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HomeMy WebLinkAbout2015 - Construction PlansA S =O LOCATION MAP , .1 , VIII I IYlr�ll I OR, v i A ' •. � I I I- 1 ,:... ,.. m Aft FL R D =PA cl y OF SEIAN 9 Im 1 DRAWING INDEX SHEET DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS AND SWPPP PLAN 3 SjYPPP DETAILS 4 SOIL BORINGS 5 PRELIMINARY PLAT 6 PAVING, DRAINAGE AND DRAINAGE PLAN 7 UTILITIES PLAN 8 PROFILES 9 LANDSCAPE PLAN 10 SECTIONS 11-12 MISCELLANEOUS DETAILS 13-15 INDIAN RIVER COUNTY UTILITY SHEETS 16 LIFT STATION DETAIL SHEET 17 AERIAL 18 SURVEY LEGAL DESCRIYTION PARCEL 1: ALL OF BLOCKS ONE AND TWO AND YUCCA COURT OF SEBASTIAN GARDENS SUBDIVISION AS RECORDED IN PLAT BOOK 5, PAGE 58, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA, LYING SOUTH OF THE RIGHT OF WAY LINE OF MAIN STREET 80 FEET WIDE RIGHT OF WAY AS IT NOW EXISTS. AND PARCEL 2: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SECTION 1, TOWNSHIP 31 SOUTH, RANGE 38 EAST, RUN NORTH 89051'33" WEST ALONG THE SOUTH LINE OF THE ABANDONED "SEBASTIAN GARDENS" SUBDIVISION, AS RECORDED IN PLAT BOOK 5, PAGE 58, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, ABANDONED PER ORDINANCE 0-85-13, A DISTANCE OF 100.00 FEET TO THE WEST LINE OF A 100 FEET WIDE PARCEL FOR PUBLIC ROAD RIGHT-OF-WAY AND UTILITY PURPOSES (OFFICIAL RECORD BOOK 754, PAGE 1611, INDIAN RIVER COUNTY, FLORIDA) AND THE POINT OF BEGINNING. FROM SAID POINT OF BEGINNING RUN SOUTH 00008'22" WEST ALONG SAID WEST LINE A DISTANCE OF 664.43 FEET TO THE SOUTH LINE AT THAT CERTAIN PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 643, PAGE 1083, INDIAN RIVER COUNTY, FLORIDA; THENCE RUN DUE WEST A DISTANCE OF 488.92 FEET TO THE EAST LINE OF "SEBASTIAN HIGHLANDS" SUBDIVISION AS RECORDED IN PLAT BOOK 5, PAGE 14, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE RUN NORTH 00°10'01" EAST ALONG SAID EAST LINE A DISTANCE OF 263.16 FEET TO A FOUND PARKER KALON NAIL AND CARTER DISK; THENCE CONTINUE NORTH 00°10'01" EAST, A DISTANCE OF 100.08 FEET TO A FOUND 1/2" IRON ROD AND CARTER CAP; THENCE RUN EAST, A DISTANCE OF 7.46 FEET TO A FOUND 4"X4" CONCRETE MONUMENT AND CARTER CAP; THENCE RUN NORTH 00°10'01" EAST A DISTANCE OF 302.44 FEET TO THE AFOREMENTIONED SOUTH LINE OF ABANDONED "SEBASTIAN GARDENS" SUBDIVISION; THENCE RUN SOUTH 89°51'33" EAST ALONG SAID SAID SOUTH LINE A DISTANCE OF 480.52 FEET TO THE POINT OF BEGINNING. SAID LAND LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. SAID PROPERTY CONTAINING 13.01 ACRES MORE OR LESS. RECEIVED SCHULKE, BIILE & L.L.C.. CONSULTING ENGINEERS AND PLANNERS com u/ntyp Development 201 �cp,,,, 1717 INDIAN RIVER BOULEVARD, SUITE VERO B EACH FLORIDA, 32960 ENGI GERTIFICATIQN: 3 �,.d�, , / DATE. � U L o 2015 - -(772)77 -9496 �1 JOD/4/� . BTW. iLELKFE P.E. REG. No 47048 REG. No 57396 PHONE (772) 770 9622 FAX 0 ❑ WILLIAM P. STODDARD, Ph.D., P.E. REG. No 57605 SITE DATA OWNERS: SANDCREST, L.L.C. MAXIMUM DWELLING UNIT COMPUTATION: PDR 5070 N. HIGHWAY AIA A. GROSS AREA: (AC) 13.01 SUITE C-1 B. (-) NON-RESIDENTIAL USE AREAS: (AC) 0.00 VERO BEACH, FL C. EFFECTIVE BASE RES. AREA: (AC) 13.01 ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C. D. TOTAL MAX. UNITS ALLOWED WITHIN EFFECTIVE BASE 1717 INDIAN RIVER BOULEVARD, SUITE 201 RESIDENTIAL AREA - VERO BEACH, FL 32960 (772) 770-9622 LAND USE: DENSITY: ACRES UNITS MEDIUM DENSITY RESIDENTIAL: 8 UNITS/ACRE X 12.77 102.1 SURVEYOR: MERIDIAN LAND SURVEYORS - LOW DENSITY RESIDENTIAL: 5 UNITS/ACRE X 0.24 1.2 1717 INDIAN RIVER BOULEVARD, SUITE 201 103.3 VERO BEACH, FL 32960 E. TOTAL NO. OF DWELLING UNITS ALLOWED: 103.3 (772) 794-1213 F. TOTAL DWELLING UNITS PROPOSED: 64 SITE ADDRESS: NOT AVAILABLE G. DENSITY PROPOSED: 64/13.01 = 4.92 UNITS/ACRE (CALCULATIONS BASED ON MAX. ALLOWABLE DENSITY PER COMPREHENSIVE PLAN.) PROJECT LOCATION: SOUTHWEST CORNER OF MAIN STREET AND POWERUNE ROAD OPEN SPACF AREAS: STATEMENT OF USE: "RESIDENTIAL PLANNED UNIT DEVELOPMENT AND REZONING" A. REQUIRED: SINGLE FAMILY SUBDIVISION (64 LOTS) ZONING OPEN SPACE AREA TOTAL RECREATION FACILITY (CLUBHOUSE AND POOL) PUD -R 50% x 13.01 = 6.50 AC TAX I.D. NO'S: 30-38-30-00003-0000-00000.4 B. PROPOSED: 31-38-01-00000-7000-00001.0 TRACTS A, D, E, F, G, H AND I: (OPEN SPACE) 2.61 AC 31-38-01-00000-7000-00003.0 TRACTS B:SIDEWALKS/OPEN SPACE) 0.88 AC TRACTS C: (CLUBHOUSE/POOL/OPEN SPACE) 0.30 AC PROPOSED MAINTENANCE ENTITY: PROPERTY OWNERS ASSOCIATION LOT AREA: 2.71 TOTAL AREA: 6.50 Ac DEDICATION OF IMPROVEMENTS: PRIVATE ROAD/ RIGHT-OF-WAY, PUBLIC UTILITIES OPEN SPACE: 50.0% (6.50 AC) MEANS OF CONVEYANCE OF OWNERSHIP: FEE SIMPLE C. LITTORAL ZONE CALCULATIONS: TOTAL AREA: 13.01 AC, NO LITTORAL ZONE PROPOSED PHASING: THE PROJECT WILL BE CONSTRUCTED IN TWO PHASES. 58-64 (31 LOTS) D. NATIVE UPLAND CONSERVATION CALCULATION: PHASE I - LOTS 18-41 AND PHASE II - LOTS 1-17 AND 42-57 (33 LOTS) NO NATIVE UPLAND AREAS ON SITE. EXISTING LAND -USE: MEDIUM DENSITY (8 UNITS/ACRE) LOW DENSITY (5 UNITS/ACRE) E. WETLANDS: NO WETLANDS ON SITE EXISTING ZONING: PUD (PLANNED UNIT DEVELOPMENT) EXISTING SITE CONDITIONS - PRESENT CONDITION: UNDEVELOPED. VACANT - FLOOD ZONE "X" AS SHOWN ON F.E.M.A. MAP CONSTRUCTION SCHEDULE: , 12061CO089 E, DATED 12/04/12. DATE OF COMMENCEMENTNO. - SOILS: SCS SOILS MAP- IMMOKALEE FINE SAND 6/15 3/p, 7 - TOPOGRAPHY: VARIES 19.4 TO 23.0 (UPLANDS) SITE AREA / LAND USE TABLE: PARKING/TRAFFIC CIRCULATION: AREAS TOTAL 13.01 AC - PARKING: ALL RESIDENTIAL DWELLING UNITS SHALL PROVIDE A TOTAL AREA: MINIMUM OF 2 PARKING SPACES WITHIN THE INDIVIDUAL DWELLING UNIT DEVELOPMENT RESIDENTIAL PUD -R AREA: 13.01 AC UNIIS AREA. PARKING WITHIN THE GARAGE CANNOT COUNT TOWARD THIS PARKING REQUIREMENT. DWELLING UNITS: 64 ALL ACCESSORY COMMERCIAL AREAS SHALL PROVIDE PARKING IN DENSITY: 4'92 ACCORDANCE WITH SEC. 54-3-10.6 AND 54-3-15.2 OF THE CITY OF SEBASTIAN PHASE I LOT AREA (31 LOTS): LOTS 18-41, 58-64 3.72 AC LAND DEVELOPMENT CODE PHASE II LOT AREA (33 LOTS): LOTS 1-17, 42-57 4.02 AC - TRAFFIC CIRCULATION: MINIMUM 40 FT WIDE DRIVE PRIVATE TRACT 'A' STORMWATER MANAGEMENT TRACT: (PHASE 1) 1.77 AC ROAD RIGHTS-OF-WAY WITH MIN. 20 FT TWO WAY ROADWAYS SHALL TRACT 'B1' ACCESS ROADWAY TRACT: PHASE I) 1.31 AC BE CONSTRUCTED SO THAT ALL DWELLING UNITS HAVE MIN. 30 FT TRACT 'B2' ACCESS ROADWAY TRACT: PHASE II) 1.07 AC FRONTAGE ON SAID RIGHT-OF-WAY. TRACT 'C' RECREATION TRACT: (PHASE 1) 0.30 AC TRACT 'D' OPEN SPACE: PHASE II) 0.08 AC STORMWATER MANAGEMENT: TRACT 'E' OPEN SPACE: PHASE II 0.10 AC - STORMWATER MANAGEMENT TRACT A TRACT 'F' OPEN SPACE: PHASE I) 0.40 AC SHALL SERVE TO DETAIN ALL REQUIRED STORMWATER RUN-OFF. TRACT 'G' OPEN SPACE: PHASE 1 0.09 AC - DRAINAGE EASEMENTS SHALL BE CREATED TO ACCOMODATE TRACT 'H' OPEN SPACE: PHASE I 0.14 AC THE LOCATION OF CONVEYANCE SWALES/PIPES. TRACT '1' OPEN SPACE: (PHASE 11): DEDICATED TO CITY OF SEBASTIAN 0.03 AC TRAFFIC: THE SITE IS ESTIMATED TO GENERATE 647 ADT, BASED ON AN ASSUMED DEVELOPMENT PARAMETERS: PERIMETER INTERIOR RATE OF 10.1 ADT/UNIT FOR SINGLE FAMILY, PER INDIAN RIVER COUNTY LDR, - MINIMUM LOT SIZE: 5,500 SF*(A) 4,750 SF*(A) CHAPTER 952 (952.07) FOR A STANDARD SINGLE FAMILY DEVELOPMENT. - MINIMUM LOT DEPTH: 110.0' 95.0' * 1 GENERAL NOTES: - MINIMUM LOT WIDTH: 50.0' *(2) 50.0' *2 1.) THE SPEED LIMIT FOR BOB CIRCLE IS 25 MPH, MAIN STREET - MINIMUM YARD SETBACKS: *3 * 3 IS 30 MPH, POWERLINE ROAD IS 30 MPH - FRONT BUILDING AREA: 10' 10' 10' * 4 10' * 4 2,) MINIMUM FINISHED FLOOR EL. REQUIRED: 25.00' NGVD - FRONT GARAGE AREA: - SIDE BUILDING AREA: 5' * 5 5' * 5 3.) STREETLIGHTS AND UNDERGROUND ELECTRIC WILL BE PROVIDED. - SIDE GARAGE AREA: 2' *161 2' *161 10 *(7) EERMITS RFPUIRED: APPROVED - REAR: 25' 1. C.O.S. PUD -R ZONING AND CONCEPTUAL DEVELOPEMENT - - MINIMUM SEPARATION DISTANCES: 2. C.O.S. PUD -R PRELIMINARY DEVELOPMENT PLAN AND PRELIMINARY PLAT - BETWEEN BUILDINGS: 7' *(8) 7' *(8) 3. C.O.S. PUD -R FINAL PLAT APPROVAL - MAXIMUM BUILDING HEIGHT: 25' 25' 4. C.O.S. LAND CLEARING/TREE REMOVAL - MINIMUM LIVING AREA: 900 SF 900 SF 5. C.O.S. SUBDIVISION CONSTRUCTION PERMIT - MAXIMUM LOT COVERAGE: 6. C.O.S. RIGHT-OF-WAY - BUILDINGS: 50% *(9) 60% *(9) 7. C.O.S. CONCURRENCY 8. C.O.S. TYPE 'A' FLOOD PROTECTION STORMWATER PERMIT - IMPERVIOUS AREA: 60% 70% *(l 0) 9. I.R.C. UTILITY PERMIT - MINIMUM OPEN SPACE: 10. FDEP/S,J.R.W.M.D. STORMWATER PERMIT - LOT: 40% 30% 11. F.D.E.P. WATER PERMITS - PROJECT: 50% 50% 12. F.D.E.P. SEWER CONNECTION PERMITS - POOLS AND SCREEN ENCLOSURES: NOTE: THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL AMERICAN - SIDE: 5' 5' VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK IS AS SHOWN HEREON - REAR: 10' 10' NOTE: PER CITY COUNCIL RECOMMENDATION A NON -MONOTONOUS COLOR AND ELEVATION PLAN WLL BE SUBMITTED FOR CITY APPROVAL PRIOR TO FINAL PLATTING. THE HOMEOWNERS ASSOCIATION WILL ESTABLISH AN ARCHITECTURAL REVIEW COMMITEE THAT WILL BE RESPONSIBLE NOTE: WAIVER (A) (FOOTNOTE REFERENCED ABOVE) REGARDING MINIMUM LOT SIZE HAS BEEN APPROVED FOR THE ADMINISTRATION OF THE NON -MONOTONOUS COLOR AND ELEVATION CONDITION. A AS A WAIVER ON THE CONCEPTUAL DEVELOPMENT PLAN, PER ORDINANCE 0-15-05. WRITTEN STATEMENT ISSUED BY THE COMMITTEE SHALL BE PROVIDED WITH EACH BUILDING PERMIT. NOTE: WAIVER (8) REGARDING A 40' R -O -W INSTEAD OF 50' HAS BEEN APPROVED AS A WAIVER ON NOTE: GARAGE SIDE SETBACK OF 2 FEET IS ONLY FOR LOTS THAT DO NOT HAVE A 10 FOOT EASEMENT THE CONCEPTUAL DEVELOPMENT PLAN, PER ORDINANCE 0-15-05. ON THE SIDE LOT LINE. NOTE: WAIVER (C) REGARDING A 385' SEPARATION BETWEEN MAIN ENTRANCE AND EMERGENCY NOTE: NO MORE THAN 50% OR 32 LOTS WILL HAVE GARAGE SIDE SETBACKS OF 2 FEET. THIS WILL BE ENTRANCE INSTEAD OF 1000' HAS BEEN APPROVED AS A WAIVER ON THE CONCEPTUAL ADMINISTERED BY THE ARCHITECTURAL REVIEW COMMITTEE APPOINTED BY THE HOMEOWNERS DEVELOPMENT PLAN, PER ORDINANCE 0-15-05. ASSOCIATION. A WRITTEN STATEMENT ISSUED BY THE COMMITTEE SHALL BE PROVIDED WITH EACH NOTE: FOOTNOTES 1-10 REFERENCED ABOVE HAVE BEEN APPROVED ON THE CONCEPTUAL DEVELOPMENT BUILDING PERMIT. PLAN, PER ORDINANCE 0-15-05. NOTE: NO GARAGES WILL BE BACK TO BACK WTH 2' SIDE SETBACKS. IF LOTS HAVE BACK-TO-BACK NOTE: PER BUILDING DEPARTMENT REVIEW: IN ACCORDANCE WTH FBC RESIDENTIAL SECTION 302.1 GARAGES THEY MUST HAVE A MINIMUM 5' SIDE SETBACK. SECTION 302.1 AND TABLE R302.1, THE EXTERIOR GARAGE WALL NEEDS TO BE RATED NOTE: COMBUSTIBLE CONSTRUCTION REQUIRES TEMPORARY FIRE LANES AND FIRE HYDRANT 1 HOUR AND THE PROJECTIONS NEED TO BE RATED 1 HOUR ON THE UNDERSIDE. OPENINGS INSTALLATION PRIOR TO COMBUSTIBLES ON SITE. IN THIS WALL WILL NOT BE ALLOWED AND ANY PENETRATIONS WOULD NEED TO BE NOTE: EACH INDIVIDUAL LOT SHALL COMPLY WTH THE TREE REQUIREMENTS OF SEBASTIAN LDC PROTECTED IN ACCORDANCE WTH SECTION R302.4. THE NEW BUILDING CODE WLL BE IN SECTION 54-3-14-9 AT THE TIME OF BUILDING C/O. EFFECT ON JUNE 30, 2015. NOTE: DEVELOPMENT OF TRACT C (RECREATION TRACT) WLL REQUIRE SEPARATE SITE PLAN APPROVAL. RECEIVED SCHULKE, BIILE & L.L.C.. CONSULTING ENGINEERS AND PLANNERS com u/ntyp Development 201 �cp,,,, 1717 INDIAN RIVER BOULEVARD, SUITE VERO B EACH FLORIDA, 32960 ENGI GERTIFICATIQN: 3 �,.d�, , / DATE. � U L o 2015 - -(772)77 -9496 �1 JOD/4/� . BTW. iLELKFE P.E. REG. No 47048 REG. No 57396 PHONE (772) 770 9622 FAX 0 ❑ WILLIAM P. STODDARD, Ph.D., P.E. REG. No 57605 SEDIMENT SHALL BE CONSTRUCTED ASA FIRST STEP IN ANY LAND DISTURBING ACTIVIN AND SHALL B BEFORE UP-SLOPE LAND DISTURBANCE TAKES PLACE. DESCRIBE THE INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES: STORAGE, APPLICATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES: NECESSARY FOR COMPLIANCE WITH FDEP REGULATIONS, E POTENTIAL. - 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND 1. SITE PREPARATION AND STABILIZE CONSTRUCTION ENTRANCE. -NONE PROPOSED. AS REQUIRED FOR CONTRACTOR TO SIGN THE CERTIFICATION BELOW. B. LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN A MANNER MINIMIZINH LB LAND SURVEYING BUSINESS19 NAVD - - NORTH AMERICAN VERTICAL DATUM OF EXISTING SURFACE MATERIAL ON BALANCE T SITE. 2. INSTALL SILT FENCE AROUND PERIMETER OF SITE. INSTALL TURBIDITY BARRIERS AT ALL 2. THE FOLLOWING CERTIFICATION SHALL BE SIGNED 8Y THE ENTITY (CONTRACTOR) EROSION. C CENTERLINE - TRAFFIC CONTROL BOX BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE_ _ FLOATING OUTFALL LOCATIONS. CLEAR LAND. CONSTRUCT BERM ON PERIMETER AND TEMPORARY DESCRIPTION OF THE MAINTENANCE PLAN FOR ALL STRUCTURAL AND NON-STRUCTURAL CONTROLS- RESPONSIBLE FOR SWPP PIAN IMPLEMENTATION: C. THE DISTURBED AREA AND THE DURATION OF EXPOSURE TO EROSIVE •a3• TYPICAL ELEVATION PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLO - GUY WIRE SWALES AS SHOWN ON PLANS. BERM SHALL BE CONSTRUCTED USING INITIAL -CONTRACTOR SHALL HAVE SWPPP COMPONENTS INSPECTED BY A FDEP CERTIFIED INSPECTOR AND MAINTAIN ALL CONTROLS DAILY, AND ELEMENTS SHALL BE KEPT TO A PRACTICABLE MINIMUM. R - RADIUS AIC AIR CONDITIONER ONTO ADJACENT PROPERTIES. IMPORTED FILL MATERIAL. THE BERM AND SWALE SHALL BE SEEDED. HAVE WEEKLY SWPPP INSPECTION REPORTS PREPARED, AND WITHIN 24 HOURS OF THE END OF ANY RAINFALL EVENT THAT IS)4.OR GREATER. • I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE D. EROSION CONTROL MUST BE STRICTLY MAINTAINED DURING CUT AND FILL L - LENGTH �' - WOOD UTILITY POLE 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER ® - TELEPHONE SERVICE CONC. CONCRETE FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN ENGINEER SHALL INSPECT PERIODICALLY. PREPARED UNDER R DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM OPERATIONS EI - DELTA ANGLE - F.F. FINISH FLOOR AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 TOTAL AREA OF THE SITE: 13.01 ACRES DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND E. DISTURBED SOIL SHALL BE STABILIZED AS QUICKLY AS PRACTICABLE. E/p - EDGE OF PAVEMENT ® CABLE T.V. BOX - (7) DAYS TO DENUDED E TOTAL AREA OF THE SITE TO BE DISTURBED: 13.01 ACRES EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR F. WHENEVER FEASIBLE, NATURAL VEGETATION OR MULCHING SHALL BE BIC BACK OF CURB ® - ELECTRIC BOX BSB BUILDING SETBACK LINE DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE NOTES: PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR EMPLOYED TO PROTECT EXPOSED CRITICAL AREAS B.M. BENCHMARK LIGHT POST EL./ECFV. ELEVATION YEAR. EXISTING DATA DESCRIBING THE SOIL OR QUALITY OF ANY STORMWATER DISCHARGE: 1.THIS PLAN (SHEETS 4 AND 5), COPY OF FDEP NOI (STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY DURING DEVELOPMENT. POC POINT OF COMMENCEMENT - WELL 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED, COVERED OR CONTAINED WITH GS BY SHEETS 2. NO DISCHARGE FROM DISTURBED AREAS IS ANTICIPATED. SEE SOIL BORINGS DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES) AND ALL REQUIRED INSPECTION REPORTS, KNOWLEDGE AND BELIEF TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE G. TEMPORARY VEGETATION OR MULCHING SHALL BE EMPLOYED TO PROTECT y HYDRANT R1W RIGHT SEDIMENT TRAPPING MEASURES. THE CONTRACTOR OF WAY IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT _ - TESTS, AND ALL OTHER DOCUMENTATION SHALL BE KEPT AT THE PROJECT SITE. SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE EXPOSED CRITICAL AREAS DURING DEVELOPMENT. POB POINT OF BEGINNING STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. DRAINAGE AREA SIZE FOR EACH DISCHARGE POINT: _ - OT OTHERWISE PERMANENTLY STABILIZED. 2.THE FOLLOWING CERTIFICATION SHALL BE COMPLETED BY AL CONTRACTORS/ SUB -CONTRACTORS H. PERMANENT VEGETATION AND STRUCTURAL EROSION CONTROL MEASURES o - (PCP) PERMANENT CONTROL POINT GATE VALVE AB AS BU 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT HE ENTIRE SITE = 13.01 ACRES POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS." KALON 6. AFTER ANY SIGNIFICANT RAINFALL, W OR GREATER) SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. RESPONSIBLE FOR ANY PORTION OF THE IMPLEMENTATION OF THE S.W.P.P.P.: SHALL BE INSTALLED N SOON AS PRACTICABLE. PCP - PERMANENT CONTROL POINT C IRRIGATION VALVE PIK PARKER - ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. LATITUDE AND LONGITUDE OF THE SITE: BY: DATE: I. ADEQUATE PROVISIONS MUST BE PROVIDED TO MINIMIZE DAMAGE FROM I� - (FIRM) PERMANENT REFERENCE MONUMENT ® WATER METER 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS LATITUDE = N 27° 48'50.6' CERTIFICATION: SURFACE WATER U THE CUT FACE OF EXCAVATION - - CONTAINED WITHIN AN ADEQUATE TEMPORARY N PERMANENT CHANNEL, FLUME, ' I CERTIFY UNDER THE PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH, THE TERMS AND SIGNATURE OR THE SLOPING SURFACE OF FILLS. PRM - PERMANENT REFERENCE MONUMENT S - SANITARY MANHOLE LONGITUDE = W 80" 28' 44-6' CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE J. TO THE EXTENT NECESSARY, SEDIMENT IN RUNOFF WATER MUST BE TRAPPED IR IRON PIPE ® SANITARY SERVICE SLOPE DRAIN STRUCTURE OR APPROVED CONTROL ® SEPTIC TANK SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS BEST MANAGEMENT PRACTICES (BMPS AND MEASURES THAT WILL BE IMPLEMENTED AT THE CONSTRUCTION AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN BY THE USE OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS OR SIMILAR IP IRON PIPE 8. SED ) PREPARED THEREUNDER,' THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT SITE AND TIME FRAMES IN WHICH THE CONTROLS WILL BE IMPLEMENTED: ARCHAEOLOGICAL: MEASURESUNTIL HE DISTURBED AREA IS STABILIZED. Q - (IRC} IRON ROD &CAP DRAINAGE MANHOLE E TIME IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, STONE TOOLS, K CUTS AND FILLS MUST BE CONSTRUCTED IN SUCH A MANNER THAT EROSION - � - CURB INLET ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. THE CONTRACTOR WILL USE HAY BALES, SILT FENCE, FILTER BARRIERS, AND OTHER BMPS. THE IRC IRON ROD &CAP SWPPP NAME CONTRACTOR OR NAME/SIGNATURE DATE AND RUNOFF FROM THE SITE DOES NOT ENDANGER ADJOINING PROPERTY. � - SURFACE INLET 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, FRAMES FOR CLEARING, EARTHWORK, AND ANTICIPATED BMPS ARE: OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED - CM CONCRETE MONUMENT TAERFO THE WORK AREA N THE GREATEST EXTENT POSSIBLE DURING IPTION OF WORK/ TITLE SUB CONTRACTOR TO CERTIFICATION WITH THE NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE L. FILLS MAY NOT ENCROACH UPON NATURAL WATERCOURSES OR ( ® MITERED END SECTION CONTROL SEDIMENT TRANSPORT ANDS Q���le� CONSTRUCTED CHANNELS IN A MANNER SO AS TO ADVERSELY AFFECT CM - CONCRETE MONUMENT - CONSTRUCTION. 1. INSTALL SILT FENCE AT PERIMETER OF SITE AND SILT BARRIERS AT DOWNSTREAM DITCHES/SWALES. I t IVS) ILITY (NAME, ADDRESS, PHONE) ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED PROJECT OTHER PROPERTY OWNERS WITHOUT ADEQUATE PROVISIONS FOR AN - � CONCEPTUAL DRAINAGE 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE 2. CLEAR/GRUB AREA NECESSARY FOR TEMPORARY GRAVEL DRIVEWAY AND ADJACENT SWALE. SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE EQUIVALENT ALTERANTE SYSTEM WITH A POSITIVE OUTFALL FD FOUND -� STREET SIGN INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY 3. CONSTRUCT TEMPORARY GRAVEL DRIVEWAY WITH SWALE, AND GRADEISOD SWALE AT VICINITY OF SUCH DISCOVERIES. THE PERMITEE,OF H OR OTHER DESIGNEE, SHOULD CONTACT THE (M) MEASURED RESPONSIBLE FOR ALL SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END ENTRANCE. FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, REVIEW AND M. ALL R.O.W.'S, WATERWAYS, STREETS AND SIDEWALKS SHALL BE BUFFERED BY RE EACH WORKING DAY. 4. CLEAR BALANCE OF SITE. I COMPLIANCE SECTION AT 850) 245-6333 OR (800) 847-7278, AS WELL AS THE APPROPRIATE A TWENTY QUI FOOT WIDE STRIP S GRASS OR OTHER SUITABLE MEANS. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,PROVISIONS SHALL BE MADE TO S. CONSTRUCT 12• RCP AND MITERED END SECTIONS. . V� ( N. GRADING EQUIPMENT MUST CROSS FLOWING STREAMS BY MEANS OF PERMITTING AGENCY OFFICE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL BRIDGES OR CULVERTS EXCEPT WHEN SUCH METHODS NOT FEASIBLE AND LEGEND MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED 6. IMPORT FILL MATERIAL: EVEANDNT WRITTEN AUTHORIZATION FROM THE DIVISION OF HISTORICAL RESOURCES. IN THE PROVIDED IN ANY CASE, THAT SUCH CROSSINGS ARE KEPT TO A MINIMUM AND ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE -CONSTRUCT CONTAINMENT BERMS. SEEDIMULCH BERMS. � EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED SEDIMENTATION CONTROL DEVICES ARE PROVIDED. REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. -FILL BALANCE OF SITE. ACTIVITIES, ALL WORK SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY 7. MAINTAIN DOWNSTREAM SILT BARRIERS AND PERIMETER SILT FENCE, DURING CONSTRUCTION. ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTES. TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 8. INCORPORATE ADDITIONAL BMP'S WHEN NEEDED DURING THE COURSE OF CONSTRUCTION. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE POLLYWADDLE/ SILT FENCE) FILTER SACKS AS INLETS AND PIPES ARE INSTALLED. wv \ NHOLEL STREET LIGHT STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. -PROVIDE STOCKPILE PROTECTION, CONCRETE/ STUCCO WASH AREAS, AND OTHER BMP'S WHEN + EX SANS EX SAN- EXISTING SANITARY SEWERLINE 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT NECESSARY TO CONTAIN PROPOSED WORK. WLP # �1 y° \ 101 DEPOSITION AND EROSION. '`rye \ ��.A. -- SAN SAN PROPOSED SANITARY SEWERLINE 23 PROPOSED LOT NUMBER 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NUMBERS 101, 102 AND 103 OF TEMPORARY AND PERMANENT STABILIZATION PRACTICES: �6 F,D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, IN ADDITION TO THESE PLANS. -TEMP. HAY BALESISLIT FENCESIFLOATING TURBIDITY BARRIERS PER PLAN. FILTER FABRIC SHALL BE PLACED UNDER 1 1' \ _� ti _ - - _ EXISTING DRAINAGE PIPE 15. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES, RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. THE ROCK GRAVEL DRIVEWAY, AT ALL SWALE OUTFALLS, AND RETENTION POND OUTFALLS. / . 4 \ �� 6� `90 q MODIFIED MIAMI INLET 16. CONTRACTOR MUST INCORPORATE ALL BMPS NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. -PERM. SEEDED/MULCHED,SOD- CONTROLLED GRADING AND DRAINAGE TO DETENTION BASINS. / / / 1 ' �, \ \ ,.,0 � SA 9 _ � _ _ .- 17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAYBE NECESSARY AT CONTRACTOR'S STABILIZE ALL DE-NUDED AREAS IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS -USE RYE GRASS PER y PROPOSED DRAINAGE PIPE EXPENSE. NOI TO BE POSTED ON SITE. MANUFACTURER'S APPLICATION RATES, AND MULCHED WITH STRAW AT 4000 LB PER ACRE. / */ / FOUND 4x4CM w ti o \�� �Ts�o ® TYPE 'C' INLET PLS 3435 21 • c \ a° �v 18. NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO #/ / MA `ti ♦.. O. 9�jr Ex ww EXISTING WATER MAIN //( THE PROJECT ENGINEER. STRUCTURAL CONTROLS TO BE IMPLEMENTED TO DIVERT STORMWATER FLOW FROM RECEIVING WATERS: p,5 / , 19. DEWATERING ACTIVITIES: TEMP. GRAVEL ENTRANCE ROAD, GRADED TO DRAIN TO A TEMPORARY SEDIMENT SWALE OR RETENTION AREA. -6 ,6`6' / \ 1 � ` / \ \ \ �°' WAT WAT PROPOSED WATER M AIN A. DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. TEMP. DRAINS TO RETENTION PONDS �' Q' / / \ 1L �. \ \ JUNCTION MANHOLE B. CONTRACTOR MUST HAVE OR OBTAIN A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A'NOTICED -TEMP. BERMS AT PROJECT PERIMETER - PER PLAN. O / 2� 9 6 GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING". UNLESS DEWATERING ACTIVITIES WILL RESULT INLETS/OUTLETS WILL BE PROTECTED WITH FILTER FABRIC AND PROPERLY INSTALLED HAY BALES. aV.=22.41 61° Q \ , 6 / / % \ �\ 19 Df F11 •� F% FY - EXISTING FORCE MAIN IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. -SILT FENCE SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF DISTURBED AREAS. I `6 G� ,b,- A h �'1 C. NO HYDRAULIC PUMPS MAYBE USED FOR DEWATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR -A DOUBLE ROW OF SILT FENCE WILL BE PROVIDED AROUND ALL STOCK PILE AREAS. �1 DRAINAGE STRUCTURE LABEL !A P / u ,y° \\ 01 \ ,Lt THAT AREA. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDSILAKES) MAY BE EXEMPT FROM THIS aV.=22.35 ,4 t� PQ, j 1 / �0h \ 0y1 0,• ~ PROPOSED FORCE MAIN CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD. PERMANENT STORMWATER MANAGEMENT CONTROLS SUCH AS, DETENTION OR RETENTION SYSTEMS OR VEGETATED SWALES. � \ WET DETENTION SYSTEMS INCORPORATED AS PERMANENT BMP FOR WATER QUALITY CONTROL. Ino ohs ® ry1. �O / Ir �6� 11 ,01 O 1 ,6 0 0�o-� FILTER FENCE/SEDIMENT BARRIER �•DG D. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT d'L\ • ENGINEER AND TO INDIAN RIVER COUNTY. h.. 4&,- P,\ �1 \ \ \ \ N ro 9. PROPOSED FlRE HYDRANT 20. SEE ADDITIONAL DETAILS, SPECIFICATIONS AND REQUIREMENTS ON SHEET 6, 10, & 11. DESCRIBE IN DETAIL CONTROLS FOR THE FOLLOWING POTENTIAL POLLUTANTS: O,P 6 ? N �� / `� S ' \ \ 01 \ ° p \� , R a PROPOSED SPOT ELEVATION WA,STF-(���S��sA�: �u o� ti, 4 / �� 00 ` ` 7�,f ,,,"-,T' � 1 `. N 9.0'R PROPOSED EOP RADIUS I, PROPOSED SIGN -ON STYE WA ILL BE CONTAINERIZED, CONTRACTOR IS RESPONSIBLE FOR RECYCLING ALL WASTE MATERIALS, AL1 - / /���' I I \ I r•\� �1 O O. STORMWATER POLLUTION PREVENTION PLAN WITHAMINIMUMREQUIREMENTOF75%. /h0 �,�� / <\`73. ?¢O \ ° �°• . •-CONCTEREJ STUCCO WASH AREA SHALL BE PROVIDED. 6• / L, 28 R�, 25.0 PROPOSED GRADE /CONTOUR QS SEWER MANHOLE - A SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THE FOLLOWING INFORMATION: -STOCKPILE AREAS SHALL BE PROTECTED WITH SILT FENCE AND STABILIZED/ SEEDED IF LEFT UNATTENDED FOR MORE / ��`6 / h�/ / C /yo,,, X S 2S \ ,�9. \ \ \ 1. DRAINAGE PATTERNS,- SEE SURVEY AND DRAINAGE PLAN SHEET 2,3 & 6. THAN 7 DAYS. \4 / 1� INV. i/ & W SID B 2 2. APPROXIMATE SLOPES AFTER MAJOR GRADING ACTIVITIES -SEE SHEET 6. / 22.7 '_S, 8J9 `!.\\ \ \\ sem`" PROPOSED DRAINAGE FLOW DIRECTION 3. AREAS OF SOIL DISTURBANCE, - SEE SHEETS 2, AND THIS SHEET. OFFSITE VEHICLE TRACKING: // y PLAT BOOK 14, PG. 56 `�4• 90' \ ? \ a,., h K� 4. OUTLINE ALL AREAS THAT ARE NOT TO BE DISTURBED - WA. -PROVIDE HARD SURFACE AT TEMP. DRIVEWAY (ROCK/GRAVEL DRIVEWAY). +,Q ° °S' \` \ " P INV.=17.79 5. LOCATION OF ALL MAJOR STRUCTURAL AND NON-STRUCTURAL -REGULAR MAINTENANCE OF ADJACENT ROAD RIGHT OF WAY, INCLUDING STREET SWEEPING, & RUT REPAIR IN ® / (�� 61 Z7" \ I, A \1x CONTROLS, THIS SHEET. NON -PAVED AREAS. \ 0� ARAN. CULVERT 6, THE LOCATION OF EXPECTED STABILIZATION PRACTICES, -THIS SHEET. y5 I �0 \ ,ry \` ',hl TREE LEGEND 7. NO WETLANDS AND SURFACE WATERS. �oyp ry61 "/ / / 22. ,°'y OkL, r 1 \ 8. LOCATIONS WHERE STORMWATER MAY DISCHARGE TO A SURFACE WATER OR MS4. SEE SHEET 6. 1°� 0 / ,yJ p I + LOT Z °61 \ \ , /tiL 10 ./ N /,�4 OCCUPIED xtiti OCCUPIED xti \ \ \\ �'es,Q 10"'OAK -EXISTING TREE TO REMAIN � w \I ° Q `, y "0, INv ��ti ,. � �co ZONING: RS -10 \ \ \ � ,-,\ 1p 'A • 16'PALM - EXISTING TREE TO BE REMOVED N00'00'15"W --- 9 11 v �� e '� s?• . >, y 22.61 / �� v, (LAND USE: LOW DENSITY I Z \ ," \ 113 - 143.82' �� `�, a \ \s), �,, S89 59 49 E (M) wM+� Q1 / �� z > ') s 7.46 0 / P \ ° T \ TREES ARE MEASURED AT `' ZONING: RS -10 �'LP 01/ a oG / R=125.00 ZONING: RS -10 3?. �.° ���� i\ `F � � BREAST HEIGHT -IN DIAMETER LAND USE: LOW DENSTIY o ��° ��'o �� FOU o _ - - ` - - �. +'� �o���� �_ 20'58 17 LAND USE: LOW DENSITY 1 r + \ � BOUNDARY GAP BETWEEN 1 0) os � W IN L-45.75 FOUND 4x4 CM ooPP N00 04 36 E 289.10 wPP , �ti - ����\ti 5/8 IRC TEL YD o a ���/��J�+ y1 ' r' ��- �� >■. �-� \ \ \� O.R.B. 643/1083 �ry FOUND 518"IRC �� \ LS 3435 60 - -o ti �a 1 , /-x"j ti CHD=45.50 REED 3916 g sF 3F SP I'�VU.4 x4 G. . ,� \ .� G' <" 3 PLS 3435 06 - - - y - - `��- St '� �6 WELL TEL 0 i .1o"oAK "REED -3916" \ P'B77C �O & BLOCK 14, 1 9.75'E. OF S.E. WM® ti' "CART2 IR SET �� ,`r.11 ® N89'46'S8"W \ KER v' �Loti GRAPHIC SCALE 1 6 1 �„-� 20 PINE 16,"BALM SEBASTIAN HIGHLANDS �ti. SET COR. BLOCK 7 o FD PK/D 4 ti' i ti • 5 OAK-, FOUND 4x4 CM v \ ti `9 I'. �. ��. ,� _ _ N00'07'24"E 362,93' n, "CARTER "FC RT "CM PR 9_bOUND 4x4 34.71 -�.._y r -REED 3916 \ �� G.s' y • r " r + F` n1 w 25' S0' 100' 200' ull 1 - s.. . '1" CM (No CAP) NOO 12 21 E 302.1 6 16 PALM • 20""PALM / TE` \ 0 1,1x '6 .S .I / E' �1 M +' SF 9F SF j, 1 .1 r , � g_ Qt \ �9h \ C-) % LR.C.H.C.N. STATION I Op +') l TING h1 20 65 A4 4x4 C ^,,. 14ALM SF 7J 18""PALM 16 PALM S07? „ PMALM �. 20" ALM �0' y GPS 103" N00'00_15=W �, °1 °(s► ALE ,nary' rye, ) >�'. xti SP! \ s� ......r. , I_ i N 1262885.7920 143.82' ti 8PINE 16"PALM CONST.. FILTER FENCE 8p/ 19, \ \ . a WP w P •12 PALM f0 PlNE• 5 PINE SEDIMENTATION CONTROL � SPIN . \ �6 9�'L ( W FEET ) • • 20 PALM O E 821354.1350 �� k1 14 "PINE 0,f •8PINE 8 PINE •6PINE BARRIER AT PERIMETER PRIOR 5PIN • 6P'"� \ ` \ 1 inch = 50 it. 70 PINE •20 PALM 6 Pl \` • 00 1R x'11• i m 5 PINE 6 PINE s `6 !cl) I I CONST. FILTER FENCE s oAK •1sPALM TO CLEARING 4E �6 PINE y r v `O 8 PINE /6 �'� FOUND 4X /( °� �o \` �o,°� R=69*33 " i„ • .6"PfNE 14 'PINE • 20 PALM / x1 \=19 33 O6 SEDIMENTATION CONTROL 12 OAK• 72 PINE rn x•16 PALM 16'PALM 8PINE REED 3916 AT O 1 `' • 6PINE 12 PINE 10 PII:ES PINE 20 PALM • / RIGHT OF WAY • +R1 \ + �p 1 L=221.81' R • r 0p (" I I BARRIER AT PERIMETER PRIOR 6PINE. 6PINE. P.C. .,1x row 6PINE � v 12 PINS •12 PINE • • 78 PAL 6 PINE q.* \ p e CHD=220.73 L I� �4 TO CLEARING 6PINE I? •22 PALM 12 PINE 8PINE' 8 PINE.6PIN£ BLOCK 1 30 PALM 4 PINE ` h r " y 6PINE• xl` l .. •12"f'lNE ■10 PINE 6PINE 24PINE / / ��,- C.B.=554 50 14 W u I 1OPINE .6PINE SEBASTIAN GARDENS SID O •8PINE 10"PINE PLAT BOOK 5, PG. 58 � NOY . �� O N O O' O Q' 1 cj "N! �_ 5 PINE . 8 PINE 6 PINE 10 PINE 8 I 10 PINE • •8PINE 6 PINE• ABANDONED PER ORDINANCE No 0-85-13 143.82' 8 PINES FD 4x4 CML 1 {� 12 PINE OOp y� ` \ rM 4PINE (NO �P) , 14 PALM J6 PALM 12 PINE A-,+ �p (n C) N I I 1210„ t 2 0 OAK f 0 PINE 6 PINE `�� 9b1 BENCHMARK •12 PINE ' 8 PINE C \ � ••4 'OAK +� 6PINE " •6PINE 12 PINE 16"PINE* OD 4 \ 91 EXISTING CATCH BASIN _N � 1, 1 ; 24 0A • • 2'OAK ryti. 24 PINE • f0 PINE / ` " / ` FD "X" EAST SIDE CATCHBASIN (7) Z 26 OAK 6P/NE • : 8 P/NE •8 PINE B PINE •10 PINE fT1 A 2 t ,O. p ,� ELEVATION 17.77' NAVD 1988 / A� 1 HYD WV \ o-�° INDIAN RIVER COUNTY BENCHMARK L00 I D v O 5 1 A rJ 0_ IR SPINE / �$ \ h Ohl "BM 154007" 6 -IJ OIli j 8 PINE• 8"PIN. -6`P INE .. h 6PINE 6PINE 1` G .h CJS I ..I 8'0AK .4PINE x61 p 0 r _ 6 P/NE• • •10"PINE 8 PIN£ • ' / / 14 PALM. � 9ry 1 R EXISTING CATCH BASIN N \ I 5 OAK. .4 PINE D 10 PINI y ITT 8PINE •8 PINE 14 PINE 6PINE J4 PALM. `1 xj EX) S INVT 17.46 0 N00'00' 15"W - .4 OAK •5 0AK 6 OAK• OAK 10 P00 •8PINE 2 I Ifi�PALM •10 PINE �'0 \ c1� I 143.82 I R I I CONST. FILTER FENCE OAK• .4 OAK .6 0`O O c`D, • 10 PINE 10 PIN; .6 PINE • 12 PINE t` 991 ` \ L Z FOUND 4x4 CM I ?� SEDIMENTATION CONTROL .4 oAK «/ o.4 •6 OAKSX3 .4 OAK 8PINE• (f) . \ ���� y (BROKE) (NO CAP) O Z � W '14 OAK 4 OAK•; 1 OAK .10 PINE 8 PI n Z % • v \ r w BARRIER AT PERIMETER PRIOR 4'OAK .12 PI"E 7 s p,NE ( 16 PALM \ \ s AT RIGHT OF WAY p •f0 PINE \ 24 PINE 0000 14 PALM \ \ � Z 1 wis: I Z TO CLEARING 8 PINE• CO 2 I •10 PINE c) Q .... BLOCK �8 PALM • 20'PALM • X 30 OAK g \`' �0a I *'�] OJ 6 ( / h1 n 8 :INE 12 PINE • - N I 16 PALM 16 PALM PR \ 116 6 O ti' 12 PINE• = II 12 PINE B P/NE � ( 14 PALM J4 PALM• \ � "3 � a C) � Q7 Z ej xti rn 12 PALM. v 00 Z� ZOi ( I- 8 PINE• Z O 4 "I 6PINE• I-:� VACANT , W 0 I 0 D E D • 78 PALM 1 ��' T_ 12PALM 14PALM 18 PALM \ \ \ O`9 -13 �I N � .10"0AK ; .0AK •10 OAK (n 0 - _ 20 PALM 16 PALM• �1 1° D 4 OAK �o �, 'PINE. O.R.B.R1786 17 �5 A n .6 OAK E 10 P NE � 4a � `� �� \`• o II C.I 10 PINE. rTl O 4 O K R/W LINE OF MAIN STREET16" �N, I 2 O O � 8"0�41i••5 OAK � 10 PINE I 16 P M. ` 0- \ \ � � D 5 OAK • .6 A AK OA>G " cn -� 10 PINE 8 "PINE n AS FOUND MONUMEN� E 16' P 1 D P, d� \ \ \ r- ° -I � Q) I K 1 Da O ;I 0 72 PINE. s g r. 10 PINE s I . 14 PAtM \ \ OAK 5 nl O � N� 3 7'O.S "E 4OOAKS •' f "0q �4� AK x`)'l• O %L7 8 -PIN; - ZA (n� � _ I 4 OA� �•''(Iq� to co i O t0 PINE• O Z 4B, %g'wPP h� 5 OL3Kti• '�O4��AK A- A N< VI V A C A N T, W O O D E D 4' Z I 14 PALM -1 96 OAK �} A v • 16 PALM �,y ♦° R=196Q.OQ --I C) p °4q.,\ 10 OAK n O 76 PALM. •16PALM \ \ y �� • r _n L1 ,'l 1 `, c., •14 PINE •10"PINE ry 6 P IE • 18PALM'•18 PALM \ 6 0h 0=5 59 52 II r Z _I ,616A ` -,�:, CO1 Gni �0 ^ \ 8 PINE' B PINE • RR ,g L=205.1 7' r O ? I I01 "'6`)` rY1 N� v I 8PINE- 70 PINE • . Z6WN�� 5 P 0 1 ry \ CHD=2Os.O8, rr Z "' I I`°I PINE om I \ \ C.B.=S6T36 43 W ~ O •12 PINE Z 16 PALM 0" A. L C) •12 PINE .6"PINE O � M 1 4 , \ \ ^I n C 00 8 PINE• z � � .I LANDS DESC. IN O.R.B. 643, PG. 1083 w o 0 1 h1 P 1sPAL � \ "' I F XIV N �' .ti�� I ti� YUCCA COURT .4 \ \ rn - TRASH � • 4PINE \t\ \ 90,1' o"m O 1 . g B PINE p 16 PAL 10" LM ' \ \ )' co / - G N c 1 13I CONST. TEMPORARY CONCC TE `' • 18 oAK 6 cn 76 PALM• P, \ ti° Nq, NOTE: �l D S UC :, . 5 PINLAt \ h h C,4 �_ SETTLING BASIN WASH UEA _u 12 OAK. •12 OAK 6 PIN � PNE 1 °� °� `� P.R.C. COMPS. NON -TANGENT � � � USING FOUND CONTROL. p 12 PALM' 6" Nf• g P! h .8PINE CONST. FILTER FENCE FOUND 4x4 CM 1 A 7 v 10 OAK• 6PINE' ` \ O I Iw 8PINE2 PINE .4 PINE ' PINE ` LB -6840 AT � Z ,� x ti I"\ 0) J4 PAL SEDIMENTATION CONTROL •4 PINE .PINE 5*YN I . \ .10""PINE BARRIER AT PERIMETER PRIOR .4 PINE 14, RIGHT OF WAY TO CLEARING 4 -PINE" •, PINE P.R.C. I o � o � 20'X50' CONSTRUCTION ACCESS ' I .6 PINE � .12 PALM 4 PINE' • \� \ o z � I 'v: CONTRACTORS _� 7 PINE• PIN \ I z o S. LINE OF O.R.B. oG PROVIDE TEMP. GRAVEL/ROCK TRAILER A- 4PINE L, �' B -Z ROAD SURFACE OVER STABILIZED I v 4PINE• .6 PINE 5 PlN "PIN \ -� R=2040.00 0 643, PG. 1083 -� _� EARTH. CONTRACTOR MUST CLEAN\1 BLOCK 1 6PINE. 4 PINE . \ o D=210'42" CWT) � � ( I I�' •18 PALM .6 PINE • 5P \ O r ;3=f+lAF •10 PINE •f0 PINE AX��F,-"50,� • 8 PINE fi PINE 6PINE POWERLINE ROAD REGULARLY I CONST. FILTER FENCE .6 PINE 6 P/NE 5 PINE' �" - \ ti L=77.55 P.O.B. 4PINE' 7PINE' ''P,N CHD=77.55' o I I I a oAl� FROM VEHICLE TRACKING. SEDIMENTATION CONTROL .7 PINE SPINE. 8P E ` C.B.-N68' 11'54' o,7o,, s OAK• BARRIER AT PERIMETER PRIOR 12 PALM PARCEL 2 PALM-.14PALM ; PINE 6PINE .4 PINE 8 P E r N � - � (�) \ .8"' - " , ; • O.R.B. 1786/1715 14f4 PALM% .8 PINE 7"PINE• -y \� zr >"\ > r' 0 8 0, , 7 OAK.�fO OAK . ■6 OAK CONSTRUCTION Soo' 18'07 w 159.00 TO CLEARING .14 PALM .14 PALM 6"PINE' -5 OPINE 4" (NF • P!I} '� 9s 14 PALM* 14 PALM •14 PALM •4 PINE +''i .4 PINES 6 PINE( J :k ,.0 ~ FD 3 47P \ k`O1 1� i 61 18 PALM _ ____ ____ •12 PALM •12 PINE A6 _ Q 8 PIN -tet �- �° iY / x.j •,�). ENTRANCE - 12 -PAL 6'-10 PINE CLUSTER 8 p,NE• 4PJN£'4 P E 8 f'IN 4 I �B °'' � • V? 4PINE • 5 Plld 1r : \ " . 'e-- 12 PALM 18 PINE ago 4"PINE. - "PlNE.6"Pl "n� o_ i ,� .fl O� O 10 W (NO CAP) 11 `� S 00'08'22"V11 ; 12P� s .4 PINE ',-� �, s. � ti WPP ,s �� �� • ,p . .18 PALAF� - 66 43' O.R.E� 1786'. •� 15 sY. 1p�_ r. - ., - .-. �= " r t •., �. �. b• 1 �a+ )) g g• 1 r 9r, W, w SF' SF_6:A0;& 1 SF s' K' - �--i`S�INE __ o_ 4�Pg a iINE \'p\ WPP nl -4 - k a rr E',111111110 4 O�V� ? 20. DO' �`. "'S I y .� �� _� 99'6. 9 FOUND ` s �. 30 OA O24OAK ?� Z S OO'04 39 W �� 662.74 ( �• ? ? - _ 1260. 5 . �? o >_ 'W15 ,� �� s ss ` -19.98' ,h• 4x4 C >I r, ?O a� r,� 4DA. ,�O �?,� ?O �,' e' >. 1 ,�, e� ,� ,?� .? ,tom _ ?J- ,? A_ e-•u�,_ ;sir_ O��e. 9 •a+ �_ -O o- ' ?s >_ ''A MJTERED ENDP�� r'O .'��- .'� ? •,?�_ s ,' <? ? ,'u' q. CM �•,� y > •s J s S �_ 9- it • tJ� ,��LB-684 r,,>> o• �. 1. ..� • s- o_ �. m. >. s_ o. 4x TAMP N N 1 � NOT INCLUDED V os os ATO BE LET NOT II LUDED o �o �o FOVN9 916 "O / �? `�,� 'i--- �� �� 18 CM 18 PE �7" �'' �� os PIPE o` "' EXISTING SI-- -o s. EXIST. POWER POLE �_ , �- EXISTING �- o. �8- s �_ �o �o ss_ ss_ REED 3 a \//r'9o' . NV.=19.14 1 20. .3 0' ? A_. �o o ' O . O.R.B. 754, PG. 161 1 ��. ro BE . 0 00 SWALE • � ,p • o . � A "REMOVED 0. R. B. 75 PG. 161 ,� 7 - SWALE REMOVED ,� •r'o 15PE 61 xs 10 s- .� �� i - i?0 r'o�os s- • ' 86' EXIST TYPE 'F' `rn '- �o r'o �y. 294' EXIST TYPE F' ?moo ?�,• rn s,,_ ?y`�o s`'0 r'o TRACT D, �aB. 5, PG. 58; 0 `'o CPP � ryry:- p2.11' P� �/ o moo\ 4wpp 24 P ms_ o' CPP , T,0 BE REMOVED `�� TEL �� `'sem s C'P 3, > P �. o,s <'� r-- Q:s - - e Q Now -ml 4y5"E - - lyp TO BE REMOVED ? - - - .� - ,-- - - W - '� e L - - > FM - o o- \` > o, p ^ 44 OHW Qlry_n, r� �- OHW �� OHiN •ems I I QHW ?�.�' - -il. E7L kjl O( FY r EX FY _�.+� _ EX Fl I _ D( r+ E1I FM •*• - _, FM D! FY EX FM _ _ 8s� o \4 P \ �i _ 100.00 WPP _ � EX Ac - c - � t]L -� - _ - _L _ !.1" ,EM... , . _ _ - - ,- - _ - - di- - - -�--- oasr. z' TPE T - �� i � yy��cs _ ,? ,� ,r, p� 6' r, �'� - �� ,� �.� ,? o `� s ? rn,� O ?,- �� r 6> -� . e ® - ,y � - '� �s • i,e-'. c � 3. SDC FY �_ OL _ ? .. ., ,, .I_. -c = z'�gt TE �r c� 0 e� e,� 22.25 e' c�c1 `-'i ._�' -� ''•�- o k \\ --24.14'406-- o ., .��ss �� - - '�'}�' --.� O- .ST- -s,- -•-,� c� c3- ,� �. Tr .> rt c�V, ,� sr v' - e� v'- . ,> > �- 3, `3`.-r:.; , `' a`'�r- ai e? 'to. w>_ ?1 �. ? •! " > .� ? 8 o�j v'•.3 .T_ v`- ? �- x. o Oi \ " -_ _�__._ ,_ °' _. ___ _--- --_-- `_ .� 0 12 x18" ERCP `'o. `.fl_ IST. 6 PVC F.M �- s-�.�_.'_ s, o. ,�`-• � 'v_�_ 9� -- - � �'rs - �s- ��� -�`� ,ca r � ,fl_ -•p v' I::x.1.. - _.. _ -- ..._- -- -- - --- , - •_ - .. _ _ ... .. ---'-"-'y. ,� ,n ,� c� ,� ,? ,� r'� r' ��s .cam- A \\ / r, r'� EX,pT. ,0 : &43/ 1 USS ,0 � � ,_ 12• PVC W - - - - - - - _ W.M.w > +: ,� > R V` �r a s AI�I _.=._2$9_� o _s= _ ._ - �- - - - _ -_ _ - --�� s _ �' - - - `'�® EXIST. C = - ',�" �_ & 2 ,A� �. s I' o y. \ 1. 2 n� 00.00 15 PE , •s , o 0 0 r'irsfl ® - _ o = - -s'" .. - _ - - e WPP . _ �- _ e .- _ I�_ - = yI­ IV 7 c4._ sca+c ' 4 �i i _ C �� ,� "s i ��q -w 0 i _ st+ wwe - ?, T- - �j' e' `� �� WPP \\ 1A �K r{ , i�'S �s �� . I I ���. � \jr 1 - -cis _ 3.9 -a`.� .-�� // c� �. ..; F>. is i • ' .- _�"1. , ., �`i', ��S`. '�0- ,) '' _ �'„" - v`�-'' Ip �'ir �" r - - � P v' c�� ' o'• 76+. -.O �' CP \'rte,• CATCHGRATE BASIN E-, TYPE 'F" CIIFtB a , 110- N00 04 39 �_ .�_ A . S00 04 3 _ _ ,. 2 ,y s, id" flo:- - 6 d'.�. >o. r. , may' 9 0> `sw. �'o. 671 .45" rya \ --/ s .s `r s .m 'mo o- o IV fl-"- ' r'- ss- 3 �''• 1 \ \ \\ CRATE=16.14 �_ 1 s. o 736.65 P � pry ( _ �. ` S.INV. 17.39 FOUND 4x4 AI I/ ZONING: RS -20 I I ZONING: CG \ \ W.INV.=17.54 S.E. COR. SECTION 1, \� 6 TWP. 31 S., RGE. 38 E P.O.B.BI I II I LAND USE: MEDIUM DENSITY I .4Da P.O.C. LAND USE: COMMERCIAL GENERAL ZONING: PS CATCH BASIN - O C.C.R. 65497 EAST UNE OF S.E. 114 SECTION 1, 11 I I FOUND 5/8%RC LB 6840-N.E. COR. r i�� LAND USE: INSTITUTIONAL CATCH BASIN N 122944.460 TWP. 31 S, RGE• 3 E. o II OF S.E. 1/4 SECTION 1, -FOUND 4x4 CM (NO CAP) 100 EXIST. R W- GRATE= 19.21 '7 \ � E 824883.685 TWP. 31 S., RGE 38 E. 0.53'S., 5.54'E. POWERLINE ROAD INV.= r) . �Fl . - Z?: F F: F Z a � 0 a cn - a' Qt f a a 0 S 5 w Q' Ic e N Di Oto U .�m m 07 � 0 p� m m m ■1 W 22 W i 0 3 VU Lu cit O O U h 0 wa o w W O N p 1W N} V O W F w U 11U m N U ,a I Sow awom�a =ow awzMC) L)w w w Wa w <a 3 0��ozw 3or-_oo� � m,s a-: �wx=� WK==wVl �2vwi 0_ \�a33 0_ I/ / \ dC J /ENGINEER a E E J Legend &Abbreviations: (symbols not scaleable for size) O0 co 0 z DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY: DEMOLITION, LAND CLEARING, EARTHWORK, PAVING AND UTILITY WORK FOR BUILDING, PARKING AND SITE APPLICATION RATES OF ALL FERTILIZERS, HERBICIDES AND PESTICIDES: PLAN PREPARATION: /OSION 1. THIS PLAN ORIGINALLY PREPARED BY THE OWNER'S ENGINEER. THIS PLAN WILL BE EROSION/1j�R/5 11j�Ef��{Tt(�N CONTROL THE LAND DISC UR81NG ACTIVITY SHALL CONFORM TO EXISTING TOPOGRAPHY - J 90 N CONTROL NOTES INTENDED TO TRAP IMPROVEMENTS. -NONE PROPOSED. E1. AS IT DEEMS A. PRACTICAL EROSION PLS PROFESSIONAL LAND SURVEYOR (p) 0�cn Z SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES E MADE FUNCTIONAL MADE AVAILABLE TO CONTRACTOR TO EDIT, CHANGE, MODIFY, P RMIT CONDITIONS AND AND SOIL TYPE SO AS TO CREATE THE LOWES _ PSM - PROFESSIONAL SURVEYOR & MAPPER (C CALCULATED 23.5 PROPOSED GRADE - U- co n SEDIMENT SHALL BE CONSTRUCTED ASA FIRST STEP IN ANY LAND DISTURBING ACTIVIN AND SHALL B BEFORE UP-SLOPE LAND DISTURBANCE TAKES PLACE. DESCRIBE THE INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES: STORAGE, APPLICATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES: NECESSARY FOR COMPLIANCE WITH FDEP REGULATIONS, E POTENTIAL. - 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND 1. SITE PREPARATION AND STABILIZE CONSTRUCTION ENTRANCE. -NONE PROPOSED. AS REQUIRED FOR CONTRACTOR TO SIGN THE CERTIFICATION BELOW. B. LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN A MANNER MINIMIZINH LB LAND SURVEYING BUSINESS19 NAVD - - NORTH AMERICAN VERTICAL DATUM OF EXISTING SURFACE MATERIAL ON BALANCE T SITE. 2. INSTALL SILT FENCE AROUND PERIMETER OF SITE. INSTALL TURBIDITY BARRIERS AT ALL 2. THE FOLLOWING CERTIFICATION SHALL BE SIGNED 8Y THE ENTITY (CONTRACTOR) EROSION. C CENTERLINE - TRAFFIC CONTROL BOX BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE_ _ FLOATING OUTFALL LOCATIONS. CLEAR LAND. CONSTRUCT BERM ON PERIMETER AND TEMPORARY DESCRIPTION OF THE MAINTENANCE PLAN FOR ALL STRUCTURAL AND NON-STRUCTURAL CONTROLS- RESPONSIBLE FOR SWPP PIAN IMPLEMENTATION: C. THE DISTURBED AREA AND THE DURATION OF EXPOSURE TO EROSIVE •a3• TYPICAL ELEVATION PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLO - GUY WIRE SWALES AS SHOWN ON PLANS. BERM SHALL BE CONSTRUCTED USING INITIAL -CONTRACTOR SHALL HAVE SWPPP COMPONENTS INSPECTED BY A FDEP CERTIFIED INSPECTOR AND MAINTAIN ALL CONTROLS DAILY, AND ELEMENTS SHALL BE KEPT TO A PRACTICABLE MINIMUM. R - RADIUS AIC AIR CONDITIONER ONTO ADJACENT PROPERTIES. IMPORTED FILL MATERIAL. THE BERM AND SWALE SHALL BE SEEDED. HAVE WEEKLY SWPPP INSPECTION REPORTS PREPARED, AND WITHIN 24 HOURS OF THE END OF ANY RAINFALL EVENT THAT IS)4.OR GREATER. • I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE D. EROSION CONTROL MUST BE STRICTLY MAINTAINED DURING CUT AND FILL L - LENGTH �' - WOOD UTILITY POLE 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER ® - TELEPHONE SERVICE CONC. CONCRETE FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN ENGINEER SHALL INSPECT PERIODICALLY. PREPARED UNDER R DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM OPERATIONS EI - DELTA ANGLE - F.F. FINISH FLOOR AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 TOTAL AREA OF THE SITE: 13.01 ACRES DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND E. DISTURBED SOIL SHALL BE STABILIZED AS QUICKLY AS PRACTICABLE. E/p - EDGE OF PAVEMENT ® CABLE T.V. BOX - (7) DAYS TO DENUDED E TOTAL AREA OF THE SITE TO BE DISTURBED: 13.01 ACRES EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR F. WHENEVER FEASIBLE, NATURAL VEGETATION OR MULCHING SHALL BE BIC BACK OF CURB ® - ELECTRIC BOX BSB BUILDING SETBACK LINE DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE NOTES: PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR EMPLOYED TO PROTECT EXPOSED CRITICAL AREAS B.M. BENCHMARK LIGHT POST EL./ECFV. ELEVATION YEAR. EXISTING DATA DESCRIBING THE SOIL OR QUALITY OF ANY STORMWATER DISCHARGE: 1.THIS PLAN (SHEETS 4 AND 5), COPY OF FDEP NOI (STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY DURING DEVELOPMENT. POC POINT OF COMMENCEMENT - WELL 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED, COVERED OR CONTAINED WITH GS BY SHEETS 2. NO DISCHARGE FROM DISTURBED AREAS IS ANTICIPATED. SEE SOIL BORINGS DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES) AND ALL REQUIRED INSPECTION REPORTS, KNOWLEDGE AND BELIEF TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE G. TEMPORARY VEGETATION OR MULCHING SHALL BE EMPLOYED TO PROTECT y HYDRANT R1W RIGHT SEDIMENT TRAPPING MEASURES. THE CONTRACTOR OF WAY IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT _ - TESTS, AND ALL OTHER DOCUMENTATION SHALL BE KEPT AT THE PROJECT SITE. SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE EXPOSED CRITICAL AREAS DURING DEVELOPMENT. POB POINT OF BEGINNING STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. DRAINAGE AREA SIZE FOR EACH DISCHARGE POINT: _ - OT OTHERWISE PERMANENTLY STABILIZED. 2.THE FOLLOWING CERTIFICATION SHALL BE COMPLETED BY AL CONTRACTORS/ SUB -CONTRACTORS H. PERMANENT VEGETATION AND STRUCTURAL EROSION CONTROL MEASURES o - (PCP) PERMANENT CONTROL POINT GATE VALVE AB AS BU 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT HE ENTIRE SITE = 13.01 ACRES POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS." KALON 6. AFTER ANY SIGNIFICANT RAINFALL, W OR GREATER) SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. RESPONSIBLE FOR ANY PORTION OF THE IMPLEMENTATION OF THE S.W.P.P.P.: SHALL BE INSTALLED N SOON AS PRACTICABLE. PCP - PERMANENT CONTROL POINT C IRRIGATION VALVE PIK PARKER - ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. LATITUDE AND LONGITUDE OF THE SITE: BY: DATE: I. ADEQUATE PROVISIONS MUST BE PROVIDED TO MINIMIZE DAMAGE FROM I� - (FIRM) PERMANENT REFERENCE MONUMENT ® WATER METER 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS LATITUDE = N 27° 48'50.6' CERTIFICATION: SURFACE WATER U THE CUT FACE OF EXCAVATION - - CONTAINED WITHIN AN ADEQUATE TEMPORARY N PERMANENT CHANNEL, FLUME, ' I CERTIFY UNDER THE PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH, THE TERMS AND SIGNATURE OR THE SLOPING SURFACE OF FILLS. PRM - PERMANENT REFERENCE MONUMENT S - SANITARY MANHOLE LONGITUDE = W 80" 28' 44-6' CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE J. TO THE EXTENT NECESSARY, SEDIMENT IN RUNOFF WATER MUST BE TRAPPED IR IRON PIPE ® SANITARY SERVICE SLOPE DRAIN STRUCTURE OR APPROVED CONTROL ® SEPTIC TANK SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS BEST MANAGEMENT PRACTICES (BMPS AND MEASURES THAT WILL BE IMPLEMENTED AT THE CONSTRUCTION AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN BY THE USE OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS OR SIMILAR IP IRON PIPE 8. SED ) PREPARED THEREUNDER,' THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT SITE AND TIME FRAMES IN WHICH THE CONTROLS WILL BE IMPLEMENTED: ARCHAEOLOGICAL: MEASURESUNTIL HE DISTURBED AREA IS STABILIZED. Q - (IRC} IRON ROD &CAP DRAINAGE MANHOLE E TIME IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, STONE TOOLS, K CUTS AND FILLS MUST BE CONSTRUCTED IN SUCH A MANNER THAT EROSION - � - CURB INLET ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. THE CONTRACTOR WILL USE HAY BALES, SILT FENCE, FILTER BARRIERS, AND OTHER BMPS. THE IRC IRON ROD &CAP SWPPP NAME CONTRACTOR OR NAME/SIGNATURE DATE AND RUNOFF FROM THE SITE DOES NOT ENDANGER ADJOINING PROPERTY. � - SURFACE INLET 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, FRAMES FOR CLEARING, EARTHWORK, AND ANTICIPATED BMPS ARE: OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED - CM CONCRETE MONUMENT TAERFO THE WORK AREA N THE GREATEST EXTENT POSSIBLE DURING IPTION OF WORK/ TITLE SUB CONTRACTOR TO CERTIFICATION WITH THE NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE L. FILLS MAY NOT ENCROACH UPON NATURAL WATERCOURSES OR ( ® MITERED END SECTION CONTROL SEDIMENT TRANSPORT ANDS Q���le� CONSTRUCTED CHANNELS IN A MANNER SO AS TO ADVERSELY AFFECT CM - CONCRETE MONUMENT - CONSTRUCTION. 1. INSTALL SILT FENCE AT PERIMETER OF SITE AND SILT BARRIERS AT DOWNSTREAM DITCHES/SWALES. I t IVS) ILITY (NAME, ADDRESS, PHONE) ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED PROJECT OTHER PROPERTY OWNERS WITHOUT ADEQUATE PROVISIONS FOR AN - � CONCEPTUAL DRAINAGE 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE 2. CLEAR/GRUB AREA NECESSARY FOR TEMPORARY GRAVEL DRIVEWAY AND ADJACENT SWALE. SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE EQUIVALENT ALTERANTE SYSTEM WITH A POSITIVE OUTFALL FD FOUND -� STREET SIGN INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY 3. CONSTRUCT TEMPORARY GRAVEL DRIVEWAY WITH SWALE, AND GRADEISOD SWALE AT VICINITY OF SUCH DISCOVERIES. THE PERMITEE,OF H OR OTHER DESIGNEE, SHOULD CONTACT THE (M) MEASURED RESPONSIBLE FOR ALL SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END ENTRANCE. FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, REVIEW AND M. ALL R.O.W.'S, WATERWAYS, STREETS AND SIDEWALKS SHALL BE BUFFERED BY RE EACH WORKING DAY. 4. CLEAR BALANCE OF SITE. I COMPLIANCE SECTION AT 850) 245-6333 OR (800) 847-7278, AS WELL AS THE APPROPRIATE A TWENTY QUI FOOT WIDE STRIP S GRASS OR OTHER SUITABLE MEANS. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,PROVISIONS SHALL BE MADE TO S. CONSTRUCT 12• RCP AND MITERED END SECTIONS. . V� ( N. GRADING EQUIPMENT MUST CROSS FLOWING STREAMS BY MEANS OF PERMITTING AGENCY OFFICE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL BRIDGES OR CULVERTS EXCEPT WHEN SUCH METHODS NOT FEASIBLE AND LEGEND MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED 6. IMPORT FILL MATERIAL: EVEANDNT WRITTEN AUTHORIZATION FROM THE DIVISION OF HISTORICAL RESOURCES. IN THE PROVIDED IN ANY CASE, THAT SUCH CROSSINGS ARE KEPT TO A MINIMUM AND ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE -CONSTRUCT CONTAINMENT BERMS. SEEDIMULCH BERMS. � EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED SEDIMENTATION CONTROL DEVICES ARE PROVIDED. REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. -FILL BALANCE OF SITE. ACTIVITIES, ALL WORK SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY 7. MAINTAIN DOWNSTREAM SILT BARRIERS AND PERIMETER SILT FENCE, DURING CONSTRUCTION. ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTES. TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 8. INCORPORATE ADDITIONAL BMP'S WHEN NEEDED DURING THE COURSE OF CONSTRUCTION. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE POLLYWADDLE/ SILT FENCE) FILTER SACKS AS INLETS AND PIPES ARE INSTALLED. wv \ NHOLEL STREET LIGHT STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. -PROVIDE STOCKPILE PROTECTION, CONCRETE/ STUCCO WASH AREAS, AND OTHER BMP'S WHEN + EX SANS EX SAN- EXISTING SANITARY SEWERLINE 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT NECESSARY TO CONTAIN PROPOSED WORK. WLP # �1 y° \ 101 DEPOSITION AND EROSION. '`rye \ ��.A. -- SAN SAN PROPOSED SANITARY SEWERLINE 23 PROPOSED LOT NUMBER 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NUMBERS 101, 102 AND 103 OF TEMPORARY AND PERMANENT STABILIZATION PRACTICES: �6 F,D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, IN ADDITION TO THESE PLANS. -TEMP. HAY BALESISLIT FENCESIFLOATING TURBIDITY BARRIERS PER PLAN. FILTER FABRIC SHALL BE PLACED UNDER 1 1' \ _� ti _ - - _ EXISTING DRAINAGE PIPE 15. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES, RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. THE ROCK GRAVEL DRIVEWAY, AT ALL SWALE OUTFALLS, AND RETENTION POND OUTFALLS. / . 4 \ �� 6� `90 q MODIFIED MIAMI INLET 16. CONTRACTOR MUST INCORPORATE ALL BMPS NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. -PERM. SEEDED/MULCHED,SOD- CONTROLLED GRADING AND DRAINAGE TO DETENTION BASINS. / / / 1 ' �, \ \ ,.,0 � SA 9 _ � _ _ .- 17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAYBE NECESSARY AT CONTRACTOR'S STABILIZE ALL DE-NUDED AREAS IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS -USE RYE GRASS PER y PROPOSED DRAINAGE PIPE EXPENSE. NOI TO BE POSTED ON SITE. MANUFACTURER'S APPLICATION RATES, AND MULCHED WITH STRAW AT 4000 LB PER ACRE. / */ / FOUND 4x4CM w ti o \�� �Ts�o ® TYPE 'C' INLET PLS 3435 21 • c \ a° �v 18. NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO #/ / MA `ti ♦.. O. 9�jr Ex ww EXISTING WATER MAIN //( THE PROJECT ENGINEER. STRUCTURAL CONTROLS TO BE IMPLEMENTED TO DIVERT STORMWATER FLOW FROM RECEIVING WATERS: p,5 / , 19. DEWATERING ACTIVITIES: TEMP. GRAVEL ENTRANCE ROAD, GRADED TO DRAIN TO A TEMPORARY SEDIMENT SWALE OR RETENTION AREA. -6 ,6`6' / \ 1 � ` / \ \ \ �°' WAT WAT PROPOSED WATER M AIN A. DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. TEMP. DRAINS TO RETENTION PONDS �' Q' / / \ 1L �. \ \ JUNCTION MANHOLE B. CONTRACTOR MUST HAVE OR OBTAIN A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A'NOTICED -TEMP. BERMS AT PROJECT PERIMETER - PER PLAN. O / 2� 9 6 GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING". UNLESS DEWATERING ACTIVITIES WILL RESULT INLETS/OUTLETS WILL BE PROTECTED WITH FILTER FABRIC AND PROPERLY INSTALLED HAY BALES. aV.=22.41 61° Q \ , 6 / / % \ �\ 19 Df F11 •� F% FY - EXISTING FORCE MAIN IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. -SILT FENCE SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF DISTURBED AREAS. I `6 G� ,b,- A h �'1 C. NO HYDRAULIC PUMPS MAYBE USED FOR DEWATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR -A DOUBLE ROW OF SILT FENCE WILL BE PROVIDED AROUND ALL STOCK PILE AREAS. �1 DRAINAGE STRUCTURE LABEL !A P / u ,y° \\ 01 \ ,Lt THAT AREA. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDSILAKES) MAY BE EXEMPT FROM THIS aV.=22.35 ,4 t� PQ, j 1 / �0h \ 0y1 0,• ~ PROPOSED FORCE MAIN CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD. PERMANENT STORMWATER MANAGEMENT CONTROLS SUCH AS, DETENTION OR RETENTION SYSTEMS OR VEGETATED SWALES. � \ WET DETENTION SYSTEMS INCORPORATED AS PERMANENT BMP FOR WATER QUALITY CONTROL. Ino ohs ® ry1. �O / Ir �6� 11 ,01 O 1 ,6 0 0�o-� FILTER FENCE/SEDIMENT BARRIER �•DG D. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT d'L\ • ENGINEER AND TO INDIAN RIVER COUNTY. h.. 4&,- P,\ �1 \ \ \ \ N ro 9. PROPOSED FlRE HYDRANT 20. SEE ADDITIONAL DETAILS, SPECIFICATIONS AND REQUIREMENTS ON SHEET 6, 10, & 11. DESCRIBE IN DETAIL CONTROLS FOR THE FOLLOWING POTENTIAL POLLUTANTS: O,P 6 ? N �� / `� S ' \ \ 01 \ ° p \� , R a PROPOSED SPOT ELEVATION WA,STF-(���S��sA�: �u o� ti, 4 / �� 00 ` ` 7�,f ,,,"-,T' � 1 `. N 9.0'R PROPOSED EOP RADIUS I, PROPOSED SIGN -ON STYE WA ILL BE CONTAINERIZED, CONTRACTOR IS RESPONSIBLE FOR RECYCLING ALL WASTE MATERIALS, AL1 - / /���' I I \ I r•\� �1 O O. STORMWATER POLLUTION PREVENTION PLAN WITHAMINIMUMREQUIREMENTOF75%. /h0 �,�� / <\`73. ?¢O \ ° �°• . •-CONCTEREJ STUCCO WASH AREA SHALL BE PROVIDED. 6• / L, 28 R�, 25.0 PROPOSED GRADE /CONTOUR QS SEWER MANHOLE - A SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THE FOLLOWING INFORMATION: -STOCKPILE AREAS SHALL BE PROTECTED WITH SILT FENCE AND STABILIZED/ SEEDED IF LEFT UNATTENDED FOR MORE / ��`6 / h�/ / C /yo,,, X S 2S \ ,�9. \ \ \ 1. DRAINAGE PATTERNS,- SEE SURVEY AND DRAINAGE PLAN SHEET 2,3 & 6. THAN 7 DAYS. \4 / 1� INV. i/ & W SID B 2 2. APPROXIMATE SLOPES AFTER MAJOR GRADING ACTIVITIES -SEE SHEET 6. / 22.7 '_S, 8J9 `!.\\ \ \\ sem`" PROPOSED DRAINAGE FLOW DIRECTION 3. AREAS OF SOIL DISTURBANCE, - SEE SHEETS 2, AND THIS SHEET. OFFSITE VEHICLE TRACKING: // y PLAT BOOK 14, PG. 56 `�4• 90' \ ? \ a,., h K� 4. OUTLINE ALL AREAS THAT ARE NOT TO BE DISTURBED - WA. -PROVIDE HARD SURFACE AT TEMP. DRIVEWAY (ROCK/GRAVEL DRIVEWAY). +,Q ° °S' \` \ " P INV.=17.79 5. LOCATION OF ALL MAJOR STRUCTURAL AND NON-STRUCTURAL -REGULAR MAINTENANCE OF ADJACENT ROAD RIGHT OF WAY, INCLUDING STREET SWEEPING, & RUT REPAIR IN ® / (�� 61 Z7" \ I, A \1x CONTROLS, THIS SHEET. NON -PAVED AREAS. \ 0� ARAN. CULVERT 6, THE LOCATION OF EXPECTED STABILIZATION PRACTICES, -THIS SHEET. y5 I �0 \ ,ry \` ',hl TREE LEGEND 7. NO WETLANDS AND SURFACE WATERS. �oyp ry61 "/ / / 22. ,°'y OkL, r 1 \ 8. LOCATIONS WHERE STORMWATER MAY DISCHARGE TO A SURFACE WATER OR MS4. SEE SHEET 6. 1°� 0 / ,yJ p I + LOT Z °61 \ \ , /tiL 10 ./ N /,�4 OCCUPIED xtiti OCCUPIED xti \ \ \\ �'es,Q 10"'OAK -EXISTING TREE TO REMAIN � w \I ° Q `, y "0, INv ��ti ,. � �co ZONING: RS -10 \ \ \ � ,-,\ 1p 'A • 16'PALM - EXISTING TREE TO BE REMOVED N00'00'15"W --- 9 11 v �� e '� s?• . >, y 22.61 / �� v, (LAND USE: LOW DENSITY I Z \ ," \ 113 - 143.82' �� `�, a \ \s), �,, S89 59 49 E (M) wM+� Q1 / �� z > ') s 7.46 0 / P \ ° T \ TREES ARE MEASURED AT `' ZONING: RS -10 �'LP 01/ a oG / R=125.00 ZONING: RS -10 3?. �.° ���� i\ `F � � BREAST HEIGHT -IN DIAMETER LAND USE: LOW DENSTIY o ��° ��'o �� FOU o _ - - ` - - �. +'� �o���� �_ 20'58 17 LAND USE: LOW DENSITY 1 r + \ � BOUNDARY GAP BETWEEN 1 0) os � W IN L-45.75 FOUND 4x4 CM ooPP N00 04 36 E 289.10 wPP , �ti - ����\ti 5/8 IRC TEL YD o a ���/��J�+ y1 ' r' ��- �� >■. �-� \ \ \� O.R.B. 643/1083 �ry FOUND 518"IRC �� \ LS 3435 60 - -o ti �a 1 , /-x"j ti CHD=45.50 REED 3916 g sF 3F SP I'�VU.4 x4 G. . ,� \ .� G' <" 3 PLS 3435 06 - - - y - - `��- St '� �6 WELL TEL 0 i .1o"oAK "REED -3916" \ P'B77C �O & BLOCK 14, 1 9.75'E. OF S.E. WM® ti' "CART2 IR SET �� ,`r.11 ® N89'46'S8"W \ KER v' �Loti GRAPHIC SCALE 1 6 1 �„-� 20 PINE 16,"BALM SEBASTIAN HIGHLANDS �ti. SET COR. BLOCK 7 o FD PK/D 4 ti' i ti • 5 OAK-, FOUND 4x4 CM v \ ti `9 I'. �. ��. ,� _ _ N00'07'24"E 362,93' n, "CARTER "FC RT "CM PR 9_bOUND 4x4 34.71 -�.._y r -REED 3916 \ �� G.s' y • r " r + F` n1 w 25' S0' 100' 200' ull 1 - s.. . '1" CM (No CAP) NOO 12 21 E 302.1 6 16 PALM • 20""PALM / TE` \ 0 1,1x '6 .S .I / E' �1 M +' SF 9F SF j, 1 .1 r , � g_ Qt \ �9h \ C-) % LR.C.H.C.N. STATION I Op +') l TING h1 20 65 A4 4x4 C ^,,. 14ALM SF 7J 18""PALM 16 PALM S07? „ PMALM �. 20" ALM �0' y GPS 103" N00'00_15=W �, °1 °(s► ALE ,nary' rye, ) >�'. xti SP! \ s� ......r. , I_ i N 1262885.7920 143.82' ti 8PINE 16"PALM CONST.. FILTER FENCE 8p/ 19, \ \ . a WP w P •12 PALM f0 PlNE• 5 PINE SEDIMENTATION CONTROL � SPIN . \ �6 9�'L ( W FEET ) • • 20 PALM O E 821354.1350 �� k1 14 "PINE 0,f •8PINE 8 PINE •6PINE BARRIER AT PERIMETER PRIOR 5PIN • 6P'"� \ ` \ 1 inch = 50 it. 70 PINE •20 PALM 6 Pl \` • 00 1R x'11• i m 5 PINE 6 PINE s `6 !cl) I I CONST. FILTER FENCE s oAK •1sPALM TO CLEARING 4E �6 PINE y r v `O 8 PINE /6 �'� FOUND 4X /( °� �o \` �o,°� R=69*33 " i„ • .6"PfNE 14 'PINE • 20 PALM / x1 \=19 33 O6 SEDIMENTATION CONTROL 12 OAK• 72 PINE rn x•16 PALM 16'PALM 8PINE REED 3916 AT O 1 `' • 6PINE 12 PINE 10 PII:ES PINE 20 PALM • / RIGHT OF WAY • +R1 \ + �p 1 L=221.81' R • r 0p (" I I BARRIER AT PERIMETER PRIOR 6PINE. 6PINE. P.C. .,1x row 6PINE � v 12 PINS •12 PINE • • 78 PAL 6 PINE q.* \ p e CHD=220.73 L I� �4 TO CLEARING 6PINE I? •22 PALM 12 PINE 8PINE' 8 PINE.6PIN£ BLOCK 1 30 PALM 4 PINE ` h r " y 6PINE• xl` l .. •12"f'lNE ■10 PINE 6PINE 24PINE / / ��,- C.B.=554 50 14 W u I 1OPINE .6PINE SEBASTIAN GARDENS SID O •8PINE 10"PINE PLAT BOOK 5, PG. 58 � NOY . �� O N O O' O Q' 1 cj "N! �_ 5 PINE . 8 PINE 6 PINE 10 PINE 8 I 10 PINE • •8PINE 6 PINE• ABANDONED PER ORDINANCE No 0-85-13 143.82' 8 PINES FD 4x4 CML 1 {� 12 PINE OOp y� ` \ rM 4PINE (NO �P) , 14 PALM J6 PALM 12 PINE A-,+ �p (n C) N I I 1210„ t 2 0 OAK f 0 PINE 6 PINE `�� 9b1 BENCHMARK •12 PINE ' 8 PINE C \ � ••4 'OAK +� 6PINE " •6PINE 12 PINE 16"PINE* OD 4 \ 91 EXISTING CATCH BASIN _N � 1, 1 ; 24 0A • • 2'OAK ryti. 24 PINE • f0 PINE / ` " / ` FD "X" EAST SIDE CATCHBASIN (7) Z 26 OAK 6P/NE • : 8 P/NE •8 PINE B PINE •10 PINE fT1 A 2 t ,O. p ,� ELEVATION 17.77' NAVD 1988 / A� 1 HYD WV \ o-�° INDIAN RIVER COUNTY BENCHMARK L00 I D v O 5 1 A rJ 0_ IR SPINE / �$ \ h Ohl "BM 154007" 6 -IJ OIli j 8 PINE• 8"PIN. -6`P INE .. h 6PINE 6PINE 1` G .h CJS I ..I 8'0AK .4PINE x61 p 0 r _ 6 P/NE• • •10"PINE 8 PIN£ • ' / / 14 PALM. � 9ry 1 R EXISTING CATCH BASIN N \ I 5 OAK. .4 PINE D 10 PINI y ITT 8PINE •8 PINE 14 PINE 6PINE J4 PALM. `1 xj EX) S INVT 17.46 0 N00'00' 15"W - .4 OAK •5 0AK 6 OAK• OAK 10 P00 •8PINE 2 I Ifi�PALM •10 PINE �'0 \ c1� I 143.82 I R I I CONST. FILTER FENCE OAK• .4 OAK .6 0`O O c`D, • 10 PINE 10 PIN; .6 PINE • 12 PINE t` 991 ` \ L Z FOUND 4x4 CM I ?� SEDIMENTATION CONTROL .4 oAK «/ o.4 •6 OAKSX3 .4 OAK 8PINE• (f) . \ ���� y (BROKE) (NO CAP) O Z � W '14 OAK 4 OAK•; 1 OAK .10 PINE 8 PI n Z % • v \ r w BARRIER AT PERIMETER PRIOR 4'OAK .12 PI"E 7 s p,NE ( 16 PALM \ \ s AT RIGHT OF WAY p •f0 PINE \ 24 PINE 0000 14 PALM \ \ � Z 1 wis: I Z TO CLEARING 8 PINE• CO 2 I •10 PINE c) Q .... BLOCK �8 PALM • 20'PALM • X 30 OAK g \`' �0a I *'�] OJ 6 ( / h1 n 8 :INE 12 PINE • - N I 16 PALM 16 PALM PR \ 116 6 O ti' 12 PINE• = II 12 PINE B P/NE � ( 14 PALM J4 PALM• \ � "3 � a C) � Q7 Z ej xti rn 12 PALM. v 00 Z� ZOi ( I- 8 PINE• Z O 4 "I 6PINE• I-:� VACANT , W 0 I 0 D E D • 78 PALM 1 ��' T_ 12PALM 14PALM 18 PALM \ \ \ O`9 -13 �I N � .10"0AK ; .0AK •10 OAK (n 0 - _ 20 PALM 16 PALM• �1 1° D 4 OAK �o �, 'PINE. O.R.B.R1786 17 �5 A n .6 OAK E 10 P NE � 4a � `� �� \`• o II C.I 10 PINE. rTl O 4 O K R/W LINE OF MAIN STREET16" �N, I 2 O O � 8"0�41i••5 OAK � 10 PINE I 16 P M. ` 0- \ \ � � D 5 OAK • .6 A AK OA>G " cn -� 10 PINE 8 "PINE n AS FOUND MONUMEN� E 16' P 1 D P, d� \ \ \ r- ° -I � Q) I K 1 Da O ;I 0 72 PINE. s g r. 10 PINE s I . 14 PAtM \ \ OAK 5 nl O � N� 3 7'O.S "E 4OOAKS •' f "0q �4� AK x`)'l• O %L7 8 -PIN; - ZA (n� � _ I 4 OA� �•''(Iq� to co i O t0 PINE• O Z 4B, %g'wPP h� 5 OL3Kti• '�O4��AK A- A N< VI V A C A N T, W O O D E D 4' Z I 14 PALM -1 96 OAK �} A v • 16 PALM �,y ♦° R=196Q.OQ --I C) p °4q.,\ 10 OAK n O 76 PALM. •16PALM \ \ y �� • r _n L1 ,'l 1 `, c., •14 PINE •10"PINE ry 6 P IE • 18PALM'•18 PALM \ 6 0h 0=5 59 52 II r Z _I ,616A ` -,�:, CO1 Gni �0 ^ \ 8 PINE' B PINE • RR ,g L=205.1 7' r O ? I I01 "'6`)` rY1 N� v I 8PINE- 70 PINE • . Z6WN�� 5 P 0 1 ry \ CHD=2Os.O8, rr Z "' I I`°I PINE om I \ \ C.B.=S6T36 43 W ~ O •12 PINE Z 16 PALM 0" A. L C) •12 PINE .6"PINE O � M 1 4 , \ \ ^I n C 00 8 PINE• z � � .I LANDS DESC. IN O.R.B. 643, PG. 1083 w o 0 1 h1 P 1sPAL � \ "' I F XIV N �' .ti�� I ti� YUCCA COURT .4 \ \ rn - TRASH � • 4PINE \t\ \ 90,1' o"m O 1 . g B PINE p 16 PAL 10" LM ' \ \ )' co / - G N c 1 13I CONST. TEMPORARY CONCC TE `' • 18 oAK 6 cn 76 PALM• P, \ ti° Nq, NOTE: �l D S UC :, . 5 PINLAt \ h h C,4 �_ SETTLING BASIN WASH UEA _u 12 OAK. •12 OAK 6 PIN � PNE 1 °� °� `� P.R.C. COMPS. NON -TANGENT � � � USING FOUND CONTROL. p 12 PALM' 6" Nf• g P! h .8PINE CONST. FILTER FENCE FOUND 4x4 CM 1 A 7 v 10 OAK• 6PINE' ` \ O I Iw 8PINE2 PINE .4 PINE ' PINE ` LB -6840 AT � Z ,� x ti I"\ 0) J4 PAL SEDIMENTATION CONTROL •4 PINE .PINE 5*YN I . \ .10""PINE BARRIER AT PERIMETER PRIOR .4 PINE 14, RIGHT OF WAY TO CLEARING 4 -PINE" •, PINE P.R.C. I o � o � 20'X50' CONSTRUCTION ACCESS ' I .6 PINE � .12 PALM 4 PINE' • \� \ o z � I 'v: CONTRACTORS _� 7 PINE• PIN \ I z o S. LINE OF O.R.B. oG PROVIDE TEMP. GRAVEL/ROCK TRAILER A- 4PINE L, �' B -Z ROAD SURFACE OVER STABILIZED I v 4PINE• .6 PINE 5 PlN "PIN \ -� R=2040.00 0 643, PG. 1083 -� _� EARTH. CONTRACTOR MUST CLEAN\1 BLOCK 1 6PINE. 4 PINE . \ o D=210'42" CWT) � � ( I I�' •18 PALM .6 PINE • 5P \ O r ;3=f+lAF •10 PINE •f0 PINE AX��F,-"50,� • 8 PINE fi PINE 6PINE POWERLINE ROAD REGULARLY I CONST. FILTER FENCE .6 PINE 6 P/NE 5 PINE' �" - \ ti L=77.55 P.O.B. 4PINE' 7PINE' ''P,N CHD=77.55' o I I I a oAl� FROM VEHICLE TRACKING. SEDIMENTATION CONTROL .7 PINE SPINE. 8P E ` C.B.-N68' 11'54' o,7o,, s OAK• BARRIER AT PERIMETER PRIOR 12 PALM PARCEL 2 PALM-.14PALM ; PINE 6PINE .4 PINE 8 P E r N � - � (�) \ .8"' - " , ; • O.R.B. 1786/1715 14f4 PALM% .8 PINE 7"PINE• -y \� zr >"\ > r' 0 8 0, , 7 OAK.�fO OAK . ■6 OAK CONSTRUCTION Soo' 18'07 w 159.00 TO CLEARING .14 PALM .14 PALM 6"PINE' -5 OPINE 4" (NF • P!I} '� 9s 14 PALM* 14 PALM •14 PALM •4 PINE +''i .4 PINES 6 PINE( J :k ,.0 ~ FD 3 47P \ k`O1 1� i 61 18 PALM _ ____ ____ •12 PALM •12 PINE A6 _ Q 8 PIN -tet �- �° iY / x.j •,�). ENTRANCE - 12 -PAL 6'-10 PINE CLUSTER 8 p,NE• 4PJN£'4 P E 8 f'IN 4 I �B °'' � • V? 4PINE • 5 Plld 1r : \ " . 'e-- 12 PALM 18 PINE ago 4"PINE. - "PlNE.6"Pl "n� o_ i ,� .fl O� O 10 W (NO CAP) 11 `� S 00'08'22"V11 ; 12P� s .4 PINE ',-� �, s. � ti WPP ,s �� �� • ,p . .18 PALAF� - 66 43' O.R.E� 1786'. •� 15 sY. 1p�_ r. - ., - .-. �= " r t •., �. �. b• 1 �a+ )) g g• 1 r 9r, W, w SF' SF_6:A0;& 1 SF s' K' - �--i`S�INE __ o_ 4�Pg a iINE \'p\ WPP nl -4 - k a rr E',111111110 4 O�V� ? 20. DO' �`. "'S I y .� �� _� 99'6. 9 FOUND ` s �. 30 OA O24OAK ?� Z S OO'04 39 W �� 662.74 ( �• ? ? - _ 1260. 5 . �? o >_ 'W15 ,� �� s ss ` -19.98' ,h• 4x4 C >I r, ?O a� r,� 4DA. ,�O �?,� ?O �,' e' >. 1 ,�, e� ,� ,?� .? ,tom _ ?J- ,? A_ e-•u�,_ ;sir_ O��e. 9 •a+ �_ -O o- ' ?s >_ ''A MJTERED ENDP�� r'O .'��- .'� ? •,?�_ s ,' <? ? ,'u' q. CM �•,� y > •s J s S �_ 9- it • tJ� ,��LB-684 r,,>> o• �. 1. ..� • s- o_ �. m. >. s_ o. 4x TAMP N N 1 � NOT INCLUDED V os os ATO BE LET NOT II LUDED o �o �o FOVN9 916 "O / �? `�,� 'i--- �� �� 18 CM 18 PE �7" �'' �� os PIPE o` "' EXISTING SI-- -o s. EXIST. POWER POLE �_ , �- EXISTING �- o. �8- s �_ �o �o ss_ ss_ REED 3 a \//r'9o' . NV.=19.14 1 20. .3 0' ? A_. �o o ' O . O.R.B. 754, PG. 161 1 ��. ro BE . 0 00 SWALE • � ,p • o . � A "REMOVED 0. R. B. 75 PG. 161 ,� 7 - SWALE REMOVED ,� •r'o 15PE 61 xs 10 s- .� �� i - i?0 r'o�os s- • ' 86' EXIST TYPE 'F' `rn '- �o r'o �y. 294' EXIST TYPE F' ?moo ?�,• rn s,,_ ?y`�o s`'0 r'o TRACT D, �aB. 5, PG. 58; 0 `'o CPP � ryry:- p2.11' P� �/ o moo\ 4wpp 24 P ms_ o' CPP , T,0 BE REMOVED `�� TEL �� `'sem s C'P 3, > P �. o,s <'� r-- Q:s - - e Q Now -ml 4y5"E - - lyp TO BE REMOVED ? - - - .� - ,-- - - W - '� e L - - > FM - o o- \` > o, p ^ 44 OHW Qlry_n, r� �- OHW �� OHiN •ems I I QHW ?�.�' - -il. E7L kjl O( FY r EX FY _�.+� _ EX Fl I _ D( r+ E1I FM •*• - _, FM D! FY EX FM _ _ 8s� o \4 P \ �i _ 100.00 WPP _ � EX Ac - c - � t]L -� - _ - _L _ !.1" ,EM... , . _ _ - - ,- - _ - - di- - - -�--- oasr. z' TPE T - �� i � yy��cs _ ,? ,� ,r, p� 6' r, �'� - �� ,� �.� ,? o `� s ? rn,� O ?,- �� r 6> -� . e ® - ,y � - '� �s • i,e-'. c � 3. SDC FY �_ OL _ ? .. ., ,, .I_. -c = z'�gt TE �r c� 0 e� e,� 22.25 e' c�c1 `-'i ._�' -� ''•�- o k \\ --24.14'406-- o ., .��ss �� - - '�'}�' --.� O- .ST- -s,- -•-,� c� c3- ,� �. Tr .> rt c�V, ,� sr v' - e� v'- . ,> > �- 3, `3`.-r:.; , `' a`'�r- ai e? 'to. w>_ ?1 �. ? •! 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POWERLINE ROAD INV.= r) . �Fl . - Z?: F F: F Z a � 0 a cn - a' Qt f a a 0 S 5 w Q' Ic e N Di Oto U .�m m 07 � 0 p� m m m ■1 W 22 W i 0 3 VU Lu cit O O U h 0 wa o w W O N p 1W N} V O W F w U 11U m N U ,a I Sow awom�a =ow awzMC) L)w w w Wa w <a 3 0��ozw 3or-_oo� � m,s a-: �wx=� WK==wVl �2vwi 0_ \�a33 0_ I/ / \ dC J /ENGINEER a E E J r- O0 co 0 J W a 6 '. Ma) 11%Q J Q C 0 .0` in GD e� , (} - 3 21113/ 0�cn Z O SHEET Occ0 So U- co W Vo 14-051 I/ 0 o Q c O C� m Q I- zZ�2 Z Z W W ♦n N,'- o cO Na W ZMWO `- J (D � U) U) N . o p� F_ W F >� M� V In LL Z 1' W D- w >N W U ; up Wup Y i� Z 5 O J Q oI- Z N 2 cn ' ' U � tiLIJ T- rn v / ` Z3 � CL CL li-- v V) Z Z Z J O � CLX Q_ LLI Z O \.. J /ENGINEER C.ERRM110N 0 w SCHULKE R NO. 47048 JOD B. BITTLE REG. NO. 57396 P. STODDARD REG. NO. 57605 GD e� , (} - 3 21113/ :� j SHEET 2 PROJECT NO. J \1 14-051 I/ Z Q 01I °0 � T 6' POST OPTIONS: v -� JI • II • . I FOLDS FOR I I WOOD 2-1/2" MIN. DIA COMPACT STORAGE WOOD 2"X4" OPTIONAL POST j PRINCIPLE POST o .--50' On Centers ( Typ. ) OAK 1-1/2-X1-1/2- POSITIONS SILT FLOW . POSITION (CANTED 20' STEEL 1.33 LBS./FT. MIN.FLOW TOWARD 3� As Required -ti N ) I • • it • •i TYPE I. DOT FOR WATERS WITH LOW . Sod II • • II • - J CURRENTS (NO MORE THAN ONE FOOT ILI PER SECOND) AND LIGHT WINDS: ,°,, oa0�z FILTER FABRIC (IN FILTER FABRIC CONFORMANCE WITH / „�---Silt Barrier " " LAKES, PONDS, SMALL STREAMS, o Overlap Ends MARSHES. FLEXIBLE TOP FLOTATION NYLON ELEVATION SEC. 985 F.D.O.T. SECTION -- =`� Anchor Bales 2 - 2 x 2 ,TP,AN SECTION WITH ENCAPSULATED EPS REINFORCED VINYL SPEC.) 50' Max. y' Max. I FOAM FLOTATION LOGS (6"X6"X4') Fill Slope TYPE NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.F.) -- �-• TYPE III SILT FENCE ... ELEVATION STRESS PLATE (TO REMOVE Limi-- - - ' . WATER SEAL PRESSURE FROM FLOATS) O� Sod Ditch Bette Inlet TO BE USED AT SELECTED SITES WHERE THE -' - - NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE TYPE 2. DOT FOR HIGHER CURRENT PVC SLOT -CONNECTOR NOTE: SPACING FOR TYPE III ��' �,�- E Median Ditch WATERS (UP TO FIVE FEET PER FENCE TO BE IN ACCORDANCE -10` (Typ. - - SECOND): DEEPER LAKES, STREAMS, c, o WITH CHART I, SHEET 1 OF 3 AND �-- ,-L --Sift Barrier z 50 Max. 50 Max. Ditch INTERCOASTAL AND TIDAL AREAS. o LL w DITCH INSTALLATIONS AT DRAINAGE ir.�- �- � o z INCLUDES AN ENCAPSULATED STEEL - STRUCTURES SHEET 2 OF 3 " " "' "' �'"^' LOAD CABLE ALONG TOP OF BARRIER Cross Drainer �► /'" Flow to AND 8"X8"X4' FLOTATION LOGS. WEAR TYPE III SILT FENCE F ••► Bales To Bu t#{ _F Anchor Bales With 2 - 2" x 2" x 4' STRESS POINTS ARE REINFORCED WITH DITCH BOTTOM INLETS PROTECTION AROUND • �f Stakes Per Bale. SHIELDS. GALVANIZED #24 Max. 50' Max. SAFETY HOOK TYPE II i 50' Sod I i -Endwall l Silt Barrier PLAN - - - - 6' Min. DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES I' -X Y4" TIE ROPE FLOTATION ALL SEAMS HEAT SEALED ECONOMY FABRICS AVAILABLE 18 OZ. 300 LB,/IN. STANDARD Y4" CHAIN TOP LOAD LINE 6" VINYL COATED CABLE FLOTATION FOLDS EVERY 6' STRESS BAND STRESS PLATE CHAIN BALLAST AND LOAD LINE 100' STANDARD LENGTH 18 (OR 22) OZ. VINYL COATED NYLON SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. Fill Slope STRESS BAND 22 OZ. NYLON PVC SLOT -CONNECTOR SILT FENCE APPLICATIONS-N.T.S._ Limits Of Construction "" REINFORCED VIN DITCH INSTALLATIONS YL ELEVATION Z o I G - I FLOATATION TO BE USED AT SELECTED SITES WHERE THE o w �� 3TRESS PLATE NOTES: EXTRA STRENGTH FILTER STEEL OR A T DRAINAGE STRUCTURES NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE TYPE 3. DOT IS SIMILAR TO TYPE 2. w 0 z 1. SILT FENCE SHALL BE FABRIC NEEDED WITHOUT WOOD POST DOT EXCEPT THAT POLYPROPYLENE 0 - PLACED ON SLOPE FILTER FABRIC IS PERMANENTLY LAP LINK CONTOURS TO MAXIMIZE WIRE MESH SUPPORT BARRIERS FOR EI LL SLOPES I '. � Woven Filter Fabric In Absence Of INSERTED INTO THE BARRIER SKIRT TO PONDING EFFICIENCY. w _ ' Eatablished Grass (Approx. 12' x 12'). MEET SOME STATE'S SPECIFICATIONS. WET" VINYL COATING CABLE �6" CHAIN ATTACH FILTER FABRIC Secure Edges By Entrenching And (ON BOTH SIDES OF CURTAIN GALVANIZED #24 2. INSPECT AND REPAIR FENCE SECURELY TO UPSTREAM SIDE ' .dam Extend Under Bags and Bales. Fabric TO REDUCE STRAIN TYPE III •; AFTER EACH STORM EVENT OF POST '. r AFI : ; Shall Meet The Requirements Of ) SAFETY HOOK Section 985 Of The Standard AND REMOVE SEDIMENT ' a- Sand Bags- Specifications. Cost Of Fabric To Be WHEN NECESSARY. 9" ,� _- <• y F Included In The Contract Unit Price MAXIMUM RECOMMENDED ••'>_<€;;I;r'' :' : 5' Min. .;..•,- >.y: z;'- ,a_° ;��' Oh, For Baled Hay Or Straw, TN. :, STORAGE HEIGHT. _r., ;<:« �'- 5!i • • I • . i. .� NOTE: ANCHORING TO BUOYS AS `:.:...,._... _ �. .T.I. .�. .1. �ao, SHOWN REMOVES ALL VERTICAL 3. REMOVED SEDIMENT SHALLBE DEPOSITED TO AN AREA ::.,,:;- - = •"'- c Loose Soil Placed 8 Shovel And Lightly BLOW-UP OFFORCES FROM THE CURTAIN, THAT WILL NOT CONTRIBUTE - 10' MAXIMUM SPACING WITH � �Loase Soil Placed By Shovel And Lightly 0 Y HENCE THE CURTAIN WILL NOT SEDIMENT OFF-SITE AND WIRE SUPPORT FENCE, 6' Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales. SHACKLE SINK FROM WIND OR CURRENT CAN BE PERMANENTLY ` MAXIMUM SPACING WITHOUT Of Bales. STABILIZED. WIRE SUPPORT FENCE PLAN PLAN CONNECTION LOADS. STEEL OR WOOD POST- w Rail z �36" HIGH MAX. g= PONDING HEIGHT Post N PONDING HEIGHT M � _ FLOW 01 FLOW WATER SURFACE X1_ T 1' Min. Recommen d 5' T 1' Min. Recommended _ Z - Z CANAL/DITCHBED Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale. Anchor Bales With 2 - 2" x 2' x 4' Stakes Per Bale _� Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale 4X6 TRENCH WITH ;'4" MIN. DRAIN ROCK TEST METHOD UMTS GRAB TENSILE STRENGTH COMPACTED BACKFILL 300 LBS. ELEVATION ELEVATION 20% TRENCH DETAIL INSTALLATION WITHOUT TRENCHING Application and Spacing: The use of Types I ec It bale barriers should be limited to the ASTM D-3786 800 P.S.1, TRAPEZOID TEAR conditions outlined in Chart I, Sheet 1 of 3, Index No. 102 -! TYPE IV SILT FENCE-N.T.S. TYPE I-- TYPE I ASTM D-475140 US SIEVE FLOW RATE BARRIER FOR UNPAVED DITCHES PERMmMTY 3' MIN. STAKED AND TRENCHED I SILT FENCE _ WIRE REINFORCED STAKED AND TRENCHED SILT FENCE LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG FROM INLET PROPERTIES TEST METHOD LO00 AUTOMATIC FLASHING LIGHT (ON AT DUSK -OFF AT DAWN) 100' ON CENTER SHALL BE USED IN NAVIGABLE CHANNELS ONLY ATTACH LINES STANDARD TO SHACKLE CONTAINMENT SYSTEMS 1 LIGHT BUOY ANCHOR (AS ' RECOMMENDED BY THE CURTAIN MANUFACTURER) - Z ORIENTATION WHEN INSTALLED (TIDAL SITUATION -TYPE Ill)-N.T.S. USiNG REBAR FOR HANDLES. STAPLES SURFACE INLET GRATE (2 PER BALE) RUNOFF STRAW BALE TT 4" TYP. DOUBLE ROW STAKED SILT FENCE FOR USE AROUND WETLANDS-N.T.S. Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bale. Sidewalks Ditch Ditch "-Curb dt Gutter FR COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES r-MA&Ar `.�yQ • 2"X4" WOOD FRAME CROSS BRACE DROP I WITH G 2"X4" WOOD FRAME VIEW OF FRAME WITHOUT SILT FENCE FABI Up WZ_ Q LLI L` LSI VIEW OF FRAME WITH SILT FENCE "112" STAKE SILT FENCE INLET PROTECTION-N.T.S. GATHER EXCESS AT CORNERS - All turbidity, erosion, and sedimentation controls shall be in accordance with 'Best Management Practices' as described in the Florida Land Development Manual: A Guide to Sound Land and Water Manaa_ement. - Reference F.D.O.T. Index #102. EROSION CONTROL DETAILS NOTES: N.T.S. *WETLAND PROTECTION PLAN* a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATIO1 EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR TO CONSTRUCTION. b. NO TURBID DISCHARGE TO WETLANDS IS PERMITTED. c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED 100 FT. FROM WETLANDS. Y4" BRIGHTLY COLORED NYLON ROPE, EXPANSION RESiSTANT- LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. 0. lisle737Tt7 OVERFLOW HOLES (OPTIONAL) GEOTEXTILE BAG 2"X2"X-'4" RUBBER BLOCK (TYP.) DEPTH=D I `� • FILTER SACKS FOR ' GRATED INLETS AND STABILIZED • a ' ROADWAYS-N.T.S. POLY WHATTLES OR GEOHAY CURB INLET FILTER-N.T.S. LOW TO MODERATE FLOW GEOTDMLE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UMTS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS. GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 120 LBS. MULLEN BURST ASTM D-3786 800 P.S.1, TRAPEZOID TEAR ASTM D-4533 120 LBS.` IN RESISTANCE ASTM D-4355 80% APPARENT OPENING SIZE ASTM D-475140 US SIEVE FLOW RATE ASTM D-4491 40 GAL(MIN.rSQ. FT. PERMmMTY ASTM D-4491 D.Sb-1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UMTS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS. GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 IBS. MULLEN BURST ASTM D-3786 420 P.S.I. TRAPEZOID TEAR ASTM D-4533 45 LBS. ROCK �JV RESISTANCE ASTM D-4355 BAGS 90% APPARENT OPENING SIZE ASTM D-4751 2D US SIEVE FLOW RATE ASTM D-4491 200 GAL/AKIN./SQ. Fr. PERMnTMTY ASTM D-4491 1.5 SEC. -1 SOCK -PIPE TEMPORARY SEI C.TC-IV. I .J. FULLY STABILIZE ", PROVIDE ADDITIONAL SILT BARRIER/FILTER ADJACENT TO OUTFALL PIPE. POLY WHATTLE WOOD OR METAL 1. WIRE STAKES (2 PER BALE) SITE SHALL BE PROTECTIVELY 10 mil PLASTIC LINING NATIVE MATERIAL SECTION B- B (OPTIONAL) ACTIVITIES. 2. UNDERGROUND UTILITY LINES 9' MIN. SHALL BE ROUTED AROUND NOTES: 1. ACTUAL LAYOUT EXISTING TREES TO THE STAKE (TYP.) DETERMINED tN �� �� I STRAW BALE (TYP.) THE FIELD. INSTALLATION OF FENCES AND POSTS ARE NOT CONSIDERED WALLS SHALL TAKE INTO A A 2. THE CONCRETE V,- - WASHOUT SIGN PLACE. INSTALLED AT PERIMETER OF SHALL BE ALL TRESS OR GROUP OF W W INSTALLED WiTHIN - - 10 mil PLASTIC LINING 30' OF THE DURING CONSTRUCTION. 5. TEMPORARY = EQUIPMENT ON TREE ROOTS. CONCRETE DO NOT ADD FILL 4" TO 6' WASHOUT FACILITY. L.- WITHIN THE CRZ MUST BE U) PLAN �� TYPE "ABOVE GRADE" WITH STRAW 00 BALES m LL � .7V rI1111V1a �JrIIMMITVIMtl.r'WIVIJMf 204 TEMPORARY ADS OUTFALL N.T.S. _ SWALE OR DITCH. STABILIZE/GRASS OR REVEGETATE. PROVIDE SILT BARRIER AT DOWNSTREAM PROPERTY LIMITS. CONTRACTOR TO TEST TURBIDITY LEVELS WEEKLY. CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S. 2" 12" DIA. DO ,: STEEL WIRE STAPLE DETAIL DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2% OR GREATER , 4t" SUPPLY WATER TO FILTER FABRIC WASH WHEELS IF SECTION A -A NECESSARY. SPILLWAY STRAW BALES, SANDBAGS OR CONTINUOUS BERM OF ' . EQUIVALENT HEIGHT. l� NOTE: J , USE SANDBAGS, STRAW BALES FLOW FLOW OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. } o A A 2"-3" COURSE AGGREGATE oa MIN. 6" THICK NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC PLAN RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DIVERSION RIDGE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED MIN. SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT-N.T.S. EXISTING TREE TR DIAMETER VARIES ORANGE VINYL CONSTRUCTION FE CHAIN LINK OR S FENCING OR APPi EQUIVALENT NOTES: 1. ALL TREES RETAINED ON A FENCING, CHAIN LINK FENCING, SITE SHALL BE PROTECTIVELY SNOW FENCING OR OTHER BARRICADED BEFORE AND SIMILAR FENCING AT LEAST (4') DURING CONSTRUCTION HIGH AND SUPPORTED AT A ACTIVITIES. 2. UNDERGROUND UTILITY LINES INTERVALS BY METAL T -POSTS SHALL BE ROUTED AROUND OR APPROVED METHODS EXISTING TREES TO THE SUFFICIENT TO KEEP THE FENCE OUTSIDE OF THE DRIPLINE UPRIGHT AND IN PLACE. WHERE ABLE. 3. INSTALLATION OF FENCES AND POSTS ARE NOT CONSIDERED WALLS SHALL TAKE INTO AS AN APPROVED METHOD CONSIDERATION THE ROOT SUFFICIENT ENOUGH TO KEEP SYSTEMS OF EXISTING TREES. 4. FENCE/BARRICADE SHALL BE PLACE. INSTALLED AT PERIMETER OF 0 ALL TRESS OR GROUP OF W W TREES TO BE PRESERVED. 0 < FENCE SHALL BE MAINTAINED 06 DURING CONSTRUCTION. 5. DO NOT PARK HEAVY = EQUIPMENT ON TREE ROOTS. W DO NOT ADD FILL 4" TO 6' AROUND TREE. ALL WORK L.- WITHIN THE CRZ MUST BE U) DONE BY HAND. ELEVATION TAL T -POSTS OR APPROVED •ERNATIVE io NOTE: ALL STOCKPILES SHALL BE A MAXIMUM OF 25' HIGH. A STOCKPILE OF A ERODIBLE MATERIAL I I A I I I i SECTION A -A SILT FENCE AND/OR NOTE: HAY BALES (TYP.) FOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED SEDIMENT CONTROL DETAIL FOR STOCKPILING OF PERIODS, THE AREA SHALL BE SEEDED AND MULCHED. ERODIBLE MATERIAL-N.T.S. tn Z Q F F U) OQ m V C Of w a Iz U) V) Ir W IC Q � N Cn to of Do m o 'n m m Tri Il I 2 P't i U w2 �r - o LH 6 U Q O O m 3 K U �wp�r2�F Ou,w • w {�=oz� og zoT�- powo�m� <awr� woUww�0WwZ3j� wa Lcw ¢a +�a33�3w�a Oma/ 1 U ORANGE VINYL CONSTRUCTION 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS FENCING, CHAIN LINK FENCING, I, SNOW FENCING OR OTHER J SIMILAR FENCING AT LEAST (4') �0 HIGH AND SUPPORTED AT A /EXISTING TREE TRUNK- MAXIMUM OF TEN -FOOT (10') DIAMETER VARIES INTERVALS BY METAL T -POSTS Q C OR APPROVED METHODS W SUFFICIENT TO KEEP THE FENCE MORE THAN ONE YEAR. UPRIGHT AND IN PLACE. O a) WOODEN STAKES AND REBAR o00 POSTS ARE NOT CONSIDERED TRANSPORTED FROM THE PROJECT SITE. AS AN APPROVED METHOD Q - SUFFICIENT ENOUGH TO KEEP 0 0 THE FENCE UP RiGHT AND IN IMMEDIATELY. PLACE. PLAN 0 PROTECTIVE FENCING FOR W W TREES-N.T.S. 0 < NOTE: ALL STOCKPILES SHALL BE A MAXIMUM OF 25' HIGH. A STOCKPILE OF A ERODIBLE MATERIAL I I A I I I i SECTION A -A SILT FENCE AND/OR NOTE: HAY BALES (TYP.) FOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED SEDIMENT CONTROL DETAIL FOR STOCKPILING OF PERIODS, THE AREA SHALL BE SEEDED AND MULCHED. ERODIBLE MATERIAL-N.T.S. tn Z Q F F U) OQ m V C Of w a Iz U) V) Ir W IC Q � N Cn to of Do m o 'n m m Tri Il I 2 P't i U w2 �r - o LH 6 U Q O O m 3 K U �wp�r2�F Ou,w • w {�=oz� og zoT�- powo�m� <awr� woUww�0WwZ3j� wa Lcw ¢a +�a33�3w�a Oma/ 1 U � 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS I, E J �0 J SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. Ma 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY J Q C W MORE THAN ONE YEAR. O a) J o00 UU) = TRANSPORTED FROM THE PROJECT SITE. coo Z 0U W Q - Q 0 0 W _I IMMEDIATELY. 0 m Q O� 0 Z Z Z W W V J 0 < co 06 O N M 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND = Wo W . Q J L.- u N U) W z0 �� SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE :Z: Q J 00 C7 U m LL w Z \ W _j" of y Qo 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENT'S. Z' 2 lk3 V11 ti ENGINEER. LOCATION SHALL BE DETERMINED BY THE ENGINEER. 19. DEWATERING ACTIVITIES: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. U�W v T W H EROSION CONTROL AND DEWATERING NOTES V 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 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. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION 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 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 OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT J 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. Q < 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. W 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, 0 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 CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR n 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 0- STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTi'. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. U) 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 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. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION 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 NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND THE DETAILS AND NOTES ON THE PLANS. 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENT'S. 17. THIS POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE. 18. NO TURBID DISCHARGE TURBIDITY READINGS ARE REQUIRED ONCE A WEEK (BY THE CONTRACTOR) AND MUST BE REPORTED TO THE PROJECT J - ENGINEER. LOCATION SHALL BE DETERMINED BY THE ENGINEER. 19. DEWATERING ACTIVITIES: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. LL.J B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A 'NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS (, THAN 300,000 GPD FOR 30 DAYS OR LESS. 0 C - NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING 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 Z WITH SJRWMD. Q 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 INDUSTRIAL WASTEWATER PERMITTING WITHIN ONE WEEK OF COMMENCEMENT OF DISCHARGE (C.O. ALI KAZI, P.E., 3319 MAGUIRE BLVD. SUiTE 232, ORLANDO, FL, 32803), WITH A LETTER NOTIFYING THE AGENCY THAT DEWATERING ACTIVITIES WILL COMMENCE PURSUANT TO 62-621.300(2) F.A.C. AND THE SITE QUALIFIES FOR 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 NOT EXCEED ANY OF THE LISTED SCREEING VALUES. T C. MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUND WATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED (BY CONTRACTOR) O w SCHULKE -BEFORE THE COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY (30)DAYS AFTER FL, G. NO. 47048 SCREENING VALUES FOR COMMENCEMENT OF DISCHARGE, AND THEN ONCE EVERY SIX (6)MONTHS FOR THE 11 B BTTLE DISCHARGE INTO: LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC �G, N0. 57396 RE Parameter Fresh Waters I Coastal Waters PERMIT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OF THIS PERMIT Total 0 anic Carbon (TOC) m L m SHALL BE TAKEN PRIOR TO ACTUAL DISCHARGE OR MIXING WiTH THE RECEIVING (T 10.0 g/ 10.0 g/L WATERS. THE EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS LISTED ON VA P. � na 05 pH, standard units 6.0-8.5 6.5-8.5 TABLE 1. Total Recoverable Mercury 0.012 0.025 D. IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES JUL 20'M EIS/L pq Total Recoverable Cadmium 9.3 Ng L 9.3 Ng/L LISTED IN TABU 1, EXCEPT TOC, THE DISCHARGE IS NOT AUTHORIZED BY THIS DATE Total Recoverable Copper 2.9 Yg/L 2.9 Ng/L PERMIT. IF T.O.C. IS EXCEEDED BECAUSE OF NATURALLY OCCURING ORGANIC Total Recoverable Lead 0.03 L mq 5.6 mq/L COMPOUNDS, THE RESULT AND EXPLANATION FOR THE HIGH READING MUST BE SHEET Total Recoverable Zinc 86.0 Ngf L 86.0 Ng/L SUBMITTED TO THE MEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION. Total Recoverable Chromium (Hex.) 11.0 u L 50.0 E. IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, -- -0 _9 L THEN A GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL 3 Benzene 1.0 jug/L1 1.0 Ng/L WASTERWATER PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS Naphthalene 100.0 Ng/L 100.0 ;ug/L PRIOR TO DATE OF DISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED PROJECT N0. IF THIS OCCURS. J 14-051 I I . . . . . - .1 - . - I --- *�\ 11.1 N / .. � . I : if) LO . ,,, I., ... .. . X ­:. s . . r . w . L,-- <� Z, . . .. , � ,� .. . . � : -e �, 0 In � . :, KSM - I i9sm `c �, ! ,KSM � � :: I Xso �. . KSM XSM ... I'll, . - ... .. .. 04<, " _�.... * .. .11 ... I . . 11 . .. ­ ..-. _ : . . .. I . . I ...' ­�a, - :i.;. USCHLIt . . . * K44cWILLIA- . . . STJ 0, IN.C.i Q 1�1 ' E . .1 A ... .1 ... .1 . . :KELLER, SCHLeICIIER & ffiftWILLI-AM ENGINEER946 AND TES -TJ I N i : KELLER, SCHLEICHER. &.MadWI'LLJAM ENGIN 01146- , " KiLL15k ' TCH9A . M ENOINEERMG AND TE to r - K 'LL0R,:SCHLMCHFA & MacWILL4AM ENOINEERINGAND"TESTI 0.0,11,NC I(ELL94 ...SCH,:�elCi4.Sf.t:,&:'Mal�WILLfAM ENGINEERING.AND TESTING INC.. XELLER SCHLEIC'HEA &'MatWILLfAM-I5NGIN,EE:RI9,G 41WO TESTING; INC, . I EE AND TESTING.,. th :: I . ­.. . . - " . . . . .. . . . . .. . . . .. . . . . I 1: I . . " . . I ..... .. I .. - P . Ad.V&70-1377, .=N(7p , ; . . � . . . . . ..O� M.jft�.S �%Fn FJ P0.9m. . . . ... - . MAPI'M ("2) 337-"55. . �W. . . . A ., . .. .. . - 12 - I 58W1,2. . . . ...... ­ - ... . . . ..."....., ... -0712 1 1 - - . - 7W-8488 $45 -TW. . : 7 74-.'.i6i;i4 r -sw . .. -rO . ' PAW CH 061) 845444.5. PA1.M BEAO A ,800 .. .. i 'P 2)5".0719 21- M1377 SMASTIAN �V9781 - - , . 'FL32970A37T ,, - SEBASTIAN. FL 329715-1377 MAR-nNM=."W . ... . !.�?! � .PE*0!",;.rL3�978_I3ti SER TM 2)��012 -1377 �SEIBASTIAN,,,F�32978-1377 OeaMASn4m Im . . . . M.071 k. rss. ..... .P MARM ("2) 331-1765. .. 13771 '. . ... ,FIBASTWI, t:Lmm As . I � : ....... .I.F.. MA%72)W. 7i .... D. 8aQ84W;SEBAS71AN .SMASTIAN 409 , i M) 84517.445 t 1 845-7 "460 :P9;3rM 88Q . MMWuANE 1) me-s4ae &M P.E"; �. . . . _.. . . .. .....'. ,.,. . Z,�,qm ..q.t" . . ,ff . UELSOORM . 1 ." 01 " Ol M3 4 151149)AOC4151=11. .1.. . 229-9003, : MM . .. .. .. .14M. vq�0093 55 _O.BOX74 . mm, MELBOURNE V21) 788-0488 O.L. 4 = 7445 = 1) 768-84N 07 r ' =61011 WO 41.&11J84&TW - T"4 92 ,�77 �F'*" B* Zo- JMRNE 448' . OA*�Ws' P,P=43-, eI,.'aw .. . la a .. .. b��61%13� P.E.:.17293 U..$W..� ... ; 'I M4488 CA41%13 'PX..`3r29s, f0k SW I �LUCIE ,0ram . . . WW)80-8016 I I ZT. .. . 229-OW3 !!AXP1)#* . . . I ... . .. ... . , .FAX 0050-8876 . .. .4 . .. 4 am .ST. LUC* (772)229-9093 FAXMI)845-8810 $T�=E .;. . � .. .. ... . W V12) 589-64M : � �.FAX . 5W6469 _UM . 5W_"Q 1= . � . ..� I FAX - . . 5147 4 FAX (M) W-6469 � o,,014= . , . . ... . ... . . . Sebastian- - Best Housing t . 4m_ . . . . . �' st Housing! 46- 06t6bef 18,2604 : ;$ebasid. ­ 8, '. `4_ I I �M. . . Oct 14,2004 - Best * 4� Octobar 14, 2004 Sebastian �- Best'Hbusing I .. 4- .Odow 0 0.86 . . I .. art Be t Hous.ft . . . .. .%fM. . . I . . . . . I _. � October . .. ­ ... . I . . . . . ..... . .. . ... ..... �obastliio .. .Housing I� . . "" . . . .01 z ?� : . . - < . . _i October 14,2004 . ­ . � r . P i,- .. : V) . C. . . ... .... .... .. .. 0,.Roadwa . . : A. �O loww'. : i .:�, 8 < Z) . .The 0ep"OV ok0stitly consisted' fbwiollovAna::� t. E's%glin"irling.Evativation And.donclusions: .... I .- 1. M 0 . .. . 61 . Y, : ... .. ... . ,. . .. .- .. . . I . . ............ ... .... : : UJI " - . i�) V) cr - . � . . - - � is not wiviin*6 ace .. . : Peredn; *016"iii - it*. VA- 4200 1*"*81V 06tformed on eightf$) too sam : 1, S: . - '*w this , evo *0 plpisqd td bow: - _" . .. . . . :,.,:. '. � .. I. I *0 I.. P#rfoft6d Standard Penetr t Sorings. Imd hena-W.m. a at toridome B#sW on the'tilbrInoWn .0 4 Although:a comprehensive pavement evaluatkim* . Of Itlis "W : . . . . .g. ... ..­­ . . . . - I . reas'. I . . ­ . . % .. . ... , . Atioln TO ­ ­ . .. ­. -41* - ., :b 100ft . " .. .. .. L. . . (Y- ir .. I..... . . . . . " . .... . ... . . . I . : I .* 61 -10,thd:test determinethe.suitWility. bf the . : I . . . . .. .Prep" Ad - .. I. s Is found Jorge M� Diaz Ohl the._Mte '",.:be..;. d dirt:4,116dble The mwmum. povemiewit NO iv*sont.. VW 66r1ri tt � .N. $its, I � . ... . .. . . � W W ...... . .. ... the fbitowing evalueflom . . . . - - supp.. . . . P"ame"t . - _... ..:.,... ­... . . . , C - I . . . L ... . designiortwWaid4W $0altandpeaWduty0*a should - SkIII..'as�avfttvgural fill sourm. The resub-bf these analyses aireAndicated Wow, . watoeNboor, a- a- . ., Best Irl6uslng I, L.L.0; __ I du4e lhb Wowlnp� � . . .... i . . . 1. . . _W�IVW. I.... ... . .1 .. . . . .. I., - on.or .. _... , -S _. " - .. a � O.F.0m n ... 11 . .. . C3 0 0� -baurf ... . . - - de.ecd ... .. . ,. - V'-- - ' : - :Z. e'SiOred. h.. I...... - ­ . . .. .1 . . . _. . -, . . .. . I P . Ik . . ., a .. . .. .... r F . ift I OtIdd * 11 351 &W�, W Avenue: d", , (at , . . 9rA ... - . 1101 1:01116 .. .aso., rAd I � . .1.6.9rou"ll. . torle".0.68chbod"91 The b ng.k) ... su - im condffidifts'are -U*'uftIr00n aorots 4116:1tile, : - . .... . -1 . . � , . I ; % . ., I _....1.1 � . � Wached loom The fbilowing-liblia Indlealewthemeastirod.w a. rn . rib" I .. - . :­ I .. .. %.I.. ... ur.# tod . . . :proposed, project a -tea consist rrm. Y,o 1nev,61n a , es; . . . ... , .. ... � . . . . N W) . .. . ... .. . .9p Indical.4 ft. . . . . . Miami, Florida 33156 Imem liolls.1n. 1. . . . .. . .. . . , , : : .. .. . at* 1618 , . I .1he I I # I ad s, nd� .-"N*' Yalu- tlear the'r0adVAy 9M.0 SAY�V*ft' -.00aft '06d.w9do, -mow..and .organic �: : Ze. wdi* . .. . . ta 1.,�I6ft§,WW..o­ ... Pp . ... . . ...... .. . ... . . . . .1... I . I I I . - , I . . . . . mps -11 . removed-,*** ,w ho be d0i . - season wa er . I ­ . . : I . . . . -. I.. : I . .hlgk f 1001 :1 Evaluated ft existingsoit cordtionswith,Mpoalo .the:proposiadconstruction (00 rea I' s . .. bo ti AtIori Indica r tin matter. Sto Oia be . :, ...,'Tbe. d6ared are. ..s ..uId_ . gra d level, � ­ . .e.. 5; 5; .. .. " .giha... Mgt .. . .1.. - � .. . . .. ..W . . .. ... ..". . ,, , . . g. . de * . I ... . . . ... . m ... .. .W... . . . - . , , I ,%. . . Re:: 80-100 Unit Townhome Residen0albevei6p,ment a" .with ai .. % ty 14A . . , '010 .and prodllroll�_ t Any 4 pieft - - 14 -, . call Peircent'Fines' I - - . ,. w .J. � :so I wm.ft b6*xdavat6d and .replaced With dean : . . LLI LLI . _., u �% e to:: I.. refom It It our pmfe 9 � a op, . � � � . , (Y- of � . .1. $9 . I. 11 � . . uir%concluslOits .. . �'.4 .0 . Test Location Measured.W.46r, Vetimiatoid Norhw.. . . 4. . ... . 9 .. .... ... I :� . . �.. . . - compacted fill, SUffidere't Passes Vw0d -be 4hade.:*iIng . . . Boring, . Doom bmdoftn- , Passiner rAO Slevi - : I . . *0 pment, .... ­ I I . . rt-meratliiris to ­ I . . woo . � Attathed Lo6atloWkahj Table �fflqfi sm *ierl" Main Street. and'Powerfine, Road 'that the $6 : � isa sultable i ed.06016 I , . 1. _pPIT104010 � . . � .(6ee� . i . . . . . . . .. . .. . I.... . ... Please refer to the - -_ - � I .. . . . - . . , -4 , . , , 11 ..5 .. 10411 . � Pr w ­ ' - - ' ' i M& ' I .Vioduce b'derip, -no less than.9 t Of Its Inociffied'proolor value . � Sebastian, Florida . . .. 0 report to document Our ngs, " boringiogs for 9 I Ify I penAn , J(Mp"TISQ) . ,� . . . .. I . .1, . .1 . , 'Pecific. in . . . . . .to .$ON descrip-tionii . . ... I � . . � V9 . ' . . 1* -V; . Light Ora 0-31/6 1 .... . .. � , Ksm 49921 ... I . 0vth OoNorloet. B-1 , , y Send : , ., - C14 . .. 11. : . I �G yish Brown Sand . , . . - : a : o- 1T� . -1 .;. V -4t. � r f . V" loco do 0 the,.st 'd '00 164dsve 'kno I . ... . . - . . I � ': 4 ... I—. After the 0 ' ' i ryttdtds:�W foun. . (i ft. we Ire mbi6hd � . ­ al , . ... 219% . . ... . , - I 1. bear Mr,biazl ,:, D.- Site Investigation- - . I . - . . _0 . Additional fl T � � .. _. .84 11��-.,r I Light Oray Sand 04% I 1.34 � 20- - .. . . additional boring$ be performed witkin:'the; building f1mits.so that the allowable soil �. I 000 qm$W: of disn'grandlar sand containing less, -then ,aft- ma". . .1 . ... I I . . I.. . .. . Irc. I - , : .. .. . I . ­'. _. I ..... I .. .. . .. .11 ... �, �40..,ii ,passing the U.S. Standard *i -. % I . B-3 V-100 .Graiishs 'tand .� CM : 1154 4" . . . . . I .. . - bearing pressumood foundation recommet.010111".. carrbo.pro , a. I - I . .. , mesh sieve and placed kiloos-e layers o( 12R am I 1� " - . - I ... . � I'_ . . .... . . I I . . - - I �. . .. :,As requested, KSM Engineering &.Testing has performed �o preliminary subsurface -1 TheIftelovedgettort:0"tarn consisted: otpe In . � compacted lo the �,above derviltli& Higher tine contenits:, " : used btk.#Wris : A4 - - 01!�-.V ..: -Llght`,0*,86rid M A -I.. 6I.- V. .. V) .04 b.e� . , - . . . ­ : .1.... . . . � �_� . ` - . , 'AA (V ii�r� . . " . -2 : *j0* . ' . . . 0 thie'ei (3). standw. pehetratfbn� � :, 1 . . . ... . ht pray Send . to � ­ . . , . , , investiiiation,at �the referenced. site, �Prasentatlon of ft datagathered during t1w. test horings to depths::of, 12'foet. A .eight: �(o tj - .. .. . , I construction cpritrolisriecessar : .LIg . _C 13% . 11 A IQ* ... 0 . . .. Y;, r .I, :6! . . U -0 4:7 . . .. .. .. .... . ).. ind4ugm VAth .statIC, cons � ... - ­. , . . . . I'der , , __ xi� 4# " . - ­ A-5 - Lig., . ay',�Band . - I eadings to depths of 8 f ran, . . . . ... 11, , * , .. . . .. _.... . � .631yo : 41. . U) I , in"s"itl6n, together with oW geot6ftical related opirtions,are included 16 this mport; penetrometer r . .W a d0m aireas.0111 lft# i4e...-Thelocaflon-of , Typics ;sno P;* ratio" 16tTownho,me'% . X7 .0 . .1 . C) . ...., '. I.. , . . I ,the 6odn ... .. I ..... .. I.. .. r 11 . . ,Eight inchds4s * almei ' _' . . 19, . . .A4 'r .. ... . gs Are indicated on the Attached Doring)oc-' I � ultable dayed soil havi" ock beadri§ ratio pio d 6 Ot �B VI -V L ht Gray $and . . . . . . otlon.plAn. .. ng , - .4 V �. '30/0', .. ,; ' Lo C6 C6 6 .11 <-- . � I - . . . . . I . . - � : A-5 , *P*6sed building At "',.and wessAo'be paved,, plus a'Minh .0.60 should W:Used for the stabilized.subgrade and compacted t6 so percentof ji% . ., . - 46. 1,8' I . I I urn margin of five feet .. ' ,-I � , I i ` .... ,�. S" .. ... ... 1. . . ... .,. .. 11 11 I I 11 I I I .. . . . . rigs wer** � . scribed In ASTM� b n I 110) ubgr,�� thickness to : A-6 4!. .4" A. Site Lodati6n. 1 . .. bod ' e com. ploited.'In sowridance With procedures de itwdftd P(OdOf Valuer (AASHT0 T18 , Increase the stabilized s ... �.. . . I . .. . ­ �.. I .. . D-�, . eyond-the proposed construction shag be stripped a d grubbed of surface debris, :4 .. : - I I . � .. . perce I A4 471 4" %I on Into the soil ..b I I 'It . . 1506� -A -i � .6 "' I-D��2 inch O.D. bplit4poon sampler is driv' I inches minimurn In heav Ttip,l IneO wdsi which generally Vppla jess ,than s ,�. . .. ,. . , y ! Including vegetation, roots and organic matter. Stumps shall be removed entirely, Tht , y duty asphalt areas. � fie-gra 0 �.*04 . . I nt Tam.7, are .. ...- ....... I I I - 10 �S,I.�.... , � . , I . . . . . . 1. ­1VINiW... bi. I . tom0dered,bestas: � I -Ir I . A-8 The 11ft Acre site is located on the southalde, of Main Street just west of Powertine 400C-asslyi blows ota .140 po - d1l'"merfre6lyfolling 30 inches. Thenu buildl area,should be graded level and ptobtrolled, ,soft yielding areas shall be I 11, � I so they drain '-e* when: excavated. .. Ir 60 I - , I I ­ i . - I + , .. I I .. .... I , i": I I I .... ..., . . . . n .. ... I '-" ,� LU �, course shall be. s es of,oftwented coquins rock �(L.13 the wat#rU. . aW-.ori not moistdre sensitive, ,Please - Ing: . 1. .. . I __J � - - � . e I co . 0 . $ . aF ..� I , st , _ ... . .. . . ­ .. . .. I Ration, raking .I, . I : mete, is based: up rl I 40 b(ft I ' Ilk _ k�ki � ., that $for Ttmovi . . . , NO loot. afterseat rig 13 ini, ft dasloatAd the'Pe."etratkio excavated and replaced with: dean .compacted ..fill.: S.uffic.lentpasses: I ­ , � 'AJOOJI�or limerock ,#14 typical suiface,ve,gt , - 4 the surface iotis may. bs I " , . on ou nierpreita � tAtirig . site.cond"It" , " 1� .... .. . .. . 1. . .. I 1. . :%of owsi I I no , . , '�� - Ibla Road in Section 01, TM. R38E in Sebastian, Florida, At the time of our Investigation, ... uked to drivd. the saolip*: 1 . I. . I .� , - I � . should be made. The ,base � CN, � - � , � ' . . . . .... .... � . I I.. . � I ­ .. , ..". . :a , . .. . . . .. ... 1, ... I''... ....... , ., . 4 . . .. . . ... esamil -, . "ded fr 400 4 �t.Q. ro do � *., no less than as.: . 4 ­ �� , I . - I , . . 11 . . . .. .. ...... . .And a -the site was fairly flat With many S, vegetation. There is also many .Resistrice, or "N*.valtiez.. At r"War Ifite6dis th Peris,e� ..g compo", QP I I I percent � I I - SHTO , 11 - . X.I.; romlove, .. .11. .�< tree' -and mOdST21til nd compacted to 98, -of its modified proctarfmalue (AA .T18.01 1111crease - I— .. �.. � ..... .. - . - or � � ;� . .. I. .. . the.grour! . � . am: . . " p. . duce:a � . .n An 0", . 1: ,and opened to,al ... I ... p P Q:f, �� 4 .., ' I -rodis d r. leteriousirnatter.. . = F Q C:i Q in Q piles of $1 material on the north section of the site. low vftal .examination �and. dassiritatim ol"tho rotai , modified dry Proctor vakie:(ASTM 015§7)'Wa depthv(two, fost. the base thickness, to $%indies - -Osphal --,. - I : 1. i-Sto do ­_­_ qftheU.S.AA $a Survey 11&110d[OITOW.County� I lorids .. ned, §60 sample' , '' , _ , ­­­.. ... . m.triffirium in heavy duty. t.arwas 'Amin. um -4161 .... I ­ � I I . ­ ... % ­ . . � ­ � - , , _ . � .. - . ' ­... .d Im - . . .. . .: i I I 11 . . ' , 6 hW6 . . .1- � � � � . . . . . . � . :Also, ft groundwater table WA$:aVowed tostabW4 'h d I I.. � � ., .. . .1610 ration.should.mainialined pqWW ft I . . . . . ... 0and.1 e. epth ofthe groundwater � . " I . � �_: . % . . �� - _ . .- _. . bottom of.-Ibe.base.-an th .seaaww . ; The borin"' 'piftrmed on th � I I Itiereibm I I It . ft - . . . . . . I � - I T '. ' I . , I I . 0*00**ii It , . I _b.sft. typicaffy�lburid fine-grained sands.� � . - 10"ation �sborded from existing grade. After th6 exposed surface has been proofmlW, the building and pavement areas may � � . " . . - gs� . ' � : . . . . ... .. I . , , ,. . I I � ..: . LJ I I . . :our professiotol opinlon that tfii, subsoils are suitabW es4I tructuralfllsource.�' "' I . 0 L,U �, P � 0 B.z Prb*t Description* . be filled to the desired grades. The fill material shall consist of ;loan War .. - a' z � - ­ , � . ,. - .. .. : 1, . t 'During the harid.auWrsA0hI..sWc con a penetrometer test, a shalt with a conical point is . containing less than 8% I matefla I I passing the-U,Si 8 I I gran san Theasphaft wearing surlace shouto co .' S-4 -or S4.1 1 A r to the soll boring togs-lbir ... � I re spedkinb 1 $ please, j_EIVI:3�00 ,�Eu M6 .irmatio Wet' t ft I . .. landard No. 200 mesh sieve Place ,� I I I I , nsist �0.1 X of type Inactordonce Irefe - � .11 ...-11 n- , , Ive, o � I , ,soil description, I I . , . . .. .... ... ... ...... ... . . .... . . . I 1. I , , - . , ed, the 1 And thethrust required. to push the cone. tip is. measured on an structural fill In loose layers of 12 Inchenij thickness a �D artment of Transportation Standard Specification for Road and. I 1 It is our understanding, that a.toWnihouge' residential development .1splanned to be 'Ousli I with the Florill, ep � - - I , *Xm�b Zo . . . . I nd corripact 0 lift . - . n ,ach .t teast9s, �501 Oa L , I �,,�jL constructed on the site, Roadway$ Will be constructed forth s., . . . . '. . . I ­ . .. I _�. I . - Bridge �Construction. In fvea4y duty Asphalt ­ I . : . - � , o.Profs d. We anticipate the attached librated gauge,: T� � .. . -1 I Ca . A . Value & the bwng pressure.0"ited by the cone point per Of i6 Modified dry Proctor VOW01. , smas, the wearing surface should consist : . . . .. . . � I - ­ . . 41 , 11 . � , - 01 - OZO., . . . ' . I I - pavement areas win be subject to,mainy'automobills andlight truck traffle.. Wet Allows ther.oper6tor westimato the. existing " d"Miy.: AWthethrut, t Was measured, .. ;1 ... lof.12* of type S-1. . : z a��106r . . .. ... .. - .1. . 1. .. I .. � detention ponds, will most likely be used for stormwaWdetentidn and as a structural to the h6ler�Wbi odvancedwith a b . . I I ­­ I : � =L)0� ,� . and-augerir;A-fbot Incrementsto pertrift After.0 =%vad". for 1therfootings the disturbed foofing.'subgr do OM be 11 � ­ � .1 : I -,�L." :1 5 . .. .1. . 11 . . .. . a 666tinuation .. .. .. ,a sli � _ _ lec . � a: 0 ..... ... . ­, ompacteo .. I I . . . ... .. . . ..... ... .. .. . , - ­ Standard' I : a Q:w- 'ff ce. Of - of relative density versus depth,. 1#0 95.: percent tin nlibiim) of its Modified Dry Proctor Valuei This tan, be bestachleved: . ;Pavemettt.areas-am..00rtstdeMd-tar:bndpicktfp.bu*16oft,condigons,. . 0. 8 sour, . measurement I , , * , d* . . - I : 11 lz� (A .. . . I .. . .. . I I lk - avy I - I . I I � : Va He duty bre0s,fare defined �� t, , and tu* lmdihg% I - 'by mal�irtg,se*orat: passes with.t� relatl�ely light -Weight -be lod Aboratoiry�sled� fievirng delive ;.,.;; prage ..gafb.W W . 1 6 , or - , � I I I � I I , r.y,- � ­­ .. IL 3: :1 ,nwl:.��V . - . 11 . I.. I I . c6rditions. . _. . . _. : I Tho. MCO* Of" 96115 endounter6d,Ibe penetrationreslitances and grourIdwaterlevel .. :rbllir., I I I .. : -_ I .. ...... . - ''I'll ­ , . . , I I are shown. 00 the, attached logs. . . I 11 I - . � 11 a � . .; I . I I / I N .1 I- �� I �, . � ; I I I I � - .. 11 . r15 I . 11 .. . r . ,�, I I . . � I I - zz I I . ­. . - I .. d f� I . . I 1. . . . - jr . . I . I : . E . � � '... .. . � .... . I :-�i C) 0 .. .. .. -11- 11.1.11 11 � - .- I I . � � I . I I ... ­­ .­­_ .. . I . I - __ ___ _. - ­ _____ - .__ _ . . .- . - - ­ ­ I—. .. .. , - -------- - - ­ - . .. . - - � . - - I . : .. n.- (D 0 -1 . M 1, 1. ­ I : . � . .. .... ... ­ _,:. iz Cn 1. I . - -1 I . .. . : I .. �� i L_ : �"M.l ­�� ::,F� ­ . I ,V:VM : ,� , I .1 Q� , . - � 'I., KSM .. I � KSM' %, � AVU-1- . � KSM .. - KS'M' M a) ,­ .; . ___ - I . - . I I i . . '.....'. . . . . .... - ....." ... I I .. .. I 11 ­ � . .1 11� "I'll, . I . . ., . __J (D ' AND - '_ - KELLER I ' ' - N' # 0 ' t- S ti -AND T -ft ­`­`_ , . 1 � . I- - 'WO , sdHLEItHERA,MacWJLL'IAM-E GINE RIN. .AND tt 'n 0 .. C ER1146- ' ft.fl G,'IN KELLIER,0.. 114MCHER . M t.t44lt4P.t.kl.144.A".T.ti§'*tlNd, lNC. c 'LLEA SCHLEtCHER:& MacWILLIAM ENOINE '� 1SKINA': INC - I I 11 . f . KELLER, SC-14LEICHIER ....... . L1L_._..:.1 1, - ' , ft , -&:MaCWILLtA.. ... , - , � � 11 . 11 . ,�, , , . 11 : ­ ­ ..... _... ..... . , � .. ... . .. , , , � . I. ... . .. I - . � .. ... . .. .. . I ... . .... .... �W , 1z .. . . � - I . _... _. . - " - 1, � - I "I 1. - I . .. . , , .. . * - ;!� d -- KELLER, 1SCHLEICHER VMaeWILLIAM ENGINEERING AND TESTING, INC KELLER,t S"LIENCHER &:MacWILLiAWENO.IK#VO'INO��At4b�TFi�tiN XE ..& -M.,46Wi 'JAM 1ENGfIkEt' bA < � - . Mp,N , , 377, : WAAsTIAN (772) 50-mi2 . , SERAS`rIAN &T4MVJ2 '401 , . '1317 MaTi f 78-1 S65AMUN 8297, ' . 7 .9.1. - SWIV12 MARnN (7721337-7756, .P0.­80X78­1=,*13E8A0TIW ::3M8 . 1Zr4Wt7.7s5-.- - k ., . I FL 843 7 ,�� � BA,!�TM FL,S2978-jt�jt �' ' mARm qM sdr4ns f'O.'gOX78-13".SERASTM�FL32978-13'/7 , 8EBASMM(MSWbT12 -3511~ leL I!ft .,. , - CY : . - � . � 1 768 'I) 84 : CN (M)S415-7505: . tE I , . MELBOURNE �72� 7M64B8 1]� C .P :M 7 EBASTI . . I - I !am 168-843B CA ­504 ,P.F_- sTZI3 V MELBOURNE 0 , % ,,-I* �&-=. 21 = : C) .zt U72).337-7755 . . �P.O.F=78IA37t� �,� �'FLS ... 2g7843?7 .�77W- . , 78-W 6 ' IAN,FLT=7.8-1 Nffikf�726:3041i- � ... ,ro�IIOX78-1377,SE , f I K . MWW , .- I G.JNa. _ . I :: PALM BEACH (5b Usi , . ' . , P"g�" 01, _8" 14.1-sw VIELBOU I SEMTM F24 M�0712 � PALM=316397 �#AELBOURNF_ 1)?08448 GA� *060 :1 SZ4845,77445 �Wo _Sm� r 5440� :i&,�6 .PV � . xLll -QM -8870 ' CA -.SM- 1p, '3M &USSO W E�ACH (561180-744 Q .. 4,45,T446: :"" P,E-.* 37293 I : , Iii . . St LUCE 229-9093 M � . S aa- RE: 37M Sl;;860 � I I I - ..... . ILLCE , 222-9W3 FAX(561)_ , M FAX (513i) 845-BB76 29 LLJ . M_ ck�m:* PE W� si.:ged I t ­ 11 . ­­ � . I _PI) 045 . WTS . 229 -OM FAX(Sih)845-8M: . �4 � . ,., CA,,5693 ' , ST LUCIE 220-9093 ' " ON ­ I I � � � ST. LUCE � � I St, 4 2 : M FAX (71Z SaO-6469 (1) MEW= I 7N,84" ::FAXM1)W-4*7 � � : � 4469 .11 7 I ... - I 1 589-&469 FAX 72) ssi�_&169_ . 68a I I W 72160�69 FAX I 6W-6469 . I FAN I � ,� I -,� .. 0� Z:� 0 co 1. .; . ., - I � 11 . . .. . . .- - C-) .... . 11 � 11 I . ... . I 1. 4. : I ... ... : _z I - ou bet -14,2004 . .: , � � � ; : � . , '004 : 06t6kqi� �V 90�4 00 LL (1) � � .. . Sebastian - Best H sing 1 -7- locto I ,Date �.Of:soriho� � natla'sor cici6er - 2004'. .Date of. '184#0�ft: , obet'. I.r. .2004. : b4, :of woAns Oct�i�--.v � I �0�. 0 OorlAg 0 Q) � I'll ......'.. .1.1 I OOPO%bor 7 f .200A. 1. . O" I - Tr , .. I . . ­ . � : 10 '. . : Ck:: (OD - - . � .1 �_ .. � .. . : ­ I . , , _ @� I ­ 1. I . .. " I ..... . 1. .... - -8. I e xx .Acre,: ti'to' , T_ 0 - . Locat;Lonr ,41± Acre , Ae *7 - A&.M 13, t , . I . � _, Zopation,; I :1 3t -A4ate 'Site I ucationv 13i�Acre Site I I I - 3��On _173t _... . . � , 1� .. 1,000�tPp, I . � _, 00 � � . - . . .. I 4. U's : 11 I ­ - . '' ' Section') _) ­... _ � ­ � , 41d , , I - . w6 ni�,Oei�;:arid: Poweri lae. Road .18 im" 0 ( -�- : It .... ". ­ ­ I � ­­ ­ ­ ..so � :100 Unit -Z*hhovI4-. JW ow"t . main � e 11 I - .. Q .. - " - -TowAhOW: f4sident"i Development - .. ­..... ­041�4.' pg"A . .... r _;Stre It and �,oVerlipe �Rqad .� � If � 404po : .. . � � . � ....- . I :0 ownhome� asideritial Davd opment. -� ;� P� ,,,,, 100 Unit: .. ­ ­­ -, � .ift 1- .. . . - .. I . :� 0 "e C: 0 - 100 lunit:1 I . . Road- M ., R.. : svibastiaa,tlorida L 'Nain streiat and Pove lirie . .fta& tS " _ and Powerl no __ - ., �.Mi6tiori): ;east,ian, Florida J. Closure- main S t reet: 1 Road 410w. loctio6i ."kirf . reet 4md.�Pqwerliwt' , T,.,.,�� . .. - - -- . . .. r.... ,. � �,V. �gect.*661 - �11 � sobastia-0 � riotida - . : , ,See Attached Lobat�j . . A�2 , " . 0 . 0 LLI . .. � � I. ,n .1 :Sebast:4., Florida . �ebastiaoo� Florida � � .1 . . . I : _0 In � PliW I "'-see�Aft.,40hed.110 tio �)?,Ian _J � . . .. . . This report has been prepared In �accordance with generally accep . fed . I .soil and .. .. .. ,.. I.. I � ­ ".:: -B-w3l , So, w;�tacjaect_ Location fPlan . . .: M - I . wa,'I,� See Attached, Location :Plan 87-2, See AttAc144 1�6catiod Man � . . ...... . . . . (15 < . - . ,� Z2� 0 0 . . . 1. foundation engineering practices based on the results of the borings and the assumed , ) _. . . �-�----,���,���--��--�����-��--�--���������7���-��-��� ----: 0 -_ Z ' - . - � I �.e_.�VA,.;�_""�__ �;��,.�;�.;,.-;"*�-����-��;-�;W..�--�4�_,;.�.�� ­�.,;­"�N-, . .- - , . . . I 2 loading conditions, This report does not reflect anyvarlationt which May 0 dcurbehyeen I � ­ � - q . .., - .. . - - � . _ , - I , -1 the bortnigt. If vairia � . d I h construction,. . It would be Depth ., �Jm �� . , ... 04tli 1316ws/ � 6ft4N :Depth -Blow&/ SOT:414 : -DEPTI( .St.fata, . :PM. DESCRIPTION Or . . DEPTit: I Strats .-trg'-, , __DE1kftIPTIbV;r 0 �_ - �t Of ILL! . I , lions appear evident uring t a course,of � /_ S . - . � � . .. .. ­ : .-. : -TO . -z z W . I � , I � . ... : � � ill rt.. - adei, so 1 in. ih ft,� � '19 VEST AEAD11043 SOILS . in FEET MOM I AEADI� SO,= I ..''. .. . - -evaluate the recommendations ofthis project. '16.�rt.. ­ '.'i ;6f 1! " -, I .be ion. Q�k W - . VaI40 ooicki6tlaq.,61 .Soil V -in a, :Valioi ...."11-1 I ftm-T.O..... ..... ...., .. - .. _­_­ . _1� . . ­ �_��___ I , ... F - - . - . -..- _,.�W. 111:1q 9 > necessary to re .... . ;V4S,qr*ptioxv. . $oil. 6 va'lue � Ot ­ � ­ _ -1 --- .... _. I..., : . . .., .... . .1 I I 11 I . . . . , I., ... . . � ­ � . � ,.� . - . .. . , .., . _. ____4,.a.;r�__�.""__.;­� - _.;,��,;�"�� -4 I-- .. ­ - I � ­ ­ .. .. � %. .- ", � � ., , I � � ­­­­ ­ ­­­ ­­ � � . : ... : ,. co (0 .. �.., . I ­ � � I '' I. �­­­­­_ ... _ . .1 , cl� < X- M I We are pleased to be of Assistance to yoU brithis phase:of your project.. When we may . .. ...... ..... I .­ ­ . 6 .. ... . . r - . * . r r ,,rr,,,' I ­ * 1- I .. ... .. N . r . I I , � ..--io. _t)t Aodti§ � . . 6W. _-W -Y savT wt Roo-, , -*- 0 � � 61"; : k Sand �with RootiiI. .� F, C D -'T further service to U or should you.49ve any question&, please heel free to call. . - i�;O- " sand *it� R06W -Graly 541:111d Vi - -U- . 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FL 32978-1377 sERASTLAN 7 SS"712 . 9M33T_rM­­1 'PaWX1&1-S77, . FL =78-1377 . SMASTIAN1772) SM07V ' - :P � 2 .0712 2) � : .. .. , 768-8488- M44 BFACH 'l 845-7,44r.. .. - i ­ ­ . MELBOURNF 0 MARM,772) 33T-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEaAsnAN (772) SW -0712 MqmN rm) 337-7755 'O. BOX 78-1377, SEBASTIAN. FL Z2978-1377 - �SSRAVIAN . . - � - MELBOURNE (321) 76B -84W I PXM BE0kCH (5611846-7445 . . M EL 8 OL F. 1, E F2 1 1) 6A 69 4 4 8 8 .G � ' . J 2768 8488 P" BEACH 15611845-7445 I IBOX 7$ ...... . WIM PALM BEACH Mil 845-7445 1 - 37293 S1, WO CA -SM RE,:37293 AXi'060 I I -OAaSM 'Y$�,V293,� SUSM� AXLM "P1,)84S-7445 - � � dk,lk,16 ­: P stma . $A.�Sw� MELBOURNE02 , �ow -or -8W MELBOURNE CA�ssw psi. VM S.L-880 , �#. � � - � ­ ­­ � - ..- 229-9M . ­ - . . _ . . 2 � . . .. � ­ ­ ST-LUCA I ;= IDA pe. 43 &L -976 1 - � - ­ I I I _5W A (56T . P;J CA�:6M P,E: ST LUCIE g77Z -9= 7 1 M Br 011�4_144 )= PF )8"7 � ­ . .. .. . ­ � - 9: : -SM . . � . . FAX(561)8454W6 1 4229 FAXMI)845-6876 I ST, LUCE 229 -SM F Vi MIR ST.LUCIEF7 229-9W3 ST. LUCIE �72 9M 0Xt%1)848 stiy% � FAX (I 68"469 FAX S89-6469 - ­ - 72589 -OW 716W-6469 . FAX (72 -W9 ­ FAX 79 5W-6469 . ,; ��.� FAX, I � �7 �. (77 1 M .'� ­ 1 . .7 . , __ � 6- - ­ . � � . 1, ' Dit � � � I � . . .. . - � - .. - � . "' . � Date 1 -004 Date of Borih'l'-,' ': ,October 1. -1004" e -of Stir " ..... .. - I .. .. .. ... .. � ": I October 7,2004 '. � � w Oct6ber: 1, 2,004 � f Oct66iir 1i '90 4. . oizorilygi b6to ��7 2 Date of Boring: I . . , " � ­ Mate a -.Boring.- �October: 7�, 2004--. :Date o BO� ­ � � . � ... . ­ . ­ ­ - - I I � I— ­ � . � . -, -, � . � � . - , - . :I . . . _J ­ . 13± Acre Site' . Locationt i - ­ iA Acre �zlto­ � � ­ � : 10cati'Djo - � � Location-' , �i Acrrtiii.: I Ldcation� LOCatil=' 13± Acre isiztk � �.Locatiow 13t Acre:Site. . ­­­ .. . :13t Acre Site� - I . I . � � � ��, � I � ­� ­­ ; ­ ... ... � _,__ . . . I ­­ ,�­�, .. I.... . .. ­ -, � � . . % . 'jtlih*: RQIAd..( W.% Stdtj fl) - Main Street and1*owet11nw:#w . .a treet a - Ine Main Street, and Powerline Road (S.W. -So �Main Stkoet and Powerline Roa�d (S -W. Section) ih. StfOlft -a�nid �POW .511: 0 -Main Street and Powerline.'Road iS.N., Stttita : aad (4 -Na � 9 nd P00arl I , Road (S.N. Section), 0 . ft ­ ­ � � - , _, - - ­ � ­.. � � . �. � - � � � A_:Secti � �x , - � .. . 1, 11 . ­ . .. , .. .. . . I �;; � � ­ ­ - . . � � ­ � ­ � o4Y . � � ­ - Sebastian, Florida sebsst n, Florida . sebaatian, ftorrida_. � -Sebastian, Vl-bridA : Sebastian., Tiorida - . Sebastiefti Flortda� � � __ ­ � ­ ­­ I.. ­ . . ­ � � .. _ , � � , - , .A-4� See Attached.Lotation Plan A�Si See Att6ched.L0`Cati*R.-PX.Ad -A_�G See7:Att4ched -locat � �Att 'Plan . v - a Lction Plan. 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I - _.p_ - ___ ___ _� �________ __­ -6- � "48 - " - _60 -- ------ .-G ---- �­­--­ � - ------ �46- ,-w .�_� -6- ___­__�_"__` ­ ­­ - ­­ ­ �6�_ -­ ------ � __ ­_ _- _ - � ------------- �­­_ , ­ . ­ - - .1 � ­ , . - - � . . .. . . - ­ � . . - . . - .. � - . _ . . ­ � Water Table ., 4' Below � Exist I ing Grade Niter. Table -1. V' Below Existing 'Grade. I Water. Table :-.. -18' Below Existing Grade waiter Table- 4 v: Beuv Existing ,Grade Water Table i .41 Below Existing Grade . water- Table : -5-136low-,kxist ci Grade � , ­ - - - - , .. � � � -, - I ­ �_ . � � ­ ­ - - � .- . � ­ . . ­ - Job 4: XSM 49221 3i Job t6 �KSM 49221?��Jta Jbb.4t XSH A9221-Sa - . - ­ � ­ __ . . KSIT A � _b� #: KS - M 492 . ZI-9a, - . ­ � .Jol>r:4. M .45221-6a - job f. 9221-7a . Jo X-4. / � . � . . . - . - . . . � . ­ ... - ­_ I . . . . . I � . . - : - Z, '** � I - . . ENC4NEER 77nCA 770N\ , . . � � � I ­ . : E] JOSE - . . I � - . . FL E NO. 47048 1 , . . : � � A B. BITTLE . . ; I � � . FL EG. NO. 57396 . 0 P. STODDARD __ ­ __­ __ . . I - - --- � ­ - - - I .- . - I �� . ____ - - - - __ ­ . . .. . - - - . . � - ­­ - - ----.-... I G. NO. 57605 1 DAT . J UL 3 ('*72015 N 0 1 C NE FL rR EP ' "' S 'CA 77M HU LKE N N (" W In', I r" Q LU �< 0 14.1 6 , Ica 'C' ou or i ... ou'a you n, \ .6ks",� ' E No .47'48 A B. 131TJLE FL EG_ No. 57396 0 P_ STODDARD . G _ No. 57605 __�', T . J J U 9DA L 3( I SHEET I - . 1 4 . . PROJECT NO. - \11 - ,/ \,� 14-051 / SANDCREST PLANNED DEVELOPMENT PRELIMINARY PLAT SECTION 1 TOWNSHIP 31 S RANGE 38 E CITY OF SEBASTIAN, FLORIDA ADJACENT ADJACENT ADJACENT ADJACENT MAIN STREET MAIN STREET PROPERTY PROPERTY PROPERTY PROPERTY TRACT 'F' TRAIL' 'F' TO THE NORTH TO THE NORTH TRACT 'A' TRACT 'A' TO THE SOUTH TO THE SOUTH TO THE WEST TO THE WEST 5' OFF-SITE 5' OFF-SITE 6' LMENT ANDSCAPE SIDEWALK 6' LANDSCAPE SIDEWALK 6' LANDSCAPE 6' LANDSCAPE 6' LANDSCAPE 6' LANDSCAPE r FFASEMENT EASEMENT rEASEMENT I- EASEMENT EASEEASEMENT •' 1 1 r, s. ,�al.t�r�•t-;r.•, 't.. Y.•a : �t�•K �.rs!. f, ,v �.»• � T•"�:�, e:i w.�• :;r •i r. •: S t •t .s�?s,•••i `:y»% ♦. � � i � � 'i�7l� 'x'Lr. ., '7' .qtr , .r ' fjfi+•. o,q.� :t. 1.•1•E.�: •g!. dam: !.a 'l ,•t i:'. _ >'•.1,�i' a.: %V;r' 50.0 o- 50.0' 50.0' 50.0' 50.0' 50.0' 60.4� 60_4 5' DRAINAGE 5' DRAINAGE - �- - - EASEMENT EASEMENT 50.0' I t,? 50.0' 25' REAR 25, REAR 25' REAR 25' REAR 25' REAR 25 REAR 25' REAR 25' REAR SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK -SETBACK _ _ -SETBACK -_ _ i- , I 10' REAR 1 r 10' REAR ------� r------� �------ �----- \� r------- �----- \� �- I I \ \ 0 \ I SETBACK I \ SETBACK 1 \ \ 1 1 \ \ I I \ \ 1 IZY aUI 1 \ \ I IZY owl I \ \ I { \ \ I 1 \ \ I IZY pXI C9 ,1 U Y I U Y (7 YI C9 Y U Y Ia U J QI C7 Y (7 Y 1D U J QI C7 ,c U Y C9 Y U Y (9 Y C7 Y IDU J XI WZWU WZWU WZW WZWU WZWU WZWU _J Q 1m- WZWU W Z_ W U J Q 1�- W wZW WZW wZW WZW J Q Q] I[] -U_p -C7 Q( Q (.7Q ppC9Q IepC7Q ppC�¢1 7m mW I_p ¢ p QI �m coI-pWQ p QI I -p Q p QI 1���Q p ¢I pm m� QQ Q _ _p -C7 p -C9 Luzw �_-l.7 pQm V)pJQO] I-pQ Qm1 Qm fn JQ00 (mril I p Qm In J¢m Imp �I {n JQm VI J m VI J m V} JQm UI aa¢0] (n J¢m 1mN Nl p V)w O V)w�m (n i� cn�� O O to p O ��� O O O §} g o x O Ism N inm�t�inl O 1. �¢� �Q�il O p I.nm�� inm�ur'ii O O N WWI O O I�nm�� in m0VVil O O WW fl� O N 11nm�� iAmc.9t�n1 N N I- SQr,r �¢Cii O O � �¢I-.i �1Ld Wt`rI O in mUN _ O inmUN inm6N _ IWW pUI _ I 1snmC.7(!I .nmC9VlI �mC�V7 O C pU �C9 I I I I I I p� ¢I r I I INS ¢ 0 9 ¢ 1N Q �, �I I I I 19 N xI I I I I I I r�< `O"I I I r�� I I I I ""'I I I I I I I i 1 1I In I 1 2' SIDE GARAGE 20' GARAGE I 2' SIDE ' I 2' SIDE I 20' GARAGE I 2' SIDE I ! 2' SIDE ( 20' GARAGE I 2' SIDE ' I , ! 2' SIDE I 20' GARAGE 1 2' SIDE f 2' SIDE I 20' GARAGE I 2' SIDE ' I I ' SETBACK FRONT GARAGE AI 20' BLDG ('`GARAGE FRONT GARAGE '''I 20' BLDG ('--GARAGE FRONT GARAGE -�I 20' BLDG I 'GARAGE FRONT GARAGE- I 20' BLDG I -,GARAGE FRONT GARAGE i'�I 20' BLDG I FOR FRONT I _10 -18 - SETBACK_ _ ( SETBACK FRONT SETBACK SETBACK I _SETBACK _ I SETBACK FRONT SETBACK SETBACK I _SETBACK _ I SETBACK FRONT SETBACK SETBACK I I I I I _SETBACK _ I SETBACK FRONT SETBACK L _ J _ _ L _ _ _ _ _ J _ _ L _ _ _ _ _ � _SETBACK_ _ SETBACK (- FRONTySETBACK SETBACK - _ L _ _ _ _ _ J 35' OF LOT r 1O' BLDG 1 FOR FRONT I 10' GARAGE I FOR FRONT r 10' BLDG FOR FRONT I 10' GARAGE I FOR FRONT I- 10' BLDG 1 FOR FRONT I 10' GARAGE I FOR FRONT r 10' BLDG -I FOR FRONT I 10' GARAGE J I FOR FRONT r 10' BLDG , 4' FOR FRONT I 10' GARAGE 1 4' L FRONT suBAQCJ 35' OF LOT FRONT SST j� J 35' OF LOT L FRONT SETBACK) 35' OF LOT L FRONT $FI }L J 35' OF LOT L FRONT S�T@�jtJ 35' OF LOT F�yL �� 35' OF LOT FRONT SETBACK 35' OF LOT FRONT ACK 35. OF LOT L FRONT S DACKJ SIEWALK 35' OF LOT L FRQE ag�� J SIDEWALK �- --_--- -- -_-- ------------ -- -- - _1-------1 _ _ L X13 _�_--�------ -- --- - E1 �°y O O �-. ..y•ty:,.-L•. 50;•0' �-•,.....::'Z7,. .. rte, ,• 50.0: 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0 50.0 .a. s -..'. •a•�„ '.2: `;,. f. �. i••: �! .•s L'`•r. s .r�.:��L..:{�-`t�'.#.�."1 .':'.•:4: 7.5' UTILITY 2' MIAMI 2' MIAMI 7.5 UTILITY 2' MIAMI 7.5' UTILITY 2' MIAMI 7.5' UTILITY 2' MIAMI 7.5' UTILITY 2' MIAMI 7.5' UTILITY �--r 2' MIAMI 7.5' UTILITY 2' MIAMI 7.5" UTILITY 2 MIAMI 7.5' UTILITY 2 MIAMI 7.5' UTILITY CURB EASEMENT EASEMENT CURB EASEMENT CURB EASEMENT CURB EASEMENT _ CURB EASEMENT CURB EASEMENT EASEMENT CURB - EASEMENT CURB CUR _EASEMENT CURB _ _ _ _ _ _ - _ _ 20' WIDE ROADWAY 20 WIDE ROADWAY 20' WIDE ROADWAY 20' WIDE ROADWAY 20' WIDE ROADWAY 20' WIDE ROADWAY 20' WIDE ROADWAY 20' WIDE ROADWAY 20' WIDE ROADWAY 20' WIDE ROADWAY TYPICAL LAYOUT TYPICAL LAYOUT TYPICAL LAYOUT TYPICAL LAYOUT TYPICAL LAYOUT TYPICAL LAYOUT TYPICAL LAYOUT TYPICAL LAYOUT TYPICAL LAYOUT TYPICAL LAYOUT FOR LOTS 1-6 FOR LOTS 1-6 FOR LOTS 719 FOR LOTS 719 FOR LOTS 20-25 FOR LOTS 20-25 FOR LOTS 26-32 FOR LOTS 26-32 FOR LOTS 33-64 FOR LOTS 33-64 �(NO LOADTO ED GE O O QARAGE FRONT LOO GARAGE SDE �ATD�CD G _ • (� FRONT LOADEDE (NOTGARAGE SIDE I nA�� FRONT LOADED GARAGE SmE �OCT TO SCAi.E)T��ALE) FRM LOT TA� �j GE � MT TO 1 118.79' � 8.0'_ 19 J I I _ PLAT BOOK 5, PG. 74 / / /Q PLAT BODK I 4, PG. 56 �S3A so' \ \ \ \ P°� TEL ® / G� 77y \ INV.=17.79 O I 0 I I TEL / INV. I \ \ \ ABAN. CULVERT TRACT 1 N AREA DEDICATED TO CITY �o / h1 / �22. / oZ \ \ \ 'g o I OF SEBASTIAN FOR �' \ , BOB CIRCLE RIGHT-OF-WAY o� BLOCK 7 CONC. \DR. I I w\`�0 00 1,499 SF = 0.03 AC. / ��5t` OCCUPIED OCCUPIED \ \ \ \ \ `,es N00"00'15"W m O o �` is , 2262 �`� bo ZONING: RS -10 ' 143.82 I 11 ��r,\0\� '\ \ ��A S89 59 49 E (M) w� , �� UWD USE: LOW DENSf1Y + \ \ \\ s� -off' GRAPHIC SCALE ZONING: RS -10 7.46 O /�+GP / R=125.00' \ IDgDOF �y�tALK \ \ 0' 25' 50' 1w �' N LAND USE: LOW DENSfTY (3'- ��s\ wLP /�,O o / ZONING: RS -10 SIGN \ \ I ��oy\ FOU( - BOB CIRCLE _ 9 J L�' &_ 20'58 17 LAND USE: LOW DENSfiY • y wM \ \ F ��,� ,,....•.�.,� 9 W L=45.75' ® \ F` I O 1ZFOUND 5/8 IRC y��\ \ PLS 13435 TEL C lYD 1 a / ��j9 , FOUND 4x4 CM �fi WPP N00 04 36 E 289.10 WpP \ � PLS 34355 1 o 5b9 Grp/ CHD=45.50 REED 3916 M s \ \ \B� O O FND.4"x4"C.M �t G> IN FEET 17.6 - - - - - - - -- - - 1/2'IR ®WELL TEL ® TRACT F OPEN SPACE "REED -3916 \ c 9.75'E. OF S.E. WM® -r CA TER" SET \ y 1 inch = 50 & SET COR. BLOCK 7 FD PK/D N89 46 58 W N00.07'24"E 362.93' "CARTER" ,FD 4x4„CM PR FOUND 4x4 34.71' /FOUND 4x4 CM 17,283 SF CM No CAP N00 12 21 E 302.16 _� l (PHASE 1 & II) ... • , „ , REED 3916 �C�7, x l \�\\\ ( �� �� TEL <" C° I. R. C. H. C.N. STATION �_ 50.0 j f 50.0' 37.4' �� Q•d ` .4 0U.0 DU.0 -' ��i' p a* 44. b 50.0' 50.0' 50.0' 50.0' R 50.0' 50.0' GPS 103" N00'00' 15" W \ \ ooy`�F N 1262885.7920 143.82' 158.0'• LANDSCAPE 12.6 2d .0' EASEMENT PE 7 L' LANDSCAPE E 821354.1350 WPP P _ EASEMENT - - --- - - l - - - - - EASEMENT - - - - - - - - 1 \ r r �I r r r -i r r r r r r -� r r r r �- - r- - r- -- -I to a^ I I I I I I I I I I I I I I 110' DRAINAGE I I I I I I I I I I f l I 11 ' DRAINAGE I I I I 1 \ LEGEND �I a co 10' UTILffY EASEMENT EASEMENT R=65U O C-11 1 1 �W I I I I I I I 1 1 EASE T --I I� I I I I I I I I I I I I 1 1 I I 1 1 I I I I I FOUND 4x4 CM \ •• 4 � � O Ln 1 MZ= 7 1 8 � , 9 1c 1 10 I � 1 12 � 1 13 , 14�� � 15 1 16 1� 1 17 1 1 18 � 1 19 � 1 20 1 21 is l 22 X 23 I= 1 24 � I 25 1 REED OF WAY \\ � ` 0_ 19 33 06 L=221.81 ® PRM TI 1 U) �i -O 7,506 SF 1 5,500 SF 15,500 SF I 5,500 SF I 5,500 SF 15,500 SF I 5,500 SF 15,500 SF 15,500 SF 15,500 SF 15,500 SF I 5,500 SF I 5,500 SF I 5,500 SF I 5,500 SF ' 1 5,504 SF 1 5,504 SF 15,500 SF 16,025 SF I P.C. s• \ �. \ CHD=220.73' HOZ 1 10� 65p"� PHASE 11 PHASEI \ \\ C.B.=S54'50'14"W 75 LOT NUMBER r 0 N o o• o- w w� I I I I I I I I I 5' unLTTY I I I I I I ( I I I s un LrrY I I I I I I I I I I I I I I I I 5' unLmr �� 143.82' �� 1 L ---_J `--- I L ---_J L EASEMENT 1 L ---J L ----I 1--- ----I EASEMENT 1 ---� ---� �_-- --- ---�\\,F��L� \ \ \\ �I -I �1� L- EASEMENT 3 �I �U 1 I •-- - •-- - •- - .-- -gin Win' - `�tio'� \ \ _ _....... ......._. _ \ \ BENCHMARK - - -- \ jJ I /� N 8.6 v y \ \ EXISTING CATCH BASIN �,, R - I� 0�1 _ 738.4 - TRACT B -ACCESS Sr- o - 0 4 > / 26 \ FD "X" EAST SIDE CATCHBASIN 100 Q 1 0gam® ) i 1 Q I' =1 7364' ROADWAY TRACT - 103,491 SANDCREST CIRCLE a 68' 6,185 SF \ HYD IyV\ \ \ NDANTIRVERTCOUNTY BENCHMARK o " � 5 19.8' L - 40.2. � , , ;: ;:: :: .: .. \ � \ oto �� \ \ "BM154007" N O45.0 �uu- �O.o"- SU.0 u _ _ \ Hi, \ r - - lo �-- _ _ _ _ _ _ r j --I- o - - u.s� - - 5s �u.s�.U'- -�us� \ \ \ �P N I w y /•- � NST, �5' UTILITY I ---� -- - --� F-___: �_� --� ---� r---� --- ---- ---- --- \ / 11 Gr \ RG N00'00'15"W °a 1 I - =1� L5' uTluTr I ,9 \ _ - J C NST. 1�5' UTILITY 25 / \ 1 \ GRATE= EXISTIN19.20 CATCH BASIN 143.82' �W ( 6 �w I ( 39 4 I( 4 SIDEWALK I I EASEMENT I I I I I Q JJJ o�� E� INV. -17.46 �n 4 SIDEWALK I ( 1 ( EASEMENT 11 I ( I 1 11 4 SIDEWALK 11 EASEMENT I I 11 25 1' > s �p (� ` 27 �� GRATE=19.20 I 1 I Z W 5,500 SIF 40 �5 R ��yt� , �. 6,185 SF ---_y����\ to 1 N C C C C C 138 .01 ^\ d+ ��;a, (BROKE) (NO CAP) I W - -, �- -� __ I 50 51 52 53 54 155 56 r' S7 58 59 66 61 62 163 (� o \ n = \\ FOUND 4x4 CM I I 1 1 4,750 SF 1 4,750 SF 1 4,750 SF ( 4,750 SF 4,750 SF 1 4,750 SF 1 4,750 SF 1 4,750 SF 1 4,750 SF 1 4 750OSF k 1 4 750 SF 1 4 750 SF 4 750 I 64 r�f \ / \ ��o� \ z AT RIGHT OF WAY 3 r---- s -1 N ;� 1 6,504 SF I I h I I I I I I I I I I I I I i t I I I I SF 114,792 SF \ \�, Q�\ \ P.C.C. •.� 6 I W M � I 11 I I I I I 110' DRAINAgE I 10' I PHASE II ��' P ' S \ Z W I I I 5 I U o EASEMENT I I I I I I I I I I I I I I EAOS�'EE I I I I / ��P '�\ 28 \ P \ INDIAN RIVER CO O Z Ztn I U `- I 1 1 5' pRAINAGE I I I I I I ( I I 5' RAINAG 1 (� Q �\ \ (" 5,500 SF 1 a L-----� L EASEMENT I_----1 L ----J �-- -----1 L EpASEMEN JI L -----I i-----� �---- I ---J L5 6S'EUNN I I I 1 I I 10.5'1 /�' �s 9a \ 6,185 SF ��> \ �CONSERVATION A I o 11 N08' m b. fs 69.7 150.0' 50.0 50.0' 50.0" 50.0' 150.0' 50.0' 50.0' 50.0" 50.0' 1 50.0' 50.0" 50.0' / N \ \ \ \ a =7'05 "E a F� U I� �W 0.9 ( �� V 29 \ \ \ `� c� 146.78' �I ZZ Q W `NA zo o wPP n IW 55 o sF I Q RECRETEaa�TTION TRACT \y \ i 7R 5,784 SF TRACT A >°� p;H 24 SF '� �n \ •/ �t \ R=196Q.OQ. o ? I NO I L - - I Q � �,� �3 ` o <" \ /o� \ �r \ L =5.59 52 ' 'fTn�S' �-- - -1 0 � STORMWATER MANAGEMENT ` 6' J' / o�'Nj o L=205.17' cn z o W 76,912 SFS ENE \ \ cc�g s - CHD=205.08 N oo ( I �1 I I- - - - - I 40' (PHASE Q;`i2" DMMGE �o �\ / 30 \ C.B.=S67036'43"W \, '� _p� I I 5,500 SF ( I �E� �� \ 5.770 SF wo I 1 ( f7 1 . • > s > > s > . > > > s s • r �- l•�aQO. \ 2 s / / ` fn tSs\ \� \ p Cn ni O $nUW' 8 I � 0, i 70.2 l 50.0 R 50.0 50.0 50.0 :. 1 50.0 50.0 f 50.0 50.0 i 50.0 50.0 50.0 50.0 50.0 50.0 33.0 Um 11f�1'- N -I- I- �- 50A' 23.5 iv � \`¢ M ---- ` C Y 3 I N 5' DRAINAGE 5' DRAINAGE 5' pRAINAGE 5' DRAINAGE 17. ' 2 31 \ NOTE: \ m orW I Ilbl zw1 $ ZN I I EASEMENT 1 1 I 1 JLEASEMENT 10' DRAINAGEI I EASEMENT I EASEMENT I I I 1 10' ORAINAGEI I I I EASEMENT I I I I I 1 , \ \ USING FOUND CONTROLNGENT �- EASEMENT W ✓ 5 770 SF z c ��i 2 I ' 0� I86* co r� Nx3 �' 5,500 SF ° ° ��� I I �I 2'1 1 .49 I 48 1 1 47 1 1 46 145 1 144 1 143 142 1 141 I 40 I 39 1 I 38 137 I 36 1 I 35 I 34 1 I 33 \ / / -� �' \ FOUND 4x4 CM �, 6,521 SF C 1� C �C +C I-(nN^ , / / RIGHT 0 ATW o no �� I L _ _fM�. z - -o ~ JI 4,750 SF JI 4.750 SF 1 4,750 SF 4,750 SF JI 4,750 SF (4,750 SF 1 4,750 SF 1 4,750 SF JI 4,750 SF (4,750 SF �j JI 4,750 SF 4,750 SF tr JI 4,750 SF 1 4,750 SF ,� j 4,750 SF jr7 JI 4,750 SF �1 U W A i N \ N RIGHT OF WAY I m o rn IW r �---6_ 1 1 N ~ q PHASEI �I I �� �I �� �� �I �� �I �I �� �� �I q �CLV C/ 32 \ \� \\ ` R-2040.00' CA PCA° ti I I b Z 1 D 1 W 1 = 4�sIST.DEwaK I I 5' uTILrIY I I I I I I I TRAMPS PER I I I I I I I I 5' UTILITY I I I I I I i t QST• I I 5' UTILITY I I 1 v I 5,776 SF , " CA �R� Izm I m 5500 SF �W 1 __J L _ J L_ ---J 1----- ---_J Ls��J LDEwALxJ L ---J L RAMPS PER ---J L ---J 1---- I ----� L ---J L ---J -- J L ---J by 1M�' \\ L=77.55' 142 EASEMENT FDOT IN EASEMENT 4 SIDEWALK EASEMENT + a N CHD=77.55 o, i \ I L �" �� C.B.=N68'11 5,d 1 - \ g. .p j N ' . 1' " WHITE . 1 "WHITE 670.3' -` FD 3/4iP \ 35. unLm - N t�i _ 340.7 N ��AL�ic �2& TRACT B - ACCESS 529.6' - - N o ►�? / , TRACT H w�► I�� +I - -_i OPEN SPACE .41, \ 1 _ -�- + b R4-7 KEEP ADWAY TRACT - 103,491 SF SANDCREaST CIRCLE 469.1• o+ j I`'- ®� o' 6,023 SF 3+ o I (NO CAP) i EASEMENT PHASE N IDQ�LK ? FOR LIFT F�9' 5 >S WPP _ RIGHT SIGN _ �•- • + • � (PHASE 1) \ a �s � 11 PHASE i ; ",+ _ _ I oI�ilIrrE N-) - - -..... 612.6' - - a - - - - - -�- - T I I ',' L,',': .:� �, \- ( 9' ) $o \ \ wPP 3 r1 n zc w FOUND. / i..• r f l `� tom,+ I�Z 1 , \ �'c nn Py R 1 // LB 684 1 IDEWOALK 30" Si0P1 sIGN/ RAMPS PER TE 0 PS PER 0� OGN TRACT D �, ,• i s STABILIZED STi2g4 T SIGNS FDOT INDDS 1 • 1 • BOX FDOT INDEX 5� / 16 PE�EMERGENCY NOTE: CONTRACTOR TO COORDINATE WITH CRY VI► 24 STOP BAR 304 (CR E) 0 4, 5'R 304 (CR -E) W 24 STOP BAR Nom. 4�VND 4x4 CM \ I OPEN SPACE ': `',' ACCESS OF SEBASTM PUBLIC WORKS FOR ANY y� R1_1 '� �► FO 3916 / 3,469 SF p5 LF _ .•< -; . PHASESI DITCH WORK OR REGRADING OF THE CITY'S STOP SIGN , 5 SIDEWALK NV.=19.14 1 24'. I (PHASE II) FORCE .: DRAINAGE EASEMENT AREAS. W�24�' STOP eAR r I 150 TURNLANE I 15'PE r I 1 �;PP MAIN �: :.•'•:.. TEL cPc�- WPP 0 W O 1.D, - CPP r�1ypP CPP �- \ WP N89'59 4y5 E -`tel+}} e -_-- 100.00 -WPP ��--_-- - `.,.w. OHw 35 OHW}r,�OHW___ _ ----- OH4N -_��- _ P �-'/\ \ �J�P ®- N \ N -�� ?� P .K . -a_ 350' _ \35'R � C>SSWALK �� y�.__�--_ �sL" - -- --- --- ---- - _ __.... - ----- - �'' •H!Y / / / 1 EXISTING NG ERC 12 ��llI'M 00 00 l£xi C010T./e6' VALlEY CURB _ - - - - --- - -- - a4-� - - - - - -- - _ - _ \ / \ \\\\ 1� �/ �-1 _____ _- - __-__-®__®==----- == RIGHT SK 1 ________________ "® r�Z 15 PE r TYPE Y a r CONCRETE CURB �'�1 VEF#L�IVE ROAD A \ - _ _ _ _ _ = _ _ 1 1 E)O5T s ax mErE wax 1 % _ VOONCRE. wax / 0 r _ s ca, [ wswc \ WPP \ WPP - - • , » - - - - / - - - - - - - !- - - - - -- - - - - N00 04 39 E 671.45' �, _ " \ CA FOUND 4x4 C �� TIE INTO EXISM 117 LI 8 THICK ( ��� / S00 04 39 W 736.65 15' \ S.E. COR. SECTION 1 CONST. 4"X6" �APPI STABILIZED EMERGENCY ZONING: RS -20 \ \ TWP. 31 S., RGE. 38' E. SADDLE AND 4 MJ ESS PER CITY OF SEBASTIAN. �� I I LAND USE: MEDIUM DENSITY ( ZONING: CG w O O C.C.R. # 65497 EAST UNE OF S.E. 114 SECTION I� I I II I 1 QD4 LAND USE: COMMERCIAL GENERAL ZONING: PS CATCH BASIN \ N 1262944.460 TWP. 31 S, RGE. 36 E. 0 11 E 824883.685 -FOUND 4x4 CM (No CAP) 100 EXIST. R/W � LAND USE: INSTfTUTiONAL � CATCH BASIN 0.53's., 5.54'E. POWERLINE ROAD NVV..T17.3821 \ I \ 10 u') e-7;7, 47, G. NO. 57396 AM P. STODDARD -REG. 57605 F F a 5 cn M W W a a 0 a W W tr D: Q � N Como6 n� W Q v! -K W Q ZWy}(, OW =UVWO�}�iw.l� ~Ww�UOm��U �W0�1-dJ�-SNW ¢�a"'z�oasir�vi z�F�Qoowp�wm�g Fx�WW a3 wOGG=Uwwa��w�a `rte -(L woN3w�d� l \ U CD 0 J a Ma � Q C a� p00 LL. (n Q o U o W o00 w .c O zo °0 - Z W W ♦) O U) J ~ CO 06 Z o N rn = Wo W N L� W zo p ti f W <> v m LL � z� 504 Zp Qti zN UtiW U) C� ❑H W. SCHW(E REG N0. 47048 B. BITTLE G. NO. 57396 AM P. STODDARD -REG. 57605 SHEET 5 PROJECT NO. 14-051 J LEGEND O ryNbNNy��O �� 2j ® TEL STREET LIGHT oa °� ASP. WALK o tiNhN \ �� tiN tiN ^6 � �o VEwER - - Ex SAN- - - EX SAN- EXISTING SANITARY SEWERLINE �1N \ �C4®SANITARY p`O� Wv \ � MANHOLE ti sw sm PROPOSED SANITARY SEWERLINE 23 PROPOSED LOT NUMBER WLP\� MODIFIED MIAMI INLET \ iy BEEMAT PLANTING SCHEDULE: ' ti� '�A ti°°� PROPOSED DRAINAGEPIPEN00'03 21 "E � 262.60 _ _ I � R/W � o '�� / � � ® TYPE C INLET 143.82 T FD 3/4%P FD 1-1/2%P ti HASE 1 AND 2 \ + Q TOTAL BEEMAI PLANTING AREA = 2,461 SF oc rn+ EXISTING WATER MAIN (NO CAP) (NO CAP) I I PLANTING SCHEDULE: �1d.00' I 1 'R 616 SF AT BEGINNING OF PHASE 1. / / FOUND 4x4CM IN). 0 \�� lTsi wAT wAT LTI 616 SF AFTER 20 LOTS COMPLETED +1 PLS 3435 2t c\ No $° oF� - - PROPOSED WATER MAIN QD JUNCTION MANHOLE 1 I`D 616 SF AFTER 40 LOTS COMPLETED O i!) (I r 613 SF AFTER 64 LOTS COMPLETED no ,�? / / Qj` \ ph0 - a FN --- - ex fY - EXISTING FORCE MAIN .00'os I INV. ( 2,461 SF OF TOTAL PLANTINGS Zoo �� ���•�/ / ,yti° DRAINAGE STRUCTURE LABEL �I Z ;mwM 2 .4s INV. -22.41 ?�a � ti / e \ \ \ 0`•'6 Ng1 "'' � "" "r PROPOSED FORCE MAIN 10 Nti� titiG�P �N� A �� / \� o'O� o-0 FILTER FENCE/SEDIMENT BARRIER _ CONC. DR. INV.=22.35 �� �P ryN. �h 1 ti� PROPOSED FIRE HYDRANT Io IR TO ry1�ry �I ����' °�\24 45 �4 / ry1�^ SOP// \ \� °� ��'�o� �° 6 9.0'R--..- PROPOSED EOPPROPOSED TRADIUSnON h PROPOSED SIGN INV. cn ot,ti"' ���q P�� / d I \ \ Uri o 121.5qq,,.,� e Gee ryNh Q� / 00 �S' ty ,vp o�9, N00'00' 15 'W I Q 1 W HEADWALL ti� P5 / �1 �� ,p\ 9. \� ph ° 25.0 PROPOSED GRADE /CONTOUR QS SEWER MANHOLE x1 I INv.=2o.sa BLOCK 7 ti <t/° / /� a�'78 \� � g 143.82' b p IwPP wPP /vh6 tiN / / `1 <�2'34?s1o. \ <"� yo° �'� �`� PROPOSED DRAINAGE FLOW DIRECTION N00.03'21 "E INV.=20.73L 118 ,MP 0?6I�wM SEBASTIAN HIGHLANDS SID �� "� �NhYN. J &' w SID cgo ? s9 ?s1 �. 1 18.79' N6N ,$ / / ��'e 2297 PLAT BOOK 14, PG. 56 �S3Bo�0' \ �'?'` \ \ Poi \ TEL - PLAT BODK 5, PG. 14 TE ®� s;� \� \ �� °� Nix ,INv.=17.79 OI o TRACT I \ 4r °\ ABAN. CULVERT o w ti N'I N AREA OF 3EBAST�IAN FOR TTY �o�� A/ bti^ / / / W. ��°/ co2l i-1 >x� o�� \ �7 `A 1N51�a I i �� Q\�N\�S BOB CIRCLE RIGHT-OF-WAY o� , / 6,,/ �� p�� �?' �) xOCCUPIED X \ \ \ a�� G° CoCo BLOCK 7 CONC. DR. I �� 89 .o0 1,499 SF = 0.03 AC. �� � ^� OCCUPIED \ ` \ 'es N00 00' 15"W �1 1 1 �� �° ii '�� S� H INV. �� Ny c�`L bo ZONING: RS -10 \ \ p\ \� 22.62 D 143.82' I z ' \� �, a� \ ���•��, tK $ S89 59 49 E (M) wM LAND USE LOW DENSITY ~ ( ZONING• RS -10 �''' s 7.46 0 �c+CPQ / R=125 00' \ v \ L0 in �u) F a,. o- �� � o ZONING: RS -10 �i w LAND USE: LOW DENSITY ( �o a� \\ o`s'oy\ FOUN, D BOB CIRCLE _ w, a ,,� o`'�� / &=20'58 17 LAND USE: LOW DENSITY �g1 F Z ` GRAPHIC SCALE ti�^ PLS 3435 s 6 N 5 l. -N y U W � 6 9 / ti"' CHDS 45.50 REED 3916 L • '36"E $ 289.10' WPP, \ \ \\`\� 0' 2S' so' too' 200. .. l FOUND 5 8"IRC $ WM \ y� 5 S 1343 00 �Lo y o o S r9l Ar TEL 75'WPP s i 4 s FND.4"x4"C.M. t \ FIBEk �Q`� .p �J J - P: 301+72.33 tsa 2, 7/� FOUND 4x4 CM �� 9.75'E. OF S.E.titi° - - -- - - - - - - FD 1 2"IR A° ® to OAK ti COR. BLOCK 7 • A� 00�\- ®WELL N89'46'S8"W "REED -3916" TIC O j R ti . " \ °p FL PI LK FD CCMTER' yN � . ti FEI 5 oAxU 'FOUND 4x4 CM 76� ALM TRACT F \ \ KER �� �Lo yy I CARTER" _ a F UND 4x4 . , » , 34.71 - REED 3916 r r a, \ '. • N00 07 24 E �� 362.93 ti CARTER'_ ti IN FEET ) LR. C. H. C. N. STATION , '1)AI; (" . nN„r �. - ��>>i� �a�iii��i�i%�,115� \ I CM (NO Com') N00 12 21 E 302.16 $ 21 2°" - Jnr, 1a Lo« - (. TE� s�'1? �� ��X �` 00 1 inch = 50 it \ ' , 9 C+'L 'O 5 22 5..... 4 `moo O,L - �.,: GPS 103" N00 00_15„W°� r xti nN?5` v`� ti`` �1 i•� I �, xryN - _�- ,,� DS -9 i \ �, \ \ J\F� N 1262885.7920 143.82' 23« ^3: 23.' 23•° 2•T E 821354.1350 wP� P 301+00 %�ry�1 \ - t 0� D��AGE 1 1 o D�NAGE I,qI 10' UTILITY EASEMENT EASEMENT M X, TTI4 I ' 10 EASE -~^ N� \ \ `A=19 33Q06 O � 7 9 �_ �� 12 13 14 - 15 16 17 18 19 20 21 22 23 24 25 RFOUND 916 AT , " 8 I ' - - N = - ^ _ _ - - - - - - RIGHT OF WAY ` \ ��a Nix L=221.81 [ I y U) I�j I- FF -25.0 FF -24.8 FF -24.8 +FF 25.0 FF -25.0 �, FF 24.8 FF 24.6 FF -24.4 FF -24.4 FF=24.6 FF=24.8 FF=25.0 FF=25.0 FF=24.8 FF=24.6 FF -24.4 FF -24.4 FF -24.6 FF -24,8 t 4 \ g0 CHD=220.73 o - - fc h \ C.B.=S54.50'14"W pp O Z I N�h� \\ \ NOTE: ALL DRAINAGE INSTALLATIONS WITHIN THE CITY OF SEBASTIAN r O N00'00"I 5_W 1_ \ / \ / IL 5' UTILITY _. 5' UTILITY \ 5' UTILITY .�J� / j \ RIGHT-OF-WAY ALONG POWERLINE ROAD AND MAIN STREET b 4� x'14.3, x'14.5_ �4 / CEMENT / �4 \ � 41E� ` 4 �'14.5� �45� x'24Y �'14.1� % ENT \ 4 1 \ WILL BE INSPECTED BY CITY OF SEBASTIAN PUBLIC WORKS. O 143.82' oo u �--2 Y-2 31 �-29� 9J'1 1� n � CLEAR REGRAD CLEJW h r :, - 4 (� NQ�7� ggNK _Q jI. p� I I 12 OAK DffCN OF DE OR 1v�u I� ) t Z'7AK dD"OAK + t PC: }114+59.89 ,1 Z VEGETATION. I ' :1 C�2'J OOAK�Z �_ \ �. BENCHMARK T- SOD BANKS (BAHtA) 2�C4® ,• 40AK'Ld p1 / S-9 ��! IU8+UU lU9+UU DS -S 11U+UU 111+UU -�-w 112+00 MODIFIED ' 113+UU 114+UU EXISTING CATCH BASIN I� SEE SECTION "E do F', ® 2 OAK �jw sir / U 10T�`0 �'� �'� �, -,i �� TRACT B -J`-_ 93_�rt(HPl IAMI CURB �� DS-$- S-7 26 \ �y N°1� , FD "X" EAST SIDE CATCHBASIN x'b 1 1 I 1 -+ - }- i ' I - H- I I I I I 1 I moi' 1 -} 1 1 I 1 -F - F -- Co Z SHEET 8. 6 OAK i� ( `MODIFIt DS -4 g LF gg S-8 -�I'� F FF=25.O / ELEVATION 17.77' NAVD 1988 O �y L.- r - _-i3,r - RP• 100+(10.00 MIAMI CUR �_ ISS N-�9".+� DS_7 -/ HYD$yyy\t \ 9�0� INDIAN RIVER COUNTY BENCHMARK O v 5 I "8M154007" N I P: 06+50.56 N 4.7 24 xti 4. 4.1 9 4.1 4 24. 4 4 24.1 I 4,1 V G� \ ti a� RC t~� NSTurlLrrY_;Fun CONsr. i 1 �- \ �� 2701 t t GRATE=19.20 N 00' 00' 15'W - AALLIKC` O ' 6 �'� 4 SIDEW EASEMENT• { C 1 t 4+96.70 O F x \ EXISTING CATCH BASIN 1 W .r I 4' SIDEWALK EASEMENT 4 SIDEW EASEMENT } E n INV.=17.46 143.82' r FF=24.6 "' I o� 1 e FF=24.8' ��'��\ UN a� } ,m y (BROKE) (NO CAP) ' k Lo �- �� _ \ FOUND 4x4 CM I oW I (n 05 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 1 y� \ \��� xN� �vh�`� \ \\ \ �\°�in` AT RIGHT OF WAY 1 1 FF=25.2 FF=25.0 FF=24.8 FF=24.6 FF=24.4 - FF=24.4 FF=24.6 FF=24.8 FF=25.0 FF=25.0 FF=24.8 FF=24.6 FF=24.4 FF=24.4 E=24•g+ v�'� �.y \, ` \z �,� P.C.C. 1 1� O 1 I 5 10' D INAGE ' ■ 10' DRAINA E� N� Cn r f C-) z,;, O I O ■1 EASEMENTS- I M EASEME-.� �1G \ 28 `� \ \ �\ N16 INDIAN RIVER COUNTY O Z Z j ` VVV , I �` �y F 24' S' DRpI GE 5r EASEMEN $ / 5' DRAINAGE # �,� \ x ' �N N N� min O p p M FF=24.4 DS -1 ^" 2 EASEE�,� EASEME T N° o I _ F. FF -24.6 \ \ 6 �. CONSERVATION AREA O I 1jr c N-1 -L7u-- YS.{3-- F 1 N `- �n y I ; 22 Q ,� f f 220 NOg37'05„E y 2o.Q 19.0 210 cn a 1 1 Q �.0 I ZZ I - - ---------- - ------------------------ - - TRACT C FF=24.4 {n2� 78 WPP �w 4 �-z w� -- - - --1710- -- -- ---- -17.0----- --- O O a o w - "a" I ,y 0 $ - PCC: 116+55.36 � L o -24.4 m I o ----- -------- t2Q--- nrv= .00 ------------------------------12.0------- -_ --, T ,. �, �, \ \ � �� XN R--5*59 2 C) E ryti j I J _ w Cl INv=15.00'--------- IW -1 ------------- TRACT A ------------ --------. = Nv 15.00' \ • a $ h' I CJ I.�.0------------------70------------------------ -X7.0----------- 117+0o MNPOE `. 1NN� r�=55952 ' '� ^ `[• • • • -TRACT MANAGEMENT - ;�t� 'h' � � � L=205.17 _ __ _ __ v, t° �? - -1 SF of BM97S twAMNO WMMDS - - - - - -EL- , t a1 sF of BEfilai5 FLOATMc wE[LANQsr 1 ` E `� � \ CHD=205.08 NJp I Ioo� z- N -3SQSF BEMwa[LIATMANNINcofrRol�cr ---1L0---------------NORMAL WATER - ------------ Ko a SED eLe��ININc of P � N \ C.B.=S67.36'43"W N n C I ( ADD BEEMATS AS NOTED ON THIS SHEET ADD BEEMATS AS ON THIS SHEET Z• \ 30 \ \ ZA I et 3 .u.- ----------------- --170---------------------------------------17.0 - INV -55.04' - -----� 10' D GE FF=24.4' m c u I( -24.6' N I ; - `_ , 19.Q 00.0 �� ��. 19.Q 20.0 5 10 EAs -� U ., 6 l I 21.Q I- A I 21.1; OINV- / -� �az,rt 1 ♦-•Q-s�Gvt � _ - - \Q•�fc N v CLEAR EGRAD CLEAN \ •� , y \ +k NX DITCH OF DEBRANDST. I I3 ¢ �pL F 24 ` / -� /I \ --� 5'RAtNAGE �3 L F 24 \ 31 \ \`� y y ti N�. NOTE: z I N 12 5' DRAINAGE 10' DRAINAGE' S' DRAINAGE L5'RAINAG M 10' DRAINAG EMENT ADS N-12 \ o ' A �' �' r- VEGETATION. z x I Zo EASEMENrA ?EASEMENT EASEMENT EMEN $ -EASEMENT �� a G FF=24.6 a ��� e N� USING FOUND CONTROL. I� SOD BANKS (@AFIIA) �� 11�' ,,, 2 v Ztn��, . '� co 11 = SEE SECTION "E & F', ti' r f, o SHEET 8. CONTRACTOR II o=248 N I �� ,49 48ry�% 47 46 45 44 43 42 41 40 39 38 a 37 36 35 34 33 \� ' �`2�`'� N� . \ \ FOUND 4x4 CM n� TO COORDINATE WITH CITY t LB -6840 AT p Z c7 OF SEBASTIAN PUBLIC . I I + , , , '(4: 117+87.62 a \ \ q N n O WORKS FOR ANY DITCH 1 p} FF=25.0 FF=24.8 FF=24.6 FF=24.4 FF=24.4 FF=24.6 FF=24.8 FF=25.0 FF=25.0 FF=24.8 FF=24.6 FF=24.4 a FF=24.4 FF=24.6 FF=24.8 FF=25.0 FF=25.2 RIGHT OF WAY WORK OR REGRADING OF 00 TRACT G z O THE CITY'S DRAINAGE II to PI: 104+11.25 EASEMENT AREAS. 118+00 32 \\ P.R.C. z \ EP: 20 84. 9 "� =10'42" C,4 r ' I ~ P 5' UTILITY Ny^t. 5' UTILITY CONST. J5' UTILITY �� FF -24.8 \� R=2040.00' CIr O �i� ( I I 1 4 SIDEWALK EASEMENT 101 +00 SIDEWALK EASEMENT 4 SIDEWALK EASEMENT 10 M�ti( \ 1\ Q -' 00 FF=25.0' �'`' "' I { 40� 243 �t4.1! `23.9�I .9� 4.1� 4 x-24 �-245-� -24Y �4.1� x'23. �23.8� �-14.1� 43� -24.Y �-44.7�P- 200+31 47 \ FpSE \ \ N L-77.55 118+31.47 o d CHD 77.55 o • N E � `� � 0 � F II n � ., .... � t _ �r _ - � C.B.=N68 11'54"E • W x O �ifl_ M.' LS -1 �2 MODIFIED S-1 +� BP: 1 UO+UU.OU 1 ��0 TR T B -$► MODIFIED /� S-1 _ LF T MODIFIED _ _'PT" �\� rYl O FD 3/4"IP \ �6, 6 (TRACT D5 UTI S-tA �f-PC+: 103 40.65 1 MA�MI CU f �`- 'V MIAMI CURB ADS N-1 PT' 118+75.05-� s.4 / sP7rdE� .n �Pt s (©- I -} �• I I I i --I o 9 NO CAP / • -� • rn cH c , ( �ry �� EASEMENT I = f S-1 %F 11 EP�114+04.6`5 E S-3 S-14 -r` �8 tNE:'o 4 :r o \ FOR LIFT -�" T Q3+00 10.2+00 S 123+00 122+00 191 r 00 1 �n�nn � 119+0 R CT H �� PINEQ 5PIN ,� \ L WPP .� D CURB FU o- fl • STATION ® / - \ - , w. E 4 Pl. o: PJNE ` ;;+;=' h ? D CUR ? , ar. PINED' '� `, L WPP 23°-i T 24,14 36 CA ..�.. ( 0 6r. c'� - '!- 25.Q 3:5 2 +4 1 ""�" \ cnrz 7; i5 -'ro _ I o _. a _ l � ;3 ................. .:....... :+ _.... ..... ......_ :..::: m_,..........., v;: ................: .:. ... ....... ... ...... .::. ....... _.ate ..... .. _... .. .. ...... ............_.. -- -- - --..- ... ... . _ .. .... .� _ / tea' _ � ..� .. _ �• 24 OA..' . fi' _ - - r Z . 23.Gl ' " , r 2�.0 \� ._ 5.G r '. �a ' 21.0 s '`rrs �G !, �� , 0.00' ID, 4x4 C M 4 OA r :2 C l? 20 - 22 0 23 G Q 9 19.98' N 22Q •.. -�. ■ j to 1v r' LB -684 1 s ) �T' 9 e 9 _ �t 9t rt a� �3L x• v. /J �.. s LD..i r _ _ .� �o N N.lf • �� o l,�r-b •�� _2QA -,r_ fr 2{I.v ,z c� ".' - .3,. � tf Lt IY b w. 55 LF TYPE >. % �- ��' s_ ter_ s_ 23.44r .Q. . ter- Co ' S. UR �' 9 ��MIAIR 4x4 st fl 78 PE s� r'o ,�_ F NOTE CONTRACTOR TO COORDINATE WT�}1 CITY ,rs ��TER D� oU o F' CUR�4 LF TYPE NST• o o a r'o r'o �'o �o FOVNp3g16 E'o� 3Tt c'> o �* 8" CP OF SEBASTIAN PUBLIC WORKS FOR ANY INV-2�2�" = t ss' ro! r 'r F' CURB 5 SIDEWALK p s- `moo `'o s_� s <,� REEp > �� �jb l T 0 4 rn. . rn. o- s. s a s NV =19 14 ZO.bO 70, R . o o ,r _ ? t s 1 5 LF ' µ D D DITCH WORK OR REGRADING OF THE CITYS ��$ P m 2t �O ? c, c,� �O .: %.3 44 U '� - _ - - s r'e� c� r'e? en 2 2 DRAINAGE EASEMENT AREAS. r'o 151P£ a`R 24 P fl .s - 'r% o �' o FLUME.• I, ¢¢ a. o s o o d o o_ . `�' 11 0 0\ It I ( o- AIN• ,, TEL v �r > <'� s> CPP s > ` - "Q s CPP s ti' 12. s •F9tO N89'59 4r E 6 ss CPP a _ s` ? ss. -.sr P pH OHY% r err ��, �„�� -` Q �' \QI Y K9 OHW p' 4 s -�,�52 T L t' cam- OHW s - OHiN ter; Wil?- I P� ' o ` \ �, P - - - - 100.00 WPP , mac F11 - 3�� s,� �* -_ -.�(� - �I 3.8�:® �I F11 �� EX RI _ i r, •�' '�r`�{ FM -`'-�' x RI - E�FlI - o{ � •� EX o{ FM •,- �-- - o{ F11 �r - - a = - oc til --•+ o{ FM - - •,•?�{ Fv - Fw = - ociFll ii�rs oc RI- - � `'� �8 s8-'' \� P - - � � -9_ -�_ - _ P aasT. 2 Trac x ae >_G _ �' �. / � =7;3- "110- ' 24.14' ` X4.06' ffi ,r m. .i• v` v' a� �i ' a� ,��. t� Tr• v`., al o e�"8 c' 2 `' 'e' `?r� e� r? .l <' ? ..r �? �i , .i �-' e� r' 22.25 e� `'� �-' -T• 'r h \\ EXIST. 6' PVC F.M/ ��-'B�z�'t�. ��_ 86 LF OF VALLEY CURB I `�z_8� o >N? - s>�9s. r'o r, ?� j 6'�y_ sr, �,z_ sv:J6�rc'�- �p�y Rfl_ ?_� i. ?��i_ -'y- ? �. �'l- o�c�� �i�r 'ov 9P. .ms's ^° °�- 'j so so_ s s, YdxJL m- o>. ss. os ?a i1_� 06;' 9� - / o p, �� EXISTING ti EXIST. 12' W.M. r� -- ---� - --- `- - r - - �i r'� `'� OHK c'o 't 12'xTIN ERCP 2 `'s 13�� E ,: �- �- (-1 00.00 s �_ 15 PE 9 `� k� 0 0 0 0 �s,s Q- `�'�'s '60_ _ a sfl_ F CURB BP +00. OJ' or, 6. _ POINERLIN ROAM - O s='`J'- -•- - - - ...- _ s� -'?-' - - - - f2 --"_�'�nh• �- �- . �_. cam- �-Y TYPE 'F CURB - - - �'._-. - -®- - - - �_-- - '-'�` - - ----7 Cp1tlE1E �rYNR -� 9� 1 c c - ,� s - - - 6 197 - `>- r y _� r �,,., �- - ✓- -s-�- - WPP 77 RT , - 1 Ir = 9 / " �rr���.- 14.39: BConCRETE wwc c - cF_ sf. c �V ` c C2. r, .�csc, " <'A^ a1c�►� r"'c - - - - - > -. - X y p ---- - -- --7y `� c X36 r PP ` O . ,, JJ - - = - - 3' % r9i �- �a! ' �. - - . - - - i _ �. . - - „o- "'� �l_ r� - - v - ,--�'•- (;� t�_ `may W rn_ `s - - s 8 r,1 y" �s -I s r • . s „ s" ' . d s_ ' o en `> ,il, ,r. N00 04 39 s - �- \ s' .� �r w. \� --- A CPP \ cp FOUND 4x4 D \ �� s >t, 671.45 ,� `r�:s�3dt' 'Ys� 500.04 35 Y 736.6" \ s- CATCH BASIN TIE INTO EXIST. 6" PVC F.M. o. \ \ � GRATE= 19.14 S.E. COR. SECTION 1, CONST. 47{6" DAPPING ZONING: RS -20 ZONING: CG S.INV.=17.39 �� I PLS - PROFESSIONAL LAND SURVEYOR F.F. - FINISH FLOOR O O TWP. 31 S., RCE. 38 E. SADDLE AND 4 MJGV g I I II LAND USE MEDIUM DENSITY I o ( LAND USE: COMMERCIAL GENERAL \ \ W.INV.=17.54 C.C.R. # 65497 E,4ST UNE OF S.E. 114 SECTION 1, �I 1 I C Q�4 BSB - BUILDING SETBACK LINE ZONING: PS CATCH BASIN N 1262944.460 7WP. 31 S., RCE. 3 E. o PSM -- LAND PROFESSIONAL SURVEYOR & 21 F f124fi 9 .4 � � $ B -FOUND 4x4 CM (NO CAP) 100' EXIST. R/ W A LB - CENTERLINE YING BUSINESS r� _ WOOD UTILITY POLE GRATE=1 ASI � GUY WIRE � LAND USE: INSTITUTIONAL CATCH BASIN � P 0.53'S., 5.54'E. - RADIUS v \ \ PHASE TYPE TOP INVERT STRUCTURE LOCATION POWERLINE ROAD _ 0 - (TEL) TELEPHONE SERVICE INV.=17.38-113 �F NUMBER - DELTA ANGLE2 CABLE oma% \ 8 8 O.R. BOOK 754 8 LENGTH ® - ELECTRIC BOXOX POST -O !� \ a-� \ P.G. 1611 E/P - EDGE OF PAVEMENT CS -i= 1 CONTROL STRUCTURE 22.00 18.50(SE) 105+03.00, 42.5' RT - (WLP) WOOD LIGHT POST CS -2• 1 CONTROL STRUCTURE 22.25 17.50(N) 115+72.63, 115.7' RT PELICAN ISLES SKILLMAN B/C - BACK OF CURB - WELL OCC - OCCUPIED OFFICE -;r- APARTMENTS N CS -3 1 DRAINAGE M.H. 23.50 17.35(S), 17.35(N) 115+57.44, 39.9' RT APARTMENTS B.M. - BENCHMARK o CS -4 1 DRAINAGE M.H. 19.50 1 .35(S) 16.25(E) 115+57.44, 135.5' LT PROPERTY POC - POINT OF COMMENCEMENT - HYD) HYDRANT NIC - NOT INCLUDED POB - POINT OF BEGINNING � - �WV) WATER VALVE PROP.- PROPOSED -7- CS-4 � PCP PERMANENT CONTROL POINT - IRRIGATION VALVE �-�, ' -A EXIST TOP=17.74'. SAW CUT AND CONNECT 18" RCP AT NOTE: ALL DRAINAGE INSTALLATIONS WITHIN THE CITY OF SEBASTIAN (PCP) ® WMI WATER METER ` \CLQ - (WPP) WOOD POWER POLE ` \ CS -5 1 MODIFY EXIST INLET 18.50 INV= 16.09'(W-). EX INV=16.09'(N), CONST. SLAB TOP AND I1� 6+25 LT' RIGHT-OF-WAY ALONG POWERLINE ROAD AND MAIN STREET PCP - PERMANENT CONTROL POINT ( ) AN - (PRM) PERMANENT REFERENCE MONUMENT Q - SANITARY MANHOLE C - (CPP) CONCRETE POWER POLE \ M.H FRAME D GRATE W/TOP= 18.5' WILL BE INSPECTED BY CITY OF SEBASTIAN PUBLIC WORKS. ® - ' CS -6 1 DRAINAGE M.H. 23.10 18.45(N) 18.45(S) 104+76.06, 5.0' LT PRM - PERMANENT REFERENCE MONUMENT SANITARY SERVICE CMP - CORRUGATED METAL PIPE \ NOTE: THE RIGHT TURN LANE CONSTRUCTION OF THE BASE AND PAVEMENT - IP IRON PIPE ® - SEPTIC TANK PG, PGE - PAGE \ DS -1 2 MOD. MIAMI INLET 22.50 19.20(5) 16.50(N) 105+76.07, 11.0' RT WILL BE INSPECTED AND APPROVED BY CITY OF SEBASTIAN PUBLIC WORKS. IP - IRON PIPE - DRAINAGE MANHOLE O.R.B. - OFFICIAL RECORD BOOK \ DS -2 2 MOD. MIAMI INLET 22.50 19.30(S) 19.30(N) 105+76.07, 11.0' LT I STRUCTURE PHASE TYPE TOP INVERT STRUCTURE LOCATION NOTE: CONTRACTOR TO COORDINATE WITH CITY - CURB INLET OHW - OVERHEAD WIRES \ DS -3 2 TYPE 'C' INLET 22.00 19.50(N) 105+76.07, 122.5' LT NUMBER - (IRC) IRON ROD & CAP ® - SURFACE INLET DS -4 2 MOD. MIAMI INLET 22.50 19.15(W), 17.50(E) 109+66.31, 11.0' RT () I OF SEBASTIAN PUBLIC WORKS FOR ANY P/K - PARKER-KALON DS -11 1 MOD. MIAMI INLET 22.50 16.30 N 16.30(S) 117+03.17, 11.0' RT DITCH WORK KASEMENTGARREAS OF THE CITYS IRC - M) CONCRETE MONUMENT RON ROD & CAP ® - MITERED END SECTION - CONCEPTUAL DRAINAGE DS -5 2 MOD. MIAMI INLET 22.50 19.25(E), 17.70(W) 109+66.31, 11.0' LT DS -12 1 MOD. MIAMI INLET 22.50 16.50(5), 16.50(N) 117+03.17, 11.0' LT I CM - CONCRETE MONUMENT DS -6 2 TYPE 'C' INLET 22.00 19.50(E) 109+66.31, 125.0' LT DS -13 1 TYPE 'C' INLET 22.00 19.50(5) 117+03.17, 121.5' LT NOTE: PER CITY OF SEBASTIAN, ALL SIDEWALK TERMINATES TO ROADWAYS WILL FD, FIND - FOUND - STREET SIGN NEED YELLOW TRUNCATED DOMES AND A MAXIMUM SLOPE OF 12:1. _ 135 - PROPOSED GRADE DS -7 2 MOD. MIAMI INLET 22.50 16.30(W), 16.30(E) 113+66.36, 11.0' RT DS -14 1 MOD. MIAMI INLET 22.50 19.50(W) 121+50.41, 11.0' LT 1 (P) - PLAT NAVD NAVD - NORTH AMERICAN VERTICAL DATUM NOTE: PER CITY OF SEBASTIAN, ALL SIDEWALK TERMINATES TO ROADWAYS WILL DS -8 2 MOD. MIAMI INLET 22.50 16.50(W) 16.50(E) 113+66.36, 11.0' LT DS -15 1 MOD. MIAMI INLET 22.50 19.40(E), 17.50(W) 121+50.41, 11.0' RT NEED YELLOW TRUNCATED DOMES AND A MAXIMUM SLOPE OF 12:1. x23.5 - TYPICAL ELEVATION DS -9 2 TYPE 'C' INLET 22.00 19.50(E) 113+66.36, 127.5' LT DS -16 1 MOD. MIAMI INLET 22.50 19.50(W) 101+45.62, 11.0' LT (C) - CALCULATED EL./ELEV. - ELEVATION DS -10 1 DRAINAGE M.H. 23.00 15.15(N), 16.15(S) 116+75.57, 101.7' RT DS -17 1 MOD. MIAMI INLET 22.50 19.40(E), 17.50(W) 101+45.62, 11.0' RT I A/C - AIR CONDITIONER CONC. - CONCRETE R/W, R\W - RIGHT OF WAY *SEE DETAILS OF CONTROL STRUCTURES CS -1 AND CS -2 ON SHEET 11 AB - AS -BUILT -61 z F � N F Q Z m S � � W W a a W W ir 0c e 04 � a U m ao am II � W � v � w �ZUOOUw�HriU ww¢ � Sow MFfL,ZWo Qa 3 ZOI=-y00wO�mF- 0,L==S,wWZ3N xx Zi: 3w. 03w�a / U Z . E JQ w Q o'Co OGo LL 0 j _0 Co Zo U . �5 La m J O Zz�2 Z Z Ill W ♦ /'� O v J ~ Cfl 06 0_ N �= Wo W Q =ti J CD 1,_ U) N W zo p � M � U Lu LL W L� W ~ LLI n LLJ \ W �" /ern Z Q O J j �ti T� ?N 1~ I -- ti U �_j r�W VJ U 3►4w, 104GINEER CER7?RCA710N\ ❑ W. SMUU(E G N0. 47048 B BtTTLE REG NO. 57396 AM P. STODDARD ;REQ N Q5 DA . J UL 3 0 201$ SHEET 6 PROJECT NO. �/ 14-051 0 o� O Oma' q. ry ' Off' di 2� ®TEL Jcpio ASP. WALK _ � \`\ • ry ,�� '` ry,� yEM A 1ARY p?� w�_ , �"ry SAMPLE POINT LOCATION'S '"`' �✓ \�M> AN OLE `1 �\ -TAP AT MAIN STREET WLP \ `>� -WATER SERVICE AT LOT 17 (STA 111+16.34) 6 NOO'03'21 "E 262.60' _ _ / �h R1W -WATER SERVICE BETWEEN LOTS 48 & 49 (STA. 105+951) . 2'c 7 gyp' 143.82' T CFD 3/4 %P FD 1-1/21P I #ti -WATER SERVICE AT RECREATION AREA (STA 43+70f) / L,� \ \ / (NO CAP) (NO CAP) I I I 4 I 00 10.00' t° / FOUND 4x4CM IN)L g h \�� 9�Tsi I� / �/ PLS 3435 21� pyo OF�� 1 (n I co, I I I ,00 INX245 / \ ryry. I 1L\? \ \ Oo�WM I �ry0 INV.=22.41 II00 O �ry ry CONC. DR. INV.=22.35cl 25q o N 00' 00' 15 "W C11- ( o I I w1 r� HEADWALL �a Gee ry1h 5Q� / �°� o \ �s A \� 143.82, b 0 ( INv.=20.68 BLOCK 7 q I� I WPP WPP / 0�O ry1' / d �7 �82 \ F NOO*03'21 "E INV.=20. TEL I1000 8 GOPI ry,. N►MwM SEBASTIAN HIGHLANDS SID /�oryry / �,�/ / °tio 8� R'?° � � I I 1 18.79 s.o'� ry,. ,61 '2; "zJ & W SID c 3 S9, S I, TEL PLAT BOOK 5, PG. 14 ®� a�,Q ryryC� PLAT BOOK 14, PG. 56 O2 O I STA. 301+59.11 TE I Ery TRACT I TIE INTO EXIST. 6' PUC W.w V / N �� ` AREA DEDICATED TOV�AY n / �/ / /22.% INv' koa 00 i COWST. 6�(6 TAPPNG oti ry• 22. ryS/ ti OWNG ROAD o w , ryry' I OF SEBASTIAN FOSADDLE NO Ir MJGV o ry� ,ry / / J a Q���� BOB CIRCLE RIGHT-O� / 6� �� ? OCCUPIED O BLOCK 7 CONC. DR., (� X89 0 1,499 SF = 0.03 AND REi'IArrE ry a SOCCUPIED � xry N00'00'15_W I' 1 11,6o Q '� S °' INV. h / �� �� PAVING 5949»E (M) 22.wy ry / �°` V) 143.82' '-' �� ° � � sr_ �� ZONING: RS -10 Q Sao ` \ 7.46' R=125.00' ry LAND USE: LOW DENSITY 6' o. �,vJ,\ I WLP ��j O o /" ZONING: RS -10 ry� Imo- o_r' \ oy\ FOUjV\ BORCLE _ o�� �+� oJ�'� A=20-58'17 LAND USE: LOW DENSITY �a - �v� \ry1' S//8 IRC EP: 301+72.33ti� Q)� L-45.75 • ' » ry I FOUND 5/8 -IRC \ y� \ LS 3435 1 o VI olr S �ry 5 + y� FOUND 4x4 CMS WPP N00 04 36 E ZONING: RS -10 LAND USE: LOW DENSITY \ \ �� 1 6 ry. CHD-45.50 REED 3916 289.10' \ PLS 343 yy,,�ry o - ' ry� 9.75'E. OF S.E. WIN \,,y. Z�l- - - ---A�- -`*�" - 1 /2 IR � 5 � cf � %ry ®WELL TEL ryry COR. BLOCK 7 CARTER N00'07'24"E _ 362.93' ry°oFCARTERD FD 4 �CM ER ry' ti`s ry N89'46'58"W rya 0/� ARTOUND 4x4 34.71 FOUND 4x4 CM A �� �Ti,. �.. , , ., ±j\li�i�� ��. CM (NO AP) N000 12'21 E - 302.16' _.� /REED 3916 `1 w LR.C.H.C.N. STATION '" "GPS 103" N00.00' 15"Wp1 x1 n'?� q1� 235 �� i I i I- - I ry� / �I N 1262885.7920 143.82' wP P x 23.5. � 301+00 � 23" X 23 E 821354.1350 �OD o�I (1, 1014LD I ' 1 W1E UTILITY �WAATTERR MAN 1 EASEMENT E _- LEGEND - EX SAN- .� - EX SAN- EXISTING SANITARY SEWERLINE sm sm PROPOSED SANITARY SEWERLINE EXISTING DRAINAGE PIPE PROPOSED DRAINAGE PIPE Ex wM EXISTING WATER MAIN wAT wAT PROPOSED WATER MAIN - - - of Fm - -- - ex Fm - EXISTING FORCE MAIN "' m �" PROPOSED FORCE MAIN \24,4:5- FILTER FENCE/SEDIMENT BARRIER PROPOSED SPOT ELEVATION 9.0'R -� PROPOSED EOP RADIUS 25.0 PROPOSED GRADE / CONTOUR ��• PROPOSED DRAINAGE FLOW DIRECTION Q iNV.=17.79 rABAN. CULVERT FND.4"x4"C.M \ "REED -3916" \ \T TRACT F \ s , 21w 20 TEL \ s% I DS -9 231 EASE ENTGE ti O ! I 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 ~ 23 24 25 RIGHT OF WAY -OUND 4x4 Cti REED 3916 AT y I�� FF=25.0FF=24.8 FF=24.8 +FF=25.0 FF=25.0' ,AFF=24.8' FF=24.6' FF=24.4' FF=24.4' FF=24.6' FF=24.8' FF=25.0' FF=25.0' FF=24.8' FF=24.6' FF=24.4' FF=24.4' FF=24.6' FF=24.8' P.C. c:0 Y I I STA 106+86.01_, DENOTES o DENOTES 1,§T4 % ry STA. �R STA 111+15.00, rALT11+18.34.. 5DENOTES S� TC 1 i4, PVC STA X14+88.83. DOUB WATER MAIN x300+15.43, W.M. MIN. 3 LF / !vp O 3863' LT DOUBLE SSR I app LF 14 LT M,I(,y► DOUBLE W.M. MIN. 3 tF WATER MAI 1882 Ll a� r O N00'00' 15_W L__ 90' �D WATER a 5' UTILITY (0 6 MJGtI, S" WIC �S•E� FROM DRMNAGE gg DOUBLE ip Pt\ 1 g. SERVICE WATER MAIN SiRUC,URE 5' UTILITY MJ6Y do E HYD SSR fi" FROM DRAINAGE NT 46 BEND O 143.82' w - SERVICE EASEMENT 6 TEE ` EAs 41EM �4. -r��\SERVICE SERVICE 11�-24.1E_/ ✓ �4 �4 4� �4 4.1� X23. WATER \ WATER AUUN 7 SiRUCiURE 5' UTILr1Y ` n I (' �4 I _ x-24. 4.1� \ MT NIT �- NIT NIT AT N►T NIT WAY NIT NT NT NIT MT NIT ` V Z 'I Urs+UU I Ua+UU 11 U+oo 111 +o0 112+0o Nor C: 1 4+59.89% \ "i I JLd ry , S-9 107+00 DS -5 F O I >rw -� r� _- awM rw _- aw TRACT B 383 LF. 8' SEWER Ol cos -8 114+00 ' ~. �-4 386 L� 8 P'NC EWER O � "� � � �'� � �� 5-7 I inn+n 0 (, 0 34X �8 DS -7 r FF=2! RP .. x p I ,� :.: I 1 1 $ N ( NC: U6 0.56 Ili „ F ` i f \ : \ a� N 4.7 24 x 4 4., - <>: 23 9 4. 4 4 4 24. 24.1 3. 3. 41 G� N00'00'15"W �\ NOTES NST. UTILITY DENOTES DENOTES 5-�\ 5-�\ /�2 6 ii �5 UTILITY D� HST UTILITY O - - SINGLE 4 SIDEW EASEMENT DOUBLE DOUBLE ALK a / S 143.82' ( w N Gi WATER SEWER �A�ER 4T SIDEWALK EASEMENT Ol18LE WATER 4 SIDEW EASEMENT SEWER t C 114+96.70 � � O ��iF� 27 I iTII ' FF=24.6 - I _ c� SERVICE SERVICE SERVICE SERVICE SERVICE FF=24.8' I I,, . 50 51 52 53 54 55 56 57 58 59061 2 In Z FF=25.2' FF=25.0' FF=24.8' FF=24.6' FF=24.4' FF=24.4' FF=24.6' FF=24.8' FF=25.0' FF=25.d' FF�24.8' FF=24.6' F24.4' FF=24.4' FF=24.6' O O I I o�� 10 DRAINAGE G z 4' QAC \ n 1. Uj 96i ^ 5 �, Ix1 : C�3� EASEMENT-+- p� E 1 OEASEMENTE ' ® \�P 28 a z v' I M FF=24.4' - 5'RAINEc s' EAs�EMENT �o���\ \ FF=24.6' \ O O 2 N y I I DS-1-� �E �/ �./ �/ �J �J J�F� � ��� y C1J I V� t �a u �13dbFGi \ w" ply' r� O1108',37 I i, 21.Q 22.13 / �F, \ v1 NO8 37 05., I 1---. ��oA �a,� 29 \ \ _ E I Z sEWER o I , , r is.a la a 19.a \ TRACT C FF=24.4' . 78' -� p - 4, ---------------------- 146. Z W ,7.0------------------ / \ o WPP ■ o� ,� ! % ---------------------17.0-------------- \ ` PCC: 116+55.36 .�X W FF=24.4' t2o-------------------------------------- ----- -i ry. - b� ^ �-------------------- TRACT A ---------- t2.o--------- ry - �--------------------7.0-------------- _ �' \ Z I I� 1- 7.0------------ cr.-� 117+00 U a ------ �TORivIVVATEF�1�fANECGEMENT------------ 7• �o c \ , .. a 70------------- 7.0------------------------- -- 7.0 - - - - - - - - - - --_----- -----NORMAL WATER EL = 19.01--- ` oma•E O I I Y" -------------120-------------------- - ` y � '� a o --120----------- \ n1 3 , �'�----------------------- - - - - - - - - - - - - - - - - - - - - 17.0 - - - - -J 10.TpGEm 304. N c� 00 Z ` I WATER MAIN _� 17.0 ------------------ II FF=24.6 " 19.0 IIOC �� f, 49.0 �� - - - - - - - - � � Z 294 LF, is. PVC 21.6 O O I >a r _ • SEWER O 0.34X/ ¢ j '20 ! -21.6 co ®IL � � C I I � W aD Z %� ���` $ , W @ 3 1 1 5' DRAINAGE / \ 5' DRAINAG �� ; ,NP31_ z �j EASEMENT 10' DRAINAG / 5- �R EI4GE / \i 10' DRAINAGE.f5E,�P ,NT EASEMENT >o�. \ FF=24.6 cp Imo' �1 2 I V ' ( 47 BEND 0. a1 EASEMENT N I o z o !� k o` STA 1o4FF242641430 LT + 4g , 4W 47 , 46 , 45 , 44 , 43 , 42 41 40 39 38 37 36 35 34 33 n n I as I FF=25.0 ;� FF-24.8'FF=24.6 FF=24.4 FF=24.4 FF -24.6' FF -24.8' FF=25.0' FF=25.0' FF=24.8' FF=24.6' FF=24.4' - - _ _ _ GC. 117+87.62 z o I oo FF -24.4 FF -24.6 FF -24.8 FF -25.d FF -25.2 " :_,a I 1n Vii � 15� J oENOTEs DENOTES �NTRACTDR � TRACT G - _pp F� FST 32 WATER MAIN � 8 DOUBLE DOUBLE F AIIN. 3 LF A DOUBLE 118+00 v' o I I 1 W 4Q"S9�DEWALK 5' UTILITY 101 +00 C �0"'I1crU "AI w°AS Cg 50 LF. 8• PVC 1 a, FF=24.8' Xf• to SEWER SSERVICE 4 SIDESERVICE EASEMENNT NST. 5' UT1uTYL EASEMENT E $ERy 4 SIDEWALK% EASEMENTSEWER OSERVICE0.0s�, FF=25-0 "' 4 4 x-24., 23_ �2 x'1-2 3' �2 J.9� 3�2 5� �-2 P: 200+00.00 414 4 4 4 4.1 23 4.t 4. 4. 4.7 118+31.47 t -P C) 70��, 9 LF. 8 C 900 F 9 - v) I „ SEWER O 0.34% .. ;:,. >; � -I _ . lS-1 a S-2 S-1 i S-1 O FD C P) \ a x k � 35' UTI yw� 5 :',.� � T B �� - I 6 TRACT D S -1A PC: 103+43.6 13P: 100+OU.UU 124+00 w� aw �I�Mw N �w� ���5.05-- (NO yi,� �� t'II �- a'N �- TAN �••�- w �• WM i� L PTI: 118+ I �' ary �^ FOREILIETT I = �"" �" 10 1D S-1 / 1 EP. 1 4+04.65 39 LF.'8 PVC O X S-3 S-14 396 LF. SEWER O 0.134X GIs- ry WPP T n 2f * 4 , 22 I oo , 2, �p0 , 2�po - „s o0 6N R CT H a1 �s ter, STATION , a = N►T `� NIT �� NIT -tea. �• 23� `S r'••. 2S.Q I �1T ��� MT Mi T .6, i i� MT ��. ` .�.��' �1T �- MT �_ T VAT � MT NIT TAT wtT MT �r MT MMiNN�� WT - \v-_ • ,N+' 1.1.E T Imo_ r- 5-� 2 +4 1 + 'I LF. 8 WC J' cs_ ...:.:. _ . "� / ...... ....._.. .. FOUND., ;:. i..•,S _ _ � � a ,� / .__ `Til i t>1�:...:., u..::: ,. fi. _ �1 . cp : 4x4 Cfvi f U. 23.G ,_ SEWER O 0.34 .. T .,.lit. , � _ ��� s�� J R - ._ �. ,�,:: ' 22 Q c �, : ; ,/ > _ ■ ' C 20 - �. �L is a ? • Q�6 _ � 21A �sLB-684 n r r- �. _ 32 Z;_ 6U -C LU.. -y ,_ �. S? �_ 7 1 10 ► - a o ir. 91,Q2Q ? 9t rt o .rte e- r_ Q.... e,, �? 2. " r' ` '�,�....� ,5` / c�pro, �_ �8. r ate_ Ji. , '.� .v "sr 6•_ lt1«' arm_ :.. �� .Q I 78 Pf „Tf �� J, o ao �.0 , ,. 06,'1421' LT o' �_ LSiA 122 �94.26,� FLECTs ,� WA V N p c' s c' a o o Sul 118+4752. 25.14 L r'o 'oN pi pR 0 0 0 455 6 PVC o 0 0 0. 3 �_.•,t 1 5 LF ' 1 176 14.00 LT �i• M. T o 14 LT, B MJGV ' �_ ,, rn. 5 SIDEWALK a- o_ d'- �s6, rnJ_ s 5 F 2 p' ;:•i;.•'. M. M N M - - rn RO a - • 6 MJGV at HYD • 0.7 ro 6 _ : BJc'- 4 PVC �, 6 TEE' 6 MJGV do FiRE HYD ASSEMBLY FROM D"NAGE STRUCTURE . ? 21.0 " = -� •moo ASSE MM Y 15i°E 24 P fl 0 8 FORCE 1 o o [, 22o Ji d;PP MAIN :. .. TEL �, r_ o �r . s CPP r ' ss.- u CPP 2 b P� s r N89'S9'4 "E I I nb a s° �. a p ,! 4 p CPP 2.11 100.00 wPP �" _ _ s QHW �. -� oHW _� oHwti �,. , OHW 1. OHiN - - - - - t Fr - _ _ - of mea _ E1t FM �� �a FY 'Wr` FII-�r,�,€x FM - - -.EX t l - - - oc FM ...� .q� oc FM . - EX �I �- - oc F1 • - - oc I - of FM -•+ oc 1v - - -.•' rM - - ? �1 - - oc FM s R=650.09' » A=19'33 06 L=221.81' CHD=220.73' C.B.=S54.50' 14"W GRAPHIC SCALE 50' 100' I N FEET 1 inch = 50 fL BENCHMARK EXISTING CATCH BASIN FD "X" EAST SIDE CATCHBASIN ELEVATION 17.77' NAVD 1988 INDIAN RIVER COUNTY BENCHMARK "BM154007" EXISTING CATCH BASiN GRATE= 19.20 INV.=17.46 FOUND 4x4 CM -(BROKE) (NO CAP) AT RIGHT OF WAY P.C.C. a STREET LIGHT 23 PROPOSED LOT NUMBER 0 MODIFIED MIAMI INLET ® TYPE 'C' INLET (P JUNCTION MANHOLE 06-1 DRAINAGE STRUCTURE LABEL /❑ PROPOSED FIRE HYDRANT h PROPOSED SIGN QS SEWER MANHOLE GRAPHIC SCALE 50' 100' I N FEET 1 inch = 50 fL BENCHMARK EXISTING CATCH BASIN FD "X" EAST SIDE CATCHBASIN ELEVATION 17.77' NAVD 1988 INDIAN RIVER COUNTY BENCHMARK "BM154007" EXISTING CATCH BASiN GRATE= 19.20 INV.=17.46 FOUND 4x4 CM -(BROKE) (NO CAP) AT RIGHT OF WAY P.C.C. a INDIAN RIVER COUNTY CONSERVATION AREA R=196Q.OQ; �=5'59 52 L=205.17' CHD=205.08' C.B.=S67'36'43"W NOTE: P.R.C. COMPS. NON -TANGENT USING FOUND CONTROL. 6+ -� ' u,_ r, d • c? r., �? .•� s? � 2� -e�-� a ��,, YZ�Nt3FElEZ9k8 cf ? - - - ;5;- a9_ ,) v' a3 ca' r'- - .�? .�' -�. iv_ - �-•- 2 1. r' • c-• ate- -" `� �. J?J J & O • 24.74' 4 06' - -e oast z• f K - -= -- 8 r tT -� - • •,9 ' F �•,T• p -8 -!� JJ� -� �' r'a! Asi•� o e-'' `- .? a-? t-'� -� r' ? .?22.25 : 1 • -J ,T EXIST. 6 PMC F.M �. s�-.�_s_ m. / o- c -�� -, _ ---.._ __._...---..�._ - • - -- s.•s. �9_or_ .,•. •� J_ s. 2_ rr. v'J.a` �,. er. ,..r .� ,. �? •� - - 't--r'..r- cam'- moi•. !, 6'. �% ? •�J_ . 8 O • ,� �`9 6• s s 2? ? - e?� i. 2 J -� J r' m -O -O-t e'u �• o i ,O e� r' CIL�- 2 r'1r / `lz ',�� yi:XIST. iPVCc'.,, c��, <'a� Q '� IERUNE MAD 12 -' O dd.Od ' . - 15 PE g `� k.o r s - -�� - - - - - - - L _ _ _ _ _ " J O - - -• - - f- - -• - -• - - s� - - - - -- k� - - - --! IV o_ �_ . oma. _ aQ&ix twE cu+e id's o 6J� o� 0 9. WCVM. - - - `' ` c� c'' 2J ' QHS• o � _-® - - a _ _ ?`'��s� � �". -•sem / i x x �_ - - - - - _ s 77 _ ca��7E ..� 9 � 14.59• s'carr - � � - a - �a'r ' � - - BP b 0 00 O EXIST 12 3 P' , .... ���- b atE,E wux rn. -- _ ��_ t �` c2 `1}� �. ,•. s ?>� 3' wuxe enT ' �r7! c WPP o Jo_ FOUND 4x4 / 8. NOO 0cp 4 39 � o_ 671.45 k \ , �` Q TIE INTO EXIST. 6" PVC F.M. ti °. `r..r.dtt'�o �-'.9_ oo • SjU oo�- o<' s�, °s.'� 7.36.6 15" S. E. COR. SECTION 1, CONST. 4'X6" GAPPING „ ZONING: RS -20 , S00 04 3 �.. 7 © TWP. 31 S., RGE. 38 E. SADDLE AND 4 MJGv I I LAND USE: MEDIUM DENSITY I ZONING: CG PLS - PROFESSIONAL LAND SURVEYOR F.F. - FINISH FLOOR O C.C.R. # 65497 E45T UNE OF S.E. V! SECTION 1, �) I I II I �A4 LAND USE: COMMERCIAL GENERAL PSM - PROFESSIONAL SURVEYOR & MAPPER BSB - BUILDING SETBACK LINE N 1262944.460 TWP. 31 S, RGE. 38 E. o II LB - LAND SURVEYING BUSINESS - GUY WIRE ZONING. PS CATCH BASIN , EXIST, R/W - CENTERLINE ® ( LAND USE: INSTITUTIONAL CATCH BASIN 0.53'S., 5.54'E. POWERLINE ROAD - RADIUS - WOOD UTILITY POLE GRATE=19.21 O.R. BOOK 754 - LENGTH ® - (TEL) LEPHONE SERVICE INV. 17.38 N %- DELTA ANGLE P.G. 1611 E/P - EDGE OF PAVEMENT ® - ELECTRIC BOX POST ');' -o STRUCTURE PELICAN ISLES B/C - BACK OF CURB - (WLP) WOOD LIGHT POST OFFICE �' s PHASE TYPE TOP INVERT STRUCTURE LOCATION APARTMENTS SKILLMAN ® - WELL OCC - OCCUPIED -7 NUMBER B.M. - BENCHMARK - PROPERTY POC - POINT OF COMMENCEMENT SSHYD ) HYDRANT NIC - NOT INCLUDED S -1A 1 SAN. SEWER MH 23.80 14.75(S), 15.15(NW), 14.85(N) 103+84.54, 46.45' LT POB - POINT OF BEGINNING - (WV) EXIST. WATER VALVE PROP. - PROPOSED Z S-1 B 1 SAN. SEWER MH 23.65 15.30(SE), 15.40(W) 103+90.04 - (PCP) PERMANENT CONTROL POINT - IRRIGATION VALVE _ S-2 1 SAN. SEWER MH 23.20 15.45(5)• 15.55(N) 102+42.85 ) ® WM EXIST. WATER METER (WPP) WOOD POWER POLE 23.18 1 s.90 S 17.00 N 122+47.50 PCP - PERMANENT CONTROL POINT ( ) - - (PRM) PERMANENT REFERENCE MONUMENT Q - SANITARY MANHOLE - (CPP) CONCRETE POWER POLE S-3 1 SAN. SEWER MH (). ( ) PRM - PERMANENT REFERENCE MONUMENT ® - EXIST. SANITARY SERVICE CMP CORRUGATED METAL PIPE S-4 1 SAN. SEWER MH 23.42 18.35(S), 18.45(NW) 118+45.53 - (IP) IRON PIPE ® - SEPTIC TANK PG, PGE - PAGE S-5 1 SAN. SEWER MH 23.13 18.65(SE), 18.75(W) 115+46.09 IP - IRON PIPE © - DRAINAGE MANHOLE O.R.B. - OFFICIAL RECORD BOOK S-6 1 SAN. SEWER MH 23.50 19.70(E) 115+46.09 - (IRC) IRON ROD & CAP - CURB INLET OHW - OVERHEAD WIRES S-7 2 SAN. SEWER MH 23.17 19.50(5) 114+59.89 IRC - IRON ROD & CAP - SURFACE INLET P/K - PARKER-KALON (CM) CONCRETE MONUMENT ® - MITERED END SECTION S-8 2 SAN. SEWER MH 23.25 17.85(S), 17.95(N) 110+73.67 CM - CONCRETE MONUMENT --o-- - CONCEPTUAL DRAINAGE - STREET SIGN S-9 2 SAN. SEWER MH 23.20 16.40(E), 16.50(N) 106+86.01, 8.35' LT FD, FIND - FOUND M - MEASURED 2T5 - PROPOSED GRADE LS -1 1 LIFT STATION 24.00 14.70(N) 103+85.75, 61.65' LT (M) NAVD - NORTH AMERICAN VERTICAL DATUM (P) - PLAT (C) - CALCULATED a35' - TYPICAL ELEVATION A/C - AIR CONDITIONER EL./ELEV. - ELEVATION CONC. - CONCRETE R/W, R\W - RIGHT OF WAY AB - AS -BUILT FOUND 4x4 CM LB -6840 AT RIGHT OF WAY P.R.C. R=2040.00' o A=2'10'42" L=77.55' �o CHD=77.55' C.B.=N68' 11'54"E - EXISTING 12"08" ERCP WPP -CATCH BASIN GRATE= 19.14 S.INV.=17.39 W.INV.=17.54 U 'ENGINEER CD?7 F1CA710N ❑ VWW. SCHULKE G N0. 47048 to W a M a� /❑ v Q C_ a � F N F [� DA :JUL 30 -&OF O cn O IM V OMLL 5 N � 0 Z C) U1 W W W o 0- 0. 2� •: m 02 �-- Z Z z W W co Ci.l G.I > Ir Ir NQ czj p T M N� Q � N WO to :3 Q v J I ai m ao o U) 04 IQ ul 0] m 07 W zo � W W J M (:Z -g LU V- W Z W WN � w we ,..E o r" �wwQov c�m3irW <'a wo z .J rn~a¢Zwo�aa~3 ZU4=-ri�OwO�m�S U f- oti Z N ��==5°WWZ3Nir dd wo�z�wwa��wz� 0-33wM 36=0120 200' \ H INDIAN RIVER COUNTY CONSERVATION AREA R=196Q.OQ; �=5'59 52 L=205.17' CHD=205.08' C.B.=S67'36'43"W NOTE: P.R.C. COMPS. NON -TANGENT USING FOUND CONTROL. 6+ -� ' u,_ r, d • c? r., �? .•� s? � 2� -e�-� a ��,, YZ�Nt3FElEZ9k8 cf ? - - - ;5;- a9_ ,) v' a3 ca' r'- - .�? .�' -�. iv_ - �-•- 2 1. r' • c-• ate- -" `� �. J?J J & O • 24.74' 4 06' - -e oast z• f K - -= -- 8 r tT -� - • •,9 ' F �•,T• p -8 -!� JJ� -� �' r'a! Asi•� o e-'' `- .? a-? t-'� -� r' ? .?22.25 : 1 • -J ,T EXIST. 6 PMC F.M �. s�-.�_s_ m. / o- c -�� -, _ ---.._ __._...---..�._ - • - -- s.•s. �9_or_ .,•. •� J_ s. 2_ rr. v'J.a` �,. er. ,..r .� ,. �? •� - - 't--r'..r- cam'- moi•. !, 6'. �% ? •�J_ . 8 O • ,� �`9 6• s s 2? ? - e?� i. 2 J -� J r' m -O -O-t e'u �• o i ,O e� r' CIL�- 2 r'1r / `lz ',�� yi:XIST. iPVCc'.,, c��, <'a� Q '� IERUNE MAD 12 -' O dd.Od ' . - 15 PE g `� k.o r s - -�� - - - - - - - L _ _ _ _ _ " J O - - -• - - f- - -• - -• - - s� - - - - -- k� - - - --! IV o_ �_ . oma. _ aQ&ix twE cu+e id's o 6J� o� 0 9. WCVM. - - - `' ` c� c'' 2J ' QHS• o � _-® - - a _ _ ?`'��s� � �". -•sem / i x x �_ - - - - - _ s 77 _ ca��7E ..� 9 � 14.59• s'carr - � � - a - �a'r ' � - - BP b 0 00 O EXIST 12 3 P' , .... ���- b atE,E wux rn. -- _ ��_ t �` c2 `1}� �. ,•. s ?>� 3' wuxe enT ' �r7! c WPP o Jo_ FOUND 4x4 / 8. NOO 0cp 4 39 � o_ 671.45 k \ , �` Q TIE INTO EXIST. 6" PVC F.M. ti °. `r..r.dtt'�o �-'.9_ oo • SjU oo�- o<' s�, °s.'� 7.36.6 15" S. E. COR. SECTION 1, CONST. 4'X6" GAPPING „ ZONING: RS -20 , S00 04 3 �.. 7 © TWP. 31 S., RGE. 38 E. SADDLE AND 4 MJGv I I LAND USE: MEDIUM DENSITY I ZONING: CG PLS - PROFESSIONAL LAND SURVEYOR F.F. - FINISH FLOOR O C.C.R. # 65497 E45T UNE OF S.E. V! SECTION 1, �) I I II I �A4 LAND USE: COMMERCIAL GENERAL PSM - PROFESSIONAL SURVEYOR & MAPPER BSB - BUILDING SETBACK LINE N 1262944.460 TWP. 31 S, RGE. 38 E. o II LB - LAND SURVEYING BUSINESS - GUY WIRE ZONING. PS CATCH BASIN , EXIST, R/W - CENTERLINE ® ( LAND USE: INSTITUTIONAL CATCH BASIN 0.53'S., 5.54'E. POWERLINE ROAD - RADIUS - WOOD UTILITY POLE GRATE=19.21 O.R. BOOK 754 - LENGTH ® - (TEL) LEPHONE SERVICE INV. 17.38 N %- DELTA ANGLE P.G. 1611 E/P - EDGE OF PAVEMENT ® - ELECTRIC BOX POST ');' -o STRUCTURE PELICAN ISLES B/C - BACK OF CURB - (WLP) WOOD LIGHT POST OFFICE �' s PHASE TYPE TOP INVERT STRUCTURE LOCATION APARTMENTS SKILLMAN ® - WELL OCC - OCCUPIED -7 NUMBER B.M. - BENCHMARK - PROPERTY POC - POINT OF COMMENCEMENT SSHYD ) HYDRANT NIC - NOT INCLUDED S -1A 1 SAN. SEWER MH 23.80 14.75(S), 15.15(NW), 14.85(N) 103+84.54, 46.45' LT POB - POINT OF BEGINNING - (WV) EXIST. WATER VALVE PROP. - PROPOSED Z S-1 B 1 SAN. SEWER MH 23.65 15.30(SE), 15.40(W) 103+90.04 - (PCP) PERMANENT CONTROL POINT - IRRIGATION VALVE _ S-2 1 SAN. SEWER MH 23.20 15.45(5)• 15.55(N) 102+42.85 ) ® WM EXIST. WATER METER (WPP) WOOD POWER POLE 23.18 1 s.90 S 17.00 N 122+47.50 PCP - PERMANENT CONTROL POINT ( ) - - (PRM) PERMANENT REFERENCE MONUMENT Q - SANITARY MANHOLE - (CPP) CONCRETE POWER POLE S-3 1 SAN. SEWER MH (). ( ) PRM - PERMANENT REFERENCE MONUMENT ® - EXIST. SANITARY SERVICE CMP CORRUGATED METAL PIPE S-4 1 SAN. SEWER MH 23.42 18.35(S), 18.45(NW) 118+45.53 - (IP) IRON PIPE ® - SEPTIC TANK PG, PGE - PAGE S-5 1 SAN. SEWER MH 23.13 18.65(SE), 18.75(W) 115+46.09 IP - IRON PIPE © - DRAINAGE MANHOLE O.R.B. - OFFICIAL RECORD BOOK S-6 1 SAN. SEWER MH 23.50 19.70(E) 115+46.09 - (IRC) IRON ROD & CAP - CURB INLET OHW - OVERHEAD WIRES S-7 2 SAN. SEWER MH 23.17 19.50(5) 114+59.89 IRC - IRON ROD & CAP - SURFACE INLET P/K - PARKER-KALON (CM) CONCRETE MONUMENT ® - MITERED END SECTION S-8 2 SAN. SEWER MH 23.25 17.85(S), 17.95(N) 110+73.67 CM - CONCRETE MONUMENT --o-- - CONCEPTUAL DRAINAGE - STREET SIGN S-9 2 SAN. SEWER MH 23.20 16.40(E), 16.50(N) 106+86.01, 8.35' LT FD, FIND - FOUND M - MEASURED 2T5 - PROPOSED GRADE LS -1 1 LIFT STATION 24.00 14.70(N) 103+85.75, 61.65' LT (M) NAVD - NORTH AMERICAN VERTICAL DATUM (P) - PLAT (C) - CALCULATED a35' - TYPICAL ELEVATION A/C - AIR CONDITIONER EL./ELEV. - ELEVATION CONC. - CONCRETE R/W, R\W - RIGHT OF WAY AB - AS -BUILT FOUND 4x4 CM LB -6840 AT RIGHT OF WAY P.R.C. R=2040.00' o A=2'10'42" L=77.55' �o CHD=77.55' C.B.=N68' 11'54"E - EXISTING 12"08" ERCP WPP -CATCH BASIN GRATE= 19.14 S.INV.=17.39 W.INV.=17.54 U 'ENGINEER CD?7 F1CA710N ❑ VWW. SCHULKE G N0. 47048 J W a M a� /❑ v Q C_ REG. NO &7605 -- [� DA :JUL 30 -&OF O cn OMLL W 0 Z C) U1 0 W o W J 2� •: m 02 �-- Z Z z W W co O H > 06 NQ czj p T M N� = WO W :3 Q f- p =ti J cD U_ U) 04 IQ W zo ~ J M (:Z -g LU V- W Z W WN W r" X(0 P� z .J Q o oti Z N dd U�J �jj�� H VJ U 0 LLIw 0 ,Q V ) 'ENGINEER CD?7 F1CA710N ❑ VWW. SCHULKE G N0. 47048 B. BiTiLE REG. NO. 57396 /❑ AM P. STODDARD REG. NO &7605 -- [� DA :JUL 30 -&OF SHEET PROJECT NO. J 14-051 J 0 SANDCREST MATCHLINE A -A (SEE ABOVE THIS PAGE) 0 - S-7 -114+59.89 �T 23.17 O STA. 114+78.56. 0.13 RT # EL 23.25 J s N O Z i, ;o `-STA. ;114'-88.13, 18.82 LT O z ao "% �, a � is 45' BEND z N STA. E :,i..1 El 1 16 115+34.28 Fr EL 23.55 S-8 s Ii / STA. 11 b+B6.Ob r�r '^""��^- I TOP 23.40' rn CS -3 ' TOP -23.50' 7.44. 39.9' RT I \ L - CS -4 r �i STA. 115+57.44, 135.5' LT CS -2 TOP -19.50" MAOO J I STA. 115+72.63. 115.7' RT Ix TOP -2225' ♦ # 1 1 I I 222 LF 6' PNC O 1 ! WATT R MAIN c 3E Wit" S C STA. 118+24.93. 146.5' LT ro in TOP• 18.50' sZ , ZB 05 o rn m 1N DS -10 m rn ro d i I / STA. 116+75.57, 101.7 -23.' RI TOP00' a iDS-11 J 1 STA. 117? 03. 0, 18.8' LT . J x 3 11 BEND STA. 117+03.17. 11.0• RT I TOP -2250' 117+2I�O17+ Lilt L O ; DS -12 O STA 117+03.17, 11.0' LT CONTRACTOR TO DEFLECT 3 LF TOP -22.50' Na - FROM DRAWDE STRUCTURE DS -13 <,I STA. 117+03.17, 121.5 LT 154 LF 6' PVC TOP -22.00' IYATM VAIN V I ST 122+47.50 �o TA - 23.18' A. 122,+94.28, '4! LT i a3A03 STA 123+50.22 H.N. LL 20.20 I i I �O �. 01 O 0o N O O a► + . S STA. 200+17.17, 27.38' Rr O r } '�6' TEE, WGV .k FIRE HYD O ?E - ASSEMBLY s 1c at:: STA. 2D0+43.81 (3) 6" WGV, 6- TEE ZD tr' Z '-q a 0 -rn % N a•, r O OJ -� o o uZ � / 000 NEED SEEM, NEED N ♦ t 80' MAIN STREET co -. �• N o Q N N RIGHT-OF-WAY ;� OD N A O _ a► 00 to W e -N C 0 OD N Ol O 46 M� o . m`' m Z A �► a rZ at V L4 v Oa'T ; " oho J �;,.'� ! mom C) o� o- MOND_ IMP t� EXISTING IN WO - 35' BOB CIRCLE RIGHT-OF-WAY J s ? 3 V •+ + N N N N 00 N O O 4► 00 W W N N N N 0� O 4► 00 } CONTRACTOR TO DEFLECT } w W M. MINIMUM 3 LF DS -16 FROM; DRAINI►E STRUCTURE STA 101+48.82'. 11.0' LT i TOP - 22'30 ' STA. 101 +45.62 LP. :L 22.70 3 ! DS -17 i STA. 101+18.62', 11.0' RT vqp } 7OP-2250' i N O O ! Q ! 1 My4E 1D2 U t t i fi0P 23.20' • z ; � 1 i H In. } ! j; -+ 1 j `r�'1 i I m ':;r* 103+30.00, 14.00' LT ♦ O STA. 1 D3+31.76, 14.00 LT �6' TEE, MJG1/ R FIRE HYD o ASSEMBLY !'" / i STA. 103+45.06, 14.21' LT i I► O 1 ► '� -" ` / ? : ' I 4F SEND p.i{ ? STA. 103+60.75 H.P. EL 23.80 STA.A7 03+84.54 46.45' U' TO -23.8 , 0' P LS -1 O } ,• i 103+85.75, 81.85' LT ♦ -i J TDP - 24.50' O S-18 79LF 6' PVC O } 1 WATER :AWN STA. 103+90.04 TOP - 23.65' rim dD } µ: # '•• -STA. 104+48.83, 14.28' LT wet } ao: ! a•/ 45' BEND ci } e .� ! I = I 104+76.08. so• Lr J ! u 4E U",24' i 23.10 O i y i /bS N -12i -I• i !-- 'o os+03.00. 42.5• RT O } a 2200' O C.) rn I } os -1 rn _ MP - 76.07. 11.0' RT ! '! STA. 105+76.07, 11.0' LT TOP -22.50' _ STA. 105+76.07 L.P. (EL 24.20 J ! i DS -3 01 z a i ! m j STA. 105+78.07, 122.5' LT ♦ ; -g TOP -2200' rr ilj O Ci Z i Z rnq ; m! d i iO J O so 0 O +86.01, '98.63' LT STA. 106+86.01, 8.35 LT \L Z4.9U 1 S-9 STA 108+88.01. 8.35" LT TOP - 24.9' A. 107+68.41 N. LL ZD.'ZU DS -4 STA 109+86.31, 11.0` RT 1DP-2250' DS -5 -�50� 8.31. 11.0' LT TOP DS-6 STA 109+86.31, 125.0' LT TOP -22.00' I S-8 i 5TA 110+/3.0/ TOP - 23.25' �'-!S,TTA.111ry11+15.00. 14' LT "-STA. 111+16.34. 14' LT 6' TEE, WGV & FIRE HYD ASSEMBLY i1, STA. 1J1+65.99 i H.N. LL 24./0 j i i Ij j TIC8!i-CONTw�CToIt TC DEFLECT STA 113+88.36. 11.0' RT I ! gal cla M. MINIMUM 3 LF TOP -22.50' 'ROM DRAINAGE STRUCTURE rn •� to DS -B i j 1 3 STA 113+66.36. 11.0- LT } i L322708 TOP -22. DS -9 � I A 1131 68.14, 16.83' LT STA, 113+88.38. 127.5' LT J v • 11.25 BEND ': TOP -22.00' o n MATCHLINE A -A (SEE BELOW THIS PAGE) DS -14 S]i i TO DEFLECT TOP -2250' )RAMI? SL RUC DS -15 4051 -CONST MARK REVIS/ON STA 121+50.41, 11.0' rT STI_ 121+50.41 TOP -22.50' V I ST 122+47.50 �o TA - 23.18' A. 122,+94.28, '4! LT i a3A03 STA 123+50.22 H.N. LL 20.20 I i I �O �. 01 O 0o N O O a► + . S STA. 200+17.17, 27.38' Rr O r } '�6' TEE, WGV .k FIRE HYD O ?E - ASSEMBLY s 1c at:: STA. 2D0+43.81 (3) 6" WGV, 6- TEE ZD tr' Z '-q a 0 -rn % N a•, r O OJ -� o o uZ � / 000 NEED SEEM, NEED N ♦ t 80' MAIN STREET co -. �• N o Q N N RIGHT-OF-WAY ;� OD N A O _ a► 00 to W e -N C 0 OD N Ol O 46 M� o . m`' m Z A �► a rZ at V L4 v Oa'T ; " oho J �;,.'� ! mom C) o� o- MOND_ IMP t� EXISTING IN WO - 35' BOB CIRCLE RIGHT-OF-WAY J s ? 3 V •+ + N N N N 00 N O O 4► 00 W W N N N N 0� O 4► 00 } CONTRACTOR TO DEFLECT } w W M. MINIMUM 3 LF DS -16 FROM; DRAINI►E STRUCTURE STA 101+48.82'. 11.0' LT i TOP - 22'30 ' STA. 101 +45.62 LP. :L 22.70 3 ! DS -17 i STA. 101+18.62', 11.0' RT vqp } 7OP-2250' i N O O ! Q ! 1 My4E 1D2 U t t i fi0P 23.20' • z ; � 1 i H In. } ! j; -+ 1 j `r�'1 i I m ':;r* 103+30.00, 14.00' LT ♦ O STA. 1 D3+31.76, 14.00 LT �6' TEE, MJG1/ R FIRE HYD o ASSEMBLY !'" / i STA. 103+45.06, 14.21' LT i I► O 1 ► '� -" ` / ? : ' I 4F SEND p.i{ ? STA. 103+60.75 H.P. EL 23.80 STA.A7 03+84.54 46.45' U' TO -23.8 , 0' P LS -1 O } ,• i 103+85.75, 81.85' LT ♦ -i J TDP - 24.50' O S-18 79LF 6' PVC O } 1 WATER :AWN STA. 103+90.04 TOP - 23.65' rim dD } µ: # '•• -STA. 104+48.83, 14.28' LT wet } ao: ! a•/ 45' BEND ci } e .� ! I = I 104+76.08. so• Lr J ! u 4E U",24' i 23.10 O i y i /bS N -12i -I• i !-- 'o os+03.00. 42.5• RT O } a 2200' O C.) rn I } os -1 rn _ MP - 76.07. 11.0' RT ! '! STA. 105+76.07, 11.0' LT TOP -22.50' _ STA. 105+76.07 L.P. (EL 24.20 J ! i DS -3 01 z a i ! m j STA. 105+78.07, 122.5' LT ♦ ; -g TOP -2200' rr ilj O Ci Z i Z rnq ; m! d i iO J O so 0 O +86.01, '98.63' LT STA. 106+86.01, 8.35 LT \L Z4.9U 1 S-9 STA 108+88.01. 8.35" LT TOP - 24.9' A. 107+68.41 N. LL ZD.'ZU DS -4 STA 109+86.31, 11.0` RT 1DP-2250' DS -5 -�50� 8.31. 11.0' LT TOP DS-6 STA 109+86.31, 125.0' LT TOP -22.00' I S-8 i 5TA 110+/3.0/ TOP - 23.25' �'-!S,TTA.111ry11+15.00. 14' LT "-STA. 111+16.34. 14' LT 6' TEE, WGV & FIRE HYD ASSEMBLY i1, STA. 1J1+65.99 i H.N. LL 24./0 j i i Ij j TIC8!i-CONTw�CToIt TC DEFLECT STA 113+88.36. 11.0' RT I ! gal cla M. MINIMUM 3 LF TOP -22.50' 'ROM DRAINAGE STRUCTURE rn •� to DS -B i j 1 3 STA 113+66.36. 11.0- LT } i L322708 TOP -22. DS -9 � I A 1131 68.14, 16.83' LT STA, 113+88.38. 127.5' LT J v • 11.25 BEND ': TOP -22.00' o n MATCHLINE A -A (SEE BELOW THIS PAGE) DS -14 STA 121+50.41, 11.0' LT TO DEFLECT TOP -2250' )RAMI? SL RUC DS -15 4051 -CONST MARK REVIS/ON STA 121+50.41, 11.0' rT STI_ 121+50.41 TOP -22.50' LN LL ZZ./U J.B.B. 1 REVISED PER SEBASTIAN V I ST 122+47.50 �o TA - 23.18' A. 122,+94.28, '4! LT i a3A03 STA 123+50.22 H.N. LL 20.20 I i I �O �. 01 O 0o N O O a► + . S STA. 200+17.17, 27.38' Rr O r } '�6' TEE, WGV .k FIRE HYD O ?E - ASSEMBLY s 1c at:: STA. 2D0+43.81 (3) 6" WGV, 6- TEE ZD tr' Z '-q a 0 -rn % N a•, r O OJ -� o o uZ � / 000 NEED SEEM, NEED N ♦ t 80' MAIN STREET co -. �• N o Q N N RIGHT-OF-WAY ;� OD N A O _ a► 00 to W e -N C 0 OD N Ol O 46 M� o . m`' m Z A �► a rZ at V L4 v Oa'T ; " oho J �;,.'� ! mom C) o� o- MOND_ IMP t� EXISTING IN WO - 35' BOB CIRCLE RIGHT-OF-WAY J s ? 3 V •+ + N N N N 00 N O O 4► 00 W W N N N N 0� O 4► 00 } CONTRACTOR TO DEFLECT } w W M. MINIMUM 3 LF DS -16 FROM; DRAINI►E STRUCTURE STA 101+48.82'. 11.0' LT i TOP - 22'30 ' STA. 101 +45.62 LP. :L 22.70 3 ! DS -17 i STA. 101+18.62', 11.0' RT vqp } 7OP-2250' i N O O ! Q ! 1 My4E 1D2 U t t i fi0P 23.20' • z ; � 1 i H In. } ! j; -+ 1 j `r�'1 i I m ':;r* 103+30.00, 14.00' LT ♦ O STA. 1 D3+31.76, 14.00 LT �6' TEE, MJG1/ R FIRE HYD o ASSEMBLY !'" / i STA. 103+45.06, 14.21' LT i I► O 1 ► '� -" ` / ? : ' I 4F SEND p.i{ ? STA. 103+60.75 H.P. EL 23.80 STA.A7 03+84.54 46.45' U' TO -23.8 , 0' P LS -1 O } ,• i 103+85.75, 81.85' LT ♦ -i J TDP - 24.50' O S-18 79LF 6' PVC O } 1 WATER :AWN STA. 103+90.04 TOP - 23.65' rim dD } µ: # '•• -STA. 104+48.83, 14.28' LT wet } ao: ! a•/ 45' BEND ci } e .� ! I = I 104+76.08. so• Lr J ! u 4E U",24' i 23.10 O i y i /bS N -12i -I• i !-- 'o os+03.00. 42.5• RT O } a 2200' O C.) rn I } os -1 rn _ MP - 76.07. 11.0' RT ! '! STA. 105+76.07, 11.0' LT TOP -22.50' _ STA. 105+76.07 L.P. (EL 24.20 J ! i DS -3 01 z a i ! m j STA. 105+78.07, 122.5' LT ♦ ; -g TOP -2200' rr ilj O Ci Z i Z rnq ; m! d i iO J O so 0 O +86.01, '98.63' LT STA. 106+86.01, 8.35 LT \L Z4.9U 1 S-9 STA 108+88.01. 8.35" LT TOP - 24.9' A. 107+68.41 N. LL ZD.'ZU DS -4 STA 109+86.31, 11.0` RT 1DP-2250' DS -5 -�50� 8.31. 11.0' LT TOP DS-6 STA 109+86.31, 125.0' LT TOP -22.00' I S-8 i 5TA 110+/3.0/ TOP - 23.25' �'-!S,TTA.111ry11+15.00. 14' LT "-STA. 111+16.34. 14' LT 6' TEE, WGV & FIRE HYD ASSEMBLY i1, STA. 1J1+65.99 i H.N. LL 24./0 j i i Ij j TIC8!i-CONTw�CToIt TC DEFLECT STA 113+88.36. 11.0' RT I ! gal cla M. MINIMUM 3 LF TOP -22.50' 'ROM DRAINAGE STRUCTURE rn •� to DS -B i j 1 3 STA 113+66.36. 11.0- LT } i L322708 TOP -22. DS -9 � I A 1131 68.14, 16.83' LT STA, 113+88.38. 127.5' LT J v • 11.25 BEND ': TOP -22.00' o n MATCHLINE A -A (SEE BELOW THIS PAGE) I/ SCH U LKE B ITTLE & STOD DARD L. L. C. 'THE DRAWINGS ARE THE PROPERTY OF THE ENGINEER. DRAIMNG 4051 -CONST MARK REVIS/ON DATE \ WHETHER THE PROJECT FOR DESIGNED J.B.B. 1 REVISED PER SEBASTIAN 6/25/15 Cl14L & STRUCTURAL ENGINEERING - LAND PLANNING ' ENVIRONMENTAL PERMITTING PROFILES WHICH THEY ARE MADE IS EXECUTED OR NOT. COPY OR USE FOR OTHER PROJECTS IS PERMITTED ONLY BY DRAWN J.B.B. 2 REVISED PER IRC UTILITY 7/15/15 CERTIFICATION OF AUTHORIZATION NO.: 00008668 WRITTEN CONTRACT WITH THE ENGINEER, UNAUTHORIZED CHECKED J.B.B. 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 USE WILL PURSUANT TBETHESECUTED SCALE 1"= 50' TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL: info osbsengineers.com COPYRIGHT LAWS. DATE 3/10/15 ' LANDSCAPE MATERIAL STANDARDS & NOTES 1/2- DIA RUBBER HOSE W/ (1) QUALITY. PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS OUBLE STRAND OF 12 GA. GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PART I AND Q GALV WIRE AND MINIMUM PART II, STATE OF FLORIDA. 3 GUYS PER TREE. (2) TREES (A) TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN TWENTY (20)FEET WHITE FLAGS ON EACH WIRE n \ OR GROUPED TO FORM THE EQUIVALENT OF A TWENTY (20) FEET MATURE SPREAD OF CROWN. LEGEND (B) ALL TREES SHALL BE SPECIES WHICH CAN BE MAINTAINED WITH OVER 6 FEET OF CLEAR TRUNK SPACE. SET TOP OF ROOTBALL FLUSH WITH _ (C) PALMS SHALL BE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN DE WHEN SETTLED. THIRTY-FIVE (35) PERCENT OF THE TOTAL NEW TREE REQUIREMENT. (1 PALM = 1 TREE) ) O NO TREE SHALL SURROUNDING GRADE SET DEEPER THAN DENOTES PALM CLUSTER (D) TREE SPECIES SHALL BEA MINIMUM OF TWELVE f 121 FEET OVERALL IN HEIGHT AND HAVE A MIN. 5' CLEAR THE GRADE IN WHICH IT WAS GROWN. (CLUSTER OF 3), ADONIDIA PALM, ALEXANDER PALM, OR TRUNK SPACE AND 1-1/2" DIAMETER AT THE TIME OF PLANTING. OTHER SUITABLE PALM (3) GRASS /GROUND COVER: 48" DIA x 3" DEEP DENOTES PROPOSED TREE - LIVE OAK, LAUREL OAK, ALL UN -PAVED AREAS EXCEPT PLANTERS, MULCHED LANDSCAPE BEDS, TO BE SODDED (FLORATAM). ALL UNPAVED MULCH RING SLASH PINE, OR OTHER APPROVED TREE AREAS OTHER THAN GRASSED AREAS SHALL BE COVERED W/ MULCH OR SUITABLE NON -LIVING OR VEGETATIVE TOP OF GRASS FLUSH (3) PALM CLUSTER MAY SUBSTITUTE FOR ONE TREE. GRAPHIC SCALE GROUND COVER. (4) SHRUBS! HEDGES: WITH TOP OF MULCH DENOTES PROPOSED UNDERSTORY TREE -WAX MYRTLE, �' 10' 20' 40' (A) SHRUBS & HEDGES SHALL BE A MIN. OF 24" AT PLANTING, AND SHALL ATTAIN A MATURE HEIGHT " - " ' '.'^ "- - CREPE MYRTLE, BOTTLE BRUSH, OR OTHER OF 36"MIN.APPROVED ;: " ;•: _ Al fl000000DENOTES PROPOSED HEDGE E SHRUB 30" Q.G. (B) HEDGES AT SOUTH & WEST PROPERTY LINES SHALL BE PLANTED AT A MINIMUM OF 3' HEIGHT INSTALL ALL TREES - W/ ON THE PROPOSED 1' BERM AS MEASURED FROM FINISHED ROAD & SHALL REACH A HEIGHT OF 4'+1' BERM ©: G' MILORGANITE OR LIGUSTRUM, VIBERNUM, OLEANDER, ELEAGNUS,IN FEET - AGRIFORM TABLETS OR OTHER APPROVED SHRUB. HEGDE SHALL w WITHIN 1 YEAR TO FORMA 690% OPAQUE FEATURE. (HEDGE SHALL BE VIBURNUM AWABUKI.) BE VIBURNUM AWABUKI AT WEST AND SOUTH P.L., 1 inch = 20 it (C) HEDGES SHALL BE PLANTED AT A MIN. OF 30" O.C. AT PROPERTY LINES,. _ UNLESS A SUITABLE ATERNATIVE IS APPROVED (5) IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: BACKFILL WITH CLEAN PLANTING BY ENGINEER AND CITY. (A) GRASS AREA SHALL BE IN HIGH USAGE ZONES. OIL AND WATER THOROUGHLY © DENOTES PROPOSED SHRUB OR VINE -LIGUSTRUM, ViBERNUM (B) TREES & SHRUBS SHALL BE IN LOW USAGE ZONES. AT TIME OF PLANTING. (6) CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE BUILDING DEPT. FOR APPROVAL. DIAMETER OF HOLE SHALL BE OLEANDER OR OTHER APPROVED (7) THERE SHALLBE A MIN. OF FIVE (5) DIFFERENT SPECIES OF TREES AND NO SPECIES SHALL MAKE UP MORE MIN TWICE DIA OF ROOTBALL SHRUB OR VINE THAN 50% OF PROPOSED TREES. TYPICAL TREE PLANTING DETAIL nal (8) THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, STREET LIGHTS AND SIGNS SUCH THAT ALL SIGNAGE IS EASILY SEEN AND LIGHTINGIS FUNCTIONING FOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS N.T.S. REQUIREMENT. (9) THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ENGINEER, A LIST AND PLAN OF THE PROPOSED (5)2x4x16" BATTENS COVERED VEGETATION/PLANTINGS TO BE USED TO MEET THE REQUIREMENTS OF THE CITY CODE, AS REFLECTED ON THIS WITH 5 LAYERS OF BURLAP AND PLAN. SUGGESTED VEGETATION TO BE INCORPORATED IN THIS PROJECT ARE AS FOLLOWS: SECURED WITH 3/4" HIGH CARBON STEEL BANDS TO HOLD BATTENS PROBABLE TREE COMPOSITION PROBABLE HEDGE/SHRUB COMPOSITION IN PLACE DURING PLANTING AND TREE PROTECTION BARRIER SLASH PINE *1*2 BOTTLE BRUSH WAX MYRTLE *1 SILVER BUTTONWOOD *1*2 GUARANTEE PERIOD. MAPLE TREES LAURAL OAK *1*2 LIGUSTRUM *2 SAW PALMETTO *1 NAIL WOOD BRACES TO BATTENS. NTS NATIVE PALM TREES *1'2 SYCAMORE OLEANDER *2 SCRUB PALMETTO *1*2 FIRST PLANT SETBACK 8" LIVE OAK* 1*2 DAHOON HOLLY*1*2 AMERICAN HOLLY *1*2 VIBURNUM *1 FROM EDGE OF WALK (3)2x4 WOOD BRACES STANDARD EXISTING TREE STOPPERS *1*2 YAUPON HOLLY *1 *2 BOUGAINVILLAEA*2 ROSEMARY*1*2 TO ALLOW FOR GROWTH. 8' LENGTH OR OTHER LENGTH AS MASONS STRING W/ SOUTHERN JUNIPER*1*2 CRAPE MYRTLE *2 "UPON HOLLY*1*2 DIRECTED BY THE LANDSCAPE ARCHITECT. TRUNK DIAMETER MAGNOLIA *1 *2 VARIES FLAGGED RIBBON PROBABLE GROUND COVER 18" 18" 18" 18" CONTINUOUS AROUND EXISTING TREE CONTINUOUS 3" LAYER OF MULCH. DWARF JASMINE MEXICAN BLUEBELL *1'2 LIRIOPE O.C. O.C. O.C. O.C. 3" MULCH RING BARRIER 2 ROWS TRUNK DIAMETER MORNING GLORY *1*2 DAY LILY *1*2 FOUNTAIN GRASS o TOP OF MULCH 2" BELOW TOP OF SLAB. VARIES CREEPERS*1*2 VIRGINIA CREEPER*1*2 DWARF LANTANA*1*2 FERTILIZE WITH OSMOCOTE AS FERTILIZE WITH OSMOCOTE PER MFG RECOMMENDATIONS AS PER MFG RECOMMENDATIONS '1 THESE PLANTS ARE NATIVE TO FLORIDA 12-12-12,6 MONTH FORMULA / ,yq�I� o o 12-12-12, 6 MONTH FORMULA omir DRAUGHT TOLERANT. *2 THESE PLANTS ARE RATED VERY :::: ::: ::: ::::::: ::::: .::::... .. 2.0 ' ifs,.,. ,, -, c, ,i' ;' any^^.',<,..FFr. J.:'...'11 �•-. ,..�_ •.` _.�.:�_.,• 41 .-F^ BACKFILL BETWEEN PLANTS WITH t'= MASONS STRING W % ALL VEGETATION SHALL BE NATIVE DRAUGHT TOLERANT SPECIES. �'r 6 PREPARED PLANTING SOIL `,Y ,. 6 - 2X2 S 4' O.C. PLACED / _ . HEISTING TREES WILL BE PRESERVED WHEN FEASIBLE AT THE DISCRETION OF THE OWNER. ' Z 2X4X24' STAKE PAD FLAGGED RIBBON 6' - 2x2'S 4' O.C. PLACED 1 SEE LANDSCAPE SPECS 60 40 AT TREE DRIP LINE, OR AT in y AT TREE DRIP LINE, OR AT 150 6 0+ ( ) / a BURIED 3 BELOW GRADE EDGE OF EXISTING PROPOSED CONTINUOUS AROUND �� EDGE OF EXISTING/PROPOSED SOIL MIX, SAND /MUCK. FILL AROUND BALL PAVEMENT (AS REQUIRED) BARRIER 2 ROWS rp PAVEMENT (AS REQUIRED) LANDSCAPE REQUIREMENTS TREES HEDGE/SHRUBS TYPICAL G R O U N D C O VE R PLANTING DETAIL WITH SAND ; in 1. ABUTTINGPROPERTIES TR ES N.T.S. PALM PLANTING DETAIL PLAN VIEW SOUTH- 489 LF X 1 TREE/35 LF 14 489 LF = 196 SHRUBS @ 30" O.C. WEST- 1027 LF X 1 TREE/35 LF 29 1027 LF = 410 SHRUBS @ 30" O.C. N.T.S. NTS ELEVATION 2. ADJ. TO ROAD RNV NTS BOB CIRCLE -160 LF X 1 TREE/25 LF 6 160 LF = 64 SHRUBS @ 30" O.C. PROVIDE ADDITIONAL OAK TREES AT NOTE: CONTRACTOR MAY SUBSTITUTE MAIN STREET- 560 LF X 1 TREE/25 LF 22 560 LF = 224 SHRUBS @ 30" O.C.6' HEIGHT CONTINUOUS CHAIN - EVERY 18't BEHIND CLUBHOUSE POOL POWERLINE ROAD -1161 LF X 1 TREE/25 LF 46 1,161 LF = 464 SHRUBS @ 30" O.C. LINK FENCING FOR HORIZONTAL ADDITIONAL TREES ARE TO BE RELOCATED BRACING AS AN OPTION. 3. ADJ OFF-STREET PARKING FROM THE OPEN SPACE TREE REQUIREMENT 30 PARKING SPACES X 1 TREE/5 SPACES 6 4. OPEN SPACE = 269,636 SF - 62,625 SF (LAKES)- 33,970 (BUFFER)= 173,041 SF X 1 TREE/2000 SF 87 210 3 397 LF - 1 358 SHRUBS 589'59'49"E (M) ~ 22'w" % ��` J V LAND USE: LOW DENSITY I �- �� �, as \ A• �, 7.46' o +° Q� / `� \ \ LANDSCAPING POINT CALCULATIONS ZONING: RS -10 Q o \ \ �� GP R= 25.00 ZONING: RS -10 \ \ LAND USE: LOW DENSITY R �'��' \�v`P \ FOU D BOB CIRCLE _ t o, ° " 'X - (A IOPTIONS POINTS o a o o ,, J ��' 20'58 17 LAND USE: LOW DENSITY \ F Z MOISTURE SENSING CONTROLLER j. 5 1i$ rn o y / (3w + �9 F =45.75 M \ \ \ - DROUGHT TOLERANT SPECIES FOUND 5/8"IRC \ y��\ PLS 13435 TEL GWyo o / g 59 ' RHD=45.50' REED FOUND3916 CM I 11PP �- N00 04 3_6 289.10 i� WPP \ \ \ PLS 3435 o _ $ ip r -SF SF SF SF SF SF SF SE \ A. 51%-100% TREES 10 POINTS \ D4 Wt/ �j {! / F! IU.4 x4 C . WM \ FIBER 0 0 9.75'E. OF S.E. WM - - - - - - - 1 2"IR 1 % WELL TEL N �Q70 OAK "REED -3916" TIC \ �q� B. 25/0-50% SHRUBS 5 POINTS COR. BLOCK 7 CA TER" / ® 2✓ PINE 16" ALM EXTRA SHADE/CANOPY TREES • , „ , FD PK/D 4. N89.46'58"W V r.. \ O ° N00 07 24 E 362.93 CARTER' FGAR XER"CM 34.71' S'OAKrrFOUND 4x4 CM TRACT F \ s \ Gyc (40% EXTRA -EXISTING TREES) 10 POINTS - FOUND 4x4 ��� : REED 3916 \ S sF SF r -T SF\.�t::.\\te t\\ �.\\�\\sem\ \\\\\ CM (NO cAP N00012'21 'E 302.16' mm 16"PA LM I •20 PALMna TOTAL ........... 30 POINTS 00 ` - SF lP �m ,. ___!IF_' SF IC: At - !C 2 L6' LANDSCAPE 16'PALM 2(/PALM I \ \ \ ���i� LANDSCAPE 8 PINE 6' LANDSCAPE • 8 PI L$ EASEMENT • fS P/_M �3 PINE. EASEMENT _ - • 12 PALA �/ E 10 -PINE. _ • ' l f 0 PINE CEMENT A Mr - _ - , r - - - , I PINE. 6PINE INE r--- -I r ----I r -I r---� r14PlNE• , r---� I----� r---�BPVE---� r---� 1rPlNE r �.�PINE r----' r----� r---�-- O'� I I I I I I I I I• UTILITY I I I I I Li E �• N I I 6 P/!IE I I I I I l i I I I EASIRAIIN E I� PALM I I �MEN"IINE "E PINE \ I I I I I I I o12 1210S INE �T�E°sE----i f-- I I I 116 PA 1� •6 Ply I I I I I I I 8" I I I I I I I I I PA I I Il PALM FOUND 4x4P'2� \\\ R=65�.OQ " w I 7 I I 8 I, 9 I I I s'�iNE• I I .'��'"'E I! 12 I I 13 I I 14 .b THE I I 16 I I I2PINEJ I 18 t -1/,S ;NE I I 20 I I 21 112� M.. 23 I 4 I 125 I RIGHT 3916 AY \,, o_ 19 33 06 6 PINE 11? ¢lNE 6 "PINE. IP.C., L-221.81 6//'E) ( I I I I J22 PALM I 1•• 12 PINE I I 12 PINE I I I ( 8 PINE' '9 �.6 P1Nf I I I I I I I I 30 PALM 14I'ALM I I 4! , 6PINE \ $Q• \ CHD=220.73' (� 6 PINE• •72 Pl .6 PINE � � ■10 PINE � I I, 6PINE IJ 0. PINE `1� L � � J \ \ C.B.=S54!50' 14"W 10 PINE � � � � � � 10 PINE I I � 1� \ \ I I I I I I I I 5' UTILITY I I 5 PINE, I I I I 8 PINE 6 PINE ( I .8 PINE I I I . M T I I 8 PINE• I I I I I I I I I I I I I I 5' LrrILTIY I I I ^ �• \ \ L ---J L 1 � ">~---I -----I L_-- ----� ----I L--- 6'. E•, _-J L ---J �-------I L----� I ---- ------I L EASEMENT f - -- -14 R4EAE_#p Ilq�t�2 OAK ijo"OAKI 10 PINE _ Pte- 12'M IR J {- F o rirvc 1B rb 1f 14 1d I!� ffi ffi ffi 1C id ffi \ ' • , 0 OAK ,r2PwE i - - ' R o,�,E i �\ Ilk / \\ BENCHMARK e • 4 OAK 6 PINE 16'P v; \ EXISTING CATCH BASIN _ ,12 PINE "FRACT B 26 \\ ELEVATION 17.77' NAVD 1988 "s`20AK r� 24PNE• QQom�' C 24 t-13 OAK = I � 6PINE ru r�nc ST CIFCLE ®` / \ HYD \ \ NDIVA RIVER .77' AVD 1 HI 8 '� 8 PINF • . •8 PINE BPINE •10 PINE SpND_�RE L _ _ _ / - - - --- BM154007 �■ _ I _ r �, �e > r� \ \ T- - - - - �" I » • " B P1/VV�-fi�.��"'PlAE"-6111NE--6"PINF- \ \6 PINE\ wv \ r EXISTING CATCH BASIN 5. K. • I 4 PINE 5 UTILITY 1 10 PINE: r 8 PINE • 8 P! 1 r \ \ 1 _ w 6 OA EASEMENT 5E�UMIE �` 6PINE r --� r r EASEMENT 'U' "z" EX \ o w ( w ( I ..4" K" I( I I (� PINE NT I I I I 5' U77LffY / 27 ` / 1 1 GRATE -1 0 to z 46 10A K5 OAK OAK 10 PINE' I 1 I I I I I I I I I (( I I I I f 6 PALM I I I\ 1O �� J gw 7AM O ""OAK QAKSX3 �I L, 7 10 PINE • 1 E �I I I� I� �I I� • \ y •/PSE /� \ t� ` -'� n\ Ui I� I I f iK I 4 OA OAK 1 I 1 1 P/NE I I 1 .' E I I 1 I I 11 I I\ \ / /� \ \ > U= \ FOUND 4x4 CM iq - - - - z _ .10P51 52 534E � 56 57 59 62 \ \ (BROKE) (NO CAP) ---- s I I o�NE I I I I I I 1 NE %!l�E I I I I I I I I 60 I I 61 I I 63 I I 64 ( \ 1` \ P// \ ��"yJJ' \ \ \\ �° z PAT .C.C. IGHT OF WAY 14 PAL / ^� 0 30 "OAK \ b \ r' I I I t�NE. I I I� I I I I I I I I I I °� I I I I I I ( I I I 12 P1IlE I I •f0 PINE I I I I I I I I I 110' DRAINAGE I I I / pV�` PAL • A M 20 P /1 \ \ \ 10' NAGE NE . _ I 5 I ( I I I 5' D NAGE I I I "PINE I I EASEMENT 6PINE• I PINE•� P/N� �MENT I I I I I I I I I I I I EASEMENT ( I I A F�2 1" LM• p - - -y . 1 5 RA NAGE 4 1 PA � • • f 6 PAL 18 PALM EASEMENT 5 REMENT - - - 18PALM / Q o I,100AF 5 , - -J L� _J L----� �----J I----- --I L-�-J L ---J L___J L ---J L J L� -J L----- _-J (-----� � ti,�'�M / �- 6 K 4 0 -- -t- I/A �UPINE- �20" ALMaT. \ \ / / /1 "PALM• 4 "O/,1 r !A<'i ;�'. I ffi !$ � i �J.}B.:FM/i u r,rvc• ,3' ffi 1C .E ffi m bl � t^�jG `}7 \ S / \ \ \ \ o •6 Q J " K. K • 1 PINE 8 PINE I �F "'1 �� \ / N / 16'ieALM. \ \ • �. -T_w �- OA i4 12"PINE- 10�P/NE ' AK B PINE 16 PALM \ 10-p \ \ \ \ \ z z ( I 8 : •1i ' 10 PINE • TRACT C 10 PINE . I� 4 I 5 0 OAK = f4 PALM \ \ 16 PAL14Y \ \ O w 10 v • 14"PINE 1A \\ . " ALI� o I I Iii 1 •10"PINE TRACT A 6PINE • L- - - - - 1- STORMWATER MANAGEMENT ;-PINE ' 10" INE SE \ 5 \\ \ T-----s-� I .roPINE NORMAL WATER EL = 19.0 F� `� •1 18 FINE• �`iNE •6 PINE • 12 PINE \ \ \ \ �y�?" 10' DRAINAGE 16 3� u1LM . \ \ \ 3 I ILM �EASE� \ / / / 1 AL \ \ I 1 � - �!• `�' F � 4 � � pt- � � � � � � � i -i- R >tl � �' i \` � 4"fNE \ � w r-_-_� __--I r -_--I I--___- __T6 AIC , r---, r---, r_--, r_--� ---- -_---1 r-_-- --_-1 r---, r _-, r__--� r_---' V \ Pf 1 LM' \ y T5' DRAINAGE 5' DRAINAGE t15' DRAINAGE 5' .NAGE 12 OA , 1 �PAS"Pl zI I I I I `EASEMENT I I I I I 10' DRAINAGEI I EASEMENT I I I I I I I EASEMENT I I I I 10' DRAINAGE) I I I EMENT I I I I . •l �K � u. PIN NE ^I z 2 I i LEASEMENT I LEASEMENT 12 PALM \ 't` \ ' k I I I I \ ` .4 PINE / E \\ \ owl I I I I I I I I I I I I I I I I I I I I I I I I •8 Pl E ` ��, PINE' P! E 11 owI I I I I I I 48 I I 47 I I 46 11 45 I I 44 I I 43 I I 42 I I 41 I I 40 I I 39 I I 1137 I I 36 I I 'O PINE) I 34 I I 33 I \ y� �- / INE \ "E \. •)0 //� �" ��X%PINE 4 PINE '4p SQ. • L=___�-J I I I I I I I I I I I I LM I I I I I I I TRACT G \�/ 4" PJNE IN \ kg 6PINE L� a / \.7 PINE N I �� I� 1� I I I� �� �� i� �� 1� �� I 1I �� �� �� \ 51/ I� I I I I CQN IS I I 5' UtILITY I I I I I I I I I I I I I I i t 5' UTILITY I I I I 1 1 I I I I I I 5' Ung I I I "E •6PINE 6 PIN '- .8"PlNE w 4 SIDEWALK z PINE EASEMENT .10 PINE 4 SIDEWALK EASEMENT - - 78 PALM 4 SIDENfALK EASEMENT .6"PlNEjO E p/ I � �N�-_JL=JL __JL__---JL_--IL _J L_ - - _ JL_-_1oP1L--J--JL---J l� .6PINEF%Sr '" I I I �- I " N/NE. / 6 rP �NE 1I1 /N! •" �XSb "4dK I ` j a,r.. .. ..... ...... _ l 6PINE / ��• E P E 7 OAK• " I //��, ti " �, Y u ,I : Y 1� E / !N " lNE �� 7 PINE• PC1 p�(a�. 8 J ' u g�% " - ANDQx+}•144 PPALp,I%�� 141PALM .14 PALM _ .4 PINE 5/ 6 PINES ' � P1fy1 T D35 UTILITY I \ -b- 12 PISY'' - T B •f2 Fi4LM EASEMENTQ%`71 VIf1VLG •12'P1NETtrn. l �J + 18 PAL �' <' °� t•� n`q,u t2 PglAf �+ 6"- i INf CLUSTER 8 PINE' 4 P1NE'4 CB PINEF'o8 P/tJ c� STATIONS," s -- - - R . I u hr 4 E. I CT H �� -PINE(i) FO r' y' . F �' ,r. �? 6 PINE. o_ 4 NE(� ,.N,� PINE 9F SF 3E:611, - ++r- - U 'Z / Sf .7 \l SF . • 1F" •�/ SF+6T�� SF - SC' .. " -� ,= SFS >I� i' _ -�" ? 1 .. C 4 �. _ ..� 024 OA �.,- .�',,,,� • :.� � _ _ • > 4'OAK �� c� r� v` � c� ■ � - `'' - � � .� a� 6.' c� •�j . . , O 'O � 4_! �O 's � � '2 c� .�? O �' _• .� .•. e� � �_ `,4 e� �• ��5. >r's? .'' � r'�., o'a r'`? :.. A e? c? s •c, ;:::: aP r� >, • s ? . [�- • O • y 'v` r .O v ,r. A .r cam- •v` •� O c? t r Cm `�. �o �o CONST• �o r'o r' 6 �o �o �o `'o �o' F�vNp 4; 6 t'o `rm. ,00� �a _ 3g rn. 120'bn.70' •'� '. �'��. = .a. 6r,_ 5 SIDEWALK R 80' INDIAN F CONSERI R=196Q.0. 52 L=205.17' CHD=205.08' C.B.=S67'36'43"W NOTE: P.R.C. COMPS. NON-TANGEN USING FOUND CONTROL. FOUND 4x4 CM LB -6840 AT RIGHT OF WAY < F � LLI N F O m U S to W W CL a in 0 S S Q � a g19 (6 m ■w 2 W W 0 0 o v vii o U =WWQUU- 14 mwa �Fa��•ONw CL I:z za�1oowo�m" xx _ w� U owxx�wwZZ3mo; wo��'ww°•kaw�a w�0 \d33w�N3c�i f ■ U ci -Z /EN61NEQ2 CEIVinCAllom ❑ JO§Erq W. SC UJT J a R=20,e J00 8. BITTL.E J Q ❑ P. STODDARD EG. N0. DATE I JUL 36'20151 0 c L=77. ` >�� LL. n 0 -: CHD- o 0 - ` p W o �o�. C.B.=f C9 m Q zZ0� zo W W Ujv 11;KI­-> / Z ,� WPP o s •� v rn. W 2.00- O00'19.98' 11-- Cz LL w N 19.98, W oo ti >Im I- U m LL Z LL- ry W } < F � LLI N F O m U S to W W CL a in 0 S S Q � a g19 (6 m ■w 2 W W 0 0 o v vii o U =WWQUU- 14 mwa �Fa��•ONw CL I:z za�1oowo�m" xx _ w� U owxx�wwZZ3mo; wo��'ww°•kaw�a w�0 \d33w�N3c�i f ■ U ci -Z /EN61NEQ2 CEIVinCAllom ❑ JO§Erq W. SC UJT J a M� J00 8. BITTL.E J Q ❑ P. STODDARD EG. N0. DATE I JUL 36'20151 0 c SHEET O no COE 1,00 LL. n 0 00 Z o o 0 - Q W o W J O C9 m Q zZ0� zo W W Ujv 11;KI­-> / Z ,� o Wo W Q 11-- Cz LL w N _J W oo ti >Im I- U m LL Z LL- ry W } Z t Z N I � U �W U) J /EN61NEQ2 CEIVinCAllom ❑ JO§Erq W. SC UJT N0. 47048 J00 8. BITTL.E NO. 57396 ❑ P. STODDARD EG. N0. DATE I JUL 36'20151 SHEET 9 PROJECT NO. J ` 14-051 % 20 18EXIST.— 18 ...� ..,,.... X18 _18 IST. .GRADE... _ - _,.,.,�:�....�.�.:. XI - ,�,�_�EX .., SWALEI "" EXISC�GRADE _ �. _. .. .. �.. 16 - - - .- _d 16 16.,x._..:. ... EXIST. 6 _, .. � , _- _ —14 DITcF1. 14 R - , TRACT B LATS 1 POWERLINE ROAD R.O.W. 1 SECTION H J & w S/D SECTION G J & W S/D CONST. 2' PLAT BOOK 14, (� PLAT BOOK 14, R 35 TYPE 'F' CURB 5' 4' ! _ A PG. 56 SANDCREST SUBDIVISION %� _ � I _ � PG. 56 _ _ TRACT ..F' _ -_ SANDCREST LOTS Ii _ ! CONSTRUCT V V 2' TYPE 'F' CURB �. SMAx MAX L . E_, .._ 4 �_ 10 _�_ - 10 L . 9' 10, y 2' 10' - - 10' EXISTING SWALE 2% 10' PAVED 10' PAVED SLOPE 5 TO BE REMOVED 12 TURN LAN EXIST. l 1.5' S/W - 3' 2' 24' WIDE EXISTING .PAVED ROAD , I I —G SLOPE., 3 _ _ , - - 10' SINGLE f - - - _ - - - - FAMILY - 1.5' -- _ RESIDENCE" 2 ROAD ROAD 2 4 - TO BE RE RADED 2 SLO 7 . 1. 28 a.,,.—:..n,.,,..::.....-.,.,......, ..20.1. A.N _ .. _ . F.F.E. 24.6 26 �._. _� v .,_ ,.:, ._. , 28 _ 28 .. . �. G FAMILY -� {. —' .. ,a:� ...�, � —SINGLE _,. _�__•..,, ..,.. N FAMILY ,... �...-... � .,-., �.�.....�.,..,..... 24 - �. 2 M .�.. _ . -. - .,,_ - .. �, 10.1 26 . ,.. , _. ,. 9.1 4. 26 - RESIDENCE F.F.Er24.4 -- RESIDENCE FF.E. 2 8�_._--- - '- - _ _ »..,..,..e,.,,,....,.., 2 � . _.—._ ......_ ... �22 _. �q a 4 24 v: .»¢ m.�. g _ _. _» ��. rcH EXIST � ,. 1 -20 22 22 22 0 -- m. - w EXISI: -GRADE- .. �. .,.:..-a �..., EXIST. GRADE .:...,....�... 3.1 R � �FtADE X18 EXIST: GRADE 8 o _ - .�._.__ =-GRAD 18 18,—EXIST. .GRADE . _w - _ - IXISTz GRADE - 18 .._ .__.. .....16 - ._- �.—,.-...._.. � ,,...:.. GRADE :..........m.. - _ EXIST. 14 - — -�s SECTION P 1 /ENGIN R CER11FICA110N� W. SCHULKE . NO. 47048 B. BITTLE G,NO. 57396 fA�rL .AI P. STODDARD III O 15 r SHEAT 10 PROJECT NO. 14 � .- _ F.Y. _ l.14-051 SPECIFICATIONS - CLEARING/GRADINGIPAVINGIDRAINAGENfiI( ITY CONSTRUCTION � / � GENERAL � � IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE D ITS DEPARTMENT LATEST REVISIONS, BE USED FDOT S I D EWAL K DETAILS PER INDEX'S 304 310 WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS D THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND I MATCH EXISTING PAVEMENT Q N \ PERSONNEL, SUCH WORDING IS INTENDED N T REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD UNIFORM CROSS SLOPE TO MATCH LO N SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS' FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE EXISTING AND UNIFORM GRADE PARALLEL REMOVE EXIST. THICKNESS. CONSTRUCT D.O.T. Q � 'FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED t0 TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO, 0.02 -' 510 TO ROADWAY TO MATCH PAVEMENT TYPE SP 9.5 ASPHALTIC ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE 02 \ MAX Q 'v%j ELEVATIONS AT LIMITS OF WORK /� CONCRETE SURFACE; PRIME CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. _1 pt, Q S/ 1 /--� COAT ALL SURFACES AND EDGES THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO I co" 5'CD ��(Q'le O% YYY PRIOR TO SURFACING PROPERLY TEST AND INSPECT THE COMPLETED WORK \ BACK OF SIDEWALK �! OMIT JOINTS ON ` ��, l�C THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY 1 CURB RAMPS ,5 1 (� SAWCUT TO A STRAIGHT 6" 1" SP 9.5 (T.L. 'C') Z CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 1 ALIGNMENT VARIATIONS c�. �N c 'Q@ AND TRUE EDGE MIN F N CLEARING/GR I FOR BACK OF SIDEWALK UBBING �, N m ` 0.0 / TURNOUT OR ?" ' '-;_ 1-1/2"TYPE SP 12.5 .L.'C' THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING j CURB OR BUFFER TRANSITIONS I I I/ SIDE STREET �9q, ms's .ten �► =� �' (T ) 1 10 K O ..:: •. ... w. Z 1 m FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, 4' AND FOR RAMP AND SIDEWALK %jr /• / f;, ,:?„r` r.!✓....;,, a.;. •, :,. � ' °1 t.;a, .a,,� UTILITY STRIP G' 'gar * a 8"COQUINA SHELL COMPACTED TO w U AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS_ CURB OPTIONS SEE FDOTppp �QA GQ 5, G,p_ fry x ua kt 98% MAX. DENSITY (AASHTO T-180) $ N GRADING s� 1.12 \� DESIGN INDEX # 304 SHEET 4 / S c (F "9 �a ;4.,,Tkr r + r THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 FT.+_ pRppp N RAMP AND SIDEWALK CURB �� p/ �Q 5(O ti, y ..11 cr ww w THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD Im O� ` • y ='; ;` v a, z : p", EMBANKMENTS WITHIN THE LIMITS DEP N p 4', MAY BE REDUCED TO 3' O Q ' ` tr-(/ 1;;`;,~; �,. , . ,). "° , , , t ; sy,.;, 12"STABILIZED SUBGRADE (FBV 50) DEPICTED I THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT / IN RESTRICTED O "� 6S..r.. ':`� - 98%COMPACTION AASHTO T-180 CLOSE-OUT, AND MUST RE-GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST T ICTEDCONDITIONSWHEN LINEAR SIDEWALK RAMPS Qy ,ten. rlSr ,, F • "°;.: ,•'.,: „y ;;.,, ;� . ;, ( ) w w �. G1 �ijjNlt ,1, .r1 . MIXED TO A HOMOGENEOUS MATERIAL w IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. �gpPROVED BY THE ENGINEER I. y N y- O REMOVE EXISTING BACKFILL MATERIAL .. . o 2 2'R �/ CR 15 � a S SOD: 112 \ o 0I 0 _ e� AND GRADE UNIFORMLY TO RECEIVE 12"MIN. ' 1 t � , ,_ Lw SOD SHALL BE ST. AUGUSTINE OR ARGENTINE BAHIA- AS NOTED ON THE LANDSCAPE PLANS OR CONTRACT DOCUMENTS. SOD SHALL BE WELL MATTED WITH ROOTS AND 1 1:12 0l - - O/Q THICK COQUINA BASE COMPACTED TO 100% -FILoL COMPACTED TO Ix SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE 2' MIN, FULL 1:12 N 2' MIN. FULL 1 t 98% MAX. DENSITY REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, HEIGHT CURB c HEIGHT CURB r OF MAXIMUM DRY DENSITY AASHTO T-180 WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE 1:12 \- 2' LANDING & - k UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. WHEN CROSSWALK MARKING ARE REQUIRED, RAMP "V EXIST PAVEMENT NEW PAVEMENT _ ck - N RUNS MUST FALL WITHIN CROSSWALK LIMITS AND --�k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n In I m m m 0 MATERIAL: UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE 'TYPE 2 MATERIAL": MARKINGS OF A MARKED CROSSWALK. IF NO EXTEND OUTSIDE THE RETURN LINEAR PEDESTRIAN TRAFFIC AND LANDING DEPTH ARE Iri A 17 COMPACTION: 12' COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (PAVED ARE T-180). CROSSWALK MARKINGS ARE PRESENT, THE LOWER LANDING NOT REQUIRED AT DRIVEWAYS, in -MIN. 100% MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS ®CROSSWALK WIDTHS AND CONFIGURATION VARY; ** COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION BOTTOM OF THE RAMP BEYOND THE CURB RAMP MUST CONFORM TO INDEX NO. 17344 AND 17346. PARKING LOTS, OR OTHER AREAS WITH RESTRICTED BY RIGHT OF WAY M (PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE. SHALL HAVE A CLEAR SPACE 48" MINIMUM OUTSIDE PAVEMENT CROSS-SLOPES LESS THAN EMBANKMENT AND BACKFILL MATERIAL: ACTIVE TRAFFIC LANES. 2%(0.02) TRENCH WIDTH W + 4' MIN. 2 W z TYPE I: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71A,GRADATION 67)-)a"TQNO. 4 SIEVE. TYPICAL PLACEMENT OF PUBLIC SIDEWALK CURB RAMPS AT CURBED SURFACE RESTORATION Z 3 v TYPE 2: SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL REMOVE 12" MIN. WIDTH OF Q Q Q W BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE RETURNS (FDOT INDEX 304) 12" MECHANICAL COMPACTION EXISTING ASPHALT AND BASEIK GREATER THAN 1}!5 INCHES IN DIAMETER. MIN_ NOT ALLOWED BELOW THIS TO A MIN. 2" DEPTH Q Q Q C=i VI Q TYPE 3: SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO. 200 SIEVE. LEVEL w o w STAKING / SUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAME EXISTING ASPHALT PROPOSED ASPHALT Z N = o CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. w - 6" MAX. LAYERS OR o `. REQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE STABILIZING OTHER APPROVED + -� BACKFILLED AND COMPACTED (MECHANICALLY) IN 12" LIFTS, AND THE EXISTING BASE PROPOSED BASE W'o a w STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OR L.B.R. AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN METHOD TO ACHIEVE Ix Z . ` - MAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTSr a n z w zo a 3 ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS 98°k COMPACTION - -'I I a o Z a w 5 SHALL BE 2 INCHES. w w= z a DETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL.11 J z o = BASE COURSE ; > IMAY BE UNCLASStFNITAL BACKFILL: TIED MAE 2 MTERtAL OBTAINED FROM COTERIAL SHALL BE SANDY NTRACTOR'S D w '`�'� a � w ~ o o _ w z m BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING I c M O I o w = 5 w o w w 3�� -HAND SHAPED TO PROVIDE FIRM BEDDING OFT I r' U I EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL - sem ^ w o -w w a _ FD,. a THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH y = _ w z N - secrloN 915 of THE srANDARD sPECIFICAnoNs. UNDISTURBED EXISTING SOIL FOR THE PIPE. IN THE �, I SHALL BE FREE FROM WOAD, ROOTS, HUMUS, PEAT, MUCK, AND LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH I I OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, LL �` ` \ / SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE JUDGEMENT OF THE ENGINEER, IF THE SOILS _1 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 ENCOUNTERED ARE UNSUITABLE TO ACT ASA _.j - \ F //1STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 1J� INCHES . w APPROVED PRIOR TO PRIME COAT. _� ` \ FOUNDATION FOR THE PIPE, THEN THE CONTRACTOR - I IN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4" v , SHALL EXCAVATE AND BACKFILL WITH CLASS'B' + I LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6- LIFTS TO A `a PRIME AND TACK COAT 1 POINT 12"ABOVE THE TOP OF PIPE. ........:"' ` PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. BEDDING MATERIAL, WHICH SHALL CONSIST OF • ),\ � I d vi EITHER: 4- LAYERS J '� I + NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL Zw ASPHALT CONCRETE SURFACE COURSE (a.cs.c.) - TYPE 1 BACKFILL: WELL GRADED CRUSHED AT 98°� -- - -1 ! BACKFILL. tF IN THE OPINfON QF THE ENGINEER, THE TYPE 2 FJCISTING SUB GRADE PROPOSED SUB GRADE TYPE SP 9.5 &TYPE SP 12.5 A.0.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330, AND 334 OF THE STONE OR CRUSHED GRAVEL PIPE _ tt MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT ■I�E E STANDARD SPECIFICATIONS. (ASTM C33-71A, _ 12" O.D.12 _ FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3 O O GRADATION 67)-" TO N0.4 SIEVE. ' MINIMUM DIMENSION CO U CEMENT CONCRETE PAVEMENT: BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF - ■ CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE II, CLASS I) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346 I RAMP LOCATION A B - TYPE 3 BACKFILL: SELECT GRANULAR SAND UNDISTURBED SAW-CUT .5 O TRENCH WIDTH MATERIAL WITH LESS THAN 3% FINES PASSING A NO. 200 SIEVE. W AND 350. PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS. MATERIAL, FREE OF ORGANICS WITH LESS THAN - SOIL N.Ts I AT OUTSWING DOOR 44" 60" 3% FINES PASSING THE NO. 200 SIEVE. NOTES: 'V1r MAX. WATER LEVEL � CM N CURB I AT INSWING/SLIDING DOOR 44" 48" dt� 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, ALLOWABLE DURING v Q ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. INDEX NO. 300. PROVIDE I NO DOORWAY 36" 36" �� PROVIDE APPROVED METHOD dF CONSTRUCTION. CONSTRUCTION - Z D "s CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. Q F.D.O.T. INDEX NO. 304. 6 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING W O TESTING . AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/Y MIN. THK.) co THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, NOTES: - �? 4_ COMPACTION PERCENTAGES SHOWN REFER TO AAS.H.T.O. T-180. BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. .Z � ' - SOD ADJACENT TO Q OD LL w 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE `.' `h �g BUILDING WALL 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH LOCAL -� s ALL MITERED ENDS Q j 0 THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA -t- F OR 6"x6" CURB PUBLIC WORKS / F.D.O.T. STANDARDS. � _ A. EMBANKMENT: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 5,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED, BUILDING CODE. !� 6. TRENCH WIDTH N1/" = PIPE O.D. PLUS 2'-0". In 0 O () AND AT ALL EXISTING PROOFROLLED EARTH SURFACES. F VARIES 8'MIN.) _ LIMITS �I E- B. SUBGRADE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR DETECTABLE WARNING _ �P i O Q '- CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING (SEE NOTE 10) al' {UNPAVED AREAS} 1y" SP-9.5 (MIN.) BUT SHALL LIMITS I OF O m J (MIN. OF 3 / 1 PER JOB) ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% MATCH EXISTING PAVEMENT SOD (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE RUNNING SLOPE AND 2% CROSS SLOPE. �� � THICKNESS, UP TO $Y2" (MAX). OF I O - Z O Q NECESSARY. �- - , TRENCH WIDTH W+4' MIN. C. BASE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR .�< 4,.}- REPLACEMENT LIMEROCK BASE SOD / W CLOSER (MIN. OF 3 / 1 PER JOB) 3. CHANGE IN ELEVATION WITHIN THE ACCESSIBLE ROUTE IS NOT TO � Q Vis, SURFACE RESTORATION IN 3 LIFTS AT 98% COMPACTION Z Z Lij (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE EXCEED & WITHOUT A CURB RAMP. ' ' N _ - O NECESSARY. s�p� Or` EXISTING MECHANICALLY SAW 6 - > co D. PIPE BACKFILL' DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 50 FT. INTERVALS, T ABOVE PIPE, 1' BELOW GRADE, MIN., F g� � Q 4. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR BASE EXISTING PAVEMENT MIN. I N ` O AND AT PIPE DEPTHS GREATER THAN 5 FT, AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL per'- E. STRUCTURES: A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE, AND WITHIN THE ROUTE SHALL BE 36" WIDE WITH A 60"x60" PASSING SPACE EVERY �� tI C1,__:._,/ Q E O "t' BACKFILL FOR EACH 12' LIFT, ADJACENT TO EACH STRUCTURE INSTALLED. 200 FEET. ti - -, _ I -"1 MECHANICAL COMPACTION O N I F. BUILDING PAD: AS SPECIFIED IN ARCHITECTURAL PLANS. - - NOTA OWED BELOW THIS G. CURB PADS - DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS. 5. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH t _ - _ Z. Zx , ' , , I _ - LEVEL LIMITS S \ I --- -- - Q = LLI LIMIT V O ~ O ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH v . I I .f . : ` rr� . _IM S I Q END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. s .;, ¢�`'� , s , f N' i SUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAME EDGE OF DRIVEWAY OF - CLEAN-UP .i _ `DETECTABLE 6" MAX. LAYERS OR .� . �` .a .' REQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE OR ROADWAY OF IT Z p N THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, 401.6 ° t ' -� I � ,- BACKFILLED AND COMPACTED (MECHANICALLY) IN 12" LIFTS, AND THE SOD �- 1 Z 0 � 6. THE ACCESSIBLE ROUTE IN FRONT OF PULL-IN PARKING SHALL BE WARNING OTHER APPROVED GRADED CONDITION. cU .. MAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE (SEE NOTE 10) METHOD TO ACHIEVE �' = W O DRAINAGE STRUCTURE SPECIFICATIONS OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS. �` , ' ` 98% COMPACTION M O SHALL BE 2 INCHES. < J STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT q �� R O BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING V INITIAL BACKFILL: TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, AND rM' ' 2 U Co LL OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, FY = 7• ANY WALK THAT CROSSES OR ADJOINS A VEHICULAR WAY NOT ` `�o �� MAYBE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S VARIES (8" MIN.) - W - 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE Y .o - HAND SHAPED TO PROVIDE FIRM BEDDING OF THE L.i.l SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS SHALL BE F �� UNDISTURBED EXISTING SOIL FOR THE PIPE. IN THE EXCAVATIONS AND APPROVED BY THE ENGINEERT. THIS MATERIAL ` 4J I- W ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND I ^ DEFINED BY A CONTINUOUS 36" WIDE DETECTABLE WARNING. JUDGEMENT OF THE ENGINEER, IF THE SOILS i� CONSTRUCT T CONCRETE : w � N PRECAST INLErsM1ANHOLEs ENCOUNTERED ARE UNSUITABLE TO ACT A$ A OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, -,.._ 4 EXTENSION PER FOOT W J O �, CNp ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FOOT DRAWINGS IN THE'FDOT ROADWAY AND 8. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" FOUNDATION FOR THE PIPE, THEN THE CONTRACTOR \� - STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 1}f2 INCHES """"'-'"' x:; y - TRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE / 1 1 �" INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL SHALL EXCAVATE AND BACKFILL WITH CLASS'B' \ j IN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4' -�1 DESIGN INDEX #273, Z srRENcrH AT 28-oars of aoao PSL RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.0 BEDDING MATERIAL, WHICH SHALL CONSIST OF \ I LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6" LIFTS TO A -----------! ----- -_-- �- FOR SIDE DRAINS IZ- O CULVERT PIPES 11-4.8. EITHER: /cc POINT 12" ABOVE THE TOP OF PIPE. CULVERT TYPE PER PLAN 'J D � INSTALL PIPE CULVERTS AND STORM SEWERS IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS AT THE LOCATIONS TYPE 1 BACKFILL: WELL GRADED CRUSHED 4" LAYERS -•� io \. - NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL SIDE DITCH GRADE DEPICTED IN THE PLANS. FURNISH AND INSTALL SANDTIGHT (WATERTIGHT 70 2 PSI) PIPE JOINTS AND PIPE/STRUCTURE JOINTS. ALL JOINTS SHALL BE GASKETED. o --__ N _-�- _,_-�����_--_�__-_; - ,�.�.-��.L._-.-._:w.--.,- , ::. Z REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN 9. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC STONE OR CRUSHED GRAVEL (ASTM C33-71A, AT 98 i6 __ _ - BACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2 _ (� _ N ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. ADS (CORRUGATED POLYETHYLENE) SHALL BE IN ACCORDANCE WITH SECTION 948-2.3 OF THE .- I MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT #4 BAR RIGHT-0F-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, �pQ� GRADATION 67) -" TO NO. SIEVE. PIPE t` STANDARD SPECIFICATIONS. SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304. 5 � 12" O.D. 12' FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3 - ti �,� - TYPE 3 BACKFILL: SELECT GRANULAR SAND48 BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC co J BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 4" LIFTS TO THE SPRINGLINE MAXIMUM 6" LIFTS, TO A POINT 12"ABOVE THE 'L`� �% ���'t�- MATERIAL, FREE OF ORGANICS WITH LESS THAN TRENCH WIDTH UNDISTURBED MATERIAL WITH LESS THAN 3°� FINES PASSING A NO. 200 SIEVE r - _ � •' , ..- - 6' W PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFILL, UNLESS OTHERWISE 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING S J5 3%FINES PASSING THE NO. 200 SIEVE. - SOIL-- U SPECIFIED IN THE PLANS OR BY THE ENGINEER. THE FULL WIDTH AND DEPTH OF THE RAMP Q-� 1 ��y9 NOTES: MAX. WATER LEVEL /i ~ 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, ALLOWABLE DURING �,/ ✓ C3 FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH DESIGN 11. DETECTABLE WARNINGS SHALL CONSIST OF TRUNCATED DOMES - CONSTRUCTION STANDARDS INDEX NUMBERS 201 & 280. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE DESIGN STANDARDS, INDEX 199. THE FABRIC PER LOCAL BUILDING CODE REQUIREMENTS AND FOOT . ; .11. -_ ;. �- PROVIDE APPROVED METHOD OF CONSTRUCTION. SHALL EXTEND A MINUMUM OF 12 INCHES (300 MM) BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND, IF A COUPLING BAND IS USED. THE FABRIC 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. SHALL HAVE A MINUMUM WIDTH OF 24 INCHES (600 MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES (600 MM). SECURE THE FILTER FABRIC REGULATIONS., JACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE THE ENGINEER. ar .' S 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING BIT. COATED CMP SHALL BE USED AT ALL SEE FDOT INDEX NO. 272,273 AS DETECTABLE WARNING ; - . : - A5 AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.) M.E.S. SECTIONS FOR ADS CULVERTS APPLICABLE FOR CONSTRUCTION DETAILS CONCRETE (SEE NOTES 10 & 11) F ? UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH Ic - ��OQ 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. CONC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, DIMENS., ETC. Sc 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH LOCAL TRANSITION (FORMED METAL BAND) DEPEND ON TYPE AND DIA. OF PIPE. THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. � PUBLIC WORKS / F.D.O.T. STANDARDS. RECORD DRAWINGS 'LN 6. TRENCH WIDTH NU" = PIPE O.D. PLUS 2'-0". SHALL BE USED TO COUPLE THE PIPES. SIDE DRAINS: FDOT INDEX 273 CROSS DRAINS: FDOT INDEX 272 N CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY {PAVED AREAS) CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION AND f��J MITERED 0 VERTICAL ELEVATION OF INVERT AND TOP, P CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BANKS, TRENCH DETAIL 1 V I ITE RE D END SECTION LOT/BLDG., PADS, SWALES, BERMS, CURBS, PAVEMENT, SIDEWALKS- DEPICTING HORIZONTAL LOCATION AND ELEVATIONS. CONTRACTOR SHALL SUBMIT COMPLETE AND O FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. ACCESSIBLE RAMPS N.T.S. N.T.S. W THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, N.T.S INCLUDING TIES TO STATE PLANE COORDINATES. INSPECTION FUTURE CURS AND SURFACE ON LOW SIDE OF J Q MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS CHANNEL POST 2" R. PAVEMENT TO BE 4" ABOVE LIP J I........... THE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE: Oi - f ANY ST. ( GUTTER CONSTRUCTION 20' R. OR AS SHOWN ON PLANS (r A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. - O N O B 6'" ( V-6" OF GUTTER. SURFACE ON HIGH SIDE I..I..I Ld B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. � K 12' FROM EDGE . I - TO BE FLUSH WITH LIP OF CURB OR C. UPON COMPLETION OF SUBGRADE AND COMPACTION. Z OF ROAD _ STOP - -A C 112" EXPANSION JOINT 3" R•" R. CURB AND GUTTER U D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK. - _ E. UPON BEGINNING OF SPREADING of ROCK BASE MATERIAL. / STOP - I - O - - i SLOPE VARIES U � F. UPON COMPLETION OF GRADING AND COMPACTION A. BASE MATERIAL AND PRIOR TO PRIMING. 7-1/2" STD. i G. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. - ! - H. UPON COMPLETION OF CONSTRUCTION. 2' A B C zo 6""MIN.* - ` - - ,;_712 ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING: _VALLEY GUTTER CURB AND GUTTER 8' .. - r FLEXIBLE PAVEMENT - PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRADE PREPARATION. !1 - 2'-Q"' l SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION. - 1-1 /2" - 12' PLAN \_ ,& - BASE TESTING PRIOR TO APPLICATION OF SURFACE COURSE. Z 1'-10" 1'-2" TYPE F WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTSIDRIVEWAYS. * AT RADIUS WHEN POSSIBLE I 0 a3.. R _ r ' .. R A APPLIES TO BOTH HIGH AND LOW SIDE OF PAVEMENT, LOW SIDE SHOWN TRAFFI(, �{'(EMENTMARKING NOTES: - 1 ;/ 8„ 2„ R CURB AND GUTTER AND TYPE A CURB 1. AL�AR�CING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYS/STREETS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OFco ivim 7-1/2" STD. TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2010, SECTION NO. 710. TYPICAL STOP SIGN `-� - - - * JOINT SEAL ADJACENT TO FLEXIBLE PAVEMENT _ 6" MIN. 6" 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 173246. PLACEMENT - D 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. Z NOTE: FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT, CONCRETE SHOWN. 4. STOP BARS SHALL BE 24" WIDE. (UNCURBED SECTION) y y v_ - 3'-0" I - CONCRETE 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. I to FOR DETAILS DEPICTING USAGE ADJACENT TO FLEXIBLE PAVEMENT, SEE CONCRETE 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND ALL MARKINGS AT INTERSECTIONS OF PRIVATE - SECTION A-A - PAVEMENT ROADS/DRIVEWAYS WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH - JOINT DETAIL. EXPANSION JOINT, PREFORMED JOINT FILLER AND JOINT SEAL ARE I _ THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION N0.711. lr 2" R. - - {i REQUIRED BETWEEN CURB & GUTTER AND CONCRETE PAVEMENT ONLY, N 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC I 6" 1 1'-6" 1'-1 U" 1'-2" _ 1 '" R• SEE CONCRETE JOINT DETAIL. W SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX NO. 17346. ttt LL - J G, `- 3„ R I I * " R _ _ I---�' EXPANSION JOINT & w SIGNS: 6 v 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PREFORMED JOINT 2. ALL SIGNS SHALL BE TYPE'C SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX NO. 11860, 11863, 11865. = - - WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). - _ £■ 1/2" STD FILLER END OF CURB 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX NO. 17302. `- _ � 2O' R. m >: '.. ADDITIONAL SP C) C 1 S FOR WORK WITHIN A PUBLIC R.O.W.: :_ f"��� I ." `+--� $" TYPE D 1. THE LOCAL MEbIA SHALL BE CONTACTED A WEEK PRIOR TO ANY LANE CLOSURES ON THE STATE ROAD SYSTEM AS IT WILL OCCUR DURING PEAK HOURS OR OVER THE _ = NOTE: - Q� 7 SPAN OF MORE THAN ONE DAY. CONTACT BARBARA KELLEHER, FOOT PUBLIC INFORMATION OFFICE AT 954-777-4090 FOR GUIDANCE ON WHO TO CONTACT. PROVIDE A - - - .; IN ACCORDANCE WITH SECTION 5"-0'" COPY OF THE PRESS RELEASE TO: ', ---=`' ;;{ • . ' I A I SLOPE TO (n 1.11 ANY ST. 2D.38 OF THE M.U.T.C.D., WHEN EDGE OF PAVEMENT -�� EDGE OF PAVEMENT -�� FLORIDA DEPARTMENT OF TRANSPORTATION "°"""""'""'" w w STREET INTERSECTS WITH A FIT DRIVEWAY _\ 10" 1'-2" PUBLIC INFORMATION OFFICE BRACKETS * i,,. PLAN PLAN 3400 WEST COMMERCIAL BOULEVARD /� � MULTILANE ROADWAY OR THE SECTION B-B �' R. � I R. 3' 3' / BLADES ADJACENT STREET POSTED SPEED FORT LAUDERDALE, FLORIDA 33309 - 2" R. _ .� - 7-1/2" STD. TOP OF CURB 3' /TRANSITION TRANSITION 2. ALL MATERIALS AND CONSTRUCTION WITHIN FDOT RIGHT-OF-WAY SHALL CONFORM TO THE FDOTROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION I LIMIT IS GREATER THAN OR EQUAL 6' 1'_1 O" T-2"" _ I ` STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO. TO 40 MPH, STREET NAME SIGNS - I _ - ..I; - - - j 6"MIN.* �t I I TOP OF CURB 3. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN POST: STEEL FLANGED CHANNEL POST W/ GALVANIZED FINISH PER A.S.T.M.-A-123 ; MIN. ACCORDANCE WITH THE3"' R. APPLICABLE FOOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS: THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR WEIGHT: TWO LBS. PER FOOT, 7116 "DIA. HOLES, 1"APART TOP TO BOTTOM. W STOP ARE REQUIRED TO HAVE A 12" HIGH -� /-- t'R. , 1 --- ��_ STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). THE CONTRACTOR SHALL PROVIDE NECESSARY M.O.T. AS SPECIFIED IN THE PLANS AND A CONCRETE FOOTER IS NOT REQUIRED UNLESS IT IS SHOWN ON THE PLAN. BLANK WITH 8" HIGH CAPITAL I 1 _ 2'-0" _ GUTTER GUTTER -/ + PERMITS, AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR PUBLIC WORKS/FDOT REPRESENTATIVE. - LETTERS OR 6" HIGH LOWER CASE 2 :,. ! PROFILE PROFILE \ J 4. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH 30,X30" LETTERS. WHEN THE SPEED LIMIT IT IS � _ - 7-1/2'" STD. STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. - - NOTE: TO BE PAID FOR AS PARENT CURB FLARED END STRAIGHT END 5. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE LESS THAN 40 MPH, STREET NAME CO : �1b 6" MIN." / PRE-CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS POST: 2"X2" 12 GAUGE GALVANIZED SQUARE � SIGNS ARE REQUIRED TO HAVE AN DROP CURB!GENERAL SPECIFICATIONS: // _ Enr WEM CERMCAnavEHE CONTR C SUCH AS HURRICANES. TUBING SIGN POST WITH OPEN HOLES & % 8" HIGH BLANK WITH 6" HIGH1.�� CURB AND GUTTER TYPES E & F 6. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, BEFORE 3'_6" � 2" R. ANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. NOTE: GALVANIZED FINISH PER A.S.T.M. -A-123. CAPITAL LETTERS OR 4.5" HIGH U. / 1' 0" - ❑ W. SgiULKE 7. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. IN ACCORDANCE WITH SECTION 2D.38 OF THE WITHOUT ANCHOR PLATES. ANCHOR LOWER CASE LETTERS. N0. 47048 RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY M.U.T.C.D., WHEN A STREET INTERSECTS WITH A BASES SHALL BE 2.25"X2.25" 12 GAUGE POST ( 3"' R. r JOD B. BITRE ENGINEER INADVANCE OVALBEFORE DANY CONSTRUCATION. GALVANIZED SQUARE TUBING WITH STOP y % SECTION C-C `-' / i" R. * WHEN USED ON HIGH SIDE OF ROADWAYS, G. NO. 57396 8. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MULTILANE ROADWAY OR THE ADJACENT STREET * MAINTENANCE OFFICE TO SCHEDULE A PRE-CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 954-776-4300 OR 1-800-300-8236. POSTED SPEED LIMIT IS GREATER THAN OR EQUAL OPEN HOLES. - o r THE CROSS SLOPE OF THE GUTTER SHALL P. STODDARD 9. THE APPLICANT ATTHE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BYTHE CONSTRUCTION OF THIS PROJECT. TO 40 MPH, STREET NAME SIGNS ARE REQUIRED TO VALLEY GUTTER -- _ ' - -` 7-v2" STD. MATCH THE CROSS SLOPE OF ADJACENT R- 0• 10. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL. HAVE A 12" HIGH BLANK WITH 8" HIGH CAPITAL SIGN: R1-1 MUTCD - 30" X 30" (DIAMOND GRADE _ 6" MIN.* 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED EXCEPT AT TIMES PRESCRIBED BY THE LETTERS OR 6"HIGH LOWERCASE LETTERS. WHEN DG3 REFLECTIVE SHEETING I - _ - - -- 605 PAVEMENT. THE THICKNESS OF THE LIP DEPARTMENT. MANUFACTURED BY 3M COMPANY OR 8 SHALL BE 6", UNLESS OTHERWISE SHOWN 12. LIMEROCK BASE SHALL BE A MINIMUM OF 12"AND COMPACTED IN 6"LIFTS TO 98% MAXIMUM DENSITY ACCORDING TO AASHTO-180. CONSTRUCTION TO CONFORM THE SPEED LIMIT IS LESS THAN 40 MPH, STREET P R1-1 1'-s•' - ToSECTION 200. BASE To BE PRIMED AFTER COMPACTION. NAME SIGNS ARE REQUIRED TO HAVE AN 8" HIGH A PROVED EQUIVALENT). WHITE ON RED "'` . I ON PLANS DAT 3 0 r31 Ao 13. STABILIZED SUBGRADE SHALL BEA MINIMUM OF 12" THICK AND COMPACTED TO 98% MAXIMUM DENSITY ACCORDING TO AASHTO-180. MATERIAL TO HAVE A MINIMUM BLANK WITH 6" HIGH CAPITAL LETTERS OR 4.5" HIGH L.B.R. of 40 AND CONFORM To SECTION 160. LOWER CASE LETTERSLOCATION: ONE PER INTERSECTION AS w MODIFIED TYPE F SHEET . 14. REMOVE ALL MUCK, OVERBURDEN, AND ROOT MATERIAL TO THJE RIGHT OF WAY LINE, AND BACKFILL TO THE REQUIRED SUBGRADE WITH CLEAN, GRANULAR MATERIAL INDICATED ON THE PLANS. 1 1 IN MAXIMUM 6" LIFTS COMPACTED TO 100% OF MAXIMUM DENSITTY IN ACCORDANCE WITH AASHTO T99-C SPECIFICATIONS, AND EACH LIFT TESTED BEFORE PLACING - - - 1 j NEXT LIFT. 15. FLAGGERS MUST BE PRESENT DURING THE INGRESS AND EGRESS OF CONSTRUCTION VEHCILES TO AND FROM THE PROJECT SITE. WARNING SIGNS MUST BE CURB DETAILS / SPECIFICATIONS + ERECTED ADVISING MOTORIST OF TRUCKS ENTERING THE HIGHWAY. PROJECT NO. N.T.S. - ,/ \, 14-051 .,/ l STRUCTURAL DESIGN CRITERIA D-1 CODES: FLORIDA BUILDING CODE, 2010 BUILDING D-3 ULTIMATE DESIGN WIND SPEED, Vult: 160 MPH (3 SECOND GUST) NOMINAL DESIGN WIND SPEED, Vult: 124 MPH (3 SECOND GUST) WIND EXPOSURE CATEGORY: B WALL HEIGHT, H: 3.0 FT FREE STANDING SOLID WALL FORCE COEFFICIENT, CF: VARIES 0.84 TO 2.66 ASSUMPTIONS: A. STRUCTURE IS ASSUMED TO BE FREE STANDING WALL AS DEFINED BY ASCE 7-10. B. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS SHALL BE DESIGNED AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING, AS SHOWN ON PLAN. D-4 SEISMIC: ZONE 0 D-5 FLOOD DESIGN DATA: ZONE 'X' D-6 GEOTECHNICAL REPORT ASSUMED ALLOWABLE BEARING CAPACITY OF SOIL 2000 PSF. IF SITE CONDITIONS DO NOT ALLOW FOR ASSUMED BEARING CAPACITY NOTIFY ENGINEER OF RECORD PRIOR TO CONSTRUCTION. GENERAL NATES G-1 REVIEW ALL PROJECT DOCUMENT'S PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. G-2 THE CONCRETE WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT IS THE CONTRACTOR'S RESPONSIBILTTY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL, ELECTRICAL, PLUMBING, DUCTWORK, ETC.) G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE. SHALLOW FOUNDATIONS SOIL TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS. SF -2 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS, MAXIMUM MISPLACEMENT OR ECCENTRICITY - 2". TOLERANCE FOR MISLOCATiON OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR AISC STANDARDS. SF -3 HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. SF -4 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFERENCE. INDIVIDUAL FOOTINGS CAN BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS. SF -5 EXCAVATING UNDER OR NEAR IN-PLACE FOOTINGS/FOUNDATIONS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/ FOUNDATIONS WILL NOT BE PERMITTED. SF -6 REINFORCING SHALL BE SUPPORTED ON PRECUTS CONCRETE PADS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS. REINFORCED CONCRETE RC -1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WiTH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318 -LATEST EDITION. RC -2 PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. RC -3 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SPREAD AND WALL FOOTINGS 3,000 PSI WALLS 3,000 PSI ALL OTHER CONCRETE 3,000 PSI RC -5 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS RC -6 USE REGULAR WEIGHT CONCRETE. RC -7 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS: JDATION SLUMP MAX. AGGREGATE FOOTINGS 4"t1" ASTM #57 WALLS 5"t1" ASTM #57 RC -8 MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: a) 3000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.58 MAXIMUM RC -10 SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL INFORMATION SHALL INCLUDE: TOP OF CURB GUTTER GUTTER FLOW UNE b a) INTENDED USAGE AND LOCATION FOR EACH TYPE U.S.F. NO. 5105, OR MIX DESIGN FOR EACH TYPE EOUAL FRAME AND GRATE 1 FINISH GRADE c CEMENT CONTENT IN POUNDS -PER -CUBIC YARD - d) COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD ''•: •' r . cuRe, e) WATER CEMENT RATIO BY WEIGHT ': • : CURB •�' •!F . ►• • ►°• f) CEMENT TYPE AND MANUFACTURER g) SLUMP RANGE h AIR CONTENT ► ,) ADMIXTURE TYPE AND MANUFACTURER I • I PERCENT ADMIXTURE BY WEIGHT k) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN> : 4'-0' MINIM44 OR LARGER . = f ' "j". "' '. •.: :'� I) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING _� AS REOUIRED • • :, • �• STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED r } • `' GRA E ATIaN FLQMf, NE 0 BY THE GENERAL CONTRACTOR :�TT'�:- ;SMO M I Rt RC -11 ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER .•'. :� „ _ TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING '' ' ° '�• ' ' • T ' OF CONCRETE AS P� PLAN I I I PPE DLk i . II II OF. ENT RC -12 THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE ' TOP OF PERMITTED. I I I .'• i'►''" TOP EL. 23.50' GRATE - --- - ��FLOW LINE ELEV. �� .. ° .• .►: ' w °.. • . ; � ' RC -13 ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGHI BOTTOM ELEV.----,, RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO �•, �. •'..� �.►•. 21" WIDE X 12" BE 4' I.D. r ' ;; �•, .... 4'• ., .• • •; ,.: , . HIGH SLOT RC -14 PLASTICIZERISCHARGE ADMIXTUREAY BE USED WITH #8 F NECESSARY TO INCREASEGS SLUMPS ELEVATION TOP VIEW EL. 21.89' _ BEYOND THAT NOTED ABOVE. NOTE: 1. FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND 7SLAB "TYPE P" OR "TYPE J", IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX No. 200. RC -16 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318 AND ACI DETAILING MANUAL, ACI -315 LATEST EDITION. TYPICAL MODIFIED MIAMI CURB INLET RC -17 REINFORCEMENT WITH RUST, MILL SCALE OR A COMBINATION OF BOTH SHALL BE CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM N.T.S. DIMENSIONS (INCLUDING HEIGHT OF DEFORMATIONS) AND FINISH GRADE WEIGHT OF A HAND -WIRE -BRUSHED TEST SPECIMEN ARE NOT LESS THAN APPLICABLE SPECIFICATION REQUIREMENTS IN THE ASTM STANDARDS REFERENCE IN ACI 318 MANHOLE FRAME AND RC -19 LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE OR � z oil COVER OPENING MIN 40 BAR DIA. LAP CONT. BOTTOM STEEL OVER SUPPORT AND FLEXIBLE PLASTIC " 1 N N MAY BE OFFSET CONT. TOP STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED. RAMNEK GASKET J , J OR EQUAL `"�'' ADDITIONAL REINFORCING RC -21 PROVIDE THE FOLLOWING CONCRETE COVERAGES OVER REINFORCING: 24.75" BARS REQUIRED AT THE FOOTINGS /GRADE BEAMS: BOTTOM AND UNFORMED EDGES OPENING IF SLAB IS TO DIRECT CONTACT WITH SOIL 3" CLR.BE TRAFFIC BEARING WITH VAPOR BARRIER 2" CLR. U) W RC -22 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS >I { INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. ' RC -23 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. RC -24 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA PIPE IN CONJUNCTION WITH RENEWED SHOP DRAWINGS FOR PLACEMENT OF INVERT REINFORCING. PICKHOLE RC -26 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO - CONCRETE PLACEMENT.f U.S.F. DWG. # 410 OR \ 6' 18' 14'-0" MIN. AS REQUIRED I8" 16"I EQUAL MANHOLE COVER RC -27 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE LETTERS MARKED "DRAINAGE" CONSTRUCTION OF ALL FORMWORK IN ACCORDANCE WITH ACI 347. OR "STORM" RC -29 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL ELEVATION TOP VIEW VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP NOTE: OF CONCRETE TO 6'-0' FOR #57 AGGREGATE AND 8'-0" FOR #8 1. 3/4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED. AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. 2• ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH "STRUCTURAL BOTTOMS, TYPE P AND J. F.D.O.T. STANDARD INDEX No. 200, WITH MANHOLE TOP TYPE 8, F.D.O.T. STANDARD INDEX No. 201. RC -30 FOOTING SIZES SHOWN ARE IF SOIL MATERIAL CAN HOLD AGVERTICAL SHAPE, �, TTCAN DE FORMS. A TYPICAL DRAINAGE JUNCTION MANHOLE BE USED AS AN EARTH FORM PROVIDED FOOTING WIDTH IS N.T.S. INCREASED 1" IN EACH HORIZONTAL DIRECTION. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING PLACEMENT OF CONCRETE. RC -31 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318, SECTION 6.3. -FINISH GRADE RC -32 CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. a a) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN N b) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT _ �,' ? MANHOLE FRAME AND COVER OPENI G TO RENEW AND ACCEPTANCE BY ENGINEER, MAYBE BE OFFSET. !. RETAINING WALL DETAIL LOTS 26 TO 32 ° ADDITIONAL REINFORCING EL. 23.75 BARS REQUIRED AT THE TOP OF GRATE / OPENING IF SLAB TO BE TRAFFIC BEARING. 'e D _' ► ° as 24 3/4' s' D °. D• C, s I , w i vC,w ° " ♦.. N o- 0 CID 0 no ,wip,G G gr D I 00 1313 > . aw �'a -► D 00 00 0 0013 Lane Identification t Direction of Traffic LAST © DESCRIPTION: 4" ORIFICE 07/01/14 PIPE INVERT ► A. PICKHOLE D •, ° ' D ° L - e ' / 6" 8" 4'-0" MINIMUM AS REQUIRED 8" 6" I U.SF. DWG. NO. 410, OR EQUAL MANHOLE COVER. LETTERS MARKED "DRAINAGE" 05 W U-1 OR "STORM". 0 4J~ ELEVATION TOP VIEW NOTE: N0) 1. 3/4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED. 2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 'STRUCTURAL BOTTOMS, TYPE P AND J, F.D.O.T. STANDARD INDEX No. 200, WITH MANHOLE TOP TYPE 8, F.D.O.T. STANDARD INDEX No. 201. a TYPICAL DRAINAGE JUNCTION MANHOLE (NON -AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED) (1) COURSES 8" RC -9 FLYASH, WHEN USED, SHALL BE UMITED TO 20% OF THE U -BLOCK REINF #5 [CONT FULLY GROUTUT ED FINISHED CEMENTITIOUS MATERIAL. DO NOT USE FOR EXPOSED SLABS _ V-0" - GRADE Z - Z I_ 23.00'0 - S -2j" o- 8" MASONRY WALL REINF WITH 9 GA o FINISHED aLADUR TYPE REINF 0 16" OC AND 0_ GRADE _ #5 VERT REINF AT THE FOLLOWING PROPOSED_ V -O" 21.00' - _ � o LOCATIONS 5'-0" SIDEWALK _ 1. ALL CORNERS AND INTERSECTIONS N J m 2. MAX 32" OC 3. ADJACENT TO CONSTRUCTION JOINTS 19.50 FULLY GROUT ALL CELLS BELOW GRADE - - - - - - - ( � _ _-- _-- - - - -�- PROVIDE CONSTRUCTION JOINTS SPACED I A MAXIMUM 40'-0" OC IN ACCORDANCE - - MATCH EXISTING EXISTING � WITH TYPICAL DETAIL GRADE GRADE 2'-3"-I (3) #5 CONT BOTT LW BOTTOM EL. 18.0 ELEVATION TOP EL. 23.75 Work Area TOP OF GRATE Sign With 16" x 18" (Minj j/�� Orange Flag And Type B Light ■ 8" ORIFICE Work Zone Sign 0' EL. 21,69' Automated Flagger Assistance Devices PAVING SECTION (AFAD), With Gate LL CO Lane Identification t Direction of Traffic LAST © DESCRIPTION: 4" ORIFICE 07/01/14 EL. 20.50' F_ BOTTOM EL. 17.0 ELEVATION TOP OF GRATE TOP EL. 23.50 ' r sr n HIEL. B2 S 9TX 12 tt >' C24" ADS N-12 iNV. EL. 20.0' BOTTOM EL. 18.0 .............. �.. �. �...� ... CS -1 TYPE "C" CROSS SECTION PLAN N.T.S. DISCHARGE (CONTROL) STRUCTURE TOP ORATE TOP EL. 23.75' 8L- 21.6IC9' 0 ,: 4 ORIFICE EL. 20.50' Q C j� 18" ADS N-12 INV. EL. 19.0' BOTTOM EL. 18.0 PLAN CS -2 TYPE "C55CROSS SECTION N.T.S. DISCHARGE (CONTROL) STRUCTURE END ROAD WORK a 0 D A B ROAD I D I WORK AHEAD SPE&MI FINES ONE LANE ROAD 1fYFTEN sEr AHEAD BE PREPARED TO STOP DISTANCE BETWEEN SIGNS Speed Spacing (ft.) (mph) A B C D 40 or less 200 200 200 100 45 350 350 350 175 50 500 500 500 250 55 or greater 2640 1640 1000 500 Buffer Space See Table 50' 250' C • - - -iiTi�1/l' b V ■ • Work Area C Device Spacing -Tangent 500' 1 See Table 1 Device Spacing -Taper See Table 1 TABLE I DEVICE SPACING Max. Distance Between Devices (ft.) Speed Cones or Type I or Type 11 (mph) Tubular Markers Barricades or Vertical Panels or Drums Taper Tangent Taper Tangent I 25 to 45 20 50 20 50 * The ROAD WORK 1 MILE sign may be used as � 50 to .70 20 50 20 I 100 an alternate to the ROAD WORK AHEAD sign. ** 50C beyond the ROAD WORK AHEAD sign or GENERAL NOTES midway between signs whichever is less. 1. Work operations shall be confined to one traffic lane, leaving the opposite lane open to traffic- *'* BE PREPARED TO STOP sign may be omitted for speeds of 45 MPH or less. 2 Additional one-way control may be effected by the following means: SYMBOLS Work Area ....................................................... Sign With 16" x 18" (Minj j/�� Orange Flag And Type B Light ■ Channelizing Device (See Index No. 600) [� Work Zone Sign 0' Flagger ON-SITE TYPICAL Automated Flagger Assistance Devices PAVING SECTION (AFAD), With Gate LL CO Lane Identification t Direction of Traffic LAST © DESCRIPTION: =o Q REVISION Tri 07/01/14 Q x 1. Flag -carrying vehicle; 2. Official vehicle; 3- Pilot vehicles; 4. Traffic signals. When flaggers are the sole means of one-way control, the flaggers shall be in sight of each other or in direct communication at all times. 3. The UNE -LANE ROAD signs are to be fully covered and the FLAGGER signs either removed or fully covered when no work is being performed and the highway is open to two-way traffic. 4. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. S. The two channelizing devices directly in front of the work area and the one channelizing device directly at the end of the work area may be omitted provided vehicles in the work area have high-intensity rotating, flashing, oscillating, or strobe lights operating. 6. For Temporary Raised Rumble Strips, general TCZ requirements and additional information, refer to Index No. 600. 2015 FOOT DESIGN STANDARDS 1 %" TYPE S-1 ASPHALT 6" COQUINA SHELL COMPACTED (LBR 100) TO 98% MAX. DENSITY (AASHTO T-180) ....................................................... 8" STABILIZED SUBGRADE (LBR 40) j/�� (98% COMPACTION AASHTO T-180) J Q FILL COMPACTED TO 98% MAX. DENSITY SEE SPECIFICATIONS THIS MEET FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS, ON-SITE TYPICAL ASPHALTIC PAVING SECTION Q00 N.T.S. 249VE SP9.5 ASPHALT 8 COQUINA SHELL S E COMPACTED (LBR 100 ) t TO 98X MAX. DENSITY E (LBO T-180) 12' STABILIZED SUBGRADE (LBR 40) (98% COMPACTION AASHTO T-180) FILL COMPACTED TO 98% MAX. DENSITY SEE SPECIFICATIONS THIS SHEET FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS OFF-SITE TYPICAL ASPHALTIC PAVING SECTION N.T.S. 3000 PSI CONC. W/ 6' X 6" 10/10 GA. W.W.F. THICKNESS PER NOTE 5. BELOW. 8" STABILIZED SUBGRADE (LBR 40) (98% COMPACTION AASHTO T-180) FILL COMPACTED TO 98% MAX. DENSITY 1. MATERIALS AND CONSTRCUTiON PROCEDURES SHALL BE IN ACCORDANCE WITH THE SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLAND CEMENT ASSOCIATION. 2. CONTROL JOINTS SHALL BE CONSTRUCTED AT A MAX. OF 15 FT. O.C. IN EACH DIRECTION 3. AT LEAST (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 16,000 SF OF PAVEMENT OR (5) PER JOB, WHICHEVER IS GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14 AND 28 DAYS. 4. A MIN. OF 2 FBV TESTS SHALL BE PERFORMED ON THE SUB -BASE, AND AT LEAST 1 MOD. PROCTOR (AASHTO T-180) TEST FOR EA. TYPE OF SUB -BASE MATERIAL USED. 5. CONCRETE SHALL BE A MIN. OF 6" THICK WITHIN PUBLIC ROAD RIGHT-OF-WAYS, AND AT ALL LOADING AREAS, DUMPSTER PADS, ABOVE FUEL TANKS, AND OTHER AREAS DEPICTED IN THE PLANS. OTHERWISE, THE CONCRETE SHALL BE A MIN. OF 4.5 INCHES THICK. 6. DO NOT CONSTRUCT W.W.F. WITHIN 5 FT. OF DETECTOR LOOPS FOR MENU / SIGN BOARDS. 7. IF ASPHALT IS USED, THE BASE SHOULD EXTEND A MINIMUM OF 6' BEYOND THE ASPHALT AND THE SUBGRADE SHOULD EXTEND A MINIMUM OF 6' BEYOND THE BASE MATERIAL TYPICAL CONCRETE PAVING SECTION N.T.S. TYPICAL PAVING SECTIONS BE PREPARED ONE LANE ISPEFOING FINES TO STOP ROAD DOUBLED NNEN BOFtKERS AHEAD PRESENT D ** B _ A to 10 END -j ROAD WORK DURATION NOTES 1. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. b. Speed limit is 45 mph or less. c. No sight obstructions to vehicles approaching the work area for a distance equal to the buffer space. d. Vehicles in the work area have high-intensity, rotating, flashing, oscillating, or strobe lights operating. e. Volume and complexity of the roadway has been considered. TWO-LANE, TWO-WAY, i , WORK WITHIN TIER TRAVEL WAY ROAD WORK BUFFER SPACE Speed Dist. (mph) (ft.) 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 6'45 70 730 When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall be used, but not less than 200 ft. WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE Z OUTSIDE THE EDGE OF TRAVEL WAY. \ r 10 �. N O n F F z a S N Cr a W w CL 0 0 W W U7 N W S 0: w IC Q: •' N H V1 T5 10 U � m ai ai II Z 0 W C7 3 U � o �� Z` -L- �W X2�wawr55:2a � Wa 8G--vM,pw a�aWZ�p4�Qai3 za��oawo�m�g KK w�OpZW�aC9 owxx�wWwz3�� wOwU wd�t�w �a \a33w�N3w�ao U� J to 0 J Ma J Q Q C 0 g O in Q00 LL CO �o W o =o Q Q o F_ Z z 05 W U-1 0 4J~ c0 06 O N0) WO W. a L 1 N X F__ W zo � CO LL CoQ WZ .. L-- w jY, WLL,E N LL! `�rn Y04 Z cs ti Z 2 L N tl- r ti U �J r W rn = v/ V 09 0 Q V) INGNEER CER7/flCA71ON' ❑ JOSEP W. SCHULKE E . N0. 47048 JOD I' BITTLE I EG. NO. 57396 ❑ WI AM P. STL 1ARD REG. NO. 57605 a01 /DAt'�� INDEX SHEET NO. NO. 12 603 1 of 2 PROJECT NO. 14-051 11 REFLECTIVE 6" ANCHOR COUPLING FOUR HYDRANT GUARDS 180' DOWNTURN BEND, 2" HDPE W/2" PLUG _ PARKER AS REQ'D BY IRCDUS (SEE NOTE 6) .ADDITIONAL GATE VALVE SEE NOTE 1(BELOW) METERS SHALL H LOCATED IMMEDIATELY I=;;:.::»:;::::>!II'::::I:>:::::::oa M.J. REQUIRED IF DISTANCE INSIDE: THE RIGHT-OF-WAY UNLESS OTHERWISE DIRECTED BY IRCDUS 9 0' PROVED PRE -PLUMBED METER ,L ,f IS MORE THAN \ / \ / AP � / ® � BOXES SHALL BE POLYMER CONCRETE w R/W (TYP) / \ / c \ . & FIBERGLASS WITH NO -HOLE LID z - / I'� `� METER BOX LID SEE NOTE 11. >_ / \ - I - - 45 //, + I I (OPEN POSITION) SEE M-7 PRE -PLUMBED METER BOX O w \ GRADE SWALE o .... �� VALVES TO BE LOCATED _ \� % J�' ( ) 1 1", OR 2" FINISHED GRADE -REFLECTIVE I O GRADE ROADWAY a MARKER OUTSIDE EDGE OF UNPAVED MEGA -LUG RESTRAINT \ /, \ / CORP STOP ROADWAY ROADS OR EQUAL / \ 2'-O' - - - , t - 2'-0" -�j::F .:-��):::::,: .... :.... : �::!��i��ililh-. Ta, _... T, 1:1:::: ::: I M.J. = VARIES \� ��v/ / / %C / / \ \ t �� .... - \ \ �,z°- D^- _�'"" ANCHOR TEE FOR 6" PLAN VIEW �. (MIN) %/\�\\ \\z/,\\/���`\�\\\\\\\� \\�\\ \g> MAXIM ,jrA h MECHANICAL JOINT 6" PUMPER NOZZLE VA OX_\ / / \ w /` / / + AAA1N UNDER DISTAN, CONSTRUCTION x "` I _. �' FACING ROADWAY I' 2" LOCKING CURB STOP o ACCESS v �( fO (BY CONTRACTOR) TM' 12' 1 I 1 I 1 I►! VALVE BOX -- I X 1 FINISHED GRADE - a __ -�_ F - MARKER BALL -1 I F.H. { _/, �J,.. •. I I COMPRESSION METER BOX + I + METER L\ FITTINGS •,•, ' ( ) 2 ip z .•. • ° �° 24"x18" (MIN) LONG SERVICE I SEENOTE5I VALVES SHALL -� ac I _I_ •N m • I f • • • • v�- IN LINE DUAL CHECK O eBE LOCATED M rJ X R.S.G.V. • ° , • .•i°�.•___ -: 1 CUBIC FOOT /Pvi CASING SLEEVE SHORT BY IRCDUS TYPICAL VALVE LOCATION 6"GATE VALVE SERVICE ADJACENT TO /I <�>. ;; •. 3/4" GRAVEL OR WATER MAIN - B FOR UNPAVED ROADS TEE OR CROSS \\�\/ -' 6" DIP PIPE - Hf • • . TRACE WIRE (SEE NOTE ) \l " r • • S CRUSHED ROCK -BRASS INDICATE DISTANCE _ - + \ i • • • DOUBLE STRAP ELEVATION I FROM RIGHT OF WAY /\ +- I -}--- 1.5 CU. FT. '/' � , CONCRETE • . .. MARKER BALL SERVICE SADDLE ,:,:;;: (TYP) \ I I I I N • REFLECTIVE MARKER '\�� I 4DIRECT CONNECTION6" (MIN) ELEVATION SOIL RESTRAINED PLUG (M.J.} � 2" HDPE NOTES (ANCHOR TYPE) (ONE REQUIRED FOR EACH VALVE) �"\\' UNDISTURBED .,o. • 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON CENTER. WATER MAIN -- HORIZONTAL DISTANCE EQUAL 2, ALL SERVICES REQUIRE 36" M'NIMUM COVER. - _ TO DEPTH OF COVER 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"0, DUAL SERVICES SHALL BE A MINIMUM 1-1/2"0, NOTES NOTES ELEVATION TRIPLE SERVICES SHALL BE A MINIMUM 2"O AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM. 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED ''• 4, 1"O & 1 -1 2"0 LONG SERVICES REQUIRE A 2" MINIMUM I.D. CASING PIPE. 2"O LONG SERVICES REQUIRE 2. A MINIMUM COVER OF 35" IS REQUIRED ABOVE BELL OF D.I.P. AND P.V.C. PIPE. w/ CONCRETE WHEN REQUIRED BY IRCDUS. GUARDS TO BE PAINTED SAME AS HYDRANT. A 3" MINIMUM I.D. CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 P.V.C. 3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE 2. THE Q OF THE PUMPER CONNECTION SHALL BE 18" MINIMUM ABOVE THE qOF THE NEAREST NOTES REFLECTIVE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE ROADWAY OR FINISH GRADE. 1. BLOW -OFF TO BE LOCATED AT ALL PROPERTY LINES AND DEAD END LINES, AS REQUIRED BY 5. ALL METERS 2"0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED MANUFACTURERS' 3. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. PRODUCT LIST FOR METERS GREATER THAN 2"0. HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE 4. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. IRCDUS ENGINEERING. CLOSEST TO THE HYDRANT. 5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME 4. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 5. ALL LINES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 7, TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. (TRACE WIRE NOT SHOWN IN DRAWING ABOVE.) 4, TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE B. ALL BOLTS FOR FIRE HYDRANT. FITTINGS AND VALVES SHALL BE STAINLESS STEEL. 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL 7• CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. WATER MAIN VALVE - WHITE ALL NUTS SHALL BE STAINLESS STEEL. METER BOXES WITHIN 24" FROM SURFACE. B. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. FORCE MAIN VALVE - GREEN 9. MAINTAIN 7'-6" RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE 6• THE DOWNTURN SECTION SHALL BE CONSTRUCTED BY IRCDUS WHEN A MAIN REQUIRES A BLOW OFF. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24 FROM SURFACE. REUESE MAIN VALVE - PURPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.) BRINE - BROWN 1D. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6"IN FRONT AND TO THE SIDES THE DOWNTURN SECTION SHALL BE REMOVED AFTERWARD. ALL OTHER CONSTRUCTION TO 10. ALL RESIDENTIAL AND ONE ERU SERVICES SHALL BE 5 8 METERS. 7. THE APPROPRIATE REFLECTIVE MARKER IS REQUIRED FOR EACH VALVE. OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT PURSUANT TO FIRE BE BY THE CONTRACTOR. 11. PRE -PLUMBED METER BOXES TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. PREVENTION CODE 3-5.6. 7. ALL BLOW OFFS SHALL BE LOCATED WITHIN 4' OF A VALVE. INDIAN RIVER COUNTY ° FIRE HYDRANT DRAWING INDIAN RIVER COUNTY V DRAWING INDIAN RIVER COUNTY �' MANUAL DRAWING DRAWING rao. INDIAN RIVER COUNTY WATER 1 No. DEPARTMENT OF A AND VALVES DEPARTMENT OF Q FIRE HYDRANT DETAILS - 2 UTILITIESPSERVICES " DEPARTMENT OF yz WATER SERVICE W- 4 UTILITIES SERVICES W- UTILITIES SERVICES Iq 2 BLOW- 0 FF W- 3 UTILITIES SERVICES L RL ■■N"m,a RL P (LOCATION DETAIL) ,,,�yp,, olRi NA- M4 OR1 •�=4 P 2'-0' _ VARIES _2'-0"- RUBBER GROMMET A CORPORATION STOP SHALL BE INSTALLED WITH A (MIN) I ( (MIN) I X LENGTH OF 1"o COPPER TUBING E TENDING ABOVE ND & PIPE MAY 3/4" NIPPLE THE FINISHED GRADE. THE TUBING SHALL BE BE r = 18.25" L WITH A 180' DOWNTURNED BEND. BE USED FDR FULL <m; q<S, „ J' 3 4" DUAL INSTALLED FLOW FLUSHING \ �p �r� /•�; DOUC//SyL[EJ) 'L� r� L / .� ' O I\ :.R f1'<AI �C CHECK VA S'E;E3y,I< ''`Y`: CHECK VALVE `D ' %, 0� ." ` / * . CORP STOP I l ° --ice + FLOWil ° FLOW PG�2)1 MAIN REDUCED PRESSURE PLAN VIEW PROPERTY LINE 1_1/2"0 P.E METER BOX 2'" -■- SERVICE LATERAL - (UD NOT SHOWN) 1"0 P.E. r , SERVICE LATERAL '- R + _. . 11 I O0 LOCKING BRASS COMPRESSION , - CURB STOP WYE BRANCH SINGLE SERVICE PLAN VIEW DUAL SERVICE BRASS LOCKING CURS STOP -IN LINE DUAL WITH INTEGRAL METER COUPLING CHECK BY IRCDUS 1 ] ` sz Z \ V\/�\,</\x a. v /� A&�,�,/��-PROPERTY LINE >\ - °ro - + -I TV - � �2" - - 9"_ 1 ... : :�' co M o I • 'I . . L MARKER BALL -� 1"0 (MIN) CUSTOMER PIPING [LOW FLOW (BY OTHERS) ELEVATION v PROPERTY LINE - 2" -7 +- NOTES . 1. METERS OVER 2'0 MUST BE APPROVED BY IRCDUS AND INSTALLED BY CONTRACTOR. 2. ALL METERS 2"O AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS 3. MINIMUM SIZE OF METER BOXES: 1'0 SERVICE (12" X 18"): 1-1/2`0 AND 2"0 SERVICE (17" X 28"). 4. METERS GREATER THAN 2'0 SHALL BE COMPOUND METERS REFER TO IRCDUS APPROVED MANUFACTURERS PRODUCT UST. 5. TRACE WIRE (NOT SHOWN) TO BE INSTALLED AS PER DETAIL M-13. 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INUNE VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 7. PRE -PLUMBED METER BOXES PER IRCDUS APPROVED MANUFACTURES' PRODUCT LIST. DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF Q METER UTILITIES SERVICES r W-6 R N . _. BACKFLOW PREVENTER AIASTE .-36• :�:;(.::.:.M:.I...N ) METER CLEARANCE .. .. br 1XI � I __ - \ - - - �f_ . N 1 0 COPPER TUBING FOR DETAILS ❑F LINE w iu BACKFLOW PREVENTER +- t u, - T x I�111��11' U - /i' �� , ... .. '" i' t t �I,T"Rfi FLOW to, j o.. � : FLOW FINISHED zl I'tl1 `'; ' / WITH GATE VALVES,. GRADE J or- : r I1. =# -- G G WATER MAIN _ L ,i 3/4" NIPPLE FILLING SEE W-14 - �•• a Z 1" GATE VALVE >- r }"• -�"' :: iii - _ -11.25" A(( ♦ jl' ' /\ \ \ \ \ \ \ \ \ \ \ \ /\� / / '' :^'' ;zEa`.:ti-,,. £ 3:f ry:.. ,a3111, :...%... ®@ .. r.:;:_.,:- =:5 lhL,.:x: tik,.... CONC RESE PAD -3.000 0oa Psl // - / / / / / / .:.;:.::r:.:a..;:.;:,:,,, •tt;,,,a,,,,:, E.:,.:aa"f-:K_ s;x%tt>.,1:::_fi'; ::, `BY-PASS COMMERC V+L GRADE \ / / / / / / / / / !\' 0_ • :;:::.:r:: ... >Ix::::.[:.[ :[[:[>:.. ..... ....: :7.:,a( :.=_W; yfNa:`��,�.tta>.:::>x::: ::;:...<. 5 INLET GATE VALVES t SHOWN IN \/\/\/\ \ \ \ \ \ \ \ \ \ \ \ »:.:,:;✓:::t::r::::\..?c ::al»» :... .:........... :. .::.. ...........:..:.::.:;>#Ic,-..-,;..•s:::':n'.�cs<;:>�`.kya:x^c:.t.; C) (NO SRO ELEVATION') FIBER MESH CONCRETE 1 x7 1 /2 SCH. 80 - // // // // ' I / // / // // / / / / / / / / / I ;:t ,I.y:// 0:.:,.>::,: ;::. �■ i�i("a > t� IRB ...... .. .....:.::::: -.::. ( ENG R A� REOUIREO) \ / / / , �_j PVC IDLER a /\/\ \/ /\/\ /\/\/\ \/\/\/\ \ \� o :, ":?, .• .. i�Al�Iik: :::;:::::?:..: :: .. ..:.:.:...:: ° .2 >' ;. In BACKFLOW �-36 (MIN) \ \ \. \ \ \ \ \ \\ \\ \\ \\ RJ :u ii a::.. -- :';,' II - A<�""aa jra? :a::I CLEARANCE \ \ \ \ \ \ \ \ \ \ / / / / F:...: --%.-.:,i •.;:;....:[:::::::::::::::::: >:` :: i ii:::::::iii::.i �:, • :._:m ,,,.....;:�. >:.::aPRE1lENTER RUBBER GROMMET KN /// // // //� / // // / // / / / / / / .,.. ..;::.>.:<::::: UNION z L ETAIL A N / / / / / / / / / / / / / / / �.::. ,.-. >:..:<.::w l ::::. ..::..::..:%,....:............,.:.:.:..:..:.:.:.:.....t�`_:,.:_ :::.,."". ,.,:.:.:..x"::.::.::::.:::::::::::::.: ,. PLAN VIEW SEED � FINISHED T / / / / / / / / / / / / / / / - DETAIL " A" GRADE \\ \ /\\\\\\\�\��\�\\\�\\��\jam\j' z Q TOP VIEW , , ti, I - ,� f /\//�\//\//\i 13�-D' CUSTOMER PIPING PLAN VIEW CUSTOMER RESPONSIBILITY IRCDUS RESPONSIBILITY \\/\/\\/\\ \/\\/\\/\\/\' \\ -F 1 i- I \ \ \ \ \ - FINISHED METER BOX LID ",I//, "\,//, \�\�\�� \ /\ \, \ /\/\/\/\/\/� \/\/\/\/\/� UTILITY PIPING TO PROPERTY LINE N GRADE \ \\/�/ � .5, -� \/// / //\\//\ /� \\\�//�\/�\/�\// ////�\/N\ - DETECT❑R CHECK VALVE I r 9(R FLANGED MIIrBEND )TYP FLANGE x PE /� \ \ '. , (REDUCING 6 REWIRED) I \1 11 u I//// /\// \_ NEW WATER MAIN THRUST BL❑CK REQUIRED INLET GATE , \ CONCRETE PAD -3,000 P 11 v \/ /\ (NOT SHOWN) FIBER EMES CONCRETE + + + - + + , VALVE l +^ DIP 4" CORPORATION STOP -� �- ONE SECTION D.LP GATE VALVE _NI P_ �M AS KWIREO) -11 GATE I LIMITS ❑F FLUSHING R'QD ON EACH SIDE W INDICATOR "--LT K) (WITH PLUG FOR / FLOW FLOW W 30" (MAX) w%Box ABANDONED SERVICE) OF CHECK VALVE 90' BEND ELEVATION , > .,��.,,, 111 ASSEMBLY 12' SUPPORT (TYP ,If 12• (MIN) 72' ,Y -EXISTING ❑R NEW � (TYP) 2 MIN GATE VALVE GA]E VALVE _ i f` "i SECTION VIEW w B, 11-1 :-:::�::,_,.: r: ,,• to 3G" (MIN) 1 4 d,Ml 12" EXITISTING WATER MAIN ELEVATION *, Ems-nNG NOTES I) AC I - )� 16" MINIMUM I DISTANCE GRADE 1 PROTECTION SYSTEMS INCLUDING SINGLE FAMILY RESDENTIAL L _ MEGA LUG I 1/2- PREFORMED JOINT - :::: 1 WITH PR .,::� 4--- Ltl //// µ • ' ''••"- •­:�.-,:.­Y '�"' .-!; 1 N AND COMMERCIAL ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER MATERIAL PI E PLACED �- �'" :•- i :11 I +°a L'";-- •v ., (7.: IX .f ..,.r . � v.'.'. ..•:.4 !!y ••tea 1 _ i •`-:i•t.(, /\ • �'� BETWEEN PIPE AND \ // •; :, }•c, L C p •' / WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. �Op F cw y,( ,4 ` �\ \ \ ` \ \ �/\/\ " 'O MJ 90' BEND (NP) CONCRETE DR PIPE SLEEVE WATER MAIN NOTES \\ / . \ I /� /\ "' c T $ 2 ALL MULTI -STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL WATER MAIN RESTRNNEA JOINT ELEVATION NCRETE SUPPORTS 1 RPZ BACKFLOW PREVENTORS h teauLlen WATER MA MLca Luc (TYP) ly I. A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS. / (OR APPROVED BY IRCDUS) � 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY ONE SECTION D.L.P R'O BY-PASS NOT SHOWN FOR CLARITY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS.ON EACH SIDE OF CHECK ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES SHALL BE INSPECTED AND TESTED VALVE ASSEMBLY ELEVATION TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF WATER. ELEVATION 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE ..�- 2, A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM DF THE FLUSHING POINT. WATER MAIN WATER MAIN •�,- SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, NOTES THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. OPER OR D.I.P., AS APPROVED BY IRCDUS. NOTES 3. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. N O T E S 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED 1. ALL BUILDINGS WITH SPRINKLERS MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT 1. ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON. 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE 4. INDIAN RIVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OF A 48 HOUR LEAST 1'-0" ABOVE THE HIGH WATER LEVEL. 2. FIELD FABRICATED FLANGES MUST BE APPROVED BY IRCDUS ENGINEERING. NOTICE BY THE CONTRACTOR, SHALL BE PRESENT FOR ALL FLUSHING AND METER TO BE INSTALLED ON THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE NOTES MATERIALS AS APPROVED BY IRCDUS. INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE AND IRCDUS STANDARD. 6. PIPING 2-1/2' OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE 3. DEVICE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 2. NO SAMPLING POINT SHALL BE CONSTRUCTED AT FIRE HYDRANTS. ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES, CHECK VALVE AND METER SHALL BE MOUNTED ABOVE GROUND. 4. ASSEMBLY TO BE PRIMED WITH RUST INHIBITIVE PRIMER AND FINISHED PAINTED AFTER INSTALLATION. 5. FOR TRANSMISSION MAINS 12' DIAMETER OR LARGER, 'PIGGING' IS REQUIRED, 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT DST. LIST. 3. WHEN SAMPLING IS COMPLETE, SERVICE SHALL BE ABANDONED AND PLUGGED AT MAIN. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. (SEE APPROVED MANUFACTURERS' PRODUCT UST) 1. PRE -PLUMBER METER BOXES PER IRCDUS APPROVED MANUFACTURES' PRODUCT8. ALL FASTENERS SHALL BE 304 STAINLESS STEEL IFI APPROVED EQUAL). 4. FIELD INSPECTION BY IRCDUS IS REQUIRED BEFORE UTILITIES ARE ACCEPTED. 6. WHEN FLUSHING IS COMPLETE, VALVE SHALL BE CAPPED. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. 9, ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE 5. O PASS PIPE DIAMETER SHALL BE SAME SIZE AS MAIN PIPE. 7. FIELD INSPECTION BY IRCDUS IS REQUIRED BEFORE UTILITIES ARE ACCEPTED, CERTIFIED FORM SUBMITTED TO IRCDUS. 6. To SECURE VALVES: CUSTOMER TO SUPPLY GALVANIZED CHAIN, IRCDUS TO SUPPLY LOCK. DRAWING INDIAN RIVER COUNTY `' PRE -PLUMBED DRAWING PJG INDIAN RIVER COUNTY V TEMPORARY Y SAMPLING POINT N T DRAWING INDIAN RIVER COUNTY v �G FLUSHING DRAWING INDIANDEPARTMENT OFN� V G DOUBLE -DETECTOR DRAWING NG INDIAN ARTMENT OFRIVER N� DRAWING INDIANDEPARTMENT OF Q �' MASTER METER NO. TYPICAL z TEMP CHECK VALVE BACKFLOW PREVENTER DEPARTMENT OF Q � DEPARTMENT OF Q DEPARTMENT OF Q z W- 1 � W-11 UTILITIES SERVICES 2 COMBINATION ASSEMBLY W-1 � UTILITIES SERVICES METER BOX W-7 UTILITIES SERVICES OR (BACTERIOLOGICAL) VY -g UTILITIES SERVICES ¢ CONNECTION W-� UTILITIES SERVICES P ASSEMBLY Jaz UTILITIES SERVICES R_ P WR M4 OR (3" OR LARGER) NN, =4 R NAa®' 2° , NA"a �„ VARIES Z 2-C(LN) _ (PER MANUFACTURERS' SPECIFICATION) - 2'-6"(MN) --WIRE (TO PLUG VALVE HATH ELECTRIC ACTUATOR) 000 i0 O N j 0 VARIES VARIES FLOAT SWITCH CABLE (BURIED IN OMDUIT) (SEE R-1) -` I (TO (CONTROLBURED �Noun) ) --GRATING D 17C 5 ? "7wQ� �IItA� ED N ..A :. = EO (EMERGENCY _ _ ... . (SEE R 1) '" _ WHEN METERS CAN PJOT BE LOCATED C M ff ff d N 0 !i "'T) Q "i -I t1 N D p FLOAT OVERFLOW CUTOFF) PRESSURE GAUGE m C ,a 0 0_ 0 0.0 3 70 X Z 0 M 7 0 7 a 0 =•Sj @ v@ 7@@ N 7 2 "` IMMEDIATELY IPJSIDE THE RIGHT OF WAY V •, \ PRESSURE -IR A 0.51 n yr n@ @ 0 3N @ 00 @ SEE W-14 No.10 - 7 3 t1 7 0 TRANSDUCER HIGH 1MATER LEVET ( ) C. �6Gy@7@ � 7 p' 7 ID^1@G@ :70'� III-' N(- 0�r� 0 -6- �' -+H i0 THEY MAY BE LOCATED INSIDE THE w oI �\� DAA i- i i Ii 'i'. DOUBLE CHECK YALYE p ��\ 2` GATE v v a @ 0' W 0 4 `@ 0 D C " 0 3 @ o » @ C m PROPERTY LINE AS DIRECTED BY IRCDUS -zI w �� - _ry? + I TLS'.. . \fi \�/�j VALVE (TYP) 2' SCH 40 Tee' _ - a Ti _ ,QI, @ 3 a 5 0 3 "' �- @ ® I + y- " OR "Wye` (TYP.) 3 A C T U 0 7@ 0 Ci a 0 y m C 0 0' 0 q + 0 5 a 5 (1 z@@ 5 3 ./ ] O t7 ^ - @ > APPROVED PRE -PLUMBED METER t 3ta,4_ - `P1 \ 2 METER ((} "" G p N @ U 0 @ 0 d @ @ 3 0 y @ n = C , 3 N j 0 BOXES SHALL BE POLYMER v fl -OW 1. \ \\ I A10E,4It OND 1111-YI PIPE @ @ to @ 0 •, 0 3 H'0 � 3 M td D "C d@ 0 5 'IB m m o0 3 (l y w w CONCRETE & FIBERGLASS � \ ; ' , - ^ (� ,:::;,;:;;.'.::: -0 '77_ N3 05 p7�+ T3^7hN E^' N@ Fx�3 y�@gin @ @ mC <C@ @ < dl 0 @ - 0 Q ttl0 q ". ] O WITH NO HOLE LIDaa » ;\ 1 / / :.>.' @ 5 �-, _, @ '6_0 @n-_ 0 @ , n O mo �@_ 7 STI@ \noe« z ... \ � 5 5 p 3 SEE M-7 PRE -PLUMBED METER BOXyr _ >� y \ ,. _ a CONCRETE PAD -3,000 PS - - - ��- - /'� \ r. _ p _ PLAN VIEW _\�\��\�\\\Tt _ ` M(0"-� 3 3@ {. 47E�� �3� 05 OOgC @@3 -OnT'L Tf I ODearn 7ij 0'p, O@0 @a@a �=�07 34@ '*�3N II�35� @Q »C 0� � H @ N O @ 5 n @ Q@ 3 1 1 OR 2" x i N Q '+_0 pmp O CORP STOP FIBER MESH CONCRETE %� / 7 C Q 7 @ 3@ 5 n_ 650 @_ =O 7 a 7 + 5 7 3 n `�' COMMERCIAL GRADE �/ \\ // \� \ a »*3-1 ( 0 Il @ 7 4 0 K- @ IID -ti 0 ID to @ a v 0 AI 0 0 .r 7 M 5« @ 151111 0 `" N _ 5'-0" 1'-0'FINISHED GRADE 0 50 3 5 ,1 N 5 ROADWAY - - - (L1' THDK ►DNuuM, LEHcm AS REOurzED) \ \ \ CORRUGATED ALUMNl1M CULVERT r5A DELE co a FINISHED GRADE y rt2 0 0 @0 D E E•3 �'5 @ @ @ N h @ 47t <_ N N D@ @ CDi� CI N N 0 Q III)@ 2'-0" - = 1' - SIDEWALK j SAMPLE TAP RESTRAINED PLUG VALVE W/LIMITING S@ 3 IDIIIC n N n@ 4 7 n a a 7 >j 5 ,# A 0 7 0 0 0 @ m 5 7 @ C 0@ n I ) I I I I r RESTRAINED METER WITH 1/4'0 SET-UP AND ELECTRIC ACTUATOR 2'x2' PREFAB CONCRETE (TUSHED STOr� (LENGTH VARIES) m, BOX CULVERT /\ "'/\ \ \/moi/�/� �i/�//� �/� \ \ @+-•c' 3 a x I � III � .y � 7 5 =` p5j � 7 �.0 � � W � � j C � 7 � � � � � 0 / \/ \/ "/ \i +� TOTALIZER (NOTE 3) WIRE (-O � ELEVATION -STILLING WELL UUU�i i\\/ /\\/ /\\/\\/\\/\\/\/\\/�\/\\/�\/ \ \/ �;5 @ @ C 0 n R 3 @ q . * 5 N m 0 @ @ Ota @ 0 { _' '.>;• ..: /\/\/'/ / / / /�/� 9 'BEND (TYP) PRESSURE TRANSDUCER \\ / / / / / / / / / / / / ?? 7 C : D g N :: 7 @ N @ - s 7 @ ^ N ff `2 ^ // /'/ // // // // // pFLG x FLG} CHECK - (ta1RlED ar CONDUIT) REINFORCED CONCRETE \/\/ /\ :\/�\\/):� /)�) �\/)�\/)`%I/R/. \ \\ @ 7fO 3 @ @ @ N rtfG 3 @ N a -•O,-. ; VJ . 0 n @ 0 @ @ q * N �j\\/\ \ z w%\ -' /\�\\,\\\\\\\\\\\\\\\/\\\\\\ \\\ _ 45' BEND (TYP) PIER Z, r / r r / / / / + - VALVE ECD FLOAT SWTCH CABLE 7 IDD 505a 4 @ 7ff 0» / // \mow /� '+ @ @ N 7 E' IA 0 C 7 n T3 L fl 3 @ n @ ' e \ \ \ �--w CONCRETE PAD -- • @ @ 7 @ 0 m 0 N , m @ -m � © m n 6 7 ff 0 tr 3 @ 2 ;4, s 0 @ \/\\ . - O TRACE WIRE I< 1 (e' THICK MINILAIM) ( ) m D, , 0 N 19 @ ® @ w ,� + t� 11 N- M d , ff 7 SD 7 ED IN Kx1LAUl1) CORP STOP a @ @ 0 0 C 7 `0 O TO CONTROL PANEL - (TYP) rO C 7- ff 9 5 N 0 3 C @ 0? N- _ � 1� / \ {@ L -a @ » � @@01 <& 03 -* 7 Cw 7 w C r) UJ 0 @ ^' @ .. 3 ff ' G n T@L @ @ @ rt : III In 3 R` 3i I rn W OxGATE yVE ( ) ; 5,. + @ @ < @ 70-,.,< 1 Q @ @ 0 @ N ,. _ C !� @ -• A @ GALE YALYE D.I.P. TYP :;'lc r _ _ 0 a @ W@ m rt a �' (A M@�@* M ~ a @@� q lJ n 7 a y 0 5 Q MARKER BALL N W/BOX n4 W 30'(MAX -} jf JI W 3 a 11 7 t4G @ �II T � � 3 � 0 � � � � ^ -O a �C 0 0 @ 0 -n m � � + + w EXISTING � j 12" (MN) � EK➢� VARIES .,� \ (j .. @ rt Q l➢ @ 0 _ % 5 z 1 HANGNG PLACARD ��� 45' BEND 30`i NIMUM) ' .: YAPoES\//45• DIRECTION OF FLOW t@p y j O a V Q III (p 4 7 A ff 7� 5 7 yt� 70C Nw C a p 6 GI LONG SERVICE J GRADE �- :� • .r• : u 4. `.- .,. r ? ^-:' •::.- :...� L• I :.i «aj " ) �• @ r 7 @ 3 (f n 7 (J7. m n 5 a ff m T .. L 3 ff C D _ I A - } IN LINE DUAL CHECK ° s •: �+ - M = i L, a' ' z• ` ;;i y;;•` / EXISTING GRADE I " to I k t..! , ,,..v-- ?r•?;4 \ MGH WATER LEVEL TIE-IN VALVE TO BE 5 N "{ T7 r �, N 0 - F ' C C1 m @ @ "^ _0 @ p V BY IRCDUS o , ,. .y.yv�4,j fw... , \ \ • \\� \ \ \\ \ \ \`Y~ Y \\� // ///\\ 1% % / y `, '\ CLOSED AND LOCKED 2 SERVICE DOUBLE @ N @ N a @ 3 @ 7ffQ CO 0 n `5 "ff - 7K c a 7 PVC CASING SLEEVE IY I ~ 1 /�/ / ,c / / / 11111 // i\ \\\/\Y \\ /`/\�/ f SADDLE SS (TYP) a 111 @ 3 7 @ p 0. N . CI C G D qs p @(110 . ^ 0 QP 7 3 7 ( ) w o \/ � 1\/ \ 1� i io i�\/ / / / / //\/ \ t. NEW WATER MAIN U @ ,", G1 , - 1M 5 M rt Ib WATER MAIN EXTEND UNDER SIDEWALK I1 % \ )�\ / I I / / / / // / ��/ / 0 a 3 ID n • @ @ q = 3 y _.. ? �t @ 7 @ @ o / \ Z : "I" \ \�\���\i�i / / mD CL,9ID @ 7C 0 @ w @ fi , T @ p 4 ff M " o- 1026E PREFORMED BETWEENPIPEAND - s \ \/\� � \Y� / - wi m f'DNIX @ @ 0 @ BRASS , \ \i, / /I/�/\/ /\� / =r EXISTING WATER MAIN WII ,7 7 mT3 3 @ C„ip 0 @@ Q = 5 @ @" �`- d DOUBLE STRAP FLOW / / / / ��/`/\ rt@ @ 4 L @ li Q -1 @ @ _0H Lv@ +p 3 W SERVICE SADDLE ELEVATION FLDw CONCRETE OR PIPE SLEEVE /� �/\\�` �, 3 C MQ ff •i? * 7E 7` � wm , @ !(1 90' BEND (TYP) _ .- . / \ //\ <. ELEVATION °`@ a q o @ n 7@ (T 7 K n @ 5- a @ CONTINUE DISC A ELEVATION PIPING (SES R-2} DISCHARGE PIPING tr ?',a,, \\\/ \ \ y -� Jiyi\�i,\yi, �i/\y/\y / / / / , t$ Ti 0 C 3 - 0 1n @ C @ @ 6 K NOTES 11 \ \ Na 4 STRAP AROUND BEND �/ / / / /\ \ 3; N0 I� � n13 @3� ��"z ,3 7¢mv_ aOaj la * ,`\i\V�\v �%1�\\`__////,-//-i\�/ / 7 7 -i 7_ OL 3 @ @ @ 5 P 0u �7n' t) @ @ 1. ALL ABOVE GROUND PIPING SHALL BE PAINTED PANTONE PURPLE (522C). \y;\\\,\� \5���/ CONCRETE THRUST BLOCK `\�\ice\�\\j/�\� NOTES o .A @ _ - 0:5 0 <. n1; �'v -�@ �`'� @ °` i f 5 SEE NOTES INDIAN RIVER COUNTY 2. PROVIDE A HANGING PLACARD WITH THE WORDS 'RECLAIMED WATER IN USE.' p rt 3 0 •, a n 0 @@ @ R -N 0 @ zs DEPARTMENT OF z WATER SERVICE ELEVATION -DISCHARGE PIPE a 0 , n N 3 < ( il @ .� 7 _ tD 0 7 N p + N Vr o 9 W- 4 3. PROPELLER OR MAG METER SHALL BE LINKED TO IRCDUS RTU FOR REMOTE MONITORING 1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE , - II s 5 C' ID @ e ' ,< @ =1D In7 IDT � X, I z UTILITIES SERVICES 4 x� (OUTSIDE OF RIGHT OF WAY) BY IRCDUS. THE METER SHALL REPORT IN GALLONS PER MINUTE. PLUG VALVE SHALL BE NOTES @7 I ^ 07 '@ 0"' 0� 777 C 3 � Gt�DS �4 z L R19A PRESENCE OF THE ENGINEER OF RECORD. REMOTELY ACTUATED VIA EXISTING IRCDUS RTU AND BY PRESSURE TRANSDUCER. . . V q7 III -.a 5� ff N� �� '� ff @m �m� 2. ALL LINES TO BE FULL PIPE FLUSHED. 0 W i , Iv 17@ @ r7 M ff -C �-c 0 7p i9 0 . 0 N N`3 m IN LAKE. PLUG VALVE MALL REPORT "PERCENTAGE OPEN' POSITION. INTERGRATE i. ALL ABOVE GROUND PIPING SHALL BE PAINTED PANTONE PURPLE (522C). 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. ,Wi @ @ 0 II a = v @ 0 N @ @ N @ C @ » ALL LOGIC WITH IRCDUS SCADA SYSTEM. 2. PROVIDE A PLACARD WITH THE WORDS "RECLAIMED WATER IN USE." 5 4, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. A 2' TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. m a 70 0 n ,@1� @ ,fie: D m r 0 @ � @ 5. A TELEMETRY AND MONITORING DEVISE IS REQUIRED AT DISCHARGE. DEVISE TO BE 5. CORP STOP SHALL BE PLUGGED AFTER REMOVAL/ABANDONMENT OF TEMPORARY JUMPER. @ N @ - _, �, E ff @ 7 5 N ff II 0 G I I Q M 4. DISCHARGE INVERT TO BE ONE PIPE DIAMETER (MINIMUM) ABOVE METER TO MAINTAIN FULL PIPE. 5. WHEN JUMPER IS NO LONGER REQUIRED, SERVICE SHALL BE ADANDOEM AND PLUGGED AT MAIN. m @ KR» O@'S & »41 @ @. ff,* d_. @ ID @ INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 5. A TELEMETRY AND MONITORING DEVISE IS REQUIRED AT DISCHARGE, AS APPROVED BY IRCDUS 7. FIELD INSPECTION BY IRCDUS IS REQUIRED, SERBEFVICE UTILITIES ARE ACCEPTED. tD C 7 m z 91, @ 5 n 0•=• 5,: @ @ @ 0 7 3 0) 7 6. ELECTRICAL PANAL SHALL BE PER UFT STATION ELECTRICAL PANEL, SEF DETAIL 5-18. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. tD 00 @ a 0@ @ 3 9 0 a F ` 3 an a 0.m 3 a 0 4K ELECTRICAL PANEL TO BE LOCATED AS CLOSE TO METER AS PRACTICAL DRAWING V INDIAN RIVER COUNTY TEMPORARY O R A R Y DR HONG INDIAN RIVER COUNTY TEMPORARY NO, INDIAN RIVER COUNTY c REUSE METER /VALVE DRAWING INDIAN RIVER COUNTY REUSE PIPE DRAWING DEPARTMENT OF �; DEPARTMENT OF A DEPARTMENT OF Q TE DEPARTMENT OF Q JUMPER DETAIL W-14. UTILITIES SERVICES � t. y ASSEMBLY DETAIL R-1 UTILITIES SERVICES DISCHARGE DETAIL R-2 UTILITIES SERVICES aE JUMPER DETAILW-13 UTILITIES SERVICES NOTES .1--1 p R Nana 204 RI NNt01 s°,. 0 L 1 LO to ti I( N \ to C) CO -:,�, P, Z H} Z Q 0 in U) Ir n� w a Li CL 0 0 w w 1n 1n wIli (i- cr Q �" N t_ U)O 0 U 1 Do Do ao � o Tri m m n ,7, w � cza U � Q O Lki V (/U) O Z4�OV � W w��wawrrxP,,t- ww-§ .W>- c2W oa�� -0 NaQzwzo4a¢a~3 www �xozzwo5 S �=> I- =U' Mwi=�O'o�Ww30rx L wo�gwwa�cKwirL \ a33��123w�acOi / / - . iyr Z ■ � E O J � M(D v Q C ■. Q Q - j'0 o cn 0. O DO LL (n 0 zQ =o U O 0 O Q •1-- O W -i 0 zz 0 < Z O2 So WW VJ � Q - N O VJ 06Zt o w W7) '= 51- _j z 0 �' ti {rte � z 0 r-- 1_ Lxj - J E Z c) o L� Q v > 04 Z y_ ja Q J j ti C) r - D � z- (f)N 2 � � ti Uv T- W V/! � ) U [_ = I 0 (i) J 0 Q cy Z W W Q U ~ ry J 0 V I Ld ry 0 Q v) .11/ ,ENGINEER CERIIFICA71ONN ❑ JO 11111ERE . N0. 47048 JODA . BITTLE FL . NO. 57396 ❑ WI A P. STODDARD G. NO. DAT 'j� - 30 - SHEET 13 PROJECT NO. J ` 14-051 ./ r 2x4 MARKER PAINTED GREEN MANHOLE NOTES (SEE NOTE 5 & S-2) IRLnus RESPONsiBiulY _ _ MANHOLE FRAME FINISH GRADE e EASEMENT OR R.O.W. AND COVER 6' CAP m m 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO �OF ROAD CROWN V) w PLUMBING CONTRACTOR MEET OR EXCEED A.S.T.M. A 185. CONCENTRIC LEVELING RINGS z ELEVATION OF ROAD w z l z z RESPONSIBLE FOR CONE 4 COURSES rN) x o a z 4" RISER PIPE PATH 90' BEND FOR SERVICE CONNECTION �' O_ RISER & CLEAN OUT MANHOLE COVER - LETTERS TO 2• ALL CEMENT TO BE TYPE I OR TYPE II. °COURSES �M"'I) a F- V) .. ' J & 4' CLEANOUT GROUND LEVEL (TYP} SEE NOTE 4 r w BE MARKED SANITARY SEWER" I I V z 2'-O" ~ -^ 1~ I r r COVER W w - N O w w -DEPTH 2' MINIMUM DEPTH 2' MIN p 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO SEE PIPE OPENING MEET OR EXCEED A.S.T.M. C 478. DETAIL S-11 �I ■ a MINIMUM SLOPE �4" PER FT a v a INSTALLED PLUG (TYP) ( ) cA o a FINISHED GRADE N USE GREATER SLOPE o 0 I w 0 4" CLEAN OUT) 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL n a WHERE POSSIBLE a I a - DEPTH TO BE DETERMINED IN THE ( 22-3/4" _ J FIELD AS REQUIRED TO AVOID j 2' CONCRETE FINISHED SMOOTH WITH STEEL TROWEL, w v V UTILITIES 3'-0" DEEP (MINIMUM) L7) I 1 _ y y y y y y y y / y/ y/ y/ y/ y/ , 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8". j SLOPE j - _ /� - SINGLE SERVICE AS SHOWN ON // ///� (j�//�//�///i�//�//� /�/ % %%% /�/ I U 4t � �j STANDARD LATERAL DETAIL (S-1) �� `i/`/�i/�/�`i/��/`�/�� �/�\�/��/// ��/`�i/��ij `//?`�/��j��/r� / 6. INSIDE & OUTSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF EW -1 FILL CONCRETE + 1:,•: WATER BASED EPDXY. 1 COAT RED, 1 COAT BLACK, FOR A TOATL OF TWO COATS. DEPTH TO BE I CL OF ROAD CROWN / /ice/i ��/ice/ / ` O (} OR BRICK W/TYPE MARKER BALL TAPED DETERMINED IN THE ELEVATION OF ROAD ��`i�/r``i` i;i L OR TYPE II ������� �/���/ 24"- 36" COVER - SECTION 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. / Ij, TO 6x4" WYE (TYP) FIELD AS REQUIRED TO ELEVATION CEMENT MORTAR PIPE INVERT AVOID OTHER UTILITIES (TYP) I I 6. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 8' 4'-O" ID 8 W m I ui 0 INSTALLED PLUG �`i� / /i� i - - o N z \�//�. */���i y�� ;� �� I I 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT VYHERE DROP CONNECTION REQUIRED. I -no DOUBLE SERVICE SINGLE SERVICE i ��� / /, r (s' CLEAN OUT) 1 6'-4" OD Un- I TYPICAL I U \\�/ /\\�\\ \/ I I r D 22-15/16" 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL uj / / TYPICAL TRENCH CONTOUR/�/�. 20_5/8• STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE 6"� DURING CONSTRUCTION /�/�/� - STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE ��� �/ `��j�j/ J ( POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION ELEVATION STAN )ARD "Y" BRANCHES - - BENDS AS REQ'D /� 1 I DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. TO BE LOCATED IN THE FIELD `j 6'x6' WYE COMMERCIAL �%/ \ 3,-0 �% J I SECTION A -A 2" INSTALLED PLUG --WRAP WITH I 6'z4' WYE RESIDENTIAL 6"x30' LONG \ ( + _ -?/ 1 7' 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL MANHOLES. s/4" �� 12. NO. 40 BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). (TYP) DETECTION TAPE z RADIUS BEND GRAVEL 6•0 a 13 SLOPES ON AND EXITING CHANNEL ANNELEBOTTOMS TO EQUAL SLOPES OF LINES ENTERING MARKER BALL TAPED S. w ,. r. CONTINUE GRAVEL BED CONCEALED WATERTIGHT BENDS A5 ARE 4" WYE (TYP) I o - UNDER & PARALLEL TO 45' BENDS FOR RISER PIPE (TYP) PICKHOLE 14. 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL r SEE MANHOLE EFFLUENT & INFLUENT DETAIL REQUIRED x Il SAND +sp PIPE INTO UNDISTURBED STANDARD 6"x4" WYE (TYP) w BED J': IRCDUS CONTRACTOR RESPONSIBLE PRECAST MANHOLE TOPS AND CASTINGS. . •�:•;r;SOIL TO PROPERTY LINE PLAN VIEW 6"SOF SEWER MAIN TO BE PIPE INVERT -� `i: I` FOR SEWER LATERALS MANHOLE FRAM AND COVER . + ,'r;=» STANDARD 6"x4" WYE (TYP)- 24-314' 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" NOT SHOWN FOR CLARITY J ON � OF STREET UNLESS SEE S-3 WATERTIGHT BOOT SHALL BE PROVIDED AS REQUIRED BY IRCDUS. �J OTHERWISE APPROVED w wm 3' -fl' PLAN VIEW a _ SAND EXCAVATION STANDARD 'Y' BRANCH RAIN GUARD 16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). o m /6'x6* DOUBLE WYE COMMERCIAL BY IRCDUS 0 o z TO BE LOCATED IN FIELD � o � 6"x4' DOUBLE WYE RESIDENTIAL a o DETAIL (AS REQUIRED) FRAME -SECTION 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE �a- a PLAN VIEW �w ELEVATION 45' BEND- AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS. IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. Ld of K of IRCDUS RESPONSIBlUTY -4- 18. A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURERS' EASEMENT OR R.O.W. ... NOTES PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. NOTES .a 19 NOTES 1. ALL SEWER LATERALS (SINGLE, DOUBLE, DEEP OR SHALLOW) SHALL HAVE A RISER PIPE NOTES . MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS NOTE APPROVED MANUFACTURERS' PRODUCT LIST. MANHOLE LINERS SHALL BE 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 WITH BENDS AS REQUIRED FOR SERVICE CONNECTIONS AND WITH A 4" SEWER CLEANOUT 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6' IN DIAMETER. 1. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. AT FINISHED GRADE 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS INSTALLED ALL MANHOLES RECEIVING PUMPED SEWAGE, PLUS 5 MANHOLES 2. SEE STANDARD MANHOLE CASTING DRAWING N0. S-4 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. 2. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION AND APPROVED BY INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES IN EACH DIRECTIONS(AS DIRECTED BY IRCDUS.) 3. SEE PIPE OPENING DETAIL DRAWING NO. S-11 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. AND FOR CUTTING 4" SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. , 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. 20. PUMP OUT MANHOLE SHALL BE LOACTED WITHIN 20' OF LIFT STATION 4. SEE MANHOLE EFFLUENT &INFLUENT DETAIL DRAWING N0. 5-12 4. MARKER BALLS TO BE TAPED TO 6'x4• WYE 24' BELOW FINISHED GRADE. 3. MARKER BALLSTO BE TAPED TO 6'x4" 24" BELOW FINISHED GRADE. 3 MARKER BALLS TO BE TAPED TO 8'x4' 24' BELOW FINISHED GRADE. AND CONSTRUCTED OUT OF RIGHT OF WAY. 5. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION 4. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION WI AND FOR CUTTING SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. (SEE S-3 DETAIL) AND FOR CUTTING 4' SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. V DRAWING DRAWING DRAWING ° MANHOLE DRAWING INDIAN RIVER COUNTY STANDARD LATERAL NO INDIAN RIVER COUNTY M 0 D I FI E D RISER LATERAL NO INDIAN RIVER COUNTY V SEWER LATERAL RISER DRAWING INDIAN RIVER COUNTY �' STANDARD DRAWING INDIAN RIVER COUNTY NO IN DEPARTMENT O 1. a N0. DEPARTMENT OF DEPARTMENT OF a DEPARTMENT OF MANHOLE NOTES S IJ UTILITIES SERVICES STANDARD SHALLOW DEPARTMENT OF A DEPARTMENT OF r�S-6 UTILITIES SERVICES (SHALLOW SEWER) S-1 UTILITIES SERVICES 4 P (DEEP SEWER) S-2 UTILITIES SERVICES RL A (DEEP OR SHALLOW SEWER) S-3 UTILITIES SERVICES A MANHOLE CASTING S-4 UTILITIES SERVICES ORI Nuw zm, 4- RI � waw zm, LORI NAa m„ LORI NAaw m„ MANHOLE FRAME &COVER SEE PIPE OPENING MANHOLE FRAME & COVER SEE MANHOLE SEE PIPE OP�NING SPACE AROUND OUTSIDE OF PIPE SHALL BE - DETAIL (S-11) EFFLUENT & CUT CLASSIFICATION DETAIL S-11 , / COMPLETELY FILLED WITH NON -SHRINK GROUT. INFLUENT DETAIL HEIGHT / 'VI 4' ID / REMOVE CONCRETE AND BEND EXPOSED EXISTING / 4'-0" ID _ % 6. STANDARD REINFORCING STEEL AROUND OUTSIDE OF PIPE V LEVELING RINGS w B - /�� 'T' BRANCH / (FOR FIELD INSTALLATION) j 2 coiNses (MN) SEE MANHOLE _ PIPE / z j - / e (uAx) oz < INFLUENT DETAIL^+ INVERT A ;� A /. 24 3/4" f / ;.I DROP LESS --� a < e PIPE INVERT / THAN 24" • / PIPE CONNECTION TO BE jj��(� ggEENNE BOOT - > '`' / '� ` °I COVER ALL AROUND / WITH STAINLESS CONCRETE 6' (MIN) STEEL ACC�SURfES FLEMBLE 6' (MIN a o / v.l h • / / PLASTIC / Z a (BY CONTRACTOR) SEE MANHOLE -}- � I / 6" (MIN) ADDITIONAL REINFORCING BARS GASKET • / 0 I ( ) O SLOPE ��' I :'.t•� EFFLUENT & r =I'= ,. -T�- 0 / / �`�.} •:.•',• I TYP - H.P. ELEV. OF FILL CONCRETE_ REQUIRED AT OPENING. SLAB TO I o g / 0 0 2" 1 INFLUENT DETAIL (TYP) f TO BE TRAFFIC BEARING. SUBMIT o o _ -� ,°� 2"PER FOOT SLOPE ) TO BE SAME AS OD OF PIPE \ / SHOP DRAWING FOR APPROVAL I / I I �:"tet;: :;:•, + .;•:=_�/ STANDARD LONG r' :' :.:: ELBOW SEE MANHOLE EFFLUENT I , PLAN VIEW o 8--✓ _ a' -o• ID _ j �_ ,.' :�'. . RADIUS ELB `+- OR 5'-0" ID o o////�//////%SEE PIPE OPENING-/ & INFLUENT DETAIL / I •*- •Y '' I-' ROCK `` L! SLOPEDETAIL (S-11) j j / //// (20'"U STREAM) / & - 24--JFILL CONCRETE / / LEVELING RINGS / SLOPE / Z FILL CONCRETE - z couRSEs MIN) > � � -" '�- EXTENDED SLAB CAST OR BRICK W/TYPE 1 •-• • • °°-• GASKET s cou"sR MAXI Z / 2'/FT 2"/FT / INTERGRAL WITH BASE OR TYPE II / PIPE TO MANHOLE CONNECTION / A A OR BRICK W E I _, �-8" o % ; : '� I `° N at TYPE II CEMENT MORTAR , / TO BE NEOPRENE BOOT WITH _^ \\/ Q U -• :.n : fJ4 / I CEMENT MORTAR t ELEVATION 6" �) / STAINLESS STEEL ACCESSORIES % L,_ 24" --I / // ,///�//7/� I i ELEVATION (_ r' • :_: 4 / 3/4" ROCK �' o a s' M N� t t SECTION A -A S LOPE + + -�' SECTION (20' DOWNSTREAM) FILL CONCRETE OR BRICK W/TYPE I OR TYPE II S �j�-- 4'-0" ID 8" Ir t° 41 PIIVPFERT A � A �, - CEMENT MORTAR SEE PIPE OPENING -�f > w' A w A FILL CONCRETE ///////////j�jj�//��/�����Ji •U DETAIL (S-11) rr o E PIP OPENING a SLOPE / OR BRICK W/TYPE I DETAIL �S-11) ELEVATION 2 -/FT TYPE II MANHOLE FRAME & COVER th N -3 (MINIMUM) 6" MIN -.._'.`•, CEMENT MORTAR ELEVATION NOT SHOWN FOR CLARITY (nP) SECTION A -A PLAN VIEW FILL CONCRETE--�'������//y��������� 8' PLAN VIEW OR BRICK W/TYPE I t PLAN VIEW ELEVATION OR TYPE II ELEVATION. PIPE JOINT DETAIL AT MANHOLE. CEMENT MORTAR PIPE INVERT TO BE USED WHERE DROP IS 2' OR MORE SECTION A -A TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-O" -�'- TO BE USED WHERE DROP IS LESS THAN 2. NOTE TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS, NOTES .. �- NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 NOTES 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS NOTES 2. SEE PIPE OPENING DETAIL ORATING N0. S-11 NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-4 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE PRODUCT LIST. 3. 3/4' ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-4 3. SEE PIPE OPENING DETAIL DRAWING NO. S-11 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES 2• SEE PIPE OPENING DETAIL DRAWING NO. S-11 3. SEE PIPE OPENING DETAIL DRAWING NO. S-11 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE IRCDUS. V MANHOLE DRAWING V MANHOLE DRAWING MANHOLE DRAWING DRAWING - DRAWING INDIAN RIVER COUNTY V DRAWING HOINDIAN RIVER COUNTY Na INDIAN RIVER COUNTY NO. IN DEPARTMENT FNS NO. INDIAN RIVER COUNTY PIPE OPENING DETAIL No. INDIAN RIVER COUNTY MANHOLE MANHOLE DEPARTMENT OF DEPARTMENT OF A 7 DEPARTMENT OF Q DEPARTMENT OF _ DEPARTMENT OF STANDARD DEEP Q TYPE "A11 DROP TYPE "B" DROP q FFLUENT & INFLUEN S-12 UTILITIES SERVICES SLAB TOP S-7 UTILITIES SERVICES S- U UTILITIES SERVICES S- D UTILITIES SERVICES t S- 1 0 UTILITIES SERVICES S-11 UTILITIES SERVICES ORI A NAaw M4 ORI 4' wacx zm, L R MaacM mu OR waw zo„ ORI � NAaw mu ORI NAaw m+s ASPHALT PAVEMENT FINISH GRADE / o // F U z > FORCE MAIN m GRAIN STANDARD LONG - RADIUS ELBOW -- al CUT HOLE (USE ­` NEOPRENE BOOT TO SEAL) ' } (SEE NOTES S-5) FIBERGLASS LINER 4'-0' ID ELEVATION NSTREAM T (TYP) IN) NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 2. SEE PIPE OPENING DETAIL DRAWING NO. S-11 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 4. NO INSIDE DROP WILL BE ACCEPTED. 5. MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS OR APPROVED EQUAL AND SHALL BE ENGINEERED TO A STANDARD OF 16,000 -POUND VERTICAL DYNAMIC WHEEL LOAD (AASTHO H-20). FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED STEWAGE 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. V DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF FORCE MAIN TIE-IN S-13 UTILITIES SERVICES L0RI �' NAacM mu 1 / x O O O in Z1� J 4 Ma) (D �J Q J 2 Q N it a a w ow N 5 S w w w N 5 N r z In 7 U I O] m m O LO m m m sll � W W z z w wo N r z�+-NYU Ow w w W U> 3 ON WO F-dJU=ow �d�aw�Z WZO�aa�yi cNa�-w¢�=ozzwog Zo��oUwo�m� ijw=x�ii�ww3�ir w z wo +�a33w�N3w�ao, UC3 ' x O O J 4 Ma) �J g O � (O co LL N 2 Z o O U c:Q W O O o Q - W J o : m- W W U/ 1- O / 06 z o a rn = WO J U'(A _ O CV L Z ❑ ti r W o I v m U- W Lu � WLu CV W OCN � � ~ C� J j ao p z (� f� �J LLJ V/ V J fNgNEER CER77FICA71ON ❑ JOSEPH SCHULKE FL NO. 47048 ❑ A BITTLE FL G NO. 57396 ❑ AM P. STODDARD REG. NO. 57605" 30 ?015 SHEET 14 PROJECT NO. J ` 14-051 i ASPHALT BRASS VALVE INDICATOR DETECTION TAPE ! TRENCH WiDTH I FINISHED GRADE i SURFACE VALVE BOX PAD DRIVEN OR ANCHORED FLUSH (SEE NOTE NO 6) PROVIDE TRENCH "I o 0 0 0 0 0 0 0 0 0 0 0 0 � 38' SQUARE {SEE M-6) INTO ASPHALT SURFACE Ir - SLOPE AS REQ'D TRENCH WIDTH 'W` 4' MIN MECHANICALLY - L1 OBSTRUCTION I SLOPE TO �.. �, ;i.;. `, i , : :: PROVIDE TRENCH SAW EXISTING SURFACE RESTORATION `v o 0 0 o a o 0 0 0 0 n Ili SLOPE AS REQ'D I FINISHED GRADE PAVEMENT 12" w N r, N ID MIN EXISTING U w ( ) l I i I 35' X 36' X 8' THICK FIBERCRETE PAD AT EACH o: BASE o 36 MIN COVER +,-, .. ..�: ... • .. l:. * "'' VALVE BOX IN PAVED AREAS (TYPE Q '/ 0 O O O O O O O O O sn O O -+ •'. ;;#•:. .r`rox.:..., is.!6,.a 12 M �' `*k(' '. x :'�°:':+ ••" •I 24' X 24" X 8' THICK FlBERCRETE PAD AT EACH ...r :.:�:.,.:.: xo-sssss:. +. . .. ,1r UNPAVED AREA E i K E i!: tl • •;yi hr t' `� ... VALVE BOX IN S {TVP II) _ ` >'j', d '+ii 0 0 0 0 0 0 n o 0 o n n 41 PRES •.•: µ'!. .!_ i SEE M-5 o SURE MAIN: ' ( ) 2,0- .s..a:.\ L'_.'i 1111:.x ........ .. .. ... .�;I .. .... ;r ti': ':e �i, !l N N + NI., _ 'u` .. < • y _ CQ 0 o 0 0 0 0 0 N m I o -. N b N N 0 0 0 0 0 o g b O o O b n N ryryn N N a o 0 o g r, N � g ro o 0 o g o o g m m ' N n v N N It O Y O po Os `, '- OOi N N tp� 3 7: O 0 r m N Z N 01 N N J • " r I1. : - ■ • •• Vi - NOL 30 CURB BOX 2'0 TO HOUSE TRACE WIRE SEE NOTE NO. 3 . • .. MR:. CENTER A FULL LENGTH OF PIPE 1'.I oDNnNuous li7 FOR ACCEPTABLE � AT THE POINT OF CROSSING BASE �K 1.{ VALVE BOX UD SEE NOTE 7 g NTH DUCTILE IRON UD IS TO BE DEFLECTION +x -' ( ) I PROVIDED IN UNPAVED AREAS (TYPE II) of .. 7 ROCK TO EXTEND .. WRAP WITH _z o ABOVE EXTENSION . FILTER CLOTH � Al. :. ,_ ELEVATION IIx ` ' PROVIDE EXTENSION . `i 10 W. . z «" AS SHOWN%% s>:t:: q NOTES TRACE WIRE VALVE BOX a jlllia 0 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR VALVE Z: PROPOSED GRAVITY, VACUUM TYPE SANITARY SEWER, STORM SEWER OR PRESSURE - 11 ri'lwp ,-4,I,I111.1 I IY TYPE SANITARY SEWER, WASTEWATER, STORMWATER FORCE MAIN, OR PIPELINE_Zy Ld CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER TYPE I MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST - f UUKINU GVNJIKUGIIUN �i - AT 98% f = - f "` ""° w a 12 BELOW THE OUTSIDE OF THE OTHER PIPELINE, IT IS PREFERABLE TO LAY THE PAVED s y; / / /I � �N , , , _ _ WATER MAIN ABOVE THE OTHER PIPELINE. s _- VALVE BOX LID (SEE NOTE 3) ;IIIA a�� a m m N m a m z TRACE WRE >s31 3/4' DIA BEDDING ROCK 12" PIPE 12 o� w 2. AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE , 3/4" DIA BEDDING ROCK ��' i OR PEA ROCK WHERE -- UNDISTURBED SOIL - _ _ _ _ _ _ _ J CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER M I ALVE Box PAD FINISHED GRADE OR PEA ROCK WHERE 12"- PIPE_ 12" CONDITIONS REQUIRE OD :r -- A N JOINTS 24' SQUARE (SEE M-6) UNDISTURBED WILL BE FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CONDITIONS REQUIRE IOD -- I � 0 0 0 0 0 0 0 SOIL TRENCH WIDTH wo - N "' �' N CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS j�`l/ t - �� y, / TRENCH WIDTH �j ", ' • / ,W. 'W' ELEVATION ` ARE AT LEAST THREE FEET FROM ALL JOINTS N VACUUM TYPE SANITARY SEWERS, `l . 3: ... m 2-0 BRASS INDICATOR (EXAMPLE) SHALL BE FLUSH WITH W n N N 0 n � _b 0 0 o STORM SEWERS, STORMWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED 'i ^, - ' ..' / TYPE II PAD/PAVEMENT AND SHALL BE WET SET IN CONCRETE OR > 0 w WATER AND AT LEAST SIX FEET FROM ALL JOINTS IPJ GRAVITY OR PRESSURETYPE �� j ,,, \ UNPAVED AREA DRIVEN/ANCHORED IN ASPHALT ELEVATION NOTES = N N n 2 o -:2 . 0 0 0 o d ¢ SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING sI �� 2"0 BRASS INDICATOR SHALL BE v VI RECLAIMED WATER. ���/ M MET SET FLUSH INTO FIBERCRETE PLAN VIEW '"�- 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED Q Vl - N CITES METHOD OF CONSTRUCTION_ LU o 0 0 0 0 m o 0 CURB BOX 2'0 TO HOUSE ':1` 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD- F- ~ 'n m °f � N N N w 3. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' TRACE MIRE WITH DUCTILE IRON UD g°.11 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT IN DEPTH WITH EXISTING MATERIALS AND LU 0w MAXIMUM JOINT DEFLECTION. :r: ELEVATION NOTES METHOD OF CONSTRUCTION. SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.) MATERIAL TYPE TO BE SPICIFIED. L` ^1, in ;� 0 0 o in 0 -1-1 o t) W Jm "` 1. VALVE BOX UD SHALL BE PAINTED: BLUE -WATER o� a. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS NOTES GREEN -FORCE MAINS 2• SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 4. calPAcnoN PERCENTAGES srlowN REFER TO AASHTO T-180, Z N N a PURPLE -REUSE WATER L o w ENGINEERING. 3. COMPACIIOJ PERCENTAGES SHOWN REFER TO AASHTO T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC o 0 0 N N N n g Y n LL 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS. BRINE -BROWN WORKSICAL STANDARDS. C9 - W 5. SEE TRACER WIRE DETAIL. M-13 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL VALVES AS DIRECTED BY IRCDUS. (SEE M-9) 2. IN UNPAVED AREAS SEE M-5 TYPE II) A BRASS VALVE INDICATOR IS TO BE PROVIDED 4, MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. w 3. ALL VALVES REQUIRE A LAT k LONG IN DEGREES &MINUTES 5. TRENCH WIDTH "W" PIPE O.D. PLUS 2'-0". 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. J 6 .� in N �i M g �i m o cru o n0i cn NTH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION. SEE EXAMPLE ABOVE B. 2' IMIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' 7. TRENCH WIDTH "VC=PIPE O.D. PLUS 2'-0'_ ��0 6. ALL WATER AND SEWER UTILITIES_ SHALL BE LOCATED A MINIMUM HORIZONTAL 4. SEE TRACER WIRE DETAIL. M-13 INDICATOR SHALL BE FLUSH NTH PAD/PAVEMENT. ( ) BELOW SURFACE. TAPE TO BE MARKED -'CAUTION: WATER UNE BELOW', CAUTION: FORCE w O w SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL VALVES. (SEE W-1) 8. 2' WIDE DETECTION TAPE NTH METALLIC BACKING TO BE INSTALLED OVER MAIN V Z o o in in 0 o in o b o 0 o in o -1 M m 5. REFLECTIVE MARKERS FOR: FIRE HYDRANT (WATER) - BLUE 3. VALVE BOX UD LOCATED IN PAVEMNT SHALL BE A DUCTILE IRON STAY -PUT COVER, MINIMUM 24 LES. MAIN BELOW', OR "CAUTION: REUSE WATER MAIN BELOW". TRACE WIRE SHALL ALSO BE n m m w N I m N v o U_ PIPE FROM ANY PERMANENT ABOVE GROUND STRUCTURES (I.E. WALLS, TREES, USED CONiTNUOSLY ON ALL PIPE. (SEE DETAIL M-13). BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BELOW", CAUTION: FORCE Q - -- N 0 o WATER MAIN VALVE - WHITE WITH A MINIMUM 6' LONG THROUT AND SHALL BE MARKED WITH RAISED LETTERS: 'WATER', "SEWER', w rA rn TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FORCE MAIN VALVE -GREEN "BRINE", OR 'REUSE WATER' AS APPLICABLE. MAIN BELOW, OR *CAUTION: REUSE WATER MAIN BELOW'. TRACE WIRE SHALL BE USED w w Q V FOUR (4) FEET FROM ANY UNDERGROUND UTILITIES (I.E. GAS MAINS, TELEPHONE REUESE MAIN VALVE - PURPLE 4. VALVE BOX SHALL COMPLY WITH FOOT STANDARDS AS APPLICABLE. 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER CONTINUOUSLY ON ALL PIPE. (SEE DETAIL M-13). JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE W awX i� -4 m m m o a o m N io �Q LINES, CABLE LINES, IRRIGATION MAINS, ETC. BRINE -BROWN 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. M aJz m LV L7 r1 a a ) 5. NO VALVE RINGS ARE TO BE USED. OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER E MORE STRINGENT. 7. VALVE BOX UD LOCATED IN PAVEMENT SHALL BE A MINIMUM 24 LBS. WITH A MINIMUM G' (LONG THROAT) 6. IN TYPE I, PAVED AREAS, THE VALVE BOX PAD TOP ELEVATION SHALL BE EVEN WITH THE ROCK B. ALL PIPE TO BE LOCATED 5' O.C. (TYPICAL} FROM EDGE OF PAVEMENT, PER FOOT INDEX 105. 10. ALL PIPE TO BE LOCATED MINIMUM OF 5' O.C. (TYPICAL) FROM EDGE OF PAVEMENT. ALL - 0" - _ - - _ - - � m ¢ UD WITH RAISED LETTERS MARKED: 'WATER", 'SEWER", 'BRINE', OR "REUSE WATER' AS APPLICABLE. GRADE TO ALLOW BOTH LAYERS OF ASPHALT TO COVER THE VALVE BOX PAD WITH THE FINAL RESTORATION (SODDING) SHALL BE PER FDOT INDEX 105. 8. VALVE BOX SHALL COMPLY WiTH FOOT STANDARDS AS APPLICABLE. 9. VALVE BOX EXTENSIONS OVER 36' REQUIRE IRCDUS ENGINEERING APPROVAL ASPHALT LAYER FLUSH WITH THE TOP OF THE VALVE BOX. DRAWING DRAWING V , INDIAN RIVER COUNTY DRAWING q 7 TRENCH DETAIL No. INDIAN RIVER COUNTY TRENCH DETAIL Na. INDIAN RIVER COUNTY RESTRAINING NO. INDIAN RIVER COUNTY DRAWING DRAWING DRAWING DEPARTMENT OF �r DEPARTMENT OF z7 DEPARTMENT OF ra NO. INDIAN RIVER COUNTY � N0. INDIAN RIVER COUNTY NO. UTILITIES SERVICES 't t� DEPARTMENT OF Q �UR[�P (UNPAVED EASEMENTS) M - � UTILITIES SERVICES '� •• (PAVED AREAS &SHOULDERS} M - 2 UTILITIES SERVICES � � UTILITY CROSSING DEPARTMENT OF •. �z p DEPARTMENT OF z .d ­ P .1- �4 SCHEDULE AND N 0 TE SMMCH 20 4 M - 3 UTILITIES SERVICES M-4 UTILITIES SERVICES 4 P VALVE AND BOX X M - 5 UTILITIES SERVICES VALVE B 0 X PAD M -6 -.14 -.11 RT A MANHOLE FRAME " -X11 WITH HINGED LID FINISHED GRADE 1801 RETURN BEND PAVEMENT 2'(MIN) (SWALE) 3" FIBERGLASS POST CARRIER PIPE 10' ROADWAY 10' (ALL RESTRAINED) - �- STAINLESS STEEL - " ;'i --' ..1:4 . .. F Wlil......., : ;.. _ _ 20'-O" 3 PIPE HARDWARE CLOTH } AIR RELEASE VALVE ::%,.'14__ 1^x'"1'i TYP 316 STAINLESS STEEL I 10" STAINLESS STEEL :` T: 2'-6' S'-0" (5'-0) 5'-0" 2'-fi" PAVING INSECT SCREEN GASKET ;` CASING VENT I SIZE OF MAIN 11 2 _ _ (SEE M-12 - - ) - Ili - - ::\ MANHOLE LINER /_ 1/2" PVC r' ROCK BASE ' L32"� / AND FITTINGS 4' STAINLESS STEEL -� -SERVICE `` m SEE NOTE 2 " 36" (MIN) WET TAPPING SLEVE �1 .5, . z . , s / ',Ng STEEL 7 �� ". - / TAPPING VALVE _� �':zx�:.::: 5 > .... tt . Nxs,._ I AIR RELEASE VALVEr .;:::::;:!:.. ,,,W- <:>:.' Z ,.. z # : : •o A %M i - I ...... ... . - V- , STAINLESS �• � �� r�:� V) ESS STEEL ��L�". 5 0 ID / --8 w :^ .:. • .. .5,, 5 :.. r. AIR RELEASE / Q - ; -DEPTH OF COVER SIDE VIEW A - - - . VALVE DETAILS / > cD� ala,,. ; #Ir'` 3,3 :,y '' •''i' : 99'993.' s 3sn �, x , - "tom" .• ` '' = I. ":y • ,�. OFFSET WITH BENDS :. .`"'<. ,..:: ';, <:< DRILL OR THREAD OPENING, SEE M-8 / 2'DIAMEIER - CASING INSULATOR WITH RUNNER HEIGHT TO "Sa` T`;''' 4" AS REQUIRED WELD CONNECTION, OR 6" SADDLE AS REQUIRED STAMLESS STEM � BE LARGE ENOUGH, SO THAT IT DOES NOT DUCTILE IRON TO EXTEND ' Y DIAMETER NIPPLE OR INTERFERE WITH THE PIPE RESTRAINED JOINTS DUCTILE IRON M.J. 6" MIN / NIPPLE STAINLESS FLANGED FITTING 0FINISHED GRADE ONE LENGTH MINIMUM CLASS 52 PIPE (TVP) , Sim ELEVATION NEOPRENE BOOT WITH FLANGED FITTING 2' BALL VALVE 8 STANLESS STEEL WASTEWATER FORCE MAINS - )' I°i -�°' " �`- STAINLESS STEEL STRA�� i��!��:!:: ���ft�%�!!:k� ...... : ��l !:: :::::i::�� PIPE DIAMETER 8" OR LARGER �' . ., Y STAINLESS STEEL Z MINIMUM Z WET TAPPNG SLEEVE : CARRIER STEEL CASING + g PIPE SIZE I WALL THICKNESS 1 II STAINLESS STEEL I (I 03\7 NUTS & BOLTS 4" 12" 188 _ ELEVATION WASTEWATER FORCE MAINS ELEVATION r + 6" 14" 250 11 - - I11 3/4" GRAVEL OR WATER MAiN/WASTEWATER MAIN 8" 16" .250 DRAIN ROCK PIPE DIAMETER 6" OR SMALLER 10" 20" 250 WATER MAIN /WASTEWATER MAIN ' AND ALL OTH R MAIN- 4" AND ARGER STEEL CASING PIPE 12" 24" .250 (sE1161E� PLACE OVER PIPE IN VALVE LOCATION NOTES CARRIER PIPE 20" 40" I 375 MAIN 5. NOTES 24" 48" 1 .500 - 1. AIR RELEASE VALVE IS TO BE LOCATED INSIDE A CONCRETE MANHOLE 30" 1 fi0" 1 .625 WITH HINGED LID. ALL MATERIALS PER IRCDUS APPROVED MANUFACTURERS' 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE NOTES 36" I 72" 1 .625 iw ] . ::�::�.:�: ... PRODUCT LIST. CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE DETAIL 42" 1 84" 1 .625 NEW STEEL CASING IRCDUS. OR P_E. PIPE 2. MANHOLES FOR SEWER FORCE MAINS SHALL BE LINED. ALL LINING MATERIAL 2, AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND 1. MARKER TO BE PLACED DIRECTLY OVER PIPE AS DIRECTED BY IRCDUS. aE.CTiON A -g 48" 1 96" 1 .625 ELEVATION SHALL BE PER INDIAN RIVER COUNTY APPROVED MANUFACTURES' PRODUCT LIST. PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. 3. SEE AIR RLEASE VALVE DETAIL (M-8) AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE •�* CROSSING. 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND NOTES NOTE 4, SEE TRACER WIRE DETAIL. CM -I3) 3. SEE TRACER WIRE DETAIL. M-13. RE -USE MAIN VALVES AS DIRECTED BY IRCDUS. NOTE 5, WASTEWATER LIDS SHALL BE VENTED, 4. IF FORCE MAIN IS 8" OR LARGER A 4" TAP AND AIR RELEASE VALVE 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 1. NUMBER OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS. 1. IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE IRCDUS ENGINEER SHALL BE USED. FORCE MAIN 4" OR SMALLER CONSULT IRCDUS ENGINEERING. PRODUCTS LIST. ADJUSTED ACCORDINGLY. iN THE FIELD. CONTRACTOR TO PROVIDE FIRINGS AS REQUIRED. V BELUW GRUUND DRANANG ABUVE GRUUND DRAWING V DRAWING DRAWING DRAWING DRAWING INDIAN RIVER COUNTY No. INDIAN RIVER COUNTY N0. INDIAN RIVER COUNTY PERMANENT NO. INDIAN RIVER COUNTY JACK AND B 0 R E NO. INDIAN RIVER COUNTY CASING I N S TA L L A TI 0 N NO. INDIAN RIVER COUNTY N0. DEPARTMENT OF ra DEPARTMENT OF ca DEPARTMENT OF A DEPARTMENT OFA DEPARTMENT OF JACK AND BORE UTILITIES SERVICES AIR RELEASE VALVE MANHOLE M - UTILITIES SERVICES car AIR RELEASE VALVE DETAIL M-8 UTILITIES SERVICES LAND MARKER M - UTILITIES SERVICESM-10 DEPARTMENT OF R W* C AUTBMATI C -WATER/WASTEWATER) .I L R (AUTOMATIC -WATER/WASTEWATER) MARCH 2014 R MA OI 2016 R Q (BLOCKING DETAIL) MARCI 2� M -10 UTILITIES SERVICES 'f R t DETAILS M KH 2M M -11 UTILITIES SERVICES R Q (CASING VENT) M -12 MAipi 2014 -START caNST11I,cmoN STA. 121+2&10 This re GENERAL INFORMATION REQUIREMENTS GENERAL INFORMATION REQUIREMENTS FRE HYDRANT ASSEMBLY presents the basic style and format FINISHED GRADE r LOCATE MARKER BALL N 11992030 MJY W-16 mJRNS LEFT for As -Built Record Drawings to be recieved f IN ALL METER BOXES E 839180.e 16• PVC -15 LF by the Indian River County Department of 1. All As -Built Record drawings shall meet the minimum requirements of the Cha EDGE OF 1 STA.121+9&20 RFo REouIM FOR ALL Frrn O04% req plat AJ 17, Florida PAVEMENT _ OFFSET Lr. 20' MMMOLM RLowaFFs, WATER Uility Services. Refer to drawings M-16, Administration Code Pursuant to section 472 of the Florida Statutes. 1. Existing right -of --way limfts and/or easements within the limits of construction. TOP OF PIPE EL 4.51' SUMCn, FIRS HYDRANTS AND M16(A) and M -16(B) for the minimum MPcwrso RrtuvALR 2. All state plane coordinates shall be based on the Florida State Plane Horizontal data (East Zone); or 2• Survey baseline stationing eve 100', control v information requirements to be provided by y g ry points set every 500', and at angle change of direction. 12" } \WA 20+00 LT. 30 N 1199203.0 the engineer Florida High Precision Geodetic Network (superstation) and NAD 83/1999 - final adjustment, or the most 11 , MAIN 16' Pvo E a�9lsas ng ear of record to IRCDUS on / 06-49-S4-OOZ-0090-CAM&O F PIa'`�R�sT�T�45reproducible (mylar); original As -Built survey current datum adopted by Indian River County. 3. Show cross section elevations at grade every 100'for gravity sewer line construction and 50' for water line DATE TAPEIPROPT�N OPE a 444'to be signed, sealed and dated. An 3. All elevations shown shall be based on 1988 NAVD. and force main construction. Elevations that reflect any signficant change in grade between the -� - --------- -"5D--�----- -------------------- --- F -electronic spy of the survey drawings shall previously slated footage shall be shown on plans. o0snxo ie�W.M. , also be provided on a CD In Autocad 2007 4. All As -Bulk Record drawings shall be tied to a minimum of one (1) permanent reference monument CONTINUOUS #1 O STRANDED oaslinc 1e' weed I I A I format or latest version. (P.R.M.) at the end of each project One P.R.M. shall be tied to a minimum of one (1) section Cromer o 4. Existing parcels, tracts, and lot comer locations shown with front footage dimensions per plat when COPPER TRACE WIRE I one-quarter (1/4) section comer whichever is closest to the project State plane coordinates shall be platted. If constructkm project is along back of lots, then show flack lot dimensions. & EACHITCH AT END OF�ALL FITTINGS ii ELEVATION -SERVICE DETAIL � physically shown on the drawing next to the P.R.M. used. 5. Existing roadway edge of pavement or edge of dirt road. amp. i 'I amp. 5. Horizontal Control Monumentation for utility lines shall be a minimum of two (2) points at a maximum of �I 37TH PLACE 1,400 feet between points and shown on all plans. 6. Existing utilities as located in field (water, sewer, telephone, electric, cable TV, etc.) (NOTE: Sunshine 11 n9+00 120+00 121+00 122+00 123+00 124+00 125+00 6. Vertical Control (when required) for linear utility lines, such as sewer, shall have a maximum of 1,100 feet One to be contacted by surveying firm prior to survey locate; with the intent of county excavation.) I I I I I I `1 I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I between existing construction or established benchmarks. 7. Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) n IBASELINE OF CONSTRUCTION 7. All surveys that are required for the use of engineering design, and are located within a distance of one (1) mile from any Indian River County Global Positioning System (G.P.S.) control project monuments, shall be B. Existing curbs, driveway widths and types. E:astrlc e•am D d amp. tied Into the GPS monument from one (1) permanent reference point or the subdivision comer that is along 9. Existing drainage pipe crossings and driveway culverts (type, sizes and invert elevations.) EXISTING W F.M. T� ( d the survey route and shall then be tied to the survey base line. LS 10. Existing swales and/or ditches and elevations every 100' at lop and bottom if within area of construction. I $ B. All incoming As Bulk Record drawings {24'x36 shall state in 1' loitering 'AS -BUILT' and the datum used PLAN VI EW in 1" lettering in the lower right hand side of the drawing original and/or copies along with as-builtdate. All 11. Existing fences. 2'0 TRACE WIRE HOUSING orlsnnG 16- REllg YLLL incoming As -Built Record drawings shall be received on a CD, as an electronic copy, AutoCad 2012 WITH CAP (sEE M -s) 12. Existing trees and/or shrubbery. 1 format, or latest version, with a be to a minimum of two 2 state lane coordinates. NOTE: Prior to 9 ry ------------------ ------------------------ ----------- D.11 1, N50 Rte- t2� submitting the electronic copy, one (1) copy of each as bulk shall be submitted for review and approval 13. All other non-movable items such as mailboxes, flag poles, etc. STATE MANE lbO11bNIRTE After all approvals, a (24"x36") Mylar reproducible along with five (5) signed and sealed copies of each STA 721+00 RT. 11.0' RTATNNI NYNIRER AS -BUILT U 1 LT D RAW I N G 88 drawings _ 1F' �1 FORCE Man 6" PVC oFFser � as -bulk shall be submitted. All AS -Bulli Record drawin shall be in a minimum scale of 1"=40' 14. All street names. 6 1 7th PRE EL 225 9. A minimum text size of 118' is required on all construction/route survey and as bulk record drawings. mi � TYPE OF VALVE (EXAMPLE -LOWER RIGHT CORNER. 1' LETTERING) TOP ELE1rwTN1N 15. All commercial and single/muiti family residence must have parcel I. D. indicated On the plan. CONTINUOUS (k10 STRAND I I OB-49-33-002-0090-000ma NIN�IRRROFTaINRTo COPPER TRACE WIRE a 'A"`E"""1°E'I DRE ` 1D. All As�ulit Record drawings shall be certified by the project engineer or contracting surveyor. 16. All projects, which utilize lift stations, shall specify on plans as to whether or not subject lift stations are to 8 ', 11. All As Built Record drawings shall clearly depict as -built utility lines that were constructed along with their remain private or are to be dedicated to the county. AS -BUILT DRAWING DRAWING respective easement (if required). As -Built Record drawings will not be accepted unless the verbiage -� � 'I INDIAN RIVER COUNTY V "PROPOSED" and/or "TO BE CONSTRUCTED" have been revised to read "AS -BUILT". As -Built Record 17. All fire hydrants and valves shall be located with state plane coordinates, station number and off -set and �- LIJ-� `.i� r i DEPARTMENT OF J 06-49-33-002-0090-00001.2 I ;. drawings with 'TO BE CONSTRUCTED" terminology will not be accepted. shall be clearly identified on the as -built drawing. eExINDEACH HALL` HITCH ON 1 UTILITIES SERVICES (EXAMPLE) M-1 4 BELL EACHALL SIDE of t OR P ES I M�Ra m 4 12. All as -built utility construction located within the rights-of-way, easements and alike shall be tied to the 18. All valves shall be dearly Identfied by size, type, top elevatkm and direction/number of turns to open o respective rights-of-way, easement, etc. every 1,000 feet and change of direction. close each valve. ELEVATION-V�VE BOX DETAIL 13. All As -Built Record drawings shall be complete and approved before commencement of field test "` 14. Baseline of construction and station of Items to be located on the center of the roadway. Basellne 19. Horizontal directional bores shall have a profile or cross section drawing and include the bore log. NOTES stationing shall be every 1 DO', control points set at every 500' and at angle change of direction. 20. The contractor is to provide the name of business or residence, street address and tax I.D. number for all 1. TRACE WIRE IS REQUIRED ON ALL PIPES. 15. All As -Built utility livres shall be shown with a wider, solid line, properties adjacent to line extesions. 2. INCLUDE ALL COST OF MATERIAL CONTINUITY LABOR IN PRICE OF PIPE 16. Top of pipe elevations & stationing t0 be typed, listed, sealed & submitted by the engineer for locating the 3. ALL CONNECRACTOR RESPONSIBLE FOREWTHDI THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE air release valves as Construction proceeds. 4. ALL CONNECTIONS SHALL BE MADE WITH DIRECT BURY CONNECTORS. 5. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT u5i. 17. Shown with a thin dashed line, top elevations of As -Bulk utility lines and existing utility lines shall be shown for all utility crossings. DRAWING AS -BUILT RECORD AS -BUILT RECORD INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY V DRAWING V TRACE WIRE INDIAN RIVER COUNTY DRAWING DEPARTMENT OF DEPARTMENT OF u NO. DEPARTMENT OF z NO. UTILITIES SERVICES DETAILS M-13 UTILITIES SERVICES LORt9 DRAWINGS M-15 "� DRAWINGS M-16 LORI ... � ,� � UTILITIES SERVICES .auw zui4 j Z }- F�- N l- Z< Q En Of S: - of � d W 13- o o 0 W W N S 5 W Ld of it Q - N I- z LO Q, o I m Do m Mi o p OD m m ell , ZtW s C, U LU 0 0 0 U) q w C3Qw°o-w �F WIv„4Uo}m 3(tW tr w32 -a>-VOpw ,= . NaO S Zww oF>OQWp�m�� W U - ¢IW~I`IO�ZiaYl�Qc9 ow=rjwww2;mow wo==wwakc3wira ` \_a3"w`,V, �a / /10' _ w V J � (D0 J Ina) Q C w Q Q .- ('��g 0U) 011 O J.0 00 IL U)Q 00 @ ,� 00oVoQWQ OQ •- O W J M - Q 2 � 0< Z Z W W O U)> a� N(0oIM Z 0 N I W O W . 5r- Q J CO LL.(q 0 N i_ _ O L cl� Z QIII r W O >x �gm� W 1= of X W N w W "k LL,13f (D � z I J ~ QII -I F5 C] III T � -N 2: ti II iJ V ~J V-- W �J ♦ ) I ` - U V ! Ld Off 0 a Ln \.. J NONEER CERTIFICATION` ❑ JOSE , SCHULKE RE N0.47048 JOD . BITTLE G. NO. 57396 M P. STODDARD EG. NO. 57605 DAT : L 1 1�1 SHEET 15 PROJECT NO. f ` 14-051 J 'n tf)� O \ _ n Z }- F�- N l- Z< Q En Of S: - of � d W 13- o o 0 W W N S 5 W Ld of it Q - N I- z LO Q, o I m Do m Mi o p OD m m ell , ZtW s C, U LU 0 0 0 U) q w C3Qw°o-w �F WIv„4Uo}m 3(tW tr w32 -a>-VOpw ,= . NaO S Zww oF>OQWp�m�� W U - ¢IW~I`IO�ZiaYl�Qc9 ow=rjwww2;mow wo==wwakc3wira ` \_a3"w`,V, �a / /10' _ w V J � (D0 J Ina) Q C w Q Q .- ('��g 0U) 011 O J.0 00 IL U)Q 00 @ ,� 00oVoQWQ OQ •- O W J M - Q 2 � 0< Z Z W W O U)> a� N(0oIM Z 0 N I W O W . 5r- Q J CO LL.(q 0 N i_ _ O L cl� Z QIII r W O >x �gm� W 1= of X W N w W "k LL,13f (D � z I J ~ QII -I F5 C] III T � -N 2: ti II iJ V ~J V-- W �J ♦ ) I ` - U V ! Ld Off 0 a Ln \.. J NONEER CERTIFICATION` ❑ JOSE , SCHULKE RE N0.47048 JOD . BITTLE G. NO. 57396 M P. STODDARD EG. NO. 57605 DAT : L 1 1�1 SHEET 15 PROJECT NO. f ` 14-051 J GENERAL UTILITY NOTES • ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, MARCH 2014." UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JANUARY 1997." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTILITIES,U.N.C.L.E. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. CONTROL PANEL (SEE NOTE 12) MOTOR CABLE (TYP) CONDUIT SEAL BUSHING (WATERTIGHT TO MOISTURE AND GASEVENT FROM ENTERING CONTROL PANEL BOX) MATCH CABLE (FURNISHED WITH PUMP) SILENCER ANNUNCIATING LIGHT RESET NAME PLATE (TYPICAL) -2"0 PRE -PUNCHED -�� CONNECTION HOLE O RED COLOR ETM ETM ETM LIGHT WITH CAGE HING ALARM R 0%.W� IRC DWG. NO. S-16 ® ® PUMPING STATION DATA TABLE RUN INDICATING LIGHTS HOA EMERGENCY GENERATOR RECEPTACLE SEE TERMINAL BLOCK FOR SPECIFICATIONS FOR EXTERNAL ALARMS RECEPTACLE MODEL n r7 n I I I I I #14 TO RTU (FROM VALVE PIT) 1 #2 3 #4 # #� # 2" ALUMINUM CONDUIT TO STATION (MIN) ALARM HORN CONFIRM WITH PUMP MANUFACTURER FRONT VIEW REFER 10 S BMERSIBOLESWASOTEWATER TYPICAL CONTROL PANEL PUMPING STATION CONTROL PANEL (SEE NOTE 12) /// (2) 4" ALUMINUM SCH 40 SUPPORT PUMP STATION GENERAL NOTES 1. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST FLOATATION OF WET WELL UNTIL ALL BACK FILL IS IN PLACE. 2. ALL CONCRETE SHALL BE CLASS A -A (4,000 PSI FOR PRECAST AND 3,000 PSI FOR CAST -IN-PLACE) UNLESS OTHERWISE SPECIFIED. 3. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE SPLICES AND SHALL BE SIX (6) TIMES THE BAR DIAMETER NUMBER SIZE OR 18 MINIMUM UNLESS OTHERWISE NOTED I (STAG. SPL., TYP). 4. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL BE COMPACTED @ 98% DENSITY, PER T-180. 5. CHAMFER EXPOSED CONCRETE EDGES 3/4" (TYP). 6. WET WELL WALL SHALL CONTAIN A MINIMUM OF .022 SQ IN/LINEAR FOOT REINFORCEMENT, EACH WAY TOP TO BOTTOM. 7. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED. 8. ALL PUMPS AND PUMPING EQUIPMENT - SEE IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 9. STAINLESS STEEL CABLE HOLDER SHALL BE LOCATED ON OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE. 10. BOUYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL PUMP STATIONS ALONG WITH THE REQUIRED PUMP STATION CALCULATIONS. 11. NO UNI -FLANGE PIPE CONNECTIONS ALLOWED. 12. MAINTAIN MINIMUM OF 6" BETWEEN ANY PIPING, FITTINGS ETC. AND PRECAST CONCRETE. 13. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE, PLUS 5 MANHOLES IN EACH DIRECTION. 14. PUMP STATION CONTROL PANEL SHALL BE PROVIDED WITH APPROPRIATE LIGHTNING ARRESTOR. VERIFY ALL DRIVEN GROUNDS PER N.E.C. 15. AN ACCESS DRIVE SHALL BE PROVIDED TO ALL IRCDUS MAINTAINED LIFT STATIONS. ALL ACCESS DRIVES SHALL BE A MINIMUM OF 12' WIDE. IF FENCE IS INSTALLED, GATE SHALL HAVE A 12' OPENING. 16. ALL PROPOSED PRIVATE STATION OWNERS ARE TO SIGN AN AGREEMENT ACKNOWLEDGING STATION IS TO REMAIN PRIVATE UNLESS SUBJECT STATION IS CONSTRUCTED TO IRCDUS STANDARDS. 17. PUMPS SHALL BE DESIGNED TO PROVIDE A MINIMUM PUMP RUN TIME EQUAL TO HALF THE CYCLE TIME. 18. PUMPS SHALL BE DESIGNED TO PROVIDE A MAXIMUM CLEARANCE OF TEN FEET OUTSIDE OF LIFT STATION WET WELL FOR FUTURE MAINTENANCE. 19. ALL RE -PUMP STATIONS SHALL HAVE BIO -CUBE ODOR CONTROL SYSTEMS AS REQUIRED BY MANUFACTURER, AND APPROVED BY IRCDUS. 20. LIFT STATION IS TO BE LOCATED IN A DEDICATED UTILITY EASEMENT, 200' AWAY FROM HOMES, CUL DE SACS AND SURFACE BODY WATER. 21. A SAFETY GRATE WITH STAINLESS STEEL HARDWARE IS REQUIRED FOR ALL WETWELLS 22. CONTRACTOR TO INSTALL PERMANENT SIGNAGE WITH CONTACT INFORMATION AND PHONE NUMBER AT ALL IRCDUS AND PRIVATE LIFT STATIONS. CONTRACTOR TO PROVIDE SECURITY FOR PRIVATE LIFT STATIONS PER IRCDUS PLANS REVIEW. SECURITY TO INCLUDE, BUT NOT LIMITED TO, LOCKABLE HATCH COVER LIDS FOR THE WET WELL AND VALVE PIT. NOTES POSTS (TYP) Le SERVICE DISCONNECT 1. ELECTRIC SERVICE SHALL BE 3 METER u�- (STAINLESS STEEL) PHASE. ENCASED 2. ALARM HORN SHALL BE SEALED TO PLAN VIEW PREVENT LEAKAGE. 3. CONTROL PANEL TO BE APPROVED VARIES BY IRCDUS BEFORE INSTALLATION. METER CONTROL PANEL s 4. REFER TO SECTION 8 FOR PUMPING ALUMINUM UNISTRUT STATION SPECIFICATIONS. BRACING \2 REQ'D. 5. BOTTOM OF PANEL TO BE 28" TO o o o SERVICE 34' ABOVE GROUND. DISCONNECT S. DISCONNECT BETWEEN METER AND o o SC 4" ALUMINUM PANEL TO BE STAINLESS STEEL /� POSTS O(TYPjPORT NON FUSABLE. in 7, ALL HARDWARE AND FASTENERS # 3/0 BARE COPPER WIRE TO BE STAINLESS STEEL. - GROUND CLAMP 8. TOOLS & SPARE PARTS (SEE SECTION 10.05) HOSE BIBB {' - 9. CONTROL PANEL SHALL MEET THE SEE NOTE 13 FINISH GRADE REQUIREMENTS OF SERVICE ENTRANCE BY PROPERLY BONDING OR SHALL BE f• # \�� \ CONCRETE SUPPORT -1/4 CU. YD. UL SERVICE ENTRANCE RATED. �~ ,; , / /� *' �// 3000 PSI POURED AGAINST 10. CONTROL PANEL SHALL HAVE A DATA 2 MIN \ j� s \�� UNDISTURBED SOIL FLOW, FLOAT BY-PASS SWITCH. �:' \/ " , LONG 11. THE MAXIMUM HORSEPOWER RATING FOR \ jam'\\/� COPBP RIWELDA X IGROUND ROD A 240 VOLT LIFT STATION SERVICE IS 20 H.P. 12" MIN I,.-, ANY PUMP SIZE GREATER THAN 20 H.P. NEEDS 2" PVC TUBE A 480 VOLT SERVICE. 12. THE CONTROL PANEL SHALL BE 4X NEMA, CONDUIT TO POWER CONDUITS TO PUMPING WHITE POWDER COATED STAINLESS STEEL. POLE SEE SITE PLAN STATION (SEE PLAN) 13. WATER SERVICE LINE (1"0) WITH REDUCED PRESSURE FRONT ELEVATION BACKFLOW PREVENTER, WATER METER AND TYPICAL SERVICE ENTRANCE STRUCTURE HOSE BIBB REQUIRED. (ELECTRICAL DETAILS) PUMPING STATION IRC DWG. NO. S-18 PROPOSED 5' CONCRETE SIDI 3/4" PVC WATER SERVICE FOR LIFT STATI w 22 FLOAT CONTROL SYSTEM IRC DWG. NO. S-16 W PUMPING STATION DATA TABLE LIFT STATION NUMBER PUMPING CAPACITY G.P.M. 120 PRIMARY CONDITION TOTAL HEAD /f \ ) FEET 127 EFFICIENCY % 59.8 INTER- PUMPING CAPACITY G.P.M. -- MEDIATE TOTAL HEAD FEET -- CONDITION Q EFFICIENCY % -- PUMPING CAPACITY G.P.M. -- SECONDARY CONDITION TOTAL HEAD (•) FEET -- EFFICIENCY % -- MIN. SOLIDS PASS. IMPELLER INCHES 4" PUMP MODEL NUMBER NO. XFP100G PUMP IMPELLER INCHES 4.0 PUMP SPEED (DESIGN) R.P.M. 1783 MOTOR NAMEPLATE H.P. H.P. 28 MAX. PUMP BRAKE N.P. H.P. 28 MAX. NPSHR @ SECONDARY FEET -- MAX. MOTOR SPEED R.P.M. 1783 INITIAL INFLUENT AOEPEAK G.P.M. 49 MIN. PUMP CYCLE TIME MINS. 12.96 TOP OF WET WELL ---- 24.00' ALARM SIGNAL ON ELEV. ELEV."A" 14.50' INFLUENT PIPE INV. ELEV. ELEV."B" 14.70' LAG PUMP ON ELEV. ELEV."C" 14.00' LEAD PUMP ON ELEV. (+) ELEV."D" 13.50' PUMPS OFF ELEVATION ELEV."E" 12.50' ALARM SIGNAL ON ELEV. ELEV."F" 12.00' BOTTOM OF WET WELL ELEV."G" 11.00' PUMP MANUFACTURER ABS (') PUMP WILL OPERATE BETWEEN PRIMARY AND SECONDARY POINTS. A REMOTE TRANSMITTER UNIT SHALL BE SUPPLIED WITH THE STATION. (PER I.R.C.U.D. SPECIFICATIONS.) -mi- - 5' f; SINGLE LEAF ACCESS DOOR SAFETY GRATE OVER WETWELL REQUIRED " " 5'-0 x 5'-0 DOUBLE LEAF ACCESS DOOR to W/STAINLESS STEEL HARDWARE �� -�� PER IRCDUS APPROVED MANUFACTURERS PRODUCT LISTQ a V �- W/SAFETY CHAINS BOTH ENDS AND STAINLESS WET WELL MUST HAVE LOCKABLE HATCH COVER OPEN (TRUE p y y� STEEL HARDWARE. FOR DOOR SWING n 4" DIP VENT W/(2) DIP -4"x 90' BENDS_ J -HOOD (1j"x1" SS)& ASSOCIATED - \ T/ ORIENTATION) SEE PLAN(SHOWN 90' FOR CLARITY) WITH STAINLESS STEEL HARDWARE CLOTH R'QD, II PUMP POWER ABLEST VALVE PIT MUST HAVE LOCKABLE HATCH COVER OUTSIDE TO BE PAINTED 1' _ 6" CONCRETE PAD 6" CONCRETE PAD -SS UPPER GUIDE - J 1' FINISHED BRACKET W/SS _ 2-N0. 51 T. & E. W/ - 2" (MIN) FINISHED GRADE +$ GRADE 2 (MIN) 10" I BOLTS & ANCHORS NO. 3 AT 12' (TYP.) \ -MALE DISCONNECT WET ".• '• " 4" (TYP) " 4" COUPLER (BRONZE) WELL 8_ �r--NO. 4, 12" -DC VERT .r : 5'-0' CONC OPENING 00 3'-0' r • •;'��8" DIA SPOOL PIECE GATE VALVE WITH BOX . , 4" FLEX COUPLING r SET PRECAST TOP SLAB f':' '� ' 4 x9O' BEND w " 4" P. V. ,( ON 1' NON -SHRINK, NON-METALLIC GROUT „t. CONCRETE HDPE : 4 C.V. :ANO. 4 8" -DC HORZ I MOMP TOR i -�-� ../ i + FLOW _ .:" SLOE ; 12" \ DISCHARGE t SS GUIDE RAILS BY P :: �- ' h PIPE (4" DIA) r �, • CONTRACTOR AS PER TRAP i }., y: ' '•� :: •; : -' +; ,. Fe DIP OR PVC PRECAST REINFORCED CONCRETE ." O PUMP EQUIPMENT u' ' r '' i: ", •: • '•; .... t MANHOLE RISER SECTIONS - �' '� MANUFACTURES SHOP w .� . .}-_- • ... . •. • ; • -`• ' MANUFACTURED IN ACCORDANCE "J' ,. I w a SLOPE FLOOR TO DRAIN DRAWINGS AT 1" PER FOOT WITH ASTM C 475 , I = ,_,., •/ / ' 4 •� ESV 'A» w NEOPRENE BOOT ; J NO. 5, 9" OC, EW-, EF. (STAG) 6' (MIN) 3/4" STONE COMPACT TO y I I `ELEV 'B' W 12" 1'-4" 6'-0"x 6'-0' V-4" 98% MAXIMUM AROUND ALL STRUCTURES FLOW Li V) � no- DENSITY .� � v) INFLUENT PIPE J 2" PVC VALVE BOX DRAIN WITH P -TRAP LOCATED IN WETWELL THE LIFT STATION WET WELL SHALL CONFORM (PVC C-900) 8" ;�. i/ z - t/' :, (SHOWN 90' FOR CLARITY) (MIN) ELEV 'C' PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB TO THE FOLLOWING SIZE: Lo OF WET WELL AND VALVE BOX W/ 2 COATS OF WATER BASE EPDXY RUBBER SEAL, FILL JOINTS '. f ELEV "D' ; I WETWELL DIMENSIONS W/GROUT NO. 4, 6" OC I DEPTH (ft) DIAMETER (ft) C-4 �:`� 1• ELEV 'E' , STAINLESS STEEL BOLTS AND I 0-10 6 16",.t 16" ANCHORS FOR PUMP BASE ON 11-15 $ GROUT CORNERS OF WET - - ,,: WELL (FULL CIRCLE) ELEV 'F• STAINLESS (SEE SECTION STEEL 10.07B) BASE LATE 16-20 10 HEIGHT 2'-4" (TYP) ELEV .G» y.';: �/ 21-25 12 NO. 4, 6" OC IN CENTER OR AS APPROVED BY IRCDUS ENGINEER. (SEE PUMP STATION GENERAL NOTES FOR WET -* ..;fit = " .. • '�-- r- • • �1:.; 1 moi.:' z; • `\ \/ 3 WELL WALL REINFORCING) 6" (MIN) 3/4" STONE f COMPACT TO NO. 5, 6" OC, E.W., E.F. 98% MAXIMUM 2' (MIN) 8'-0" (MINIMUM DIA) 2' (MIN) NOTE: CONTRACTOR TO ADD 1.0 CY OF CONCRETE AROUND BASE FOR BOUYANCY. -91 - ALL HARDWARE TO BE STAINLESS STEEL 304 NOTE:(ELEVATION) ASSUMED WATER 22.50' TYPICAL PUMPING STATION TOP OF LIFT STATIONION ELEVATION ATIOIO N = 25.50' IRC DWG, N0. S-15 NOTES ALL CONSTRUCTIONS AND CONSTRUCTION MATERIALS MUST MEET I.R.C. STANDARDS 9 L.F. 8" PVC SEWER @ 0.34% REINFORCED CONCRETE SLAB 6"THICK (MINIMUM) • 35 L.F. 8" PVC SEWER @ 0.34% 170 L.F. 8" PVC SEWER @ 0.34% LIFT STATION cstrE Paw I ELECTRIC METER - 1/4 CU. YD. CONCRETE - DEPTH 2'-0' EACH (2) 4"0 STAINLESS STEEL OR ALUMINUM 1' WATER SERVICE UNE WITH REDUCED PRESSURE SCHEDULE 40 SUPPORT POST BACKFLOW PREVENTER AND WATER METER LOCATION OF CONTROL PANEL TO BE APPROVED BY IRCDUS SEE S-18 TYPICAL PUMPING STATION (ELECTRICAL DETAILS) SCHEDULE 80 PVC CABLE CONDUITS `j TO CONTROL PANEL (ENTIRE LENGTH) FOR POWER AND INSTRUMENTATION L� 3 4" 90' BEND HATCH DOOR CUTAWAY 3 -NO. 5 (2) / x TO SHOW PUMP IN WETWELL HOSE BIBB HINGED SIDE SLOPE FILL GROUTFHATCH ;- 6"(MIN) HATCH DOOR ` �TO CENTER OF PIT GATE VALVE WITH HINGED SIDE � _ BOX / 4' CV 4' PV N z 4' WYE o - - - OW �► - - LI"il I / O FLOW w o ' w T- I * I FLEX COUPLINGS^ i� U 1 O I r 4" CV of 4" DIP ;o FORCE MAIN 4" x 45' BEND r EMERGENCY PUMP OUT r 4' DIP VENT W/(2) DIP - / (� � � 4'x90' BENDS WITH STAINLESS ` _� HATCH HINGED SIDE STEEL HARDWARE CLOTH REQUIRED. ALL HARDWARE TO BE STAINLESS STEEL 304 OUTSIDE TO BE PAINTED 6"(MIN) -2' PVC VALVE BOX DRAIN NOTES - 4"x90' BENDS NO. 5, 6" OC SAFETY GRATE OVER WETWELL REQUIRED EACH WAY -EACH FACE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST C Pi 4N) INFLUENT PIPE FLOW (Pvc C-900) IRC DWG. NO. S-14 TYPICAL PUMPING STATION THE ENGINEER OF RECORD SHALL NOTIFY THE COUNTY INSPECTOR OF THE LIFT STATION COMPLETION AT LEAST FIVE WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION START-UP TO ALLOW FOR A FINAL INSPECTION. N V) F a � Li a Of � � w CL 0 w w S N w Q N z ,n 0 U In m Cm o o ro m oo +II p W W O O Q U 4 z2otE : ,3-wow}FOw2 N'o -4z,a,¢vaml�irw ¢xwa�8�ps�aa~3 ZomtiolUmm,S pw=xoiiwwZ3�ir w0==ww�-�c9w�6�. \d33w`jN3wwm / dC7 � J m o J Q N N M Q) J Q � Q 0 •� ryo � �� �00 U- < WTco TZ _O o U Q W o Q o W _I 0 "' ma Z o 02 W W 0 U) V J � c4 Q 06 z0 w 0) W g a ~ti J C 5 L, U N F_ W zo Ci 1_ Q -j M U mu - Z www w W ���(p Z � Q O J oti D Z N 2 48 �n v �w U) U #NGNEER CERRUCATION� Cl H W. SCHULKE EG. NO. 47048 B. BITTLE EG. NO. 57396 AM P. STODDARD REG. NO 05 DA-QUL 30 10 I SHEET 16 PROJECT NO. 14-051 U W J Z Wm0 >=) �z(n of n Q J F- Q Q F- LTJ Z D 0 � Z 0 J U #NGNEER CERRUCATION� Cl H W. SCHULKE EG. NO. 47048 B. BITTLE EG. NO. 57396 AM P. STODDARD REG. NO 05 DA-QUL 30 10 I SHEET 16 PROJECT NO. 14-051 �o E -Pm �, m �� CA r Q .0 o 2 0 SCHULKE, BITTLE & STODDARD, L.L.C. S A N D C R E S T AERIAL CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING - ENVIRONMENTAL PERMITTING CERTIFICATION OF AUTHORIZATION NO.: 00008668 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL: info(d�sbsencineers.com \ /ME DRAWINGS ARE THE DRAWING 4051—CONST MARK REVISION PROPERTY OF THE ENGINEER. WHETHER THE PROJECT FOR DESIGNED J.B.B. 1 REVISED PER SEBASTIAN WHICH THEY ARE MADE IS EXECUTED OR NOT. COPY OR DRAWN J.B.B. USE FOR OTHER PROJECTS IS PERMITTED ONLY BY WRITTEN CONTRACT WITH THE CHECKED J.B.B. ENGINEER. UNAUTHORIZED USE WILL BE PROSECUTED SCALE 1 *a 50' PURSUANT TO THE �coPYRIGHr LAWS. DATE 3/10/15 DA TE 6/25/15 fg Flks',20141Q85\I4-027_SANDCP,f'MI4.021 O�fERALLBOY.Arg, 3/12/2015 8:30.xi Aµ COPYRJGFR N85