H tV 0? U < O FS lr�_- Z N �- _J H DocuSign Envelope ID: 2BD484OF-7CF9-43B9-9668-52E355AEFE84 WeMs, KEU.ER, SCHI.FiCHER 9. Ma-WILLIAM ENGIN iERING ANO Tl�$ilNv_ %MKIIN 1XV-,"W P-0, BOY, 9ASYfAN, PALM F:T ,ticm �o "_X V�111;i 1% September 9, 419 ]Eric Bokor Seechwood Contracting inc, 15614 NW 78P Avenue Alachua, Florida 32618 Rc Proposed Now Building Fort Pierce AutDmodve Oleander Avanuo Fort- Plerice,flodda KSM Protect M 193492-we Dear Mr. Bokor As requested, KSM Engineering & Testing has perforrnt d a subsurface Investligaidw at thereferenced site., Presorriation of the data gathensd 4: Ong the investat1w, t I 00wher with out geolec�hnicsill related opinions, are included In thi � report A� Wito Dowripboo-1 At the time of drilling, the site was fairly uneven with th" underbrush andmany trees, Due to the vegetation arid trees, a portable Dynamic Co wPenetromaiter 4,Wtdrat) was used to establish ft bearing Capacity of the foundation 4 "'ils. a. Projeduescriptlow A Commercial structure, appiroxxnately 7,000 SF.� is is rined to be constmoted on ft- silo, Loads fromthe theground by conventional shallow footings, We estimate the maximum wall loads wig be le, a than 2,500 pounds per Illneaf fool along ft wall foundation, Some additional Sitis fili wilt be required to reach the desit 4-d grade& pww,��4 si� Pe-"�,Z i A: KzO&� pk: 1M� RO� FOX 79-137? 7, SESA%M.AO� R_ W47 Date : Seplember5, 2019 Locaf*w Fort Pierce Automotive 16' - 39" Lil ht Gray Sand -2- fttoirTabfe� 23"RelowEyistinlGrade Job* KSM 193492-1hi h"w"'W 6 $K�kn� rlf,� VM� i 1�1 a: U� -, J%V�, �i� xrol, �� W, KELLER, GCH�,rICRRR A MarWILLIA-M FNCUNEERIN� MARM111 , RID, rBOX 78-1377s SEBASTIAN, Fl,.'� &M_78,4, l�Alm KNIM �W I Data 11 Septerniber 5,2019 Locatom Fort Pierice Aufamotive DEPTH IN FEET Oleander Avenue Fort Pierce, Florida HA-4, See Attached Locallion Plan STRATA FROM -TO Da k Gray Ro �ts Ir OIL & Imalm KELLER, SCHLEICHEP.. & MacWILLIAM ENWNEERIING AND TE.STINO, 1W_ ivi A � I T �, N: 112 a 7 47; S 5 POI BOX: TSAV?, SESASTiAN, F',-. r"41 OUI� $a. �0�12 r1WM mx "A I � e,4 NIM 9&:4MW.VN CA 5"M Faill Prerce Automotive o�2_ Septamberg, 2019, Fort. Pierce, Florldia C. The scope of our study consisted of the fallovAng�- 1, Perlormed Dynamic Cone Penetrometer Testing and hand -auger boriaga in the proposed construction area to estimate the subsoil relative density, 2, Measured tne groundwater level, 3. Evaluated ta existing anif. conditions with respect to the. proposed construction and provided recommondations for Zito preparation and Wridation design. 4, Prepared this report to document our findings, 0� Site finves"00n; The site investigation program: consisted of performing four (4) portable Dynamic Cone Pernstforrielef tests, in Ole Proposed: W"struction area, A hand -auger boring was perfornied by each Dynamic Cone Penetro -motor Test, The locations of the borings are indicated: on the attached bodrig logs, DuAng ft portable Dynamic Cone Penetrwrieter test, a 35 pound safety hammer is repeatedly dropped 15" driving a 10 square centimeter Cone throup, thaground, Blows per 10 0entimater of penetration, dynarnic. oone resislanw, and equhialant SPT 'W values are measured and shown in ll altachod logs, E� and Candusions: 8ased on the information obtained from this site investigation we are pleased to oftr the following evaluation, The boring logs indicale the subsorface soik, consi m Ist ostly of: fin"rained gand and %omeclayedsand. "N'voluest'acorded during the Dynamic. indicate that The existing soil density ir, loose to medium dense, Thekiow. $.ofl$ will not affect the new building providing our site prepairation specifications are lbifpwed� Ttieniff,ne, based on the existing soil condiiiions, it is our prolessional opinion, that the proposed structure can be s4ppoded on corlVemonal concrete, steel reilomed WtLDCAT DVNAMIC CONE LOG Coffli*� NOW ksm Eftgl)�Otiq TMORS N ('i)r11iWWJ I ' 34.� H%)�, U',S, I PROJWT WAIsPW __WO_Tmi %,'*MpWj cit"", �"W, Zip �kbwim,. rio;6% 3,29,M DATE '�� ARU 0" 4 ��"V DAT� COMPUTED! M0�2019 "OLE Kvs cn* '"Wiff 'WIWACU F_L�VATTON! N;A PROJECI ADDRLW jr�m �K=Aa�wmW� AWO &SIM W[�Iom:: CONEAREW TES;T'.,NG, uNrO... "M IPTION OF Sand with Some 111-30" Il Gray Sand Clayed Sand ZF 0% Ar 9% L-J AVA: KELLER, $GHLEICNEA & Ma�;WIUWA I MEER A V T f,� F N Poe SOX 70137','� SE8AS§TlAN, FL iun,� m6 A V Date August, 27,2019 Ux-ation: Fort Pierce Automotive Oleander Avenue Fort Pierce, Florida HA-5, See Attached Lomfi I an Plan DEPTH STRATA PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS .0- 0' - 14' Dark Gray Sard*dh Some Roots -1- 24L 14'- 36' Light Gray, Sand 31 W - 58, Brown Cloyed Sand ,4- 43 Gr;� oth Bwwn Clayed Sand .5- W - 72" 44 Gl-ayiish Brown Glayed $arid, SP01L.4y A%*J"L SCNLFiGHLFR & KFI-A, NGiNF.FRMG AWE I S,*I�N ;NC k�www4 -M w? � 7W, P.0 14: 0Y ig_ I r�, S V uVAN, K WQ?U�1 W7 Fort Pierce Automotive -3- September 9, 21019. Fort Pierce, Florida F. Site Preparatiow The proposed building area andareas to be paved: pfus a minimum margin of five feet beyond th& proposed construction shall be stripped and -grubbed of sur%Qe debrw including vegetol"n, rocb and organic mattler., Stumps shall be removed entirely. The building area s1oulid be graded level andL ptooftolled, Any soft Vielding orisaa. shall be excavated and repW*d with clean compacted fill. Suffident passes should be made during compaction operations to produoe a density no less than 05 peroent of jJ5 modified dry Pioctw vallue (ASTM U 1557) to a depth of two feet. This is especially important on this site due to the amount of v"etstion which will: need to be removed. After the exposed surface has been proafrolled, the building and pavorrisrit area* may be ffledic dea , , Ow ired grades. The fill material shall oonsistL of Clean gMulat send Containing loss ftn 10% material passing It* U,& Standard No. 2.00 mash sieva- plaoe atrul'ural fill in loose lavers of 12 firiches in thickness and compact each: fift to at least 95 percent of Its modified dry Proctor value, The disturbed subgWo in the axcavatbij foctingsshalibe. ts-compartiad to no leas, than 95 percent of its moilifed dry Pto=r value (A-STM D IW). G,, Foundatlow, Provided that our recommendations for site preparation are tollpwed, the proposed structure may. be supported on wrivantional concrete, steel reinforced footings designed for an allowable sail baar�ftq prassure of 2,000 pounds par square fox, or less,, With the foLundation property designed and the site properly prepared,. we an4k pate total settlements I*" than 1% of an inch and of less than 1% of an inch, The majority 00he settlement omif &finq the TIP 0, 1k. I "," AV& KELLER, SONLEICHER & MacrWit-UAM EN01,.NEERiNC-.'� iNn RO, ROX 79-137T SFRAST IAN, N-329,,, I . ? CA.: Date September 6,,2019 Locatiom Fort Pieme Automotive Oleander Avenue Fort Pioroe, Florkla HA-2, See Attached Location Plan DEPTH STRATA DESCRiPTION OF IN FFET FROWTO 1-3011S -0- W - 17" Dark Gray Sand with Some Roots _41- 52" - ?21 Grayish Brown Cloyed Sand �5� Water Tablw 27" Below Existing Grade JobA KSM 103492-2ha F. TIP 0 1k 0 A%11�;Iltm K E L L E R, 6 0 H L C l C H E R Vo,,c% W I.i_ L I AiA I-- I N E E � i N G AIN D T E ST I G, i N C, 2V4 a F0 BOX 78-1377, SEBASTIAN, �1,N29718'.1377 WUM1014 - 11*011i'� "r11U4V10 wa,� rate August 27, 2019 Lmation: Fort Pierce Automotive Oleander Avenue Fed Pierce, Florioa KA-6, See Atta0ed Location Plan: DEPTH STRATA PEN UESCR[i;�0�017 IN FEET FROM -TO READINGS SOILS, Dark Gray Sand with Some Roots 22 2W - 4T 28 Light Gray Sand WOUR &%9j"A KEAJ.ER� SCHLEICRES U a �-,,VV i i- A M E N G 1, 1- P R N G A N U I N a , 1 ?4 c Fort Pierce Automotive 4 Septerritiff 9, 2019: Fort Pierqe, FloWs H. Floor Slotic A converitional slab -on -grade, can be used in the 'at grade�'portjon of the building, We recommend the disturbed subqrade beilow the floor slabbe re -compacted to 96 percent of the, modified Pfoctor mummum dry density (ASTM 0:1557) prior to placement of the concrete, Density should be re-chacked after, ublity construction,. An estimated modulus of subqrsda, reaction of 150 pounds pw mthir inch (pri) can, be used for design of the slab -on -grade. We recommendihat o"nsicin or control jointsi be incorporated between the floor Web and column or wall to.06g.s. Control joints, should also be incorporated in #is slab at frequent control shrinkage cracks, uromigration korn the uriderlyjag sail resulting in dampness of the slab. 1. Drives and. Parking Amos., (Standard Duty Only) V* performed three (a) han&augers in the proposPO roadway to isval:016 the soills in relaton to the proposed pavement V% did not find any "muck" or other unsuitable material in the test borings. Penetrometer teadlng;a recorded during We Kiveswation indicates the existing soil density is firm to medium dense. Although a comprehensive pavement evaluation was not within the scope of this study the site may be prepared to support a flexible pavement or Ngid, Concrete paNernof* The pavement should be designed for the anticipated loads and frequencies, The minimum pavom"t design for storidard duiv arphak shok.A.J. Ificlude: the in I Itowing. Clear the roodlyliaY area of any surface debris, induding vegelstion, motserld organic matter, Stumps shali be removed entirolIV, The cleared areas should be graded level and proof roffed , Any soft yielding areas shall be excavated and, replaced with clean oompacted Is�fi� Sufficient pas."s should bemade. during compaotion opemaitions to produce, a density no less lhan 95 percent,of its modified dry Proctor vaJue: (AASHTO TIM to a depth of two feet Additional fill snail consist of dean granular sand con.t.aining less than 10% material passing the U,S, Standard. No, 200 mesh sieve,and placed in loose layers of 1:2 inchm and w.mpacted to ft above densities, Eight Inches of suitable cloyed soil having a Limarcick S*aring Ratio (M) Of 40 shoukd be used for the stAbilized subgrade and cornpacted to 98 percentof its modified dry Proctor value (AASHT0 T180). WILDCAT DYNAMIC CONE LOG COMWY Naim K$*M E*iiltairs Camr�my Siri.qi 0 t � _A3, Hwy U,& Nl)k'Fl�lg 0349��,Im-- SO*ft, F�X�h 329S DAU Si`AIAJ'�U� 09-0$-2(�iO DATECOMPLETEm WW4�-19 HOLY, O� WXI'A-w UIAOW tk.Wkw, Piog CRgW: MWT SURFACE ELEVATION; N A PROACT HoierhwWri QOftoin, lxlk�. WATI"R C.'NCOMPUT DfNr 24� AVDM�W fod AYft*o Wr-,loli I LMATI[M Fm'K-�, MrW CON:� ARE& I j� N_ m Date � August 27,2019 Location: Fort PlOrc:e� Avtomotive OleanderAvenue Fort Pierce, Florida HA-T, See Attached Location Plan DEPTH STRATA PEN DESCRIPTION OF IN FEET FROWTO READINGS SOILS -0- D ark Gray Sand withSome Room Water Table� 10 #1- 21' Below, existiril KSM 1934RZ4ha Grade Watef Table,, 22" Below ExWagl Grade Job* K&M 143479-1 he WelarTable.; 21" Below Existing Grade Job #1- KSM 193479-2he �NaterTable, job #,. 26'Below Exiavnq Grade KSM 193479-3h.9 6, xAitm, R,�. � V,'��3 R��,16:DMM W alk's A%t4AVA, KELUP',, SQHl_ElGf+E-H 0. klaciNILUAM ENGONFERING AND TF$TlNQ, INC, V i P0, BOX MW K PAU Fort Pierce Automotive -6- September 9� 2019 Fort Pierce, FlUrid$ The base course shall W sli� inches of oeownted wquina fock (0R of 100) or limwwA and compoded:10 98 percent of its modiW dry Proctor valu'e lAASHTO T1W), A minimum of 116 inches separation should ba.maintained between the bottom of the base and tie high seasonal grounclovater table, The asphalt wearing surface should Conti . 9, oUI Wof type S,3 in acccirdance with the Florida Depaftent of Ttansporfation Standard Specification for Poad and Bridge construction, V*we a concrete pavement section is used, a minimum thickness of 5 inches is recommended within Itght day arear., The concrete should be reinforced to withstand It* do traftloads and 5aw outs constructed for crack controL ` Me convete sboUld have a minimum compressive stirsirtgi of 4,000 psi, Six inches of suitable cloyed soil having a Limorock Bearing Ratio (LBR) of 20 and compacted to no less than W percent of Its modified dry Prodor value, (AASHT0 T180),;houtd be used as a base Standard duty pavement areas are considered car and pickup trurk loading conditions and a few medium trucks sLich as delivery and garbal�e, trock loarling condItions. J. Closure! This report has been prs4psned in awmrdanw. with generalify accepted SoW and foundation engineen I rig practices based on the results of the test berings and the assumed. loading condition, No warran"s,., either expressed or implied: are Intended or made, This report, does not Weotany vadotions. which may am—ir betwoien the boringt. If vstrWionsi appear eviderit daring the courso of It would be necessary to re-evaluate the recommendations of this project. Environmental otinditions, wetland delinea , water quality, and municipw toquirer pie not a part of this repo" V#9 1110k f assistanc* to you an this phose of your project, When we may IoNou or shout you�, halfis anyqoesdjofts, please eel to cat, 00 JEK,ft Zip VIL m7,'?7S-" P101. BOX 71,�-1377, SKESA STIAN, FL 32DT-15-1 317 5V Date 5, 2019 Locabon". Foft.:Plerce Automotive Oleander Avenue Fort Pierce, Florl HA-3, 11�4* Attached Location Plan DEPTH STRATA rjrf3CRIPTK)N OF IN FEET FROWTO SOILS Dark Gray Sard with Some Roots 4- 2R' Light Gray Sand 29* - 42* Brown Sand 42" - 68* Brown Clsyed Sand -4 68`- 77' Grayish Brown clayed'sand WaterTable, 24" Below Existing Oradii Job KSM 193492-3ha I WILDCAT DYNAMIC CONE LOG Kkp�,, i Bf t Cuarpa�o I'MMECT N"I'm UK MAQ-hwr Cam�-Uly Ciw_ zip smauim, Fbg At 31.9U DATE COM PiANPi.0 fiq -0.1-20 k) 5iWA.Cr rtrvA.TION: WA FROXECT: Amhwxid Cm trwth% I r3z 141XIV0. ON, 04W.PiJ� 23" UW_ATl0W fum pimv, "Milzi CON r AUA: ,cm WILDCAT.DYNAMIC CON CLOG Cwflpany Nme Ksm K, T"iikg so 11W fl%y US, i. PROX0, NUMBLit 1 0)"nromy Usty,Swe,Zip 120.59 DATS, -STA 9 TED: 0_0_2W9 )A,m MILE 9� DC-4, S" MMW Utakmw Pim cgl�WMSIMT '5UWACT �A,EVA rPON, WA W, A MR. ON W.IMP1.1r.Tir�v, I,, ADDPVVW� Pon Kam Awimmi w., 0l.k=*,r Avonkm, LMA 0ON; F Wola WNF AKEA- WNnwl R-45WS T7T--.115UNcT ZRAPH Of CONE Mis-777,17, 8 WWICOMWE COMWE 133 VF Y 001SE A L 4 173 S LOW WMIM51iff I ft 4 1719 unoff MEDRIMSTIFY 5 6 7 LOOSE MEDAI`Kmlm� Z ft in 44A ------ lit M PD011 IV DENSV. ST11'r 12 !i�J W VA W MN I sE �slrlFF 1i 4U MED16:1m: VENS�E ISTIFf it 7 MA 1,001SP, MEMUM ISTIPF i nk 9 4U, il MEDIUM DENSL :Mrp IJD WVUNI WNSE STWF 4 't 12 40 13 MEVioN,1 STIFF 13 Z, WORM DENNE STIrr' 11 41� �1: ....... 12 NUIVRAI DENSE', STIFF I l, if) AA� It rJF,..N,,qF STIFF 7 1XJQS;F- MUNUIMA"TW� 14,7 4� 1100$F STIFF 2 m 9 8, ")UM MEMIM STIFF L00�1_ MEDIUM Stiff "'s uoom MENU 11 M STW1.1 219 6 tcou M_ LuIUMSTITr 9 it in . . . ...... 19 LOOM 9 A9 9 LOWE MMIUM -STIV, 9 it a VA IMMIUM &T iFF S z7A -"DM MIEDWIM STIfy i U_XM MMIUM STIFF 1 Z14 6 WOE MI11W 1_�T Wr UXIISK M3�mrvm wF 14:�� 6 LOOSE MV *W 0 4 ---------- J "r", R REVIEWED FOR CNODE COMPLIANCE; 000* St WCIE COUNTY E1 VMS C) N In "I LL 0 :D Ld :D LJ 0 Ld Q Ld Of Z Ld o X W Z5 in 3: C� 0� Lji F M z 0 LLJ (L M5 W o_ cn b 6- Ld — F- 0 = X -1 Ld = 01.� Ld ZFEMO F- 0 OLO in CL < W z 0 LJ i__ M -3r.0 fem MMUMLi M < 0 L=, 0 1 0 M rD 0- 121� F- 0 0 LJ F- (n 2' W N W O—ONF- z , Z=0 0- of 1-- Q -0 0— 0 z � = z < z 0 = M La �il: Li Ld P- :3 z _11 r: =3 V) MK Q: LLJ Ld Ld M X 0 _< 0� = = 0 M FK z :3 0 il-' F- F- LL (L Z) 0- C�D o E (0 0) 0 0 Ln a) Q_J < C) CXD C(- 0 (.C) CO _J LL 0 0 0 CD C) < 0 W 0 Co 0 _j q) a) 0 Cr W LIJ a) < > 0 0 N QD 'a) if W G) < U) in, 0- LL_ 0 -9- W 0 l__ LL 0 In < U W W _J > C-4 LLJ U z < 0) 0 6 [— I- z C� _J W W, IN PAP 4 0 __4 P - DocuSign Envelope ID: 2BD4849F-7CF9-43B9-9668-52E355AEFE84 ® - - EX SAN- - - EX SAN- EXISTING SANITARY SEWERLINE S11 - SAN - PROPO ED SANITARY SEWERUNE mmmmmmmmm- EXISTING DRAINAGE PIPE PROPOSED DRAINAGE PIPE - - E,&M - - - EXISTI G WATER MAIN %%T -- %%T PROP03ED WATER MAIN 0 FILTER FENCE/SEDIMENT BARRIER \24.4a PROPOSED SPOT ELEVATION AT EGP/SIDEWALK 9.0 1 R PROP C SED EOP RADIUS 25.0 PROP GRADE / CONTOUR PROP OIED ED DRAINAGE FLOW IRECTION STREET LIGHT -E] PROPOSED LIGHT ON -SITE TYPE 'C' OR TYPE 'r INLET JUNCTION MANHOLE DRAINAGE STRUCTURE LABEL PROPOSED FIRE HYDRANT PROPOSED SIGN SEWER! MANHOLE 0. 13. FD. AND 1,01, N8809'15-W (D) V88'18'42 "W 600. 00' Tlo: BUILDING SETBACK/ 10 LANDSCAPE BUFFER 1 Uj U- L� 0 :3 < CAN m 121N 99 w CL Ln < 'K L) En Z Ln Z Lc) IN M 4j _0 Q) c C14 Z x 10: BUILDING SETBACK/ 10 LANDSCAPE BUFFER- 7 27M"=00 10-9'167- (D) 18" ADS N-1 2 (ON -SITE) N INV=90' GRAPHIC SCALE 20 0 10 20 40 IM FIRE DEE&UJI[Ik- I. FIRE HYDRANTS (SHALL BE) ARE PROVIDED FOR BUILDINGS OTHER THAN DETACHED ONE -AND TWO-FAMILY DWELLINGS IAW BOTH OF THE FOLLOWIft A. THE MAXIMUM DISTANCE TO A FIRE HYDRANT FROM THE CLOSES POINT IN THE BUILDING SHALL NOT EXCEED 400 FEET. S. THE MAXIMUM DISTANCE BETWEEN FIRE HYDRANTS SHALL NOT EXCEED 500 FEET. NFPA 2. AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING THE REQUIRED FIRE FLOW FOR PROTECTION (SHALL BE) IS IDENTIFIED TO ALL PREMISES UPON WHICH FACILJTIES, BUILDINGS, OR PORTIONS OF BUILDINGS WHICH ARE TO BE CONSTRUCTED OR MOVED INTO THE JURISDICTION. THE APPROVED WATER SUPPLY SHALL BE IN ACCORDANCE WITH NFPA 1,18.4. a. FIRE DEPARTMENT CONNECTIONS SHALL HE LOCATED ON THE STREET SIDE OF BUILDINGS AND SHALL BE LOCATED AND ARRANGED 50 THAT HOSE LINES CAN BE READILY ATTACHED TO THE INLETS WITHOUT INTERFACE FROM ANY NEARBY OBJECTS, INCLUDING BUILDINGS, FENCES, LANDSCAPING, OR OTHER FIRE DEPARTMENT CONNECTIONS. THE LOCATIONS OF THE CONNECTIONS SHALL BE BASES UPON THE ACCESS REQUIREMENTS OF THE FIRE DEPARTMENT. ,--.4. THE DISTANCE ALLOWED BETWEEN THE FIRE DEPARTMENT CONNECTION AND A FIRE HYDRANT SHALL BE NO MORE THAN ONE HUNDRED (150) FEET AS A VEHICLE TRAVELS. ®:D. 5. FID ACCESS ROADS (SHALL BE) ARE PROVIDED SUCH THAT ANY PORTION OF ANY SPRINKLERED FACILITY OR EXTERIOR WALL 15 LOCATED NOT MORE THAN 15OFF'TFROM TO ACCESS ROADS AS 0 MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. (450 __j FOR NFPA. ", 13D. 12SPRINKLEREDPROTECTED BUILDINGS). PER NFPA , CHAPTER, 9, SECTION .3. PRJOR TO THE FINAL OCCUPANCY OF ANY BUILDING, LB. 11, LJ THE PERMITTED WATER SUPPLY FOR FIRE PROTECTION, INCLUDING FIRE HYDRANTS AND FIRE SUPPRESSION SYSTEMS, SHALL BE INSTALLED, TESTED, AND ACCEPTABLE TO THE AHJ (SLCFD). A 7, TWO WAY RADIO ENHANCEMENT h`YSTEMS/BDAS SHALL BE INSTALLED, INSPECTIONS AND OPERATIONALLY TENTED IN ACCORDANCE WITH THE MANUFACTURERS PUBLISHED REQUIREMENTS, By L Lj THE LOCAL FIRE DEPARTMENT, AND COMPLY WITH THE MOST CURRENT EDITION OF THE FLORIDA FIRE PREVENTION CODE AND ITS INCORPORATED STANDARDS AND CODES, PRE -SURVEYS OF RADIO LL1 SIGNAL STRENGTH SHALL BE SUBMITTED TO THE FIRE MARSHAL IN THE FORM OF HEAT SIGNATURE MAPPING ON A CERTIFICATION DOCUMENT OF RADIO SIGNAL STRENGTH PROVIDED BY A LICENSED 60 ENGINEER. 1. ALL NEWLY PLANTED MATERIAL WILL BE FLORIDA I GRADE OR BETTER. 2. NEWLY PLANTED MATERIALS WILL BE FULLY IRRIGA6 BY AUTOMATIC MEANS. 3. ALL NEWLY PLANTED MATERLALS WILL RECEIVE A MINIMUM OF 3 INCHES OF NON -CYPRESS MULCH. 4, THE ROOF SHALL BE PITCHED FROM THE WORTH PROPERTY LINE OR ROOF DRAINS Son BE PROVIDED TO PREVENT RUNOFF TO THE NORTH PROPERTY LINE. 5. TREES RACED WITHIN 10 FEET OF DRAIINAGE STRUCTURES OR PIPE SHALL INCLUDE A RODT BARRIER LLJ PRODUCT TO PROTECT THE DRAINAGE SYSTEM. Z: DRAINAGE __j STRUCTURE SCHEDULE C0NR9L STRUCTURE TYPE D' INLET �DS-3 TYPE V INLET SEE DETAIL THIS SHEET TOP = 12.75' E. INV = 8.95' W. INV = 8.95' BOTTOM = 8.45' 0E2 TYPE V INLET TOP = 12.75" TYPE V INLET ' E. INV = 9.25' TOP = 12.75' W. INV = 9.25' E INV = 8.70' BoTrom = 8.75' W. INV = 8.70' BOTTOM = TV Ell 4" WIDE CONCRETE: WEIR TOP AT ... 12.45' ... 75" ORIFICE ... AT 11. 38' ... 18" ADS N-1 2 (TO DITCH) N. INV= 9.0' CS-1 TYPE "C" INLET OUTFALL STRUCTURE 0 0 Legend & Abbreviations: (symbols not sccleable for size) r4 N CN4 C14 �2 1 7 0 TOP 13 5' GRATE PILS - PROFESSIONAL LAND SURVEYOR E-- - GUY WIRE C-14 N6 1 TOP= 135 PSM - PROFESSIONAL SURVEYOR & MAPPER c-01 - WOOD UTILITY POLE r LB - LAND SURVEYING BUSINESS - TELEPHONE SERVICE GRATE T. - CENTERLINE (R) RADIAL - CABLE T.V. BOX CONCRETE WEIR 4" WIDE R - RADIUS - ELECTRIC BOX TOP AT 12 45' ONCRETE WEIR L - LENGTH (N R) NON -RADIAL SDI - LIGHT POST TOP AT 12,45' A - DELTA ANGLE 0 - WELL U Uj Ld Li U-1 5.75"ORIFICE E/P EDGE OF PAVEMENT V - HYDRANT AT 11.38' ..... B/C - GATE VALVE 13ACK OF CURB >1 n12 0 0 0 0 0 ........ B.M. BENCHMARK - IRRIGATION VALVE 0 0 0 0 0 POC POINT OF COMMENCEMENT - WATER METER of rir D_Ir 00! ...... Li Lij U-1 LJj 5,75" ORIFICE ........ POB POINT OF BEGINNING - SANITARY MANHOLE aAT 11. 38' ......... (PCP) PERMANENT CONTROL POINT - SANITARY SERVICE 0 0 0 0 0 PCP PERMANENT CONTROL POINT - SEPTIC TANK L-I Uj Lai U Ld V) Cn Cn V) Cn (PRM) PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE 5; 5; 5; 5: 5; ... ........................ 4" WIDE Lj bi bA Lj w CONCRETE WEIR PRM PERMANENT REFERENCE MONUMENT - CURB INLET 0 (IP) IRON PIPE - SURFACE INLET 4" WIDE IP - IRON PIPE - MITERED END SECTION CONCRETE WEIR - (IRC) IRON ROD & CAP - PINE TREE - CONCEPTUAL DRAINAGE N n Lo _0 ZZ 4- IS" ADS N-I 2 (ON -SITE) ... 18" ADS N-I 2 (TO DITCH) IRC - IRON ROD & CAP - STREET SIGN N. INV= 9.0' N. INV= 9.0' 18" ADS N-1 2 El - (CM) CONCRETE MONUMENT 235 - PROPOSED GRADE 9. CIA - CONCRETE MONUMENT NAVD NORTH AMERICAN VERTICAL DATUM C"I 3'-0" FD - FOUND -- OAK TREE �73.5 - TYPICAL ELEVATION - 815 Eu b (M) MEASURED - AIR CONDITIONER w X Z ULJ Ui q-011 ... . . . . . . . . I I 11� A/C a C, Lx V), 3: (P) PLAT CONC. - CONCRETE �x Sw,>-5c Lj M Z, (C) - CALCULATED PALM TREE CL 0 0 F.F. - FINISH FLOOR 0 LLI - S Uj ....................... (OA% - OVERALL mmwxZ=w ....... 4o 4�� - BUILDING SETBACK LINE 0 MU ........... ....... BSB L� 0 F EL./ELEV. - ELEVATION LLJ LU - ��M I Z Uj j m V) BOTTOM Uj 3g 0 AT 7 00' ......... R\W - RIGHT OF WAY 0 �_Ljwwnr�' 0 AB - AS -BUILT L) w to l Ln Uj W P/K - PARKER-KALON g :1 Im m In I-_ 0 0 in m 0 Ed F- 0- cn Z LU 0 Z w 0 - 0 N N g = L) ER CROSS C6 02 0Z CROSS 2 Z = Z m < SECTION 0® ED �r IJ W SECTION Z 3 www 0 <m W�fa mmp0 Z:D C3 Xu a_ D 0- EXIS 771VG EX/S r//\/(3 A SPHAL T SITE BENCW IRK EX15" 7-INC NW CORNER OF CONCRETE ONE S TORY D TER P� D HILTOA40RE COMMERCIAL REALTY ONE- STORY EIL TO ORE COMMERCIAL REAL TY EL.= 13.82' MAW) INVESTORS I LLC METAL BUILDING INVESTORS I LLC METAL HUH -DING (OCCUPIED) (OCCUPIED) .7' CBS WALL EXIS RN G CONC. EXIS . 6� WOOD FFAICf- 'DUMPSTER_ T"\ WELL `fZS CONC PA D PAD PROPOSED 47 LF PROPOSED 70 LF _PROPOSED 4_LF PROPOSED 70 LF X 'J 6' PVC GRAVITY SEWER ;0 PVC GRAVITY SEWER PROPOSED 4 LF PROPOSED 70 a 6" PVC GRAVITY SEWER Ngg'0,q'j6"W (D) 5" PVC GRAVITY SEWER 69 x 0 IX SLOPE X� FBI' 01% SLOPE 6" PVC GRAVITY SEWER 6" PVC GRAVITY SEWER 0 1% SLOPE 0 1X SLOPE NMI 0 1% SLOPE 01% SLOPE N8878'42 "W 600. 00' V , CO CO4. 6� ri 0 8.L4_9 x 1u - 12.5' J SAN, 12.0' x 7f 12.5' CO- CO COL O C -12.0 7-10"", SA X PROPOSED 4 LF 11.01 0 10' BUILDING SEIBACK 6' PVC GRAVITY SEWER 10' LANDSCAPE BUFFER 0 1% SLOPE UNIT 8 I N OFFICE/WARESHOLISE 1�5UO F F.F, = 14,10' N 1w UNIT 7 UNIT 6 UNIT 5 UNIT 4 UNIT 3 UNIT 2 UNIT 1 OFFICE/WAREHOUSE OFFICE/WAREHOUSE OFF1CF/WARFHnIIqF nMr;7/WAPP-Wni Mr, MMU117 IWADCU- X �0. H 2 Sand Custe (UNDEVE Investors Inc :)PED) :Ial:45 WOW-1 FAILS GRINDE ETAIR �MATI N L�ON 16 32.0' ST LUCIE COUNTY DRAINAGE R/W CANAL #14 dIN qr.; unui-141 mam, 7771 1 I 66 �Aj SAN % 49--aL-4-J `" "- � ` ' 1 1-1 ` t 1-1/ 5 N-2V sand Custer Investors Inc (JJNDEVELOPED) X �O IDUSPNGi FIRE HYDRANT 186 NORM OF NORTH PROPERTY LINE EXIST. EXISTINC,' 4" AIM 4" PVC EXIST. INV=8.50' WMAAW 1 4 TAP 4 13m� TOP=5.09' 32, EX TAP TOP=7.49' EX WIMIl W&I - - - &x wm EX 8 W14 E�IST. EXISI INV.44 Rbf-1 EX FM 2" FIA TOP-2 1,84, TIM < Z TOP-7.14 coam TOP=-- 1.24' PROPOSED 90 LF J iEE 4" HDPE CASING PIP Ix x B ND FOR DIRECTIONAL B0 n Fm Fm I-- N l PROPOSED 150 LF rn I w 2" HIDIPE FORCE MAIN ISED, i9 Z X 41 1 0 AL 06901_1 LP41 r. INVER1=6. 0 ivy 3 0 'g2 PROP. 40 LF 0Z 4' 0 41N rn WATER k� ma -11 1 IWCL& X_ °ROF'. 34 LF 1 (2)45 a- cc Vol-- -m 4�VAQPIO M JBEND "I ZO 5 0a-07 'To " 'To x REDUCER 6 ,TEE 0�. REGRSwAN' 12.4 7' 45' SEND ALE 9. X0 1 • • ei it • • rr DocuSign Envelope ID: 2BD484OF-7CF9-43B9-9888-52E355AEF 16 14 12 10 8 6 ON -SITE UNDEVELOPED ARFA nK1 QlTc7 mDAIKIAOC ADCA SECTION A SCALE: NTS 32' ST LUCIE COUNTY PROJECT SITE DRAINAGE R/W CANAL #14 6SIDEWALK 0 2% SLOPE 16 24.0' .............. . . . ..... ............ . . ........... . . ...................... 2.1% SLOPE 12 . ...... . . ..... 10 . ............... . .. .... 8 ............. ........... ......... ... % .................... . ..... 6 F 38' X 4 .......... M IRA, IW--:4.1 2 ................................ . . ...... . . . .................... . ADJACENT ADJACENT SITE ON c111rr DEVELOPED AREA SITE ON —SITE DEVELOPED AREA 10, 10' i — EXISTING BLDG G DRY EXISTING BLDG PROPOSED BUILDING I SETBACK SETBACK BUILDING SETBACK RETENTION AREA BUILDING BUILDING 2* SECTION B 100' OLEANDER SCALE: NTS RIGHT—OF—WAY �1,® - I 43.0 $ SCALE: NTS PROJECT SITE 94 ' 25' BLDG 18 'PROPOSED SETBACK BUILDING PARKING 26' 'i..w - 4' STALL DRIVING AISLE FINISHED 13' 13' BUFFER 11-Cillf.1no-ii ........... ....... ............ ................................... ..... - R INI I 0 ...................... it cinrwAry 32' ST LUCIE COUNTY IRAINAGE R/W CANAL #1,� 6' SIDEWALK 0 2% SLOPE PROP. 2" F kk1_E_L=7 FORCE MAIN PLAN AND PROFILE SCALE: NM PROJECT SITE 25' BLDG 32' ST LUCIE COUNTY 2 16' SETBACK DRAINAGE R/W CANAL #14 DRIVING AISLE 6' SIDEWALK 15' 0 2% SLOPE 13, 13, BUFFER in SECTION C SCALE: WS i )I SECTION F SCALE. Nn 100 OLEANDER RIGHT-0E—T+,*— EXISTING . . . . ............... ... ............... -, -- - — - - - PROP,.., 4,7_ _ ANI _ D 2- FORCE MAIN, �VRO" X 2" REVERSE PI[W" SLEEVE 2 1 MJGV WITH PAD ........................ ................. ;: WL 16 ... ........ 5.5.0 ...................... - - - ------ ................................................................................................ . .......... ................ EXISTING ................ . . . ... ............... .... PAVEMENT .......... ....... ....... . .......... ..................................................... . .............. ..... .............................. ............... . 41 EXISTING ................. . . . ............ ..................... . .. ............................... 12 *51-T = GRADE .............. ...................... .. ......... 4" 45' BEND7' . . . . ............ . ............. . . . . . . _47_4' PROPOSED BEND' .. 4m WATER \I, I �i ,Z .......... : ........ ....... .......... 7 . . . . . . . . . . . . . PROP .......... ............ r 2" 900 BEND 2" 90' BEND..::. 4 2 16 14 12 10 8 6 4 2 PROJECT SITE 100' OLEANDER SECTION D 11111110TV ON —SITE DEVELOPED AREA UKT RETENTION AREA 16 14 12 10 8 6 4 2 16 14 12 10 8 6 REVIEWED FOR CODE COMPLIANCE E ST. LUCIE COUNTY BOCI Tt Z, g�Xc>_ Bill Bill 0 0 go C4 w w ��O.m Lzio, o c, x u, � , Z5,n aw Cn Ld Co_ 'K 2 y w— y w (L V) AL-0 01,--, z w 0 ww msi��=J Li mZ) r <3: offu u 9D CL 0 m m u up, m m in z 11 N ZLLj O—bN Z=Q OE ca Ez= 0 Lu �1: � Ld Ld z :, r- 15 Ld Ld M m OE< o E 0 0 (D < co co w 0 Zs CO Lj_ _c 0 ■ 0 < :tf, 0 41 : .. Lij r2, u it 0 _zz 0 < z 0 UJ LLJ LIJ < > A 06 2 Of 0 c\1 M, LLJ < 0 0 (N u > i 0 F- M LL Cf LIH < ct LLJ iA W > (N LLJ < 0 z k U) Z3 _j LLJ ODAH B. BITTLE Z� L REG, ND.57395 P_,0,qu_ D4-t DATE: 111212021 PROJECT NO. SHEET 20-0831 00 DociSign Envelope ID: 2BD484CF-7CF9-43B9-9668-52E355AEFE84 I E', '211- SAN - - - EX WM- - - EX Nm - EXIS VAT - U%T - PRO 0 FILTII PRO \Izml AT 9. 0, R -, PRO 25.0- I im G SANITARY SEWERLINE 3ED SANITARY SEWERLINE G DRAINAGE PIPE 3ED DRAINAGE PIPE G WATER MAIN 3ED WATER MAIN FENCE/SEDIMENT BARRIER SED SPOT ELEVATION )P/SIDEWALK 3ED EOP RADIUS 3ED GRADE / CONTOUR 3ED DRAINAGE ilRECTION �Aop STREET LIGHT PROPOSED LIGHT ON -SITE TYPE 'C' OR TYPE 'r INLET sk, JUNCTION MANHOLE Ql!:.,) DRAINAGE STRUCTURE LABEL qk.. ;>04 PROPOSED FIRE HYDRANT PROPOSED SIGN SEWER MANHOLE E rr?1N FD. NO I. N8809'16" W (D) N88'18'42 W 600 00' MENEENNEM" mim ® Commamin ® ® Amammma ® New 10' BUILDING SETBACK/ 1 LANDSCAPE BUFFER x5P c n M CN N I Ld a- 1< LO In �tqz_ L) CD X Lr) (n z 10z ^0 LI) C%4 X 110: BUILDING SETBACK/ j2� LANDSCAPE BUFFER '8 727 970 =0 809,167- (D) IIIE.ill 0 __j L.LJ L_J V) L.J Z __j GRAPHIC SCALE 10 90 41 ( IN FT:ET ) I inch = 20 ft. EXIS 7 7N G ASPHALT SITE BENCHM4RK EX15 FING NW CORNER OF CONCRETE DUMPSTER R; D 81L TOA40RE COMMERCIAL REAL TY ONE- 57OR Y EL.= 13.82' (NAVD) INVESTORS I LLC A1,TrAL BUILDING (OCCUPIED) .7' CBS WALL �6c. DUMPSTER, f s PAD 12 X mm.�w Sam ams am 93 • MITIGATION PALM�_ W, BE PLANTED AROr. RETENT10N AREA j 0 -0 -0 b M z b b Sam 12.5 /_.O 1F _11.0,_ ,-10.0'- ORMOUNEEM S72 L91;4,1, W-1 19 R &! 15&'] DTI Sand Custet Investors Inc (UNDEOPED) LANDSCAPE CALCULATIONS PUBILIC RIGHT -OF -WO A. EXISTING EAST PROPERTY LINE - OLEANDER AVENUE 112 LF - 30 LF (DRIVRAY) - 5 LF (SIDEWALK) = 77 LF REQUIRED: 1. 15 FT LANDSCAPE STRIP OR 77 LF X 15 FT = 1,155 SF 2. 1 CANOPY TREE PER 30 LF: I TREE / 30 LF X 77 LF = 2,6 OR 3 TREES 3. CONTINUOUS HEDGE: I SHRUB PER 2.5 LF OR 1 SHRUB 2.5 FT X 77 FT = 30.8 OR 31 SHRUBS PROPOSED: 1. WE ARE PROPOSING 1,155 SF TOTAL AREA AS SHOWN ON THE PLANS. 2 3 PROPOSED CANOPY TREES 3. 31 PROPOSED SHRUBS 11. 1 TO Auffmg-Mm- NORTH PROPERTY LINE PARKING AREA IiEfRED- 1. TALL OPAQUE FEATURE ALONG PARKIN - 48 LF + LF = 78 LF X 1 S 2.5 FEET = 31.2 OR 32 SHRUBS 2 1 TREE 130 LF ALONG PARKING AREA 40 LF+ 30LF= 78 U-X1 TREE /30FEET = 26 OR 3TREES PROPOSED: 1. 32 PROPOSED SHRUBS 2, 3 PROPOSED CANOPY TREES SOUTH PROPERTY LINE PARKING AREA REWIRED: 1. TALL OPAQUE FEATU PARKING AREA - 407 LF X 1 SHRUB rZALPEPT = 162.8 OR 163 SHRUBS )N � 2. 1 TREE � 30 LF AL PARKING AREA 407 1 X I TREE 30 FEET = 13.6 OR 14 TREES PROPOSED: 1. 163 PROPOSED SHRUBS 2. 14 PROPOSED CANOPY TREES IL 2L- REQUIRED: 11, 1 SF OF INTERIOR LANDSCAPING PER 18 SF OF VEHICULAR USE AREA 19,825 SF X I SF / 18 Sr = 1,11DIA or I,102 SF INTERIOR LANDSCAPE AREA 2, MINIMUM LANDSCAPE ISLAND AREA OF 180 SF 3, 1 CANOPY TREE PER 180 SF AREA WITH SHRUBS AND GROUND COVER 1,102 SF X 1 TREE 1180 SF = 6.1 OR 7 TREES PROPOSED: 1, 1,102 SF LANDSCAPE AREA 2 180 SF MINIMUM LANDSCAPE ISLAND 'L 1 EASTING TREE CREDIT AND 6 PROPOSED CANOPY TREES I)MING TREE MITIGATION R�IOVED OAK TREES MITIGATION TOTAL _QK9HL3jUL INCHES 2UMTITY TOTAL RATIO MITIGATION OAK TREE 12 1 12 2:1 24 OAK TREE 14 1 14 2:1 28 OAK TREE 18 2 36 2:1 72 OAK TREE 20 2 40 2:1 80 OAK TREE 24 2 48 2:1 96 8 300 INCHES EUS_PING TREE MITIGATION CREDIT - OAK TREE MITIGATION TOTAL _=3HLjREa INCHES QUANTITY TOTAL RATIO CREDIT OAK TREE 10 3 30 2-1 60 OAK TREE 12 1 12 211 24 OAK TREE 14 6 84 2-1 168 OAK TREE 24 1 24 2.1 46 11 300 INCHES TOTAL MITIGATION REQUIRED FOR EXISTING OAK TREES IS 300 INCHES TOTAL MITIGATION CREDITS FOR EXISTING OAK TREES IS 300 INCHES WE HAVE 0 INCHES OF CREDITS AVAILABLE FOR OAK TREES. NO MITIGATION IS REQUIRED FOR THIS SITE. IV. RNG TREE MITIGATION - ALY TREE MITIGATION TOTAL CT ANTITY TOTAL RATIO MITIGATION CABBAGE PALM TU_FT_ -T47- T TOTAL MITIGATION FOR EXISTING PALM TREES IS 14 TREES WE ARE REQUIRED TO PLANT 14 PALMS. WON TR"'Or E4R EXISTING PALM UNK -TO REMAIN EXISTING PALM TRUNK -TO BE REMOVED EXISTING OAK t>j 141N -TO REMAIN EXISTING OAK _TD BE REMOVED IANDSCAPE MATERUL SCHEDULE SYMBOL AMOUNT BOTANICAL NAME COMMON NAME SIZE HGT OTHER NATIVE 3 Quercus virginiana 'Highrise' LIVE OAK 2.5" DBH 12' 6' SPREAD YES 23 Ilex attenuate 'Eagleston' EAST PALATKA HOLLY 2.5" DBH 12' 6' SPREAD YES 14 Sobal palmetto CABBAGE PALM 61. DIA 10' CT 12 6' SPREAD YES OVB 226 Vibumum obovatum WALTERS VIBURNUM - 48' 30" O.C. YES DENOTES DESIGNATED LANDSCAPE AREA WNC; FIRE HYDW 186 NORTH Of MIRTH PROP UM LINE L_X1,5 FIN G 32.0' ST LUCIE COUNTY 21N 38015MCAL ONE S 7_01?)l DRAINAGE R/W CANAL #14 CMP DMINAGE PIN E BIL TOMORE COMMERCIAL REAL TY ME TA L BUIL DING PERIMETER LANDSCAPE ESTORS I LLC ILATV IN .a ADJACENT I R/W A (OCCUPIED) EXIS TING 806 SF D( will EXIST 6' WOOD FEN 121N EX Will EX WIM COIVC. PAD \ - - ----------- --- -- - - ---------- N88-0,9'16"W D) ------ ( INTERIOR LANDSCAPE X ISLAND-220 SF F-M rM Is ar N.68'18'42 -W 600. 00' TREE #1 Tl-" C > -.14f Walmom 0=0 wom 4 Ix F V x CO =4%1 EN _w__ I -[I --_go Co SAN 5AN "AN =Y _eC_0 A), I 61N CLEAR M x 10' BUILDING SETBACK 10' LANDSCAPE BUFFER X > TkUNK I 01N z 10 CLEAF 0 like TPI INK I" -f-Z L. U L/L/. UU S89109'16 7- (D) Sand Custer Investors Inc (UNDEVELOPED) Xis g3 GROUND SIGNS SHALL HAVE A LANDSCAPED AREA AROUND ITS BASE MICH EXTENDS A MINIMUM DISTANCE OF THREE (3) FEET IN ALL DIRECTIONS. SUCH LANDSCAPED AREA SHALL BE COMPLETELY COVERED BY NATIVE DROUGHT -TOLERANT GROUND COVER AND SHRUBS, HEDGES OR SIMILAR 'VEGETATIVE MATERIAL. M10111- 11 AFAMM11 LLJ L) 00 n Ld fr Z LLJ Vi 0 X Gi a U1 >_ �r MZO � LLJ w En 0, Lj 0 _J Ld j: 0 IL < LL 0 01 V) z :F w 0Ld 0 r w 0 00 b �JxDr3: LLJ7:<rf 0 0 N cL M 3 M II n� >- o W (L cn Z Uj ZLL] C-C)N~ Ln 0 z Z F2 z 0 L) U-1 0 ED 3t w n z En 'K k wwx 0 Cr DE :E 0 Or Ce z D 0 CL 3C =1 EL ca L, o E (0 d) C'4 0 0 < a) U) 00 C) 0 C: (1) 00 _j LL (n W 0 0 C) (1) E 0 0 < LU M z z 0 l ;�z LLJ 0 < -0 Ef 0 0 N (0 (y) LLJ 6 zz� < 5• U) J- 0 > 0 i co LL U) Co C) Of LLJ LL_ F-- D!f > Ix C\I (D Li zr. < 0 LL] �3 II III X z x K 12. 47' 0 x X 0 M ::3 z 72 F {xy k X TRUNK FIL REG. NO. 57396 20+Ayt,� 614A41 D -111212021 p ATE. PROJECT NO SHEET Willi Vw Copy I RVIEE FOR\' 20-083 07 rinnir rn 1-1 P I ST. LUCIE OUNTY B CC Docu&gn Envelope ID: 2BD4840E-7CF9-43B9-9668-52E355AEFE84 P 10% of rootball 4 3X ROOTBALL DIAME1 ER * ALL TREES SHALL BE PLUMB VERTI DALLY WITHIN A TOLERANCE OF THREE DEGREES, LINLESS OTHERWISE DIRECTED BY OWNER' REPRESENTATIVE, SECTION 7 8 1, TRUNK 2 3" MINIMUM OF MULCH AS SPECIFIED WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES COVER ROOTBALL SIDES AND EXTEND 18'' BEYOND ON ALL SIDES, NO MULCH SHALL BE PLACED OVER TRUNK 3. SHALLOW/ WIDE PLANT HOLE; TOP SHALL BE 3X THE SIZE OF ROOTBALL, 4. FINISHED GRADE - LANDSCAPE SOIL 5. FIND TOP -MOST ROOT ON ROOTBALL; POSITION ROOTBALL SO THIS TOP ROOT IS 1-2" ABOVE LANDSCAPE SOIL, (APPROX. 109A OF ROOTBALL SHALL BE ABOVE LANDSCAPE SOIL) .d 6. B & B OR CONTAINER (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS), 7, REMOVE ALL SYNTHETIC MATERIALS FROM ROOTBALL. 8 ROOTBALLS SHALL BE PLACED ON UNDISTURBED SOIL TO PREVENT SETTLING NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION, B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER C. SEE PRE -APPROVED STAKING METHODS, THIS SHEET i 1. FINISH GRADE ROOTBALL / 2. HORIZONTAL 2X2 // SCREWED TO 2X2 (� STAKE. ALL WOOD LIMITS OF R SHALL BE #2 PLANT PIT , UNTREATED. 3, 3-1/2'' DRYWALL SCREW, THREAD SIZE 12, SHARP POINT, FULL THREAD, BLACK PHOSPHATE FINISH PLAN 4 VERTICAL STAKES SHALL ABUT SIDE OF 3X ROOTBALL ROOTBALL DIAMETER 5. STAKES TO EXTEND 2 1 INTO NATIVE SOIL BY 1-1/2XTHE ROOTBALL f DEPTH MIN. _ NOTE: ' IF SPATIAL ' REQUIREMENTS z PRECLUDE STAKING WITH 4 THIS METHOD, SUBMIT v " ALTERNATE FOR LANDSCAPE ARCHITECT'S 5 APPROVAL PRIOR TO INSTALLING PLANT, SECTION STAKING UP TO 65 GAL OR B&B TO 3-1/2" CAL. PLAN/SECTION NTS NTS LIMITS OF TREEI SHRUB PIT SECTION NOTES: A. WASHINGTONIA 1, MINIMUM OF NINE (9) GOOD PALM PALMS SIMILAR W/ �- FRONDS; PRUNE AND TIE BOOTS INTACT. FRONDS WITH HEMP TWINE. B. SEE PLANS AND ( SABAL PALMS TO BE SPECS, FOR PALMS WI 12 ° 120° SELECTIVELY "HURRICANE CUT", BOOTS TO REMAIN ON "'� LEAVING ONLY NEWLY - TRUNK, PLAN EMERGING GROWTH. C. FINAL TREE STAKING 1 DETAILS AND 2. 5 LAYERS OF BURLAP TO PLACEMENT TO BE PROTECT TRUNK, APPROVED BY 3, FIVE (5) 18'L, 2X4 WOOD OWNER. BATTENS. UNTREATED,#2 D.CTOR SHALL 4 SECURE BATTENS WITH TWO (2) ASSURE ° 2 PERCOLATION OF ALL 3/4'' CARBON STEEL BANDS TO HOLD BATTENS IN PLACE, NO PLANTING PITS PRIOR NAILS SHALL BE DRIVEN INTO TO INSTALLATION - 3 PALM. HEIGHT OF BATTENS REFER TO POOR OA SHALL BE LOCATED DRAINAGE CONDITION PROPORTIONATELY TO THE DETAIL 4 HEIGHT OF THE PALM FOR ADEQUATE BRACING. OA=OVERALL PALM 5 THREE (3) 8'L 2X4 SUPPORTS. HEIGHT (MEASURED 5 NAIL (DRILL AND NAIL IF TO TOP OF BUD) CT NECESSARY) TO BATTENS AND 2" GW r X 4" STAKES. PALMS SHALL BE CT=CLEAR TRUNK PLUMB VERTICALLY UNLESS (MEASURED TO OTHERWISE NOTED. BOTTOM OF LEAF SHEATHS) 6, PROVIDE FLAGGING AT MIDPOINT GW-GRAY WOOD AND BASE OF SUPPORTS (MEASURED TO TOP 8 OF HARDENED T TOP -MOST ROOT SHALL BE TRUNK) VISIBLE AT THE SURFACE OF THE 9 ROOTBALL, SLIGHTLY ABOVE SURROUNDING GRADE. 8, 3" SPECIFIED MULCH 9 FINISH GRADE 10. 24" L (MIN.) 2X4 P.T. WOOD STAKES, NAIL TO SUPPORT POLES ' "".... 11. PREPARED PLANTING SOIL AS 11 SPECIFIED PALM PLANTING AND STAKING SECTION NTS H P+ 120° 120° PLAN a 1. FIVE (5) LAYERS OF BURLAP TO PROTECT TRUNK 2. TWO STEEL BANDS TO SECURE BATTENS 3, FIVE 2 X 4 X 18"L WOOD BATTENS 4, THREE (3) 2" X 8' LODGE POLES. DRILL, USING GALVANIZED SCREWS, TO BATTENS AND 2" X 4" STAKES, NO SCREWS SHALL PENETRATE TREE, FLAG AT MIDPOINT AND AT BASE, 5. 2" x 4" x 3' (MIN), P T. WOOD STAKES BURIED 3" BELOW FINISHED GRADE, 6. FINISHED GRADE (SEE GRADING PLAN) NOTES: A. ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. B. FINALTREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER, C, ALTERNATE TREE ANCHORING SYSTEMS MAY BE SUBSTITUTED FOR WOOD STAKING SYSTEM UPON APPROVAL BY OWNER OR OWNER'S REPRESENTATIVE PRE -APPROVED SYSTEMS: *BROOKS TREE BRACING *ARBOR TIE TREE BRACING D. RUBBER HOSElWIRE SYSTEMS ARE NOT ALLOWED. 1, BASE OF TREE SHALL BE PLANTED 1 FINISH GRADE SLIGHTLY ABOVE ADJACENT FINISH 2. BACKFILL WITH GRADE. REMOVE ALL TWINE & STRAPS & PREPARED PLANTING CUT BURLAP FROM TOP 1/3 OF ROOTBALL SOIL MIX AS SPECIFIED.K w NO SYNTHETIC BURLAP WILL BE ACCEPTED, 3. FILTER CLOTH, MIRAFI 2. 3"MINIMUM OF MULCH AS SPECIFIED. 500X OR BETTER C2 WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 8' 4, 12'' CLEAN SAND, ? DIAMETER (MIN.) OR AS DIRECTED BY COMPACTED, ADJUST LAYER THICKNESS SO OWNER'S OWNER'S REPRESENTATIVE. TOP OF ROOTBALL IS 1 3 DIAMETER OF TREE PIT TO BE TWICE THE AT LEAST 1"ABOVE DIAMETER OF ROOTBALL-ROUGHEN SIDES FINISHED GRADE, 2 OF TREE PIT. 5. SLOPE BOTTOM TO 3 4. 3" HIGH SOIL SAUCER/WATER RING DRAIN AROUND TREE. 6. t18'0 AUGURED HOLE 4 5 TOPSOIL MIX BACKFILL PENETRATE THROUGH 5 OCCLUDING LAYER TO ar NOTE: WATER TABLE OR TO A DEPTH OF 7' TO IF SITE CONDITIONS REQUIRE GUYING OF THE ASSURE PROPER ' TREE, GUYING DETAILS FROM SMALL TREE PERCOLATION. ,::; - PLANTING SHALL BE USED, 7. BACKFILL WITH 1/2" Xif 3/TEL , MULTI -TRUNK TREE PLANTING DETAIL 8. WATER TTABLE (DEPTH S C ON VARIES) NTS NOTE FOR A PARKING ISLAND PLANTING SITUATION, CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING AREA TO WITHIN 6" OF BACK OF CURB OR EDGE OF PAVEMENT. POOR DRAINAGE CONDITION PLAN/SECTION NTS 1, FIND POINT WHERE BEST FACE OF SHRUB/ ,X, TOPMOST ROOT EMERGES GROUNDCOVER TO FACE FROM TRUNK WITHIN 2" OF FRONT OF PLANTING BED, + SURFACE. CLEAR EXCESS + + SOIL IF NECESSARY. REFER TO PLANT X SCHEDULE FOR SPACING + I 2r TOP 10% OF SHRUB AND GROUNDCOVER ROOTBALLS MAINTAIN 12'' DEAD ZONE + } TO BE PLANTED ABOVE THE AT BED EDGE (TYP) LANDSCAPE GRADE. DO NOT COVER EXPOSED 10% ON BED EDGE PLAN SIDES WITH SOIL, 3, PRUNE ALL LIKE SHRUBS WITHIN A PLANTED MASS TO ACHIEVE A UNIFORM MASS/HEIGHT. 4. 3" MINIMUM MULCH AS 3 4 6 5 SPECIFIED - DO NOT COVER ENTIRE SHRUB ROOTBALL 1 2 OR CREATE 'WATER RINGS' ONLY COVER SIDES OF 10% of ROOTBALL WITH MULCH aatball � 5. EXCAVATE ENTIRE BED SPECIFIED FOR » GROUNDCOVER BED. s 6 GRADE FINISHED GR S D (SEE J 3 GRADING PLAN), N:;:.. 7 PREPARED PLANTING SOIL V_flAS ,, SPECIFIED, NOTE: WHEN GROUND- COVERS AND 7 SHRUBS USED IN MASSES, 7.8 2X ROOTBALL DIAMETER SECTION ENTIRE BED TO BE AMENDED WITH PLANTING * ALL SHRUBS AND GROL NDCOVERS SOIL MIX AS SPECIFIED, SHALL BE PLUMB VERT ALLY, UNLESS ? SCARIFY ROOTBALL SIDES OTHERWISE DIRECTED 3Y OWNER'S AND BOTTOM. REPRESENTATIVE. SHRUB / GROUNDCOVER PLANTING PLAN/SECTION NTS CAR DOOR PARKING ISLAND, SIDE DETAIL PARKING ISLAND, NOSE IN DETAIL �(2 j �•j 1 1. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN, 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24'' OF A PARKING SPACE ON ANY SIDE 2. CURB OR PARKING LOT EDGE, BY OTHERS PARKING SPACE/CURB PLANTING SECTION NTS 1. TREES, PALMS, AND LARGE SHRUBS (15 GAL OR GREATER) SHALL BE PLANTED IN SIMILAR MANNER 2. 3" MINIMUM OF MULCH AS SPECIFIED WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES COVER ROOTBALL SIDES AND EXTEND 18'' BEYOND ON ALL SIDES. NO MULCH SHALL BE PLACED OVER TRUNK, 3. SHALLOW/ WIDE PLANT HOLE; TOP SHALL BE 3X THE SIZE OF ROOTBALL, 4. FINISHED GRADE - LANDSCAPE SOIL 5 FIND TOP -MOST ROOT ON ROOTBALL; POSITION ROOTBALL SO THIS TOP ROOT IS 1-2" ABOVE LANDSCAPE SOIL. (APPROX. 10% OF ROOTBALL SHALL BE ABOVE LANDSCAPE SOIL) 6 BERM SOIL SO THAT TOP OF BERM IS JUST BELOW THE TOP 10% OF THE TOP OF THE ROOTBALL. SLOPE DOWNHILL PORTION OF BERM AS REQUIRED TO MEET EXISTING GRADE. T B & B OR CONTAINER REMOVE ALL SYNTHETIC MATERIALS FROM ROOTBALL. (SEE SPECIFICATIONS FOR OTHER ROOT BALL REQUIREMENTS) 8. ROOTBALLS SHALL BE PLACED ON UNDISTURBED SOIL TO PREVENT SETTLING. �J NOTES: A. CONTRACTOR SHALL ASSURE * ALL TREES SHALL BE PLUMB VERTICALLY PERCOLATION OF ALL PLANTING PITS PRIOR WITHIN A TOLERANCE OF THREE DEGREES, TO INSTALLATION UNLESS OTHERWISE DIRECTED BY OWNER'S B. FINAL TREE STAKING DETAILS AND REPRESENTATIVE, PLACEMENT TO BE APPROVED BY OWNER, C. SEE PRE -APPROVED STAKING METHODS, THIS SHEET PLANTING ON A SLOPE SECTION NTS NOTES * CLEAR ZONE: 36'' MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB. * STONE MULCH: 24'' MIN. FROM BUILDING, INSTALL STONE MULCH MULCH TYPE TO BE RUSTIC RIVER ROCK OR OWNER'S REPRESENTATIVE APPROVED EQUAL. STONE MULCH TO BE INSTALLED TO A DEPTH OF 4"-6" (MIN.) PLANTINGS ADJACENT TO BUILDINGS SECTION NTS PLANTER ISLAND NOTES 1, CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS). 2, CLEAR ZONE: 36" MIN, FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS. SEE DETAIL T FOR PLANTER MEDIANS ADJACENT TO PARKING SPACES. 3. 1" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH • EXCAVATE CONTINUOUS 36'' DEEP (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX. • PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP). • ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR OR LESS. PLANTED PARKI G LOT ISLANDS/ MEDIANS NOTES: !� SPECIFIED TREE ROOT BARRIERS ARE A !I MECHANICAL BARRIER AND ROOT DEFLECTOR TO PREVENT TREE ROOTS DOUBLE TOP EDGE FROM DAMAGING HARD- SCAPES AND LANDSCAPES. ASSEMBLED IN 2' LONG MODULES TO CREATE VARYING SIZES OF CYLINDERS FOR SURROUNDING ROOT BALLS (SURROUND PLANTING STYLE) OR I °/ FOR LINEAR APPLICATIONS DIRECTLY f BESIDE A HARDSCAPE ADJACENT TO ONE SIDE OF THE TREES (LINEAR PLANTING STYLE) A. MATERIALS 1. THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIERS AS SPECIFIED. THE TREE ROOT BARRIERS SHALL BE PRODUCT # UB 24-2 AS MANUFACTURED BY ANTI -LIFT GROUND LOCK DEEP ROOT PARTNERS, L.P. 345 LORTON AVE. 4103, BURLINGAME, CA (800-458-7668), OR APPROVED EQUAL. THE BARRIER SHALL BE ZIP"PERJOINING SYSTEM BLACK, INJECTION MOLDED PANELS, OF 0.085'' WALL THICKNESS IN MODULES 24'' LONG BY 24'' DEEP; MANUFACTURED WITH A MINIMUM 50% POST CONSUMER RECYCLED POLYPROPYLENE PLASTIC WITH ADDED ZIPPER JOINING SYSTEM ULTRAVIOLET INHIBITORS; RECYCLABLE EACH PANEL SHALL HAVE: B. CONSTRUCTION AND INSTALLATION GRh�E 1. THE CONTRACTOR SHALL INSTALLTHE TREE ua��" ROOT BARRIERS WITH THE NUMBER OF PANELS AND IN THE MANNER SHOWN ON THE DRAWINGS. THE VERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARDS TO THE I ROOT BALL AND THE TOP OF THE DOUBLE EDGE SHALL BE 1/2'' ABOVE GRADE. EACH OF THE REQUIRED NUMBER OF PANELS SHALL BE CONNECTED TO FORM A CIRCLE AROUND THE ROOT BALL OR WHERE SPECIFIED JOINED IN A LINEAR FASHION AND PLACED ALONG THE s ADJACENT HARDSCAPE. 2. EXCAVATION AND SOIL PREPARATION SHALL CONFORM TO THE DRAWINGS 3 THE TREE ROOT BARRIERS SHALL BE BACKFILLED ON THE OUTSIDE WITH 3/4" TO 1 Asa° 1/2" GRAVEL OR CRUSHED ROCK AS SHOWN ON THE DRAWINGS. NO GRAVEL BACKFILL IS REQUIRED FOR A LINEAR PLANTING 24" DEEPROOT TREE ROO1' BAIPFRI ERS SECTION NTS SECTION NTS TREE & ROOT PROTECTION / ROOT PRUNE TRENCH DETAIL CURT OOT WITHRUNE TRENCH ROCK SAW OR TRENCHER (FILL AFTER WITH SOIL) OF TREE CROWN 3"t A ROOT PRUNE TRENCH SEVERS ROOTS WITH A CLEAN CUT, PROTECTING REMAINING ROOTS FROM CRACKING, ROT, AND DISEASE, DOUBLE TOP EDGE FOR PREVENTION OF ROOT OVER GROWTH 90° ROOT DEFLECTING RIBS INTEGRAL PART OF PANEL PANEL 0,085'' (2,16MM) THICK POLYPROPYLENE PATENTED MOLDED GROUND LOCKING ANTI -LIFT PADS (SEE DETAIL "B") ROUNDED EDGES FOR SAFETY AND STRENGTH IF CONSTRUCTION OPERATIONS MUST TAKE PLACE WITHIN THE CROWN SPREAD AREA, INSTALL 6 IN, OF WOOD CHIPS ON TOP OF THE SOIL TO PROTECT IT USE PLYWOOD MATTING OVER MULCH IN AREAS WHERE EQUIPMENT MUST OPERATE. PROTECT THE TRUNK OF THE TREE WITH PLANKING LOOSELY CABLED AROUND THE TREE TO REDUCE SCARRING BY EQUIPMENT, REMOVE PLANKING, MATTING, AND MULCH AS SOON AS OPERATIONS ARE FINISHED A BARRIER SUCH AS THAT ILLUSTRATED CAN KEEP CONSTRUCTION EQUIPMENT AND PERSONNEL FROM COMPACTING THE SOIL AROUND TREE ROOTS GENERAL INFORMATION ABOUT CONSTRUCTION AROUND EXISTING TREES GREAT CARE SHOULD BE TAKEN NOT TO COMPACT, CUT, OR FILLTHE EARTH WITHIN THE CROWN AREA OF EXISTING TREES. MOST TREE ROOTS ARE LOCATED IN THE TOP 6 TO 18 IN. OF THE SOIL, AND OFTEN SPREAD CONSIDERABLY FARTHER THAN THE DRIP LINE OF THE TREE COMPACTION CAN CAUSE SEVERE ROOT DAMAGE AND REDUCE THE MOVEMENT OF WATER AND AIR THROUGH THE SOIL. TO AVOID COMPACTING THE EARTH, DO NOT OPERATE EQUIPMENT OR STORE MATERIALS WITHIN THE CROWN SPREAD, BEFORE CONSTRUCTION BEGINS, INJECT THE SOIL WITHIN THE CROWN AREA OF NEARBY MATURE TREES WITH COMMERCIALLY PREPARED KELP -BASED FERTILIZER AND MYCORRHIZA FUNGUS DEVELOPED TO INVIGORATE TREE ROOTS. PRUNE TREE ROOTS AT THE EDGE OF THE ROOT SAVE AREA, AS ROOTS PULLED DURING GRADING CAN SNAP OR SPLIT WELL INTO THE ROOT SAVE AREA, ROT AND DISEASE THAT ENTERS DYING ROOTS IN COMPACTED OR FILLED AREAS CAN MOVE INTO THE TREE IF ROOT PRUNING HAS NOT BEEN CARRIED OUT. INSTALL TREE PROTECTION FENCING AND SILT PROTECTION ATTHE LIMITS OF CONSTRUCTION ACTIVITY NEAR TREES DURING CONSTRUCTION, APPLY ADDITIONAL WATER IN THE CANOPY AREA TO COMPENSATE FOR ANY ROOT LOSS BEYOND THE CROWN SPREAD, HAVE ALL MATURE TREES INSPECTED BY A CERTIFIED ARBORIST BEFORE CONSTRUCTION BEGINS, TO IDENTIFY ANY SPECIAL PROBLEMS REMOVE ALL DEADWOOD, AND TREAT ALL TREES FOR EXISTING INSECT AND DISEASE PROBLEMS, WHEN POSSIBLE, BEGIN FERTILIZATION AND PROBLEM TREATMENTS AT LEAST ONE FULL GROWING SEASON BEFORE CONSTRUCTION. NOTES: 1. CONSTRUCT TREE PROTECTION BARRIER / SIGNS AND SILT FENCE PRIOR TO ANY SITE WORK 2. ARBORISTTO ROOT PRUNE AND PREPARE SOIL: INJECT SOIL WITH COMMERCIALLY PREPARED KELP -BASED FERTILIZER AND MYCORRHIZA FUNGUS DEVELOPED TO INVIGORATE ROOTS. 3. ARBORIST TO INSPECT TREE PRIOR TO CONSTRUCTION, TO IDENTIFY ANY SPECIAL PROBLEMS REMOVE ALL DEAD WOOD, AND TREAT TREE FOR ANY EXISTING INSECT AND DISEASE PROBLEMS, 4, DURING SITE WORK, APPLY ADDITIONAL WATER IN THE CANOPY AREAS AS NECESSARY TO COMPENSATE FOR ROOT LOSS BEYOND PRUNED AREAS. �Z i i i i i ® 0 ® w m m �wr0a wc5' ui 5V)3 Q 0 �Oxww Of Qo�Q L w-o �w m mow- � O L� fi: w W 0 J z 0 0 w S_mwvgw- 0 Lwz3r_� ca w='¢WTI-wPO w 43�Oui co 0j Q O C147 ® m m m -J ci a r cn�=�'1- caw8-Enzw0 zw O-ON �i W !z=E--Uzm¢ �Uc r�w3z�r_! W w w w 0 w i •� y j r r• i 1r i 'j r � +�► r r r • • i t r r r DocUSign Envelope ID: 2BD484CF-7CF9-43B9-9668-52E355AEFE84 SPECIFICATIONS -CLEAR INGIGRADINaPAVINGIDRAINAGFIUTILITY CONST UCTION GENERAL REMOVE 12" MIN. WIDTH OF IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION STAND4 RD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED WHERE EXISTING ASPHALT AND BASE .APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN FERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH W M NOLOGY, THEREBY MAKING SUCH STANDARD LD PROVIDE PROPER TERM I P SPECIFICATIONS FOR TO A MIN. 2" DEPTH ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR IS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS" LATEST REVISIONS. IF WITHIN THAT PARTICULAR T -E APART OF THE T CUL SECT 10 ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFER P,ED TO, IT SHALL F3 STANDARD SPECIFICATIONS, ALSO. EXISTING ASPHALT PROPOSED ASPHALT ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH A L APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND ICENSES REQUIRED TO BEGIN WORK. EXISTING BASE PROPOSED BASE THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO RE JESTING REQUIRED INSPECTIONS A(\ ,-ESSARYTO PROPERLY Q Q T O S ID SHALL SUPPLY ALL EQUIPMENT NEC TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOL OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY / 2' CONSTRUCTION ANDIOR MATERIALS SHALL BE CORRECTED AT THE CONTRACT 'S EXPENSE I � CLEARINGIGRUBBING �, / pis ° y 1�e. l a � �. THE CONTRACTOR SHALL COMPLETELY REMOV A " E ND DISPOSE OF ALL BUILDING TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC'TANK, BUILDING 4.7 si �,, FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTI N, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS :%'%-, OTHERWISE DEPICTED IN THE PLANS ALL IN ACCORDANCE WITH SECTION 110 O THE STANDARD SPECIFICATIONS ` //� 'F %NNO 1 1/2" NG TRENCH WIDTH W + 4' MIN. (MIN.) Sign No FTP-21-06 9 SURFACERTFTORATION rNrand FTP-22-06 MECHANICALLY IN. SAW EXISTING ENT Sidewal • / / / / / / / / / / / / / / ✓ / aI . • . / / . / / / / / / / / / / / / / / , M / / / ' / r;/ /////////// 110'110',11 LIMEROCK BASE P_Ithc Sidewalk Sign No FTP-21-06 and FTP-22-06 r .i �' it 10' 1 1 n' 110' r T • a y^ x. i IWiA,-.',.-.- a • '4 2.0' . •• • r r,; 1 is .-b r •... -.. - :, ` II 11-11 11--'II II 11--: . I1 1 .r: r. d r a 4 7 Y• a •,a It ,;3_ i S4 lih 3 UFT i AT v - - $" WHITE PE WHEEL STOP 3-6" White Diagonal iy // /,; fi MAX LAYERS OR a COMP\ 06 70 CURB OR TYPICAL N.T.S. � GRADING / t.1 i I DITHER APPRCVEo Equally Spaced Per Aisle.. S CJ c) C7 CJ V / s: r/ METHOD TO ACHIEVE ]E S' iTE LW THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 FT.+- FROM THE '' °� '�''� ' 93i COMPACTION 6�=' WHIPF ElYP) $" STiIPE. m W L>.l LsJ W LCJ PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADI , AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS $ BLUE IF ADJACENT-' . WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESP NSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST "`° '^"� --- - • - ,�,. /� r- LEVEL r W LL; W W TO HANDICAP STALL, R)DO PSI CONIC. W a' X $' 1O iD�xxuGA -.�..- 19 �• D- O- RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. S DIMULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, La, ERS �� / LE DURING LILH J L F_ TYPICAL 01N.F. THICKNESS NOTE 5. �l'JLOW, ® p ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE R LACED AT THE CONTRACTORS EXPENSE. `� '}+s r; .• :....'.; STRUCTYDN J HITE W J $p BLUE '.SIT IPE I81 S'j'ADIILIZEj',I SUBGRADE L� 4O�i sGD: EXISTING SUB -GRADE PROPOSED SUB -GRADE AT 98� ; -_ m -1 w � d I r { N (!1 BEDDING RACK .� . � J t (SI111% COMPACTION AASHTO, T-180) SOD SHALL BE ST. AUGUSTINE OR ARGENTINE BAHIA - A5 NOTED ON THE LANDS APE PLANS OR CONTRACT DOCUMENTS. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE 12' PIPE 12' $" WHITE PE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SW L BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE 3/4' DAA BEDDNO ROCK UNDISTURBED SOIL - JI TYPICAL- IFILL COMPACTED l'O OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE 3RADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF SAW -CUT OR PEA ROCK WHERE O.D. EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROU LY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS 7 CON REQUIRE TRENCH (WIDTH CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. r ` J. - W EMBANKMENT CONSTRUCTION NOW ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKM NT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY ANDiOR PARKING LOT, BUILDING �^ PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STAN RD SPECIFICATIONS. EMBANKMENTS SHALL BE. CONSTRUCTED` ERIAL FROM MA(' CONTAINING NO 1 CON CANNOT MNNTAI AS HOWN ADM MUCK, STUMPS, ROOTS, BRUSH, VEGETABLE MATTER, RUBBISH, OR OTHER DEL RIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. EXISTING EARTH SURFACES SHALL BE COMPACTEDIPROOF ROLLED PRIOR TOPLACEMENI OF ANY EMBANKMENT MATERIAL. MATERIAL: UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE "TYPE 2 MATERIAL". COMPACTION. 12"COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSI Y(A.A. S. H. T.O. T-180). - MIN 100% MAX DENSITY ADJACENT TO STRUCTURES VVITF IN PAVED AREAS COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION 5 dALL BEMADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER CY.), GRADING (PER L.F. OF ROADWAY OR PER ACRE F SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE. EMBANKMENT AND BACKFILL MATERIAL. TYPE 1: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71A, RADATION 67) - Y4" TO NO. 4 SIEVE. TYPE 2. SANDY MATERIAL, AND MAYBE UNCLASSIFIED MATERIAL OBTAINED FRO I CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL BEEPER FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MAT RIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 1Y2 INCHES IN DIAMETER. TYPE 3. SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESSTH N 3% FINES PASSING THE NO. 200 SIEVE, STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VAL IE OR L.B.R. AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 150 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS ALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-160. ALL MATERIAL SHALL BE MIXEDTOA HOMOGENEOUS MATERIAL BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORD NCE WITH SECTION 911 OR CEMENTED COQU INA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 A ID CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK F IT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND TO AN L.B.R. VALUE WHEN SPECIFIED ON PLANS. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WIT I SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (A. C. S. C) TYPE SP 9.5 & TYPE SP 12.5 A.C.S. C. SHALL BE CONSTRUCTED FOR THE DEPTH Ar D LI M ITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 33D, AND 334 OF THE STANDARD SPECIFICATIONS. CEMENT CONCRETE PAVEMENT {"""" �'•` �� r �`' CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE 11, CLASS 1) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346 AND 350. Conditions of Construction PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS. Within F.D.O.T.Right-of-Way 1. The contractor shall proWde a sec My instrument in the form of a CURB performance bond In the vatmated dollar amount of the imprommenu/work. ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 52D OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F. D.OT. INDEX NO. 300. PROVIDE within the state road dght-Df-way. This dollar amount shall be CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FF OM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. established by an amount equal to 11OX of the Contractors bid proposal. INDEX NO. 304. This onwunt will be used an the op riots Florida Department of Transportation ( 50 form 8-040-20e 04 93 by the engineer, This TESTING rasarIty Instrument may be woTved by the FDOT. but Is assumed to be THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDEN TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, BASE, required until otherwise indioatede and shall be included in the PIPE BACKFILL AND SURFACE COURSE MATERIALS, TEST RESULTS MUST BE SU ITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. contractors proposal. 2- The contractor shall delWar to the engineer of record and to the FOOT, THE SCHEDULE FOR TESTING THE ROADJPAVEMENT AREAS CONSTRUCTION SHA L BE AS FOLLOWS. proof of liability Insurance, naming themsehoes as insured, and the FDOT A. EMBANKMENT. DENSITYTESTS SHALL BETAKEN AT A MAXIMUM OF ,0D0 SE INTERVALS FOR EACH 12" LIFTS CONSTRUCTED, as an additi6Nlol fame Insured. The policy shall contain O brood form AND AT ALL EXISTING PROOFROLLED EARTH SURFA ES. contractual endorsement specifically cavedng the liabilities arising B. SUBGRADE: (1) F.B. V i L.B.R. (PER PLAN) TEST SHALL BETAKEN AT ERVALS OF NOT MORE THAN 5000 SF! 10,D00 SF OR from the indemnity agreement The policy shall also provide: 11D CLOSER AS MIGHT BE NECESSARY IN THE EVENT Or VARIATIONS IN SUBSOIL CONDITIONS. - Public liability Insurance, Including p_r�QfTrrty damage, the amount (MIN OF'3i1PER JOB) of $500,000.00 comb! single m occurrence. (2) DENSITYTESTS SHALL BETAKEN AT INTERVALS OF I OT MORE THAN 5000 SF OR CLOSER AS MIGHT BE - A prOMislon requiring the insurance Compaany to notify the FDOT 30 NECESSARY. days prllor to the eI date of cancellation or material change C. BASE. (1) F.B. V 1 L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT ERVALS OF NOT MORE THAN 5000 SF 110,000 SF OR in policy. CLOS ER (MIN. OF _4 / 1 PER JOB) 3. The contractor shall notify all users of the right -of- {utility C.o's, (2) DENSITYTESTS SHALL BETAKEN AT INTERVALS OF OT MORE THAN 5000 SF OR CLOSER AS MIGHT BE sto.) of the pending wade and will have all existing uA located in NECEssARY, the fleldeand all conflicts r+esaived. DocumentatJon of this notifIcation D. PIPE BACKFILL: DENSITYTESTS SHALL BETAKEN AT A MAXIMUM OF D FT. INTERVALS, V ABOVE PIPE, 1BELOW GRADE, MIN., shall be submitted to the anginew of record. AND AT PIPE DEPTHS GREATER THAN 5 FT, AN ADD[ IONAL TEST SHALL BE TAKEN AT M ID DEPTH OF BACKFILL 4. The engineer of record and the FDDT must be notified 72 lours prior to E. STRUCTURES: AMINIMUMOF1DENSITYTESTSHALLBEPERFORM DIN THE STABILIZED SUBGRADE, ANDWITHIN THE the commencement of Construction. A pro -construction melting at the job BACKFILL FOR EACH 12" LIFT, ADJACENT TO EACH S ,UCTURE INSTALLED. site shall be arranged by the r, at which r6 Of the F. BUILDING PAD: AS SPECIFIED IN ARCHITECTURAL PLANS. engineer of record and FQtC I must G. CURB PADS - DENSITYTEST SHALL BE TAKEN AT A MAXIMUM OF 51 0 FT. INTERVALS. 5. All Conditions of the FOOT permit must be strictly adhered to. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. 6. All construction shall be perforTned In accordance with the 'FOOT Standard latest editim CLEAN-UP adshall reference the for Standard S� onsd" for Road and d Bridge THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATEF AL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED Con ,* latest s. CONDITION 7. Construction specifications fforted on Sheet C-3 shall be adhered to DRAINAGE STRUCTURE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCCRDAI ICE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF SOD MUST BE, FLUSH TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 26-DAY COMPRESSIVE 57 RENGTH OF 4000 PSI. ALL REINFORCING STEELTOBEASTM A 615-72 GRADE 40, FY= 40,000 PSI, WTH SIDEWAL AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAS CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. E 'Dr CU WIDTH PER PLAN SEE NOTE #8 PRECAST INLETS/MANHOLES -ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCI WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE "FDOT ROADWAY AND TRAFFIC 0.02 FT./FT. TO CURB DESIGN STANDARDS", LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE U DIN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 26-DAYS OF 4000 PSI. QD CULVERT PIPES ON®STE: 4.5" THICK CONCRETE MINIMUM. P CULVERTS N ti INSTALL PIPE GUL ✓E S AND STORM ,.EU 'EPS IN ACCORDANCE WITH SECTION 4 A.ND O RELATED SECTIONS OF THE STANDARD SPEC' IF (CATIONS AT THE LOCAT IONS DEPICTED IN OFF.-mSTE; g-®" TTjig,^,H; CONCRETE MINIMUM. THE PLANS. FURNISH AND INSTALL SA.N'DTIGHT (WATERTIGHT TO 2 PSI) PIPE JOIN S AND PIPFISTRUCTURE JOINTS. ALL JOINTS SHALL BE GASKETED. REINFORCED CON ^• CONCRETE PIPES 3.OD0 P.S.I. a 28 DAYS, "' _ (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIE ATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE r�I�•��rA! STANDARD SPECIFICATIONS. ADS (CORRUGATED POLYETHYLENE) SHALL BE IN A •CORDANCE WITH SECTION 948-2.3 OF THE STANDARD SPECIFICATIONS SIDEWALK NOTES: BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED li I MAXIMUM 4" LIFTS TO THE SPRINGLIKE MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE PIPE, AND 1. ALL MATERIALS A14D CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE IN 12" LIFTS BEYOND, COMPACTEDTO A MINIMUM OF 98% OF MAXIMUM DRY DEN ITY. TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFILL, UNLESS OTHERWISE SPECIFIED IN THE 'SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLAND PLANS OR BY THE ENGINEER. CEMENT ASSOCIATION AND IN ACCORDANCE WITH FOOT INDEX NO. 310. FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH DES STANDARDS 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5-FEET O.C.. INDEX NUMBERS 201 & 250. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS F TYPE 3 SPECIFIED ON THE DESIGN STANDARDS, INDEX 199. THE FABRIC SHALL EXTEND A AND SHALL BE IN ACCORDANCE W/ FDOT INDEX NO. 310. MINUMUM OF 12 INCHES (300 MM) BEYOND EACH SIDE OF THE JOINT OR BOTH ED iES OF THE COUPLING BAND, IF A COUPLING BAND IS USED. THE FABRIC SHALL HAVE A MINI_ MUM 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER 'SAMPLES WALL BE TAKEN WIDTH OF 24 INCHES (600 M M) AND A LENGTH SUFFICIENT TO PROVIDE AM INIM U OVERLAP OF 24 INCHES (600 M M). SECURE THE FILTER FABRIC JACKET AGAINST THE OUTSIDE OF FOR EACH 10,00D SQUARE FEETI CIF PAVEMENT OR FIVE (5) PER JOBr WHICHEVER IS THE PIPE BY METAL OR PLASTIC;' STRAPPING OR BY OTHER METHODS APPROVED FHE THE ENGINEER. GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHM T-119). COMPRESSIVE STRENGTH SHALL BE REFORM AT 7, 14, AND 28 DAYS, CONCRETE 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY. UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A M11 IMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE 5. SURFACE WiTH LIGHT BROOM FINISH. CURRENT EDITION OF THE A.MERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. 6. SOD ALL DISTURBED AREAS. 7. RECESS SIDEWAU', AS FUUiRED IF BRICK PAVERS CALLED FOR IN PLANS RECORDDRAWINGS 8. SIDEWALK/CURB MAY BE CONSTRUCTED AS ONE INTEGRAL POUR. PROVIDE MIN. 8'x8' THK'N EDGE CONTRACTOR SHALL KEEP AND. MAINTAIN RECORD DRAWINGS ON THE PROJECT ITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES PRCIVIDE REINFORCEMENT AS SPECIFIED IN PLAN SHEETS, MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD D AWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION AND VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES DRAINAGES UCTURES INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BANKS LOTJBLDG., PADS, SWALES, - - ;- BERMS, CURBS, PAVEMENT, SIDEWALKS- DEPICTING HORIZONTAL LOCATION AN ELEVATIONS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO : ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AN FINAL PAYMENT. - � -- - - THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGSIAS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD _ - -- -- ELECTRONIC FILE AS WELL AS ON SIGNEDISEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING TIES TO STATE PLANE COORDINATES. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS -N" 18.81, THE ENGINEER SHALL BE NOTIF[ED 24 HOURS IN ADVANCE: A. PRIOR TO A.NY MAJOR DEVIATION FROM THE APPROVED PLANS. B. PRIOR TOBACKFILLING ANY PIPETRENCHES. ;i: f C. UPON COMPLETION OF SI BGRADE AND COMPACTION. D. PRIOR TO POURING CURBS, SIDEVVALKS OR OTHER FLATWOR K. .;` E. UPON BEGINNING OF SPREADING OFROCK BASE MATERIAL. '.. i.„,� F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND IOR TO PRIMING. °"',''"11 '3s>.�. '. G.. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C. S. C. �: '# �'�' �G�x^,�".`^`I{. H. UPON COMPLETION OF CONSTRUCTION. „^`: ACCEPTABLE TEST RESULTS MUST BE PROVIDEDTO THE ENGINEER PRIOR TO C MMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING. �iiiiiiiV - PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRADE PREPA TION. ''"''�: SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR S DEWALK CONSTRUCTION. j; BASE TESTING PRIOR TO APPLICATION OF SURFACE COURSE. WHERE REFERENCES ARE MADE TO ROADWAY AY CONSTRUCTION IT IS INTENDED I D INDICATE CONSTRUCTION U ON FOR ROADWAYS Af•IDlOR PARKIN N G LOTSIDRIVE AYS. ,'. TRAFFICIPAVEMENT MARKING NOTES' - 1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DR[ IEWAYSISTREETS WITH THE EXCEPTION TOTHE HANDICAPPED PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AN BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOP. ROAD AND BRIDGE C NSTRUCTION, 2019-20. RIGHT TURN ARROW 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MAI KED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 711-DD1. TO BE REVERSED 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND AVE TO BE PAINTED. �+ 4. STOP BARS SHALL BE24"WIDE. ON -SITE PAVEMENT MARKING ARR©Nils 5. FDOT STANDARD PLANS FOR ROAD CONSTRUCTION, MUTCD, AND INDIAN RI IER COUNTY DRAWINGS FOR PAVEMENT MARKINGS, SIGNING & GEOMETRIGS, ALL LATEST EDITIONS. N•LT.s 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND AL MARKINGS AT INTERSECTIONS OF PRIVATE ROADSIDRIVEWAYS WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYF BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR F CAD AND BRIDGE CONSTRUCTION. 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS ST .IPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F. D. O.T. INDEXNC 711.001. 6, ALL FDOT DESIGN STANDARDS INDICES CORRESPONDING TO THE 2019.20 E ATION. SIGNS: 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND INDIAN RIVER COUNTY DRAWINGS FOR H GRADE PAVEMENT MARKINGS, SIGNING & GEOM ETRICS, ALL LATEST EDITIONS. ' � 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCOP,DA CE WITH F. D. O. T. INDEX NO. 700-010. WIND LOAD SHALL BE ZONE 3 (60 M.P.H. ). 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX NO. 00.101 AND INDIAN RIVER COUNTY DRAWINGS FOR PAVEMENT MARKINGS, SIGNING & 5yy� GEOMETRICS C • L OPEN( eC - r-1,11 -A. ADDITIONAL SPECIFICATIONS FOR WORK WITHIN A PUBLIC R OW " W. . a e • o. 3k X': ar 5 1.. 1 n. :-: r 5- �• r 2'CURB TRANSITION NTS. ADDITIONAL REINFORCING ► ► , p 1. THE LOCAL MEDIA SHALL BE CONTACTED A WEEK PRIOR TO ANY LANE CLO P.ES ON THE STATE ROAD SYSTEM AS IT WILL OCCUR CUR ING PEAK HOOFS OR OVER THE BARS REQUIRED AT THE s . SPAN OF MORE THAN ONE DAY. CONTACT BARBARA KELLEHER, FDOT PUBLI INFORMATION OFFICE AT 954.777-4D90 FOR GUIDANCE ON WHO TO CONTACT. PROVIDE A TORAFFIC IF SLAB TO BE �'• yr ; COPY OF THE PRESS RELEASE TO'. �5 ► FLORIDA DEPARTMENT OF TRANSPORTATION Z. 24 S 4& A p .� • PUBLIC INFORMATION OFFICE • _ , 3400 WEST COMMERCIAL BOULEVARD • a . p O D O 9% •..® } FORT LAUDERDALE, FLORIDA 33309 y. ' ' •.- 2. ALL MATERIALS AND CONSTRUCTION WITHIN FOOT RIGHT-OF-WAY SHALL C NFORM TO THE FDOTR OADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION p D D ° STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THE ETO 0 D ® . 3. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTIO SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN : ` i • ® O% D D ACCORDANCE WITH THE APPLICABLE FDOT INDEX NUMBERS (600 SERIES) A ID THESE DOCUMENTS. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR _ r D D D I A STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION FHWA). HE CONTRACTOR SHALL PROVIDE NECESSARY M.O.T. AS SPECIFIED IN THE PLANS AND ► D ® D D _ � PERMITS, AND A5 DIRECTED IN THE FIELDBYTHE ENGINEER OR PUBLIC WO KSIFDOT REPRESENTATIVE. _ .` �. ; 4. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACEN TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCOP.DAN CE WITH i - STANDARD INDEX 800 OR SHALL BE OTHERWISE PROTECTED WITH TEMPOR RY BARRIER WALL AT THE CONTRACTORS EXPENSE. r• P _ 5. IF THE PERM ITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE ' PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF HE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS '® ►Ap ` ' EVENTUALITIES SUCH AS HURRICANES • 6. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINERING DIVISION HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, BEFORE R ®' PIPE INVERT * • - ANY EXCAVATION WITHIN THE FOOT RIGHT-WAl'TO DETERMINE THE LO TION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. ° 7. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THI EY.ACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. ® PICKHOLE RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPA.NI AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY -'' . , ENGINEER IN ADVANCE BEFORE ANY RELOCATION. • 4r 8. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE AP ILICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE ELEPHONE NUMBER IS 954-776-4300 OR 1.800-300.8236. 9' $' 4°•-0' AS IREU Q" B• UAF.I. D� 444 DR 9. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRIT( GALL P.IGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 10. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TR AVE L I LETTERS MARKER 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT ELOSED. NO LANES ARE TO BE CLOSED EXCEPT AT TIMES PRESCRIBED BY THE �y / OR . DEPARTMENT. ELEVATION TOP VIEW 12. LIMEROCK BASE SHALL BE A MINIMUM OF 12" AND COMPACTED IN 6" LIFTST 98%MAXIMUM DENSITY ACCORDING TO AASHTO-180. CONSTRUCTION TO %ONFORM TO SECTION 200. BASE TO BE PRIMED AFTER COMPACTION. NOTE: - 13. STABILIZED SUBGRADE SHALL BE A M INIMUM OF 12" THICK AND COMPACTED TO 96% MAXIMUM DENSITY ACCORDING TO AASHTO-18D. MATERIAL TO HAiiE A M IN IMUM 1. $1¢ CRUSHED E FOUNDATION FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED. L.B.R. OF VEAL MUCK,ND CONFORM BURD E, TIONAND 160 2. ALL DRAINAGE MANHOLES TO IN ACCORDANCE WITH 'STRUCTURAL TYPE P AND J. F.D.O.T. 14. REMOVE ALL MUCK, OVERBURDEN, AND ROOT MATERIAL DE SITY RIGHT OF AY LINE, AND BACKFILL -C THE REQUIRED SUBGRADE WITH CLEAN, GRANULAR MATERIAL STANDARD INDEX No. 200, WITH TOP 'TYPE B, R.D.OT. STANDARD NDEX No. 201, IN MAXIMUM 6'LIFTS COMPACTED TO 100%OF MAXIMUM DENSITY IN ACCOR AN CE WITH AASHTO T99-C SPECIFICATIONS, AND EACH LIFT TESTED BEFORE PLACING NT. TYPICAL DRAINAGE JUNCTION MANHOLE. 15. FLAGGERS MUST BE PRESENT DURING THE INGRESS AND EGRESS OF CONS RUCTION VEHCILES TO AND FROM THE PROJECT SITE. WARNING SIGNS MUST BE ERECTERECTE D ADVISING MOTORIST OF TRUCKS ENTERING THE HIGHWAY. F TYPE 'D' CURB _ OF PAVEMENT a TYPE'A' TYPE'B' a 14 EDGE OF DETECTABLE WARNING ' .:. -; • • a -� t t 0. Y r• ••s.. '� •. I F, =�. SOD ADJACENT TO ALL MITERED ENDS VARIES 8' MIMIN, LIMITS OF LIMITS 1 SOD OF SOD ------ - I fi • • x R • I• e fr4 11 ► ; r ra + d - - - - - - HAND PLACED ER QUAD TO BE SELECT TERIAL �,_SFIAPED TO RECEIVE PIPE LIMITS I I I BELL AND BARREL � EDGE OF DRIVEWAY OF LIMITS NOTES: OR ROADWAY SOD OF 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENIM SOD( OF THE FLORIDA TRENCH SAFETY ACT. 2) BACKFILL TO 12" MAXIMUM LAYERS OR OTHER APPROVED METHOD 'TO ACHIEVE 98X +COMP ON UNDER PAVED SURFACES AND 95X COMPACTION UNDER OTHER SURFACES VARIES (8' MIN.) As ESTABLISHED BY S.H.T.O. METHOD T-•18AL TRENCH�0. CONSTRUCT 3' CONCRETE �` �� ' 10 SCALE & ':. --� 4 EXTENSION PER FDOT NDT CULVERT TYPE PER PLAN 44 BAR - "-- 6" 0 DESIGN INDEX #273, FOR SIDE DRAINS SIDE DITCH GRADE BIT. COATED CMP SHALL BE USED AT ALL SEE FDOT INDEX NO. 272, 273 AS M.E.S. SECTIONS FOR ADS CULVERTS APPLICABLE FOR CONSTRUCTION DETAILS CONC. JACKET OR OTHER APPROVED OF MITERED END DETAILS, DIMENS I ETC. TRANSITION (FORMED METAL BAND) DEPEND ON TYPE AND DIA, OF PIPE, SHALL BE USED TO COUPLE THE PIPES. SIDE DRAINS: FDOT INDEX 273 CROSS DRAINS: FDOT INDEX 272 01 0 0 k_�a ►Til_:7zioik TRUNCATED DOME Q Q 0 '`- DOME PATTERN L SHOULD BE ALIGNED WITH THE DIRECTION OF TRAVEL BASE -TO -BASE SPACING SHALL BE 0.65'' MINIMUM DETWEEN DOMES, PLAN V I EW TYPE'A' JOINT TRUNCATED DOMES DETAIL N-"S 6iffiiAII V RCDPOS SIfiJ WAL ;,. I E EXISTING SIDEWALK r,- TYPE'B' JOINT 1 Yo" 72 F•KC-IVIUL.LICU EXPANSION SIDEWALK JOINTS JOINT MATERIAL %-- STABILIZED SUB -GRADE COMPACTED TO NOT LESS THAN 98% AASHTO T-180 STANDARD CROSS SECTION PLAN TYPE 'A' JOINT TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50a/a AND A MAXIMUM OF 65a/a OF THE BASE DIAMETER. DOME HEIGHT TOLERANCE = t.02'' MAXIMUM DOME WIDTH = 1.4" TRUNCATED DOME TABLE OF SIDEWALK JOINTS TYPE LOCATION 100' MAX. SPACING, P.C./P,T, 'A' OF CURVES, JUNCTION OF EXISTING AND NEW SIDEWALKS P' 5'-0" CENTER TO CENTER WHERE SIDEWALK ABUTS C' CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES. TABLE OF SIDEWALK THICKNESS LOCATION T' PEDESTRIAN ONLY AREAS 4" DRIVEWAYS AN TEAS D OTHER TRAFFIC A 6" NOTE: 1, ALL SIDEWALK STREET CROSSINGS MUST MEET THE REQUIREMENTS OF THE AMERICAN DISABILITIES ACT (ADA) COMPLIANCE GUIDE, TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES, 2 SIDEWALK CONCRETE CONTAIN FIPERGLASS REINFORCEMENT CONCRETE SIDEWALK DETAILS N,T,S NOTES 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE, 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES BUILDING ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. 3. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR ROUTE SHALL BE 36'' WIDE WITH A 60"x60" PASSING SPACE EVERY 200 FEET. 4. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH END WITH A MINIMUM 48'' LEVEL LANDING IN BETWEEN. 5, THE ACCESSIBLE ROUTE IN FRONT OF PULL -IN PARKING SHALL BE A MINIMUM OF 44'' WIDE AND NOT REDUCED BY VEHICLE OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS. 6. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.0 11-4.8 7. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET THE REQUIREMENTS OF F D.O T INDEX 304 8. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP • I r • r f_ . r fl s i •i I A - � r f 0 r 1 4 A w s: • • • 11 r s 11 ■ a 11 l• ff a e , i l f, I 11 Ln P^4I7 2"11 PP �H LLi U) �1C0 Pv I 1)1 as N [.,2 1�- �. - ' _j I_ W r`J C) Ilr t r n, - W �_7_=3 I 2'-479 �I IN c Jf j L! I 1" !! 111 Q/ 1 �1 � 2 LIJ TYPE 'C' CAST IRON ORATE Approx. Weight 235 Lbs. W 3'-4" J I, a � t 5 $ 3•-'gyp _ F) �?®-:� " 10 �' 4. . 4 .% o •q d s. _. '] - GRAZTE NOTE: r* . 12 1/4 . -W Igh,$ 1 - A 0 � . . . 028F 'N I ENGNEER CRWATM '\ ar CLEAR ®®�� ►®.W*r A%0, tO I . - . 2'-O- -j " I 'It I I n I < �.ft M� Ira a INC- r I - )EX No. 2$� i- It CC ®. STATE F ®.� . • -4 � .-.- 4 �11110��* PLAN VIEW SECTION JODAH 8, 8111,11E FL REG. NO. 5TM 09)A1_ �-9d-, TRAu-I-IC BEARING �� DATE; fZ�Z1 s I9 LE PROJECT NO. SHEET 1 C.1 INLET L 2- � 9 �� CODE COMPLIANCE 1(,� ST ®CC LUCIE COUNTY ;j12,c,1'_-_> Z DocuSign Envelope ID: 2BD484OF-7CF9-43B9-9668-52F=355A Future Curb And Gutter construction [AA .......... A 201 R Or As Shown On Plans Exp. Joint �W B Valley Gutter Curb And Gutter -------- PLAN SECTION AA -10" IF . : . _4 ---------------- T_ T_— : SECTIVN BB - -- ---- ------- --------------------- _k 3',- 6" SECTION CC F-2" VALLEY GUTTE� 5 VVner, used a?? high side of roadways, O L cross slope of the gutter shall cratch the cross slope of the adJacent i avement. The thickness of the lip shall be 611, unless rjthervtjS0 sho�vn on lans. Rotate entire section so that gutter cro 5 Slope '11atChf_-5 slope of adjacent circufaling roadway pavement, rase se adjacent to concrete or flexibb, pavement. For details depicting usage. adjacent to flexible pavement, 5M Sheet 2, Expansion joint, preformedjoint filler and joint seal are required between corh & gutter and concrete pavemcol only, see Sheet 2. Z DESCRIPTION: �14;' R -- ------------------- - 4111 2'-3': TYPE E TYPE F 2 0" — - - ----------- Slope To Driveway Fit 31 - A,"ote: To be paid for as parehi curbs. DROP CURB Standard Shoulder Linc. Earth Berm V 6' i 2' pavernent N vp SHOULDER GUTTER Truck Apron Surface W, Specified In The Mans A viatinqw'm — Circ Roadway Paveem TRAFFIC BEARING SECTION FOR USE IN ROUNDABOUT CENTRAL 1SLAND CONSTRUCTION TYPE RA a FY 2020-21 FD REVIS(Gk—n IN 11101177 11` STANDARD PLANS GENERAL NOTES: Cross Slopes and Grades: ...................................... A, Sidewaik, ramp, and faPd'i 9 slopes (i.e. 0.02, O05, and 1.12) shown io this Index are maximums, With apprvat of the Engineer, provide the n7inimum fcasiblo slope where the requirements Annot be met, 8, Landings frost have cross -slopes less than or equal to Off? in any direction, C. Alair?tain a single longitud nalslope iforig each side of the curb ramp. Ramp 5;0pe5 are not recut , 'red to exceec, 15 feet in length. D. Joints permitted at the IA-ation of Slope Breaks. Otherwise /ocate Joints in accordance with Didex 522-001. No jrots are permitted within timea r,mp portion of the Curb Ran,,v. K: 2. Curb, Curb and Gutter andt Sidewal' A. Refer to Index 522-002 f ir concrete thickness and sidewalk details. 8. Retnove any existing curb, curb and gutter, or sidewalk to the nearest joint beyond the curb transition or to the .xtent th" '7r oo re"naining Section is iess thiIn 5 feet long, 3. Curb Ramp Alpho-Infentificati n?,- ------------------ A. Sidewalk curb ramp alpha identifications (e.q. CR-A) are provided for reference purposes in the Plans B. All) ha-ideritifications CIS-1 and CPI-,1 are intentionally ornitted, 4. Detectable Wq�rrn -------------------------------- --- A. install detectable warning 3 in accordance with Specification 527. R, Place detectable warnings across the fall width of the ramp or landing, to a minimurn depth of 2 feet easured perpendicular to the curb fire ard no greater than 5 feet from the back of t ie curb or edge of pavemei7t. C, If detectable warnings ark shown in the Plans on slopes greater than 511,, ,align the truncated domes with the centerline of the ramp; otherwise, the truncated domes are not required to be alignel 5. Detectable Warnings Q Accepance Criteria: A. Color and texture shall bcornplete and u!iiform, 6, 90%1 of individual trunratd domes shall be in accordance with the Americao_; with Disabilities Act .Standard 5 for Transportation Facditie5, Section 705, C. There shall be no more m n 4 non -compliant does in any one square foot. D. Non-comphant domes not be adjacent to other non-compliont domes. E. Surfaces shall not d more than 0,10" from a true plane. ' rp r! N LAST C) z DESCRIPTIOM REVISfON LU 11101119 �11 — Same Slope As 47" Adjacent Pavement R Joint Seel - ------ ......................... \ — - ----- ---------------- ------------- 'r 4 1/j' Exp. Joint Ari' Preformed loint Filter Concrete Pavempm For details depicting asage adjacent 110 IPexitfle pavernent, see hest 2. TYPE A )o�r't Seal C-913C. Pact. Exp, joint Arid Preformed Joint Filler. TYPE B CeN Joint Seal conc. Pavt' Exp. Joint And J -it Filler Pre.Formed oi! TYPE D Note: For use adjacent to concrete or flexitilf.a pavetrierit, coticrete shoiwn, Expansion joi.r', prefornied joirit fiHer and joint seat Ire required betvvee[r curbs an concrete e e oaven)ent only, see Street 2, CONCRETE CURB CURB AND GUTTER -TE CURB AND GUTTER CONCRI_ INDEX SHEET 520-001 ]of 2 FY 2020-21 INDEX SHEET FD of� DETECT -ABLE WARNINGS AND SIDEWALK CURB RAINIPS NS _1'11010w- STANDARD PLA 522-00211 1 of 7 GENERAL NOTES: , - I. Construct sidewalks in accordance wittysRctrif'.,a��;on 52,?. Use 6 concrete fo,, S;deievalks and Cirri: Ramps Located wfth,;n Curb Returns (See Plar" View).. Ir"Stat! all Other concrete with thickness as shown, unless otherwise detailed in the Piev'54 2. Inciude detectable warnings an sidewalk rurt ramps if, accordance with looex 521-001 3. For Driveways see Index 522-003. 4. Bond breaker material rare be anly empermeable coaled or sheet menibrane or preformed materia" having a Nwckness of nf3t less than 6 mils and not more than -.ge Bear -rfa, d Pe est ianlBiry le 5� Construct sidewall�s with Ed 3 through the limits of an ' v si, I e r unte, d �r C Railing or Pipe Guiderail shown in the plans. (See RAILING DETAIL) A B C 8 C B C B C 8 A 5 11 5, 1 SO m 165'm Return Curb Rigid 5tructore OPEN JOINTS 120' Max. ?2R Rex, -------- ----------------- r - -------------- 30Max. 30' fOax, 0 0 D E D D F D D A 5' 5' 5:61 w5w 5-b 5' 7 J_ F Returo Curb Ric pid Structure SAWED JOINTS LONGITUDINAL SECTION LEGEND. A- !; Expansior, Joints (Preformed Joint Filler) bptweeri the sidewalk ar'd; driveways, sidewalk-i,,,,1ersectiori_,;, ard ail other fixed objects (P.g, drainage inlets and utility poles}_ C-- �s Formed Open Joints 6- Y,,T" Dumniy Joints, Tooled D- Saw Cut joints, Deep 96 hours) A1,3x. !Y Centers E- �Y76' Sao Cut ioint5, 1!/-' Deep (within 12 hour14ax, 30' Canto; s Joint(s) Pequired When Length Exceeds 30' F Exoao5ion Join, Whcn Run Of sidewalk Fxcpeds 120'. hotormedit)�te locations when called for in the plans or, at WaUoos o.,; directed by tf;6, Engineer, G- Cold Joini tWth bond Bieuker, Toz,,Yed SIDEWALK JOINTS LAST Z DESCRIPTION: REVISION 2 14 11/01/18 1 �_ lull LEGEND: 4" Thick Siofeyvatk 5" Thick Sidewaik utility Stop A Drainage hVet Back of Sidewalk Variations A (Signal Pale or Controller Base. 'Ex.) A (Utility Pole, Ec) Curb or Curb And Gutter Drainage Inle, PLAN UTILITY _5TPIP A G PT Curb or Curb And Gutter PLAN ----SIDEWALK WITHOUT UTILITY STRIP======= Utility Slriv Sidewalk ................ trades j777=�77 77 A A A Driveway or Side Road (Full Return Shovin) A Dr'v--way or Side Road (Partial Ref -urn Shown) Railing (Sec. Index 515-052, .51;4-062, 575-070 or 515--080) C"ear width i _�3_or _6'SP'_d,,_4'_Mi 0,02 lilax; 7� Sidewalk Varies Based on Palling Used --RAILING DETAIL GENERAL NOTES AND CONCRETE SIDEWALK ON CURBED ROADWAYS INDEX SHEET CONCRETE SIDEWA.I,'K 522 01 -0 1 of 2 A ------------------------------------------------------------- -------- <= ............ ............................................................... ..................................... ID, 6 Taper- Length Y3L Work Area / ----- --- - ............ ................ -A- � � � � 1 1 See Table 11 - /', I I , i . ... ... r:: --- -- --- - 1: NO % ROAD K WORK DL I -vice Srac;ng-Taper - ----- - ---------- - -- - -- I --- ----- - ---------------------- r) vice Spaci -Tarigeni 500, e. nQ - - --- -------- - ---- ----- - -------------------------------------- - -- - AHEAD,.Z/ See Table I See Table I F) NES[- DOI;BLED Am WHEN WORKERS PRESENT DISTANCE BETWEEN SIGNS Speed i Spacing tit-) 4 1 A 0 Aiph or less 200 200 45-m- ph 350 350 50 "Tiph Or greater 500 j 500 �'Zdway between signs SYMBOLS i Work Area L_Lzi Device (See M.dex 102-600i Mork Zone Sign Lane identification Diroction Of Viraffic 44 LAST Z DESCRIPTION. 2 REVISION 17101117 41 0: Table 1 Device Spacing Max, Distance Between Devices (ft.) Speed - ------------------ ---- ----------------------- Cones or ------------- -- ------- -- - ---- - - ------- - Type I or Type 11 Barricades or Vertical (rnph) Tubular Markers --------------------- - Panels or ,lining - --------- Taper: Tangent Taper Tangent u.25 25 2.5 50 50 30 to 45 25 50 30 50 50 to 70 2.5 1 50 50 100 1. yrhea four or more work vehicles enter the through traffic lanes in a one hour Perhod or less (Lxcluoing establishing and tortrinating the work area), the advanced FLAGGER sign shall be substituted �Iuted for the ViVORKERS sipfi, For location ©f fiaggers rand FLAGGER signs, sce, lodOx 102-503. 2. SHOULPER CORK sign ma ' v be used as in aittrnate to the AIORKER symbol` sign only on the sldc where the shouhler work is being performed. 3. When a slee road intersects the highway within the, TTC zo?;e, additional TTC dr,vices shall be placed in accordance with other applicable TCZ indexes. 4. For geric-ral TCZ requirements and additional inforniation, refer to Index 102-600. FY 2020-21 FDOT�) STANDARD PLANS IffiVIABIT101owl 7. Signs and channelizing dovir-i2s, may be ornitted if alI of the following Conditions are ne", a. Work operotioris are 60 minutes or less. b_ Vehicles in the work area have high -intensity, rotating, flashing, oscO;ating, or strobe lights Operating. Table 11 Taper Length - Shoulder YyL (f t) speed Notes mph) 10, 72' Sh.1dr, 5h1dr, Sh1dr. 25 28 35 42 30 40 '0 50 6 L=WS2 35 55 68 82 60 .90 107 40 ?2 45 120 150 280 50 133 167 200 ---- -- 2.20 - ------ 55 747 1 183 ...... ----------------------- ---- -------------- = 60 160 200 240 LWS ---------------------- ------ -- --- --- ---------------- ----------- -- 65 173 217 260 70 1 187 2-33 280 minimorr, sneakier wddth "'3L LeO-CIth Of ShOUider' tale" in feet w = Width of totaP s�bouider in Beet (combined paved and w7paved tividth) 5 r Posted speed i`jinit (frph) CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER T14AN 2' TO THE EDGE OF TRAVEL WAY. INDEX SHEET "F"TO-LANE, TWO-WAY, WORK ON SHOULDER 1102-602 1 of I LLJ Ld LLJ U LLJ 0 0 0 0 0 0 0 0 0 U M X M M X W L.J W U W n- n- � n- n- 0 0 0 0 0 Ld W LIJ W W 0 C-)::] Ld :3 M Ld U U 0 M '_1 LLJ X Z Lu Vi -7) go 0 X Ld V) 3. Of LLJ 1 0:5 M rr LLJ ow _>J X=W Z=wu 0 < V) L'J V) 0 r- E L=d 6 < LLJ V) M:r 00 b < n Li 0 N a- 10 -W 0 M co V) Z W - 0 3 Z 0 N 1.- "t 0 z L Z= F-: L) Z I < L'J ow 3: 0 W U F- M J z -.5 J= :3 Lin LIJ LU Of 0 < (if 0 3.1 (L :3 a_ 10 0 Lt. LA_ • FA ■ • • all,• • 0 K JWM B. BITILE REVIEWED FOR FL REG. NO. 57,M6 0 k"'Ipq� CODE COMPLIANCE DATE 11,1212021 FILE COS. W9CNlYn^_fPROJECT NO. SHEET TEOU 2-0831 10 0 DocuSign Envelope ID: 2BD484CF-7CF9-43B9-9668-52E355AEF GENERAL NOTES: I. Use Class 11 concrte. 2. Reinforcing steel ieithef Gtaoe 40 or 60. .1 Endwas'ls may bet St in place or precast concrete. (A.dditiona+ necessary fern hancling precast units wilt be determined by t;,,,e Contra; for or the supplied. 4_ Chamfer al! ex.oinsr; I edges and corners to �y4`. S. Frdwall dimensions o.ns locations and positions are for round and effipticaJ concrete pipe and i or round and pipe -arch corrugal-ed metal pipe. Round corcrete pipe show r. 6, Gn ourfaft ditches i •ith .side Slopes flatter than 1.1.5 provide 20' transitions from th endwa.01 to the Flatter Side slopes, right Of way perf ting, nit 7, Con-,;trurt Front sloe and ditch transitions in accordance with Index 430-001, 8. 0uantities shovin aile For estimating purposes nrify. EAST DESCRIPTION: REVISION Z; 17101122 3'-.6" [FABLE OF CONTENTS: Sheet Description I General r1lafes and Contents 2 Coacretp EanmH Delai"s 3 concrete ord metal Pipe Tables 4 Spacing For Muttipr,- Pipe-s F Q OF FY 2022-23 'i STANDARD PLANS STRAIGHT CONCRETE ENDWALL STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTHPLE PIPE INDEX I SHEE 7- 4, 1 of 4 #4 Bar @ 12" Canters Al c' Endwaii A Pepe ptl)e 7 ...... —T- a 4" - - - -- -- ---- --- ---- -- 0 . .... ... .... .... .... .. . .... . - Keyway - .... .... .... .... .. 4- . . .... .... .... .... .. . . . ... . .... .... A #4 Bars PLAN N,,)TE: Keyway aml Dowr-15 are required for optional construrtion joint, DETAIL "A" Pipe C C Sta,'Offset Location G 6 Y-6" 4" D or 5 C) or S n - -- ---- ----- ---- ------ -- - -- ----- --- --- -- - -- -- - -- Bars F root sfope # Pipe CZ D or 5 - ----------------------------------------- -------------------- - --- > Pipe 4" 6" (.'ptional Construction Joint �See OETAII "A') E FRONT ELEVATION SIDE ELEVATION LAST 1Z DESCRIPTION; I 0 STRAIGHT CONCRETE ENDWALLS REVISION FY 2022-23 FQOT�, 11101119 >W1 �STANDARD PLANS SINGLE AND MULTIPLE PIPE Pipe INDEX SHEET 430-0301 2 of 4 0 1XI; 15EVIEWED ^e%nv ruR FILE CODE t-'r% %.'%JMPL1AN^1- ST. LUCIE COUNTY 8 0-r Cc 0 0 0 Ld Ld LL. �- �- cl� F- OOD uJ D m WO wu m IN --.,; Ld W 2: W C -- 0 n (n EL LLJ Ld IK w 3:� w z m:M w KLF-COOP- F- C3 0 En WWMWOM-J z — 0 mm 0UJ�- —3:1C EJ- LWIJ af _) &n L ®® < 0 II 0 Lu P z w 0 M Cq M 7) Z UJ 0 — 0 r-4 Z C-5 0 Ldi m z m 0 w 3: Lu WF- - ui LLI Ld W 0—<( m m: 0 Ir Ir w Z: d '�D Z: (0• C-4 0 m < C) C) LLJ 00 (D cr- 0 C: a) LL 5 (r) OC) — (f) < 0 C) :ff E 0 Q SR 0 0 < : (D Lu CC) a) 0 z z 0 Cc 2E 0 LLJ > LIJ C: Q) (n VJ < -0 06 2? N 0 0 = (.0 (n ui r- Lu • < • LL- 0 w Zt z 0 > -i LL co < C) Ly w w w > Ld z < • 0 a. 6 rr--- z C� W V J ODAH B. BITRE L REI NO. 57.396 DATE: 11121201 PROJECT NO. SHEET 20-0831 11 DocuSlgn Envelope ID: 2BD4840E-7CF9-43B9-9668-52E355A 1. ALL CONSTRUCTION MATERIAL, TNSTALLA ON AND T:S77NG SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE Uj L 177ES AUTHORITY, 2. WATER MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900 OR C-905, PRESSURE CLASS 150, DR (18), WA MAINS WHERE SPECIFIED AS POLYETHYLENE (PE) .SHALL CONFORM TO AWWA C-901 OR C---906, STANDARD CO E DMGNA77ON PE-3408, PIPE" CLASS 200, DIMENSION PA770 (TIES) 17 FOR DIRECT BURY, (DR) 71 FOR DIRECT? NAL BORING, AND (DR) 9 FOR 2 INCH AND SMALLER PIPELINES. 3. WATER MAIN, WHERE SPECIFIED AS DUC RE IRON PIPE , SHALL CONFORM TO ANSI/"AWWA C15IIA21,:51 ANDS HALL BE PRESSURE CLASS 250 INIMUM. } 4. POLYVINYL CHLORIDE WATER MAIN SHAL BE BLUE IN COLOR OR WHITE W COLOR WITH BLUE STRIPES. THE USE OF IDENTIFICATION TAPE ATTACHED TO TIME TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING ON THE PIPE ALSO DIP PIPE SHALL REI URE THE USE OF IDEN7IFICATlON TAPE AND THHN WIRE. 5, FITTINGS SHALL BE DUC77LE IRON CON RRING TO ANSI/'AWWA C-110IA,21 A O, CLASS 250 MIN., CEMENT UNED AND FACTORY COATED 6. GATE VALVES SHALL BE MUELLER RE:SIL ENT SEAT, KENNOY KEN -SEAL, AMERICAN OR APPROVED EQUAL. VALVES SHALL CONFORM TO AMA C-509. 7. WATER LINES SHALL BE BACKFTLLED AN COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRA R SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY, COUNTY, FOOT, IN CASES WHERE PAVED AREAS FALL WITHIN 474E JURISDICTION OF LOOL 04 STATE AGENCIES, THE COMPACTION REQUIREMENT: SHALL NOT BE LESS THAN 774E MINIMUM REQUIRED BY TIE APPROPRIATE RESPONSIBLE AGENCY S. NO FIELD CHANGESOR DEVIATIONS FRO 0 THE DESIGN SHALL BE MANE WITHOUT PRIOR APPROVAL OF THE FPUA ENGINEER AND CfrT;/COUNTYIrDOT ENGINEER. 9. THE CONTRACTOR SHALL N077FY FPUA E NGWEERING AND C17Y„+/COUNTYIFDOT ENGINEERING 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 10, A PRE -CONSTRUCTION CONFERENCE B THE ENGINEER, THE CONTRACTOR, FPUA, AND CITY COUNTY FDOT ENGINE ER EER SHALL BE MANZ47ORY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11. TRAFFIC CONTROL, BARRICADES, ETC., HALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF OF TRANSPORTATION STANDARDS AND A OPROVED BY THE CITY ENGINEER, 12, MINIMUM COVER 5hALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY1 COUNTYIFIDOT ENGINEER. PIPES WITH C VER LESS THAN 30 INCHES SHALL BE COMSTTTUCTED OF OU(,-nU7 IRON OR IN PVC CASING. 1.. DISTURBED AREAS SHALL BE RESTORE IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY REQUIREMENTS. 14, EXIS77NG UTILITIES AND DRAINAGE SHA BE RELD VERIFIED PRIOR TO CONSTRUCTON AND PROTECTED BY THE CONTRACTOR. 15. WATER MAINS SHALL, BE TESTED AND ISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PR 7FC77ON AND AWWA C-•651 FOR DISINFECTION" SPRING LINE caF PIPE NOTES: WATER DISTRIBUTION G— NOTES FT PIERCE U17L77ES AU7HORITY FINIS H GRADE a i , 'J 7. fs k a C SEE NOTE NO. 5 INITIAL BACKFILL. 4 EMBEDMENT EL MATERIAL HAUN - � CHING FOUNDATION . (MAY NOT E REQUIRED) 1) IN CERTAIN SOIL CONDIT101 2) BEDDING IS REQUIRED PRd BEDDING MATERIALS SHALL SUPPORT UNDER THE PIPE 3) HAUNCHING MATERIAL SHA MATERIAL SHALL BE CONM ADEQUATE SIDE SUPPORT. 4) INITIAL BACKFILL MATERIAL PIPE THE SOIL SHALL BE 5) BACKFILL SHALL BE COMP TO A POINT 30" BELOW A 3O" OF BACKFILL SHALL B 7-180. 6) DENSITY TEST SHALL RE F ENGINEER OR PERMIT AGEI 7) CONTRACTOR TO COMPLY I REGULATIONS. A FOUNDATION MAY BE REQUIRED. RILY TO BRING THE TRENCH BOTTOM UP TO GRADE: 2OVIDE A UNIFORM AND ADEQUATE LONGITUDINAL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. DATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE '4ALL BE HAND PLACED TO 12" ABOVE THE TOP OF IMPACTED TO 100.E MAX. DENSITY.(AASHTO T-99) TED TO 100.E OF MAX, DENSITY AS PER AASHTO T-9.9, POSED PROFILE GRADE OR EXISTING GRADE. THE FINAL COMPACTED TO 98% OF MAX. DENSITY AS PER A45HT0 )RMED AT AREAS DETERMINED BY THE UTILITIES HAVING JURISDICTION, AT THE CONTRACTORS EXPENSE. ALL FEDERAL, STATE AND LOCAL TRENCH SAFETY RIEQ,11R'LM4,E1'v T a t M---2 FT. PIERCE UT7LI77ES AUTHORITY FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION NOTES �m CONMUED I&, THE CONTRACTOR SMALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE 17. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING LOCATIONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER PERTINENT INFORMA77ON NECESS BY 774E UTTLIT/ES ETGINEER. ARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED 18THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF TIME FORT PIERCE UTILITIES AUTHORITY ONLY AFTER TES71NG AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE TAPPING VALVE AND SLEEVE. 19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN MULTI STRANDED WIRE (BLUE IN COLOR) AND IDEN77FCA77ON TAPE WITH "WATER" MARKED ON TAPE PERMANENTLY ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILITES AUTHORITY SPECIFICATIONS. 20. S TAP P 1 Y SERVICE S SHALL BE LACED APPROXMA7EL TEN FEET AWAY FROM GATE VALVES AS SHOWN FOR TESTING. FOLLOWING TESTING AND STERILIZATION OF WA I TER LINE. CONTRACTOR SHALL PLACE A BRASS PLUG IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATONS 21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH MANUFACTURER'S OR ENGINEER'S RECOMMENDATIONS (WHICHEVER IS MORE STRINGENT) AND FPUA REQUIREMENTS. 22. ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO AWWA C-600. - 2 HR MINIMUM TEST �1/2 L= 148,000 L= LEAKAGE IN GPH S- LENGTH OF PIPE IN FEET D= PIPE DIAMETER IN INCHES P= TESTING PRESSURE IN PSI 23, PRIOR TO ANY TESTING, ALL MAINS 6" IN DIA, AND LARGER SHALL HAVE A SWAB PASSED THRU THE ENTIRE LENGTH OF THE LINE. NOTE. SWAB SHOULD BE PLACED IN 1st, JOINT OF NEW LIME; END OF MAIN SHOULD BE 'TURNED UP" AT 4 5% AND EXTENDED SO THAT .SWABBING AND A FULL BORE FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSY OW THEN BE PLACED. WHERE LINES BRANCH, SWABS WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED. 24, A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPARATION SMALL BE M9G#dINTAINED BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES. 6 INCHES MINIMUM VERTICAL SEPARATION IF WATER MAIN IS OVER WASTEWATER AND 12 INCHES IF WATER MAIN 15 UNDER SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES THE DISTANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE, WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER MAIN PIP E JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS, ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS 25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6 INCHES OF VER77CAL CLEARANCE BETWEEN PIPES .SHALL BE CONSTRUCTED OF DIP AT THE CROSSING, AND ,SHALL BE MECHANICALLY RESTRAINED WITHIN 20 FEE i OF THE CROSSING, 26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. n L E TEE 11 114•, 22 112' CROSS USED AS TEE 45, OR 90° BEND Ki f k F L` REDUCER CROSS USED AS 90' BEND I1... . 1 s//I✓ OFFSET WYE FLIRT PIERCE UTILITIES AUTHOR17Y WASTEWATER CONSTRUCTION I+IOM3, 1. ALL CONSTRUCTON MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF P4E FORT PIERCE U77LMES AUTHORITY' 2. GRAVITY SEWER MAIN SHALL BE POLYWMYL CHLORIDE SDR-26, GREEN OR WHITE IN COLOR, GRAVITY SEWER MAIN SHALL HAVE LOCATOR TAPE WITH `SEWER" MARKED ON TAPE AND SHALL CONFORM TO ASTM D-3034. 3. THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR COMPACTED BASE FOUNDATION. IF NECESSARY, 774E CONTRACTOR ,SHALL U77UZE ROCK TO PROVIDE A FARM AND SUITABLE WWHOLE BASE FOUNDATON. 4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE- MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 5, A 1% MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS. 6. THE CONTRACTOR SHALL FURNISH RECORD N DRA R WIG 1 NFORM4ATION r0 THE ENGINES CONS qImo, WING OF PIPE SIZES; LOCATION OF SERVICE TEE WYES, DIAMETER OF SERVICES LOCATION OF ANY FITTINGS FINAL RIM AND INVERT ELEVATION OF ALL. MANHOLES AND ANY OTHER PERTINENT I TI T NFORMA ON NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT 7. MAINTAIN SIX FEET AND PREFERABLY 10 FEET HORIZONTAL !Z NTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM. WASTEWATER FORCE MAINS, WAa"TEWATE:R COLLECTION LIMES AND STORM SEWERS SHOULD CROSS TINDER WATER MAINS WHENEVER POSSIBLE. A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF 774E LOWER PIPE SHALL BE PROVIDED WHENEVER POSSIBLE: WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND TIME WATER PIPE JOINTS ARE EQUIDISTANCE FROM THE POINT OF CROSSING, AND THE WATER M41N .SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 9, A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUAICI Y COUNTY,/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. NO FIELD CHANGES OR DEV1477ONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL FPUA/C1TY,/COUNTY1FDOT ENGINEER 11, TRAFFIC CONTROL, BARRICADES ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPAR71VENT OF TRANSPORTATION STANDARDS. 12. CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES AUTHORITY 483 HOURS PRIOR TO COMMENNCING CONSTRUCTION; 13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, AND SHALL BE CLASS 150, DR--18, 14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR. 15. FITTINGS SHALL BE DUCTILE IRON, CONFORMING TO ANS11AWWA C-110/A21,10 CLASS 250 MIN, AND INTERIOR EPDXY COATED. 16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR TAPE A4ARKED SEWER ON TAPE: IN ACCORDANCE WITH FPUA SPECIFICATIONS. S 17 MINIMUM COVER SMALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL REQUIRE PRIOR APPROVAL OF 774E UTILMES ENGINEER AND SHALL BE CONSTRUCTED OF DUC77LE IRON PIPE, I& EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY 3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. 19, ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER. 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS P '+ WAS7EWA7E'R CONSTRUCTION NOTES FPUA REQUIREMENTS G— 2 Y 7TES) ONSTRUCTION INO D RE'N'.a m: Si` > D: W47R OASTEWATFP E GWEERiNG +� DESQVEUI COMPUTER FILE TAIL WJW 2OW02 i FT. FIERCE U77LMES AUTHORITY DRAM SCALF-1 Ana N.T1 APPROVO.* SHFXT 2010 I Or L MECHANICAL JOINT RESTRAZVT NOTES NOTES: 1) THE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING THE REQUIRED LENGTH TO BE RESTRAINED BASED UPON THE PROJECT AREA SOIL TYPE, PROPOSED TRENCH CONDITIONS AND DEPTH, PRESSURE OF 150 PSI, AND A SAFETY FACTOR OF TWO (2). A DRAWING OF EVERY TYPICAL FITTING ASSEMBLY WITHIN THE PROJECT A E SUBMITTED WHICH E EC SHALL REFLECTS THE RESTRAINT DETAIL PROPOSED FOR USE, INCLUDING LENGTH OF PIPE RESTRAINT. 2) REQUIRED RESTRAINED LENGTH CALCULA77ONS SHALL ALSO CONSIDER THE COND177ONS OF OTHER BENDS OR FITTINGS THAT WILL BE LOCATED WITHIN THE CALCULATED RESTRAINED LENGTH (L) OF THE BEND OR FITTING IN QUESTION. 3) EVERY JOINT OR FITTING MUST BE RESTRAINED ON BOTH SIDES OF THE REND AND FOR TEES ALONG THE BEND ALSO. STANDARD SEPARATION STATEMENT FOR WATER SE C(MELICTS 1. SANITARY SEWER, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE, SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING UNDER WATER M41NS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 6 INCHES PREFERABLY 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHEN ABOVE; AND AT LEAST 12 INCHES OF SEPARATION WHEN THE WATER U41N IS BELOW. WHERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 6 INCHES VERTICAL SEPARATION, BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (01P,) CENTER ON THE CROSSING'. DIP IS NOT RE LENGTHS OF DIP MUST CENTERED ( q REQUIRED FOR STORM SEWERS.) SUFFICIENT BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 .FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED, ALL R CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING), AT SUCH CROSSINGS 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 STORMWA R FORCE OR PIPELINES CONVEYING M TE RCE MAINS, RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C„ AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F,AC. WHERE A NEW PIPE CONFLICTS WITH AN EXIS77NG PIPE WITH LESS THAN 6 INCHES VERTICAL CLEARANC& THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE; 2. A MINIMUM 3-FOOT HORIZONTAL SEPARATION SMALL BE MAINTAINED BETWEEN && TYPE OF STORM SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE A MINIMUM 3-FOOT; AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN VACUUM TYPE SANITARY SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE A MINIMUM 10-FOOT HORIZONTAL SEPARATION ,SHALL BE MAINTAINED BETWEEN ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE; A MINIMUM 6-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN GR4V1#Y OR PRESSURE TYPE SANITARY SEWER W ID WASTEWATER FORCE' M4A1,'+1, OR PIPELINE CONVEYING .RECLAIMED WATER AM WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO 3 FOOT WHERE 774E BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER IN CASES WHERE IT IS NOT POSSIBLE 7O MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 6 INCHES ABOVE THE TOP OF THE SEWER, WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL. DISTANCE OF 6 INCHES IN PARALLEL INSTALLATIONS THE WATER U41N SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES, THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). .1 ALL DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALE. BE USED AS DETERMINER BY THE DESIGN ENGINEER. MEICHAN CAL 10INT RESTRAINT _ NOTES CRETE SLAB ISLL liLc 6V,ti£R s5PE6YA"ER E�dFd..E14""'Gr' -. "' LC MiSCV 2gA S 2OD602.DWG F 1 PIERCE UTILITIES AUTHfJRtTi Rd . .... ......, 5LL FINISHED GRADE MAXIMUM TRENCH W119TH 2 x PIPE DEPTH + W `�10 � PLACE AND COMPACT PER SPECIFICATION q a 4'" tea cs �; `[, W 0 0>: c> PIPE O.D. + 24 IN. k r MAX. WIDTH r.1 �. INVERT q 7. HAND PLACED LOWER QUADRANT TO BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL NOTES: 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT, 2) INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. TYPICAL TRENCH DETAIL N.T;S. TYPICAL TRENCH DETAIL M-1 L69 COMt��LYdL7E SLAB 5LL .tLC a WA'FE� ASTt'I�a'}M? F�F RE'ERNG _ C sitsC LP£TAILS 2 4J2DWG FT, PIERCE UTILITIES AUTHORITY r, c 2. SL1 ..__....__ ........ ._ _.._..... ...................." ---- .._: C e Ac 2015 t P LETTERING "WATER" OR "SEWER" ON COVER CONC, PAD 24" SQUARE x 4" THICK IN UNPAVED ll( AREAS W/'REINFORCED CONCRETE MESH / ADJUSTABLE VALVE BOX RISER (IF NECESSARY) GATE VALVE f:. fit" l; . ............. .......... .. .......... INSTALL R.P.M. 6" PAST ' THE VALVE BOX WITH THE TRAFFIC FLOW SEE NOTE 12 AN, TRACE WIRE 112" PVC CONDUIT INSTALL R.P.M" BESIDE 5 1/4- WEIGHTED W; LV-E BOX LID & 0 E,O.P. TYLERIUNION PART #12T-147510 - F7N1, GRAD ...... .... ........... 1 VALVE OPERATOR SHALL -- BE NO LONGER THAN gz !6 24" EXTENSION LO THHN MAGNETIC WIRE s � ...:., BINGHAM & rAYLOR 5" HEAVY DUTY VALVE LID W/4" MECHANICAL JOINT SKIRT RESTRAINTS (TYP.) 4905®1-4 T YLER/UNdgN PART 12T-147510 ., y - gya NOTES. 1. BLUE REFLECTIVE PAVEMENT MARKER (RPM) FOR WATER VALVES AND GREEN RPM FOR WASTEWATER VALVES PAVEMENT EDGE. g 4 INSTALL R.P.M. ON THE 2. FOR WATER AND WASTEWATER VALVES INSTALLED IN PAVED PAD OF 5 V*" WEIGHTED AREAS, ELIMINATE CONCRETE PAD AND ENCASE THE MAGNE77C VALVE SOX LID & 0 WIRE IN 1 j2" PVC INSIDE THE VALVE BOX SEVEN INCHES E.0,P. BELOW GRADE VALVE MARKER 12F0: 3, DIP MAY BE USED AS RISERS ONLY IF A VALVE BOX 1S NOT SIZE TYPE VALUE MANUFACTURED FOR THAT DEPTH. NO PVC RISERS UTILITTYY TYPE SHALL BE USED Illy ANY CIRCUMSTANCES. OF TURNS TYPICAL GATE VALVE & VALVE 130X DETAIL N.T.S. TYPICAL GATE VALEr & M-6 I VALVE BOX 7.7ETAIL 9 SLAB SYi w 192YOEE 11 1ATr'E72 "Wa pig R S t>i ALC MISG AETAILS 20050ZDWG FT PIERCE WIL1T7ES AUTHORITY SLL TLC r a s +► r a 0 LLr15 w cn 0 a W W z 0 Wm��-®w EL `" o >-- 0� ce jw o CL�-a00 z =wmwW� 0 i- r uj w Q3�0� M m .Q 0w� En cv zwm0-0 ® 3 0 U) 41 4j �Zm:8U)Z k csw3ww v m: 28 T: 0 � LL 0 2. 3 0) 0 a) j<j^� a) Q 00 la� w co ®Lj- in LL Li ®m �! 0 ct © LL1 w �. 00 Q Eu csa Lu < U) Z w c� Q ® r. �.- m LL- W < fY U LL1 L-g > cr� (D w ci c�a _ c� r J UJ cn W Q m ® a JODAH Ei SlTILE FL. RE6. NM 57396 pog1K,TJ- DATE: 111212021 PROJECT NO. SHE -Q 3 lI DocuSign Envelope ID: 2BD484CF-7CF9-43B9-9668-52E355AEFE84 k CL 24"x24'XI2' SQUARE SIA13 POURED TO GRADE IN UNPAVED AREAS WITH FIBERGLASS MESH REINFORCEMENT AND #4 REBAR ,31 FROM ouIER PEPimETER ------------------------ - ---- --- - - 6':• * P'Vx. 8"x6-45' P.V.C. 1f(8) Lu 0 N nn 0) NOTES: 1. WHERE DIRECTIONAL DRILLING LENGTHS EXCEED 750 LINEAR FEET AND/OR HOPE PIPE DIAMETER EXCEED 12 INCHES, A SECOND LENGTH OF TRACE WIRE SHALL BE INSTALLED. 2. TRACE WIRE SHALL CONFORM TO THE --OLLOWING SPECIFICATION: MANUFACTURER - COPPERHEAD INDUS IES, LLC PART NUMBER - 12456-EHS-500 / '24,56-EHS-1000 / 12458-EHS-2500 PART NUMBER DESCRIPTION - 12 (AW ), 45 (JACKET MIL), B (JACKET COLOR: B=BLUE, C=GREEN, ETC.) - EHS (EXTRA HIGH TRENGTH-HARD DRAWN 11501 BREAKING LOAD STRENGTH) 500 (WIRE LENGTH IN F 177) . ...... WIRE ATTACHMFJVT DIRECT)ONAL B,- M- 16 F'T PIERCE UTIV77ES AUTHORITY POLYETHYLENE TUNING SERVICE MAGNETIC MIRE AFFIXED BY IDEN T7RCA'nON TAPE (Tw') VARIES - EXISTING WATER MAIN CORPORATION L STOP DRY -CON 2' POL YE THYLE1 1E CONNECTOR TUBING SERWC, COMPRESSION TFEE COMPRESSION jEj ii TEE (TIP,) Z STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE W774 I.P. THREAD R/WW AGNE7TC-11 HN WIRE (TYR) 1. BLUE 10 GAUGE THHN WIRE SHALL BE ATTACH TO THE SERVICE LINE AND RAN TO OUTER METERS ONLY. Z WHERE SERVICES UNDER PAVEMENT ARE REQUI?ED, THE POLYETHYLENE TUBING SHALL &L INSTALLED WITHIN SCHEDULE 40 PVC CASING F fPF J. ALL METER SIZES SHALL REQUIRE LOCKABLE M7ER VALVE. (CURB STOP,', 4. MINIMUM COVER IN UNPAVED AREAS SHALL BE 30, IN PAVED AREAS OR PLANNED RWWAYS OR SWALES MIN. COVER SHALL BE 36' 5. POLY SERVICE LINE SHALL VARY IN SIZE PER OMMERCAL USE. 6. F.P.U.A. SHALL. REMOVE METER BOXES AND IN ALL STAND PIPES AT THE TIME OF CONNECTION, (N. 45,) TYPICAL MUL TIP LE WA TER ERCIAL) W-4A SFRWCF ----- CONNEC-90N (C000 - -------------------- -- ------------ - TIC DAIK, ROWSION" syAPPQ: WATX�ZWASTEWATER M!NEEWING LE -c"NE'D., FT. PIERCE UTILITIES AUTHORITY DATE: .......... "N ---------- i ----------------------------- - -- - I CLEANOUT FRAME & COVER U.S. FOUNDRY 7620 OR APPROVED EQUAL ---- x 10" 10' INCREASE P.VC. PLUG 24"924"XI2" SQUARE SLAB POURED TO GRADE IN UNPAVED AREAS WITH FIBERGLASS MESH REINFORCEMENT AND 44 REBAR 3" FROM OUTEflPERIMETER TERMINAL CLEANOUT DETAIL (COMMERCIAL.) (N. T Sj TERMINAL CLEANOUT DETAIL S-4B WASMWAMR mp�R - -- ------ - - - - ------------- IRBE COMMUNITY PROUV QAM� I APPQ: WAMYLWAT_EWAT-El? ENCrNEERING NUP07FR AC SE vffmL 2a0smDwG FT PIERCE UTXMES AUTHORITY �7 DRAWN BY" SCALE' ffi MT.s' APPROVM; DATE: SHEET JLG 2010 24'X24' SQUARE PAD X 4' I -HICK CONCRETE" COLLAR IN UNPAVED AREAS WIREINFORCED CONCRETE MESH 6" PVC-900 PIPE RESILIENT SEAT 6' GATE VALVE W ANCHOR TEE NON -RISING STEM VARIES 24"Y24" SQUARE PAD X 8" THICK CONCRETE COLLAR W/ 4 44 REBAR 3' FROM EDGE OF PAD 4 112- PUMPER NOZZLE FACING ACCESS APPROVED TRAFFIC TYPE HYDRWT R/W AND (2) 2 112- V WITH 5 114' OR 6" VALVE OPENING HOSE NOZZLES GROUND OR PAVEMENT- Y4" NEOPRENE RUBBER '_1 Nr SURF S ACE AROUND HYDRA SET BURY LINE TO BLUE R.P.M. FINISHED GRADE E El VALVE BOX (SEE DETAIL) ---RESIUEIVT SEAT 6' &ATE VALVE "to NON -RISING STEM UNDISTURBED 6" C-900 PV.C, PI SOIL 19FD I CY OF PEA ROCK (MIN) SOIL 6' MJ ANCHOR TEE NOTES. 1. HYDRANT SHALL BE INSTALLED PLUMB & TRUE. 7. EN77RE ASSEMBLY TO BE MECHANICALLY RESTRAINED. 2, HYDRANT SHALL BE PAINTED CARNIVAL RED 8, BLUE LOCATOR SHALL BE PLACED IN CENTER OF TRAVEL FROM FACTORY. LANE CLOSEST TO HYDRANT. 3, HEEL TO REST IN UNDISTURBED SOIL, 9. ALL HYDRANT VALVE BOX COVERS SHALL BE PAINTED 4. THE ONLY HYDRANTS ACCEPTABLE ARE: CARNIVAL RED. MUELLER SUPER CENTURION 250 OR AMERICAN 10. LOCATE WIRE SHALL TERMINATE AT HYDRANT DARLING B-84-8-5. ISOLATION VALVE 5. HYDRANT ASSEMBLY MUST BE RESTRAINED 11. HYDRANTS SHALL BE NO MORE THAN FIFTEEN FEET TO TEE. (15 FT) FROM THE CURB OF ROADWAYS OR FROM THE 6, ALL FITTINGS SHALL BE MECHANICAL JOINT, EDGE OF PAVEMENT CLEARANCES OF SEVEN AND ONE HALF FEET (7FT-61N.) IN FRONT OF AND TO THE SIDES OF THE PRE HYDRANTS, WITH FOUR FOOT (4 FT) CLEARANCE TO THE REAR OF HYDRANTS SHALL BE -,rYF/CAL FIRE HYDPANT ASSEMBLY (N' T. S. 3M BALL MARKER f PLAN R/W I GREEN R. P. M, FINISHED GRADE 1 27PVC RAU CHECK VALVE Fzm 2" COUPLING 2' POLYETHYLENE TUBING 2' STAJNLESS STEEL NIPPLE NOTES: i, roRcc IwAiN CONNECTION SHALL coNsis-r OF A 2' TAPPING sADDtE, 2' STAINLESS STEEL NIPPLE AND 2' THREADED RESILIENT SEAT GATE VALVE 2 GREEN 10 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SERWCE LINE. 3, WHERE SERVICES UNDER PAVEMENT APE REQUIRED, THE POLYETHYLENE 7IJBINO SHALL BE INSTALLED WITHIN SCHEDULE 40 PVC CASING PIPE. 4. MINIMUM COVER IN UNPAVED AREAS SHALL BE 30", IN PAVED AREAS OR PLANNED ROADWAY5, OR SWALES MIN. COVER SHALL BE 36". 2 1/2'* P'VC. SC11 80 CAP W1 w7/4' OUTLET OR APPROVED EQUAL 314- P.Vr,. SCH, 40 OR COPPER III : wili Of FIRE HYDRANT I, BALL VALVE PROPOSED FINISHED--,, -Irk, GRADE N. 0 BACTERIOLOGICAL SAMPLING POINT 0 FIRE HYDRANT (N.TS.) 2x 4' TEMPORARY MARKER (PAINTED BLU E) FORD CURB STOP FINISHED GRADE I' POLYETHYLENE I SERVICE LINE CORPORATION STOP FORD r11o2 OR APPROVED EQUAL STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WITH I.P.T BACTERIOLOGICAL SAMPLING POINT 0 WATER MAIN (N. T S.) NOTE: AFTER TESTING REMOVE 1" RE LINE AND CAP WITH BRASS PLUG AT CORPORATION STOP. ---------- -- -------- BACTERIOLOGICAL SAMPLING PONIT 0-17AK W-6 03-M 192- BY.- I APPD: -EPING DESIGNED7 CVMPUTER FILE I VIAM"ASTEWATER ENONE tf I &C w4mmmmm Fr. wean; Rx-1W14 BY" SC4LE' FT, PIERCE UTILITIES AU7HORffY APPROVED: a47E. 4". GENERAL POLICY WHERE COST JUSTIFIED AND OPERA77ONALLY FEASIBLE IT IS THE GENERAL POLICY OF THE F.P.U.A. TO PROVIDE WATER, ELECTRIC, SEWER AND GAS SERVICE FROM THE STREET SIDE OF A PIECE OF PROPERTY DEPENDING ON FACTORS SUCH AS LOCATION OF EXISTING SUPPLY SOURCE FACILITIES, REAR OR SIDE LOT LINE SUPPLY MAY BE AUTHORIZED, BUT ONLY WITH PRIOR APPROVAL FROM THE F.P.U.A. 1. THE PREFERRED POINT OF CONNECTION TO THE F.P.UA. WATER METER, AREA a SHALL BE LOCATED IN THE CORNER OF THE PROPERTY SELECTED BY THE FP.UA. AS THE BEST LOCATION FOR THE WATER EVERY EFFORT WILL BE MADE TO SELECT E CORNER WHERE TWO Me TH WATER SERVICES AND METERS CAN BE CONNECTED 2. IF PHYSICAL BARRIERS OR OTHER OBSTACLES PREVENT THE CONNECTION OF THE BUILDING SERVICE LINE TO THE F P UA. WATER SERVICE, WITHIN AREA THE FRUA. ENGINEERING DEPARTMENT MAY AUTHORIZE THE CONNECTION ALONG THE POR77ON OF THE " LINE MARKED AREA Q , OR ALONG THE PROPERTY LINES MARKED AREA (D . J. HORIZONTAL SEPARATION OF WATER AND WASTEWATER SERVICES SHOULD BE A MINIMUM OF 6 FEET AND PREFERABLY 10 FEET. 4, ALL METERS SHALL BE INSTALLED IN AN UNRESTRICTED AREA FOLLOWING EASE OF ACCESS AND PROVIDING ADEQUATE PROTECTION. 5. THE FRUA SHALL BE RESPONSIBLE" FOR THE MAINTENANCE AND REPAIR OF THE WATER LATERAL WITHIN THE EASEMENT OR RIGHT-OF-WAY, UP TO THE POINT OF CONNECTION, WATER METER PLACEMENT (N.TS) WATER' METER PLAC&wair POLICY w- 1 lm-?a I COMMUNITY PROUD D47E, RLE I WATa 200&kZD*'8 FT PID?CE UTILITIES AUINORITY DRAWN B)�, SCALE, SLL N.Tla APPROVED, DA7E: .SHEET 1 LIMIT OF UTILITIES AUTHORITY INSTALLATION � ...... ... ... . .... .. ......... ... ... ....... ........ ....... ....... PLAN TEE FOR TESTING 6* NIPPLE WATER METER APPROVED 6ACKFLOW ASSEMBLY 6" NIPPLE 6" NIPPLE 90' ELBOW-----,, 9T ELBOW 2' LOCKABLE 2" CORPORATION CORPORATION 2' LOCKING 2 r TEST PORT ;�E7iR FLANGE CURB STOP TEST PORT FINISHED GRAV& PROFILE 2 COPPER SERVICE PIPE 1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE, NO PLANTS OR TREES WITHIN 18' AROUND METER OR BACKFLOW, NO SOLDER JOINTS. 2. ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90' SEND. -Y,4TER &fETERZa4CKFL0W PREVENTER ASSEMBLY DOMESTIC SERVICE (COMMERCIAL (N.T.S,) - _PL UT -ER METERIBACKPIOW PREVENTER WA7 ASSEMBLY-DOMESW SVirVYZ5 Ak-70? SZE 2- OR 6 W-8 DEW11 S I&C COMMUNITY PROUD -F, I DESIGNED:FILEWAMEZNASTEWAIER JLC YAM DRAKW BY: SCALE ENGINE G FT PIERCE UTILITIES AUTHORITY APPROVED: DATE 'j:T ac 2010 F OF ----------- SEE NOTES --T 4. 4 r. A L PLAN LENGTH OS&Y GATE VALVE, 90' FLANGE/ FLANGE ELBOW FLOiCED TO PLAIN END SPOOL WfTH UY qANCE W FLANGE/ FLANGE ELBOW FINISHED - GRADE 2' CKFLOW-1 BELOW PAD 29' PREVENTER GRADE D.I. SECTION A -A SEAT GATE SERVICE VALVE PIPE k-�-NEOPR'ENE RUBBER (VALVE BOX AROUND STANDPIPE (TYR) NOT SHOWN ADJUSTABLE STANDS FOR CLARITY) (TYP-) TO BE INSTALLED BY RRE CONTRACTOR 24* MIN. NOTES: 1, LANDSCAPING IS REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE, 2.ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90' BEND. J. PRIOR TO POURING THE CONCRETE PAD, VERIFY THAT THE STANDPIPES ARE PLUMB, TRUE AND INSTALLED AT THE SAME ELEVA77ONSIN THE PRESENCE OF AN FPUA INSPECTOR. 4. ALL CONCRETE SHALL HAVE FIBERGLASS MESH REINFORCEMENT WITH 14 RESAR J" FROM THE OUTER PERIMETER SIZE SERVICE LENGTH 53 INCHES 52 INCHES 69 "ACHES 76 INCHES 4 DOUBLE DETECTOR 6 DOUBLE DETFG-TOR 1.9 DOUBLE DEI!L{;'-'OR 10 1 DOUBLE DETECTOR BACKFLOW PREVENTER ASSEMBLY-4'�-10" FIRE SERVICE (N.Ta) rA BACKFLOW PREVENTER ASSEMBLY W-- I c) ( - 4'�-10" FIRE SERVICE` � CONCRETE PAD Isu AcCOMMUNRYPRCUO E-D:Aml REWSION,' I BY: I APFV: WAMRIWASTFWATEP fILE I W47rR DErAN.5 2W602,DM FT PIERCE U77LMES AUTHORiTY DRAW BY, APPROVEO.' MATE:._ 2070 F a f FILE COPY 21 w 2! w Z w Z u Z w :7 m ::F :7 :2 0 0 0 0 0 S. u ui Ld u ui 0 0 0 0 0 5; 5; 5: 5; 5; Ld of Ld UJ Ld 10 or Ncc C14 bi of F- Lu L) m 00 z w ui m x w 3t o -mz w q LQ 0 tl - W - J 0 uj 000�- m ELF- < L- llf� V) z m w 0 � HE I =- 0 0 VD) CO3 CID -0 =fix V) Ld 0 0 nf < LLJ 0 M CN (L 0 M M . u " Z L'i 0 du 0 Fr I-- 0 z Z 0 Ld 3.1 z Z) En 0m<x ujw= 1:=Oxrr ZD u- 0 [1- -3 a- • • • • • • DocuSign Envelope ID: 2BD484OF-7CF9-43B9-9668-52E355AEFE84 .- r r r f -• - r •, - r - r r + i r , • r - - r it r .�., r • • r _ 1 . • x` � + � ..r 1 r . ♦- ♦ ♦ is - �, ♦ - ,1. 1 ► - !; r1. •, • •- r a a a- -♦ # � -• r a r ; r rr - r • � + 1 :# : . ' : ! i+ • •� - ! � • - - • -�qr _, r. , :L � • r- • r :/ •- : �r f , 1 - •. • - - � • • r- - s 1 1. + • :i • • r • i • • ;,. ,, • ♦^ - ! ' Rt: :'fir : ,:. :. �� : �, ... •..:. r.: • • :I• -'• f r r :r � 1♦ iI • r f r rar s • • i w r r r r w •r a• r r ! • i • •h , r r ! .`. r Hatch Net TBA C of PUMP AND SUMP SS LIFTING CABLE 2" NPT INLET HUB FLANGE EL."A" HIGH LEVEL EL."B" ALARM LAG ON EL."Co f ,w . - • i r. , r •ar r • r . •• « • •• - - ! •Ir -• - r•Fm 7 ♦ r as • / - • �, 1 . t •' • � • .. t r r � i !THE UNDER THIS SECTION. THE CONTRACTOR SHALL SUPPLY ALL ELECTRIC POWER, WATER OR FACES, THE CAST IRON DISCHARGE CONNECTION, BE BOLTED TO FLOOR OF WASTEWATER, LABOR, EQUIPMENT AND INCIDENTALS REQUIRED TO COMPLETE THE FIELD THE WET WELL AND DESIGNED SO AS TO RECEIVE THE PUMP CONNECTING FLANGE TESTS. WITHOUT THE NEED OF ANY BOLTS OR FASTENS 2. PRIOR TO THE FiNAL TEST, THE CONTRACTOR SHALL FLUSH ALL INFLUENT LINES TO 38S s.S.� A. PUMP MOTORS RATED FOR 2 AND 2.5 HORSE OWER SHALL BE NEMA DESIGN B THE STATION AND THEN SHALL REMOVE ALL DEBRIS AND SEDIMENT THAT HAS UNISTRUT (OR HOUSED IN AN OIL FILLED CASING. PUMP MOTOR 3 HORSEPOWER AND LARGER SHALL ACCUMULATED, IN THE STATION BOTTOM. EQ) BE NEMA DESIGN B ROUSED IN AN AIR FILLED ING. ALL MOTORS SHALL HAVE 3, 161E FINAL ACCEPTANCE TEST SHALL DEMONSTRATE THAT ALL ITEMS OF THESE CLASS F INSULATED MOISTURE RESISTANT WINDINGS. THE TEMPERATURE AT ANY POINT iN SPECIFICATIONS HAVE BEEN MET BY THE EQUIPMENT AS INSTALLED AND SHALL INCLUDE, THE WINDINGS SHALL NOT EXCEED 155 C AT ANY LOAD ON THE OPERATING CURVE OF B NOT BE UNITED T0, T HE FOLLOWING TESTS: BA.(� THE PUMP. BIMETALLIC THERMAL SWITCHES 5 BE IMBEDDED IN EACH P4ASE OF THAT THE QUICK RELEASE T LIFT OUT FEATURE FUNCTIONS PROPERLY AND ALLOWS THE THE WINDING TO SENSE HIGH TEMPERATURE. THE RATING OF THE SWITCH SHALL BE PUMP TO BE RAISED AND LOWERED PROPERLY. 1200C f 50C. THE CONTROL CURRENT SHALL BE CONNECTED THROUGH THE B. THAT ALL UNITS HAVE BEEN PROPERLY INSTALLED AND ARE IN CORRECT ALIGNMENT. BIMETALLIC SWITCHES SO THE MOTOR IS SHUT DO SHOULD A HIGH TEMPERATURE C. THAT THE UNITS OPERATE WITHOUT OVERHEATING OR OVERLOADING ANY PARTS AND CONDITION EXIST, THE SWITCHES SHALL BE SELF RESETTING WHEN THE MOTOR COOLS. WITHOUT OBJECTIONABLE VIBRATION. 4. PUMP MOTOR: D. THAT THERE ARE NO MECHANICAL DEFECTS IN ANY OF THE PARTS. B. SINGLE PHASE MOTORS SHALL BE OF THE EXTERNAL CAPACITOR START CAPACITOR E. THAT THE PUMPS CAN DELVER THE SPECIFIED PRESSURE AND QUANTITY OF RAW, RUN TYPE FOR HIGH STARTING TORQUE. MOTORS THAT HAVE INTEGRAL START UNSCREENED SEWAGE. 3/4- HOSE BIBB W/ CAPACITORS INSIDE THE MOTOR HOUSING SHALL N T BE ACCEPTABLE. F. THAT THE PUMP SENSORS AND CONTROLS PERFORM SATISFACTORILY AS TO CONTROL TER BACKFLOW PREVENTER C. OIL FILLED MOTORS OF 2 & 2.5 HORSEP .. SHAHBE ENCLOSED IN A TYPE SEQUENCE, IE, CORRECT START AND STOP ELEVATIONS, AND PROPER ALARM LEVEL WATTS OR EQUIV. ( ) 316 STAIN STEEL OUTER HOUSING. AIR FI MOTORS 3 HORSEPOWER AND FUNCTIONS. ABOVE SHALL HAVE CAST IRON HOUSINGS EQUIPPED WITH EXTERNAL COOLING FINS. 4. IF THE PUMP PERFORMANCE DOES NOT MEET THE SPECIFICATIONS, CORRECTIVE D. THE PUMP/MOTOR SHAFT SHALL BE CONSTRUCTED OF 420 STAINLESS STEEL AND MEASURES SHALL BE TAKEN OR THE PUMPS SHALL BE REMOVED AND REPLACED WITH SHALL BE KEYED TO ACCEPT THE IMPELLER. THE IMPELLER SHALL BE SECURED TO PUMPS WHICH SATISFY THE CONDITIONS SPECIFIED. A 24-HOUR OPERATING PERIOD OF THE SHAFT BY A STAINLESS STEEL LOCKING BOLT OR NUT. SHAFTS THAT HAVE THE PUMPS WILL BE REQUIRED BEFORE ACCEPTANCE. IF A PUMPING STATION CAN NOT BE 3j4• COPPER RISER-- TAPERED OR THREADED ENDS FOR SECURING THE IMPELLER WILL. NOT BE ACCEPTABLE. PUT INTO REGULAR SERVICE BECAUSE OF THE LACK OF WASTEWATER OR DISCHARGE E. SEALING OF THE POWER CABLE ENTRANCE INTO THE TERMINAL CHAMBER SHALL BE FORGE MAINS, THE STATION SHALL BE *EXERCISED" AT A MINIMUM OF TWO TIMES A PRCAADED BY A BUNA-N GROMMET IN A COMPRESSION FITTING. EPDXY OR OTHER MONTH BY THE CONTRACTOR. SLEEVE REQUIRED,.,, COMPOUNDS USED IN THE SEALING OF THE POWER CABLE ENTRY IS UNACCEPTABLE. THE TERMINAL CHAMBER SHALL BE ISOLATED FROM THE MOTOR CHAMBER BY A WATERTIGHT ,S - R AND FORGE MAIN NOTES: BARRIER. 5. CABLE: TO WATER SUPPLY PUMP MOTOR CABLE SHALL BE OF THE SO/SOW TYPE SUITABLE FOR SUBMERSIBLE PUMP GENERAL APPLICATIONS WITH THE RATING PERMANENTLY EMBOSSED ON THE CABLE. CABLE LENGTH - POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO SHALL BE SUFFICIENT TO REACH THE CONTROL PAqEL WITHOUT THE NEED FOR JUNCTION A DEPTH OF SIXTEEN FEET, BOXES OR SPLICES. CABLE SIZING SHALL CONFORM TO NEC REQUIREMENTS FOR THE GRAVITY SEWER PIPE AND FITTINGS FULL LOAD CURRENT OF THE PUMP MOTOR. THE FOWER CABLE FROM EACH PUMP SHALL - GRAVITY' SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH BE PULLED TO THE CONTROL PANEL THROUGH A MINIMUM OF A 2" DIAMETER CONDUIT. POLYVINYL CHLORIDE PiPE AND SHALL. CONFORM TO THE LATEST A► ASTM DESIGNATION D 3034—SDR 35. a/a' BDLIS (a: FEW LOCATE h ---LIGHTENING ARRESTOR FIELD MOUNTED BY ELECTRICIAN TO SERVICE LOCATION (VMFY W/ POWER CO.) SEAL -OFFS - (2-) (2)-2- CONDUITS REQ'D FOR 2 H.P. PUMPS (3)- 2" CONDUITS REQ'D FOR 3 H.P. AND LARGER PUMPS -WATER LEVEL CONTROL -TO PUMP No. 1 TO PUMP No.2 ®2" 316 S.S. PIPE OR EQUIV. POSTS 2" MINIMUM •^� --- GRADE .. a a ®e ® ''®Av• CONCRETE SLAB 48" Lx12" Wx1O" D OR CONCRETE AROUND POSTS GROUND ROD 12" o, x 24" DEEP LDCXING BAR L• 1/4-X ALUIL (AS $ ANTi-FLOTATION PLATE 2" DISCHARGE CONNECTION BY OTHERS AS REQUIRED �- OF ALUMINUM ACCESS OPENING-q VALVE WITH HOLD OPEN ARM VAULT r Z PVC P---, BALL VALVE 18" 3 PLACES 2" PVC STUB 3 PLACES L ANTI -FLOTATION PLATE 1 1/4" DRAIN PIPE & CONNECTIONS BY OTHERS - 1 1/4" CHECK VALVE -2"0 SCH 40 GUIDE PIPE, SS 2" SCH 80 DISCHARGE PIPE PVC 1 1 /14- TO 2" REDUCER 6 CONCRETE BALLAST BY CONTRACTOR vm 1.82 CUBIC YARDS PER FOOT OF DEPTH SEArrESS STEEL HINGES W/ TAMPER PROOF FASTENERS S.ST. t ALUM. POSWE LOWNG HOLD OPEN ARM (COVER SHMN N OPEN POSf11ON) J SECTION B—B •41. IN' ':-• I'1;1 I -.�u iA t�A, ! .11' 'JA -1 =. [MOW —� IIIIIIIIII iIIIII, � 1 . f 1 f ..! 1 _ } A . • s,:i: : • - 1: ]I:: .. LI "t � . .IPA .: Y ,�. Irl . - ♦ .. :, - • • - .. �„ , , ; . w. _ . 1 ,: �' ► �. � �. r� ' � � __ is AMA 1111111111111111ril:1 • r ..• r 1 i - • -u ' .' ► :• �.. .Ir • - • r s• ., • rr ,� �,#i/1 � •' r : :fir 'i r • - j■ B, � l �� t � NOTES VALVE BOX LID SHALL BE PAINTED BLUE FGI WATER AND YELLOW FOR FORCE MAINS VALVE TES 1.) CONTRACTOR TO LOCATE AND INSTALL INLET HUB IN FIELD. 2.) ALL DIMENSIONS ARE IN INCHES. 3.) CONTROL PANEL TO BE NEMA 3R S.S. DI,Y3LEX ELECTRICAL: DESIGN ASSUMES SINGLE PHASE IS AVAILABLE. OWNER/ CONTRACTOR IS TO COORDINATE WITH FPL, AND CONFIRM SINGLE PHASE AVAILABILITY. 4.) PANEL / PUMPING STATION TO INCLUDE: a. EMERGENCY POWER RECEPTACLE, COMPATIBLE WITH F.P.UA. UTILITY DEPT. EMERGENCY MAINT. EQUIPMENT. b. EMERGENCY PUMP —OUT COUPLING BY "KAM—LOC", COMPATIBLE WITH F.P.U,A. UTILITY DEPT. EMERGENCY MAINT. EQUIPMENT. C-ALARM LIGHT & HORN 10 INDICATE HIGH LEVEL & ALARM ELEVATIONS. d. LIGHTNING ARRESTOR 5.)PUMP REQUIREMENTS 6.) ALL HARDWARE (NUTS, BOLTS, WASHERS, HINGES ETC.) Q = 38 G.P.M. TO HE' 304 S.S. H=46FT ABS PIRANHA PIR—S20/2 7.) ALL VALVES, FITTINGS, CHECK VALVES, ETC. TO BE 5.63,1 IMPELLER AS APPROVED ROVED BY a P I.R.C. UTILITIES. CONTRACTOR MUST 3340 RPM, SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR 1 1/4" DISCHARGE TO rl-IONSTRUCTION. ALTERNATE PUMP MANUFACTURERS WILL BE CONSIDERED Owl I • t s Ir , • 11 • •� � �LT • 1 A r agiv Isizih I I }■ r • i. • ■ 1 r: s •� r. - r --a: tom-- '1' •♦ f. lr.. LA PD7B i 2 a C92 PUMP NO. 1 7B 1 2 4 5 g 7 8 11 12 13 -- �_ Ir i I' T- b I ii I �,pl I II i F 1e�'H 1 I 1 2ND ON LE.,JEL r, 15T P,.,1 LEVEL Ln:t", — OFF LEVEL PI P°2 GELD 7-AL FALUM CONTROL BACKPLATE � 4y . r f Y: s �•. er c•,A r•• �:! r, r FItE COPY �j�' l�Lt)I,?, z I�— z z z z w LII w w 0 0 0 0 w m x w W w w n- IZ a- n- o 0 0 0 w w w w in 5 5. � S w W w Id x x a: Cr 0cli 0 0 m ®ww zLEn ucn 0 Xrrwz32- 0 J W DE � - q u- a rr z W W S W®= J a M X:<of F'awjyLil 00 0 `�� ,�1QW�D1: 0 m ® e ow a-cnz®® 5 ^9 n Z F- Nz2� uFyF-- y� o a-zT: zz� BWrZWs[zD(n U wW®xxxz� • r / 1 r• • l i r 1 � �f r I r • • � r i i fr iW ■ � r y is ri ' � � r �a• ik�• r ODAH B. BITiLE (`�, L. RM NO. 57396 '�,.,/o C Kq , DATE: 11/2 j2021 PROJECT NO. SHEET 20-0831 13 DocuSign Envelope ID: 2BD4840E-7CF9-4399-9668-52F=355AEFE84 CONCRETE OIL MMORE 0MAORCIAL REAL rY ONE S 7 OR VD) INMSTIVIRS I LLC METAL BUILDING (OCOMED) z z z z LB Lij Lli Ld 0 0 0 0 5; 5; 5; Ld LLJ Ld Ld Nf O Ld Lki LL Er C) C) D LLID m uj a Lij C) --3 Lu rr z Lj Vi 00 �-Oxw 6 C) 0� X LJ X �n- Z 0 L,jCL F-- , 0- Uj X 0- UJ Ln 0F-- ODE M-Jwwm W Ld Z M ,F-000, --co, L'i FDEW w EL 0 m U Ld m < X LL, Df Ln uj 01) b Lxd 0< x N n- m En 0� >- 0 UJ a. V, z ui 0 fn 0 0 N Q � " w 3r - Sic z D En wuix 0W�<w MMOEEM 0 (D 0 < C) (D co ED a-, 0 • (D co CO LL • 0 0 E 0 0 0 ■ 0 uj (n z 0 z 0 CC Lli LLJ CL N ftf 0 N (D m -T (n 0 ]E LLJ 0-) F— C5 Zzz < I— Z_ L 0■ Lw- z > LLJ 0 Pm: LL U) m < ry LIJ LLJ > Ld U < 0 a. z Lu 111ifft-113112 ODAH B. EATIE 6-W, L RE& NO. 57396 000A- DATE-- 111212021 PROJECT NO. SHEET 2 0 -U'-'8 31 14 DocuSign Envelope ID: 2BD484CF-7CF9-43B9-9668-52E355AEFE84 SPECIFICATIONS FOR SUBMERSIBLE CRINGER LIFT STATION PART 1 GENERAL 1.01 WORK INCLUDED 1. THE WORK INCLUDED UNDER THIS SECTION CONSISTS OF FURNISHING 2.04 cONTROL PANEL: A PUMP STATION CONTROL PANEL SHALL BE PROVIDED FOR EACH PUMPING STATION. PIPE MATERIALS - PRESSURE FORCE MAIN SUBMERSIBLE GRINDER PUMPS, MOTORS, CONTRO AND RELATED EQUIPMENT FOR THE Co4TROL PANEL SHALL RESPOND TO LIQUID L FLOAT SWITCHES TO _ PVC PIPE SHALL BE BLUE IN COLOR SS CABLE RACK (WATER) AND GREEN IN COLOR (FORCE MAIN). THE PUMP STATION AS SHOWN ON THE DRAWINGS D SPECIFIED HEREIN. THE AUTOMATICALLY START AND STOP THE PUMP TO COMPENSATE FOR VARIATIONS IN PUMP 2" OFF -SITE FORCE MAIN AND FITTINGS STATION SHALL BE FULLY TESTED, COMPLETE, AND OPERATING CONDITION. STATION INFLUENT FLOW AS WELL AS PROVIDING VISUAL D AUDIBLE ALARMS AT HIGH - 1.02 QUALITY ASSURANCE WETWELL LEVELS AND VISUAL ALARMS UPON DETECTION OF MOISTURE IN THE PUMP. 1. UNIT INTEGRITY: THE PUMPS, MOTORS, CONTROL PANEL, ACCESS COVER, AND PANEL SHALL BE AS MANUFACTURED BY ELECTRIC SPECIALTY OR STACON, THE PUMP 1.) POLYVINYL CHLORIDE (PVC) PIPE PER ASTM D2241, SDR-21, 200 PSI WITH PUSH ON GUIDE RAIL ASSEMBLIES SHALL BE SUPPLIED BY TiE PUMP SUPPLIER TO INSURE CONTROL PANEL_ SHALL BE THE STANDARD SYSTEM OF THE MANUFACTURER AS TYPE JOINTS WITH INTEGRAL WALL BELL FITTINGS SHALL BE PVC- 0-1784, UNIT INTEGRITY. MODIFIED FOR THIS APPLICATION. THE WETWEIL LEVELS TO BE MAINTAINED IN OPERATION CLASS 2DO WITH GASKETED BELL JOINT PER ASTM-D-3139/F477, DIP PUSH ON OR 2. PUMP TESTS: THE PUMP SUPPLIER SHALL PER RM THE FOLLOWING TESTS ON ARE AS SHOWN ON THE DRAWINGS. MECH JOINT FITTINGS PER AWWA C153 MAY ALTERNATIVELY BE USED. EACH PUMP BEFORE SHIPMENT FROM THE SUPPLIER: A MEGGER THE PUMP FOR INSULATION BREAKS OR MOISTURE. 1. OPERATION REQUIREMENTS: 2.) POLYETHYLENE PIPE (PE-3408 PER AWWA C-901-88 CLASS 200, DR), AND SHALL HAVE B. INTERNALLY PRESSURIZE THE MOTOR HOUSING T 5 PSI WITH A HALOGEN GAS. CHECK A. THE CONTROL PANEL SHALL INCLUDE A MAIN CIRCUIT BREAKER, A MOTOR CIRCUIT A WORKING PRESSURE OF 200 PSI. DIMENSIONAL TOLERANCES SHALL CORRESPOND WITH FH GAS DETECTOR. PROTECTOR, AND MAGNETIC STARTER, FOR EACH PUMP MOTOR, AND 15 AMPERE, 120 ASTM D-2239, SDR OF 9. JOINTS SHALL BE EITHER BY BUTT FUSION OR BY Cam. VERIFY VOLT GEGSETTING MATCHES ORDER EQUI EMENTSS. VOLT CIRCUIT BREAKERS AS REQUIRED FOR CONTROL CIRCUITS AND DUPLEX RECEPTACLE, COMPRESSION TYPE, W/ A TOTALLY CONFINED GRIP SEAL AND COUPLING NUT, STAINLESS D.PUMP SHALL BE RUN DRY TO VERIFY ROTATION, RASE BALANCE, AND DYNAMIC BALANCE B. ALL PUMP CONTROL OPERATIONS SHALL BE ACCOMPLISHED BY A FLOAT TYPE LIQUID STEEL TUBE STIFFENER INSERTS SHALL BE USED, SERVICE SADDLES AT TAP SHALL BE E. A WRITTEN CERTIFIED TEST REPORT GIVING THE OVE INFORMATION SHALL BE LEVEL CONTROL SYSTEM OPERATING ON A 110 VOLT CIRCUIT. ALL CONTROL COMPONENTS STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE W/ CORP STOP. SUPPLIED WITH EACH PUMP AT THE TIME OF SHIP ENT. SHALL BE MOUNTED IN ONE COMMON ENCLOSURE. F. EACH PUMP CABLE END SHALL BE FITTED WITH RUBBER SHRINK FIT BOOT TO - FORCE MAIN SHALL HAVE A MIN OF 36- COVER, EXCEPT 42- COVER UNDER TRAFFIC AREA'S. 48" - P3ROT CSTRA$ffD El�AR�S RI IMR_UANUA= 2-0 ® EWITH NGLUED STOCKING PROGRAM: THE LIMP SUPPLIER SHALL HAVE A LOGO SCH 80 PVC JOINTS OR PIPE AS SPECIFIED ABOVE. GUARANTEED PARTS STOCKING PROGRAM IN THE ATE OF FLORIDA. THESE PARTS SHALL ALTERNATE THE POSITION OF THE "LEAD" AND ' PUMPS AFTER EACH PUMPING CYCLE. a INCLUDE AT LEAST ONE SET OF SPARE PARTS AS STED BELOW FOR EACH PUMP D. PROVISIONS FOR THE CONNECTION OF EACH PUMP'S THERMAL LOADS I A VALVES SUPPLIED ON THIS CONTRACT. IF THE PUMP SUPPLIER DOES NOT MEET THIS REQUIREMENT SERIES CONFIGURATION WITH THE HOLDING COIL OF THE APPROPRIATE PUMP STARTER GATE VALVES: FOR A GUARANTEED STOCK PROGRAM, THE CONTRACTOR SHALL FURNISH THE FOLLOWING SHALL BE MADE:. THIS CIRCUIT SHALL SHUT THE PUMP N IN THE EVENT OF MOTOR - ALL BURIED VALVES SHALL BE RESILIENT SEATED GATE VALVES WITH SPARE PARTS FOR EACH PUMP. OVERTEMPERATILk. BRONZE BODY, BRONZE -MOUNTED, RESILIENT SEATED, NON -RISING " UPPER UP SEAL INSPECTION PLUG WASHERS THE CIRCUIT SHALL BE AUTOMATICALLY RESETTING. APPROPRIATELY MARKED TERMINALS(EXCEPT FIRE LINES - OS & Y TYPE FLANGED) TYPE WITH "0- LOWER MECHANICAL SEAL I CUTTERS PEELER BOLT KEY SHALL BE PROVIDED FOR THE CONNECTION OF THE PUMP THERMAL OVERLOAD LEADS. RING' SEALS. VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARD CABLE U PER BEARING 2. CONSTRUCTION: 21.11. CABLE ENTRY WASHER/GROMMET L WER BEARING A. THE ELECTRICAL CONTROL EQUIPMENT SHALL BE MOUNTED WITHIN A NEMA TYPE 3R PLUG VALVES: COMPLETE SET OF O-RINGS C MPLETE SET OF 0-RINGS DEAD FRONT ENCLOSURE, CONSTRUCTED OF NOT LESS THAN 14 GAUGE TYPE 3D4 - CAST IRON BODY NON -LUBRICATED, ECCENTRIC: TYPE, WITH RESIDENT 4. THE PUMP SUPPLIER SHALL HAVE A FACTORY ORIZED SERVICE FACILITY WITHIN A STAINLESS STEEL. SEATED PLUGS. VALVE SURFACES SHALL BE 9OX NICKEL. GEAR ITY ZQQ MILE RADIUS OF COF RO VEBEACH CAPAB OF IN SHOP MOTOR REWINDS. NO B. THE ENCLOSURE SHALL BE EQUIPPED WITH A RAIN DRIP SHIELD ON TOP AND A DEAD ACTIVATORS SHALL BE WITH SEALED ENCLOSURES, VALVES SHALL HAVE 2" PART PUMP BEING REPAIRED SHALL LEAVE TH STATE OF FLORIDA FOR REPAIR. FRONT OUTER DOOR FITTED WITH A PIANO TYPE HINGE AND A LOCKING HASP. ACTUATING NUTS. VALVES SHALL BE RATED FOR 150 P.S.I. gPRIT� AOUFA 1, 0 COLL MATERIALS REQUIRED TO ESTAB SH COMPLIANCE WITH THE C. AN ALUMINUM INNER DOOR SHALL HAVE CUTOUTS TO EXPOSE THE OPERATING - VALVES AT LIFT STATION W/ VALVE BOX: TRU UNION, FULL PORT PVC BALL SPECIFICATIONS SET FORTH HERE SHALL BE SUBMITTED TO THE ENGINEER. SUBMITTALS HANDLES OF ALL BREAKERS AND SHALL INCORPORATE THE COMPONENTS NECESSARY FOR VALVE. SHALL INCLUDE AT THE FOLLOWING: AN OPERATOR 1-0 CHECK THE STATUS OF A PUMP. MARKING A EQUIPMENT DIMENSION DRAWINGS ANCHOR BOLT 1E B. TECHNICAL DATA ON THE PUMP AND MOTOR MA LAYOUTS AND WEIGHTS RL41S U CONSTRUCTION D. CONTROL COMPONENTS SHALL BE MOUNTED ON A REMOVABLE BACK PLATE THAT IS SECURED TO THE ENCLOSURE WITH COLLAR STUDS. - TWO-INCH WIDE IDENTIFICATION TAPE SHALL BE SPIRAL-W PED OR C. MOTOR ELECTRICAL DATA E. ALL CONTROL COMPONENTS SHALL BE MARKED LEGENDS FOR EASY IDENTIFICATION. AFFIXED THE TOP OF THE PIPE. TAPE SHALL HAVE THE D. HYDRAULIC PERFORMANCE CURVES F. CONTROL WIRE SHALL BE MINIMUM 18 GA. AWG, U.L. 1015. ALL CONTROL WIRE WORDS 'WATER MAIN" OR "FORCE MAIN" IN 3/4- HIGH LETTERS E. COMPLETE BILLS OF MATERIALS F. CONTROL PANEL LAYOUT DRAWINGS, SCHEMATICS, AND BILLS OF MATERIALS SHALL BE ROUTED THROUGH PLASTIC WIREWAYS WITH SNAP ON COVERS AND BE NEATLY APPEARING ONE OR MORE TIMES EVERY 24 INCHES. 2. ANY EQUIPMENT THAT DOES NOT CONFORM WM I ALL OF THE DETAILED REQUIREMENTS BUNDLED AND TIE WRAPPED TO FORM A NEAT ASSEMBLY. EACH WIRE SHALL BE - PIPING SHALL BE INSTALLED WITH #10 GA. THWA INSUL STRANDED ALUMINUM ACCESS OPENING OF THE SPECIFICATIONS, SHALL BE ACCOMPANIED COMPLETE DESCRIPTIONS OF NUMBERED BOTH ENDS WITH BRADY TYPE WIRE MARKERS. COPPER WIRE ATTACHED FOR LOCATING PURPOSES. WITH HOLD OPEN ARM DEVIATIONS AND ALL NONCONFORMING ASPECTS. FAI LIRE TO DESCRIBE ANY AND ALL G. EACH CONDUIT ENTERING THE CONTROL PANEL FROM THE WET WELL SHALL BE FITTED INSTALLATION WITH A SEAL OFF CONNECTION AS SHOWN ON THE DRAWINGS. EACH SEAL OFF SHALL BE - MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A,W.WA. 3" VENT -� • Wm A,4II W WIN a -• 1 r r a• r .. „ r-:,r Ir • rar { +y r a' r • • • • . rl { • • r• '• 1 r •{ r r. 1. , ••1• :/ MW r _ r • •' ►:•p 1 •., .- as :•! ) •-r 3niT.T7%T.S1 ra � • r- r r . • ! - r - - - r•• • r • a • • • r r r ♦ • r r r ' i r • r i 11`,� ' as • # • r •ri •' • ► 1 • i • r • `r a a- • r • { • r r r r # • r • r . _ ar • - - • • i • r r r • • { r r r► • # r r• # �# • r � s f_ r a •. r � • • _• TUV ItIL PUMV, UNDER THIS SECTION. THE CONTRACTOR SHALL SUPPLY ALL ELECTRIC POWER, WATER OR FACES. THE CAST IRON DISCHARGE CONNECTIONS BE BOLTED TO THE FLOOR OF WASTEWATER, LJABOR, EQUIPMENT AND INCIDENTALS REQUIRED TO COMPLETE THE FIELD THE WET WELL AND DESIGNED SO AS TO RECEIVE I HE PUMP CONNECTING FLANGE TESTS. WITHOUT THE NEED OF BOLTS OR FASTENERS A PUMP MOTORS RATED FOR 2 AND 2.5 HQRSEP WER SHALT_ BE NEMA DESIGN B 2. PRIOR TO THE FINAL TEST, THE CONTRACTOR SHALL FLUSH ALL INFLUENT LINES TO 316 S. UNESTRUr (OR HOUSED IN AN OIL FILLED CASING. PUMP MOTORS 3 HORSEPOWER AND LARGER SHALL THE STATION AND THEN SHALL REMOVE ALL DEBRIS AND SEDIMENT THAT HAS ACCUMULATED IN THE STATION BOTTOM. EQ) BE NEMA DESIGN B HOUSED IN AN AIR FILLED CAST G. ALL MOTORS SHALL HAVE 3. THE FINAL ACCEPTANCE TEST SHALL DEMONSTRATE THAT ALL ITEMS OF THESE CLASS F INSULATED MOISTURE RESISTANT WINDINGS. I THE TEMPERATURE AT ANY POINT IN SPECIFICATIONS HAVE BEEN MET BY THE EQUIPMENT AS INSTALLED AND SHALL INCLUDE, THE WINDINGS SHALL NOT EXCEED 155 C AT ANY LAD ON THE OPERATING CURVE OF BUT NOT BE LIMITED TO, THE FOLLOWING TESTS: THE PUMP, BIMETALLIC THERMAL SWITCHES SHALL E IMBEDDED IN EACH PHASE OF A. THAT THE QUICK RELEASE UFT OUT FEATURE FUNCTIONS PROPERLY AND ALLOWS THE THE WINDING TO SENSE HIGH TEMPERATURE. THE ITLNG OF THE SWITCH SHALL BE PUMP TO BE RAISED AND LOWERED PROPERLY. 1200C t 50C. THE CONTROL CURRENT SHALL BE C NNECTED THROUGH THE B. THAT ALL UNITS HAVE BEEN PROPERLY INSTALLED AND ARE IN CORRECT ALIGNMENT. BIMETALLIC SWITCHES SO THE MOTOR IS SHUT DOWt SHOULD A HIGH TEMPERATURE C. THAT THE UNITS OPERATE WITHOUT OVERHEATING OR OVERLOADING ANY PARTS AND CONDITION EXIST, THE SWITCHES SHALL BE SELF- (SETTING WHEN THE MOTOR COOLS. OUT OBJECTIONABLE VIBRATION. 4. PUMP MOTOR: D. THAT THERE ARE NO MECHANICAL DEFECTS IN ANY OF THE PARTS. B. SINGLE PHASE MOTORS SHALL BE OF THE EXTEiw%L CAPACITOR START CAPACITOR E. THAT THE PUMPS CAN DELIVER THE SPECIFIED PRESSURE AND QUANTITY OF RAW, RUN TYPE FOR HIGH STARTING TORQUE. MOTORS TiAT HAVE INTEGRAL START UNSCREENED SEWAGE. 3/4" HOSE BIBB W/ CAPACITORS INSIDE THE MOTOR HOUSING SHALL N01 BE ACCEPTABLE. F. THAT THE PUMP SENSORS AND CONTROLS PERFORM SATISFACTORILY AS TO CONTROL BACKFLOW PREVENTOR C. OIL FILLED MOTORS OF 2 2.5 HORSEPOWER HALL BE ENCLOSED IN A TYPE SEQUENCE; IE, CORRECT START AND STOP ELEVATIONS, AND PROPER ALARM LEVEL (WATTS OR EQUIV.)- 316 STAINLESS STEEL OUTER HOUSING. AIR FILLED MOTORS 3 HORSEPOWER AND FUNCTIONS. ABOVE SHALL HAVE CAST IRON HOUSINGS EQUIPPED WITH EXTERNAL COOLING FINS. 4. IF THE PUMP PERFORMANCE DOES NOT MEET THE SPECIFICATIONS, CORRECTIVE D. THE PUMP/MOTOR SHAFT SHALL BE CONSTRUCT D OF 420 STAINL.EsS STEEL AND MEASURES SHALL. BE TAKEN OR THE PUMPS SHALL BE REMOVED AND REPLACED WrrHk SHALL BE KEYED TO ACCEPT THE IMPELLER. THE I FELLER SHALL BE SECURED TO PUMPS WHICH SATISFY THE CONDITIONS SPECIFIED. A 24-HOUR OPERATING PERIOD OF 4 THE SHAFT BY A STAINLESS STEEL LOCKING BOLT NUT. SHAl THAT HAVE THE PUMPS WILL BE REQUIRED BEFORE ACCEPTANCE. IF A PUMPING STATION CAN NOT BE 3/4" COPPER RISER-- TAPERED OR THREADED ENDS FOR SECURING THE I PEELER WILL_ NOT BE ACCEPTABLE. PUT INTO REGULAR SERVICE BECAUSE OF THE LACK OF WASTEWATER OR DISCHARGE E. SEALING OF THE POWER CABLE ENTRANCE INTO THE TERMINAL CHAMBER SHALL BE FORCE MAINS, THE STATION SHALL BE "EXERCISED" AT A MINIMUM OF TWO TIMES A PROVIDED BY A BUNA-N GROMMET IN A COMPR ION FITTING. EPDXY OR OTHER MONTH BY THE CONTRACTOR. SLEEVE REQUIRED--® COMPOUNDS USED IN THE SEALING OF THE POWER LE ENTRY IS UNACCEPTABLE. THE TERMINAL CHAMBER SHALL BE ISOLATED FROM THE AOTOR CHAMBER BY A WATERTIGHT SEWER A, N ® FO R C; E MAIN N O TES BARRIER. TO WATER SUPPLY 5. CABLE: PUMP MOTOR CABLE SHALL BE OF THE SO/SOW TYPE SUITABLE FOR SUBMERSIBLE PUMP GENERAL APPLICATIONS WITH THE RATING PERMANENTLY EMBi SSED ON THE CABLE LE LENGTH - POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO c__ SHALL BE SUFFICIENT TO REACH THE CONTROL PAN L WITHOUT THE NEED FOR JUNCTION A DEPTH OF SIXTEEN FEET. BOXES OR SPLICES. CABLE SIZING SHALL CONFORM TO NEC REQUIREMENTS FOR THE GRAVITY SEWER PIPE AND FITTINGS FULL LOAD CURRENT OF THE PUMP MOTOR. THE ER CABLE FROM EACH PUMP SHALL GRAVITY SEWER LINES AND LATERALS S' BE STRENGTH BE PULLED TO THE CONTROL PANEL THROUGH A MINIMUM OF A 2" DIAMETER CONDUIT. POLYVINYL. CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ALL FLOAT SWITCHES SHALL BE PULLED THROUGH A SEPARATE 2" DIAMETER C ATM DESIGNATION D 3034--SDR 35. 1 -7 TBA (p OT PUMP AND SUMP SS LIFTING CABLE 2- NPT J FLANGE HIGH LEVEL INLET HUB EL."A" EL."B" ALARM t�*rJ LAG ON EL."C" EL."E" EL."F" EL."G" 6/8- HOLES (8 REQ•D + FULD LOCATE A: DRII,L ...�- -LIGHTENING ARRESTOR FIELD MOUNTED BY ELECTRICIAN -TO SERVICE LOCATION (VERIFY W/ POWER Co.) SEAL -OFFS - (2") 2 -2" CONDUITS REQ'D FOR 2 H.P. PUMPS 3 - 2- CONDUITS REQ°D FOR 3 H.P. AND LARGER PUMPS - WATER LEVEL CONTROL -TO PUMP No. 1 -TO PUMP No.2 --2' 316 S.S. PIPE OR EQUIV. POSTS 2" MINIMUM .AAi,r 'P 9• •A V A F '7 - A `CONCRETE SLAB 48' Lx12" Wx10" D GROUND ROD OR CONCRETE AROUND POSTS '12" or x 24" DEEP BAR t HANELS I + ri i i L ALUM BEINF. x (As REQL. x UIRED) ■ - `IN 9 x IN N x x x � J •,e��x x 1/47 THWK x` .. _ M"OND PAT. ALUM COviat PLATE 24" PLAN z^xz"n/4" DlfcRsra I 17 B OPENING _I ��N AR ACCESSORIES ONDUIT. FITTINGS INSTALLEDIN POLYVINYL CHLORIDE PIPES CONFORM TO THE - 1.03 1. ACCESS HATCHES: SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. REDUCED PRESSURE RPZ BACKFLOW PREVENTOR ( ) THE WET WELL AND VALVE VAULT SHALL BE EQUIPP WITH ACCESS HATCHES OF THE - POLYVINYL_ CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND TO BE INSTALLED IN WATER SUPPLY LINE TO SINGLE OR DOUBLE LEAF CONSTRUCTION IN THE M IMUM SIZES SHOWN ON THE FURNISH®) BY JM, OR CITY OF VERO BEACH WATER do SEWER DEPARTMENT LIFT STATION (FEBCO MODEL #825Y OAE). DRAWINGS. THE PUMP MANUFACTURER SHALL COORD TE THE WET WELL HATCH SIZE APPROVED EQUAL WITH THE PUMPS BEING FURNISHED WHILE THE VAL LEAF WITH A MINIMUM OF A 36"X 36' CLEAR OPE VAULT COVER SHALL BE SINGLE G. THE HATCHES SHALL BE MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 1 (12454-B). AL WYES„ FITTINGS, ELTnCTRICAL PANEL / RISE IOTT ETAIL(WITH T R. T. U.' FABRICATED OF ALUMINUM DIAMOND PLATE REINFOR ED FOR A 300# LOAD RATING. THE - LATERALS AND MANHOLE COUPLINGS SHALL BE COVER(S) SHALL BE EQUIPPED WITH STAINLESS STE L HINGES, STAINLESS STEEL MANUFACTURED BY JM, OR APPROVED EQUAL _ AUTOMATIC HOLD OPEN ARMS, AND PADLOCK HASPS HATCHES SHALL BE AS - THE PIPE SHALL BE GREEN IN COLOR. *BACKFLOW PREVENTOR TO BE THE REDUCED MANUFACTURED BY HALLIDAY PRODUCTS OR ELECTF C SPECIALTY, - JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH PRESSURE ZONE ASSEMBLY TYPE.. 2. FLOAT CABLE HANGER: ASTM DESIGNATION D3212. TESTING A 300 SERIES STAINLESS STEEL CABLE HOLDER WR A MINIMUM OF SIX HOOKS OF - EXFILTRAT10N OR INFILTRATION TESTS WILL BE REQUIRED ON ALL PIPE, AS NOTE: SUFFICIENT LENGTH AND STRENGTH TO PROVIDE SU PORT FOR EACH SEPARATE CABLE DETERMINED BY UTILITY DEPARTMENT OR BUILDING DEPARTMENT PERSONNEL SHALL BE FURNISHED. THE FLOAT/CABLE HANGER SHALL BE EASILY ACCESSED FROM INSTALUIION THE ENGINEER Or RECORD SHALL NOTIFY THE THE HATCH OPENING. 3. FSWITCHES: - pir4E MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS, OR OTHER DELETERIOUS MF IERIALS TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. BACKFILL SHALL BE COUNTY INSPECT R OF THE LIFT STATIONFLOAT FLOAT SWITCHES SHALL BE U.L LISTED NON FLOAT( MERCURY SWITCHES IN A CHEMICAL RESISTANT POLYPROPYLENE DISPLACEMENT TYPE WITH SEALED CASING. SUFFICIENT Tr a4PED IN 12" LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 95X COMPLETION AT L EAST FIVE (5) WORKING CABLE SHALL BE PROVIDED TO REACH THE CONTROL PANEL WITHOUT THE NEED FOR C,"r THE MAXIMUM DRY DENSITY. DENSITY` TESTS S BE PERFORMED ON THE BACKRUL AT A MAXIMUM OF 2Do Ft, INTERVALS. DAYS PRIOR TO SCHEDULING OF LIFT STATION SPLICES OR JUNCTION BOXES IN ADDITION TO PROVE ADJUSTMENTS. FLOAT SWITCHES SHALL BE R(aT0- ING AMPLE CABLE FOR HEIGHT Ts As MANUFACTURED BY ANCHOR - ALL PIPE 'TO BE INST WITH A MINIMUM GRouND GOVER of 3s" WITHIN THE R/W AND START-UP TO AI I.OVII FOR A FINAL INSPECTION,, SCIENTIFIC. 2# ON -SATE 4. FIBERGLASS BASIN. NOTES 1,) CONTRACTOR TO LOCATE AND INSTALL INLET HUB IN FIELD. 2.) ALL DIMENSIONS ARE IN INCIILS. 3.) CONTROL PANEL TO BE NEMA 3R S.S. DUPLEX ELECTRICAL: DESIGN ASSUMES SINGLE °HASE IS ,AVAILABLE. OWNER/ CONTRACTOR IS TO COORDINATE WITH FPL, AND CC IN LRM SINGLE PHASE AVAILABILITY. 4.) PANEL / PUMPING STATION TO INCLUDE: a. EMERGENCY POWER RECEPTACLE, COMPA71BLE WITH F.P,U.A. UTILITY DEPT. EMERGENCY MAINT. EQUIPMENT b. EMERGENCY PUMP -OUT COUPLING BY "0,M-LOC COMPATIBLE WITH F.P.U.A. UTILITY DEPT. EMERGENCY MAINT. EQUIPMENT. c•ALARM LIGHT & HORN TO INDICATE HIGH LEVEL_ & ALARM ELEVATIONS. d. LIGHTNING ARRESTOR 5.}PUMP REQUIREMENTS 6.) ALL HARDWARE (NUTS, BOLTS, WASHERS, HINGES ETC.) Q = 38 G.P.M. TO BE 304 S.S. H=46FT ALBS PIRANHA PIR-S20/2 7.) ALL VALVES, FITTINGS, CHECK VALVES, ETC. TO BE 5.63" IMPELLER AS APPROVED BY I.R.C. UTILITIES. CONTRACTOR MUST 3340 RPM. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR 1 1/4" DISCHARGE TO CONSTRUCTION. ALTERNATE PUMP MANUFACTURERS WILL BE CONSIDERED Z rLA(;tb 2" DISCHARGE CONNECTION BY OTHERS - AS REQUIRED �- OF ALUMINUM ACCESS OPENING VALVE WITH HOLD OPEN ARM VAULT VALVE VAULT 24"X36" 2" PVC -� BALL VALVE 1>3" 3 PLACES 30" 2" PVC STUB 3 PLACES ANTI -FLOTATION PLATE 1/4" DRAIN PIPE do CONNECTIONS BY OTHERS - 1 1/4" CHECK VALVE -2"0 SCH 40 GUIDE PIPE, SS 2" SCH 80 DISCHARGE PIPE PVC 1 1/14- TO 2- REDUCER . ! r „ • ' ` • • Y r- STAINLESS STEEL HINGES W/ TAMPER PROOF FA511NERS AWN. POSIIIYE LOCKING HOLD OPEN ARM (COVER SHOWN IN OPEN POSITION wA Es SECTION B-B STANTD _ EamHro?= - AUTO-WM STAINLURS 37SEL WLD QP= ARM - STAWAN STM HINGNS AND ATC .gam_ COUPLIM ON FXQUM APPLMUTMNS ` FIBER GLASS ® SMLE LW C'Q • B - 300 LM PM ft •T. IDAA RAMM - 10 TM GU : 9 i : ' • .. EYE III r ♦ a " ,r Or , I r : r r i_ " .. • s A >! { II' • r Y'r .. y . r . 1 i 7 MINER iOOR BACK- PLAM rc rr, -► '1 - r i- x a. *. as �r..:: •• � �•r - r- y` tc ' m CB1 L1 L2 L3 t-� PUMP NO. 1 T8 1 2 3 4 5 8 1 7 ', V 12 13 T I I I u I I I I I I HIGIi'' I I I 2ND CN LEWI 1ST 0ji LEVEL OFF P1 P2 GRI) LEVEL ��L F , �� a L1 L2 10 __"I-,_M2 e�. FILE COPV _-,- b 10 REVIEWED FOR r r a r r, i . . ■ . A • i a � m OLLI Uzw ri wtr [OD�cwam _a� w 6- F- W G a Ld fiLi a4xIo L_0M v) w Lm g w ®z J a ti=w=�33c0.� 03 QOf 01 Mm • g7wh (nzwP zzM:L) - �caU ' o! +7i wwcr�OINS z U q o c vUi cr za- r • t r i t i • 4 • • Or f i' f • r w r I• • ti fi r r r � UDAH B. BITILEI /r 1614 -1e. L. KEG, NO. 5 o'AH� DATE: 111212021 PROJECT NO. SHEET 0-083 1 � ■ DocuSign Envelope ID: 2BD484CF-7CF9-43B9-9668-52E355AEFE84 11J. I E-RCIAL REAL-ry ONE, STORY ONE S rOH Y SALMMORE COMAM?aAL REALTY METAL BUILDING I LLC METAL BUILDING 1 1. .... .. Lxbx: _0 5 T C) IZI, t -T 0 < Lu C-5 0 z CO 0Q < 0 � LLJ 2i LLJ < > Ci N cirf 0 C14 (0 a) 0 w (�) -T 0 < 01C LL- 0 I- n w z > 0 LL CO < C) LIJ w Of Q0 C3 < 0 Ad _j LLJ all