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HomeMy WebLinkAbout2019 - (#47 Parks) January - Site Construction PlansLOCATION MAP k0 VICINITY MAP a t , 0 00 0 Q 0 0 N SEBASTIAN, FLORIDA ADJUSTMENTS OF EQUIPMENT 60 DAYS AFTER END USER HAD OPERATIONAL TIME WITH THE EQUIPMENT./ SCHULKE, 11 1 LE &STODDARD, L.L.C. C/V/L & STRUCTURAL ENGINEER/NG •LAND PLANN/NG • ENV/RONMENTAL PERM/TT/NG 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@sbsenglneers.com SITE DATA GENERAL NOTES NN Sheet 1. SUBMITTALS Sheet Title Number A. PRODUCT DATA AND SHOP DRAWINGS OWNER/APPLICANT: CITY OF SEBASTIAN 1. FOR ALL SITE WORK CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT PRODUCT DATA IN THE FORM OF MANUFACTURERS'CUT SHEETS AND CATALOG DATA FOR ALL PRODUCTS, MATERIAL AND EQUIPMENT C-201 PAUL CARLISLE, CITY MANAGER 2. CLEARLY INDICATING THE SPECIFIC PART OR PRODUCT CATALOG NUMBER(S) FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRODUCTS, MATERIALS AND EQUIPMENT C-301 SEBASTIAN MUNICIPAL PARK C-400 REQUIRED TO BE FABRICATED, OR WHEN STANDARD PUBLISHED PRODUCT DATA IS NOT SUITABLE FOR C-401 SITE DETAILS I C-402 SITE DETAILS II C-500 1225 MAIN STREET 3. PIES OF REQUESTED INFORMATION, NEATLY BOUND AND INDEXED PER CATEGORY FOR THE C-502 PAVING AND GRADING DETAILS .. C-503 FOLLOWING: SEBASTIAN FLORIDA 32958 C-504 A. UTILITIES: C-600 , ALL PIPE, FITTINGS, VALVES, OTHER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMP (772) 388-8200 STATION EQUIPMENT, COMPONENTS AND STRUCTURES, AND ALL OTHER UTILITY SYSTEM PRODUCTS, MATERIALS AND COMPONENTS AND SIMILAR CONTROLS. ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C- B. DRAINAGE: ALL PIPE,FITTINGS, AND COMPONENTS THEREOF, STRUCTURES, FRAMES, GRATES, LIDS, 1717 INDIAN RIVER BOULEVARD GASKETS, FASTENERS, COUPLINGS AND SIMILAR, AND ALL OTHER DRAINAGE SYSTEM PRODUCTS, MATERIALS, AND COMPONENTS AND SIMILAR CONTROLS. SUITE 201 C. PAVING AND GRADING: FDOT CERTIFICATIONS AND LAB ANALYSIS/RESULTS FOR PAVEMENT, BASE, SUBGRADE, AND FILL VE RO BEACH, FLORIDA 32960 MATERIALS. INCLUDE EVIDENCE (CERTIFICATIONS) THAT THE MATERIALS PROPOSED TO BE USED MEET OR EXCEED FDOT SPECIFICATIONS AND THE CONTRACT DOCUMENTS. (772) 770-9622 D. SIGNING AND PAVEMENT MARKING: SIGN AND PAVEMENT MARKING PRODUCTS AND MATERIALS, AND EVIDENCE THAT THE PRODUCTS AND MATERIALS PROPOSED TO BE USED MEET OR EXCEED REQUIREMENTS SPECIFIED IN THE MEP: TREASURE COAST ENGINEERING INC. CONTRACT DOCUMENTS, LOCAL ENGINEERING DEPARTMENT, MUTCO AND FDOT SPECIFICATIONS. E. IRRIGATION: 4925 13TH LANE ALL PIPE, FITTINGS, VALVES, OTHER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMP STATION EQUIPMENT, COMPONENTS AND STRUCTURES, AND ALL OTHER UTILITY SYSTEM VE RO BEACH, FLORIDA 32967 PRODUCTS, MATERIALS AND COMPONENTS AND SIMILAR CONTROLS, WELLS, AND/OR OTHER IRRIGATION SOURCES. THE CONTRACTOR SHALL SUBMIT AN IRRIGATION COORDINATION DRAWING, (772) 569-3799 INDICATING CONTRACTOR'S PROPOSED LOCATION OF MAIN LINES, SECONDARY LINES, HEAD LOCATIONS, WELL, PUMP, CONTROL PANEL, SENSORS, CONTROL VALVE AND VALVE LOCATIONS. THIS DRAWING SHOULD CLEARLY DEPICT ADJUSTMENTS OR CHANGES THE SURVEYOR: MERIDIAN LAND SURVEYORS, INC SIIZZE,MATERA MATERIAL, APOSES. THE CTU ERS SHALL INDICATE ALL PROPOSED SUBSTITUTIONS OF /� LB #6905 4. ALLOW TWO WEEKS FOR THE ENGINEER TO COMPLETE REVIEW OF PRODUCT DATA AND SHOP DRAWINGS. ENGINEER WILL NOT BE RESPONSIBLE FOR PROJECT DELAYS RELATED TO DELIVERY AND 1717 INDIAN RIVER BOULEVARD TRANSMISSION OF THE DOCUMENTS ONCE INFORMATION HAS LEFT ENGINEER'S OFFICE. ITEMS REQUIRING A LONG LEAD TIME SHOULD BE SUBMITTED AS SOON AS POSSIBLE. S U ITE 201 5. THE CONTRACTOR SHALL PROVIDE A STAMP INDICATING ITS REVIEW AND APPROVAL, INITIALED OR VE RO BEACH FLORIDA 32960 SIGNED,CERTIFYING TO REVIEW OF SUBMITTAL, VERIFICATION OF PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF THE INFORMATION WITHIN THE SUBMITTAL (772) 794-1 21 3 WITH REQUIREMENTS OF THE WORKAND OF CONTRACT DOCUMENTS, INCLUDING PLANS AND SPECIFICATIONS OF OTHER DESIGN PROFESSIONALS (I.E.; ARCHITECT, MECHANICAL, ELECTRICAL, AND SITE LOCATION: 202 AIRPORT DRIVE EAST STRUCTURAL ENGINEERS). SEBASTIAN, FLORIDA 32958 B. TESTING 1. WATER: PRESSURE (MAIN AND TAPS), BACTERIOLOGICAL, BACKFILL DENSITIES, BACKFLOW PREVENTOR TESTS AND CERTIFICATION; AND AS PER PROJECT SPECIFICATIONS, LOCAL UTILITIES DEPARTMENT, AND TAX 1. D. #: 30-38-22-0000-1000-000000.1 2. FDEP REQUIREMENTS. SEWER: EXFIL, TV, AND BACKFILL DENSITIES. PRESSURE TEST (MAINS AND TAPS) LIFT STATION START-UP, ALL PER PROJECT SPECIFICATIONS, COVB AND FDEP REQUIREMENTS. 3. DRAINAGE: EXFIL, LAMPING (FIELD), AND BACKFILL DENSITIES PER PROJECT SPECIFICATIONS AND LOCAL ENGINEERING REQUIREMENTS. 4. EARTHWORK & PAVING: DENSITIES, LBR'S AND FBV'S AS PER PROJECT SPECIFICATIONS AND LOCAL REQUIREMENTS.ENGINEERING REQUIRED PERMITS 5. SUBMIT ALL EST RESULTSFORENGINEERING REVIEW WITHIN 3 DAYS OF TESTING. FAILURE TO PROVIDE TEST RESULTS, OR PROVIDING FAILING TEST RESULTS WILL BE GROUNDS FOR DELAY AND/OR INDIAN RIVER COUNTY SITE PLAN REJECTION OF PAY REQUEST APPLICATIONS. CONCURRENCY LAND CLEARING/ TREE REMOVAL C. AS-BUILTS 1. GRADING: LOCATION AND ELEVATION OF ALL: CONCRETE AND PAVEMENT (VEHICLE USE AND RIGHT OF WAY PERMIT PEDESTRIAN USE IMPROVEMENTS) AT HI/LOW POINTS, EDGE OF PAVEMENT, AND CENTERLINE AT 50' ON UTILITIES CONSTRUCTION CENTER AND AT CHANGE OF DIRECTION, GRADE BREAKS; PROPERTY LINES (CROSS SECTIONS 50' ON TYPE A STORMWATER MANAGEMENT CENTER); TOP OF BANK AND T.O.E. OF SLOPE AND/OR CENTERLINE OF SWALES AND RETENTION AREAS; BUILDING PERMIT CROSS SECTIONS 50' ON CENTER ON STORMWATER LAKES FROM TOP TO BOTTOM; MECHANICAL PADS DEMOLITION PERMIT AND FINISHED FLOOR ELEVATIONS; DETAILED LOCATION AND TOPOGRAPHY OF DRIVEWAY TURNOUTS. 2. WATER AND SEWER FORCE MAINS: LOCATION, TOP ELEVATION AND STATE PLANE COORDINATES AT ALL FITTINGS, VALVES, CHANGES OF DIRECTION AND AT 100' ON CENTER. SJRWMD ENVIRONMENTAL RESOURCE PERMIT - STORMWATER 3. GRAVITY SEWER: - SEWER STRUCTURES: DIAMETER OR SIZE, AND LOCATION AND ELEVATION OF STRUCTURES, TOP, FLORIDA DEP NOTICE OF INTENT BOTTOMS, AND SEWER INVERTS, - MAINS AND LATERALS: LOCATION AND INVERT ELEVATIONS AT CONNECTIONS, FITTINGS, AND TERMINATION. DEPARTMENT OF HEALTH SEPTIC TANK ABANDONMENT - LIFT STATIONS: HORIZONTAL LAYOUT AND LOCATION OF ALL EQUIPMENT, PANELS, VAULTS, WET WELL, _ IRRIGATION WELL / / VALVES; LOCATION OF CONDUIT RUNS AND WATER SERVICE/ HOSE BIBB; LOCATION AND INVERT ELEVATIONS OF GRAVITY AND FORCE MAINS TO AND FROM LIFT STATION; WET WELL DIAMETER, TOP AND BOTTOM ELEVATIONS; PUMP(S) SIZE, TYPE, DISCHARGE DIAMETER, MANUFACTURER AND MODEL #. 4. DRAINAGE: ALL STRUCTURES DIAMETER OR SIZE, LOCATION, AND ELEVATION OF TOP, BOTTOM, AND LOCATION AND INVERT ELEVATION AT INVERT TIOTTi LEGAL DESCRIPTION CONNECTIONS, GS, AND TERMINATION O NTSTERIAL, 5. IRRIGATION: ALL LINES, SYSTEM EQUIPMENT COMPONENTS, MATERIALS INCLUDING PIPES, VALVES, NONE PROVIDED BY OWNER. FITTINGS, SPRINKLER HEADS, AND MISCELLANEOUS APPURTENANCES. NOTE: THIS IS A PORTION OF THE CITY'S MUNICIPAL AIRPORT PROPERTY. (AIRPORT EAST DRIVE) D. OPERATION AND MAINTENANCE MANUALS 1. CONTRACTOR SHALL PROVIDE THE OWNER WITH OPERATION AND MAINTENANCE MANUALS FOR ALL OPERABLE EQUIPMENT (PUMP STATIONS AND CONTROLS, AUTOMATIC CONTROL VALVES, AND OTHER AUTOMATED EQUIPMENT; CONTROL PANELS, ETC.). 2. OPERATION AND MAINTENANCE MANUALS SHALL BE SUBMITTED AS A PRE -REQUISITE TO THE PROJECT BEING DEEMED SUBSTANTIALLY COMPLETE. E. WARRANTY THE CONTRACTOR SHALL PROVIDE ALL WARRANTIES, CERTIFICATIONS, GUARANTIES, AND WARRANTY BONDS AS SPECIFIED IN THE CONTRACT DOCUMENTS AND PERMIT CONDITIONS INCLUDING: -UTILITY MAINTENANCE BOND - FOR ALL PUBLIC WATER AND SEWER UTILITIES INFRASTRUCTURE - (25% OF CONTRACT VALUE) -ENGINEERING MAINTENANCE BOND - FOR ALL PAVING, GRADING, AND DRAINAGE IMPROVEMENTS AND INFRASTRUCTURE (25% OF CONTRACT VALUE) 4. OWNER TRAINING THE CONTRACTOR SHALL INCLUDE 2 HOURS OF OWNER TRAINING (FOR EACH WATER, SEWER, DRAINAGE, AND IRRIGATION SYSTEMS) FOR ALL OPERABLE EQUIPMENT AND SHALL INCLUDE THE TIME FOR INITIAL ADJUSTMENTS OF EQUIPMENT AND TIME FOR ONE FOLLOW-UP VISIT AND ADJUSTMENTS OF EQUIPMENT 60 DAYS AFTER END USER HAD OPERATIONAL TIME WITH THE EQUIPMENT./ SCHULKE, 11 1 LE &STODDARD, L.L.C. C/V/L & STRUCTURAL ENGINEER/NG •LAND PLANN/NG • ENV/RONMENTAL PERM/TT/NG 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@sbsenglneers.com 0 MARK REVISION {���EtVED .IAN 2 2 2019 City of Sebastian Community Development Dept. DATE n ENGI EER ERTIFICATION: J AIE:21 201.9 JO5€2ti-W. CHULKE, P.E. REG. No 47048 JODAH B. B LE, P.E. REG. No 57396 0 WILLIAM P. TODDARD, Ph.D., P.E. REG. No 57605 Sheet List Table Sheet Sheet Title Number C-000 COVER C-200 EXISTING CONDITIONS C-201 GEOTECHNICAL REPORT AND SOIL BORINGS C-300 STORMWATER POLLUTION PREVENTION PLAN C-301 STORMWATER POLLUTION PREVENTION PLAN DETAILS C-400 SITE PLAN C-401 SITE DETAILS I C-402 SITE DETAILS II C-500 PAVING GRADING DRAINAGE AND UTILITY PLAN C-501 SECTIONS C-502 PAVING AND GRADING DETAILS .. C-503 LIFT STATION DETAIL SHEET C-504 IRC STANDARD UTILITY DETAILS - WATER C-600 LANDSCAPE PLAN 0 MARK REVISION {���EtVED .IAN 2 2 2019 City of Sebastian Community Development Dept. DATE n ENGI EER ERTIFICATION: J AIE:21 201.9 JO5€2ti-W. CHULKE, P.E. REG. No 47048 JODAH B. B LE, P.E. REG. No 57396 0 WILLIAM P. TODDARD, Ph.D., P.E. REG. No 57605 / I CAT B N G TE- 45 INV 13.25 X N r --� GRAPHIC SCALE h / / \ ♦ 0' /' 20 0 15 20 40 120 6m rill�1 BEN ARK 5 x SET w'3' IRC \ \ \ { IN FEET ) E V.=21.24' NAVD 1988 9� \ \ 1 inch = 20 ft. wm / 1.,, kh , �\ 00\ rO ♦ s \ <' / ,v 1264924 81 Y SOIL TEST LOCATION - P-1, PB -1 \ ♦ x.'. £ 821481 12 Q>- / / � ♦ ♦ (�tiF0 \ 1CA\SIN' + / / IL ST LOCAPON 9�oy� CAH A � F* GR AT> =17.9s a / 0 TxON - HA 2 11 INV.=13.74 sz- \ \ \ 12"X12" GRATE ON q' \ \ ♦ ADS PIPE -20.27 ?1°�"` \ \ �\ \ ♦ / / S L TEST LOCATION - HA -1 / SOIL TEST LOCATION - HA4 4 \ \ \ \ \\C,\ ♦ 4j \ \ / / \ x + z{ SOIL TEST L/OCATION - HA3 / \i1t / �\ <\ // \ // \\ ♦201 t \ \ ♦ \ \ \ / / ft Y \ \ �1 .' \ \ \� \ \ \\ // \ v // \ / \1�s ,9 \ \ \O'PC \ \ 12•x12' cRaTE'oN / / / OPN2� D ADS PIPE --,112.91 \ / / / \ ♦ \ \ \ spy \ \\ \\ \ \\ -N X09, \� \ \ \ \ m / \ / \ \ \ \\ IS\As. \ \ \ / > \ \ F \ �♦ 'COs \ \ \ \ Pilo \COMCA 0 r• \ \ \ /C� \ \ \\ ♦ \X, \ CATCH IN / GRATE=21. 00 OG O / 0\\\\\\\ X \v/ /� \ x216' 41 hbo NOTE: \1 v� \ \ \� ♦ CATCH BASIN CONTRACTOR TO COOPERATE WITH PUBLIC \ \ \ \ �\ GRATE=20.96 �k \ WORKS DEPARTMENT TO LOCATE EXISTING \\ \ \ ♦ ® / IRRIGATION AND UNDERGROUND ELECTRIC a LINES PRIOR TO CONSTRUCTION, AND \._"'` IDENTIFY POSSIBLE CONFLICTS. COORDINATE WITH THE CITY ON REQUIRED RELOCATIONS. \ \ Y4 \ \ \ F+ 41 \ \ \ \ \ ♦ Y 4� PROJECT INFORMATION APPLICANT: CITY OF SEBASTIAN; PAUL CARLISLE, CITY MANAGER SEBASTIAN MUNICIPAL PARK 1225 MAIN ST. SEBASTIAN, FLORIDA 32958 TEL: 772-388-8200 FAX: 772-581-0149 ENGINEER: SCHULKE, BITTLE & STODDARD, LLC. 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 TEL: 772-770-9622 FAX: 772-770-9496 MEP: TREASURE COAST ENGINEERING, INC. 4925 13TH LANE VERO BEACH, FLORIDA 32966 TEL: 772-567-1007 FAX: 772-567-1084 SURVEYOR: MERIDIAN LAND SURVEYOR 1717 INDIAN RIVER BOULEVARD VERO BEACH, FLORIDA 32960 TEL: 772-794-1213 EXISTING LAND USE GOLF COURSE PROJECT LOCATION 160 AIRPORT DRIVE EAST SEBASTIAN, FL 32958 �NC8-22-0000-1000-000000.RS GROSS AREA t 1.30 AC FLOOD ZONE F.I.R.M. NO. 12061COl11 H, 12/04/2012 FLOOD ZONE -X- AND F.I.R.M. NO. 12061CO103H, 12/04/2012 FLOOD ZONE 'A' UTILITY PROVIDERS THIS PROJECT WILL BE SERVICED BY: WATER/SEWER IRCDUS ELECTRIC FPL CONSTRUCTION SCHEDULE CONSTRUCTION START: 8/19 CONSTRUCTION FINISH: 8/20 DEMOLITION NOTES: 1. SEE UTILITY PLAN FOR PROPOSED UTILITY RELOCATES AND/OR ABANDONMENT 2. COORDINATE WITH FPL AND CITY OF SEBASTIAN FOR ELECTRICAL RELOCATIONS AND/OR ABANDONMENTS, AND FOR PROPOSED ELECTRICAL UTILITY SERVICE. 3. COORDINATE WITH UTILITY PROVIDER(FPL) FOR ANY NECCESSARY POWER POLE AND OHE/UGE REMOVAL AND RELOCATIONS 4. SEE DRAINAGE PLAN FOR DRAINAGE CONSTRUCTION. 5. MUST ADHERE TO STORMWATER POLLUTION PREVENTION PLAN DURING CLEARING/DEMO WORK. A SILT FENCE ALONG PERIMETER SHALL BE INSTALLED PRIOR TO ANY WORK. 6. REMOVAUDEMOLITION/CLEARING SHALL BE COMPLETED IN A COORDINATED SEQUENCE TO CONTROL EROSION, SEE SHEET C-300. 7. SEE THIS SHEET,C-300, AND C-500 THROUGH C-502 FOR LIMITS OF CLEARING AND GRUBBING, PAVEMENT REMOVAL, AND REMOVAL OF STRUCTURES. ALL PAVEMENT AND STRUCTURES SHALL BE REMOVED WITHIN THESE LIMITS. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE ITSELF WITH ALL SITE CONDITIONS. OMISSION OF STRUCTURES OR PAVEMENT FROM THIS PLAN DOES NOT RELIEVE THE CONTRACTOR OF ITS RESPONSIBILITY TO CLEAR, REMOVE, AND DISPOSE OF ALL STRUCTURES AND ALL PAVEMENT ON THE PREMISES NOT SHOWN TO BE SAVED OR SALVAGED. 8. THE COST FOR CLEARING AND GRUBBING AND REMOVAL OF STRUCTURES: NO ADDITIONAL PAYMENTS WILL BE MADE FOR CLAIMS FOR ADDITIONAL CLEARING OR REMOVAL OF STRUCTURES NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THE WORK. 9. TREE PROTECTION: THE COST FOR TREE AND SHRUB PROTECTION SHALL BE INCLUDED WITHIN THE PROPOSAL FOR THE WORK PERFORMED IN THIS CONTRACT. THE WORK SHALL INCLUDE ALL TREE PROTECTION MEASURES NECESSARY FOR TREES AND SHRUBS WITHIN THE PROJECT LIMITS IDENTIFIED TO REMAIN, INCLUDING; TRIM AND/OR PRUNE BRANCHES, LIMBS, AND ROOTS; INSTALLATION AND MAINTENANCE OF PROTECTIVE FENCING; APPLICATION OF WATER AND FACILITIES NECESSARY TO MAINTAIN THE HEALTH OF THE SHRUB OR TREE; PROTECTION OF THE TREES FROM FLOODING, EROSION, OR EXCESSIVE WETTING RESULTING FROM DEWATERING OR INTERIM STORMWATER MANAGEMENT PRACTICES; REPAIR AND/OR REPLACE TREES DAMAGED BY CONSTRUCTION OPERATIONS; AND OTHER TREE PROTECTION MEASURES SPECIFIED IN THE CONTRACT DOCUMENTS. 10. DEMOLITION WORK - CONTRACTOR SHALL PREPARE ANY ADDITIONAL DOCUMENTATION NEEDED TO OBTAIN DEMOLITION PERMIT(S), AND APPROVALS FROM ALL LOCAL AND STATE AGENCIES. DEMOLITION WORK SHALL BE COMPLETED WITH CAREFUL CONSIDERATION OF THE EXISTING TREES THAT ARE TO BE PRESERVED. THE CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT OF ANY DAMAGED OR INJURED TREES THAT ARE DEEMED UNACCEPTABLE FOR PRESERVATION BY THE ENGINEER OR CITY OF SEBASTIAN PLANNING OR ENGINEERING STAFF. 11. THIS PLAN SHOULD NOT BE CONSIDERED ALL INCLUSIVE FOR CLEARING, DEMOLITION, ABANDONMENT, AND RELOCATION WORK. THE CONTRACTOR SHALL COORDINATE WITH WORK SPECIFIED ON THE SITE PLAN; PAVING, GRADING, AND UTILITIES PLAN; ELECTRICAL PLANS; AND ALL OTHER CONTRACT DOCUMENTS. 12. IRRIGATION SYSTEM: THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF SEBASTIAN PUBLIC WORKS DEPARTMENT TO ASCERTAIN THE LOCATION OF EXISTING IRRIGATION FACILITIES WITHIN THE LIMITS OF CONSTRUCTION AND IDENTIFY POSSIBLE CONFLICTS. THE CITY WILL RELOCATE FACILITIES AS NEEDED. NOTES: LAND CLEARING (A) ALL NATIVE UPLAND VEGETATION CONTRIBUTING TO THE STABILIZATION OF BANKS OR EXISTING CANALS, DITCHES OR NATURAL WATERCOURSES SHALL BE RETAINED. (B) ALL NUISANCE EXOTIC VEGETATION EXISTING ON SITE SHALL BE REMOVED IN CONJUNCTION WITH SITE DEVELOPMENT. (C) ANY ABANDONED FLOW WELL EXISTING ON SITE SHALL BE PLUGGED IN CONJUNCTION WITH SITE DEVELOPMENT. GENERAL NOTES: 1. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 2. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTATIVES CAN BE PRESENT. 3. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 5. THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. 6. KNOWN UTILITIES: AT&T (772) 460-4443 COMCAST CABLE (772) 567-3444 IRCDUS (772) 226-1845 7. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 8. THE PRIMARY BENCHMARK USED IS NATIONAL GEODETIC SURVEY MONUMENT "J 227" ELEV. = 20.74 NAVD 1988. SITE BENCHMARKS ARE AS SHOWN. LEGAL DESCRIPTION - NONE PROVIDED BY OWNER NOTE: THIS IS A PORTION OF THE CITY'S MUNICIPAL AIRPORT PROPERTY. (AIRPORT EAST DRIVE) 0 CD CD W N O O Vl (n Z N Q Z 2 W v ZWN}� OW rWwov3m3oW No a~aw�Zw��aa~3 �wwa�xo�z og Zor=-�oowo�mr oW wo�=wwd�2wira \�a33w�N32 .,7a�� U E EU N ti aw N M Q C J D CD W O� 0 u" N 0 CD CD W N O O Vl (n Z N Q Z 2 W v ZWN}� OW rWwov3m3oW No a~aw�Zw��aa~3 �wwa�xo�z og Zor=-�oowo�mr oW wo�=wwd�2wira \�a33w�N32 .,7a�� U E EU N aw N M Q C J D CD W O� I..L u" N Go � Do Z oo Q L o LU O m Q C7 ' � 2 ��ww w Uo1 i � cl:N�� O qf W �owO CD L` U) N Li 1� O � W o j~ fn U m LL WOE W Y -JU�N �c� <Z C:) j _ Z N tip- rUn v F - J m V) �- Lj Z JLa--JD Y LL. O U w„IlIf U CL > Z F Q c > Ld O�--Q� CL of m Q CL (n Q O Q Z U (NEER CERTIFICATION JOSEPH W. SCHULKE . REG. NO. 47048 JO H B. BITTLE FL. EG. NO. 57396 ❑ WILL -111 A P. STODDARD FL R G. N 57605 S EET C 200 PROJECT NO. J \ 18-182 a . KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING,. INC. MARTIN (f72j 337-7'55 P'O' - 7 TI : SEBASTIAN (772) 589.07112. 0. BOX 78 13 7, SEBA& Alli t , 92978-1377 . RALM BEACH (6(577 84rr'445 www:keltaeng{tiecrk,g.ttef, . MELaOtiRNE (327), 768.8489 FAX (551) 845.8876 E -Mail: XSMeKSMENGiNFVAtN1_NET ST. LUCIE'(t'212MIHO93 OA,: $693, FAX (772) 589.64$9, October"I7, 2018 Joseph Schulke, P.E. Schulke, Bittle & Stoddard, LLC 1717 Indian River Blvd., Suite 201 Vero Beach, Florida 32960 Re: COS Airport Pickleball Airport Drive East Sebastian, Florida KSM Project #: 183624-p Dear Mr. Schulke: Enclosed are the permeability test results and soil profiles for the referenced project. One (1) Hydraulic Conductivity Tests was performed in the fiekf by the 'Usual Open - Hole Test method. The -horizontal and vertical permeability flow rates were determined by excavating a test pit adjacent to the soil profiles and obtaining undisturbed Shelby tube samples. We then Performed a Permeability test on the field samples in our laboratory. All these tests were performed to evaluate the drainage characteristics of the soils for these particular test locations. The following table indicates the usual Open Hole Hydraulic Conductivity test results for each test location: TEST LOCATION HYDRAULIC CONDUCTIVITY (See Location Plan) (CFS/Sq. Ft. - Ft. Head) P-1 1.9 x 10.4 Ronald G. Keller. RE : 3729:31 SI Ltc: No:: 69111 I Juhe E; Kefle r P.E.:.68366 KELLER, SCHLEICHER & MacWILLiAM ENGINEERING AND TESTING, INC, MART(N (772) 337-7755 - SEBASTIAN {777) 589-0712 7 - 377 SEBASTIAN, FL 32978.1377 PALM BEACH 561) 845-7445 f�Q. BOX 6 1 , S. MELBOURNE (321) 768-5488 ( - vrs✓w.ksmengtneerirttJ:nei FAX (561) 845-8876 E-Maft KSMOKSMENGINEERNG.NE.r ST LUC:tE {772) 229-9093 CA: 5693FAX (772) 589-8469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: October 15, 2018 PROJECT NO. KSM 183624-1ph CLIENT Schulke, Bittle,& Stoddard, LLC LOCATION COS Airport Pickleball Airport Drive East Sebastian; Florida PH -1 (0"-14°), See Attached Location Plan SAMPLE DESCRIPTION = Dark Brown Sand with a Few Pieces of Rock DEPTH @ SAMPLE LOCATION = 8 Inches (Sample Taken Horizontally) LENGTH OF SAMPLE ALONG PATH OF FLOW = 5.5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 265 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE: = 191/2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 8.8 FEETIDAY Ronald G. Keller, PE: 37293.ISI Lfc. No.: 860 I JuM E..Keifer, P.E.: 68366 KELLERt SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337.7755 PO; BOX 76-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 559-tn12 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 15 -Mail: KSM@KSMENGINEERENG.NET $T LUCIE 17727 229-9093 C.A.: 5693 .FAX(772)589-5469 Date October 15,'2.018 Location: COS Airport Pickleball - - - www.kamengineertng.net - Airport Drive East FAX 561 845.8878 ( ) Sebastian, Florida ST. L 7 - LUCIE ( 72) 229-9093 .HA -2, See Attached. Location Plan DEPTH - Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS TIME INTERVAL OF TEST = Dark Gray Sand with -0- 0" . 6" Traces of Roots and ACROSS THE SAMPLE = A Few Pieces of Rock THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS - 6" - 20" Dark Gray Sand -1- 50 -2- 20" - 48" 51 - Gray Sand with - Traces of Roots -3- 54 -4- -----------------------------59--------•--------------------- - ------------------ -----------Y -- - - 50" - 72" Dark Gra Sand with 48" - 60" Dark Gray Sand with aFew-Pieces-of ;Rock r Traces of Hardpan -5- -----------------------------56---------------7777---------- -- Dark Brown Sand -1- 60" - 72" Dark Brown Sand, -3- Slightly Silty -6------------------------------58----------------------------- Gra Sand Water Table: 72"+ Below.Existi,ng Grade Job #: KSM 183624-2ha Ronald G. Keller, PE.: 372" 1 Si tic. No,: WO I Julie E. Keller RE.: 88356 KELLER, SCH:LEICHE:R.&.MacWILLiAM ENGINEERING:AND TESTING, INC. MARTIN (772)337-7756. .. P.O.SOX.78-1377 :SEBASTIAN FL 32.7 -1: 77 SEBASTIAN (7772) 5%g-szt2 PALM' BEACH (661) 84.54445 :. .. � $ . MELBOURNE (321) 768-8488 wriw,ksliieY2firec>Fing.nef FAX (551) 84S=68711 . E h4ail::.KSMOKSMIENGINEERING NET ST LUCIE (7M 229-IDOO C.A.: 5893 .. fA7( (772) 589-6469 COS Airport Pickleball -2- October 17, 201.8 Sebastian, Florida The following table indicates the horizontal and vertical flow rates for each test location: TEST LOCATION HORIZONTAL FLOW RATE VERTICAL FLOW fSee Location Plan) RATE P-1 8.8 Ft/Day @ (0'-14") Depth 6.6 Ft1Day @ (0"44") Depth. P-1 18.3 Ft(Day @ (14"-50")Depth : 13.8 FUDay @ (14"-501 Depth. . P-1 1.5 Ft/Day @ (50"-60")Depth The following table indicates the measured water table along with our estimated normal wet season water table and normal dry season water table at the permeability test locations: TEST LOCATION MEASURED ESTIMATED WET ESTIMATED (See Location Plan) WATERTABLE SEASON WATER DRY SEASON TABLE WATER TABLE P-1, PBA 76" Below Grade 40" Below Grade 76" Below Grade This estimate is based upon our interpretation of existing site conditions and a review of the USDA Soil Survey for Indian River County, Florida. The project soils are mapped as mostly Myakka-Myakka wet fine sands, 0 to 2 percent slopes (5), except for some Arents, 0 to 5 percent slopes (23); according to the Soil Surrey Map of Indian River County, Florida. Pickleball Courts: We performed four(4)hand-auger borings including static cone penetrometer readings to depths of 6 feet below existing grade in the location of the proposed Pickleball courts. During the test, a shaft With a conical point is pushed through the soil.and the thrust required to push the cone -tip is measured on an attached calibrated gauge. The value of the bearing pressure exerted by the cone point allows the operator to estimate the existing soil density. After the thrust was measured, the hole was advanced with a hand -auger in 1 -foot increments to permit a continuation of relative density versus depth. Ranafd G. Ks11Br,. P£.; 37293 / Sf Ltc. No ;660 t . Jutiz E. KeBe,-P.E.: 6836li. - LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: October 15, 2018, PROJECT NO. KSM 183624-1pv CLIENT Schulke, Bittle, & Stoddard, LLC LOCATION COS Airport Pickleball - www.lismengi welrig net Airport Drive East fCELLER, SCHLEICHER H & M acW€LLIAM ENGINEERING AND TESTING, INC: MARTIN (772) 3.'77-775.5 h?O: BOX 78-1377 SEBASTIAN FL 32976-# 377 SEBASTIAN 172 589-0712: E ) PALL BEACH (561) 845-7445. - - - www.kamengineertng.net - MELBOURNE (321) 768.8463 - FAX 561 845.8878 ( ) - E -Mail: KSM�IKSF,4ENGINEERrNG-.NET- ST. L 7 - LUCIE ( 72) 229-9093 C.A.: 5693 - - -_ FAX (172) 589-6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: October 15, 2018, PROJECT NO. KSM 183624-1pv CLIENT Schulke, Bittle, & Stoddard, LLC LOCATION COS Airport Pickleball - www.lismengi welrig net Airport Drive East FAX(S61)845-8876 Sebastian, Florida ST. LUCIE (772) 229-90+93 PV -1 (0'-14"), See Attached Location Plan SAMPLE DESCRIPTION = Dark Brown Sand with a Few Pieces of Rock DEPTH @ SAMPLE LOCATION = 8 inches (Sample Taken Vertically) LENGTH OF SAMPLE ALONG PATH Location: OF FLOW = 5.5 INCHES DIAMETER OF SAMPLE = 31NCHES QUANTITY OF FLOW = 200 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD HA -3, See Attached Location ACROSS THE SAMPLE = 19'% INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 6.6 FEETIDAY Ronald G. Keller, r2E: 37293 f W t.ic. No. 866 - I Juffe E. Ke4e,,: P E.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-775,-, P.O. BOX 78-1377, SEBASTIAN, FL 3 297 8-1 377 SEBASTIAN (772) 589-0712 PALS, BEACH (561) 845.7445 - www.lismengi welrig net MELBOURNE (3244).76&-8488 FAX(S61)845-8876 E -Mail: KSM€•KSMENGINEERING.NET ST. LUCIE (772) 229-90+93 C.A.: E693 Location: FAX (772)-583-U64 Date October 15, 2018 DRILLING CONTRACTOR - Location: COS Airport Pickleball HA -4, See Attached Location Plan. -------------------------------------------------------------- DEPTH. Airport Drive East IN FEET FROM -TO READINGS SOILS Sebastian, Florida 0" - 10" Dark Brown Sand with cLa9a- W� x?O DESCRIPTION HA -3, See Attached Location Plan DEPTH ------------------------------ Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS - - Dark Brown Sand with -0- 0" - 6" Traces of Roots and - ------------------ -----------Y -- - - 50" - 72" Dark Gra Sand with Do*Do*Gray 8erKf with Ttaoas d Hardpan aFew-Pieces-of ;Rock r - 6" - 14" -- Dark Brown Sand -1- 54 -3- 54 ------------------------------------------------- 14" - 52" Gra Sand -2- 53 Brown sand = 10 43- 49 (16) -4- 56 ------------------------------------------------------ -------- .52" 72" Dark Gray Sand with Traces of Hardpan -5- 55 B S 16 -6------------------------------56----------------------------- - Water Table: 72"+ Below Existing Grade Job #: KSM 183624-3ha Ranafrt G. Keller, PE.: 37293 -TSE Lic, ltlo.: 86St f Juste E. K..iter, PE.:68356 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL.32978-1377 $EBASTIAN (772)589-0712 PALM BEACH (561) 845-7445 wwv>.ksmengmeer(ng.net . . .MELBOURNE (321) 768-84148 FAX (587) 845-6876 E -Mail: KSMOKSMENGINEERING,N£'T ST LUCIE (772) 229-9093 G.A.: 5693. FAX(T72)589-6469 COS Airport Pickleball -3- October 17, 2018 Sebastian, Florida The boring logs indicate the subsurface soils consist mostly of fine-grained sand and some fine-grained sand that is slightly silty except for a soil layer of fine-grained sand with traces of hardpan. ."N" values recorded during the boring operation indicate the soil density is generally medium dense. The groundwater was measured at depths of 70 Inches to 72+ inches below existing grade. Please refer to the soil boring logs for specific information relative to the soil description. Based on the existing soil Conditions, the site is suitable for construction of the athletic courts provided that the site is properly prepared. Site Preparation: Clear he athletic court r of surface t 4th areas arty .dace debris, including vegetation, roots, and organic matter, The contractor should plan on removing approximately 6 to 8 inches (minimum) of the surface vegetation soils. Stumps shall be removed entirely. The cleared areas should be graded level and proofrolled. Any soft yielding areas shall be excavated and replaced with clean compacted fill. Sufficient passes should be made during compaction operations to produce a density no less than 95 percent of its modified dry Proctor value (AASHTO T180) to a depth of two feet. Site fill shall consist of clean granular sand containing less than 10% material passing the U.S. Standard No. 200 mesh sieve and placed in loose layers of 6 inches and comp ,50tQM? above densities. If 9 �6ps, please feel free to contact us. espe(sWit�fi JEKJt ""I...... E-mail to: jschulke(osbsengineers.com; lhamifton@sbsengineers.com .-Ronafd G. Keifer, P,E;f 37293 f St Lic. No.: 860. -f JutieE. Keller, PE.; 68366 TAP 0 VL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. -MARTIN (772) 337.7755 P(}: BO _ SEBASTIAN 072)589-0712 X 78 1377, SEBASTIAN. FL 32978-1377 PALM-13EACH (MI) 645-7445 www.ksmen"_ oL ing.net -MELBOURNE 02,).768-8488 FAX5611545-0371 S7: LUCIE (7721229-9093 FAX(5611645-13S76 E-1,4.4! KSk{iK$rAENGtNEERING.NET CA; 5693FAX (772):589,546x3 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: October 16, 2018 PROJECT NO. KSM 183624-1ph CLIENT Schulke, Bittle, & Stoddard, LLC. LOCATION : COS Airport Pickleball Airport Drive East Sebastian, Florida PH -1(14"-50"), See Attached Location Plan SAMPLE DESCRIPTION - -Gray Sand DEPTH @ SAMPLE LOCATION = 24 Inches (Sample Taken Horizontally) LENGTH OF SAMPLE ALONG PATH OF FLOW = 5.5 INCHES DIAMETER OF SAMPLE It 3 INCHES QUANTITY OF FLOW = 550 MILLILITERS TIME INTERVAL OF TEST = 10 MiNUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 191h INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 18.3 FEET/DAY Ronald G. Kener, RE.:.372937 SI Lid. No,:880 I Julie E. Kettle, P.E.:-6&366 Mim KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN 4772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 S€aASTLAN (772) 559-0712 PALM BEACH (561)845.7445 vvvo v kemerrWrwering.net MELBOURNE (321) 768,8488 FAX (561) 845.8876 E -Mail KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093. CA,; 5693 - -FAX (772) 589-8469 Date October 15, 2018 Location: COS Airport Pickleball 04TESTARTED 10115!,8 COMPLETED IOttSHS Airport Drive East DRILLING CONTRACTOR - Sebastian; Florida DRILLING METHOD Sorn S000n Sample HA -4, See Attached Location Plan. -------------------------------------------------------------- DEPTH. Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS -0- 0" - 10" Dark Brown Sand with cLa9a- W� x?O DESCRIPTION Traces of Roots and MATERIAL a Few Pieces of Rock - - -1- - -- -- ---------------------------------------------- 10" - 36" 43 Dark Brown Sand -2- 48 -3- --------------"-------------51---------------------------- - - 36" 50" Gray Sand -4- 58 - ------------------ -----------Y -- - - 50" - 72" Dark Gra Sand with Do*Do*Gray 8erKf with Ttaoas d Hardpan Traces of Hardpan -5- 56 -6------------------------------55---------------------------- Water Table: 72"+ Below Existing Grade Job #: RSM 183624-4ha Ronald G. Keller,. AE,! 37293 f SI LI,__ Na 850 f Jule E. Kelter, RE_ 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337.77-5 P.O. BOX 78.1377, SEBASTIAN, FL 32978-1377 $EDAST)AN (772) 588.0712 PALM BEACH (561)845-7445 MELBOURNE (321 768-8488 FAX 4561) 845-8876 www.k?�rnenENGIr§rERIt ST LUCIE (772) 229-9093 CA: $693 E -Mail: K5N1 SMENGiNEERING:NET FAX (T721560-640 USUAL OPEN -HOLE TEST DATE OF TEST: October 15, 2018 PROJECT NO. KSM 183624-1p CLIENT Schulke, Bittle, & Stoddard, LLC LOCATION COA Airport Pickleball Airport Drive East Sebastian, Florida P-1, See Attached Location Plan STARTING VO ST LUMEahs.) It 15 { 9 ENDING VOLUME (gals.) = 3% TOTAL VOLUME USED (gats.) = 11 Y2 TOTAL ELAPSED= TiME (mins.) 10 AVERAGE FLOW RATE (gpm) 1.15 DIAMETER OF TEST HOLE = 4 inches DEPTH TO WATER TABLE - 70 inches DEPTH OF TEST = 60 inches K = HYDRAULIC CONDUCTIVITY (CFS/SQ.FT. - FT. HEAD) = 1.9 X 101 Ronald G. Keifer, PE.: 37293 / St Lic. No.: 860 f Julie E Keller, P.E.: 68355 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (7721357-7755. PO. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN(n2)589-0712 as-s)71z PALM BEACH (561) 845-7445 - wwwAsirnengineerng,riet - MELBOURNE (321) 768-6488 FAX (561) 845-887$ E-Mail'KSM KSMENGINEERING.NE7 _ ST LUME (772) 229-3093 C.A.: 5693. FAX (772) 589-64fn LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: October 15, 2018 PROJECT NO. KSM 183624-lpv CLIENT Schulke, Bittle, & Stoddard, LLC LOCATION COS Airport Pickleball Airport Drive East Sebastian, Florida PV -1 (14"-50"), See Attached Location Plan SAMPLE DESCRIPTION = Gray Sand DEPTH @ SAMPLE LOCATION = 24 Inches (Sample Taken Vertically) LENGTH OF SAMPLE ALONG PATH OF FLOW = 5.5 INCHES DIAMETER OF SAMPLE = 3INCHES QUANTITY OF FLOW = 415 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 Y2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 13.8 FEETIDAY Ror+.atd G: Kaftar, #?E.: 37293 f St Lic. No.:880 f Julie E. Keller. PE. - 68366 LOCATION OF TESTS PROJECT: COS Air ort Picklebalspa ive East, Sebastian, Florida }r' SHUTI OF 2 IL Ar ENGINEERING ORAWNBY: J._ PERMIT* - DESIGNED BY: JUL J AND TESTING PROJECT I:- 111=4 DATE: 24181018 SCALE: raraE KSM Ertgineeting&resting BORING NUMBER PB -1 KSM Sebasbon, FL 32978 PAGE 1 OF 1 Tet•. (770-589-0742 FAX (561) 845-8876. Fax: (772).50-6469 CA.: 5693 CLIENT Schullite, Blithe & Stoddard. LLC PROJECT NAME COS Ai Pkki befl PROJECT NMBR 182"5 LOCATION Aimed Drive ve East. Sebastian. Florida - 04TESTARTED 10115!,8 COMPLETED IOttSHS _PROJECT GROUND ELEVATION HOLE SIZE _ inches DRILLING CONTRACTOR - GROUND WATER LEVELS: DRILLING METHOD Sorn S000n Sample -VAT TIME OF DRILLING S.83 ft LOGGED BY DP/CH CHECKED BY JEK AT END OF DRILLING -.- NOTES -See Attached Location Plan - AFTER DRILLING z A SPT N VALUE A cLa9a- W� x?O DESCRIPTION w 20 40 W '80 a W9 MATERIAL Wg - _g9Q > Y` �" 20 40 W 80 p , ID ❑ FIINriES CONTENT 1%) © 0. ... V .40 Dark Brown Sand with Traces of Roots and Pieces of Ir Ip Rock Gray Sand (14'-5)7 ss (,1) ....:.. .......:_ .; of Rock Do*Do*Gray 8erKf with Ttaoas d Hardpan SS (x3 „ 2- a) -"a-Few-Pieces --------- Dark GraySand tt•12-13 Oerlt Brown 68rM, Slightly S4ty Gray Sand -3- 54 tisd - - -------------------------------------------- 42' - 56" ss (9) Brown sand = 10 .. ss -'TS Traces of Hardpan (16) Lim- -•-5- Dark Brown Sand; ic• Slightly Silty SS (17) .... y .. B S 16 x Bottom of borehole at 14.0 feet. - ei a 3 T KELLER, SCHLEICHER & MacWiLLIAM ENGINEERING AND TESTING, INC. MARTIN (772, 337-7755 RO. BOX 78-1377, SEBASTIAN- FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 .www. ' tcsmersg,ncertmJ.net MELBOURNE I=) 768-8488 FAX (561) 845-8876. E -Mail:. KSNICKSMENGINEERINGAET S7. LUCIE (772) 229-9093 CA.: 5693 FAX (772) 589.6469 Date October 15,M8 Location: COS Airport Pickleball Airport Drive East Sebastian, Florida HA- 1,See Attached Location Plan DEPTH - ------------------------------------ - - ---------------------------•--DEPTH Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS Dark Gray Sand with Traces of Roots and --------------------------------------------------------- of Rock -1- 8` - 24" 48 -"a-Few-Pieces --------- Dark GraySand -2- ------------_ ------777 ----47----------------------------- 24 42" Gray Sand -3- 54 - - -------------------------------------------- 42' - 56" ---- Dark Gray Sand with -4- 58 Traces of Hardpan ------------------------------------------------------------ _ - -5- - - ---------- 56" - 72" 61 -•-5- Dark Brown Sand; Slightly Silty -6- ----- --------------- =-------- 56 ----------------------------- Water Table: 72"+ Below Existing Grade Job #: KSM 283624-lha Rona 9 G. "—te,.PE.: 37293 /-SI Lie. No.: WO T Julie E. Keifer, P.E-68366 USDA SOILS SURVEY_ eg 5-Myakka-Myak a, et, fine sands, ® to 2 percent slopes 23-Arents, 0 to a percent slopes PROJECT: . COS Alrgort Mcklebaff Al OrFra East, Sebastian, Fbrlda i ' I ji ENGINEERI�i� _ �INlOJECTa: 1a3e24sob� 1 A. AND i ESTIN iSC °xjl.: 0 D; CO 0 0 W N 0 0 In (n Z N V � ISE:, W 2 Z `� W 3 U Q W QU O O D Q U 'Q w o x FW WaVOm3 K() 3 Z --i RTui w tn~aaZWomaa~3 zo��ooWC�o�m�g �Q'W~WpZZW JQ U' ow=x�i�W WZ3�tr w0==w=) �I Zw�o 0 3w�3w�a�j U� N Cn CO J Q c W O� N cn Z O a0 - CO tD 00 V C zo¢'- Q Wom� O Q Z Z W W O W N , O7 06 O O� 04 Nr Z�Wc) J cpo W N z Q ti W o Z Q _JJ M Z U- W WF -of UJ W W Q�?N J Q O 1 t` ti �Un V I-- Qf 0 CL W (10 N ( � Of L v Z Q {-L (_)7- m Q Z r J_ W � 0 fW V J J M (%) ~ Z ._twJD Y LL_ 0 U W „U Z Of of Q Q LLJ 0�-- Qci:� IL W m WOWZ Q CL ( Q W Q O Q Z U ENGINEER CERTIFICATION' JOSEPH W. SCHULKE .REG. N0. 47048 ❑ JOH B. BITTLE FL. EG. N0. 57396 ❑ WILL/ M P. STODDARD FL. G 'No. 57605 X019 HEET (V-201 PROJEC T NO. \ 18-182 N / X ' �p �\ " t 1 inch = 20 M FUTURE COURT FOOTPRINT / \ BEN ARK E V.=21.24' NAVD 1988 �' \ \ \ / \ T O crN / N 1264924. Bt E 82148t� ♦ GtiF ����r \ 272 6'- / Q, �Or 2 X12 GRATE ON C:) S PIPE-20.27(� ♦ \ / Y' / 'FUTURE � / \ \ ♦ t . �' \ ``'"FOOTPRINT f \ \ 2 \ \ \ C 1=b6TPRINT / / \ ?, ,XoO 7, \ \ \ \ \ F G MANHOLE D� \ \ _ "X12" GRAi� ON l / ` \ / TOP=23.87 \'P\ S PIPE 2.91 X \ \ \ \ \ '� / , /PORTA-POTTY >1\��/ // O ) bb BUILDING FOOTPRINT wCl,\\ d. s♦\� \ \ \ \ \9s,\ / / a,°`'. / \ / \ / WORKER �, �\ \ \ \f\ �. \ \ \ / / PARKING v;; \\ \ \ \� �\ ♦♦ \\ \\ \\ ,/ /// CEMENT / \ 1= w \ \ \ \ \ / WASH / COMCA 4>AT&T \ \\ / \ TRASH ♦ \ \ O \ %� 9I�P 0 \ \ f+�\ � � / / - \ / ,�� ;CONSTRUCT SILT FENCE AT 2 �''I-o'O\ �, \\ � , 'PROVIDE INLET � p�h �0\ ANCE (SEES;; [}ETA LE EET C 301 / \f \ CATCH IN {i \ - �) RATE -21. b4 yi \ \ \ \ ,a / =` / ,BARKING ^ LOT \ \ \ �� \ \ �`� ♦ / / FOOTI RINT .. 0 ARCHAEOLOGICAL: IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR s v�\ ♦ CATCH BASIN / (j� N ate\\ \ CERAMICS, STONE TOOLS, OR METAL IMPLEMENTS, OR ANY RATE -20.96 \ \ ♦ ® / \�l 1. OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH THE NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME \20 7`` WITHIN THE PROJECT SITE AREA, THE PERMITTED PROJECT\ \ \ \ \4 , ' \ MATERIALS 2` SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH '`\ \ \ \ \ \\ \ STORAGE DISCOVERIES. THE PERMITEE, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF \ \ \ \ ♦ \ HISTORICAL RESOURCES, REVIEW AND COMPLIANCE SECTION -V \ f \ AT (850) 245-6333 OR (800) 847-7278, AS WELL AS THE \ \ \ \ APPROPRIATE PERMITTING AGENCY OFFICE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION FROM THE DIVISION OF HISTORICAL 1 �\ \ 4 X 0 - RESOURCES. IN THE EVENT THAT UNMARKED HUMAN REMAINS \ \ \ \ F ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK \ \ \\ ♦ ,� SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTES. \ �IK SWPPP D7396 RESPONSIBILITY / GENERAL NOTES: CLEARING/ EARTHWORK 1. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 1. INSTALL SILT FENCE AT PERIMETER OF SITE AND SILT BARRIERS AT ti ONLY; THE EXACT LOCATION SHALL BE DETERMINED BY THE DOWNSTREAM DITCHES/SWALES. a CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES 2. CLEAR/GRUB AREA NECESSARY FOR TEMPORARY GRAVEL DRIVEWAY SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER AND ADJACENT SWALE. IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR 3. CONSTRUCT TEMPORARY GRAVEL DRIVEWAY WITH SWALE. SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 4. EXCAVATE RETENTION AREA (DE -WATERING DISCHARGE LOCATION). 2. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 5. CLEAR BALANCE OF SITE (DEMOLISH STRUCTURES, PAVEMENT, UTILITIES 48 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR AND DRAINAGE TO BE REMOVED). UTILITIES SO THAT COMPANY REPRESENTATIVES CAN BE PRESENT. 6. FILL SITE. 3. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE 7. CONTINUE SITE FILO GRADING. O_ CONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 553.851 FOR 8. CONSTRUCT STORMWATER STRUCTURES AND DRAINAGE PIPING, WHERE THE PROTECTION OF UNDERGROUND GAS PIPELINES. POSSIBLE. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL 9. MAINTAIN DOWNSTREAM SILT BARRIERS AND PERIMETER SILT FENCE, UTILITIES TO REMAIN IN PLACE. DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR 10. INCORPORATE ADDITIONAL BMP'S WHEN NEEDED DURING THE COURSE FIELD LOCATIONS 48 HOURS BEFORE DIGGING NEAR OF CONSTRUCTION. UNDERGROUND UTILITIES. -POLLYWADDLE/ SILT FENCE/ FILTER SACKS AS INLETS AND PIPES ARE 6. KNOWN UTILITIES: INSTALLED. AT&T (772) 460-4443 -PROVIDE STOCKPILE PROTECTION, CONCRETE/ STUCCO WASH AREAS, COMCAST CABLE (772) 567-3444 AND OTHER BMP'S WHEN NECESSARY TO CONTAIN PROPOSED WORK. IRCDUS (772) 226-1845 11. INSTALL WATER MAINS/ FHA(S) AND CLEAR FOR USE. 7. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH 00 AMERICAN VERTICAL DATUM (NAVD) OF 1988. TEMPORARY AND PERMANENT STABILIZATION PRACTICES: -TEMP. SLIT FENCES/FLOATING TURBIDITY BARRIERS PER PLAN. o FLOOD ELEVATION FILTER FABRIC SHALL BE PLACED UNDER THE ROCKGRAVEL DRIVEWAY, AT U U Z o THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONES "A" AND "X" PER THE FEDERAL ALL SWALE OUTFALLS, AND RETENTION POND OUTFALLS. -' � N EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP (FIRM) NUMBER -PERM. SEEDED/MULCHED,SOD. CONTROLLED GRADING AND DRAINAGE TO Q 12061CO103 H, MAP EFFECTIVE DATE: 124-12, AND FLOOD ZONE "X" PER MAP (FIRM) DETENTION BASINS. C� O NUMBER 12061C0111 H, MAP EFFECTIVE DATE: 12-4-12 -STABILIZE ALL DE-NUDED AREAS IF LEFT UNDISTURBED FOR MORE THAN 7 2 Y W DAYS - USE RYE GRASS PER MANUFACTURER'S APPLICATION RATES, AND EROSION CONTROL NOTES MULCHED WITH STRAW AT 4000 LB PER ACRE. O O o U O 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STRUCTURAL CONTROLS TO BE IMPLEMENTED TO DIVERT STORMWATER FLOW w o �P STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE FROM RECEIVING WATERS: o z ` L ~ a w w N UP-SLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD -TEMP. GRAVEL ENTRANCE ROAD, GRADED TO DRAIN TO A TEMPORARY m Li a m"a S o w � w'o � r=a � Y- x'^ w CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY SEDIMENT SWALE OR RETENTION AREA. a a z o B a 3 GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. -TEMP. DRAINS TO RETENTION PONDS z wo = a o o z w o 3 PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT -TEMP. BERMS AT PROJECT PERIMETER - PER PLAN. OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. -INLETS/OUTLETS WILL BE PROTECTED WITH FILTER FABRIC. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED -SILT FENCE SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF w o w w wwa x�x=x n �zw AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION DISTURBED AREAS. OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN -A DOUBLE ROW OF SILT FENCE WILL BE PROVIDED AROUND ALL STOCK PILE UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE AREAS. \ APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. PERMANENT STORMWATER MANAGEMENT CONTROLS SUCH AS, DETENTION 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE OR RETENTION SYSTEMS OR VEGETATED SWALES. Z STABILIZED, COVERED OR CONTAINED WITH SEDIMENT TRAPPING -DRY RETENTION SYSTEMS INCORPORATED AS PERMANENT BMP FOR WATER O E MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY QUALITY CONTROL. to O (� PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE DESCRIBE IN DETAIL CONTROLS FOR THE FOLLOWING POTENTIAL . N co) M PROJECT SITE. POLLUTANTS: Q 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS WASTE DISPOSAL: NOT OTHERWISE PERMANENTLY STABILIZED. -ON SITE WASTE WILL BE CONTAINERIZED. v Q -C 6. AFTER ANY SIGNIFICANT RAINFALL, (y" OR GREATER) SEDIMENT CONTROL -CONCRETE/ STUCCO WASH AREA SHALL BE PROVIDED. " Q - 0) STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL -STOCKPILE AREAS SHALL BE PROTECTED WITH SILT FENCE AND STABILIZED/ Q Z O N BE CORRECTED IMMEDIATELY. 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS SEEDED IF LEFT UNATTENDED FOR MORE THAN 7 DAYS. W J Z W N CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, SLOPE DRAIN STRUCTURE OR APPROVED CONTROL. OFFSITE VEHICLE TRACKING: Q O� 00 _ & SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH -PROVIDE HARD SURFACE AT TEMP. DRIVEWAY (ROCK/GRAVEL DRIVEWAY). (2 U o OR CHANNEL ALL STORM WATER INLETS THAT ARE MADE OPERABLE DURING -REGULAR MAINTENANCE OF ADJACENT ROAD RIGHT OF WAY, INCLUDING o C CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT STREET SWEEPING, & RUT REPAIR IN NON -PAVED AREAS. W O W -j ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE Q p m Q TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE APPLICATION RATES OF ALL FERTILIZERS, HERBICIDES AND PESTICIDES: O z O O W TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND NONE PROPOSED. � Z STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING W CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT STORAGE, APPLICATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES: NONE PROPOSED. > CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS Q --o-) ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL DESCRIPTION OF THE MAINTENANCE PLAN FOR ALL STRUCTURAL AND Q � 04 � BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT CONTROLS. NON-STRUCTURAL CONTROLS. Z o 1 SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. -CONTRACTOR SHALL HAVE SWPPP COMPONENTS INSPECTED BY A FDEP Z W O H r, W 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES CERTIFIED INSPECTOR AND MAINTAIN ALL CONTROLS DAILY, AND HAVE Q j \ INTERSECT PAVED PUBLIC ROADS,PROVISIONS SHALL BE WEEKLY SWPPP INSPECTION REPORTS PREPARED, AND WITHIN 24 HOURS OF MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY THE END OF ANY RAINFALL EVENT THAT IS.Y" OR GREATER. Z O TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD -ENGINEER SHALL INSPECT PERIODICALLY. � Z (� 0 SURFACE, THE ROAD x W O SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR A SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THE a SWEEPING FOLLOWING INFORMATION: U m Ll. AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 1. DRAINAGE PATTERNS,- SEE SURVEY EXISTING CONDITIONS PLAN _ L` W � � THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO AND DRAINAGE PLAN, SHEETS C-500 THRU C-501. LARGER LAND -DISTURBING ACTIVITIES. 12. ALL TEMPORARY EROSION AND SEDIMENT 2. APPROXIMATE SLOPES AFTER MAJOR GRADING ACTIVITIES - SEE W Q U > N CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER SHEETS G500 THRU G501. � � FINAL SITE STABILIZATION OR AFTER THE TEMPORARY 3. AREAS OF SOIL DISTURBANCE, - SEE SHEET C-500, AND THIS SHEET. CU � MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL 4• OUTLINE ALL AREAS THAT ARE NOT TO BE DISTURBED - THIS SHEET. j Q p BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 5. LOCATION OF ALL MAJOR STRUCTURAL AND NON-STRUCTURAL _j 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE CONTROLS, -THIS SHEET. REQUIREMENTS IN INDEX NUMBERS 101, 102 AND 103 OF F.D.O.T. ROADWAY AND 6. THE LOCATION OF EXPECTED STABILIZATION PRACTICES, -THIS u) Z T _ cv TRAFFIC DESIGN STANDARDS, IN ADDITION TO THESE PLANS. SHEET. 15. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES, RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 7. LOCATIONS WHERE STORMWATER MAY DISCHARGE TO A SURFACE 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED WATER OR MS4. SEE SHEET G500 AND THIS SHEET. ' A ` ui STATE WATER QUALITY REQUIREMENTS. v1 17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY: MAYBE NECESSARY AT CONTRACTOR'S EXPENSE. NOI TO BE POSTED ON SITE. LAND CLEARING, FILLING AND CONSTRUCT INFRASTRUCTURE/ BUILDINGS 18. NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND FOR MUST BE REPORTED TO THE PROJECT ENGINEER. 19. DEWATERING ACTIVITIES: A COMMERCIAL DEVELOPMENT. A. DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B. CONTRACTOR MUST HAVE OR OBTAIN A TRANSFERABLE SJRWMD CONSUMPTIVE DESCRIBE THE INTENDED SEQUENCE OF MAJOR SOIL DISTURBING USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM ACTIVITIES: CONSTRUCTION DE -WATERING". UNLESS DEWATERING ACTIVITIES WILL RESULT 1. SITE PREPARATION AND STABILIZE CONSTRUCTION ENTRANCE. Z IN LESS THAN 300,000UMP GPA FOR 3o DAYS OR LESS. 2_ INSTALL SILT FENCE AROUND PERIMETER Q C. NO HYDRAULIC PUMPS MAY BE USED FOR DEWATERING UNLESS APPROVED BY OF SITE. INSTALL � THE WATER MANAGEMENT DISTRICT FOR THAT AREA. DEWATERING EXISTING TURBIDITY BARRIERS AT ALL OUTFALL LOCATIONS. CLEAR LAND, Ld STORMWATER RETENTION AREAS (PONDSILAKES) MAY BE EXEMPT FROM THIS DEMOLISH EXISTING. 0 ILL CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD. 3. RELOCATE TREES - PROVIDE TREE PROTECTION BARRIERS. D. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER AND TO INDIAN RIVER 4. CLEAR LAND, DEMO BUILDINGS, PAVEMENT AND UNDERGROUND _ ~ Z COUNTY. INFRASTRUCTURE. < 0 20. SEE ADDITIONAL DETAILS, SPECIFICATIONS AND REQUIREMENTS ON SHEET C-301. 5. FILL DITCHES. J 6. GRADE SWALES AND RETENTION AREAS. ___I BEST MANAGEMENT PRACTICES (BMPS) AND MEASURES THAT WILL BE IMPLEMENTED AT TOTAL AREA OF THE SITE: ??? ACRES 0 Z THE CONSTRUCTION SITE AND TIME FRAMES IN WHICH THE CONTROLS WILL BE IMPLEMENTED: TOTAL AREA OF THE SITE TO BE DISTURBED THIS PHASE: ??? ACRES LJ 0 THE CONTRACTOR WILL USE SILT FENCE, FILTER BARRIERS, AND OTHER BMPS. THE TIME \ > FRAMES FOR CLEARING, EARTHWORK, AND ANTICIPATED BMP'S ARE EXISTING DATA DESCRIBING THE SOIL OR QUALITY OF ANY STORMWATER V) Lli DISCHARGE: SEE SOIL BORINGS BY OTHERS. NO DISCHARGE FROM DISTURBED AREAS Q IS ANTICIPATED. DRAINAGE AREA SIZE FOR EACH DISCHARGE POINT: ??? ACRES LATITUDE AND LONGITUDE OF EACH DISCHARGE POINT RECEIVING WATER J OR MS4 FOR EACH DISCHARGE POINT: N/A J PLAN PREPARATION: m 1. THIS PLAN ORIGINALLY PREPARED BY THE OWNER'S ENGINEER. THIS L j Q Z PLAN WILL BE MADE AVAILABLE TO CONTRACTOR TO EDIT, CHANGE, -j LLJ _j MODIFY, AS IT DEEMS NECESSARY FOR COMPLIANCE WITH FDEP Y LL_ 0 REGULATIONS, PERMIT CONDITIONS, AND AS REQUIRED FOR U LTJ „U CONTRACTOR TO SIGN THE CERTIFICATION BELOW. � 2. THE FOLLOWING CERTIFICATION SHALL BE SIGNED BY THE ENTITY Q Of (CONTRACTOR) RESPONSIBLE FOR SWPP PLAN IMPLEMENTATION: Ld "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL 0 F'- 0 Q > ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED m m PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION �_ 0 L,J Z SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO Q CL V) Q )TES: MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR THIS PLAN (SHEETS C-300 & G301), COPY OF FDEP NOI (STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE _ Q Z DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES) AND ALL BEST OF MY KNOWLEDGE AND BELIEF TRUE, ACCURATE, AND COMPLETE. 1 O REQUIRED INSPECTION REPORTS, TESTS, AND ALL OTHER DOCUMENTATION SHALL BE KEPT AT THE PROJECT AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING U SITE. FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND THE FOLLOWING CERTIFICATION SHALL BE COMPLETED BY AL CONTRACTORS/ SUB -CONTRACTORS IMPRISONMENT FOR KNOWING VIOLATIONS." + \ RESPONSIBLE FOR ANY PORTION OF THE IMPLEMENTATION OF THE S.W.P.P.P.: CERTIFICATION: " I CERTIFY UNDER THE PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH, THE BY: DATE: EN INFER CERTIFICATION NEER E inCA TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER = DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER E JOSEPSIGNATURE POLLUTION PREVENTION PLAN PREPARED THEREUNDER," 47 L. REG. N0. 47048 ❑do AH B. BI. ESCRIPTION OF WORK/ NAME CONTRACTOR OR NAMEISIGNATURE DATE ❑ wi / ILFL. EG. NO. DDDR TITLE SUB CONTRACTOR TO CERTIFICATION . . 57605 FL. 0. 57605 (NAME, ADDRESS, PHONE) ' : 2 19 SIGNATURE s Er Y. - SIGNATURE 300 ev: PROJECT NO. SIGNATURE \ 18-182 J 200+- 2 6POST OPTIONS: O ~I MAX. ' WMIN. DIA. w WOOD 2"X4" TIPRINCIPLE POST Z I OAK 1-1/2"X1-1/2" POSITIONS > SILT FLOW M ( ED 20° STEEL 1.33 LBS./FT. MIN. TOWARD FLOW)or Z `-FILTER FABRIC (IN FILTER FABRIC CONFORMANCE WITH ELEVATION SEC. 985 F.D.O.T. SECTION SPEC.) NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (II TYPE III SILT FENCE FSO NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART I, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3 TYPE III SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS DO NOT DEPLOY INA MANNER THAT SILT FENCES WILL ACT ASA DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. SILT FENCE APPLICATIONS-N.T.S. NOTES:EXTRA STRENGTH FILTER STEEL OR 1. SILT FENCE SHALL BE PLACED FABRIC NEEDED WITHOUT WIRE WOOD POST _ ON SLOPE CONTOURS TO MESH SUPPORT MAXIMIZE PONDING EFFICIENCY. ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE 2. INSPECT AND REPAIR FENCE.,;. OF POST AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUMR� RECOMMENDED STORAGE �rI ; ' v Off, HEIGHT.AS ;•' 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE 10' MAXIMUM SPACING WITH WIRE °�.,. y'!'., i',Yt ,r`f .h'��.•r••` SUPPORT FENCE, 6' MAXIMUM SEDIMENT OFF-SITE AND CANSPACING WITHOUT WIRE SUPPORT BE PERMANENTLY STABILIZED. M: 4 M:16 FENCE STEEL OR WOOD POST- uj 36" HIGH MAX. X _ PONDING HEIGHT PONDING HEIGHT OLU FLOW FLOW Z 777 1 4"X6" TRENCH WITH 4" MIN. DRAIN ROCK COMPACTED BACKFILL TRENCH DETAIL INSTALLATION WITHOUT TRENCHING TYPE IV SILT FENCE-N.T.S. 3' MIN. STAKED AND TRENCHED I WIRE REINFORCED STAKED AND SILT FENCE �� TRENCHED SILT FENCE SURFACE --1 A RUNOFF -----�4" TYP. DOUBLE ROW STAKED SILT FENCE FOR USE AROUND WETLANDS-N.T.S. Anchor Bales With 2 - 2" x 2" x 4' Sidewalk-.-/ Stakes Per Bale. ::: ;. Ditch Ditch �- Curb &Gutter ' � %': COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES �- /- FRAME '."X4" WOOD FRAME ;ROSS BRACE io FRAME VIEW OF FRAME WITHOUT VIEW OF FRAME WITH SILT FENCE SILT FENCE 2"X2" STAKE FABRIC 10 CO V Fr W SILT FENCE INLET PROTECTION-N.T.S. DROP IP WITH GI - 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 Manaqement. - Reference F.D.O.T. Index #102. EROSION CONTROL DETAILS NOTES: *WETLAND PROTECTION PLAN* a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION 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. GATHER EXCESS AT CORNERS LOOPS SIZED FOR 1" REBAR. LI FILTER BAG FROM INLET USING REBAR FOR HANDLES. Y4" BRIGHTLY COLORED NYLON ROPE, EXPANSION RESISTANT NOTE: IF FILTER FABRIC HAS BEEN INSTALLED BENEATH INLET GRATE IT SHALL BE REMOVED IMMEDIATELY AFTER ROAD SURFACE HAS BEEN STABILIZED AND THE FILTER SACK SHALL BE IMMEDIATELY INSTALLED. FOLDS FOR Ijl/ I Sod I Silt Barrier ti _==\&� I 50' Max. 50' Max. Q PONDS, SMALL STREAMS, MARSHES. 0081 10-A - - f MMULLEN BURST ENCAPSULATED EPS FOAM FLOTATION REINFORCED VINYL Sod ---- ��� Ditch Bottom Inlet - �- E Median Ditch -' 10' (TYp.) �-- - - - 50' Max. - _A` - Silt Barrier 50' Max. I Ditch SAFETY HOOK ASTM D-4491 O55 SEC -1 I "'�• ''" ( Cross Drain -►-1110. l = R- -40. /// } 50' Max. Sod 50' Max. I I Silt Barrier �Endwall ASTM D4632 20%32 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY PUNCTURE I Limits Of ConstructionI Limits Of Construction DITCH INSTALLATIONS AT DRAINAGE STRUCTURES LOOPS SIZED FOR 1" REBAR. LI FILTER BAG FROM INLET USING REBAR FOR HANDLES. Y4" BRIGHTLY COLORED NYLON ROPE, EXPANSION RESISTANT NOTE: IF FILTER FABRIC HAS BEEN INSTALLED BENEATH INLET GRATE IT SHALL BE REMOVED IMMEDIATELY AFTER ROAD SURFACE HAS BEEN STABILIZED AND THE FILTER SACK SHALL BE IMMEDIATELY INSTALLED. FOLDS FOR = o w z COMPACT STORAGE �. TYPE 1. DOT FOR WATERS WITH LOW ti CURRENTS (NO MORE THAN ONE FOOT = o w t PER SECOND) AND LIGHT WINDS: LAKES, w O Q PONDS, SMALL STREAMS, MARSHES. 0081 10-A !GRAB �PUNCTURE FLEXIBLE TOP FLOTATION SECTION WITH NYLON a MMULLEN BURST ENCAPSULATED EPS FOAM FLOTATION REINFORCED VINYL JT��Q.�eF� ����Qp T7EAR LOGS (6"X6"X4') q TYPE I TOP LOAD LINE %s' VINYL COATED STRESS PLATE (TO REMOVE WATER SEAL PRESSURE FROM FLOATS) TYPE 2. DOT FOR HIGHER CURRENT PVC SLOT -CONNECTOR WATERS (UP TO FIVE FEET PER SECOND): 77 DEEPER LAKES STREAMS INTERCOASTAL ).:. Y4" TIE ROPE FLOTATION ALL SEAMS HEAT SEALED ECONOMY FABRICS AVAILABLE 18 OZ. 300 LB./IN. STANDARD Y" CHAIN AND TIDAL AREAS. INCLUDES AN ENCAPSULATED STEEL LOAD CABLE = o w z 00 �. ALONG TOP OF BARRIER AND 8"X8'X4' o v o{ LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE POLY WHATTLE t FLOTATION LOGS. WEAR STRESS POINTS Q I !GRAB �PUNCTURE ARE REINFORCED WITH SHIELDS. MMULLEN BURST ASTM D3786 800 P.S.I. JT��Q.�eF� ����Qp T7EAR ASTM D-4533 120 LBS. GALVANIZED #24 ASTM DA 80% keP(I(XPENING SIZE �ijjWW,R�A�T�E ASTM D-0355 40 US SIEVE s ASTM D-0491 40 GAL./MIN./SQ. FT. ' SAFETY HOOK ASTM D-4491 O55 SEC -1 I "'�• ''" TYPE 11 TYPE 3. DOT IS SIMILAR TO TYPE 2. DOT EXCEPT THAT POLYPROPYLENE FILTER FABRIC IS PERMANENTLY INSERTED INTO THE BARRIER SKIRT TO MEET SOME STATE'S SPECIFICATIONS. BLOW-UP OF SHACKLE CONNECTION FT INLET GRATE OVERFLOW HOLES (OPTIONAL) 0 GEOTEXTILE BAG 2"X2"X3/" RUBBER BLOCK (fYP.) ROCK BAG �G N: FILTER SACKS FOR CRATED INLETS AND STABILIZED ROADWAYS-N.T.S. ROCK BAG TEMPORARY ADS OUTFALL STRESS BAND 22 OZ. NYLON REINFORCED VINYLO-� r 4 �0LU UA Lucool ., ¢~ %s" VINYL COATING CABLE (ON BOTH SIDES OF CURTAIN TO TYPE III REDUCE STRAIN) NOTE: ANCHORING TO BUOYS AS SHOWN REMOVES ALL VERTICAL FORCES FROM THE CURTAIN, HENCE, THE CURTAIN WILL NOT SINK FROM WIND OR CURRENT LOADS. z � (V - M r T WATER SURFACE CANAUDITCHBED -------- NOTES: 1. ACTUAL LAYOUT DETERMINED IN THE FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. A ROLL OFF I CONTAINER SPECIFICALLY MANUFACTURED FOR CONCRETE AND STUCCO WASHOUT MAY BE SUBSTITUTED. CABLE FLOTATION FOLDS EVERY 6' STRESS BAND STRESS PLATE CHAIN BALLAST AND LOAD LINE 100' STANDARD LENGTH 18 (OR 22} OZ. VINYL COATED NYLON PVC SLOT -CONNECTOR FLOATATION STRESS PLATE LAP LINK 5/s' CHAIN. GALVANIZED #24 SAFETY HOOK AUTOMATIC FLASHING LIGHT (ON AT DUSK -OFF AT DAWN) 100' ON CENTER SHALL BE USED IN NAVIGABLE CHANNELS ONLY BUOY ATTACH LINES STANDARD TO SHACKLE CONTAINMENT SYSTEMS LIGHT BUOY _. 5' 5' I` ANCHOR (AS -! RECOMMENDED BY THE MANUFACTURER) Z CURTAIN ORIENTATION WHEN INSTALLED (TIDAL SITUATION -TYPE III)-N.T.S. COMPACTED FILL - NATIVE MATERIAL (OPTIONAL) EXISTING TREE TRL DIAMETER VARIES ORANGE VINYL CONSTRUCTION FE CHAIN LINK OR SNC FENCING OR APPR( EQUIVALENT NOTES: 1. ALL TREES RETAINED ON A SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. 2. UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. 3. INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. 4. FENCEIBARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TRESS OR GROUP OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. 5. DO NOT PARK HEAVY EQUIPMENT ON TREE ROOTS. DO NOT ADD FILL 4" TO 6" AROUND TREE. ALL WORK WITHIN THE CRZ MUST BE DONE BY HAND. A POLY WHATTLES OR GEOHAY CURB 00 O ti INLET FILTER-N.T.S. LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE POLY WHATTLE / TEST METHOD UNITS OR GEOHAY - ��I �PROOPPPEERTTLIIEESS IIS T�NSILE ELONGATION ASTM D-463ASTM 32 30o LBS, ',<,; r' ., !GRAB �PUNCTURE ASTM D-4833 120 LBS. MMULLEN BURST ASTM D3786 800 P.S.I. JT��Q.�eF� ����Qp T7EAR ASTM D-4533 120 LBS. WR�SfSTANFE ASTM DA 80% keP(I(XPENING SIZE �ijjWW,R�A�T�E ASTM D-0355 40 US SIEVE s ASTM D-0491 40 GAL./MIN./SQ. FT. ' PERMITTIVITY ASTM D-4491 O55 SEC -1 I "'�• ''" MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE Total Recoverable Zinc 19, DEWATERING ACTIVITIES: TEST METHOD UNITS ' AS M 265 LBS. { II�EjPP�ROEEPE$$RTIIEES�S II�I1t GRAB TE�ftE ELONGATION ASTM D4632 20%32 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY PUNCTURE ASTM D-4833 135 LBS. MEASURES ARE NO LONGER NEEDED. 13 PR PERTIES AND WATERWAYS DOWNSTREA MULLEN BURST ASTM D-3786 420 P.S.I. CHANNELIZE RUNOFF TO BASIN AS TRAPEZOID TEAR ASTM 64533 45 LBS. ROCK BAGS LN RESISTANCE ASTM D-4355 90% REQUIRED. SIZE ASTIA 1 20 US SIEVE Naphthalene �PP/tRE,[yT9PENING ASTM D-4491 200 GAL /M N./SQ. Fr. EXISTING TREE TRUNK- PERMITTIVITY ASTM 64491 1.5 SEC. -1 DIAMETER VARIES SOCK -PIPE OR ROCK BAG INLET- mmmmm- m FILTER-N.T.S. METHODS SUFFICIENT TO KEEP TEMPORARY SEDIMENT SWALE FULLY STABILIZED AND GRASSED �- PROVIDE ADDITIONAL SILT BARRIER/FILTER ADJACENT TO OUTFALL PIPE. �G N: FILTER SACKS FOR CRATED INLETS AND STABILIZED ROADWAYS-N.T.S. ROCK BAG TEMPORARY ADS OUTFALL STRESS BAND 22 OZ. NYLON REINFORCED VINYLO-� r 4 �0LU UA Lucool ., ¢~ %s" VINYL COATING CABLE (ON BOTH SIDES OF CURTAIN TO TYPE III REDUCE STRAIN) NOTE: ANCHORING TO BUOYS AS SHOWN REMOVES ALL VERTICAL FORCES FROM THE CURTAIN, HENCE, THE CURTAIN WILL NOT SINK FROM WIND OR CURRENT LOADS. z � (V - M r T WATER SURFACE CANAUDITCHBED -------- NOTES: 1. ACTUAL LAYOUT DETERMINED IN THE FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. A ROLL OFF I CONTAINER SPECIFICALLY MANUFACTURED FOR CONCRETE AND STUCCO WASHOUT MAY BE SUBSTITUTED. CABLE FLOTATION FOLDS EVERY 6' STRESS BAND STRESS PLATE CHAIN BALLAST AND LOAD LINE 100' STANDARD LENGTH 18 (OR 22} OZ. VINYL COATED NYLON PVC SLOT -CONNECTOR FLOATATION STRESS PLATE LAP LINK 5/s' CHAIN. GALVANIZED #24 SAFETY HOOK AUTOMATIC FLASHING LIGHT (ON AT DUSK -OFF AT DAWN) 100' ON CENTER SHALL BE USED IN NAVIGABLE CHANNELS ONLY BUOY ATTACH LINES STANDARD TO SHACKLE CONTAINMENT SYSTEMS LIGHT BUOY _. 5' 5' I` ANCHOR (AS -! RECOMMENDED BY THE MANUFACTURER) Z CURTAIN ORIENTATION WHEN INSTALLED (TIDAL SITUATION -TYPE III)-N.T.S. COMPACTED FILL - NATIVE MATERIAL (OPTIONAL) EXISTING TREE TRL DIAMETER VARIES ORANGE VINYL CONSTRUCTION FE CHAIN LINK OR SNC FENCING OR APPR( EQUIVALENT NOTES: 1. ALL TREES RETAINED ON A SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. 2. UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. 3. INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. 4. FENCEIBARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TRESS OR GROUP OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. 5. DO NOT PARK HEAVY EQUIPMENT ON TREE ROOTS. DO NOT ADD FILL 4" TO 6" AROUND TREE. ALL WORK WITHIN THE CRZ MUST BE DONE BY HAND. A 0 j IETAL T -POSTS OR APPROVED LTERNATIVE rr r I - I _Z i R O M FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 00 O ti F j `Z00 / 0 2% OR GREATER 0 Vn 1� Z CV s \ 0 j IETAL T -POSTS OR APPROVED LTERNATIVE rr r I - I _Z i R O M FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 00 O WHERE GRADE EXCEEDS 2% F j `Z00 / 0 2% OR GREATER CONDITION AT THE END OF EACH WORKING DAY. Vn 1� Z CV s \ CONTINUOUS BERM OF EQUIVALENT U') Q HEIGHT. ROADWAY i TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE AT THE END OF CL Z W Q CLEANED THOROUGHLY EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A ti Total Recoverable Zinc 19, DEWATERING ACTIVITIES: O O O U t0 0 ELEVATION A -DISCHARGE MUST NOT EXCEED STATE WATER I STANDARDS. QUALITY S DS. o 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL w�oWiiW =aw r �o}m3�W MEASURES ARE NO LONGER NEEDED. 13 PR PERTIES AND WATERWAYS DOWNSTREA ORANGE VINYL CONSTRUCTION w p�Far�=vtw CHANNELIZE RUNOFF TO BASIN AS FENCING, CHAIN LINK FENCING, Zo=ao�Wa�mog 1.0 pg/L SNOW FENCING OR OTHER SIMILAR ��"d�z= REQUIRED. FENCING AT LEAST (4') HIGH AND 3Dir Naphthalene SUPPORTED ATAMAXIMUM OF TEN INTERVALS BY wo��wwak�wra �a33w`j^3Z0 EXISTING TREE TRUNK- -FOOT (10') O F- Q DIAMETER VARIES METAL T -POSTS OR APPROVED m METHODS SUFFICIENT TO KEEP O W Z THE FENCE UPRIGHT AND IN PLACE. Q WOODEN STAKES AND REBAR Q POSTS ARE NOT CONSIDERED AS Z AN APPROVED METHOD Q Z SUFFICIENT ENOUGH TO KEEP THE FENCE UP RIGHT AND IN PLACE. U N 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 L LGJM NOTES: NOT EXCEED ANY OF THE LISTED SCREENING VALUES. Q C _ 1. THE ENTRANCE SHALL BE MAINTAINED IN A C - MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUND WATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED (BY CONTRACTOR) BEFORE THE COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY AFTER COMMENCEMENT CONDITION THAT WILL PREVENT TRACKING OR (30)DAYS OF DISCHARGE, AND THEN ONCE EVERY SIX (6)MONTHS WO vii FLOWING OF SEDIMENT ONTO PUBLIC FOR THE LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OF PLAN THIS PERMIT SHALL BE TAKEN PRIOR TO ACTUAL DISCHARGE OR MIXING WITH THE RECEIVING WATERS. THE EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS Z LL_ (ten PROTECTIVE FENCING FOR LISTED ON TABLE 1. 00 Q o l REPAIR AND/OR CLEAN OUT OF ANY MEASURES D - IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES LISTED IN TABLE 1, EXCEPT TOC, THE DISCHARGE IS NOT AUTHORIZED BY THIS j(2 U TREES-N.T.S. PERMIT. IF T.O.C. IS EXCEEDED BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND EXPLANATION FOR THE HIGH READING MUST BE JOSEPH W. HULKE SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION. W o w J 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED E - IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN A SCREENING VALUES FOR DISCHARGE INTO: JODA B. B ITTLE PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL WASTERWATER O zZ�W PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF Parameter Fresh Waters Coastal Waters Z zo W NOTE: > ALL STOCKPILES SHALL BE A MAXIMUM t= _ OF 25' HIGH. ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED N O J A N 06 _5?Of N� ZOo STOCKPILE OF A ERODIBLE MATERIAL } W Q ~ I X J C� LL U) -_ N O PLYWOOD, 4'X2' - 10 mil PLASTIC UNING CONCRET PAINTED WHITE CN W O 0 x~ BLACK LETTERS F_ NASHOuQ - z Q SECTION A -A 6" HEIGHT I I �� MM (3� m W Z 9' MIN. LAG SCREWS] W \�-COMPACTED FILL i fA I 10 mil PLASTIC UNIN P LAN TYPE "ABOVE GRADE" WITH COMPACTED FILL CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S. } A SUPPLY WATER TO WASH WHEELS IF NECESSARY. d DIA.) SECTION A -A _-j W Lu N WOOD POSTS e �tiv cr v N (4"X4"X9') ... .. _<. ;. y SILT FENCE (F1'P.) P (O ti NOTE: Q I FOR STOCKPILING ERODIBLE J CJ Z O MATERIAL FOR EXTENDED SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE p t` PERIODS, THE AREA SHALL BE SEEDED AND MULCHED. MATERIAL-N.T.S. Z N G CONCRETE WASHOUT SIGN EROSION CONTROL AND DEWATERING NOTESV W DETAIL (OR EQUIVALENT) 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 y}� `_ 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 12" DIA. UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE STEEL WIRE YEAR. z oa 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS - RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY Q TRANSPORTED FROM THE PROJECT SITE. J STAPLE DETAIL 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. W Z 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED I"- O IMMEDIATELY. 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME 1-- Z _J OR SLOPE DRAIN STRUCTURE. =I O 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING J _ Q CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. J 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND Cr O Z W STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. W Q DIVERSION RIDGE REQUIRED O M FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE O WHERE GRADE EXCEEDS 2% 9.3 /L p9 CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING / _I 2% OR GREATER CONDITION AT THE END OF EACH WORKING DAY. , ^ W CONTINUOUS BERM OF EQUIVALENT 16, CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY HEIGHT. ROADWAY i TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE AT THE END OF CL Z W Q CLEANED THOROUGHLY EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A J w Total Recoverable Zinc 19, DEWATERING ACTIVITIES: SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. NOTE: A -DISCHARGE MUST NOT EXCEED STATE WATER I STANDARDS. QUALITY S DS. FILTER FABRIC 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL SECTION A -A MEASURES ARE NO LONGER NEEDED. 13 PR PERTIES AND WATERWAYS DOWNSTREA PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS LL FLOW FLOW SE I (y O M FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. D MENT TRAP DIVERSION RIDGE OR SEDIMENT SHALL ADHERE TO ALL CONDITIONS OF THE PERMIT, INCLUDING INSPECTIONS, REPORTING, Total Recoverable Cadmium RECORD KEEPING AND CERTIFICATIONS. 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN 9.3 /L p9 DATE: STANDARDS, AND THE DETAILS AND NOTES ON THE PLANS. _I STRAW BALES, SANDBAGS OR 15, CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. J CONTINUOUS BERM OF EQUIVALENT 16, CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. Q HEIGHT. 17. THIS POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE. m I--' 0.03 mg/L 18. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK (BY THE CONTRACTOR) AND MUST BE REPORTED TO THE PROJECT Z W Q ENGINEER. LOCATION SHALL BE DETERMINED BY THE ENGINEER. J w Total Recoverable Zinc 19, DEWATERING ACTIVITIES: Y Li O NOTE: A -DISCHARGE MUST NOT EXCEED STATE WATER I STANDARDS. QUALITY S DS. PROPERTY LIMITS. CONTRACTOR IDITYLEVELS USE SANDBAGS, STRAW BALES OR B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL (� w ^ (, OTHER APPROVED METHODS TO PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS ! Z CHANNELIZE RUNOFF TO BASIN AS THAN 300,000 GPD FOR 30 DAYS OR LESS. Benzene 1.0 pg/L C - NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. Q REQUIRED. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDS/LAKES) MAY BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD. o i= W Naphthalene ,00.opg/L W > - D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. O F- Q 20. THE CONTRACTOR SHALL OBTAIN GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY. m A - BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SITE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED UNTREATED DISCHARGE O W Z WATER SHALL BE PERFORMED TO DETERMINE IF CONTAMINATION EXISTS BY CONTRACTOR). IF NONE EXISTS, THE RESULTS SHALL BE SUBMITTED TO THE FDEP Q INDUSTRIAL WASTEWATER PERMITTING WITHIN ONE WEEK OF COMMENCEMENT OF DISCHARGE (C.O. ALI KAZI, P.E., 3319 MAGUIRE BLVD. SUITE 23Z ORLANDO, FL, Q 32803), WITH A LETTER NOTIFYING THE AGENCY THAT DE -WATERING ACTIVITIES WILL COMMENCE PURSUANT TO 62-621.300(2) F.A.C. AND THE SITE QUALIFIES FOR _ THE GENERIC PERMIT. Q Z B - THE FACILITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A POINT 0 SOURCE TO SURFACE WATERS OF THE STATE, AS DEFINED IN CHAPTER62-620, F.A.C., ONLY IF THE REPORTED VALUES FOR THE PARAMETERS LISTED IN TABLE 1 DO NOTES: NOT EXCEED ANY OF THE LISTED SCREENING VALUES. U _ 1. THE ENTRANCE SHALL BE MAINTAINED IN A C - MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUND WATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED (BY CONTRACTOR) BEFORE THE COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY AFTER COMMENCEMENT CONDITION THAT WILL PREVENT TRACKING OR (30)DAYS OF DISCHARGE, AND THEN ONCE EVERY SIX (6)MONTHS \ FLOWING OF SEDIMENT ONTO PUBLIC FOR THE LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OF THIS PERMIT SHALL BE TAKEN PRIOR TO ACTUAL DISCHARGE OR MIXING WITH THE RECEIVING WATERS. THE EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING, LISTED ON TABLE 1. 'ENGINEER CERTIFICAnON IFICA 7 REPAIR AND/OR CLEAN OUT OF ANY MEASURES D - IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES LISTED IN TABLE 1, EXCEPT TOC, THE DISCHARGE IS NOT AUTHORIZED BY THIS USED TO TRAP SEDIMENT. PERMIT. IF T.O.C. IS EXCEEDED BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND EXPLANATION FOR THE HIGH READING MUST BE JOSEPH W. HULKE SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION. REG. N0. 47048 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED E - IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN A SCREENING VALUES FOR DISCHARGE INTO: JODA B. B ITTLE PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL WASTERWATER FL. R NO. 57396 PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF Parameter Fresh Waters Coastal Waters 0 WILLIAM ODDARD DISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED IF THIS OCCURS. Total Organic Carbon (TOC) 10.0 mg/L 10.0 mg/L FL. RE NO. 57605 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE 21, THE CONTRACTOR SHALL OBTAIN A STATE OF FLORIDA GENERIC PERMIT FOR pH, standard units 6.0-8.5 6.5-8.5 ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, AND Total Recoverable Mercury 0.012 pg/L 0.025 pg/L J A N ✓�==tw-''- RECEIVING OUTFALL SWALE OR r, D MENT TRAP DIVERSION RIDGE OR SEDIMENT SHALL ADHERE TO ALL CONDITIONS OF THE PERMIT, INCLUDING INSPECTIONS, REPORTING, Total Recoverable Cadmium RECORD KEEPING AND CERTIFICATIONS. 9.3 pg/L 9.3 /L p9 DATE: 90° FITTING SKIMMING MECHANISM ( ) DITCH. STABI r%LE/GRASS OR BASIN. Total Recoverable Copper 2.9 pg/L 2.9 pg/L S E T 12" MIN. REVEGETATEROVIDE SILT 50' MIN. Total Recoverable Lead 0.03 mg/L 5.6 mg/L BARRIER AT : )WNSTREAM Total Recoverable Zinc 86.0 pg/L 86.0 pg/L C - O1 TEMPORARY ADS OUTFALL PROPERTY LIMITS. CONTRACTOR IDITYLEVELS TEMPORARY GRAVEL CONSTRUCTION Total Recoverable Chromium (Hex.) 11.0 pg/L 50.0 pg/L ` N.T.S. TO TEST TUR Benzene 1.0 pg/L 1.0 pg/L PROJECT NO. WEEKLY. ENTRANCE/EXIT-N.T.S. Naphthalene ,00.opg/L 100opg2 � � 18-182 J x ,• 1�h �h BEN ARK ST T ufw" IRC E V.=21.24' NAVD 1988 p �F:xB' iF{C \ \\ 12'X12" GRATE ON 'Y \ \ \ ADS PIPE=20.27 \ \ \\ vs \ \ \ \ NIS \ \ + as 6 \� "/"" X" G' + \ \ \ FAST \ \h \ 9 Kea Ln 0 v N 00 00 00 O CONSTRUCT BIKE RACK AAA RIBBON RACK CO. MODEL NUMBER RB 05 ON VX 7' CONC. PAD 8 N / 45 13.25 ` xX CONSTRUCT \ ICKLEBALL COURT / ` "Mo I %`�� cl ♦ �� f1 /ok 0".o �•�� _ 'fin �,. WHEEL STOP (TYR) 1 PARKING AREA LIGHTING CONSTRUCT -24 SPACE PARKING LOT SITE DATA FOR CITY OF SEBASTIAN PUBLIC SERVICE PROJECT INFORMATION PROPOSAL: HANDICAP 1 SPACE FLOOD ZONE TOTAL SPACES PROVIDED 24 SPACES F.I.R.M. NO. 12061COl11H, 12/04/2012 FLOOD ZONE')' AND AIRPORT PICKLEBALL COURTS - CONSTRUCT RESTROOMS AND CANOPY APPLICANT: LEGAL DESCRIPTION CITY OF SEBASTIAN - INSTALL BIKE RACK CITY OF SEBASTIAN; PAUL CARLISLE, CITY MANAGER CONSTRUCTION SCHEDULE BUILDING AREAS DELTA TOTAL NOTE: THIS IS A PORTION OF THE CITY'S MUNICIPAL AIRPORT PROPERTY. (AIRPORT EAST DRIVE) SEBASTIAN MUNICIPAL PARK PS ZONING DISTRICT REQUIREMENTS: 8,672 FT2 CANOPY 450 FT2 450 FT2 1225 MAIN ST. 291 FT2 SIDEWALK 1,961 FT2 1,961 FT2 TOTAL GROSS AREA 29,765 FT2 SEBASTIAN, FLORIDA 32958 REQUIRED PROPOSED TEL: 772-388-8200 MIN. LOT SIZE 15,000 FT2 56,712 FT2 (1.30 AC.) (ASSUMED) FAX: 772-581-0149 MIN. LOT WIDTH 100' 308' MIN. YARD SETBACK: ENGINEER: FRONT 30' 21.75' SCHULKE, BITTLE & STODDARD, LLC. SIDE 10• 20' 1717 INDIAN RIVER BOULEVARD, SUITE 201 SIDE 10' 17.5' VERO BEACH, FLORIDA 32960 REAR 25' 30' TEL: 772-770-9622 MAX. BUILDING HEIGHT 35' 10' FAX: 772-770-9496 PARKING AREA LIGHTING CONSTRUCT -24 SPACE PARKING LOT LAND USE SITE DATA FOR CITY OF SEBASTIAN PUBLIC SERVICE PROJECT INFORMATION PROPOSAL: HANDICAP 1 SPACE FLOOD ZONE TOTAL SPACES PROVIDED 24 SPACES F.I.R.M. NO. 12061COl11H, 12/04/2012 FLOOD ZONE')' AND AIRPORT PICKLEBALL COURTS - CONSTRUCT RESTROOMS AND CANOPY APPLICANT: LEGAL DESCRIPTION CITY OF SEBASTIAN - INSTALL BIKE RACK CITY OF SEBASTIAN; PAUL CARLISLE, CITY MANAGER CONSTRUCTION SCHEDULE BUILDING AREAS DELTA TOTAL NOTE: THIS IS A PORTION OF THE CITY'S MUNICIPAL AIRPORT PROPERTY. (AIRPORT EAST DRIVE) SEBASTIAN MUNICIPAL PARK PS ZONING DISTRICT REQUIREMENTS: 8,672 FT2 CANOPY 450 FT2 450 FT2 1225 MAIN ST. 291 FT2 SIDEWALK 1,961 FT2 1,961 FT2 TOTAL GROSS AREA 29,765 FT2 SEBASTIAN, FLORIDA 32958 REQUIRED PROPOSED TEL: 772-388-8200 MIN. LOT SIZE 15,000 FT2 56,712 FT2 (1.30 AC.) (ASSUMED) FAX: 772-581-0149 MIN. LOT WIDTH 100' 308' MIN. YARD SETBACK: ENGINEER: FRONT 30' 21.75' SCHULKE, BITTLE & STODDARD, LLC. SIDE 10• 20' 1717 INDIAN RIVER BOULEVARD, SUITE 201 SIDE 10' 17.5' VERO BEACH, FLORIDA 32960 REAR 25' 30' TEL: 772-770-9622 MAX. BUILDING HEIGHT 35' 10' FAX: 772-770-9496 MAX. LOT COVERAGE BY BUILDINGS 40% 771 FT2 (1.4%) MEP: MIN. OPEN SPACE 45% 26,814 FT2 (47.3%) TREASURE COAST ENGINEERING, INC. MAX. IMPERVIOUS AREA 60% 29,898 FT2 (52.7%) 492513TH LANE MAX. F.A.R. 60% 617 FT2 (1.1%) VERO BEACH, FLORIDA 32966 TEL: 772-567-1007 FAX: 772-567-1084 AREA CALCULATIONS: SURVEYOR: TOTAL SITE (GROSS AREA) 56,712 FT2 1.30AC. 100% MERIDIAN LAND SURVEYOR 1717 INDIAN RIVER BOULEVARD 1. PROPOSED CONCRETE AND PAVEMENT (NET) 29,898 FT2 0.68 AC. (52.7% VERO BEACH, FLORIDA 32960 2. PROPOSED OPEN SPACE AREA 26,814 FT2 0.62 AC. (47.3% TEL: 772-794-1213 ROPO,$ED USE ICKLEBALL COURTS OPEN SPACE REQUIRED: 56,713 FT2 X .20 = 11,342 FT2 0.26 AC. (20%) STREET ADDRESS 160 AIRPORT DRIVE EASTo OPEN SPACE PROVIDED: 27,297 FT2 0.63 AC. (48.5% SEBASTIAN, FL 32958 PARKING CALCULATIONS: PROPERTY TAX ID NUMBERS 30-38-22-0000-1000-000000.1 REQUIRED PARKING REQUIREMENTS: 2 SPACES PER COURT ZONING PS TOTAL SPACES REQUIRED 2 SPACES x8 COURTS= 16 SPACES LAND USE PROVIDED PARKING PUBLIC SERVICE STANDARD 23 SPACES PROPOSAL: HANDICAP 1 SPACE FLOOD ZONE TOTAL SPACES PROVIDED 24 SPACES F.I.R.M. NO. 12061COl11H, 12/04/2012 FLOOD ZONE')' AND F.I.R.M_ NO. 12061C0103H, 12/04/2012 FLOOD ZONE W - CONSTRUCT RESTROOMS AND CANOPY PROPOSED MAINT. ENTITY LEGAL DESCRIPTION CITY OF SEBASTIAN - INSTALL BIKE RACK NONE PROVIDED BY OWNER. CONSTRUCTION SCHEDULE BUILDING AREAS DELTA TOTAL NOTE: THIS IS A PORTION OF THE CITY'S MUNICIPAL AIRPORT PROPERTY. (AIRPORT EAST DRIVE) CONSTRUCTION START. 8/19 CONSTRUCTION FINISH: 8/20 PROPOSAL: ACRYLIC SURFACE/ - CONSTRUCT (8) EIGHT PICKLEBALL COURTS Q - ERECT LIGHTING W/ COIN METERED SWITCH - CONSTRUCT PARKING LOT W/ (24) TWENTY FOUR PARKING SPACES - CONSTRUCT RESTROOMS AND CANOPY - CONSTRUCT SIDEWALKS - INSTALL BIKE RACK PROPOSED BUILDING AREAS DELTA TOTAL PICKLEBALL COURTS 18,841 FT2 18,841 FT2 PARKING LOT 8,672 FT2 8,672 FT2 CANOPY 450 FT2 450 FT2 RESTROOM 291 FT2 291 FT2 SIDEWALK 1,961 FT2 1,961 FT2 TOTAL GROSS AREA 29,765 FT2 29,765 FT2 ' A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP (10'-30') G = 6" SKIP WHITE TYP (6'-10') H = 6" SKIP WHITE TYP (2'-4') 1= 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP (6'-10') N = 6" SKIP YELLOW TYP (2'4) P = RPM MONO -DIRECTIONAL WHITE/MONO Q = RPM BI-DIRECTIONAL AMBER/AMBER R = FDP WHITE S = FDP YELLOW T = RPM BI-DIREC. WHITE/RED NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST. SIGN LEGEND P1 FTP -21-06 HANDICAPPED PARKING SIGN PARKING �o PERMIT FTP -22-06 HANDICAPPED ONLY PARKING SIGN S 100 FNE FS 91B i9 STOPR1- R1-1 30" STOP SIGN GENERAL NOTES: 1. PRIOR TO CONSTRUCTION COMMENCEMENT THE CONTRACTOR IS TO NOTIFY THE CITY OF SEBASTIAN ENGINEERING INSPECTOR SUPERVISOR. 2. ALL UTILITIES MUST BE PLACED UNDERGROUND PURSUANT TO THE CITY OF SEBASTIAN LAND DEVELOPMENT REGULATION (LDR) 3. THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITY LINES AND STRUCTURES PRIOR TO CONSTRUCTION. 4. NOTATIONS AS DEPICTED ON THIS SHEET, HAVE THE FOLLOWING MEANING: PROPOSED OR PROP ............ PROPOSED CONSTRUCTION BY OTHERS CONSTRUCT OR CONST ...... ...PROPOSED CONSTRUCTION BY CONTRACTOR EEOP......................................EXISTING EDGE OF PAVEMENT EOP........................................EDGE OF PAVEMENT BOC........................................BACK OF CURB RCP........................................REINFORCED CONCRETE PIPE H.P.........................................HIGH POINT R/ W ........................................ RIGHT-OF-WAY CMP........................................CORRUGATED METAL PIPE MES........................................MITERED END SECTION 5. EXIST WATER SUPPLY: I.R.C. UTILITY 6. EXIST SEWER DISPOSAL: I.R.C. UTILITY 7. PROJECT LIES WITHIN FLOOD ZONE "X", PER FEMA FIRM MAP No. 12061 C01 11 H, DATED DECEMBER 04, 2012. 8. ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OF SEBASTIAN STANDARDS AND SPECIFICATIONS. 9. ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER INDIAN RIVER COUNTY DEPT. OF UTILITY SERVICES STANDARDS AND SPECIFICATIONS AS ADOPTED 1/97. 10. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," LATEST EDITION. 11. THIS PROJECT WILL BE COMPLETED: START CONSTRUCTION: BY - 8/19 COMPLETE CONSTRUCTION: BY - 8/20 12. PROPOSED LIGHTING FOR THIS SITE SHALL BE PLACED IN SUCH A MANOR AS NOT TO EFFECT THE SURROUNDING AREA OR CAUSE GLARE ON THE ADJACENT STREETS. 13. PERMITS REQUIRED: - CITY OF SEBASTIAN SITE PLAN - CITY OF SEBASTIAN BUILDING - SJRWMD STORM WATER PERMIT (EXEMPTION) OR FDEP 10-2 ASPHALT PAVEMENT a' d CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK ACRYLIC SURFACE/ ?s.:;€�;•.I!'�':€€?sl>� ASPHALT PAVEMENT COURT Q 0 ASPHALT PAVEMENT a' d CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK 0 IV 00 o W CV O o 2 O C7 3 U L w o = B Z��>� ~o w FW Vot Q0M3�W tr _'mm 0 V ? p w w0==wwa�ZwZ)d \a33w��3w�ao� i *100, 1 So M N Cc Q� J D 'cy) w o:zt 00 � LL N Q �(_� Do U Z o Q - W o W J • 0 co O zC5 ow o N m �oWO W cp o N I > o 1,- 2 oo Z ¢ J M CZ�mLL W WFC L Q U > N Y j �� g� Z N ti ti rUn �- V/ � �~ V z J IL Li J J m N F - Z JLaJ=) Y LL- O U_ Lj - U > z � Q � c W OF-Q� CL W m Q CL (f) Q � Q oQ z U IE INFER CERTIFICATION OSEPH W. SCHULKE ` F REG. NO. 47048 []JO H B. BITTLE / FL. REG. NO. 57396 WILLI M P. STODDARD FL. EG .57605 thia■� EET C 400 PROJECT NO. 18-182 Q 0 0 IV 00 o W CV O o 2 O C7 3 U L w o = B Z��>� ~o w FW Vot Q0M3�W tr _'mm 0 V ? p w w0==wwa�ZwZ)d \a33w��3w�ao� i *100, 1 So M N Cc Q� J D 'cy) w o:zt 00 � LL N Q �(_� Do U Z o Q - W o W J • 0 co O zC5 ow o N m �oWO W cp o N I > o 1,- 2 oo Z ¢ J M CZ�mLL W WFC L Q U > N Y j �� g� Z N ti ti rUn �- V/ � �~ V z J IL Li J J m N F - Z JLaJ=) Y LL- O U_ Lj - U > z � Q � c W OF-Q� CL W m Q CL (f) Q � Q oQ z U IE INFER CERTIFICATION OSEPH W. SCHULKE ` F REG. NO. 47048 []JO H B. BITTLE / FL. REG. NO. 57396 WILLI M P. STODDARD FL. EG .57605 thia■� EET C 400 PROJECT NO. 18-182 2.5' 2.5' 5' 5' N N N 7, CONCRE LANDI I I- N N _- N N 70' 20' 5' 5' 5' 20' 5' 2.5' 2.5' .5' 1 4i I PICKELBALL COURT DETAIL (PAVING, MARKING AND EQUIPMENT) SCALE: I"= 10' Tx 5' CONCRETE LANDING NOTES: 1. DIMENSIONS, MEASUREMENTS, LINES, AREAS AND NET FOR THE STANDARD PICKELBALL COURT SHALL BE IN ACCORDANCE WITH SECTION 2 OF USAPA/IFP/S OFFICIAL TOURNAMENT RULE BOOK. 2. COURT MEASUREMENTS ARE TO THE OUTSIDE OF THE 2" LINES. e0 w U w LL H 2 C7 Lu 2 J LL ED w U z w LL �O z O CD rn w U z w LL H C7 w J LL LL 69' FULL HEIGHT FENCE (8') 69' FULL HEIGHT FENCE (8') NOTE: PICKELBALL COURT DETAIL (SURFACE, FENCING AND OTHER MISC. SYSTEM) 1. PROVIDE 6' WINDSCREENS ON ALL 8' FENCE SCALE: 1"= UY e0 w U z w LL F- 2 0 Lu J LL co w U z w LL io U z O 8D rn i>o w U z w LL H C7 w J LL LL m LIQUID APPLIED ACRYLIC CHAIN LINK FENCE SPECIFICATIONS SURFACE SYSTEM PROVIDE POST CAPS I 4._O.. I CHAIN-LINK MESH SIZE FOR PICKLEBALL COURTS IS A 2" DIAMOND-SHAPED 9 -GAUGE FABRIC WITH (CUSHIONED OR NON -CUSHIONED) s DIA TRUSS ROD VINYL COATED F )R ALL POSTS1-1/2" ASPHALTIC CONC. (TYPE S-3) _NEEDED, AND TO INCLUDE GATE POSTS END CLEAR OPENING FORKED TYPE LATCH FRAMEWORK AND FENCE FABRIC FRAMEWORK AS " DIA MIN); LINE POSTS 2.375" DIA MIN.); TOP RAIL (MIN. 1000 P.S.I. MARSHALL) LINE MARKING CONTINUOUS TOP RAIL POSTS, CORNER POSTS AND PULL POSTS (2.875 ), ( ), WITH PADLOCK EYE (1.660" DIA MIN), AND BOTTOM WIRE. 6" COQUINA SHELL (EBV 100) COMPACTED -�`_ PLAYING SURFACE X3 STEEL STRETCHER BARS FULL HEIGHT OF FABRIC - ONE AT EACH GATE AND END POSTS TO 98% MAX DENSITY (AASHTO T-180) ................. r--•------------.\ I I I f i I I I I o i M I= o I N oe­ NOTE - CREATING A'GAP' BETWEEN THE l , THE NET AND COURT SURFACE IS OPTIONAL, AND DEPENDS ON I I PLAYER PREFERENCE. I do SIDE LINE OF PICKLEBALL COURT I (RECOMMENDED) / / 22'-0" INSIDE POST -TO -INSIDE POST -r NET POST, TYP. CENTER STRAP TOP AT 2'-10" cs i __j CENTER STRAP ANCHOR 20'-0" COURT WIDTH EQ. EQ. PICKLEBALL NET ELEVATIONS NOT TO SCALE SMALL IRREGULARITIES 10' STRAIGHT EDGE - NON -COMPLYING SURFASK ------------ 1/4" ----1/4" MAX. 1Q' STRAIGHT EDC CHECKING EVENNESS NON -COMPLYING SURFA�," ' 3/8" MAX. LINE OF TRUE PLANE 3/8" MAX. -� ESTABLISHED WITH SURVEY EQUIPMEp' .. COURT SURFA WEEMENNISM0 CHECKING PLANARITY NOTES: A. PRIOR TO APPLYING FILLER COAT; THE ASPHALT PAVEMENT MUST BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: 1. CROSS SLOPE SHALL NOT VARY BY MORE THAN 0.2% 2. PAVEMENT SMOOTHNESS MUST BE A FINISHED SURFACE OF UNIFORM TEXTURE AND COMPACTION WITH NO PULLED, TORN, RAVELED, CRUSHED OR LOOSENED PORTIONS AND FREE OF SEGREGATION, BLEEDING, FLUSHING, SAND STREAKS, SAND SPOTS OR RIPPLES. 3. A STRAIGHT EDGE TEST SHALL BE PERFORMED AND DEFICIENCIES GREATER THAN %" SHALL BE REJECTED. 4. GENERALLY, SURFACE REQUIREMENTS SHOULD BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION 330-12. B. PRIOR TO APPLYING THE PLAYING SURFACE, ACRYLIC FILLER COAT(S) SHOULD BE APPLIED TO SMOOTH ALL IRREGULARITIES, AND PROVIDE AND EVEN, PLANAR SURFACE. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: 1. FLOOD PAVEMENT WITH WATER TO CHECK FOR PLANARITY AND TO IDENTIFY LOW AREAS 2. APPLY A FILLER COAT, WHICH GENERALLY CONSISTS OF AN ACRYLIC BINDER MIXED WITH PORTLAND CEMENT AND A SAND AGGREGATE 3. APPLY THE CUSHION COATS OR TEXTURE COATS, WHICH ARE GENERALLY APPLIED WITH A SQUEEGEE 4. APPLY COLOR FINISH COATS, WHICH ARE GENERALLY APPLIED WITH A SQUEEGEE 5. THE COURT WILL HAVE THREE COATS OF COLORING MATERIAL. ILLUSTRATION OF PANARITY, EVENNESS & IRREGULARITIES NOT TO SCALE ' I r/. z AND TWO FOR EACH CORNER AND PULL POSTS, SECURED WITH STEEL STRETCHER BAR BANDS. 9 GAUGE GALVANIZED WIRE TIES SPACED 12" O.C. 8" STABILIZED SUB -GRADE (F.B.V. 50) _. ---p,� ACRYLIC FILLER COAT X2 a - 7 GAUGE COILED SPRING WIRE OR 6 GAUGE PERMAFUSED PVC TENSION WIRE (98% COMPACTION AASHTO T-180) - AVEMENT L ASPHALT P w - PROVIDE CONTINUOUS TOP RAIL, HORIZONTAL RAIL BRACING AT MID HEIGHT BETWEEN ALL MIXED TO A HOMOGENEOUS MATERIAL 0 I I . _ / CONCRETE BASE COAT (I __ eP TERMINATE POSTS, CORNER POSTS, PULL POSTS AND ADJACENT LINE POSTS AND BOTTOM WIRE. I - `' =PROVIDE TRUSS RODS WITH TURNBUCKLE AT DIAGONALLY BETWEEN TERMINATE FILL COMPACTED TO - I [ I ) •••-a.,., u t i .= CONCRETE BASE w POSTS, CORNER POSTS, PULL POSTS, AND ADJACENT LINE POSTS. 98% MAX. DENSITY .- . _. _ - CONSTRUCTION SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS, SECTION 550 LATEST 1. BASIC ACRYLIC SURFACE (BASE BID) EDITION BOTTOM V''4RE ` GATE FRAME, 1.660" DIA MIN, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS/CUT SHEETS FOR APPROVAL PRIOR TO ORDERING NOTES: ALL WELDED CONNECTIONS. MATERIALS. 1. DENSITY TEST REQ'D: MIN OF 1 PER EACH COURT (4 TOTAL) DETAILS FOR ACCESSIBLE GATE AND FENCE FOR EACH FOOT OF FILL, FOR STABILIZED SUBGRADE AND NOTE: FOR COQUINA SHELL BASE; AND 1 PER 70 LF OF CURB PAD. NOT TO SCALE 2. FBV TESTS REQ'D: MIN OF 1 PER EACH COURT (4 TOTAL) AT STABILIZED SUBGRADE AND FOR COQUINA SHELL BASE; AND 1 CONTRACTOR SHALL PROVIDE PROPOSAL WITH A "BASIC ACRYLIC PER 70 LF OF CURB PAD. SURFACE," AND AS AN "ADD ALTERNATE," THE ADDITIONAL COST TO 3. SEE SHEETS C-501 AND C-502 FOR ADDITIONAL DETAILS AND INSTALL THE "CUSHIONED ACRYLIC SURFACE." SPECIFICATIONS. ASPHALT COURT SECTION ACRYLIC COURT SURFACE SYSTEMS NOT TO SCALE NOT TO SCALE 1 / � NET POST LOCATIONS: 22'-0" INSIDE POST TO INSIDE POST Q 0 NET NET TIGHTENER NET POST _ TIGHTENER TENNIS NET m m COURT 18" dz,: PAVEMENT (TYP.) j NET POST SET IN .' MANUFACTURER'S = asoma SLEEVE II •', .y.e•9p = L� I IJ I ° III- �=tr�• .: � • -III-1 I I 11=1 I t ' •• __ CONCRETE FOOTING =I I I I= + om 3 0 BASE POUR w TO STABLE UNDISTURBED 501E .I -I : •' •` : I I- `° 00 _III- a.. =I I c o CONCRETE 0 2'-6"+ FOOTING TOP 0_0" ui DIA. � � � SEE NOTE # 1. NET POST SET SEE NOTE # 1. ; Q SECTION SECTION IN SLEEVE � O T_ r I 2'-O" DIA. 3 U W I CONC ] Q - OOTING E ! •: O O U O C3 p I j I CONCRETE00 FOOTING BASE ,1�-.. y •. ww2v) ra � ow xw� W - =U'HW p'}HN7 �p N I I NOTE#I: Ww N FOUNDATION a=�WoaZ�iro= DEPTH 4 WIDTH�=��~3 SHALL VARY WITH PSN N4WQ2-4- .-Zam-g P N THE SOIL TYPE ¢��-oft,a�5�"w�zm t. STRENGTH OF mZ3N� PYRAMID 5HAPE THE NET POST CYLINDER SHAPE wo��wwakc�W�a \a 33wD'N36:3a, / NET P05T FOOTINGS NOT TO SCALP • Z U� NOTE: N U) IN AREAS SUSCEPTIBLE TO 1 M d) 6" DIA. FROST HEAVING, INCREASE Q FOOTING DEPTH TO 24"+ v ❑ •cr PIN W O N COURT PAVEMENT 00 J p 00@ 00 U O s I CENTER STRAP ANCHOR Q W 00 Q CONCRETE FOOTING 0 m I '�Q �IT�~ 111i1� O ZZ�W 3") III�III �.II�I ~ o > -1b b r_I COMPACTED CRUSHED STONE N C:) I I -s a, 8 �, ��� -I I BASE COURSE p cv -I I° o o &-s(-j � Z o rn ' 1 _1 I I, ]III III i i�I I= 11 COMPACTED 5UBGRADE ' I I = W a 8" DIA. w Q -) ` SECTION J Z0 r 111 00 ❑ ~ CONCRETE FOOTING Z Q > r i1 (BELOW PAVEMENT) M U m LL W _ /0, Jww f CENTER STRAP ANCHOR W U ? 04 `C CD \'�°�:::• s'1 / ALIGN PIN WITH NET `/ •:.w s rn / V Zp' 1 NET LINE QomQ-- I�❑ PLAN to Z N PICKLEBALL NET CENTER STRAP ANCHOR U) v ~ NOT TO SCALE COURT DIMENSION LINE V) FENCE P05T FENCE FABRIC Q BOTTOM RAIL OR (- TENSION WIRE Li I 1/2 rWj 3/4" COURT PAVEMENT 0 OR SURFACE SYSTEM TOP OF FOOTING TYPICALLY �. BELOW COURT SYSTEM OR CONTIGUOUS TO N CONCRETE EDGING III -I � I ' �. .� •... COMPACTED CRUSHED z -III STONE BASE COURSE ku Ztu Lu III -III �. SET P05T IN SLEEVE (OPTIONAL) _I Q � >- CONCRETE P05T FOOTING Z i III- • I O" DIA. FOR 2 1/2" POST (TYP.) L i Q 12" DIA. FOR 3" P05T (TYP.) W "" 1 III-I�II�II�II; I�I��1� Y L- O U w „U > Z Q W NOTE # 1: I""- Q FOUNDATION DEPTH MAY VARY WITH �_ SOIL TYPE. P05T SIZE, WIND LOADS, O 1--Q w WOOD TYPE, SPACING, HEIGHT, m Of m OPENNESS 4 FABRIC SELECTION. CC Q W Z Q0-(n<t w ❑ TYPICAL FENCE POST DETAIL o a z NOT TO SCALE U r ENGINEER CERTIFICAT70N JOSEPH W. SCHULKE NOTES: FL. REG. N0. 47048 JODAH B. BITTLE . REG. NO. 57396 1. THE CONTRACTOR SHALL INCLUDE IN ITS BID FOR THE WORK, / ❑ WIL IAM P. STODDARD ALL EQUIPMENT AND ALL MATERIALS SO THE FINISHED FL. REC{�10. 57605 PRODUCT IS A FULLY FUNCTIONAL PICKLEBALL COURT. ALL ANCILLARY EQUIPMENT AND MATERIALS INCLUDING BUT NOT LIMITED TO NETTING, FENCING, NET POSTS AND AN 1C WINDSCREENS SHALL BE PROVIDED. EE T 2. THE BIDDER SHALL INCLUDE AS AN ADD ALTERNATE, A "CUSHIONED ACRYLIC SURFACE" IN LIEN OF THE STANDARDC - 441 "BASE ACRYLIC SURFACE" PROJECT NO. 18-182 J - N L �O(L gz of NUfA t Q� (W ACCESSIBLE25VEHICLE OVERHANG PARKING SIGN (AS INDICATED ON PLAN) 60° 4 6" WHITE WHITE _ w P LUQp YP.) (T ') w U O a0O V _ OC 2% MAX. SLOPE IN 12 12' COD ANY DIRECTION , `NOTE WITHIN ACCESSIBLE ONLY APPLIES IN PARKING SPACES SITUATIONS WITH 6" EQUALLY - ACCESSIBLE PATH SPACED CHEVRONS LOCATED AT EDGE OF PARKING SPACES `co ED ro 07 a 0 2- Q O U N 00 00 0 N TYPICAL ACCESSIBLE STRIPING SCALE: N.T.S 18" fN GENERAL NOTE: -THIS DETAIL IS FOR STRIPING DETAIL ONLY. PARKING SPACE CONFIGURATION SHOULD BE AS DEPICTED ON SITE PLAN 82.3" I 1 41.2" �I N -1-F JF, F - MORE LANE - L m Em3hl h\ m n 27.5 ��LANE 77.641F 0.63" SHOEBOX FIXTURE CUTOFF FIXTURE FEM ; ; f ©®25.9" PROVIDE HOUSE E SHIELD ivWHERE REQUI , RESERVED 2" it0.63" DIRECT BU IAL TY E 2 CONCRETE POLE BURIA E H SH L BE 7 FEET MINIMUM 37.7' 1 44.3" WIT O ETER AT GRADE NO 1- - I 22.1" L 1 8". ASSEMBLY SHALL BE RATED ®® t® T F 1 P ND LOAD, EXPOSURE C N CO�� �IIETD IMP T E FACTOR 0.77 . ° �0.63,1 ~ 48.8" 42.9" 21.5" Cq PAR U%.0 NPOT -+-I(--0.63" --►1.25 94" 30 8" AN E WITH COVER AND GASKET IE I I LL WITH NEW CLEAN DRY FILL AND iv ���III N KR I( G MPACT TO A MINIMUM OF 95% OF ® ---tt--0.63" M IMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR. BACKFILL TO A POINT 2" #8 AWG COPPER TO 2" ABOVE FINAL GRADE. 20" 1 18.8" GROUND LUG IN BOLE FINISHED GRADE COVER BRANCH CIRCUIT CONDUITS AS INDICATED PIPE SLEEVE ON THE ELECTRICAL PLANS (BY OTHERS) 0`1 04 V i EXOTHERMIC WE A x 10' C GROUND GROMMETED HOLE -TYPICAL ;S Lrx. RIGHT TURN ARROW y " AUGER HOLE A MINIMUM OF TO BE REVERSED :Y TWO DIAMETERS LARGER THAN 1 POLE DIAMETER ON-SITE PAVEMENT MARKING ` COMPACT EARTH BELOW EACH N.T.S POLE PRIOR TO INSTALLATION s', $ NOTE: SIGNS INSTALLED WITHIN SIDEWALKS SHALL BE SET DIRECTLY IN THE CONCRETE AND SHALL FTP -21-06 UTILIZE A 3" DIAMETER SIGN POST PER THE SPECIFICATIONS. C$ 250 FINE FTP -22-06 F.S. 318.18 J"ll"L 12" FINE PER LOCAL CODE 2 %s' DIA. CADMIUM PLATED STEEL BOLTS 3" DIA. GALVANIZED STEEL POST (STANDARD PIPE) W/HEX NUTS 2 Y" DIA. GALVANIZED STEELSLEEVE (DOUBLE EXTRA STRONG PIPE) NOTES: 1. THIS SIGN MAY ALSO BE WALL MOUNTED THESE SIGNS TYPICAL AT EACH ACCESSIBLE PARKING SPACE ACCESSIBLE PARKING SIGN N.T.S SIGN BASE WITHIN LANDSCAPED AREA PRE -FAB RESTROOM (BY OTHERS) 3" DIA. GALVANIZED STEEL POST (STANDARD PIPE) M- 6" PIPE BOLLARD PAINTED TRAFFIC YELLOW FILLED WITH CONCRETE 3,500 P.S.I. CONCRETE SIGN BASE N.T.S M v N SIGN BASE WITHIN PAVED AREA Cl) FILL SO THAT FINISHED GRADE HEIGHT 2'-0" TYPICAL - SUB BASE THICKNESS (PERIMETER SIDEWALK OR EARTH) PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB -BASE SHALL BE PROVIDED. SUB -BASE SHALL BE A L NATIVE SUBGRADE MINIMUM OF 6" THICK AND CONSIST OF 74" MINUS CRUSHED ROCK (ROAD BASE MATERIAL) COMPACTED TO 95% OF (1500 PSF BEARING CAPACITY MIN) OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557. FINISHED SURFACE OF SUB -BASE SHALL BE FLAT AND LEVEL, WITH A MAXIMUM DEVIATION OF !IN, +0" FROM A TRUE HORIZONTAL PLANE. REFER TO BUILDING HANDLING SHEET FOR SUB -BASE REQUIREMENTS DURING BUILDING PLACEMENT. (PREPARED SUB -BASE NOT BY CXT). RESTROOM SUB -BASE DETAIL N.T.S GENERAL DESCRIPTION DIRECT BURIAL TYPE 2 CONCRETE POLE WITH HANDHOLE COVER. ELECTRICAL INTERNAL MOUNTING STUD SHALL BE PROVIDED FOR GROUND CONNECTION PROVIDE #8AWG FROM HANDHOLE TO LUMINAIRE. LIGHT POLE DETAIL SCALE: N.T.S. TO BE PAINTED 6' TRAFFIC YELLOW (ALL SIDES) .1 T 1' .33' Q �----- � 1 3,000 P.S-f. CONCRETE 18" GALVANIZED PINS .75' CONCRETE WHEEL STOP N.T.S. L/THO/V/A L/GHT//VG© Catalog Number FEATURES & SPECIFICATIONS Notes ITYne SL INTENDED USE - Ideal for parking areae street lighting, walkways and car lots. LL CONSTRUCTION - Rugged, die-cast soft comer aluminum housing with 0.17 nominal wait l • 1 j • 1 a 1 thickness. Die-cast door frame has impect-resistant temperedglass lens that is fully gasketed with ore -piece tubular gone Square Lighting FINISH - Standard finish is dark bronze (DDB) polyester powderfinish, with other architec- 4 g g turalcolors available OPTICAL PTI D OPTICALSYSTEM - Anodized, aluminum hydrofortned reflectors: RES full cutoff disiribudans R2 (asymmetric), R3 (asymmetric), R4 (forward throw) and RSS (square) are interchangeable. High-performance anodized, segmented aluminum reflectors IES full cutoff distributions SR2 (asymmetric), SR3 (asymmetric) and SR4SC (forward throw, sharp cutDM. Segmented refleo. tors attach with tool -less fasteners and are rotatable and Interchangeable. ELECTRICAL SYSTEM - Ballast: High pressure sodium: 70-1SOW is high reactance, high powerfactor. Constant wattage autotransfmmer for200.400W. Metal halide: 70-150W is high reactance, high power factor and is standard with pulse -start ignitor technology. 'SCWA! MH: 70W-40OW not required. Constant wattage autotransfoimer for 175.400W. Super CWA (pulse start Sp ' ica ns HPS: 70W-40OW ballast), 88% efficient and EISA legislation compliant, is required for metal halide 151 OOW z 20' to 35' Mounting (SCWA option) for US shipments only. CSA, NOM or (NTL required for probe start shi E g outside of the US. Pulse -start ballast (SCWA) required for 200W, 320A or 350W. Bal t is ght: .9 lbs 8 10D% factory -tested. 7 1/8' Socket: Porcelain, horizontally oriented medium base socket for 70-1W. Mogul Len gt . 17-f/2 .5 socket for 175M and above, and 70.400S, with copper alloy, nickel -plat w shell a W the 17-1/2' (44. ) (18.1 cm) center contact UL Rated 1500W, 60W. epth: 7- (18.1 c LISTING- UL Listed (standard). CSA Certified (see Options). U ed for 'Ca t an wet locations. IP65 rated in accordance with standard IEC 529. as d in 1-4 -1/2 Specifications subject to change without notice. m W. C 4.5 cm) ORDERING INFORMAT For s es times, lgure pr uc sing s dard options (shown in bold). a D 400M R3 TB SCWA SPD04 LPI KAD antes I Wattage gtti Ballast Options Lamp1B KAD Meta( h 0 Le 1a (blank) net Shiooed installed in fixture LPI Lamp ha de s di a 087 SPD- re 04 4" arm b SF Single fuse 120, 277, 347V13 Inc ILIded ROM 13 7 05 6'arm ns t DF Double use 208, 240, 480 ULP Less 100M1 S �/ RP u 09 9" a attag a PD Power tray14 lamp 150M S 7 WBD all t2 17 ted PER NEMAtwist-lock I Finisher 175M20 1 7 tort n receptacle only (no 200M3 250S 6 racket *';� � photocontrol) (blank) Dark 2t 400S WWD_ Wood A Super QRS Quartz restrike system" bronze 256M3 mi 230 9 wwal CWA QRSTD QRS time delay15 DWH White 320M metal pulse WTB Terminal wiring block14 DEL Black 354M3Z0 ha DAD1 gree ar start HS House -side shield DMB Medium 400kZ 7 H ( t1 ballast CSA CSA Certified bronze 0 D Degr77 arm NOTE:Forshipments INTL Available for MH probe start DNA Natural wall) to U.S,territwies, shipping outside the U.S. aluminum 15 WBA corative wall SCWAmustbe REGC1 California Title 20 effective bracket".12 specified tocomply 1/1/2010 tri KMA Mast arm withElSA.16 external fitter Shiooed seoaratellr (c the dors KTMB Twin mounting PEt NEMA twist -lock PE (120, tE5208, 240V) asymmetries bar PE3 NEMA twist -lock PE (347V) P e III asyzn metrics PE4 NEMA twist -lock PE 480V R4 tyke IV forward wattages ( ) throw 10 9" arm is required when two or more PE7 NEMA twist -lock PE (277V) _ RSS IES type V square luminaires are oriented on a 90` SC Shortening cap for PER Se�rt)entp.�i reFlectors6 drilling pattern. option SR I $ 11 Ships separately. NIGHiTIME- 2 E type It asymmetrics 12 Available with SPD04 and SPDo9. VG Vandal guard FRIENDLY SR3 IES type III asymmetrics 13 Must specify voltage. N/A with TB. WG Wire guard cowsi FRIENDLY zits SR4SC IES type IV forward throw 14 Only available with SR2, SR3, & SR4SC a creed sl3 LP0, OptiCS. for light poflution reduction 15 Max allowable wattage lamp NOTES: included. ACOessoneS 1 Not available with SCWA. 16 May be ordered as an accessory. 2 Not available with 480V. 17 See www.lithonia.com/archolors for Order as separate catalog number. 3 Must be ordered with SCWA. additional calor options. Tenon Mounting Slipfitter Number of futures 4 Reduced jacket ED28 required for 18 Must be specified. SR2. SR3 and SR4SC optics -19 Must ase RP009 Tenon O.D. One Twoen,180° Two(a,90° Three(,120° Threefd,90' Four(a)90° 5 House -side shield available. 20 These wattages do not comply with 2-3/8" T20-190 T20-280 T20-29019 T20 -11A19 T20-39079 T20-49019 6 Segmented reflectors not available California Title 20 regulations. with QRSTD21 These wattages require the REGCt 2_7%8• 725-190 T25-280 T25-29019 T25-320 T25-39019 T25-49019 . 7 Must specify CWI for use in Canada. option to be chosen for shipments 4- T35-190 T35-280 T35-29019 T35-320 T35-39019 73549019 8 Optional multi -tap ballast (120, 206, into California for Title 20 compli- KADWG Vandal guard 240, 277V; in Canada: 120, 277, 347V). ance, 250M REGCt In not available in 8 Consult factory for available 347 or 48OV. KADWG Wire guard Outdoor Sheet #: KAD-M-S AL -370 12" BICYCLE PARK I NG W/ 1C1 O LITTERS ONLY PLEA SECURE YOUR BICYCLE PROPERLY BICYCLE PARKING SIGN N.T.S NOTE: THESE DETAIL AND SPECIFICATIONS FOR INFORMATION ONLY. COPIED FROM THE OWNER'S PLANS FOR BUILDING CONSTRUCTION. SBS ASSUMES NO LIABILITY FOR THESE DESIGN AND SPECIFICATIONS, AND THE SIGNATURE AND SEAL ON THIS SHEET DOES NOT INCLUDE DESIGN OR ENGINEERING OF THESE DETAILS. M STOP NOTE: I THIS FACTORY ASSEMBLED BUILDING AS CONSTRUCTED PROVIDES A RIGID BOX TYPE STRUCTURAL SYSTEM. VERTICAL LOADS ARE TRANSFERRED PRIMARILY THROUGH BEARING WALLS TO A PREPARED GRANULAR SUB -BASE WHICH DISSIPATES I ((� POST VERTICAL LOADS UNIFORMLY TO THE NATIVE SUBGRADE AND ALSO ACTS ASA FROST BARRIER. DUE TO THE INHERENT �f STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF FREEZING ACTION BELOW THE BUILDING. I I LATERAL LOADS ARE TRANSFERRED TO THE GROUND THROUGH FRICTIONAL RESISTANCE WITHOUT SLIDING OR SHIFTING BETWEEN THE BUILDING FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB -BASE ON WHICH THE BUILDING RESTS. SEISMIC ANALYSES ARE BASED ON LOADS DETERMINED IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE (IBC) USING PARAMETERS WHICH MEET OR EXCEED THE CODE PRESCRIBED��`£ REQUIREMENTS FOR THIS INSTALLATION. I I THIS BUILDING, AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANULAR SUB -BASE WILL BE SAFE AND STRUCTURALLY SOUND FOR VERTICAL AND LATERAL LOADS AS DISCUSSED ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING PERIMETER, TYPICAL FOR OTHER TYPES OF BUILDING CONSTRUCTION, IS NOT REQUIRED FOR THIS BUILDING. CONCRETE WHEEL - STOP EXCEPT WHERE ADJACENT TO CURB OR SIDEWALK 10' E0 0 N WHITE STRIPE (TYP•) TYPICAL PARKING STALL N.T.S. NOTE: A) ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE, RETRO -REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, 1996, SECTION 710. NOTE: IN ACCORDANCE WITH SECTION 2D.38 OF THE M.U.T.C.D., WHEN A STREET INTERSECTS WITH A MULTILANE ROADWAY OR THE ADJACENT STREET POSTED SPEED LIMIT IS GREATER THAN OR EQUAL TO 40 MPH, STREET NAME SIGNS ARE REQUIRED TO HAVE A 12" HIGH BLANK WITH 8" HIGH CAPITAL LETTERS OR 6" HIGH LOWER CASE LETTERS. WHEN THE SPEED LIMIT IS LESS THAN 40 MPH, STREET NAME SIGNS ARE REQUIRED TO HAVE AN 8" HIGH BLANK WITH 6" HIGH CAPITAL LETTERS OR 4.5" HIGH LOWER CASE LETTERS. POST: 2"X2" 12 GAUGE GALVANIZED SQUARE TUBING SIGN POST WITH OPEN HOLES & GALVANIZED FINISH PER A.S.T.M. -A-123. WITHOUT ANCHOR PLATES. ANCHOR BASES SHALL BE 2.25"X2.25" 12 GAUGE GALVANIZED SQUARE TUBING WITH OPEN HOLE. LOCATION: AS INDICATED ON THE PLANS. TYPICAL TRAFFIC SIGN DETAIL 0 it 00 � O W (V H \ O vi vi z (._° Q � � o 0 C) a o d� w w o x r2k-�aV�m~N(=j tutu � 3�w �wo�ra��=ow rn~n'¢ZX Qd~3 z���ool�o=mfg Ql--tth ri=-W K�UKJZ2 o_ wo==wwd��w�o_ \�IL33wD�'3w�ao r ■ U� N 0 ch J < c J C) '- .. Q - 0) LQ 0 � Lt. 00 oil - Do V C Z 0 Q' - Q WOWQ • O Ixl Z o� Z W ZO> N ,O a) �oW0 W 1-- ■J C� Li (q N I- O oo~ LLJ W �<m m t,_ Wow W QED W "?N Y J j Qo CN U) r%U� �/ /W V r� J J � M (j LLI Z J W J =) Y LL. O U W -U Z � Q � C, W Of O�-QIf IL W m Q CL V) Q �Q Z O - ENGINEER CERTIFICATION OSEPH W. SCHULKE FL. REG. N0. 47048 J AH B. BITTLE /FL REG. N0. 57396 ❑ WILL M P. STODDARD FL G. 57605 J TE HEFT \ C 402 PROJEC T NO. 18-182 I 0 0 it 00 � O W (V H \ O vi vi z (._° Q � � o 0 C) a o d� w w o x r2k-�aV�m~N(=j tutu � 3�w �wo�ra��=ow rn~n'¢ZX Qd~3 z���ool�o=mfg Ql--tth ri=-W K�UKJZ2 o_ wo==wwd��w�o_ \�IL33wD�'3w�ao r ■ U� N 0 ch J < c J C) '- .. Q - 0) LQ 0 � Lt. 00 oil - Do V C Z 0 Q' - Q WOWQ • O Ixl Z o� Z W ZO> N ,O a) �oW0 W 1-- ■J C� Li (q N I- O oo~ LLJ W �<m m t,_ Wow W QED W "?N Y J j Qo CN U) r%U� �/ /W V r� J J � M (j LLI Z J W J =) Y LL. O U W -U Z � Q � C, W Of O�-QIf IL W m Q CL V) Q �Q Z O - ENGINEER CERTIFICATION OSEPH W. SCHULKE FL. REG. N0. 47048 J AH B. BITTLE /FL REG. N0. 57396 ❑ WILL M P. STODDARD FL G. 57605 J TE HEFT \ C 402 PROJEC T NO. 18-182 GRAPHIC SCALE QS SANITARY SEWER MANHOLE — PROPOSED SANITARY SEWER 20 0 10 20 40 PROPOSED WATER MAIN 3 <rNs 80 l\ R c WWcn 111 4 Ilk 4 pli )(� EXISTING GRADE ( IN FEET) PROPOSED GRADE W x , V 1 inch = 20 ft. pd EXISTING VALVE G / ® EXISTING STORMWATER DRAINAGE CL N (5),max STRUCTURE � STRUCTURE TAG �7-LUO ~ (SEE THIS SHEET FOR TABLES) a Q cm PROPOSED MITERED END SECTION —FM PROPOSED FORCE MAIN W o j M ZUmL.L W L� WFC W Y �U�N 04 �cr) BEN ARK /9 'x ;CYT :18" IRC U E .=21.24' NAVD 1988 N 7264924 81 ♦ tom.' / E 8214&2 72 CATCH BASIN 'rte. GRATE=17.96 N. INV. -13.74 \9 ,g h� AR \ \ 12'x12' ATE oN C I ' \ \ \ ♦ ADS " 20.27cs 5 DIRECTIONAL BORE 3" SLEEVE - INSTALL 17' P.E. WATER SERVICE 1TAPPING SADDLE W/ CORPORATION STOP LIST A: -11, TO 1i" REDUCER -14" STAINLESS STEEL LATERAL KIT (E -ONE) 1a' VALVE -14" CHECK VALVE L—^' it NA 000�b- \ \ \ ♦ M CATCH BASIN GRATE=2096 \ coo / ♦ ® / REMOVE SIDEWALK \ \' CONSTRUCT 113 CU. FT. O��'� ` \ ACCESS RAMPS TO NEW DRIVEWAY CROSS WALK D C-501 1? fs I `4m \ \ "+ ` GENERAL NOTES: 1. PRIOR TO CONSTRUCTION COMMENCEMENT THE CONTRACTOR IS TO NOTIFY THE CITY OF SEBASTIAN ENGINEERING INSPECTOR SUPERVISOR. 2. GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION AND THE SUPPLEMENTS THERETO. 3. CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED GRADE AS REQUIRED. ADJUSTMENTS TO BE INCLUDED IN CONTRACTORS BID. 4. ALL DISTURBED AREAS SHALL BE GRASSED AT PROJECT COMPLETION(SEEDED OR SODDED). 5. THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A CONDITION EQUAL TO OR BETTER THAN THAT NOW EXISTING. 6. ITEMS IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND GUTTERS, SIDEWALKS, DRAINAGE STRUCTURES, PAVEMENT AND BASE AND EXCESS EXCAVATIONS ARE TO BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER MANNER AWAY FROM THE JOB SITE AT THE CONTRACTORS EXPENSE UNLESS THE ITEMS ARE TO BE REUSED ON THE PROJECT. 7. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AND THE PUBLIC WORKS DEPARTMENT AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 8. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTATIVES CAN BE PRESENT. 9. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR CANAL OR RIVER BANKS. 10. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 12. THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. 13. KNOWN UTILITIES: AT&T (772) 460-4443 COMCAST CABLE (772) 567-3444 FPL (772) 489-6204 IRCDUS (772) 226-1845 14. NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS PROPOSED BASE MATERIAL. 15. EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURING CONSTRUCTION AS PER FDOT STANDARD INDEX # 102, AND SPECIFICATIONS AND DETAILS WITHIN THESE PLANS. NOTES: 1. CONTRACTOR SHALL OBTAIN AN FDEP NO[ PERMIT, IMPLEMENT AND MAINTAIN A S.W.P.P.P. AND PROVIDE REQUISITE INSPECTIONS AND KEEP RECORDS. 2. SOD ALL BANKS 6:1 OR STEEPER. CONTRACTOR MAY SEED/MULCH BALANCE OF SITE IF FULL STAND GRASS CA BE ESTABLISHED PRIOR TO C.O. OTHERWISE SOD ALL REMAINING AREAS INTENDED TO BE GRASSED. 3. ALL DRAINAGE PIPES SHALL BE HIGH-DENSITY POLYETHYLENE ( ADS N-12 HDPE) OR EQUIVALENT. 4. ALL UTILITIES UP TO THE R.O.W. LINE SHALL BE CONSTRUCTED IN ACCORDANCE WITH IRCDUS WATER AND WASTEWATER UTILITY STANDARDS. 5. CONTRACTOR SHALL COORDINATE ALL PIPE, CONDUIT AND ELECTRIC CIRCUIT INSTALLATIONS WITH THE PRE -CAST BUILDING PLANS TO ENSURE APPROPRIATE PLACEMENT FOR ENTRY INTO BUILDING, INCLUDING BUT NOT LIMITED TO: A. PLUMBING: - 4" SANITARY SEWER - 12' WATER SERVICE - 4" HOSE BIB W/BACKFLOW PREVENTOR ON NORTHWEST WALL. (FOR LIFT STATION SERVICE AND OTHER USES) B. ELECTRIC: - CIRCUIT FOR LIFT STATION CONTROL PANEL - CIRCUIT FOR IRRIGATION PUMP - CIRCUIT FOR PICKLEBALL COURT LIGHTING/ PAY FOR PLAY LIGHTING CONTROLS - PARKING AREA LIGHTING - FUTURE CIRCUIT TO CANPOY AREA C. SECURITY: - CAMERA SYSTEM (COORDINATE WITH CITY OF SEBASTIAN) SYMBOL LEGEND QS SANITARY SEWER MANHOLE — PROPOSED SANITARY SEWER —w PROPOSED WATER MAIN 3 <rNs PROPOSED STORM DRAINAGE PIPE l\ R c WWcn DIRECTION OF FLOW )(� EXISTING GRADE PROPOSED GRADE W PROPOSED FIRE HYDRANT V EXISTING FIRE HYDRANT ASSEMBLY pd EXISTING VALVE G STORMWATER DRAINAGE MANHOLE ® EXISTING STORMWATER DRAINAGE CL N (5),max STRUCTURE � STRUCTURE TAG �7-LUO ~ (SEE THIS SHEET FOR TABLES) a PROPOSED INLET cm PROPOSED MITERED END SECTION —FM PROPOSED FORCE MAIN STORMWATER SYSTEM - TAILWATER DATA * PERMIT NO. 6177-22 NODE N-AA3-DEV MEAN ANNUAL 21.23 25 YEAR 21.59 100 YEAR 21.82 0 0 W N c \ o � vi cri z Q 2 2 W 0 0 o T o U w� o = w�rWaw xwr �wWo�pm3�U �wo'g�a��pxNW a~a�Zw��aa~3 zo}F�000wo�mra� Qi-��WK�Ud'JZ2 f W J O pw==j�wwZ3�� Wo==WWd�(�W �d 433 w3wDaS� U Z SU 0) M N Q C J�Q w l\ R c WWcn LL cin Z o Q c W0mQ O �- 2 Z00w Z O CL N (5),max W � W �7-LUO ~ t` _I _ C�5 tL u) N Z O r, F' W o j M ZUmL.L W L� WFC W Y �U�N 04 �cr) J j Qo T Z N U SWR 0 Z Z J r) n Q Of W 0 J Z CL J J � M W ~ Z JLaJ=) Y ILL. O U w „U EL- > Z EE Q Of F_OF-W >_ O^ F_ Q � CL cy- M Q CL V/ Q NO Q z U 'E (NEER CERTIFICATION JOSEPH W. SCHULKE FL. REG. NO. 47048 JODAH B. BITTLE L. REG. NO. 57396 ❑ Ll AM P. STODDARD F REG. 57605 3HE T �.0 500 PROJECT NO. 18-182 J ad Y a tf O a Ln O U N Do c \Co 0 N SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION `STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTIOM, LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' AS THE'STANDARD SPECIFICATIONS' FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE 'FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS-, LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE INA WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WOR K THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CLARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 FT.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. SOD: 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 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 REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, 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 UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK STUMPS, ROOTS, BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO ASUITABLE ENDURING ROAD BED. EXISTING EARTH SURFACES SHALL BE COMPACTED/PROOF ROLLED PRIOR TO PLACEMENT OF ANY EMBANKMENT MATERIAL. MATERIAL: UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE "TYPE 2 MATERIAL'. COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (AA.S.H.T.O. T-180). . -MIN. 100% MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE. EMBANKMENT AND BACKFILL MATERIAL: TYPE 1: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33 -71A, GRADATION 67) - 314'TO NO.4 SIEVE. TYPE 2: SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GRATER THAN IY2INCHES IN DIAMETER. TYPE 3: SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO. 200 SIEVE. STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BARING VALUE OR L.B.R. AS PER PLAN FOR THE DEPTH AND I L LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL. BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BYAASHTO T-180 AND TO AN L.B.R. VALUE WHEN SPECIFIED ON PLANS. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) TYPE SP 9.5 & TYPE SP 12.5 A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330, AND 334 OF THE STANDARD SPECIFICATIONS. CEMENT CONCRETE PAVEMENT: CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE 11, CLASS 1) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346 AND 350. PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS. CURB 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 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 VATH F.D.O.T. INDEX NO. 304. TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORYTO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: A EMBANKMENT: DENSITY TESTS SHALL BETAKEN ATA MAXIMUM OF 5,000 SF. INTERVALS FOR EACH 12' LIFTS CONSTRUCTED, AND AT ALL EXISTING PROOFROLLED EARTH SURFACES. B. SUBGRADE: 0) F.B.V / L.B.R. (PER PLAN) TEST SHALL BETAKEN AT INTERVALS OF NOT MORE THAN SWO SF/ 10,000 SF OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 /I PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. C. BASE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BETAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR CLOSER (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFILL: DENSITY TESTS SHALL BE TAKEN ATA MAXIMUM OF 50 FT. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN., AND AT PIPE DEPTHS GRATER THAN 5 FT, AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL E. STRUCTURES: A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE, AND WITHIN THE BACKFILL FOR EACH 12• LIFT, ADJACENT TO EACH STRUCTURE INSTALLED. F. BUILDING PAD: AS SPECIFIED IN ARCHITECTURAL PLANS. G. CURB PADS - DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLAN -UP THE CONTRACTOR MUST PROVIDE CLAN -UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NAT, CLEAN, GRADED CONDITION. DRAINAGE STRUCTURE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT 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 = 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 ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST INLETS/MANHOLES ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS', LATEST EDITION. TYPE 11 PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 4000 PSI. CULVERT PIPES INSTALL PIPE CULVERTS AND STORM SEWERS IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS AT THE LOCATIONS DEPICTED IN THE PLANS. FURNISH AND INSTALL SANDTIGHT (WATERTIGHT TO 2 PSI) PIPE JOINTS AND PIPEISTRUCTURE JOINTS. ALL JOINTS SHALL BE GASKETED. REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. ADS (CORRUGATED POLYETHYLENE) SHALL BE IN ACCORDANCE WITH SECTION 948-2.3 OF THE STANDARD SPECIFICATIONS. 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 PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TOA MINIMUM OF 98% OF MAXIMUM DRY DENSITY. TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFILL, UNLESS OTHERWISE SPECIFIED IN THE PLANS OR BYTHE ENGINEER. FURNISH AND INSTALL FILTER FABRIC ACKETAROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH DESIGN NUMBERS 01 & 80. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE DESIGN STANDARDS, INDEX 199. THE FABRIC STANDARDS INDEX 2 2 U T SHALLEXTEND A MINUMUM OF 12 INCHES 300 MM BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND IF ACOUPLING BAND IS USED. THE FABRIC ( ) SHALL HAVE A MINUMUM WIDTH OF 24 INCHES (6DO MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES (600 MM). SECURE THE FILTER FABRIC JACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BYOTHER METHODS APPROVED THE THE ENGINEER. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION AND VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BANKS, LOT/BLDG., PADS, SWALES, BERMS, CURBS, PAVEMENT, SIDEWALKS- DEPICTING HORIZONTAL LOCATION AND ELEVATIONS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. 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 SIGN ED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING TIES TO STATE PLANE COORDINATES. - INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE: A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. - B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK. E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. G. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. H. UPON COMPLETION OF CONSTRUCTION. ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING: - PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRADE PREPARATION. SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION. BASE TESTING PRIOR TO APPLICATION OF SURFACE COURSE. WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. TRAFFJC(eq�(EMEG PACEVARKING NOTES - MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYS/STREETS WITH THE EXCEPTION TO THE HANDICAPPED 1 PARKINGSPACESSHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2015, SECTION NO. 710. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 173246. 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. 4. STOP BARS SHALL BE 24" WIDE. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE M WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND ALL MARKINGS AT INTERSECTIONS OF PRIVATE ROADS/DRIVEWAYS WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711. 7. SPECIAL MARKINGS (CROSSWALK, STOP BARS ROADWAY CONTINUOUS STRIPING THRU ARROWS PAVEMENT MARKINGS FOR TRAFFIC MINIMUM DIMENSION RAMP LOCATION A B AT OUTSWING DOOR 44" 60" AT INSWING/SLIDING DOOR 44" 48" NO DOORWAY 36" 36" NOTES: 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE. 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. 3. CHANGE IN ELEVATION WITHIN THE ACCESSIBLE ROUTE IS NOT TO EXCEED Y2" WITHOUT CURB RAMP. 4. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR ROUTE SHALL BE 36" WIDE WITH A 60"x60" PASSING SPACE EVERY 200 FEET. 5. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. 6. THE ACCESSIBLE ROUTE IN FRONT OF PULL -IN PARKING SHALL BE A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS. 7. ANY WALK THAT CROSSES OR ADJOINS A VEHICULAR WAY NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS SHALL BE DEFINED BY A CONTINUOUS 36" WIDE DETECTABLE WARNING. 8. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.0 11-4.8. 9. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304. 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP 11. DETECTABLE WARNINGS SHALL CONSIST OF TRUNCATED DOMES PER LOCAL BUILDING CODE REQUIREMENTS AND FDOT REGULATIONS. BUILDING WALL OR 6"x6" CURB DETECTABLE WARNING (SEE NOTE 10) / Q� �3 � ��+ no � ti� �� �' 4F �5 /�•:.. /, E : • :. DETECTABLE WARNING `�'p�,::: ; • 11, �� (SEE NOTES 10 & 11) 1?A_ � 'I SZe­ .sP0�. ti ACCESSIBLE RAMPS N.T.S i. �"'i'! .:_,:P.T. �:: .;,r "'A :-gyp•, TYPE'A' JOINT s.:" •. ,* .g. t.: a * : f t TYPE'B' JOINT k f; P.C. TYPE'B' JOINT X" Y8" y■ R. 1/4" :\ )Li 1 Yz " \_ R. 1/4" � F= r1E , 1 _ Jx. _.P.-_' TYPE W TYPE'B' TYPE'C' Y2" PRE -MOLDED EXPANSION SIDEWALK JOINTS JOINT MATERIAL 5 I 4 II � R( PQ' S1=[�;-; EXISTII ING ' `•. bE'wkLKz "' SIDEWALK ..rd... a-.ra „at•...ti'>F. „ •• j_ •• ;,'f. "'.-, r• ° TYPE W JOINT PLAN WIDTH VARIES (SEE PLAN) BROOM FINISH CONCRETE SURFACE SLOPE 1%MIN. (2% MAX.) TO ROAD w b i . ffi :,< ° .. f • :s • s ra y8u °< °-ea" ,. s # • y ; + a •� r F- ,�.� 'z�°.°r'S-"-;+`.+'s�// +,'•"`"ry... T.<'7rR-rE ;?dx",''s4''iz',# ef�("�- , � *�-:`'�'"� ., a`{;.; atiR'fr,2i ''^.��°R*''+"�e .'a'� A.`�y.'F{%-.x�"fei� J°'•1,b.-;t�.r..s'�e`''�- �. STABILIZED SUB -GRADE COMPACTED TO NOT LESS THAN 98% AASHTO T-180 STANDARD CROSS SECTION SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX NO. 17346. UNIFORM CROSS SLOPE TO MATCH SIGNS: I EXISTING AND UNIFORM GRADE PARALLEL REMOVE EXIST. 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. TO ROADWAY TO MATCH PAVEMENT 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX NO. 11660. ELEVATIONS AT LIMITS OF WORK _ WIND LOAD SHALL BE 150 M.P.H.(INDIAN RIVER OOUNTY). V _ 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX NO. 17302. 6" ADDITIONAL Sff E11CIFICATIONS FOR WORK WITHIN A PUBLIC R.O.W.: MIN. 1. ALL M�TEfiIALS AND CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). SAWCUT TO A STRAIGHT STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO. AND TRUE EDGE 2. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FDOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR A DEPARTMENT OF TRANSPORTATION FHWA . THE CONTRACTOR SHALL PROVIDE NECESSARY M.O.T. AS SPECIFIED IN THE PLANS \ / . " STREETS AND HIGHWAYS (U.S DE )-W"�'" l 1 �� 1,� AND PERMITS. AND DIRECTED IN THE ELD BY THE NEER OR LIC 3. AT THE END OF EACH WORK PERIOD, ANY IDROP-OFF NET THE AREA ADJACENT O THE TRAVEL WAY OF THE ISTATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH �, ✓° 1'rr_r� "°r s!,✓' = y' STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 111X` °O.+,r°s''.'`, - 1 1^� 4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED ASA HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE / / �✓p.'f''•''f�Pj'/ . d PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS f�/r'�x f,A�,/, tip. "i.'#. F EVENTUALITIES SUCH AS HURRICANES. p'''q 5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, BEFORE �,:' `"{'h."�,""+,'*,', "'� F111, ,y',,"�F,:•° ANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. orf 'a �, f 6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. f, 'e y �,'\ "^� ; ` RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY .' + ,+'' "a i'a*'.�'`,r s e -L`• ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 4 t, ''x,�` ,r. t .9' 2' 2.35' - PCC JOINT (SEE DETAIL BLOW-UP) TABLE OF SIDEWALK JOINTS a,• a 4G',e,,,;AQ.•+•}'..r' ;++.,.fie. :a4-4t_P.Fo :"i*, ."`�.,:r«' 1 '�' LOCATION (. - 'i .°r •tP' e'' t 4 `' PAVEMENT r R' a . 1'4 .+�. 's . "'::.r.; • a;.. ■ ....:.' �• ,:. : :, . „... r: ; �::2 ,:g ' ., .. THICKNESS 11 . p -, •, - f ' ;-. ;` • :a,..;: ..x: ":1;:s; ." �F_ • 47 i _ ."• ,, ! • ': y,i." I .' . ♦ ;t.; _j,, V °.,+. 4,�.F' .F •• i� w 0 (SEE PLAN) ,-'f ,. .: 1...•y, f .p 1 r r ;.'. .,.,:+' ,N s " •k, •• - tl•� w,?.i`.. i0 M „ 1. :s , "..ss�~^... I -`f': fy. . a9§. a• b; . , _4 N .c a < - - NOTE: SEE PLAN FOR JOINT SPACING. PAVEMENT BUTT JOINT CONTRACTION JOINT TABLE OF SIDEWALK JOINTS TYPE II LOCATION ( N 'A' OF CURVES, JUNCTION OF _ a THICK COQUINA BASE COMPACTED TO 100% i 'B' 6-0" CENTER TO CENTER �. TRUNCATED DOME `J i0 M Cl CONCRETE CURBS, DRIVEWAYS 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENED N BY 4:00 PM. - - 12. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 31/2' MAXIMUM., INCLUDING FRICTION COURSE. PAVEMENT BUTT JOINT � O AFTER FABRICATION. INSTALLATION METHODS: DETECTABLE O O O WARNING RACK SHALL BE MODEL # OF RACK DOME PATTERN NUMBER BICYCLES LENGTH DIVISION OF: SHOULD BE ALIGNED _`' WITH THE DIRECTION NEW YORK, NY 10175 USA OF TRAVEL BASE -TO -BASE SPACING SHALLB E 0.65" MINIMUM DETWEEN DOMES. TABLE OF SIDEWALK JOINTS TYPE II LOCATION MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 56M 1-465-7396 OR 1-8W-300-8236. 100' MAX. SPACING, P.C./P.T. 'A' OF CURVES, JUNCTION OF _ a THICK COQUINA BASE COMPACTED TO 100% EXISTING AND NEW SIDEWALKS. 'B' 6-0" CENTER TO CENTER STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. IN ACCORDANCE WITH STANDARD WHERE SIDEWALK ABUTS Cl CONCRETE CURBS, DRIVEWAYS 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENED AND SIMILAR STRUCTURES. TABLE OF SIDEWALK THICKNESS LOCATION 11 'T' PEDESTRIAN ONLY AREAS 11 4" DRIVEWAYS AND OTHER TRAFFIC AREAS 6" NOTE: 1. ALL SIDEWALK STREET CROSSINGS MUST MEET THE REQUIREMENTS OF THE AMERICAN DISABILITIES ACT (ADA) COMPLIANCE GUIDE. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 2. SIDEWALK CONCRETE CONTAIN FIBERGLASS REINFORCEMENT. CONCRETE SIDEWALK DETAILS N.T.S //MATCH EXISTING PAVEMENT THICKNESS. CONSTRUCT D.O.T. TYPE SP 9.5 ASPHALTIC CONCRETE SURFACE; PRIME COAT ALL SURFACES AND EDGES PRIOR TO SURFACING /11 _ 1-1/2YPE SP 12.5 (T.L. 'C') �,) - "T8" COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) 12" STABILIZED SUBGRADE (FBV 50) -(98% COMPACTION AASHTO T-180) MIXED TO A HOMOGENEOUS MATERIAL _FILL COMPACTED TO 98% MAX. DENSITY 7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL REMOVE EXISTING BACKFILL MATERIAL '�1`,,, �`a' MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 56M 1-465-7396 OR 1-8W-300-8236. AND GRADE UNIFORMLY TO RECEIVE I2"MIN. r 12"t•,,,•'` +,M 8. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL. _ a THICK COQUINA BASE COMPACTED TO 100% - 10. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH OF MAXIMUM DRY DENSITY AASHTO T-180 STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. IN ACCORDANCE WITH STANDARD TO INSTALLING PAVEMENT INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. SEALANT. 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENED EXIST PAVEMENT NEW PAVEMENT BY 4:00 PM. - - 12. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 31/2' MAXIMUM., INCLUDING FRICTION COURSE. PAVEMENT BUTT JOINT N.T.S. PCC JOINT (SEE DETAIL BLOW-UP) (FIRST PLACEMENT) ft .,y- � A.. , I- a . , 't 11 4°+n a °,, 'L ;� t,Y j(j EQ �. PAVEMENT 1+ tp Y d. 4 .# :. w. THICKNESS i 'A (SEE PLAN) :,,• .P% .,. %�: ' _"' "' ; ' EQ ;6' ., +. W';: *: -, , :_ . w • '.: t + 11 . ��... �. , - 4" DIAMETER DOWEL FOR 6" THICK " PAVEMENTS AND Y2 DIAMETER DOWEL `APPLY CURING COMPOUND 1/4" WIDE BY 1" DEEP TO SLAB FACE AT A SAW CUT. FILL WITH4 . PAVEMENT SEALANT, Q MAKE SAW CUT p IMMEDIATELY PRIOR 48 HOURS PRIOR TO PLACING TO INSTALLING PAVEMENT ANCHOR MOUNT i0 SEALANT. (SECOND PLACEMENT) CONCRETE AS PAVEMENTS AND Y2 DIAMETER DOWEL `APPLY CURING COMPOUND FOR 4" OR 5" THICK PAVEMENTS. TO SLAB FACE AT A DOWELS TO BE 10" LONG CENTERED COVERAGE RATE OF 300 SF WITH JOINT SPACED AT 18" ON CENTER. MAX PER GALLON TO ACT AS DOWEL TO BE INSTALLED IN FORM WITH A BOND BREAKER AT LEAST AN APPROVED ALIGNMENT DEVICE. 48 HOURS PRIOR TO PLACING LIGHTLY OIL FULL LENGTH OF DOWEL. ANCHOR MOUNT i0 1/4" WIDE BY 1" DEEP SAW CUT. FILL WITH PAVEMENT SEALANT. MAKE SAW CUT SAWCUT FULL DEPTH OF SLAB A DISTANCE IMMEDIATELY PRIOR BACK FROM EXISTING EDGE TO ENSURE A TO INSTALLING PAVEMENT STRAIGHT EDGE ALONG ENTIRE LENGTH OF SEALANT. PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE PCC JOINT (SEE DETAIL BLOW-UP) APPROVAL PRIOR TO SAW CUTTING. 6" 6" MIN. EXISTING PROPOSED PAVEMENT PAVEMENT (/ �DOWEL CLIP BY PNA I /'� . �J I11 I ,": 1 I EQ I t 'T -11f :;3 r r DRILL 1Ya' DIA. HOLE FOR - 4" DOWEL AND 1" DIA. HOLE 4" SQUARE DOWEL FOR %" DOWEL AND INSTALL FOR 6" THICK PAVEMENTS. DOWEL WITH NON -SHRINK GROUT. %" SQUARE DOWEL FOR APPLY CURING COMPOUND q' TO 5" THICK PAVEMENTS. ENSURE GROUT IS FLUSH TO SLAB FACE AT A SPACE DOWELS AT 18" O.C. WITH FACE OF EXISTING COVERAGE RATE OF 300 SF DO NOT GREASE DOWEL. SLAB MAX PER GALLON TO ACT AS A BOND BREAKER AT LEAST 48 HOURS PRIOR TO PLACING NEW SLAB. .9' CONSTRUCTION JOINT TO EXISTING PAVEMENT _6 - N TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% AND A MAXIMUM OF 65% OF THE BASE DIAMETER. DOME HEIGHT TOLERANCE = t.02" MAXIMUM DOME WIDTH = 1A" PLAN VIEW ­_TRUNCATED DOME BRUSH FINISH NEW SLAB. CONSTRUCTION JOINT WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO ALLOW CONCRETE SHRINKAGE TO OCCUR. IF REQUIRED, RE -SAW JOINT IMMEDIATELY PRIOR TO INSTALLING TOP OF T SEALANT TO ACHIEVE A Y,'" JOINT WIDTH. PAVEMENT ENSURE JOINT IS CLEAN, DRY AND SIDES PREPARED PER MANUFACTURER'S RECOMMENDATIONS. i, ';A .:; '4 s :::<:s:.::. e'+" ::.'; Ml> ..� IT!2 BUT NOT LESS THAN " Y 4 "I I lj%i PAVEMENT SEALANT CLOSED CELL BACKER ROD. TYPICALLYY" TO Y4" LARGER THAN JOINT WIDTH. Y6" FIRST SAWCUT II Y4" SECOND SAWCUT (IF REQUIRED) CONCRETE JOINT DETAILS N.T.S TYPE 1 PORTLAND CEMENT CONCRETE ' 1. �' � , A • , .4 . TRUNCATED DOMES DETAIL COMPRESSIVE STRENGTH AT 28 DAYS . c4 ' ' � < ' ".' , . N.T.S OF AT LEAST 4,000 PSI a. $ e"• I f NOTES: STABILIZED SUB GRADE COMPACTED 8 . S-11 JI # El . ~� . = O S a 1TO 9810 MODIFIED PROCTOR M . DRY D _ fAX ENSITY - T�m.nf ....... r.. ...; f..l<. .»,1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF PER AASHTO T-180, MINIMUM LBR 40�p {{ gg ff i-� € �1 x t 13 . THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA DEPTH OF MATERIAL PER SCHEDULE BELOW BUILDING CODE. 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2°ia cRoss SLOPE. TYPICAL CONCRETE PAVING SECTION 3. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR N.T.S. ROUTE SHALL BE 36" WIDE WITH A 60"x60" PASSING SPACE EVERY HEAVY DUTY CONCRETE REGULAR DUTY CONCRETE 200 FEET. TYPE 1 PORTLAND CEMENT CONCRETE TYPE 1 PORTLAND CEMENT 4. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH 6" COMPRESSIVE STRENGTH AT 28 DAYS OF AT 4-1/2" CONCRETE COMPRESSIVE THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH LEAST 4,000 PSI, REINFORCED WITH STRENGTH AT 28 DAYS OF AT END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. 6"x6"-W4xW4 WELDED WIRE SHEETS LOCATED LEAST 4,000 PSI, FIBER IN THE TOP 1/2 TO 1/3 OF THE SLAB REINFORCED 5. THE ACCESSIBLE ROUTE IN FRONT OF PULL -IN PARKING SHALL BE THICKNESS 8" STABILIZED SUB -GRADE C A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE OMPACTED TO 98% MODIFIED OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS. PROCTOR MAX. DRY DENSITY 12" STABILIZED SUB -GRADE COMPACTED TO 98% PER AASHTO T-180, MINIMUM 6. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" MODIFIED PROCTOR MAX. DRY DENSITY PER LBR 40 MIXED TO A INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL AASHTO T-180, MINIMUM LBR 40 HOMOGENEOUS MATERIAL RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.0 11-4.8. MIXED TO A HOMOGENEOUS MATERIAL SEE SIDEWALK DETAIL FOR 7. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC ADDITIONAL INFORMATION SEE THICKENED CONCRETE PAVEMENT EDGE REGARDING EXPANSION RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, DETAIL FOR ADDITIONAL INFORMATION JOINTS AND REINFORCEMENT SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304. REGARDING EXPANSION JOINTS AND REINFORCEMENT 8. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP ASPHALTIC CONC. (') w.. 1TGT1 �..; a rr (MIN. 1,000 PSI MARSHALL) COQUINA SHELL. COMPACTED _ .. .,.. .,. TO 98% MAX. DENSITY (AASHTO T-180) /I f ` I ` a ://f STABILIZED SUB -GRADE S TO T-. 50) �� �/l/. . I (98% COMPACTION AASHTO T-180 _ / ° (% _. 3 ,...,.. . MIXED TO A HOMOGENEOUS MATERIAL L - I 1 -L• '' ` . -""'".. - FILL COMPACTED TO � .:........ :._.w ..- ...... 98% MAX. DENSITY 1, ' DEPTH OF MATERIAL PER SCHEDULE BELOW SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. TYPICAL ASPHALTIC CONCRETE PAVING SECTION N.T.S. REGULAR DUTY ASPHALT 1-1/2•' ASPHALTIC CONC. (*) (MIN. 1000 P.S.I. MARSHALL) 6" COQUINA SHELL (') COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) 8" STABILIZED SUBGRADE (') (F.B.V. 50) (98% COMPACTION AASHTO T-180) MIXED TO A HOMOGENEOUS MATERIAL NOTES: 1. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THE JOINT SEALANT. 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED AND DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 3. INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH. 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. PCC JOINT DETAIL BLOW-UP (TYP.) / / \ \ / �_\ 95/81,\ a N C`) m v' �,v' SURFACE \ � FLANGE _ MOUNT I GROUND . ° LEVEL '° �. ,i 1.I CONCRETE PER ---`� INGROUND I.�_� o PLAN ANCHOR MOUNT i0 TECHNICAL SPECIFICATIONS ALL STANDARD UNITS MADE FROM: O CONCRETE AS ASTM A53 SCHEDULE 40 STEEL PIPE REQUIRED 2' (2.375"ODx.154 WALL), HYDRAULICALLY BENT WITH A MANDRIL, HOT DIPPED GALVANIZED AFTER FABRICATION. INSTALLATION METHODS: INGROUND ANCHOR MOUNT (STANDARD) FREESTANDING MOUNT (OPTIONAL AND EXTRA) SURFACE FLANGE MOUNT (OPTIONAL AND EXTRA) RACK SHALL BE MODEL # OF RACK AAA RIBBON RACK Co. NUMBER BICYCLES LENGTH DIVISION OF: BRANDIR INTERNATIONAL, INC. RB 05 5 38.375" 521 FIFTH AVENUE, 17TH FLOOR NEW YORK, NY 10175 USA 212-505-6500 FAX 212-505-6813 BICYCLE RACK N.T.S 0 cn Lu oc Zi 03 m O WCJ F- � O Lo § (n (!1 Z � N \ � W W Z V � W T U Q O p p U V) p . o i G =wfw- 2r=VLO-Yf-ND wwac�pm3�W � o vl~aaZWo�aa~3 zo=25oowo�m�g KKW1-w��ZWJZC� 0 o- w w w = w =10 x � 3 wz wo==wwa��wira �f=-a33wD�3wsQ_v �� qzt a U _i � M N J a d= -i - Z O W _N J N- LL �,Q , _ _c< ,.0 Z a Q - o LLI -UQ o mQ c P) ': 2 ZZ�w ZoUJI> U) Q� N �O � d Q M UJ O W D - �_ W 0p 0 coZ < m LL W F- of '� W LIJ W QU>N Qc - �� K_ I J Q� _D � ZN � ti I` U V) Lu u - F- V U) 0 Q Z I- Q W 0 0 z0 Z Q- Q (w V J m V) F_ J W Z -j D YL'_ O ULSI „ U _ � Z �y Q I L LL N Q �_ OLL F- Q N_ ^ N m Q0 Q LYN Q V) Q Z O U \ / ENCINEER CERTIFICA77ON JOSEPH W. SCHULKE FL. REG. N0. 47048 H B. BITTLE FL. G. NO. 57396 ❑ WILLIA P. STODDARD FL. RE . 57605 YN 111�1. VF{IEET C -V-502 PROJECT NO. J \ 18-182 J SPECIFICATIONS FOR SUBMERSIBLE GRINDER LIFT STATION 1.0 General 1.01 GENERAL DESCRIPTION The MANUFACTURER shall furnish complete factory -built and tested grinder pump urtii each consisting ofa grinder pump rore(s) all suitably mounted on an integral stand ofstainless steel, special polyethylene tank, electrical quick disconnect (NEMA 6P), pump removal harness, discharge assemblylshut-off valve, ardi-siphon valvelcheck valve assembly, electrical alarm assembly and all necessary internal wiring and controls. For ease of serviceability, all pump motortgrinder units shall be of like type and horsepower throughout the system. 1.02 SUBMITTALS: After receipt of notice to proceed, the MANUFACTURER shall furnish a minimum of six sets of shop drawings detailing the equipment to be furnished including dimensional data and materials of construction. The ENGINEER shall promptly review this data, and return two copies as accepted, or with requested modifications. Upon receipt of accepted shop drawings, the MANUFACTURER shall proceed immediately with fabrication of the equipment. 1.03 MANUFACTURER: Grinder pump stations, complete with all appurtenances, form an integral system, and as such, shall be supplied by one grinder pump station manufacturer. The CONTRACTOR shall be responsible for the satisfactory operation of the entire system- The equipment specified shall be a product of a company experienced in the design and manufacture of grinder pumps for specific use in low pressure sewage systems. The company shall submit detailed installation and user instructions for its product, submit evidence of an established service program including complete parts and service manuals, and be responsible for maintaining a continuing inventory of grinder pump replacement parts. The MANUFACTURER shall provide, upon request, a reference and contact list from ten of its largest contiguous grinder pump installations of the type of grinder pumps described within this specification.The MANUFACTURER of the grinder pump station shall be Environment One Corporation (or Proposed Alternate). Attention is directed to the fact that the drawings and overall system design are based on a particular piece of equipment from a particular manufacturer- These specifications are intended to provide guidelines for standard equipment of a recognized manufacturer who already meets all the requirements of this specification - 1.03a ALTERNATE EQUIPMENT� In the event that the CONTRACTOR or another supplier proposes an Alternate to the specified MANUFACTURER, the ENGINEER recognizes that it will be difficult to oonfonn to certain details of this Specification due to diffierent manufacturing techniques or grinder pump station designs. If proposing an Alternate, the CONTRACTOR (supplier) must submit, no less than 15 business days in advance ofthe bid date, a complete description of any changes that will be necessary to the system design, a complete submittal package as outlined in Section 1.02 SUBMITTALS, a system hydraulic analysis based on the proposed pump (including pipe sizes, flows, velocities, retention times and number and location of recommended valves and cleanouts, if any), a list of exceptions to this specification, and demonstration of compliance to Section 104 EXPERIENCE CLAUSE of this specification. The CONTRACTOR (supplier) must also complete the Manufacturer Disclosure Statement found at the end of this specification. This information must be submitted to the ENGINEER for pre -approval ofthe afternate equipment being proposed and determination of compliance with these, Contract Documents. If the equipment differs materially or differs from the dimensions given on the Drawings, the CONTRACTOR (supplier) shall submit complete drawings showing elevations . dimensions, or any necessary changes to the Contract Documents for the proposed equipFnent and its installation. Pre -approval, if granted, will be provided in writing by the Engineer to the Contractor (supplier) at least five business days in advance of the bid date, If the ENGINEER'S approval is obtained for Alternate Equipment, the Contractor (supplier) must make any needed changes in the structures, system design, piping or electrical systems necessary to accommodate the proposed equipment at the expense of the Contractor (supplier). 1.04 EXPERIENCE CLAUSE: The equipment furnished hereunder shall be the product ofa company experienced in the design and manufacture of grinder pumps specifically designed for use in low pressure systems. All manufacturers proposing equipment for this prcoct shall have at least 10 years of experience in the design and manufacture of units at Identical size(s) and performance to the specified units. All manufacturers proposing equipment for this project must also have not less than 500 successful installations of low pressure sewer systems utilizing grinder pumps of like type to the grinder pumps specified herein. An installation is defined as a minimum of 25 pumps discharging into a common force main which forms a low pressure sewer system. The contractor (supplier) proposing alternate equipment shall also submit, as part of the bid schedule, an installation list with contact person(s), phone number(s) and date(s) of at least 10 installations of the type of pump specified herein that have been in operation for at least 10 years In lieu of this experience clause, the contractor (supplier) of alternate equipment will be required to submit a 5 -year performance bond for 100 percent of the stipulated cost of the equipment as bid and as shown in the Bid Schedule. This performance bond will be used to guarantee the replacement of the equipment in the event that it fails within the bond period. 1.05 OPERATING CONDITIONS: The pumps shall be capable of delivering 15 GPM against a rated total dynamic head ofO feet (0 PSIG), 11 GPM against a rated total dynamic head of 92 feet (40 PSIG), and 7.8 GPM against a rated total dynamic head of 185 feet (80 PSIG). The pump(s) must also be capable ofoperating at negative total dynamic head without overloading the motor(s). Under no conditions shall in-line piping or valving be allowed to create a false apparent head. 1.06 WARRANTY: The grinder pump MANUFACTURER shall provide a part(s) and labor warranty on the complete station and accessories, including, bull not limited to, the panel for a period of 24 months after notice of OWNER'S acceptance, but no greater than Z7 months after receipt of shipment. Any manufacturing defects found during the warranty period will be reported to the MANUFACTURER by the OWNER and will be correc" by the MANUFACTURER at no cost to the OWNER. 1.07 WARRANTY PERFORMANCE CERTIFICATION: Asa bid certification requirement, each bidder shall provide with their bid schedule a Warranty Performance Certification statement executed by the most senior executive officer of the grinder pump MANUFACTURER, which certifies a minimum of a 24-moryth warranty. They must further detail any exclusions from the warranty or additional cost items required to maintain the equipment: in warrantable condition, including all associated labor and shipping fees, and certify that the MANUFACTURER will bear all costs to correct any original equipment deficiency for the effective period of the warranty. All preventive maintenance type requirements shall be included in this form as exclusions. These requirements include, but are not limited to, unjamming ofgrinder mechanism, periodic motor maintenance, and periodic clearing of liquid level controls. Should the CONTRACTOR (supplier) elect to submit a performance bond in lieu of the experience clause outlined above, this Warranty Performance Certification shall also be used as a criterion to evaluate the CONTRACTOR'S (supplier's) performance over the warranty period. A Warranty Performance Certification form is included with the bid schedule and must be completed and submitted as part of the bid package. Bids with incomplete forms or missing forms will be considered nonresponsive. 2.OPRODUCT 2.01 PUMP: The pump shall be a custom designed, integral, vertical rotor, motor driven, solids handling pump of the progressing cavity type with a single mechanical seat. Double radial O-ring seals are required at all casting joints to minimize corrosion and create a protective barrier. All pump castings shall be cast iron, fully epoxy coated to 8-10 mil Nominal dry thickness, wet applied. The rotor shall be through -hardened, highly polished, precipitation hardened stainless steel. The stator shall be of a specifically compounded ethylene propylene synthetic elastomer. This material shall be suitable for domestic wastewater service. Its physical properties shall include high tear and abrasion resistance, grease resistance, water and detergent resistance, temperature stability, excellent aging properties, and outstanding wear resistance. Buna-N is not acceptable as a stator material because it does not exhibit the properties as outlined above and required for wastewater service. 2.02 GRINDER: The grinder shall be placed immediately below the pumping elements and shall be direct -driven bya single, one-piece motor shaft. The grinder impeller (cutter wheel) assembly shall be securely fastened to the pump motor shaft by means of a threaded connection attaching the grinder impeller to the motor shaft. Attachment by means of pins or keys will not be acceptable. The grinder impeller shall be a one-piece, 4140 cutter wheel of the rotating type with inductively hardened cutter teeth. The cutter teeth shall be inductively hardened to Rockwell 50 - 60c for abrasion resistance. The shredder ring shall be of the stationary type and the material shall be white cast iron- The teeth shall be ground into the material to achieve effective grinding. The shredder ring shall have a staggered tooth pattern with only one edge engaged at a time, maximizing the cutting torque. These materials have been chosen for their capacity to perform in the intended environment as they are materials with wear and corrosive resistant properties. This assembly shall be dynamically balanced and operate without objectionable noise or vibration over the entire range of recommended operating pressures. The grinder shall be constructed so as to minimize clogging and jamming under all normal operating conditions including starting- Sufficient vortex action shall be created to scour the tank free of deposits or sludge banks which would impair the operation of the pump. These requirements shall be accomplished by the following, in conjunction with the pump: 1. The grinder shall be positioned in such a way that solids are fed in an upward flow direction. 2. The maximum flow rate through the cutting mechanism must riot exceed 4 feet per second. This is a critical design element to minimize jamming and as such must be adhered to. 3. The indet shroud shall have a diameter of no less than 5 inches. Inlet shrouds that are less than 5 inches in diameter will not be accepted due to their inability to maintain the specified 4 feet per second maximum inlet velocity which by design prevents unnecessary jamming of the cutter mechanism and minimizes blinding of the pump by large objects that block the inlet shroud. 4. The impeller mechanism must rotate at a nominal speed of no greater than 1800 rpm. The grinder shall be capable of reducing all components in normal domestic sewage, including a reasonable amount of"foreign objects,' such as paper, wood, plastic, glass, wipes, rubber and the like, to finely -divided particles which will pass freely through the passages ofthe pump and the 1-1/4" diameter stainless steel discharge piping. 2.03 ELECTRIC MOTOR: Asa maximum, the motor shall be a I HP, 1725 RPM. 240 Volt 60 Hertz, 1 Phase, capacitor start, ball bearing, air-cooled induction type with Class F installation, low starting current not to exceed 30 amperes and high starting torque of 8.4 foot pounds. The motor shall be press-fit into the casting for better heat transfer and longer winding life. Inherent protection against running overloads or locked rotor conditions for the pump motor shall be provided by the use ofan automatic -reset, integral thermal overload protector incorporated into the motor. This motor protector combination shall have been specifically investigated and listed by Underwriters Laboratories, Inc., for the application. Non -capacitor start motors or permanent split capacitor motors will not be accepted because of their reduced starting torque and consequent diminished grinding capability. The wet portion of the motor armature must be 300 Series stainless. To reduce the potential of environmental concerns, the expense of handling and disposing of oil, and the associated maintenance costs, oil -filled motors will not be accepted. 2.04 MECHANICAL SEAL: The pumplcore shall be provkled with a mechanical shaft seal to prevent leakage between the motor and pump. The seal shall have a stationary ceramic seat and carbon rotating surface with faces precision lapped and held in position by a stainless steel spring. 2.05 TANK: Polyethylene Construction. The tank shall be made of rotational molded polyethylene with high environmental stress cracking resistance. All seams created during tank construction are to be factory tested for leak tightness. The tank wall and bottom must withstand the pressure exerted by saturated soil loading at maximum burial depth. All station components must function normally when exposed to 150 percent of the maximum external soil and hydrostatic pressure.The overall basin capacity shall be 486 gallons. The basin shall incorporate a tapered bottom with an inside diameter of no greater than 46 inches, reducing to a diameter of no greater than 42 inches to minimize the retained volume. The largest diameter must be no less than 50 inches and no greater than 52 inches. A station that is 75 inches tall shall have no greater than a 50 inch outside diameter hinged aluminum coveL The 75 inch tall station can be extended in 6 inch increments with normal cylindrical fiberglass extensions.Taller stations shall have a fiberglass accessway with a hinged. aluminum cover. The accessway shall be an extension ofthe wetwell assembly and shall include a lockable cover assembly, with vent, providing low profile mounting. The cover shall be aluminum, with a load rating at 300 pounds per square foot. The cover shall have an outside diameter of no greater than 50 inches. Accessway design and construction shall enable field extension of station height in 6 -inch increments without the use of any adhesives or sealants requiring cure time before installation can be completed. The accessway wall must withstand the pressure exerted by saturated soil loading at maximum burial depth and must function normally when exposed to 150 percent ofthe maximum external soil and hydrostatic pressure.The tank and factory penetrations shall be factory tested and guaranteed to be watertight.The tank shall be furnished with one EPDM grommet fitting to accept a 4.50" OD DWV or Schedule 40 pipe. Tank dimensions shall be as shown on the contract drawings.The discharge bulkheads (manifolds) shall be factory installed and warranted by the manufacturer to be watertight. The following provides a description and orientation ofthe discharge bulkhead(s) for each station type • DUPLEX STATION - The tank shall have one stainless steel duplex discharge manifold terminating outside the tank wall with a 1-1/4'female NPT pipe thread. • TRIPLEX STATION - The tank shall have one stainless steel duplex discharge manifold and one stainless steel simplex discharge bulkhead, each terminating outside the tank wall with a 11-1/4"fernale NPT pipe thread and located 180 degrees from each other. • QUADPLEX STATION - The tank shall have two stainless steel duplex discharge manifolds, each terminating outside the tank wall with a 1-1 /4" female NPT pipe thread and located 180 degrees from each other. 2.06 DISCHARGE HOSE AND DISCONNECTIVALVE: All discharge fittings and piping shall be constructed of polypropylene, EPDM or PVC. The discharge hose assembly shall include a shut-off valve rated for 200 psi WOG and a quick disconnect feature to simplify installation and pump removal. The bulkhead penetration shall be %dory installed and warranted by the manufacturer to be watertight. High Density Polyethylene Pipe (Supplied by others) - Pipe shall be have a working pressure of 160 psi minimum and shall be classified SUR per ASTM D 3035. Pipe Dimensions - The SDR (Standard Dimension Ratio) of the pipe supplied shall be as specified by the SPECIFYING ENGINEER. SDR 7, 9 and 11 fittings are available from the manufacturer. Factory Test - The stainless steel, combination curb stop/check valve component shall be 100 percent hydrostatically tested to 150 psi in the factory. Construction Practices - Pipe shall be stored on clean, level ground to prevent undue scratching or gouging ofthe pipe. If the pipe must be stacked for storage, such stacking should be in accordance with the pipe manufacturers recommendations. The pipe should be handled in such a manner that it is not damaged by being dragged over sharp objects or cut by chokers or lifting equipment. Segments of pipe having cuts or gouges in excess of 10 percent ofthe wall thickness of the pipe shall be cut out and removed. The undamaged portions of the pipe shall be rejoined using the butt fusion joining method. Sections of polyethylene pipe should be joined into continuous lengths on the job site above ground. The joining method shall be the butt -fusion method and shall be performed in strict accordance with the pipe manufacturer's recommendations The butt fusion equipment used in the joining procedure shall be capable of meeting all conditions recommended by the pipe manufacturer. including, but not limited to, fusion temperature, alignment, and fusion pressure. Fused segments of pipe shall be handled so as to avoid damage to the pipe. When lifting fused sections of pipe, chains or cable -type chokers should be avoided. Nylon slings are preferred. Spreader bars should be used when lifting long, fused sections. Care should be exercised to avoid cutting or gouging the pipe. Installation - Assemble the compression fittings according to the fitting manufacturer's recommendations. The trench and trench bottom should be constructed in accordance with ASTM D 2321, Embedment materials should be Class 1, Class 11 or Class 111 materials as defined in ASTM D 2321. The use of Class IV and/or Class V materials for embedment is not recommended and should be allowed only with the approval of the SPECIFYING ENGINEER. Bedding of the pipe should be performed in accordance with ASTM D 2321. Compaction should be as specified in ASTM D 2321 . Deviations from the specified compaction shall be approved by the SPECIFYING ENGINEER.Haunching and initial backfill should be as specified in ASTM D 2321 using Class 1, Class 11 or Class III materials. Materials used and compaction shall be as specified by the SPECIFYING ENGINEER. In cases where a compaction of 85 percent Standard Proctor Density is not attainable, the SPECIFYING ENGINEER may wish to increase the SCR ofthe pipe to provide adequate stiffiness- ASTM D 2321 sections fitled"Minimum Coverfor Load Application,* 'Use of Compaction Equipment* and 'Removal of Trench Protection" should apply unless directed otherwise by the SPECIFYING ENGINEER. DUPLEX PROTECT PLUS: Each grinder pump station shall include a NEMA 4X, UL -listed alarm panel suitable for wall or pole mounting. The NEMA 4X enclosure shall be manufactured of thermoplastic to ensure corrosion resistance. The enclosure shall include a hinged, lockable cover with padlock, preventing access to electrical components, and creating a secured safety front to allow access only to authorized personnel. The standard enclosure shall not exceed 12.5!'W x 16' H x 7-5* D. The panel shall contain one 15 -amp single pole circuit breaker for the alarm circuit and one 15 -amp double pole circuit breaker per core for the power circuit. The panel shall contain a push -to -run feature, an internal run indicator, and a complete alarm circuit. All circuit boards in the alarm panel are to be protected with a conformal coating on both sides and the AC power circuit shall include an auto resetting fuse.The visual alarm lamp shall be inside a red, oblong lens at least 3.75" L x 2.W'W x 1.5" H. Visual alarm shall be mounted to the top of the enclosure in such a manner as to maintain NEMA 4X rating. The audible alarm shall be externally mounted on the bottom of the enclosure, capable of 93 dB @ 2 feet. The audible alarm shall be capable of being deactivated by depressing a push -type switch that is encapsulated in a weatherproof silicone boot and mounted on the bottom of the enclosure (push -to -silence button) - The high-level alarm system shall operate as follows 1. The panel will go into alarm mode if either pump's alarm switch closes. During the initial alarm mode both pumps will run and the alarm light and buzzer will be delayed for a period oftime based on user settings (default is 3-1/2 minutes). Ifthe station is still in high-level alarm afterthe delay, the light and buzzer will be activated. 2. The audible alarm may be silenced by means of the externally mounted push -to -silence button. 3- The visual alarm remains illuminated until the sewage level in the wet well drops below the 'off"setting of the alarm switch for both pumps. The entire alarm panel, as manufactured and including any ofthe following options shall be listed by Underwriters Laboratories, Inc - Contains the following features: • Ala rrn Activated Dry Contacts -Normally open relay contact closes upon alarm activation- • Alarm Activated Contacts for Remote Indoor Alarm Module - Will work with or without power to the alarm panel and is designed to work with ElOne's Remote Sentry. Includes Inner Door Dead Front Separate LED's for each condition Provides protection from the following operating conditions: Low Voltage (Brownout) Protection - A lockout cycle will prevent the motor from operating and will illuminate the Trouble LED if o the incoming AC Mains voltage drops below a predetermined minimum, typically 12% of nameplate (211 volts for a 240 volt system) for 2 to 3 seconds, regardless of whether the motor is running c, the lockout cycle will end if the incoming AC Mains voltage returns to a predetermined value, typically 10% of nameplate (216 volts for a 240 volt system). The system continues to retest the voltage every second indefinitely. If the lockout cycle has been initiated and the voltage comes back above the predetermined starting voltage, the system will function normally. The Trouble LED remains illuminated during a Brownout condition and a corresponding Brownout message will be displayed on the LCD screen. The LED will turn offwhen the Brownout condition ends and the LCD message remains latched until the panel is reset. The audible and visual alarm will not be activated unless there is a high wastewater level in the tank. • Run Dry Protection - A 20 -minute lockout cycle will prevent the motor from operating and will illuminate the Trouble LED when the wastewater level in the tank is below the pump inlet shroud. A corresponding Run Dry message will be displayed on the LCD screen. The condition is rechecked every 2D minutes and the LCD message remains latched, If the condition is satisfied, the pump is allowed to cycle normally and the Trouble LED will go out, bull the LCD message remains latched. The LCD message will remain latched until the panel is reset. If the condition is not satisfied after 3 consecutive attempts, the visual alarm will be activated until the panel is reset or until there is one cycle of normal operation. If a high level condition is presented at any time, a pump run cycle will be activated. • High System Pressure Protection - A 20 -minute lockout cycle will prevent the motor from operating and will illuminate the Trouble LED when the pressure in the discharge fine is atypically high (closed valve or abnormal line plug). A corresponding Overpressure message will be displayed on the LCD screen. The condition is rechecked every 20 minutes. If the condition is satisfied, the pump is allowed to cycle normally and the Trouble LED will turn off, but the LCD message remains latched. The LCD message will remain latched until the panel is reset. If the condition is not satisfied after 3 consecutive attempts, the pump is locked out indefinitely and the audible and visual alarm will be activated. The LCD message and alarms will remain latched until the condition is removed and the panel is reset. In all of the above cases, if more than one error condition is presented, the LCD message depicting the most recent error condition will be displayed. PROTECT PLUS FEATURES: • High/Low Voltage monitoring with Trouble indication • High/Low Wattage (wattage is used instead of current because A is a better indicator of pump performance) monitoring with Trouble indication • Extended Run Time monitoring with Trouble indication • Cycle/Event Counter • Run Time Counter (Hour Meter) • Run Time Limit - time adjustable, user -selected options: 10 minutes (default) to 120 minutes in 1 -minute intervals • Power -up Delay - time adjustable, user -selected options: None (default), to 3DO minutes in 1 -minute intervals • Alarm Delay -- time adjustable, user -selected options: zero to 10 minutes in 30 -second increments; 4 minutes is default • System self -test diagnostic • User -selectable Alarm latch • User -selectable Protect Mode disable • User -selectable buzzer timer Specific Duplex Protect PLUS indicators and programming features shall include: • Ready LED to indicate AC power to the station is satisfactory • Pump Run LE D to indicate pump is operating (LCD indicates which pump is running) • Trouble LED indicator and predictive Visual Alarm notification ("blinking" alarm lamp; clears on Normal cycle) • High Level Alarm LED indicator (LCD indicates which pump is in alarm) • Manual Run switch to manually activate pumps • Lead/Lag indication (LCD indicates which pump is lead) • Menu -driven programmable controller with navigation oveday-type buttons (Enter, Scroll, Up, Down) • Normal Operation LED and Mode button for Mode status • Pump Performance menu LED with LCD display of the following pump performance statistics: o Real-time Voltage • Real-time Amperage • Real-time Wattage • Minimum/Maximum/Average Voltage • Minimum/Maximum/Average Amperage • MinimumfMaximum/Average Wattage • Minimum/Maximum Run-time • Average Run-time • Last Run-time • Cycle/Event Counter • Run Time Counter (Hour Meter) • Diagnostics Menu LED • Initialize System Menu LED • Run Limit Menu LED • Alarm Delay Menu LED • Power Delay Menu LED • Pump alternating options (no alternation, adjustable time based and test) • Pump alternating time options - 24 hours to 72 hours in 12 -hour increments (OPTIONAL) Generator Receptacle and Auto Transfer -The alarm panel shall include a 20 amp, 250VAC generator receptacle with a spring-loaded, gasketed cover suitably mounted to provide access for connection ofan external generator 3�0 EXECUTION 3.01 FACTORY TEST: Each grinder pump shall be submerged and operated for 1.5 minutes (minimum) Included in this procedure will be the testing of all ancillary components such as, the anti -siphon valve, check valve, discharge assembly and each unit's dedicated level controls and motor controls- All factory tests shall incorporate each of the above listed Rems- Actual appurtenances and controls which will be installed in the field shall be particular to the tested pump only- A common set of appurtenances and controls for all pumps is not acceptable- Certified test results shall be available upon request showing the operation of each grinder pump at two different points on its curve. Additional validation tests include: integral level control performance, continuity to ground and acoustic tests of the rotating components. The ENGINEER reserves the right to inspect such testing procedures with representatives ofthe OWNER at the GRINDER PUMP MANUFACTURER'S facility. All HDPE basins shall be factory leak tested to assure the integrity of all joints, seams and penetrations. All necessary penetrations such as inlets, discharge fittings and cable connectors shall be included in this test along with their respective sealing means (grommets, gaskets etc-)_ 3.02 CERTIFIED SERVICE PROGRAM: The grinder pump MANUFACTURER shall provide a program implemented by the MANUFACTURER'S personnel as described in this specification to certify the service company as an authorized serviced center- As evidence of this, the MANUFACTURER shall provide, when requested, sufficient evidence that they have maintained their own service department for a minimum of 30 years and currently employ a minimum offive employees specifically in the service department. As part of this program, the MANUFACTURER shall evaluate the service technicians as well as the service organization annually. The service company will be authorized by the MANUFACTURER to make independent warranty judgments- The areas covered by the program shall include, as a minimum 1 . Pump Population Information - The service company will maintain a detailed database for the grinder pumps in the territory that tracks serial numbers by address. 2. Inventory Management - The service company must maintain an appropriate level of inventory (pumps, tanks, panels, service parts, etc.) including regular inventory review and proper inventory labeling. Service technicians will also maintain appropriate parts inventory and spare core(s) on service vehicles. 3- Service Personnel Certification - Service technicians will maintain their level -specific certification annually The certifications are given in field troubleshooting, repair, and training. 4- Service Documentation and Records - Start up sheets, service call records, and customer feedback will be recorded by the service company. 5- Shop Organization - The service company will keep its service shop organized and pumps will be tagged with site information at all times. The shop will have all required equipment, a test tank, and cleaning tools necessary to service pumps property 3.03 DELIVERY Ali grinder pump core units, including level controls, will be delivered to the job site 100 percent completely assembled, including testing, ready for installation. Grinder pump cores will be shipped separately from the tanks. Installing the cores and discharge pipingfhose into the tanks is the only assembly step required and allowed due to the workmanship issues associated with other on-site assembly. Grinder pump cores must be boxed for ease of handling. 3.04 INSTALLATION: Earth excavation and backfill are specified under SITE WORK, but are also to be done as a part ofthe work under this section, including any necessary sheeting and bracing. The CONTRACTOR shall be responsible for handling ground water to provide a firm, dry subgrade for the structure, and shall guard against flotation or other damage resulting from general water or flooding. The grinder pump stations shall not he set into the excavation until the installation procedures and excavation have been approved by the ENGINEER. Remove packing material- User instructions MUST be given to the OWNER. Hardware supplied with the unit, if required, will be used at installation. The basin will be supplied with a standard 4" inlet grommet (4.50" OD) for connecting the incoming sewer line- Appropriate inlLt piping must be used. The basin may not be dropped, rolled or laid on its side for any reason. Installation shall be accomplished so that 1 inch to 4 inches of accessway, below the bottom ofthe lid, extends above the finished grade line. The finished grade shall slope away from the unit. The diameter of the excavated hole must be large enough to allow for the concrete anchor. A 6' inch (minimum) layer of naturally rounded aggregate, clean and free lowing, with particle size of not less than 1 /8" or more than 3/4" shall be used as bedding material under each unit. A concrete anti -flotation collar, as detailed on the drawings, and sized according to the manufacturer's instructions, shall be required and shall be pre -cast to the grinder pump or poured in place. Each grinder pump station with its pre -cast anti -flotation collar shall have a minimum of three lifting eyes for loading and unloading purposes. If the concrete is poured in place, the unit shall be leveled, and filled with water, to the bottom of the inlet, to help prevent the unit from shifting while the concrete is being poured. The concrete must be manually vibrated to ensure there are no voids. If it is necessary to pour the concrete to a level higher than the inlet piping, an &'sleeve is required over the inlet prior to the concrete being poured. The CONTRACTOR will provide and install a 4 -foot piece of 4 -inch SCH 40 PVC pipe with water tight cap, to stub -out the inlet for the property owners' installation contractor, as depicted on the contract drawings. ElOne requires that an E/One Uni-Lateral assembly (ElOne part number NBO184PXX or NCO193GXX) or ElOne Redundant Check Valve (ElOne part number PC0051GXX) be installed in the pipe lateral outside the home between the pump discharge and the street rnain on all installations. The electrical enclosure shall be furnished, installed and wired to the grinder pump station by the CONTRACTOR. An alarm device is required on every installation, there shall be NO EXCEPTIONS. it will be the responsibility of the CONTRACTOR and the ENGINEER to coordinate with the individual property owner(s) to determine the optimum location for the alarm panel. The CONTRACTOR shall mount the alarm device in a conspicuous location, as per national and local codes. The alarm panel will be connected to the grinder pump station by a length at 6 -conductor type TC cable as shown on the contract drawings. The power and alarm circuits must be on separate power circuits. The grinder pump stations will be provided with 32 feet total, 25 feet of useable, electrical supply cable to connect the station to the alarm panel. This cable shall be supplied with a FACTORY INSTALLED EOD half to connect to the mating EOD half on the core. 3.05 BACKFILL REQUIREMENTS: Proper backfill is essential to the long-term reliability of any underground structure. Several methods of backfill are available to produce favorable results with different native soil conditions. The most highly recommended method of backfilling is to surround the unit to grade using Class I or Class 11 backfill material as defined in ASTM 2321, Class 1A and Class 1B are recommended where frost heave is a concern; Class 1B is a better choice when the native soil is sand or if a high, fluctuating water table is expected. Class 1, angular crushed stone, offers an added benefit in that it doesn't need to be compacted. Class 11, naturally rounded stone, may require more compactive effort, or tamping, to achieve the proper density. If the native soil cordition consists ofclean compactable soil, with less than 12% fines, free of ice, rocks, roots ard organic material, it may be an acceptable backfill. Soil must be compacted in lift not to exceed one foot to reach a final Proctor Density of between 85% and 90%. Heavy, non-compactable clays and silts are not suitable backfill for this or any underground structure such as inlet or discharge lines. If you are unsure of the consistency ofthe native soil, it is recommended that a geotechnical evaluation of the material is obtained before specifying backfill. Another option is the use at a flowable fill (i.e., low slump concrete). This is particularly attractive when installing grinder pump stations in augured holes where tight clearances make it difficult to assure proper backfilling and compaction with dry materials- Flowable fills should not be dropped more than four feet from the discharge to the bottom of the hole to avoid separation ofthe constituent materials. Backfill of clean, native earth, free of rocks, roots, and foreign objects, shall be thoroughly compacted in lifts not exceeding 12'to a final Proctor Density of riot less than 851/6. Improper backfilling may result in damaged accessways. The grinder pump station shall be installed at a minimum depth from grade to the top ofthe 1 114" discharge line, to assure maximum frost protection. The finish grade fine shall be I " toV'below the bottom of the lid, and final grade shall slope away from the grinder pump station. All restoration will be the responsibility of the CONTRACTOR. Per unit costs for this Rem shall be included in the CONTRACTOWS bid price for the individual grinder pump station. The properties shall be restored to their original condition in at respects, including, but riot limited to, curb and sidewalk replacement, landscaping, loaming and seeding, and restoration of the traveled ways, as directed by the ENGINEER. 3.06 START-UP AND FIELD TES71NG: The MANUFACTURER shall provide the services of qualified factory trained technician(s) who shall inspect the placement and wiring of each station, perform field tests as specified herein, and instruct the OWNEITS personnel in the operation and maintenance of the equipment before the stations are accepted by the OWNER. AJI equipment and materials necessary to perform testing shall be the responsibility of the INSTALLING CONTRACTOR. This includes, as a minimum, a portable generator and power cable (if temporary power is required), water in each basin (filled to a depth sufficient to verify the high level alarm is operating), and opening ofall valves in the system. These steps shall be completed prior to the qualified factory trained technician(s) arrival on site. The services of a trained, ladtory-authorized technician shall be provided at a rate of 40 hours for every 100 grinder pump stations supplied - Upon completion of the installation, the authorized factory technician(s) will perform the following test on each station: 1 . Make certain the discharge shut-off valve in the station is fully open. 2. Turn ON the alarm power circuit and verify the alarm is functioning properly. 3� Turn ON the pump power circuit. Initiate the pump operation to verify automatic 'on/ofr controls are operative. The pump should immediately turn ON. 4. Consult: the Manufacturer's Service Manual for detailed start-up procedures. Upon completion ofthe start-up and testing, the MANUFACTURER shall submit to the ENGINEER the start-up authorization form describing the results ofthe tests performed for each grinder pump station. Final acceptance of the system will not occur until authorization forms have been received for each pump staticn installed and any installation deficiencies corrected. 4.0 OPERATION AND MAINTENANCE 4.01 SPARE CORE: The MANUFACTURER will supply one spare grinder pump core for every 50 grinder pump stations installed or portion thereof, complete with all operational controls, level sensors, check valve, anti -siphon valve, pump/motor unit, and grinder. 4.02 MANUALS: The MANUFACTURER shall supply four copies of Operation and Maintenance Manuals to the OWNER, and one copy of the same to the ENGINEER. SEWER AND FORCE MAIN NOTES: GENERAL - POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO A DEPTH OF SIXTEEN FEET. GRAVITY SEWER PIPE AND FITTINGS GRANITTY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION D 3034 -SDR 35. FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED EQUAL MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE I (12454-8). ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL THE PIPE $HALL BE GREEN IN COLOR. JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND F17TINGS SHALL COMPLY WITH ASTM DESIGNATION D3212 TESTING EXIFILTRATION OR INFILTRATION TESTS WILL BE REQUIRED ON ALL PIPE, AS DETERMINED BY UTILITY DEPARTMENT OR BUILDING DEPARTMENT PERSONNEL. INSTALLATION - PIPE MUST BE LAID INA TRENCH FREE OF STONES, ROCKS, OR OTHER DELETERIOUS MATERIALS TO A DEPTH OF 6' BELOW THE BOTTOM OF THE PIPE. BACKFILL SHALL BE TAMPED IN 12"LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 95% OF THE MAXIMUM DRY DENSITY. DENSITY TESTS SHALL BE PERFORMED ON THE BACKFILL ATA MAXIMUM OF 2DO FT. INTERVALS. - ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF36". PIPE MATERIALS - PRESSURE FORCE MAIN (4- OR LARGER) POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. PVC PIPE SRALL BE GREEN IN COLOR (FORCE MAIN). OFF-SITE FORCE MAIN AND FITTINGS FORCE MAIN SHALL BE BROWN, GREEN OR WHITE AND CONSTRUCTED OF. 1. POLYVINYL CHLORIDE (PVC) PIPE PER ASTM D2241, SDR ­21,200 PSI WITH PUSH ON TYPE JOINTS WITH INTEGRAL WALL BELL. FITTINGS SHALL BE PVC-ASTMO-1 784, CLASS 200 WITH GASKETED BELL JOINT PER ASTM -D -3139/F477, DIP PUSH ON OR MECH JOINT FITTINGS PER AWWA C153 MAY ALTERNATIVELY BE USED. 2. POLYETHYLENE PIPE (PE -=8 PER AWvVA C -M-88 CLASS 200, DR), AND SHALL HAVE A WORKING PRESSURE OF 2DO PSI. DIMENSIONAL TOLERANCES SHALL CORRESPOND WITH ASTM D-2239, SDROF 9. JOINTS SHALL BE EITHER BY BUTT FUSION OR BY COMPRESSION TYPE, W A TOTALLY CONFINED GRIP SEAL AND COUPLING NUT. STAINLESS STEEL TUBE STIFFENER INSERTS SHALL BE USED. WHEN SPECIFIED, SERVICE SADDLES AT TAP SHALL BE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLEW1 CORP STOP, FORCE MAJN SHALL HAVE AMIN OF 36' COVER, EKCEPT42- COVER UNDER TRAFFIC AREAS. 2"ON-SITE FORCE MAIN: . SCH 80 PVC WITH GLUED JOINTS OR PIPE AS SPECIFIED ABOVE. VALVES GATE VALVES: - ALL BURIED VALVES SHALL BE RESILIENT SEATED GATE VALVES WITH BRONZE BODY, BRONZE -MOUNTED, RESILIENT SEATED, NOWRISINGSTEM TYPE FITTED WITH "O-RING" SEALS. VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. PLUG VALVES: - CAST IRON BODY NON -LUBRICATED, ECCENTRIC TYPE, WTH RESILIENT SEATED PLUGS. VALVE SURFACES SHALL BE 90% NICKEL GEAR ACTIVATORS SHALL BE VATH SEALED ENCLOSURES. VALVES SHALL HAVE 2"ACTUATING NUTS. VALVES SHALL BERATED FOR 150 P.S.I. MARKING: TWO-INCH WIDE IDENTIFICATION TAPE SHALL BE SPIRAL -WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. TAPE SHALL HAVE THE WORDS'WATER MAIWOR"FORCE MAIN" IN 3WHIGH LETTERS APPEARING ONE OR MORE TIMES EVERY 24 INCHES. PIPING SHALL BE INSTALLED WITH 410 GA THWA INSUL. STRANDED COPPER WIRE ATTACHED FOR LOCATING PURPOSES. INSTALLATION: MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARD CEIOD, CGIDO, ASTM D-2774 AND A-W.W.A. MANUAL M23 AND THE MANUFACTURERS RECOMMENDED PROCEDURES. WATER MAINS SHALL CROSS ABOVE SANITARY SEWER, STORM SEWERS, FORCE MAJNS, OR RECLAJMED WATER LINES WITH A MINIMUM OF 118"VERTICAL SEPARATION, OR CONSTRUCT DUCTILE IRON PIPE AT THE CROSSING SUCH THAT ALL PIPE JOINTS ARE EQUAL DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS. WATER MAIN SHALL BE LOCATED AT LEAST 10 -FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, FORCE MAJNS AND RECLAIMED WATER MAINS. WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE SOLUTIONS ACCORDING TO THE"RECOMMENDED STANDARDS FOR WATER WORKS' (LATEST REVISION) SHALL BE USED. PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6- BELOW THE BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFIELD SHALL BE TAMPED IN 6"UFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETALS WITHIN THE CONSTRUCTION PLANS. MAINS MUST BE INSTALLED WITH A MINIMUM OF W OF GROUND COVER AND 47BELOW ROADS,DRIVEWAY OR PARKING LOTS IN ACCORDANCE WITH DETALS AND SPECIFICATIONS IN THESE PLANS. TAPPING SLEEVESNALVES TAPPING SLEEVES SHALL BE MECHANICAL JOINT TYPE WITH DUCTILE IRON OR STAJNLESS STEEL BODIES AND HARDWARE. THE TAPPING VALVE SHALL BE GATE VALVE SPECIFICALLY DESIGNED FOR THE PURPOSE OF TAPPING PRESSURIZED MAINS, AND SHALL BE COMPATIBLE WITH THE TAPPING SLEEVE. THE SLEEVE OUTLET SHALL CONFORM TO ANSI 816.1, CLASS 125. TAPPING SADDLE TO BE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WITH CORP. STOP TESTING - HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.WA. STANDARD C600, C900, C905 AND AWWA MANUAL Mi CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTION& 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, MARCH 2014 1 "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 LJGFT, 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, DISINFECTIOW BACTERIOLOGICALEXFILTRATIOW 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 TESTANSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. 2.07 ELECTRICAL QUICK DISCONNECT: The grinder pump core shall include a factory -installed NEMA SP electrical quick while maintaining a NEMA 4X rating. An automatic transfer switch shall be provided, which automatically switches from AC SS VALVE disconnect ECD) for all power and control functions. The EOD will be supplied with 32 total, 29 of useable, electrical supply power to generator power. Power shall be provided to the alarm panel through the generator r eceptacle whenever power is ACTUATOR cable (ESC) to connect to the alarm panel. The EQD shall require no tools for assembly, seal against water before the electrical present at the receptacle, allowing the audible and visual alarms to function normally in generator mode. When power is connection is made, and include radial seals to assure a watertight seal regardless oftightening torque. Plug -type connections of no longer applied to the generator receptacle, the panel is automatically switched back to the AC Mains power. (No manual the power cable onto the pump housing will not be acceptable due to the potential for leaks and electrical shorts. Junction boxes switching within the panel enclosure is necessary to switch from generator power back to AC Mains, so the mode cannot be are not acceptable due to the large number of potential leak points. The EOD shall be so designed to be conducive to field wiring inadvertently left in the generator position after pumping down the station in generator mode as is the case with a manual as required. transfer switch). 2.08 CHECK VALVE: The pump discharge shall be equipped with a factory installed, gravity operated, flapper -type integral check (OPTIONAL) Service EquipirrientlMain Service Disconnect Breaker - A separate, internal breaker that is rated and approved valve buift into the discharge piping. The check valve will provide a full -ported passageway when open, and shall introduce a for use as"service equipment"and acts as a main service disconnect of the gdnder pump station shall be provided. friction loss of less than 6 inches of water at maximum rated flow. Moving parts will be made of a 300 Series stainless steel and (OPTIONAL) Rernote Sentry Indoor Alarm Module - A separate, remote indoor alarm module shall be provided to indicate a 1-1/4 FEMALE fabric reinforced synthelfic elastomer to ensure corrosion resistance, dimensional stability, and fatigue strength. A nonmetallic high level alarm with or without AC power to the grinder pump station. The Remote Sentry indoor alarm module shall have an 1-1/4 FEMALE NPT hinge shall be an integral part at the flapper assembly providing a maximum degree of freedom to assure seating even at a very internal power source enabling its continued operation without AC power. The Remote Sentry shall have an audible alarm and a NPT low back -pressure. The valve body shall be an injection molded part made of an engineered thermoplastic resin. The valve shall visual alarm, both of which shall automatically reset if the high level alarm condition is eliminated. The Remote Sentry indoor alarm I T I be rated for continuous operating pressure of 235 psi- Ball -type check valves are unacceptable due to their limited sealing module shall include a Silence button for the audible alarm and a Test button. 0 capacity in slurry applications. (OPTIONAL) External Autodialer - 2.09 ANTI -SIPHON VALVE: The pump discharge shall be equipped with a factory -installed, gravity -operated, flapper -type integral anti -siphon valve built into the discharge piping. Moving parts will be made of 300 Series stainless steel and fabric-reinforred - Four separate voice message alarm zones synthetic elastomer to ensure corrosion resistance, dimensional stability, and fatigue strength. A nonmetallic hinge shall be a n - Calls up to 8 telephones, call phones or pagers integral part ofthe flapper assembly, providing a maximum degree of freedom to ensure proper operation even at a very low . Built-in line seizure pressure. The valve body shall be injection -molded from an engineered thermoplastic resin. Holes or ports in the discharge piping * Remote Turn Off feature allows termination of activated channel are not acceptable anti -siphon devices due to their tendency to dog from the solids in the slurry being pumped. The anti -siphon port diameter shall be no less than 60% at the inside diiameter of the pump discharge piping. . EEPROM Memory retains program despite power loss 2.10 CORE UNIT: The grinder pump station shall have an easily removable core assembly containing pump, motor, grinder, all - listen -in verification and communication motor controls, check valve, anti -siphon valve, electrical quick disconnect and wiring. The watertight integrity ofthe core unit shall - Universal dial tone be established by a 100% factory test at a minimum of 5 PSIG. - Built-in auxiliary output to drive external siren, strobe or relay 2.11 CONTROLS: All necessary motor starting controls shall be located in the cast iron enclosure ofthe core unit secured by e Five optional settings for notifications ofa power loss occurrence - instantaneous, 15 minutes, 2hours, 12 hours or 24 hours stainless steel fasteners. Locating motor starting contrallis in a plastic enclosure is not acceptable. Wastewater level sensing controls shall be housed in a separate enclosure from motor starting controls. Level sensor housing must be sealed via a radial - One channel for power4oss sensing, three hardwired channels for additional input type seal; solvents or glues are not acceptable. Level sensing control housing must be integrally attached to pump assembly so - Dialer senses loss of power and based on setting; will notify parties of loss condition only when specified time has elapsed that it may be removed from the station with the pump and in such a way as to minimize the potential for the accumulation of * If power restores before set time has elapsed, no call will be made grease and debris accumulation, etc. Level sensing housing must be a high -impact thermoplastic copolymer over -molded with a . Package includes battery backup and transformer thenno plastic elastomer. The use of PVC for the level sensing housing is not acceptable.Non-fouling wastewater level controls for controlling pump operation shall be accomplished by monitoring the pressure changes in an integral air column connected to a TRIPLEX STATION: Shall incorporate one simplex panel and one duplex panel as described above. pressure switch. The air column shall be integrally moldled from a thermoplastic elastomer suitable for use in wastewater and with excellent impact resistance. The air column shalt have only a single connection between the water level being monitored and QUADPLEX STATION: Shall incorporate two duplex panels as described above. 1-1/4 SS BALL FLAPPER TYPE the pressure switch. Any connections are to be sealed radially with redundant O -rings. The level detection device shall have no 2.14 SERVICEABILITY: The grinder pump core, including level sensor assembly, shall have two lifting hooks complete with lift -out VALVE CHECK VALVE, moving parts in direct contact with the wastewater and shall be integral to the pump core assembly in a single, readily -exchanged harness connected to its top housing to facilitate easy core removal when necessary. The level sensor assembly must be easily SS unit. Depressing the push to run button must operate the pump even with the level sensor housing removed from the pump. All removed from the pump assembly for service or replacement. All mechanical and electrical connections must provide easy PART IS A BALL VALVE CURB STOP WITH FEMALE PIPE THREADS, fasteners throughout the assembly shall be 300 Seriesstainless steel- High-level sensing will be accomplished in the manner disconnect capability for core unit removal and installation. Each ECID half must include a water -tight cover to protect the internal detailed above by a separate air column sensor and pressure switch of the same type. Closure of the high4evel sensing device electrical pins while the EQD is unplugged. A pump push -to -run feature will be provided for field trouble shooting- The push -to -run VALVE POSITION STOPS (OPEN/CLOSED), AND INTEGRAL CHECK VALVE will energize an alarm circuit as well as a redundant purnp-on circuit. For increased reliability, pump ON/OFF and high-level alarm feature must operate the pump even if the level sensor assembly has been removed from the pump assembly. All motor control MATERIAL: STAINLESS STEEL functions shall not be controlled by the same switch. Float switches of any kind, including float trees, will not be accepted due to components shall be mounted on a readily replaceable bracket for ease of field service. the periodic need to maintain (rinsing, cleaning) such devices and their tendency to malfunction because of incorrect wiring, 2.15 OSHA CONFINED SPACE: All maintenance tasks for the grinder pump station must be possible without err" into the grinder tangling, grease buildup, and mechanical cord fatigue. To assure reliable operation ofthe pressure switches, each core shall be ump station (as per OSHA 1910.146 Permit -required confined spaces)- 'Entry means the action by which a person passes PRESSURE RATING- 235 PSI equipped with a factory installed equalizer diaphragm that compensates for any atmospheric pressure or temperature changes. P Tube or piping runs outside of the station tank or into tank -mounted junction boxes providing pressure switch equalization will riot through an opening into a permut-required confined space. Enfty includes ensuing work activities in that space and is considered to be permitted due to their susceptibility to condensation, kinking, pinching, and insect infestation. The grinder pump will be have occurred as soon as any part of the entrant's body breaks the plane of an opening into the space." TO ORDER SS LATERAL, NO FITTINGS fumished with a 6 conductor 14 gauge, type SJOW cable, pre -wired and watertight to meet UL requirements with a FACTORY 2.16 SAFETY: The grinder pump shall be free from electrical and fire hazards as required in a residential environment. As evidence USE PART NUMBER NBO184POl INSTALLED NEMA 6P EQD half attached to ft. of compliance with this requirement, the completely assembled and wired grinder pump station shall be listed by Underwriters 2.12 Stainless Steel Curb Stop/Check Valve Assembly (UNI-LATERAQ: The curb stop shall be pressure-tighl: in both directions. The Laboratories, Inc., to be safe and appropriate for the intended use. UL listing of components ofthe station, or third -party testing to NOTES: ball valve actuator shall include position stop features at the fully opened and closed positions, The curb stop/check valve UL standard are not acceptable. assembly shall be designed to withstand a working pressure of 235 psi.The stainless steel check valve shall be integral with the The grinder pump shall meet accepted standards for plumbing equipment for use in or near residences, shall be free from noise, 1. FOR SS FITTING INTO SS THREAD, USE PIPE curb stop valve. The check valve will provide a full -ported 1-1/4" passageway and shall introduce minimal friction loss at maximum odor, or health hazards, and shall have been tested by an independent laboratory to certify its capability to perform as specified in DOPE OR TEFLON TAPE, NOT BOTH rated flow. The flapper hinge design shall provide a maximum degree of freedom and ensure seating at low back pressure. either individual or low pressure sewer system applications. As evidence of compliance with this requirement, the grinder pump Engineered Thermoplastic Fittings - All plastic fitting components are to be in compliance with applicable ASTM standards. shall bear the seal of NSF International. Third -party testing to NSF standard is not acceptable. 2. FOR PLASTIC FITTINGS INTO SS THREAD, USE All pipe connections shall be made using compression fitting connections including a Buna-N O-ring for sealing to the outside diameter of the pipe. A split -collet locking device shall be integrated into all pipe connection fittings to securely restrain the pipe BOTH PIPE DOPE AND 2 LAYERS OF TEFLON from hydraulic pressure and external loading caused by shifting and settling. TAPE Curb Boxes - Curb boxes shall be constructed of ABS, conforming to ASTM -D 1788. Lid top casting shall be cast iron, conforming to ASTM A-48 Class 25, providing magnetic delectability, and be painted black. AJI components shall be inherently corrosion -resistant to ensure durability in the ground. Curb boxes shall provide height adjustment downward (shorter) from their nominal height. t LID ASSEMBLY WITH PENTAGON HEAD PLUG MATERIAL: CAST IRON SENTRY PROTECT PLUS DUPLEX BACK PANEL TO 11 EXTERNAL VISUAL & AUDIBLE ALARM FRONT OF OPEN (00 0.) REMOTE SENTRY CRY CONTACTS FOR DOOR - 18.02' 04 in M OPTIONAL POWER LOSS HIGH LEVEL _�J ALARM (POWER LOSS ALARM FOR WIRELESS) 104/021121 MW DATE CHIM ME SCALE I I MANUAL ALARM SILENCE 2000S MANUAL RUN 1585, rm"n STATUS LEIYS: NORMAL, PUMP RURANG, HIGH LEVEL TROUBLE INDICATIONS: RUN DRY, OVERPRESSURE, BROWNOUT, F5F-u RED BROWN VOLTAGE, EXTENDED RUN TIME - : 02 20 W Z CRY CONTACTS K �F CONFORMAL COATED CIRCIUIT BOARD (BOTH SIDES) > PADLOCK 3 DEAD FRONT _C:� Y C'4 0 PREDICTIVE ALARMS SENTRY PROTECT PLUS PANEL, DUPLEX REAL TIME PUMP PERFORMANCE C,4 ADJUSTABLE ALARM DELAY ENa_OSURE1 0 ADJUSTABLE RUN TIME DELAY CORROSION PROOF THERMOPLASTIC 5 ALARM FEED ORANGE 6 ALARM RETURN BLUE HOUR/CYCLE COUNTER POLYESTER APPROVED BY ILL FOR NEWA 4X ENCLOSURE ASSEMBLY ELECTRICAL CONTROL ENCLOSURE CONTROL CABLE, Tyn TOP BOARD (PUMP ItMASTER) BOTTOM 130ARD (PUMP 2/SLAVE 0 0 cl� 0 0 0 0 WP -2 _\12 1 1 . /1WP_1 1, 0, LILI- Li L2 PUMP 2 PUMP 1 Wunt& 1 11 11 1111 'm I I i !I!;J POWER 1� SOURCE 45 gas 102/03/121 RID I I WA SIUME WZM CR BY DATE CHM ME SC&E LEGEND PIN 2000S EXTREME RU RED BROWN L= 2 Ll BLACK RED SEWER SYSTEMS L2 WHITE BLACK 3 MWON N SENTRY PROTECT PLUS PANEL, DUPLEX 4 GND, GREEN GRN/YFL 240V BOW DOU13LE POLE POWER 5 ALARM FEED ORANGE YELLOW CONTROL CA13LE: 6 ALARM RETURN BLUE BLUE TYM TO DrWCT MNA, NA0344PO3 six CONX)CTOR EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE MATERIAL: ABS PART NUMBER AVAILABLE LENGTHS .......... 18-30- PBO930GO1 30-42* PBO930GO2 36-54' PBO93OGO3 42-66' PBO93OGO4 48-78* PBO93OGO5 60-102' PBO93OGO6 ORDERED SEPARATELY USING PART NUMBER FROM ABOVE MALE - SOCKET ADAPTER MATERIAL: PVC SCHEDULE 80 1-1/4 NPT (ASSEMBLED BY OTHERS) MALE - SOCKET ADAPTER 1/4 MATERIAL: PVC SCHEDULE 80 1; SCHE ULE 40 1-1/4 NPT PVC PIPE 40) (BY OTHERS) (ASSEMBLED BY OTHERS) 0 Ep TO MAIN TO PUMP V V ALVE CURB STOP WITH FEMALE PIPE THREADS AND VALVE POSITION STOPS (OPEN/CLOSED) WITH INTEGRAL CHECK VALVE MATERIAL: STAINLESS STEEL 1-1/4' SCHEDULE 40 MALE - SOCKET ADAPTER PVC PIPE MATERIAL: PVC SCHEDULE 80 (BY OTHERS) 1-1/4 NPT (ASSEMBLED BY OTHERS) NOTES: 1. SS CURB STOP/CHECK VALVE AND FITTINGS ARE PROVIDED SEPARATELY, TO BE ASSEMBLED BY OTHERS 2. TO ASSEMBLE, APPLY A DOUBLE LAYER OF TEFLON TAPE, AND A LAYER OF PIPE DOPE (SUPPLIED BY OTHERS) TO THE THREADS ON THE PLASTIC FITTINGS AND INSTALL PER THE MANUFACTURER'S INSTRUCTIONS *FOR SS FITTING INTO SS THREAD, USE EITHER PIPE DOPE OR TEFLON TAPE, NOT BOTH 3. ASSEMBLY IS TO BE PRESSURE TESTED (BY OTHERS) 4. ASSEMBLY IS TO BE USED WITH SCHEDULE 40 PVC PIPE 5. TO ORDER SS LATERAL KIT, USE PART NUMBER NCO193GO3 6. CURB BOX IS TO BE ORDERED SEPARATELY, SEE ABOVE SENTRY PROTECT PLUS DUPLEX DIMENSION FROM BACK PAN! TO EXTERNAL VISUAL k AUDIBLE ALARM FRONT OF OPEN REMOTE SENTRY DRY CONTACTS FOR DOOR - 18.02" OPTIONAL POWER LOSS HIGH LEVEL ALARM (POWER LOSS ALARM FOR WIRELESS) MANLIAL ALARM SILENCE MANUAL RUN STATUS LEUS: NORMAL, PUMP RUNNING, HIGH LEVEL TROUBLE INDICATIONS: RUN DRY, OVERPRESSURF, BROWNOUT, VOLTAGE, EXTENDED RUN TIME CRY CONTACTS CONFORMAL COATED CIRCUIT BOARD (BOTH SIDES) PADLOCK DEAD FRONT PREDICTIVE ALARMS REAL TIME PUMP PERFORMANCE I I ADJUSTABLE ALARM DELAY ENa_osuRE1 ADJUS`TABLE RUN TIME DELAY CORROSION PROOF THERMOPLASTIC HOUR/CYCLE COUNTER POLYESTER AppROVED By UL FOR NEMA 4X ENCLOSURE ASSEMBLY ELECTRICAL CONTROL ENCLOSURE TOP BOARD (PUMP 1/MAS7ER) BOTTOM BOARD (PUMP 2/SLAVE limmNSEM- 0 cm� 0 0 01 00 0 I is I I I I VP ­2 0 0 /WP -1 0 I mill L11 AL UMP 2 PUMP 1 GNDiFullpili, POWE SOURCE 1/3-2/3 SPLIT COV (ALUMINUM) WITH. CONTINUOUS SS HINGE FLUSH DROP HAND� PADLOCK STAPLE - ELECTRICAL QUICK-_. DISCONNECT (EQD) MENA 6P POLYETHYLENE-, MOLDED TANK 486 GAL (1840 L) QUICK DISCONNECT-, ASSEMBLY, PVC SLIDE FACE COMBINATION CHECK - VALVE / ANTI-SIPHE VALVE FLAPPER TYP (NORYL) ALARM 25.84' (656 mi.) 175 gal (662 L) 7.84' �453 min) I, 17 gal 443 L) I EQUALIZER (352 mm) 89 gal (337 L) SEMI -POSITIVE DISPLACEMENT TYPE PUMP-' DIRECTLY DRIVEN BY A I HP MOTOR DETAIL PARTS LAYOUT GRADE MUST SLOPE STATION 4�� sw 38.4' 475 mm) DISCH I I DISCHARGE- 1-1/4 NPT, SS -TANK ACCESSWAY SECTION (FIBERGLASS) POWEIR/ALARM CABLE (6 CONDUCTOR) DIRECT BURY tI207 mm) 0 51.4' (1306 mm) DIMENSION LAYOUT 4. W rim) FLEXIBLE HOSE mar.0 3.2' (81 mm) 1 , GROMMET FOR 4' DWV PIPE (STANDARD) WH482-92 GRINDER PUMP STATION N.T.S Ok - C�l Z: LU Q: DO 0 vi C6 Z X LU A0 0 -Lod Z Lw> F =0W - 0 0 <Xmwo Z 0 i_0,ziro < 5 X ir (,i ZOM 0,pDm�- W A WOW HE': llliii�(XMGW? - Z 0 ___1 0 6 0 11 J 11 (00 0.) , - RID - - 04 in M _�J 1111PUZZIN 104/021121 MW DATE CHIM ME SCALE I I PIN FIWTION 2000S EXTREME LEGEND 1 MANUAL RUN RED BROWN 0 - : 02 20 W Z 2 K �F > SEWER SYSTEMS 3 mysl _C:� Y C'4 0 SENTRY PROTECT PLUS PANEL, DUPLEX 4 C,4 11ML 0 12ov eOHz 5 ALARM FEED ORANGE 6 ALARM RETURN BLUE YELLOW BLUE CONTROL CABLE, Tyn NA0344PO4 zt . Lij- LLJ W __J c) > C\1 C\I TO DMcT 01MAL. SIX COPEUCTM 1/3-2/3 SPLIT COV (ALUMINUM) WITH. CONTINUOUS SS HINGE FLUSH DROP HAND� PADLOCK STAPLE - ELECTRICAL QUICK-_. DISCONNECT (EQD) MENA 6P POLYETHYLENE-, MOLDED TANK 486 GAL (1840 L) QUICK DISCONNECT-, ASSEMBLY, PVC SLIDE FACE COMBINATION CHECK - VALVE / ANTI-SIPHE VALVE FLAPPER TYP (NORYL) ALARM 25.84' (656 mi.) 175 gal (662 L) 7.84' �453 min) I, 17 gal 443 L) I EQUALIZER (352 mm) 89 gal (337 L) SEMI -POSITIVE DISPLACEMENT TYPE PUMP-' DIRECTLY DRIVEN BY A I HP MOTOR DETAIL PARTS LAYOUT GRADE MUST SLOPE STATION 4�� sw 38.4' 475 mm) DISCH I I DISCHARGE- 1-1/4 NPT, SS -TANK ACCESSWAY SECTION (FIBERGLASS) POWEIR/ALARM CABLE (6 CONDUCTOR) DIRECT BURY tI207 mm) 0 51.4' (1306 mm) DIMENSION LAYOUT 4. W rim) FLEXIBLE HOSE mar.0 3.2' (81 mm) 1 , GROMMET FOR 4' DWV PIPE (STANDARD) WH482-92 GRINDER PUMP STATION N.T.S Ok - C�l Z: LU Q: DO 0 vi C6 Z X LU A0 0 -Lod Z Lw> F =0W - 0 0 <Xmwo Z 0 i_0,ziro < 5 X ir (,i ZOM 0,pDm�- W A WOW HE': llliii�(XMGW? - Z 0 ___1 0 6 0 Q5 c3 E (00 0.) _J 04 in M _�J t.z 0 zt LL DO ,0 DO C 0 <.- 0 0 UJI -J 0 Co :;� 0 - : 02 20 W Z 7 W > (.0 CF) N (::) t 06 _C:� Y C'4 0 a: LLI C:) C,4 0 > 00 __ < ,5 S2 CO U_ zt . Lij- LLJ W __J c) > C\1 C\I Z C:) < r- 04 !i;i: W Z 0 0 < Ld LL. I _J _J M V) La < Z LLJ _J =) ILL. 0 0 La 0 CL > E Of c, LjJ V) > 0 �__ < Q� CL X M 0:� 0 Ld Z CL V) < 0 0 Z 0 0 ENCINEER CERTIFICATION _'M!0 PH W�OS.CHUIKE FLS'RE(G 47048 F . 4D DAH B. BITTLF , REG, NO, 57311 W LIAM,,�-)STODDARD AH B REG * BTTL No , 5 1 AM STOD 7 F D R. 57605 S SH ET C-503 C 5 PROJEC T NO. 18-182 METERS SHALL BE LOCATED IMMEDIATELY PROPERTY UNE- LI rMGLASS REIWORCIED POLYMER (FRP) CONCRETE LID - INSIDE THE RIGHT-OF-WAY UNLESS MARKER PAINTED OWE RIGHT-OF-WAY LINE 1-1/2"O P.E RIGHT-OF-WAY LINE WITH SKID RESISTANT SURFACE - OTHERWISE DIRECTED BY IRCIDUS METER BOX SERVICE LATERAL � . .. 11 TEST PORT -/".-16 -1 �' ETCH CURB WITH "W` FOR FISERMASS REINFORCED POLYMER [FRP) CONCRETE 1'0 P.E. :UD NOT SHOWN) I 1. .� � t:lt:,,� I I!! 1 � � : WATER SERVICE SCUD HEAVY DUTY TRAFFIC BEARING METER BOX LID I WZ -_ - , - :1 ,�!, ,,� 3 SERVICE CUSTOMER PIPING a MtDE�� MTN SKID RESISTANT SURFACE. LIFT SLOT & 316 SS PIN \1, � FLOW �'�4P4'_������� FLOW SEE NOTE IT. I I � LATERAL 10 . - .. SEE W-7 PRE -PLUMBED METER SDX- I 5 - 11 I hi . - : - - �� - 1'. I)r, OR 2' 90' ANGLE CURS STOP I � . 2 PLAN VIE CORP STOP FINISHED OR a: � - 12LU 0- L --,k � Zz � - BACKFLOW PREVENTER (RPZ) __J � I I I . L� � ROArAY BRASS COMPRESSIONJ - .;,I:. s�., I I WITH RISING STEM GATE VALVES _-t NGLE P., Z v-, 90* A L LOCK11' G WYE BRANCH - .............. L �� P., I . � I I I I CURts b I vil CURB .iTOP -1 . . I I SEE DETAIL 'A' I - �1­ - ��/' Ik/,,< PLAN VIEW .. .�, I �-_ I I n "" _q G L__� , 1;4 .'J - L±1 4I.--�J � !� W - )'�, 9 IRCDUS MAY REQUIRE RADIO READ LID SET METER BOX FLUSH TOP MEW � - -W .a - � WITH FINISHED GRADE 1. ,�:;' , LW CHECK VALVE � woo) . 11 , BRASS LOCKING CURB STO �1�12 L FIBERGLASS REINFORM POLYMER (FRP) _[_ ��,�. 0 \-UNION � 11 - I I 11 - 11 U I :,,,!� TEST .. WITH INTE,RAL METER COUPLIN 12' CONCRETL PRE-PLUMBIED METER BOX , , I PORT '2'9 " - I", , � ; �\ " ----% . M:L` L7� � � \ " + � - - ---,---t ETER - -'JI: , PT . . . , " \'� � .\\ - I 11 I . 0 � -7 \\ "If 'W"/ � / P�l (SEE WYE: 5) �1 7� I �- - < I , - , ­� � PRE-NSTALLED WATER TIGHT GASKET - ,: �, M 2 \ , W W I X I ,* ��� - - - FINISHED LONG 7"CE 0 / x);"\- PROPERTY UNE I � .". .�? . GRADE I / / � ,\ E = . /\ / , , / I I r MARKER BALL MIDE � R -O -W LINE , - BOTTOM OF ALL METER BOXES g , ,"",",�, \'\,�'\,�, , ,\, I PVC CASING SLEEVE Ix 10 . r V, "'i METER BOX WITH LID . ,� ( , WATER MAIN 2 nPr HI , , xl�7_77 I . 1\1 \\,X>\,/, X, � \, / X / Z �/>>/�/>\/,?�/0>1 - NGED CAST IRON METER BOX UD , / , / \// �//, )//\ )�>� �"gx/o/\,-og, . -,\//, Kl</\ \,</,��, X X, X / /1�0\��\/��K\��\/< )/-/R,�\,-\�\/�'�'�r\,­, ��\�\�\�\�\�\�� 1'�\\��\�/ / �\�,� I N , , � ' +�Z� / " / ',��K� \ �\ , , ,� DOUBLE STRAP TRACE WIRE (SEE N - . . : r//Z.,."-.,��////�///////."1 I ,/\X ,>� ,�, ��, \r \�/ \ , � ,� \/ `�/ \ /, 1 5ZIII� ,:\/ / , �� / / , , / , / / �//Y,// //,�/ , / , RUBBER GASKET REWD 3/4- NIPPLE , SERVICE SADDLE SEE W-7 '0 0 , F) 0 . . ,/ I /,� " - , - -, w, , I I . I - SOLID METER BOX LID SEE NOTE 3 - r_��, �/\��/Kx��A,,�/// ,\ ,\\I& OTE B)- 2 0 - . I il_z 71r , �/;\/ '�'/\/,\� ,�l/\��/\�\�<�//\��\\/�/���,""K�\�,./� �/\/��/,/\ ..... /\\,/\\/ - * - 14k I / - I . - -- - . .-*. , 1 3/4- IN LINE CHECK VALVE I - _R AS NEEDED TO TRANSITION I ELEVATION 90' ANGUE< -0 *.*-'... : ...t... .. . . L FL;W REDUCER FLOW - CURB . "' ' I CURB STOP \'-'FROM SERVICE PIPE TO RPZ PIPING L --`*M* *A.RKER BALI *[N�DE * , �_WATER MAIN WATER MAI NOTES I _��, BOTTOM OF ALL METER BOXES 1� . I.'- .. 3/4- NIPPLE ELEVATION 11. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON CENTER. - � *__ - - FTOW r FLOW - - . 2. ALL SERVICES REQUIRE 36' MINIMUM COVER. RUBBER GASKET REQ'D- 1'0 (MIN) CUSTOMER PIPING I I NOTES 3. MINIMUM SERVICE SUE SHALL NOT BE LESS THAN 1-0. DUAL SERVICES SHALL BE A MINIMUM 1-11ro. SEE W-7 (BY OTHERS) 70ILE SERVICES SHALL BE A MINIMUM eO AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. I-0 1/2- SCH. 80 4� 1-0 A 1-1/2-0 LONG SERVICES REQUIRE A 2' MINIMUM I.D. SLEEVE. rO LONG SER'VICES REQUIRE ELEVATION I DRAIN HOLES PVC IDLER 1. ALL BUILDINGS WITH FIRE SPRINKLER PROTECTION SYSTEMS INCLUDING COMMERCIAL. SINGLE FAMILY A 3 MINIMUM I.D. CASING SLEEVE. CASING SLEEVE SMALL BE SCHEDULE 40 P.V.C. � - RUBBER GASKET (BOTH SIDES) RESIDMTIAL AND MULTI -STORY. MULTI -FAMILY AM REOUIRM TO INSTALL A DOUGUE CHECK 5. ALL METERS rO OR SMALLER SHALL BE SUPPLIED AND INSTALLED BY IRCDUS. ALL METERS GREATER THAN BACKFLOW PREVENTER NTH A REDUCED PRESSURE ZONE (RPZ) FEATURE AS DETERMINED BY IRCDUS. 2-0 SHALL BE SUPPLIED AND INSTALUED BY THE DEVEILOPER/PROPERTY OWINER. REFER TO NIPROVED NOTES Z ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN 2'0. SECTION VIEW DETAIL "A" S. PIN LOCKS WITH PLASTIC DUST CAPS SHALL SEE PURCHASED BY THE DEVELOPER AND/OIR CONTRACTOR I. METERS OVER r# MUST BE APPROVED BY IRCDUS AND SHALL BE SUPPLIED AND INSTALLM 3. APPROVED EQUALS HAVING FULL UL, NSF. USC. AND AWWA CERTIFICATIONS MAY AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS INSIDE METER BOX, SAMPLING POINTS, AND BY THE DEVELOPER/PROPERTY OWNER. - BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. VA10 SERVICE CONNECTIONS AT THE 71WE OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS 2. ALL METERS 2*0 AND SMALLER WILL BE SUPPLIED AND INSTALLED NOTES 4. SUPPORT SACKFLOW MVIENTER FROM WALL, IF REQUIRED, NTH APPROVED PIPE SUPPORT SYSTEM. BY IRMUS. 7. CURB STOPS SHALL 13E THE SAME SZE AS THE METERS THAT ARE INSTALLED. & MINIMUM WE OF METER BOXES. 1-0 SERVICE (12- X 18-Y 1-1/2-0 AND 1. PRE -PLUMBED METER BOXES PER IRCDUS APPROVED MANUFACTURER'S PRODUCT LIST. PIPE SUPPORT SYSTE10 SHALL BE BRASS, COPPER OR W.P., AS APPROVED BY 1RCDUS. & TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. 2-0 SERVICE (17- X 29-). 2. DIMENSIONS OF PRE-PLUMBM METER BOXES WILL VARY BETWEEN MANUFACTURERS. 5. PIPING 2-1/2' OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 0. PLACE A IC ELECTRONIC MARKER BALL INSIDE BOTTOM OF ALL METER BOXES. 4. TRACE WIRE (NOT SHOWN) TO BE INSTALLED AS PER DETAL M -I& 3. SOLID METER BOX UDS SHALL BE HEAVY DUTY TRAMC BEARING NTH A SKID RESISTANT S. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 10. ALL RESIDENTIAL AND ONE ERU SERVICES SHALL BE 5/9- MEMM & PLACE A 4" ELECTRONIC MARKER BALL IN THE INSIDE BOTTOM OF ALL METER BOXES. SURFACE A LIFT SLOT AND STAINLESS STEEL (316) LIFTING PIN. 7. RPrS SHALL BE INSPECTED, CERTIFIED AND REPORTED ON AN ANNUAL BASIS IN ACCORDANCE 11. ALL METER BOXES TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 6. ALL METER BOXES SHALL BE PER IRCIDUS APPROVED MANUFACTURERS! PRODUCT LIST. 4. METER SOX LIDS WITH RADIO READ LIDS MAY BE REQUIRED BY IRCDUS, N07 SHOWN IN DRAWINGS. WITH THE INDIAN RIVER COUNTY CROSS CONNECTION CONTROL PROGRAM REQUIREMENTS. DRAWING DRAWING G DEDIAN RIVER Coum NO. TYPICAL PRE -PLUMBED DRA"N DRAWINO DMIAN lam Cotim NO. MIAN WER COUM NO. MIAN RIVER CIDUNW RE in MWARrIUM OF WATER SERVICE DZPARTIMM OF METER BOX DIPARTMMT DIP METER BOX DEPARnUM OF UTRM SERVICES (INSIDE RIGHT-OF-WAY) W-4 UTHM SZEIVICES 1 W-6 UT= SERVICES W-7 UTH= SEIIVICES BACKFLOW PREVENTER W-11 0 - 0 I,II""""= 0 (ENCLOSED) - 0 (RPZ) __ . � GENERAL UTILITY NOTES WATER MAINS - PVC & DUCTILE IRON (CONTINUED) . ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH'INDIAN RIVER COUNTY WATER, WASTEWATER & RECLAIMEDWATER UTILITY CONSTRUCTION 2. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS. WASTEWATER OR STORM WATER FORCE . STANDARDS, MARCH, 2018." MAINS. AND RECLAIMED WATER PIPELINES. FITTINGS . UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. k ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO :SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MADE. ALL FITTINGS SHALL THE FOLLOWNG SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE"INDIAN RIVER COUNTY WATER, WASTEWATER & RECLAIMED WATER UTILITY OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT BE MOLDED OR FABRICATED BY THE MANUFACTURER. NO FABRICATED FITTINGS SHALL BE CONSTRUCTION STANDARDS, MARCH, 2018.'WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CLEARLY LEAST 12 INCHES BELOWTHE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER USED UNLESS APPROVED BY IRCDUS. UNDERSTOOD OR A CONFLICT BETWEEN THIS SPECIFICATION AND THE REFERENCED PUBLICATION, THEN THE AFOREMENTIONED PUBLICATION SHALL PIPELINE. B. ALL TRANSMONS FROM HDPE PIPE TO PVC OR DUCTILE IRON SHALL BE MADE PER THE BE REFERENCED AND SHALL APPLY. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, HOPE, PVC, OR DUCTILE IRONE PIPE MANUFACTURERS' RECOMMENDATIONS AND . THE CONTRACTOR SHALL NOTIFY AT&T, C.T.V., FLORIDA POWER AND LIGHT, INDIAN RIVER COUNTY UTILITIES, U.N.C.L.E. AND ANY OTHER UTILITY WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER SPECIFICATIONS WHICHEVER IS MORE STRINGENT. A MOLDED FLANGE CONNECTOR PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ADAPTER WITHIN A CARBON STEEL BACK-UP RING ASSEMBLY SHALL BE USED FOR PIPE . ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V. INSPECTION, AND OTHER ABOVE THE OTHER PIPELINE. TYPE TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MATE WITH CAST IRON FLANGE TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED PER ANSI B16.1. A 316 STAINLESS STEEL BACK-UP RING SHALL MATE WITH A 316 STAINLESS SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. FLANGE PER ANSI B16.1. TESTANSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM C. THE MANUFACTURER MUST CERTIFY COMPLIANCE WITH THE ABOVE REQUIREMENTS. . A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS/LABOR) TO INDIAN RIVER COUNTY AT THE ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED JOINTING METHOD CLOSE-OUT OF THE CONTRACT, TO GUARANTEE THE UTILITY SYSTEM FOR ONE (1) YEAR. WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., ANDAT LEAST SIX FEET FROMALLJOINTS IN GRAVITY- OR PRESSURE-TYPE A THE HDPE PIPE SHALL BEJOINEDWITH BUTT, HEAT FUSION JOINTS. . THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET OF SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER B. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE REPRODUCIBLE MYLARS AND FIVE SETS OF BLUE/BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR LICENSED SURVEYOR, 62-610, FA -C. BUTT -FUSION PROCESS. ALL PIPE SO JOINED SHALL BE MADE FROM THE SAME CLASS AND TYPE ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED WATER MAINS - PVC & DUCTILE IRON 3. SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. IN STANDARD LAYING LENGTH's NOT TO EXCEED 50 FEET. PIPE MATERIALS C. ALL ABOVE GROUND HOPE PIPE SHALL HAVE FLANGE ADAPTERS. BELOW GROUND SHALL BE Mi . ALL PIPE INTENDED FOR POTABLE WATER SHALL BE DESIGNED FOR A MINIMUM WORKING PRESSURE OF 350 PSI. . (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE ADAPTERS. . DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT MANUFACTURED IN ACCORDANCE WITH AWWA. SPECIFICATION C150/A21.50-96 CLASS 350, BASED ON (B) EFFECTIVE AUGUST 28,2DD3, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, PIPE IDENTIFICATION MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF 42 KSI, AND USING A MINIMUM WORKING PRESSURE OF 200 PSI, AND A LAYING CONDITION ANY PART OF A STORM SEWER MANHOLE OR INLETSTRUCTURE. A THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT "TYPE 2."ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. INTERVALS NOT EXCEEDING 5 -FT.: NAME ANDIOR TRADEMARK OF THE PIPE MANUFACTURER. . LINING AND COATING (DUCTILE IRON PIPE), 4. SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS, RECLAIMED NOMINAL PIPE SIZE. DIMENSION RATIO. THE LETTERS PE FOLLOWED BY THE POLYETHYLENE 1. LINING: CEMENT MORTAR LINED AND SEAL COATED PER AWWA. C104 (ANSI A21.4-95). WATER PIPELINES. AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. GRADE IN ACCORDANCE WITH ASTM D1 248, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS 2. COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (1) MIL. IN 160'S OF PSI, E.G., PE 3408. MANUFACTURING STANDARD REFERENCE, E.G,, ASTIVI F714 OR 3. REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF I MIL. DRY THICKNESS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM D-3035, AS REQUIRED. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF . 3"DIA OR SMALLER POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO ASTM 2241, LATEST REVISION. JOINT DESIGN TO MEET ASTM D 3139. ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER MANUFACTURE CAN BE DETERMINED. RUBBER RINGS SHALL CONFORM TO ASTM F 477 AND D 1869. PIPE TO BE MADE TO EXCEED THE REQUIREMENTS OF THE MATERIALS SECTION OF ASTM PART III OF CHAPTER 62-610, F.A.C.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE B� HOPE PIPE USED FOR POTABLE WATER WILL HAVE A'BLUE'STRIPE AND RECLAIMED WATER D 2241 - PIPE SHALL BE SDR 21 WITH PRESSURE RATING OF 200PSL NO SOLVENT WELD JOINTS ARE PERMITTED. SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE WILL HAVE A'PURPLE'STRIPE, CONTINUOUS ALONG THE ENTIRE LENGTH OF PIPE. . 4" THORUGH12'DIA POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST ANVA STANDARDS C900-97, OR LATEST REVISION, OR SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELJNE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER C� NUMBER 10 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR C909-93, OR LATEST REVISION, AND ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 62-610, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED �OWSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED AFFIXED TO THE TOP OF ALL PIPE AND FITTINGS. SEE TRACE WIRE DETAIL M-13. 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE VVITH A MINIMUM WALL THICKNESS OF DR1 B. IN SECTION 381 D065(2), F.S., AND RULE 64E-6.002, F.A.C. . 14�'THORUGH 36'DIA POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900-97, OR LATEST REVISION AND 5. PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6' BELOW THE BOTTOM OF THE TESTING ASTM D1784 AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFILL SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND K ALL HDPE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. 6. WATER MAINS MUST BE INSTALLED WITH A MINIMUM OF 36'OF GROUND COVER AND 4Z'BELOW ROADS, DRIVEWAY OR PARKING LOTS IN B. ALL WATER MAINS SHALL BE TESTED AT 150 PSI. THE TEST PRESSURE SHALL BE MEASURED . ALL PVC PIPE SHALL BE BLUE IN COLOR AND IN ACCORDANCE NTH IRCDUS APPROVED MANUFACTURER'S PRODUCTS LIST OR EQUAL. ACCORDANCE WITH DETAJLS AND SPECIFICATIONS IN THESE PLANS- ON SITE IN THE PRESENCE OF IRCIDUS PERSONNEL DURING THE TEST PERIOD. . PIPE SHALL BE IDENTIFIED BY ITS NOMINAL PIPE SIZE, PLASTIC PIPE MATERIAL CODE, SDR CLASS, PRESSURE RATING, ASTM DESIGNATION, C ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF IRCDUS. MANUFACTURERS' NAME, PRODUCTION CODE, AND THE NSF SEAL FOR POTABLE WATER (NSF -PN. MET VIAMOXES SHALL BE"CDR" TYPE TRAFFIC BEARING BOXES- D, PRIOR TO TESTING, THOROUGHLY CLEAN ALL NEW PIPELINES AND CLEAR OF ANY . POLYETHYLENE TUBING: SEE THIS SHEET OBSTRUCTION, BY ANY MEANS NECESSARY. ALL DEBRIS CLEANED FROM THE LINES SHALL BE JOINTS �ESTING . JOINTS SHALL BE PUSH -ON RESTRAINED BELL AND SPIGOT RUBBER GASKET TYPE (AWWA C1 11) ONLY UNLESS OTHERWISE APPROVED BY IRCDUS. NO . HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WTH A.W.W.A. STANDARD C600 AND AWW.A MANUAL REMOVED FROM THE JOB SITE. SOLVENT WELD OR THREADED JOINTS W LL BE PERMITTED. PRESSURE RATING SHALL BE 35OPSI. M23. CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE E TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER. EXPEL AIR . RESTRAINING JOINTS, WHEN REQUIRED, SHALL BE IN ACCORDANCE NTH IRCDUS APPROVED MANUFACTURERS' PRODUCTS LIST OR EQUAL. ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. COMPLETELY FROM THE LINE DURING FILLING AND AGAIN BEFORE APPLYING TEST FITTINGS DISINFECTING PRESSURE. APPLY INITIAL TEST PRESSURE AND ALLOW TO STAND WITHOUT MAKEUP - . ALL POTABLE WATER LINES SHALL BE DISINFECTED IN ACCORDANCE NTH SECTION 10 OF THE"INDIAN RIVER COUNTY WATER, WASTEWATER& PRESSURE FOR TWO TO THREE HOURS, TO ALLOW FOR DIAMETRIC EXPANSION OR PIPE . ALL FITTINGS SHALL BE DUCTILE IRON PUSH -ON RESTRAINED OR MECHANICAL JOINT AND SHALL CONFORM TO AV\WA SPECIFICATIONS C1 10 STRETCHING TO STABILIZE. AFTER THIS EQUILIBRIUM PERIOD, APPLY THE SPECIFIED TEST. (A21.10-98), OR CC153 (A21.53-00), OR LATEST REVISIONS AND SHALL BE CLASS 350. FITTINGS SHALL BE CEMENT MORTAR LINED AND SEAL -COATED IN RECLAIMEDWATER UTILITY CONSTRUCTION STANDARDS, MARCH, 2018," AND AWWA. STANDARD C651 AND RULE 62-555.345. PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. ACCORDANCE WITH AWWA STANDARD C1 04 (A21.4-95), OR LATEST REVISION. ALL ABOVE GROUND FITTINGS SHALL BE FLANGED JOINT, IN WATER SERVICE F. ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST ACCORDANCE WITH ANSI SPECIFICATION B16.1 FOR CLASS 125 FLANGES. BOLTS SHALL COMPLY WITH ANSI SPECIFICATION B18.2. . CROSS-LINKED POLYETHYLENE (PEXa) TUBING SHALL BE ALLOWED FOR USE AS POTABLE WATER PIPE. TUBING SHALL HAVE AV,IORKJNG SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF POLYETHYLENE PIPE; VALVES PRESSURE OF 200 PSI @ 73.4-F, AND CORRESPOND TO DIMENSIONS AND TOLERANCES OF ASTM - D2239. "INSPECTION, TESTS, AND PRESSURE OF THE PIPE", UNLESS OTHERWISE APPROVED BY THE . AILE BURIED VALVES SHALL MEET REQUIREMENTS OF AMA C509 - C515, RATED FOR 150 PSI AND MIN 300 PSI TEST, AND BE RESILIENT SEATED GATE . JOINTS SHALL BE OF THE COMPRESSION TYPE OR COMPRESSION -SLEEVE TYPE UTILIZING A TOTALLY CONFINED GRIP SEAL AND COUPLING ENGINEER. THE OPERATION SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC VALVES WITH CAST IRON BODY, BRONZE -MOUNTED, RESILIENT SEATED, NON -RISING STEM TYPE FITTED WITH -0-RING" SEALS. VALVES SHALL BE NUT. STAINLESS STEEL TUBE STIFFENER INSERTS SHALL BE USED. TESTING, MONITORED MAKE-UP WATER TEST, TABLE III, ON PAGES 24 AND 25 AS PUBLISHED MECHANICAL JOINT, ANSI STANDARD 21.1 1. ALL BOLTS TO BE 316 STAINLESS STEEL BY THE PLASTIC PIPE INSTITUTE (PPI). IF THERE ARE NO VISUAL LEAKS OR SIGNIFICANT FIRE HYDRANTS WATER MAIN - HIGH DENSITY POLYETHYLENE PRESSURE DROPS DURING THE FINAL TEST PERIOD, THE INSTALLED PIPE PASSES THE TEST. . SHALL BE TRAFFIC TYPE, 5114"VALVE OPENING AND MANUFACTURED PER THE APPROVED MANUFACTURERS' PRODUCTS LIST., COMPLYING WITH MATERIALS FOR PIPE SIZES a'AND SMALLER G. IF ANY TEST OF PIPE LAID DISCLOSES LEAKAGE AND SIGNIFICANT PRESSURE DRIP GREATER ANVA STANDARD C502-94 OR LATEST REVISION. A MATERIALS USED FOR THE MANUFACTURE OF HIGH DENSITY POLYETHYLENE (HOPE) PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 THAN THAT ALLOWED, THE CONTRACTOR SHALL, AT HIS/HER OWN EXPENSE, LOCATE AND . SHALL HAVE 6'MECHANICAL JOINT ENDS WITH HARNESSING LUGS. 2 -2 � HOSE NOZZLES AND I - 5 T'PUMPER NOZZLE (NATIONAL STANDARD HOSE POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION 334434D PER ASTM D3350; AND MEETING TYPE III, CLASS C, CATEGORY 5, REPAIR THE CAUSE OF LEAKAGE AND RETEST THE LINE. THE AMOUNT OF LEAKAGE WHICH THREADS), WITH CAPS ATTACHED BY CHAINS. GRADE P34 PER ASTM D1248. WILL BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS. . SHALL BE PAINTED FEDERAL SAFETY RED. B. HOPE PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-99 OR LATEST REVISION. H. ALL VISIBLE LEAKS ARE TO BE REPAIRED REGARDLESS OF THE AMOUNT OF LEAKAGE MARKING C. DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTIVI F714. HOPE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3251. HOPE OTHER . TRACT WIRE IS REQUIRED OVER OR AROUND ALL PIPES UNLESS OTHERWISE APPROVED BY IRCDUS. SEE DETAIL M-16. PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER. ALL HOPE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC A. ALL OTHER APPLICAPLE SPECIFICATIONS FOR WATER MAINS WRITTEN/PROVIDED FOR IN INSTALLATION DESIGN BASIS (HDB) OF 1,600 PSI. THESE PLANS (IE: VALVES, FIRE HYDRANTS, MARKINGS, INSTALLATION, TESTING, (TAKEN FROM D.E.P. SECTION 62-555.314 LOCATION OF PUBLIC WATER SYSTEM MAINS.) D. HDPE PIPE AND ACCESSORIES 3'AND SMALLER IN DIAMETER, SHALL BE 160 PSI AT 73.4*F MEETING THE REQUIREMENTS OF STANDARD FOR THE PURPOSE OF THIS SECTION, THE PHRASE -WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER DIMENSION RATIO (SDR) 9 AS MINIMUM STRENGTH. DISINFECTION, METERBOXES, ETC ... )SHALL BE COMPLIED WITH. RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER E. PIPE MANUFACTURER MUST CERTIFY COMPLIANCE, WITH THE ABOVE REQUIREMENTS. SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. MATERIA PI�Jtj% 4"AND LARGER 1. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE A :AR?% R THE MANUFACTURE OF HIGH DENSITY POLYETHYLENE (HOPE) PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 MAINS RECLAIMED WATER PIPELINES ANDON-SITE SEWA �E T E TP%WAND DISPOSAL SYSTEMS. POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION 345434C PER ASTIVI D3350; AND MEETING TYPE III, CLASS C, CATEGORY 5, (A) NEW 6`li RELOCATED, UNDERGROUN6V,�TER I 2 MD OVIDE A HORIZONTAL DISTANCE OFAT LEAST THREE FEET BETWEEN THE GRADE P34 PER ASTM D1248. OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN, OR PIPELINE B. HOPE PIPE SHALL COMPLY WITH ANNA SPECIFICATIONS C901-96 OR LATEST REVISION. . CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.AC. C. DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM D3035. HDPE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. HDPE (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER ALL HOPE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. DESIGN BASIS (HDB) OF 1,600 PSI. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY D. HOPE PIPE AND ACCESSORIES 4"AND GREATER IN DIAMETER, SHALL BE 160 PSI AT 73.4oF MEETING THE REQUIREMENTS OF STANDARD TEN FEET,BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -OR PRESSURE-TYPE SANITARY DIMENSION RATIO (SDR) 1 1 AS MINIMUM STRENGTH. SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE E. PIPE MANUFACTURER MUST CERTIFY COMPLIANCE, WITH THE ABOVE REQUIREMENTS. MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LA1 D AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E -6.00Z F.A.C. I GENERAL INFORMATION REQUIREMENTS 1 . All As -Built Record drawings shall meet the minimum requirements of the Chapter AJ -17, Florida START CONSTRUC11ON I Administration Code Pursuant to section 472 of the Florida Statutes. STA. 121+23.16 - FIRE HYDRANT ASSEMBLY 2. All state plane coordinates shall be based on the Florida State Plane Horizontal data (East Zone); MJV 6" 16 TURNS LEFT N ligg2oao 16" PVC - 15 LF or Florida High Precision Geodetic Network (superstation) and NAD 8311999 - final adjustment, or E 839180-8 the most current datum adopted by Indian River County. STA. 121+93.20 INFO REQUIRED FOR ALL FITTINGS, 3. All elevations shown shall be based on 1988 NAVD. OFFSET LT. 20' MANHOLES, SLOW -OFFS, WATER SERVICES, TOP OF PIPE EL 4.51' FIRE HYDRANTS AND PIPE AT 50' INTERVALS 4. All As -Built Record drawings shall be tied to a minimum of one (1) permanent reference monument - STA I M400 LT * 30' N 1199203.0 (P.R.M.) at the end of each project. One P.R.M. shall be tied to a minimum of one (1) section comer WATER MAIN 16!'PVC E 839180.8 or one-quarter (I /4) section comer whichever is closest to the project. State plane coordinates shall TOP OF PIPE EL 4.37 RIW - STA. 123+45.00 06-49-34-002-00904X=3.0 OFFSET LT. 30' be physically shown on the drawing next to the P.R.M. used. WSO TOP OF PIPE EL 4.44' 5. Horizontal Control Monumentation for utility lines shall be a minimum of two (2) points at a ._� _ EXISTING 16!'W M --- --- - ---------- 17F ------ ----- ­­15T�0770NE ------ ---- 7 maximum of 1,400 feet between points and shown on all plans. EXISTING 16" G . �( I I 1 6. Vertical Control (when required) for linear utility lines, such as sewer, shall have a maximum of - V&B b � - 1,100 feet between existing construction or established benchmarks. 0 b 7. All surveys that are required for the use of engineering design, and are located Within a distance of CN * � one (1) mile from any Indian River County Global Positioning System (G.P.S.) control project e.o.p., I e.o.p. --'---'-"-"- -,-. ;­ - -1-1-1 I -,,,- monuments, shall be tied into the GPS monument from one (1) permanent reference point or the - 37TH PLACE subdivision comer that is along the survey route and shall then be tied to the survey base line. 119+00 �9 120+00 121+00 122+00 123+00 j� 124+00 8. All incoming As -Built Record drawings (24":X36") shall state in 1" lettering "AS -BUILT" and the I I I I I I I I I I I I I I I I I I I I I I I I �0 I I I I datum used in III lettering in the lower right hand side of the drawing original and/or copies along b \- BASELINE OF IX With as -built date. All incoming As -Built Record drawings shall be received on a CD, as an CONSTRUCTION b C:) electronic copy, AutoCad 2012 format, or latest version, With a tie to a minimum of two (2) state 1 6_Wp­_ - � � ... � - plane coordinates. (NOTE: Prior to submitting the electronic copy, one (1) copy of each as -built EXISTINGB"GV&B b shall be submitted for review and approval. After all approvals, a (24"xW") Mylar reproducible EXISTING 8" FK 1111 - III along with five (5) signed and sealed copies of each as -built shall be submitted. All As -Built Record b q, - I drawings shall be in a minimum scale of I"=-40' EXISTING 16" REUSE W.M. / 9. A minimum text size of 1/8" is required on all construction/route survey and as -built record drawings. [j, _�] / --- ______ I - ---------- - - -- - ------------------- 10. All As -Built Record drawings shall be certified by the project engineer or contracting surveyor. --I- -r- WSo-JWSO PRO .... I E 11. All As -Built Record drawings shall clearly depict as -built utility lines that were constructed along with I I I RM J I 1 5, I 1 121 +00 RT. 1 1.0, J STATE PLANE COO DINATE I their respective easement (if required). As -Built Record drawings will not be accepted unless the I OFFSET AS -BUILT DRAWING 88 verbiage "PROPOSED" and/or "TO BE CONSTRUCTED" have been revised to read "AS -BUILT". I STA. STATION NUMBER I I It FORCEMAIN6"PVC (EXAMPLE -LOWER RIGHT CORNER, I" LETTERING) �_ . I TOP OF PIPE EL 2.25' TYPE OF VALVE As -Built Record drawings with "TO BE CONSTRUCTED" terminology will not be accepted. Z �� I TOP ELEVATION W � 1"a NUMBER OF TURNS 12. All as -built utility construction located within the rights-of-way, easements and alike shall be tied to � - 1�0 0649-33-002-009D-00001.3 TO OPEN OR CLOSE & I I 11 DRECTION the respective rights-of-way, easement, etc. every 1,000 feet and change of direction. UU � I A PARCELNUMBER 6 Z i �_ � 11 1 Z3 6 I I P I I Z) 1 06-49-13-002-0090-=1.2 \1 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. Baseline AS -BUILT DRAWING stationing shall be every 100', control points set at every 500' and at angle change of direction. (EXAMPLE) 15. All As -Built utility lines shall be shown With a wider, solid line. 16. Top of pipe elevations & stationing to be typed, listed, sealed & submitted by the engineer for locating the air release valves as construction proceeds. 17. Shown With a thin dashed line, top elevations of As -Built utility lines and existing utility lines shall be shown for all utility crossings. GENERAL INFORMATION REQUIREMENTS WHEN MEMM CANNOT BE LOCA7M IMMIEIDIAIMY INSIDE THE RIGHT OF WAY-%%- W Z THEY MAY BE LOCA10 INSIDE THE PROPERTY LINE AS DIRECTED BY IRCDUS :3 Fwam RDFOW POLYMER (f") 0MIETE: MARKER 5 PAIN70 Z�"q I SOLID HEAVY WTY TRAFFIC BIEARING METER BOX LID n WITH SKID IRESISIANT SUWACE, Uff = &.316 ss I" IN 0: ETCH CUR11 WITIH *V FOR SM W-7 PRIE-PILUMM METER BOX - WATER SERVICE I I 1* I 11r OR Z W ANGILE CURB STOP I I &iP SW R WAY r -O ir-e MNISHIED . I r_r I SIDEWMX -4me;f- ..I".,.�,,,,,,,��..,.I"�,.i.,�"... / .. J \/ , I I - I.- I' =­ ­�-777/,_/�/, ,-////, ��,/X� JS 51�' ­ I ... I \ I, *7 � , /\�X'�)// ,M//�w � - \ ,,/1\11�:,,Q/� " 0 // , I ... 7 " , _\ \��X)�\ �1, \ 114�/ ,\/, I 1, '/ \ /�\�/\>>/ � " � I Is I I " I . !R8 � L_ r_.TRACE 'AIRE - I , . DETAIL M-13) - I (bILL �, /,�\// X , - - , ,\� ,/ ..... / . 1� - __ __ - METER _____3_q1 " - � - -_ - LONG SERVICE >. / I I 9 - Ir MOM BALL I INSIDE BOTTOM ALL METEIIS LPvc CASING sumvE !61 III -RUBBER GASKET IRIEVO VAI�MA (ECTEIRD UNDER SIDIEVAUK - SEE W--7 7DOUB PER IRCIDUS) a SERVICE SADDLE ELEVATION a: I I * .V SEE NOTES WDUN RIVER COUM IDEPARTUM OF I Pi W-4 - U77][Iff SERVICES (OUTSIDE RIGHT-OF-WAY) (), a I 0 1 . Existing right-of-way limits and/or easements within the limits of construction. 2. Survey baseline stationing every 100', control points set every 500% and at angle change of direction. . 3. Show cross section elevations at grade every 100' for gravity sewer line construction and 50' for water line and force main construction. Elevations thaf reflect any significant change in grade between the previously stated footage shall be shown on plans. 4. Existing parcels, tracts, and lot corner locations shown with front footage dimensions per plat when platted. If construction project is along back of lots, then show back lot dimensions. 5. Existing roadway edge of pavement or edge of dirt road. 6. Existing utilities as located in field (water, sewer, telephone, electric, cable TV, etc.) (NOTE: Sunshine One to be contacted by surveying firm prior to survey locate; with the intent of county excavation.) 7. Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) 8. Existing curbs, driveway widths and types. 9. Existing drainage pipe crossings and driveway culverts (type, sizes and invert elevations.) 10. Existing swales and/or ditches and elevations every 100' at top and bottom if Within area of construction. 11. Existing fences. 12. Existing trees and/or shrubbery. 13. All other non-movable items such as mailboxes, flag poles, etc. 14. All street names. 15. All commercial and single/multi family residence must have parcel I.D. indicated on the plan. 16. All projects, which utilize lift stations, shall specify on plans as to whether or not subject lift stations are to remain private or are to be dedicated to the county. 17. All fire hydrants and valves shall be located with state plane coordinates, station number and off -set and shall be clearly identified on the as -built drawing. 18. All valves shall be clearly identified by size, type, top elevation and directiontnumber of turns to open or close each valve. 19. Horizontal directional bores shall have a profile or cross section drawing and include the bore log. 20. The contractor is to provide the name of business or residence, street address and tax I.D. number for all properties adjacent to line extensions. PROVIDE TRENCH DETECTION TAPE SLOPE AS REQUIRED (SEE NOTE #6) PROVIDE TRENCH FINISHED GRADE SLOPE AS REQUIRED .* - 41 � �i.__ , - - 1, .1. - `_b�_ - " I ,I I I - .11 . � - � . I I - � - � , , - � -_ __ � I __ = � , I 1 C14 1 1 _:1 - � I Z - I - - _1 �� 6" MAX. LAYERS I W OR OTHERS APPROVED --- LIJ I -C > METHOD TO ACHIEVE � 0 98% COMPACTION 0 (SEE NOTE 4) = to 0 � = I V I 11 - � , , - - - - � - 6" MAX .. � INVii, I , � � / LAYERS' I 1&11ffi5�11vllj i ..... "­*_ . . AT 98% .. ­ -1 ..... , MAINTAIN TRENCH WIDTH X -O" ABOVE TOP OF PIPE _ _ 9 N MAXIMUM WATER -\ = '*' LEVEL ALLOWABLE DURING CONSTRUCTION '. 1� 3/4" DIA. BEDDING ROCK -Z"' OR PEA ROCK WHERE 12" PIPE 12" 1 ' UNDISTURBED CONDITION REQUIRE . nr*. - SOIL , -TRENCH WIDTH .W I ELEVATION NOTES: I . WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION - 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3- COMPACTION PERCENTAGES SHOWN REFER TO AASHITO T-180. 4� MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND 11 VIBRATORY MEANS. 5. TRENCH WIDTH W = PIPE O.D. PLUS 7-17� & 2'WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1 * BELOW SURFACE. TAPE TO BE MARKED2'CAUTION: WATER LINE BELOW, CAUTION: FORCE MAIN BELOW', OR"CAUTION: REUSE WATER MAdN BELOW. TRACE WIRE SHALL ALSO BE USED CONTINUOUSLY ON ALL PIPE. (SEE DETAIL M-13). 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 8- ALL PIPE TO BE LOCATED 6 O.C. (TYPICAL) FROM EDGE OF PAVEMENT, PER FOOT INDEX 105. TRENCH DETAIL (UNPAVED EASEMENTS) LOCATE MARKER FINISHED GRADE BALL IN ALL METER EDGE OF BOXES __\ I 1, . .. .. I 1. - I Z A-, PAVEMENT . = 1� V I LOCATE _"" + TAPE HALF HITCH AT ALL SERVICE TAPS & EACH END _L OF ALL FITTINGS "W.1111-01 , " 5. ". f ") 2 h� T PLAN VIEW ___ "I - - - ---,, - . 1� _�*,� CONTINUOUS #10 STRANDED COPPER TRACE WIRE ELEVATION -SERVICE DETAIL ("W�) 2" 0 TRACE W RE HOUSING WITH CAP (SEE M-5) VALVE BOX PAD 13all C1r%I I AMC 1�17= RA &% I \�I_ + - I I= TYPE I PAVED TRACE VALVE BOX PAD /� FINISHED GRADE WIRE 24" SQUARE (SEE M-15) _ _ , ,, � 11-.1.1 ... . .... ... . . . . . . .. .. " , "' i��1.1'?,'!��!!!!' �` f ",x,�****:­ iiii�g I -0;ii**.?*.`.._ ��ff : �,�'Afiii�i�i,./R , ,,��'. 0,,,.: ,e- X**, ;,'� 11 , -1 1: S.4 =� '_ 1�' - I TYPE 11 1� 11�1' :::::: ,� � w . .1 � ::::: �: :� I . . - I .1 � A "I - �� -A 11 UNPAVED AREA T: " 1 � I ��� A.:��t - �� I _t _t \ 4�_� � 1. j- � � 1 � . I-- _-� 2" 0 BRASS INDICATOR SHALL BE - -1 I �� - - , Z , I WET SET INTO FI BERCRETE 11 CURB BOX 2"" 1 1 , TO HOUSE TRACE IN NTH DUCTILE IRON LID . ELEVATION NOTES: 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS. 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL VALVES AS DIRECTED BY IRCDUS. (SEE M-9). 3. ALL VALVES REQUIRE A LAT & LONG IN DEGREES & MINUTES. 4. SEE TRACER WIRE DETAIL. M-1 3. 5. RPIVIS ARE TO BE LOCATED IN ROADWAY FOR ALL VALVES (SEE W-1). 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT (WATER) - BLUE WATER MAIN VALVE - WHITE FORCE IVINN VALVE - GREEN REUSE MAIN VALVE - PURPLE BRINE - BROWN 7. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A MINIMUM 24 LBS. WITH A MINIMUM 6' (LONG THROAT) LID WITH RAISED LETTERS MARKED:'WATER", "SEWER", "BRINE", OR"REUSE WATER' AS APPLICABLE. 8. VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE. 9, VALVE BOX EXTENSIONS OVER 36' REQUIRE IRCDUS ENGINEERING APPROVAL. k,-.>tt: NU I tz.J) 2" 0 BRASS INDICATOR (EXAMPLE) SHALL BE FLUSH WITH PAD/PAVEMENT AND SHALL BE WET SET IN CONCRETE OR DRIVEN/ ANCHORED IN ASPHALT � _1_1- ' �_,_'��' - I .1. I . PLAN VIEW CONTINUOUS #10 STRANDED � � - I NOTES: - I COPPER TRACE WIRE - - - 11 1. VALVE BOX LID SHALL BE PAINTED: BLUE - WATER __ , '. 1-1 ,", r__11 - - - 4r__ - - I A , I 11 GREEN - FORCE MAINS PURPLE - REUSE WATER -1 11 . . BRINE - BROWN HALF HITCH BEHI qD 2. IN UNPAVED AREAS (SEE M-5, TYPE 11) A BRASS VALVE INDICATOR IS TO BE PROVIDED HALF HITCH ON WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE ABOVE) EACH BELL EACH SIDE OF ALL INDICATOR SHALL BE FLUSH WITH PADIPAVFIVIENT. ELEVATION -VALVE BOX DETAIL VALVES 3. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A DUCTILE IRON STAY -PUT COVER, MINIMUM 24 LBS. NOTES: WITH A MINIMUM &'LONG THROAT AND SHALL BE MARKED WITH RAISED LETTERS: *WATER', "SEWIEF;V% I . TRACE WIRE IS REQUIRED ON ALL PIPES. -BRINE", OR "REUSE WATER' AS APPLICABLE. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 4. VALVE BOX SHALL COMPLY WITH FOOT STANDARDS AS APPLICABLE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE. 5. NO VALVE RINGS ARE TO BE USED. 4. ALL CONNECTIONS SHALL BE MADE NTH DIRECT BURY CONNECTORS. 6. IN TYPE 1, PAVED AREAS, THE VALVE BOX PAD TOP ELEVATION SHALL BE EVEN WITH THE ROCK 5- ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS, PRODUCT LIST. GRADE TO ALLOW BOTH LAYERS OF ASPHALT TO COVER THE VALVE BOX PAD WITH THE FINAL ASPHALT LAYER FLUSH WITH THE TOP OF THE VALVE BOX. VALVE BOX PAD TRACE WIRE DETAILS � co- n: � N I 0 �02 L -i 0 �_ N 0 �, vi C� Z Q0 - L,_ 1 `� C) , . _ `­ W 'MI OW, MWCI I­Q-_Jt,=,W . m1k � Z 6 08 wo:)MI- � ,�,_ - �<o CM� I ? =)W = - .- 2 , r , W � \� 0- 3: V , '1\ I 0 (b () ;t SE E . 21 0 .00 _J ::�- M . 11!,II� C\I (n CV) " j L --Q- a) - Q: < (D C _�J C. - M - CD - �_z O� C C) .a5 0 a) (n 111110 zz- _J M ZF LL (n a- 00 OCNN - < (D M U 00 ()12 (,) .r 0 0 a5 0 < - 0 . 0 W -J U M < 0 2 � 0 2 --- Z WILL! Zt_ IIII- :;Et z LU 0 > 1-- (0 (D < v- eT% 06 N C:) ;�: -2 E CN 0) 0 1 :5 17 W C:) � �_ r�_ W . ::) - I,- < =) , _J (p L, U) C', - Zt 0 P, --- III. Q:_ Z - r�_ I...- ��_ 0 0 - I-- > � 15 Zt_ < _J �. c) im rID - ;z_- �L LQ F- W (Y- LLI W -J (.) > " Ld ;_3E - (14 - W (O V i� (y) Z I _J :C-Z,� C:) �� < 1`1 ::) 25 P, (n Z -_ 1: - N I- -'d r�_ I- () T- _J r_ . �� T_ W U) Q �_ 0 0 _J W - < < 6 F- -11 LLJ < 0 �_ >_ 0 I-_ (-) _J W �:: ::) _J _J < II-- >_ M V) �_ LL1 < Z _J LLJ _J ::) ��e LL_ 0 0 LL1 - 0 EL- > Z Of of < F- 0 - LLI W F-- > V) 0 �- < cr- CL W M W 0 LLJ Z :;;� CL V) < !,:5 E V) < Z 0 Q *_1 / /-. ()\ jENGINEER CERTIFICA77 N I E H W. SCHULKE LG P� OS P � NO..47048 L J AH BITTLE 1 R /' FIL EG.,N0. 57396 - [] I L . . TODDARD FL. N . 57605 1 'Iniq , )AN: r 11� HEI�T C. 504 PROJEC T NO. ,/ \, 18-182 ',/ 14" a GRAPHIC SCALE � ♦ � f\ 000 \ \ \ J k \ ♦ k DENOTES PROPOSED TREE - LIVE OAK, LAUREL OAK, \ \ \ \ \ \\ \ SLASH PINE, OR OTHER APPROVED TREE \ \ \ \4+' \ (3) PALM CLUSTER MAY SUBSTITUTE FOR ONE TREE. \ \\ \ •�>•�M DENOTES PROPOSED HEDGE -SHRUB 24" O.C. LIGUSTRUM, VIBERNUM, OLEANDER, ELEAGNUS, OR OTHER APPROVED SHRUB \ \ \ \ 4 \ \ \ \ \ \ ♦ CI0 o� V./ ♦ U��� OG \ /0 EXISTING TREE TRUNK DIAMETER VARIES MASONS STRING W/ FLAGGED RIBBON CONTINUOUS AROUND BARRIER 2 ROWS LANDSCAPE REQUIREMENTS .. TREES 1. ABUTTING PROPERTIES NORTH EAST -309 LF X 1 TREE/35 LF 9 ....._ SOUTH EAST -184 LF X 1 TREE/35 LF 6 vomw SOUTH WEST -184 LF X 1 TREE/35 LF 6 " 2. ADJ. TO ROAD R/W (AIRPORT DRIVE E) 13 309 LF X 1 TREE/25 LF 3. ADJ OFF-STREET PARKING :;. 24 PARKING SPACES X 1 TREE/5 SPACES r::. 5 4. OPEN SPACE REQUIREMENTS 27,297 SF X 1 TREE/2000 SF OPEN SPACE 14 �. TOTAL TREES 53 EXISTING TREE TRUNK DIAMETER VARIES ELEVATION 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP UNE OR AT EDGE OF EXISTING/PROPOSED PAVEMENT (AS REQUIRED) N: MASONS STRING W/ FLAGGED RIBBON CONTINUOUS AROUND BARRIER 2 ROWS HEDGE/SHRUBS X1 NE 309 LF X 1 SHRUB/6 LF = 52 " SE 184 LF X 1 SHRUB/6 LF = 31 SW 184 LF X 1 SHRUB/6 LF = 31 NW 184 LF X 1 SHRUB/6 LF = 31 861 LF X 1 SHRUB/6 LF = 145 * THIS PROPERTY LINE ADJACENT TO A CONSERVATION AREA. THE SHRUB REQUIREMENT IS MET BY ADJACENT VEGETATION. EXISTING TREES CREDIT NO. OF TREES CREDIT FOR TREES 2"-4" dbh 0 X1 0 4"-10" dbh 0 X2 0 10"-20" dbh 0 X3 0 20"+ dbh 0 X5 0 PALM TREES 0 3/1 0 CREDIT FOR EXISTING TREES 0 TOTAL LANDSCAPING REQUIRED / PROVIDED � 2 zo 1. CANOPY TREES REQUIRED: 53 SURROUNDING GRADE WHEN SETTLED. NO TREE SHALL BE SET DEEPER THAN EXISTING TREE CREDITS: + 0 PROVIDED: 53 I 3. SHRUBS REQUIRE[ EXISTING: 0 PROVIDED: 93 TOTAL: 93 * * THIS PROPERTY LINE ADJACENT TO A CONSERVATION AREA. THE SHRUB REQUIREMENT IS MET BY ADJACENT VEGETATION. REQUIRED NEW PLANT MATERIAL 1/2" DIA RUBBER HOSE W/ O DOUBLE STRAND OF 12 GA. 0 o W N 0 o vi vi z s' ' -� a � W O �s C7 U L O O O U trI p (,Yw ZU0oo how =CSV Wpm}N� rzwaUpm§9E a~aw�Zw�nlL zoFa�oo"o�mog �KWHW0�2WJaC� AWSiIi�W W3N wo==�wwa01,4 \a33 w'Dw w'Dao U rn cN N J CC Qa) J o '- IO W O LL cn Zoe=� co O \ GALV WIRE AND MINIMUM 3 GU YS PER TREE. U c W W Q 0 a 0 o W N 0 o vi vi z s' ' -� a � W O �s C7 U L O O O U trI p (,Yw ZU0oo how =CSV Wpm}N� rzwaUpm§9E a~aw�Zw�nlL zoFa�oo"o�mog �KWHW0�2WJaC� AWSiIi�W W3N wo==�wwa01,4 \a33 w'Dw w'Dao U rn cN N J CC Qa) J o '- IO W O LL cn Zoe=� co O \ GALV WIRE AND MINIMUM 3 GU YS PER TREE. U c W W o J o m — WHITE FLAGS ON EACH WIRE a \c.o0� � � z W SET TOP OF ROOTBALL FLUSH WITH � 2 zo \ SURROUNDING GRADE WHEN SETTLED. NO TREE SHALL BE SET DEEPER THAN -i w THE GRADE IN WHICH IT WAS GROWN. F_ O Q: N O a)48" DIA x 3" DEEP Q� Z o N 6• - 2x2•S 4'0.C. PLACED AT TREE DRIP UNE OR AT EDGE OF EXISTING/PROPOSED MULCH RING Z W O LL PAWMENT (AS REQUIRED)W TOP OF GRASS FLUSH r PLAN VIEW WITH TOP OF MULCH rp L` (n N t Z o 1` `..fl `::',. .v:-... INSTALL ALL TREES W/ I` W � N0 TREE PROTECTION. _ VLORGANITE OR Zt < m ♦ (A)ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND AGRIFORM TABLETSin ♦ DURING CONSTRUCTION ACTIVITIES. (B) UNDERGROUND UTILITY LINES SHALL BE W Of W ROUTED OUTSIDE OF THE DRIPLINE WHERE ABLE. AROUND EXISTING TREES TO THEBACKFILL WITH CLEAN PLANTING 1,'� Q Gi N W04 (C) INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SOIL AND WATER THOROUGHLY AT TIME OF PLANTING. j O SYSTEMS OF EXISTING TREES. _ DIAMETER OF HOLE SHALL BEV MIN TWICE Z o = (D) FENCE / BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TREES OR GROUP DIA OF ROOTBALL J Q ti OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. TYPICAL TREE PLANTING DETAIL Z) � E ~ ` N.T.S. _ Z ti TREE PROTECTION BARRIER ♦ rnW v / V 1- ♦ LANDSCAPE MATERIAL STANDARDS & NOTES: 1. QUALITY: PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PART I AND PART II, STATE OF FLORIDA. / 2. TREES: Z O / A. TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN J TWENTY (20) FEET OR GROUPED TO FORM THE EQUIVALENT OF A TWENTY (20) FEET MATURE SPREAD OF CROWN. ©fl B. ALL TREES SHALL BE SPECIES WHICH CAN BE MAINTAINED WITH OVER 6 FEET OF CLEAR TRUNK Ld / SPACE. Q / C. PALMS SHALL BE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN U THIRTY-FIVE (35) PERCENT OF THE TOTAL NEW TREE REQUIREMENT. TREES SHALL HAVE A MINIMUM CLEAR TRUNK OF 12 FEET. (3 PALMS = 1 TREE) (12) FEET OVERALL, WITH A MINIMUM SPREAD OF 6' Q AT PLANTING. Z / D. TREE SPECIES SHALL BE A MINIMUM OF TWELVE (12) FEET OVERALL. WITH A MINIMUM SPREAD OF 5'' Q 00, AT PLANTING. TRUNK SPACE AND 1-1/2" DIAMETER AT THE TIME OF PLANTING. -j 3. GRASS / GROUND COVER: ALL UN -PAVED AREAS EXCEPT PLANTERS, MULCHED LANDSCAPE BEDS, TO BE SODDED (FLORATAM). ALL UNPAVED AREAS OTHER THAN GRASSED AREAS SHALL BE COVERED W/ MULCH OR SUITABLE NON -LIVING OR VEGETATIVE GROUND COVER. 4. SHRUBS/ HEDGES: J A. SHRUBS & HEDGES SHALL BE A MIN. OF 24" AT PLANTING. m V j H B. HEDGES SHALL BE PLANTED AT A MIN. OF 24" O.C. AT PROPERTY LINES. L.Ll Q z 1. FIND 5. IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: J Y Lv V- O POINT WHERE TOPMOST ROOT EMERGES A. GRASS AREA SHALL BE IN HIGH USAGE ZONES. U Lv , u FROM TRUNK WITHIN 2" OF B. TREES & SHRUBS SHALL BE IN LOW USAGE ZONES. >z CL_ Z SURFACE. SURFACE. CLEAR EXCESS 6. CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE ENGINEER FOR APPROVAL. Q W SOIL IF NECESSARY. 7, THERE SHALL BE A MIN. OF THREE (3) DIFFERENT SPECIES OF TREES AND NO SPECIES SHALL MAKE UP E In I--- > 2. TOP 10% OF SHRUB MORE THAN 50% OF PROPOSED TREES. � _ 3 ROOTBALL TO BE PLANTED O Q 0:� 4 �' ABOVE THE LANDSCAPE 8. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, STREET LIGHTS AND SIGNS SUCH 0- QY m GRADE. DO NOT COVER THAT ALL SIGNAGE IS EASILY SEEN AND LIGHTING IS FUNCTIONING FOR ITS INTENDED PURPOSE. TREE OW Z EXPOSED WITH SOIL_0%ON SIDES PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS REQUIREMENT. Q CL 0 Q *ate • •® •� 3. PRUNE ALL LIKE SHRUBS 9• THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ENGINEER, A LIST AND PLAN OF THE PROPOSED Q WITHIN A PLANTED MASS TO VEGETATION/PLANTINGS TO BE USED TO MEET THE REQUIREMENTS OF THE CITY CODE AS REFLECTED (/) Z •-- ' ACHIEVE UNIFORM .II1 ON THIS PLAN. SUGGESTED VEGETATION TO BE INCORPORATED IN THIS PROJECT ARE AS FOLLOWS: O SII I " ° " ISI F IIIII II MASS/HEIGHT. I� PROBABLE TREE COMPOSITION U f`: III=11H��= 4. 3" MINIMUM MULCH AS SPECIFIED- DO NOT COVER PROBABLE HEDGE/SHRUB COMPOSITION SLASH PINE *1'2"C BOTTLE BRUSH *U SILVER BUTTONWOOD *1*2 WAX MYRTLE *1 •C \ �I= _� I�IHI IINK II I ENTIRE SHRUB ROOTBALL OR CREATE'WATER RINGS' MAPLE TREES LAURAL OAK *1'2*C SAW PALMETTO *1 LIGUSTRUM *2 NATIVE PALM TREES *1'2'C SYCAMORE *C SCRUB PALMETTO *1'2 OLEANDER "2 INGINEER ONLY COVER SIDES OF LIVE OAK "1"2•C DAHOON HOLLY'1*2'U VIBURNUM *1 AMERICAN HOLLY'1"2 SOUTHERN •1'2'U *1*2*U *1*2 CERTIFICATION 6 ROOTBALL WITH MULCH JUNIPER YAUPON HOLLY ROSEMARY BOUGAINVILLAEA, *2 PONDCYPRESS*1*C CRAPE MYRTLE *2*U YAUPON HOLLY •1*27 AOSLRPEH W. SCHULKE 2X ROOTBALL DIAMETER 5. FINISHED GRADE (SEE MAGNOLIA •1 '2•C PROBABLE GROUND COVER G. N0. 47048 LF / ❑ o REG OTT57396 * ALL SHRUBS SHALL BE PLUMB GRADING PLAN). 6. DWARF JASMINE MEXICAN BLUEBELL '1'2 LIRIOPE MORNING GLORY "1*2 DAY LILY *1 *2 FOUNTAIN GRASS . ❑ W11 L M P. STODDARD VERTICALLY, UNLESS OTHERWISE PREPARED PLANTING SOIL CREEPERS •1 "2 VIRGINIA CREEPER *1'2 DWARF LANTANA *1'2 1 FL. E . 40. 57605 DIRECTED BY OWNER'S AS SPECIFIED. NOTE: WHEN REPRESENTATIVE. SHRUBS USED IN MASSES, ENTIRE BED TO BE '1 THESE PLANTS ARE NATIVE TO FLORIDA. *2 THESE PLANTS ARE RATED VERY DRAUGHT TOLERANT. �rC:• i 2019 SHRUB PLANTING AMENDED WITH PLANTING NOTES: uuu HE TT SOIL MIX AS SPECIFIED. 1. EXISTINGTREES WILL BE PRESERVED WHEN FEASIBLE AT THE DISCRETION OF THE\__C-600 PLAN/SECTION NTS 7. SCARIFY ROOTBALL SIDES OWNER.. 100% OF ALL VEGETATION SHALL BE NATIVE DRAUGHT TOLERANT SPECIES. O O AND BOTTOM. PROJECT NO - 18 -182