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HomeMy WebLinkAbout2019 - June -Construction SetN N 0 z Z 0 F_ Ln z O U N 00 00 I LOCATION MAP S1 �* 'CONS • i*I��a VICINITY MAP Know what's below. Call before you dig. i SECT10V 22, TOW\4SHIP 30 SOUTH, RANGE 38 EAST ff I, :4:[61=UW el 11MI I SEBASTIAN, FLORIDA SITE DATA /00 GENERAL NOTES 1. SUBMITTALS A. PRODUCT DATA AND SHOP DRAWINGS 1. FOR ALL SITE WORK CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT PRODUCT DATA IN THE FORM OF OWNER/APPLICANT: CITY OF SEBASTIAN MANUFACTURERS'CUT SHEETS AND CATALOG DATA FOR ALL PRODUCTS, MATERIAL AND EQUIPMENT CLEARLY INDICATING THE SPECIFIC PART OR PRODUCT CATALOG NUMBER(S) FOR APPROVAL. PAUL CARLISLE, CITY MANAGER 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRODUCTS, MATERIALS AND EQUIPMENT SEBASTIAN MUNICIPAL PARK REQUIRED TO BE FABRICATED, OR WHEN STANDARD PUBLISHED PRODUCT DATA IS NOT SUITABLE FOR 3. SUBMIT 6 COPIES OF REQUESTED INFORMATION, NEATLY BOUND AND INDEXED PER CATEGORY FOR THE 1225 MAIN STREET FOLLOWING: SEBASTIAN, FLORIDA 32958 A. UTILITIES: SEBASTIAN, FITTINGS, VALVES, OTHER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMP pp p STATION EQUIPMENT, COMPONENTS AND STRUCTURES, AND ALL OTHER UTILITY SYSTEM (772) 388-8200 PRODUCTS, MATERIALS AND COMPONENTS AND SIMILAR CONTROLS. ��++ B. DRAINAGE: ENGINEER: SCHULKE, BITTLE AND STODDARD, L. L.IC— ALL PIPE, FITTINGS, AND COMPONENTS THEREOF, STRUCTURES, FRAMES, GRATES, LIDS, GASKETS, FASTENERS, COUPLINGS AND SIMILAR, AND ALL OTHER DRAINAGE SYSTEM PRODUCTS, 1717 INDIAN RIVER BOULEVARD MATERIALS, AND COMPONENTS AND SIMILAR CONTROLS. C. PAVING AND GRADING- SUITE RADING:SUITE 201 FDOT CERTIFICATIONS AND LAB ANALYSIS/RESULTS FOR PAVEMENT, BASE, SUBGRADE, AND FILL MATERIALS. INCLUDE EVIDENCE (CERTIFICATIONS) THAT THE MATERIALS PROPOSED TO BE USED VERO BEACH, FLORIDA 32960 MEET OR EXCEED FDOT SPECIFICATIONS AND THE CONTRACT DOCUMENTS. D. SIGNING AND PAVEMENT MARKING: (772) 770-9622 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 VERO 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 CONTRACTOR PROPOSES. THE DRAWINGS SHALL INDICATE ALL PROPOSED SUBSTITUTIONS OF SURVEYOR: MERIDIAN LAND SURVEYORS, INC SIZE, MATERIAL, AND/OR MANUFACTURER. 4. ALLOW TWO WEEKS FOR THE ENGINEER TO COMPLETE REVIEW OF PRODUCT DATA AND SHOP LB #6905 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. SUITE 201 5. THE CONTRACTOR SHALL PROVIDE A STAMP INDICATING ITS REVIEW AND APPROVAL, INITIALED OR VERO 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 WORK AND 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). B. TESTING SEBASTIAN, FLORIDA 32958 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. U. #: 30-38-22-0000-1000-000000.1 / FDEP REQUIREMENTS. 2. 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 ENGINEERING REQUIREMENTS. REQUIRED PERMITS \ 5. SUBMIT ALL TEST RESULTS OR ENGINEERING 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 C. AS-BUILTS LAND CLEARING/ TREE REMOVAL 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 AND FINISHED FLOOR ELEVATIONS; DETAILED LOCATION AND TOPOGRAPHY OF DRIVEWAY TURNOUTS, DEMOLITION PERMIT 2. WATER AND SEWER FORCE MAINS: LOCATION, TOP ELEVATION AND STATE PLANE COORDINATES AT ALL FITTINGS, VALVES, CHANGES OF DIRECTION ANDAT 100' ON CENTER. SJRWMD ENVIRONMENTAL RESOURCE PERMIT - STORMWATER 3. GRAVITY SEWER: - SEWER STRUCTURES: DIAMETER OR SIZE, AND LOCATION AND ELEVATION OF STRUCTURES, TOP, BOTTOMS, AND SEWER INVERTS. FLORIDA DEP NOTICE OF INTENT - 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 / CINVERT ONNECTIONSIFONSI ALL PIPESAND , DIAMET I , TYPPOENMSTERIAL, LOCATION AND INVERT ELEVATION AT LEGAL DESCRIPTION 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 J ` ADJUSTMENTS OF EQUIPMENT 60 DAYS AFTER END USER HAD OPERATIONAL TIME WITH THE EQUIPMENT SCHULKE, 11 I LE & STODDARD, L.L.C. 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 Cl VIL & STRUCTURAL ENGINEERING •LAND PLANNING • ENVIRONMENTAL PERMI TTING�-�� SET C_.,.. _ .�._I ...._...... CERTIFICATION OF AUTHORIZATION NO.. 00008668 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 MARK REVISION DATE ENGINEER CERTIFICATION: JUN 13 2019 m DATE: TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.Com 0 JOSEPH W. SCHULKE, P.E. REG. No 47048 0 JODAH B. BITTLE, P.E. REG. No 57396 O WILLIAM P. STODDARD, Ph.D., P.E. REG. No 57605 I / f CAT B N / G TE= 45 INV 13.25 c J 20 0 BEN ARK ' \ E V.=21.24' NAVD 1988 \ 9 / / \ \ ` O/ hh O SOIL TEST LOCATION - P-1, PB -1 N 1264924.81/6821482.12 J E 821482.12 \ / ! . \f CATCH ensw / �yS@IL TEST LOCATION - HA -2 /O A \ + GRATE=17 96 +� / r••q + �' \ NV.=13.74�-� ` / / ----- .-.�,,.-- / ` Y /lU 0"A IN 3ep� tel, �.'X,j\\ \ \\ 12"X12" GRATE ON c ADS PIPE -20.27 LOCATION HA -1 SOIL TEST LOCATION - HA4 - / 31 a ° a ' '\ SOIL TEST 6CATION - HA3 - �_,,: \ \ \ �+ \ \ / � / y ,, •;fir,°,° \ 1, MAHOLE... t..... \ �.� \ // 70PN 23.87 12"X12" CRA" ADS PIPE�2.91 F+ \\ b o \ "off \\ \\ \\ `r%.,: COMCA AiIIIIIIIIINI \ \ \\ \ AT&T` / \ `L gay `t}\ GRATE=21.D / r"I 00 N O/_ \� \ O z S� X o0 CN co 4) °° NOTE: i-' v� \ .� ` CATCH BASIN 0 CONTRACTOR TO COOPERATE WITH PUBLIC • ` �\ \ \ \ \ GRATE=zoss �k \ WORKS DEPARTMENT TO LOCATE EXISTING IRRIGATION AND UNDERGROUND ELECTRIC \ o LINES PRIOR TO CONSTRUCTION, AND c IDENTIFY POSSIBLE CONFLICTS. COORDINATE o WITH THE CITY ON REQUIRED RELOCATIONS. «1 \ \ \ \ �+0-01 V , 0 \. \ p 00 \ \ \ \ +1 \ \ co 0 N GRAPHIC SCALE 15 20 40 ( IN FEET ) I inch = 20 ft PROJECT INFORMATION APPLICANT: CITY OF SEBASTIAN; PAU . 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. 492513TH 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 i I PROPERTY TAX ID NUMBERS 30-38-22-0000-1000-000000.1 GROSS AREA t 1.30 AC FLOOD ZONE F.1-R.M. NO. 12061COI11 H, 12/04/2012 FLOOD ZONE'X' AND F.I.R.M. NO. 12061CO103H, 12/04/2012 FLOOD ZONE W UTILITY PROVIDERS THIS PROJECT WILL BE SERVICED BY: WATERISEWER IRCDUS ELECTRIC FPL CONSTRUCTION SCHEDULE CONSTRUCTION START: 8/19 CONSTRUCTION FINISH: 8120 DEMOLITION NOTES: 1. SEE UTILITY PLAN FOR PROPOSED UTILITY RELOCATES AND/OR ABANDONMENT 2. COORDINATE WITH FPL AND CITY OF SEBASTIAN FOR ELECTRICAL I 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 G500 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) co 0 0 � N 0 vi ri z 0 O q = O o i 61 z�-^ ~off M UOOwm1=3�NU wwQ a w ww"ow a aFa�Z" Inwzo�aea~3 zowwoowoZ-- wwog ow==j�WwZ3�� wo=iwwa��w�a �a33wnL wa . Z U� rn M � J � ¢ (D v .CD 0 WU) O J N LL tin 0 Do - Do U c Z O ¢ Q W0WQ o m O zw Zw � LU o> �Noa) ch g1:w0 W LL. CJ O LO Z Q J� M ED LL W Www W Q U >N 04 _I Q Q) Z N _ rti ` �/ U W� � ~ V J J mN J W Z J =) Y L- O U_ w „U >Z ¢ W C) ~ > 0 < ix IL W m QCLV)< Of 0 cf)¢ Z O - 'ENGINEER CERTIFICATION ON W. SCHULKE FL. REG. NO. 47048 ❑JODAH 8. BITTLE EL. REG. NO. 57396 WILLIAM P. STODDARD FL. REG. NO. 57605 -JUN 13 2019 DATE: SHEET C-200 PROJEC r NO. \ 18-182 KS KELLER, SCHLEICHER & MaCWiLLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 R.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 588 VT?. PALM BEACH (661) 845-7445 .k ,glnomingitet MELBOURNE (3211768.8468 FAX (561);845.8876 E -Mail: KSMOKSMENGiNEERING:NET ST. LUCIE (772) 229.9(}93 C.A.: 9693 FAX (772) 599.6469 October 17, 2018 Joseph Schulke, P.E, Schulke, Bittle & Stoddard, LLC 1717 Indian River Blvd., Suite 201 Vera 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 field 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/S4- Ft. - Ft. Head) P-1 1.9 x 104 Ronald G- YEetler, P -E.: 3729} I SE Lie: No.: Bt tO I JI(Ae E- Keftor; P,E.:.68366 Tr C-11 IRL R A%5;21 KELLER, SCHLEICHER & MaeWILLIAM ENGINEERING AND TESTING, INC. MARTIN 2` 337-7755 SE13ASTIAPJ 7 - 569-071 t/7 - - P 21 2 .. BOX 78 1 7 N 1 PO (� 3 7 SEBASTIAN, FL 32978 377 PALM REACH (561) 845-7445 www,ksmen9ineering.net MELBOURNE (321) 768-8486 ?6 T. LUCIE 77 9 FAX (561) $45 $$- E-1.4alt KSM&KSMENGINEERIN G NET $ ( 2y 229 9rJ 3 CA: 5653 FAX (772) 589.8469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: October 15, 2018 PROJECT NO. KSM 183624-1 ph CLIENT Schulke, Bittle, & Stoddard, LLC LOCATION COS Airport Pickleball FAX 561 .645-8$76 ( ) Airport drive East C.A.: 5693 Sebastlan, Florida Date 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 Sebastian, Florida OF FLOW = 5.5 INCHES DIAMETER OF SAMPLE = 31NCHES QUANTITY OF FLOW = 265 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD 0" 6" Traces of Roots and ACROSS THE SAMPLE = 19'/2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K iS THE COEFFICIENT OF PERMEABILITY = 8.8 FEETiDAY Ronald G. Keller, P -E.; 372931 SI Lic, No.t,860 I Julie E. Keifer, RF,: 68386 KELLER, SCHLEICHER & MaeWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 5..99-0712 PALM BEACH (581) 845-7445 MELBOURNE (321) 768-8,66 ! WwwJy'KSMENGI FAX 561 .645-8$76 ( ) E -Mail: KSMGKSRIENGINEERING.NET ST. LUCtE (712) 229-9093 EEFI C.A.: 5693 FAX (772) 589-6469 Date October 15, 2018 Location: COS Airport Pickleball wwvv,ks-oglnenrng.net Airport Drive East FAX (561) 54588-8 Sebastian, Florida 5r LUCIE (172) 224-963F•MaMDKNGNEFN.F HA -2, See Attached Location Plan DEPTH StrataPEN 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 Is A Few Pieces of Rock ------ ------- ---------------------- ----------- ---- ----------------------------------------------------- 6" - 20" Dark Gray Sand 6" -l- SO ------------------------------------------------------------ -2- 20" - 48" 51 Gray Sand with Dark Broom Sand with Traces of Roots and Pieces of Traces of Roots -3- 54 -4- -----------------------------59----------------------------- 5-&6 48" - 60" Dark Gray Sand with a Few Pieces of Rock Traces of Hardpan -5- -----------------------------56----------------------------- -- Dark Brown Sand 60" - 72" Dark Brown Sand, 54 Slightly Silty -6------------------------------58----------------------------- Water Table: 72"+ Below Existing Grade Job #; KSM 183624-2ha Ronald G. Keller, P.E.: 3779-'S I Si:L9c. F#a.: SG3 I JuSta E. Ke;t#±v, PE.: 686 i KELLER. SCHLEICHER & MaeWILLIAM ENGINEERING AND TESTING, INC. MARTIN 0772) 337.77rxi PO. BOX 78-1377 SEBASTIAN. FL 32978-1377 SEBASTIAN (772) 569-0712 PALM BEACH (661) 845:7445 www�kshrengirleertng.net MELBOURNE (32t) 768-8488 FAX (561) 846-6$76 E-Maif: KSM:4'KSt,IFNC,.INFFRINC.NFT ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589 6469 COS Airport Pickleball -2- October 17, 2018 Sebastian, Florida The following table indicates the horizontal and vertical flow rates for each test location: TEST LOCATION HORIZONTAL FLOW RATE VERTICAL FLOW (See Location Pian) RATE P-1 8.8 Ft/Day @ (0"-14") Depth 6.6 Ft/Day @ (0"-14") Depth P-1 18.3 FtlDay @ (14"-50") Depth 13.8 FGDay @ (14"-50") 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 d ryseason water table at the permeability test locations: TEST LOCATION MEASURED ESTIMATED WET ESTIMATED (See Location Plan) WATER TABLE SEASON WATER DRY SEASON TABLE WATER TABLE P-1, PBA 70" 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 Survey 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 pickieball 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. Ronald G. Keller, RF.: 37293/ SI Lic. No.: 660 ! Julie E. Keller, P.E,: 88368 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 L%� VL Airport Drive East KELLER, SCHLEICHER & MaeWILLIAM ENGINEERING AND TESTING. INC. MARTIN €772) 3337-7755 P.O, BOX 78-1377, SEBASTIAN, FL 32978-1377 SFAASTIAN (772) 589:0712 PALM BEACH(561)645-7445 wwvv,ks-oglnenrng.net MELBOURNE (39 911768-8466 FAX (561) 54588-8 Location: 5r LUCIE (172) 224-963F•MaMDKNGNEFN.F C.A.: 5693 DIAMETER OF SAMPLE = FAX (772) 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 crcuvr.ksnterr(,.nrcrt-,t).net Airport Drive East FAX (561) 845-8$76 Sebastian, Florida S LUCIE (772) 229-9093 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 = 3 INCHES QUANTITY OF FLOW = 200 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD HA -3, See Attached Location ACROSS THE SAMPLE Is 19 % INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 6.6 FEETIDAY nttnaid G. Keller, PE:: 37293! 51 Uc. Na,: 860 ! Jude E. Kellar, PE.: E836fi KELLER, SCHLEICHER & MaeWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO, BOX 78-1377, 'SEBASTIAN, FL 32976-1377 SEBASTIAN C172) 589-0712 PALM BEACH (5611845-7445 crcuvr.ksnterr(,.nrcrt-,t).net MELBOURNE (,'321) 768-8488 FAX (561) 845-8$76 F -Mail: KSrv16KSMPNC I'NFFRtNG.NFT S LUCIE (772) 229-9093 CA.: 569'3 Location Plan FAX (777) 589-6469 Date October 15, 2018 24 Inches (Sample Taken Horizontally) Location: COS Airport Pickleball OF FLOW = 5.5 INCHES Airport Drive East 3 INCHES QUANTITY OF FLOW = Sebastian, Florida TIME INTERVAL OF TEST = 10 MINUTES HA -3, See Attached Location Plan ----------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS ----------------------------------------------------------------- Dark Broom Sand with Traces of Roots and Pieces of Dark Brown Sand with -0- 0" 6" Traces of Roots and 5-&6 a Few Pieces of Rock '"`• 6" - 14" -- Dark Brown Sand -1- 54 SS it -12.13 Daek Brown Sand, Skphtly silty 14" - 52" Gray Sand -2- 53 9 -3- 49 -4- 56 SS (1T) ... . .. .. ------------------------------------------------------------ 52" - 72" Dark Gray Sand with (,. . Bottom of borehole at 14.0 foot. Traces of Hardpan -5- 55 -6-----------------------------56----------------------------- water Table: 7211+ Below Existing Grade Job #: KSM 183624-3ha Ronald G. KeH, e; P.E.: 9729;1 7 41 Lir,. Ne.: 860 7 Jerre E. Kal12r. f?t7.' 66366 tJ AV KELLER, SCHLEICHER & MaeWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772( 337.7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 564-0712 PALM REACH (661) 845 7445 www ksmenpineering.nel MELBOURNE (321) 768.8488 FAX (561) 845-8876 F-MeII KSM1.&KSMF,NGINEEnING.NFT ST LUCIE (772) 229-9093 6.A.: 56513 FAX (772) 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 the athletic court areas of any surface 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 Geared areas should be graded level and proofrolied. 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 lsities. lease feel free to contact us. �3 E-mail to: jschulke@sbsengineers.com; Ihamiiton@sbsengineers.com Rix+atri G. Kefier, P -E.: 37293 /qF Lir,. Nn.: 860 / Julie E. Kettle!; P.E.; 68985 Tip 0 IL AT KELLER SCHLEICHER Ma, -WILLIAM ENGINEERING AND TESTING INC. 7' 337.7..5 - ,, _ MARTIN ( .2 7 ,5 SEBASTIAN -777 9 I ,sit.. 71712 P.O. BOX 78-1377 SEBASTIAN FL 32978 1377 PALM REACH (569) R4:5 7.145 wwwAsnlengi reer;n0.ne1 MELBOURNE (321) 788-8488 FAX (561184[. -$1;76E -Mad- K&M�KBMENGINEFMNG NF_,- ST. LUCK (7721 229L�[)93 C.A.; 5693 FAX (772) 589-6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: October 15, 2018 PROJECT NO. KSM 183624-1 ph CLIENT Schulke, Bittle, & Stoddard, LLC LOCATION : COS Airport Pickleball FAX (561-1845-8676 Airport Drive East GA.: 5693 Sebastian, Florida Date PH -1 (14"-59'), See Attached Location Plan SAMPLE DESCRIPTION = Gray Sand DEPTH @ SAMPLE LOCATION = 24 Inches (Sample Taken Horizontally) LENGTH OF SAMPLE ALONG PATH ST. LUCIE (772)229,9093 OF FLOW = 5.5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 550 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = ACROSS THE SAMPLE = 19%INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 18.3 FEET/DAY Ronald G Kelier, P.E.: 3729.4 /S1 Lk-. No.: 8610 1 Jutie E, Keller, P.E :68386 KELLER; SCHLEICHER & MaeWILLIAM ENGINEERING AND TESTING, INC. MARTIN (777) 337-7755P O. BOX 78-1377. SEBASTIAN, FL 32978-1377 SEBASTIAN (7-, 2) 569-0712 PALM SEAC14 1561) 845-7445r vvww-ksmeogirwering,on t MI-180URNE (321) 768 848$ FAX (561-1845-8676 E -Mad, KSMOKSMFl4OINEERfNG.NET ST. LUCIE (772) 224-9093 GA.: 5693 FAX (772) 599-8489 Date October 15, 2018 Location: COS Airport Pickleball wwiv,ksrnengineerirrg,reet Airport Drive East FAX (581) 645-81376F-T,dati: Sebastian, Florida ST. LUCIE (772)229,9093 RA -4, See Attached Location Plan ----------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF IN FEET ----------------------------------------------------------------- FROM -TO READINGS SOILS -0- 0" - 10" Dark Brown Sand with DIFFERENCE IN HYDRAULIC HEAD Traces of Roots and ACROSS THE SAMPLE = aFewPieces of Rock ------------------------------------------------------------ -1- 10" - 36" 43 Dark Brown Sand -2-- 48 -3- -----------------------------51----------------------------- 36" - 50" Gray Sand -4- 58 ------------------------------------------------------------ 50" -------------- - -- 50" - 72" Dark Gray Sand with Traces of Hardpan -5- 56 -6------------------------------55----------------------------- Water Table: 72"+ Below Existing Grade Job #: KSM 183624-4ha t?r1alHlrf f;. KettRr, PF • 3'2931 Fi! (k: No.: Ss>0 / da;A• F. Kp:'er, r?E.: 683Pr6 KELLER, SCHLEICHER & MaeWILLIAM ENGINEERING AND TESTING, INC. MAR TIN 4772)137-77,15 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 srsASTIAN (772) 589.0712 PALM BFACH (661) 845 7445 www.kumangi+teerinp.net MELBOURNE (321) 768-8488 FAX (561) 845.8876 E -Mail: KSMoKSMENGINEEnING,NET ST LUCIE (772) 229.9093 CA.: 56193 FAX (777) 589-6469 Of &01211 ITE11rol4*14aI DATE OF TEST: October 15, 2018 CLIENT Schulke, Bittle, & Stoddard, LLC LOCATION COA Airport Pickleball Airport Drive East Sebastian, Florida P-1, See Attached Location Plan STARTING VOLUME = STA ME {gals.) 15 ENDING VOLUME (gals.) = 3% TOTAL VOLUME USED (gals-) = 11 %2 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 PROJECT NO. KSM 183624-1p K = HYDRAULIC CONDUCTIVITY (CFS/SQ.FT. - FT- HEAD) = 1.9 X 101 Roi,airl G. Keitx, P.E:.; 3?293151 Lic, No.: 860 1 Julie E. KdDa; PE,: 68368 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 KLA A Airport Drive East KELLER, SCHLEICHER MacWILLI M ENGINEERING AND TESTING. . N- C7 MgIIN i7721337-7755P.O.O BOX 78-1377, SEBASTIAN, FL 37978-13.y7 SEBASTIAN (772t 819 s o 12 PALM REACH (581) 845-7445 wwiv,ksrnengineerirrg,reet MFLBOURNF (321) TSS 6488 FAX (581) 645-81376F-T,dati: KSMOKSMENGINFFAING.NET ST. LUCIE (772)229,9093 C.A,• 5693 DIAMETER OF SAMPLE = FAX (772) 589-6460 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 Tel:(7T2}589.OTl2 Airport Drive East Fax: (772)-5896189 Sebastian, Florida CLIENT Schulte. SN& & Stoddard, LLC 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 GROUND WATER LEVELS: OF FLOW = 5.5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 415 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ` 3 PLNIC LL ACROSS THE SAMPLE = 19 %2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 13.8 FEET/DAY Risnatd G. Ke,ier, r?E.: 372937 St Lic, Ne.: 660 / Julie E. Keifer, PE :58366 +;5 LOCATION OF TESTS PROJECT: COS Airport Pickleball, I Drive East, Sebastian, Florida R SHEET, OF 2 ENGINEERING DRAWN 8Y: it. PERMRa: A\ /�.� DESIGNED PROJECTS: ta3a24y _ _ L2 AVA AND TESTING - DATE: NONE SCALE: NONE Encu 37 &Testing BORING NUMBER PB -1 KSMPSM Sebastian. L32978 PAGE 1 OF 1 Tel:(7T2}589.OTl2 www.kAmmigmo: rin9,net Fax: (772)-5896189 FAX (561) 845.687&ST CLIENT Schulte. SN& & Stoddard, LLC PROJECT NAME COS Airport Piticleball PROJECT NUMBER 183624 -PS PROJECT LOCATION Airport !hive EW, Sebastien, Florida DATE STARTED 10/15/18 COMPLETED 10/15718 GROUND ELEVATION HOLE M inches ORRAAG CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD SeFd S000n Samole AT TIME OF DRILLING 8.83 it LOGGED BY OP1CH CHECKED BY JEK AT ENO OF DRILLING — NOTES See Attached Local= Pfen AFTER ORtLLING — U LU ye Z ♦ SPT N VALUE Q 2(1, 40 60 So C ror 19 ` 3 PLNIC LL O MATERIAL DESCRIPTION w 2 j O O=< w Z F 0 1sL, LU -r 0 60 i2 V� or 0> Y >" 20 40 ti0 80_ -- ------------ DESCRIPTION OF c ❑ FINES CONTENT (%) C7 n 20 4(l to !ill Dark Broom Sand with Traces of Roots and Pieces of Roth Dark Gray Sand with ... _ ...... Gray Sand(14'-50y 5-&6 '"`• 8-11-13 i. -'` Dads Gray Sand with Traces of Hardpan 5 -- SS (24) ......� ...:.......:......... . SS it -12.13 Daek Brown Sand, Skphtly silty ..'. ... ...... (25) 9 a- 10 Brown Sand -- 5.7.9 ss (16) . SS (1T) ... . .. .. Wss eas (,. . Bottom of borehole at 14.0 foot. H a a v 0 a e a KELLER SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING,INC NC. R TIN .7.7755 MARTIN 772 33 t e, P.O: E30X 78 137 , SEBASTIAN, FL 32978-1377 SEBASTIAN 772 -) SEB 569 [712 ( ) PALM BEACH (561) 84P,-7445 www.kAmmigmo: rin9,net MELBOURNE (2211 769-8488 FAX (561) 845.687&ST E -Mail: KSM�KSMENGINEFR.r NG.NFT LUCIE 17�2. 229-9093 ) C.A.: 5693 FAX (772) 509-6469 Date October 15, 2018 Location: COS Airport Pickleball Airport Drive East Sebastian, Florida IIA -1, See Attached Location Plan DEPTH - - - Strata PEN -- ------------ DESCRIPTION OF IN FEET FROM -TO READINGS -------- ---------- SOILS - -0- 0" - 8" Dark Gray Sand with Traces of Roots and Rock -1- 8" - 24" 48- l- ----a-Few-Pieces-of Dark Gray Sand - -2- ----------------------------- - 47----------------------------- 24" 42" Gray Sand -3- ---------54- 42" -56" Dark Gray Sand with -4- 58 Traces of Hardpan -------------------- ------------------------- -----------�-•--- -5- 56" - 72" 61 Dark Brown Sand, Slightly Silty -6------------------------------56----------------------------- Water Table: 72"+ Below Existing Grade Job #: KSM 183624-lha Fkenald O- Keller, PF ' 37295151 Lie_ No.: 860 1 J,ttip E_ KPnr-, P.E.: 66366 US-D.A SOILS SURVEY 5-Myakka-Myakka, wet, fine sends, 0 to 2 percent slopes 23 -Agents, Q to 5 percent slopes IPROJECT: COS AirgoR PleklebaH, DrMa East, Sebastian, Fkxida 1aNEET2 OF 2 1 ENGINEER NIT 1�6>caE08Y J�L PEtiMRR I � me cap � ' �}M J}�_w �y'V; ;.L PROJECTi 1a3a24•aolal AND i "STING IME s g CO O w � N C \ Ui ri z o c� O Q O � O U v) p d K W W wo o }0 ' =Z OUWOW}H NO rW W0Q;3 �wwOd- z JUSOW ¢Taw�Zwzo�Qa�3 zo,�opmwp�wmo� a��=W, -W�z� �a-x6�w�Z3v=ii woW�wwak�w�a \ a 3: 5 L W =10- V UE cl0 � U J 04 (n �l � •tom W on � Z LL in O �O So�U� 0 Z 0 Q — Q W(DWJ m Q Z 0 W �-- zZW U) Zo> Li p g�Wo W D (--- rJ (ZLi()N z 0 ~ W0 Z Q -J 00� 0 Co Lt_ WI--� W QC)�N 04 O �� 1 j Qo zN U) r ♦� � J V ' �~ v F- 0 ,^ (/�LI [V) I..L Z J 0 ry U Z m Q Z 2 J W O V J M V Lid Z J LIJ —� Y LL- O U_ w „U Z � Q � Q f"' LA >_ 0l—Q0:� n- of m � O Li Z Q IZ V) Q � 0 Q Z O — U ,ENGINEER CERTIFICA77ON 0 JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑ JODAH B. BITTLE FL. REG. NO. 57396 WILLIAM P. STODDARD FL. REG. NO. 57605 JUN 13 201;; DATE: .SHEET C-201 PROJECT N0. Q 0 g CO O w � N C \ Ui ri z o c� O Q O � O U v) p d K W W wo o }0 ' =Z OUWOW}H NO rW W0Q;3 �wwOd- z JUSOW ¢Taw�Zwzo�Qa�3 zo,�opmwp�wmo� a��=W, -W�z� �a-x6�w�Z3v=ii woW�wwak�w�a \ a 3: 5 L W =10- V UE cl0 � U J 04 (n �l � •tom W on � Z LL in O �O So�U� 0 Z 0 Q — Q W(DWJ m Q Z 0 W �-- zZW U) Zo> Li p g�Wo W D (--- rJ (ZLi()N z 0 ~ W0 Z Q -J 00� 0 Co Lt_ WI--� W QC)�N 04 O �� 1 j Qo zN U) r ♦� � J V ' �~ v F- 0 ,^ (/�LI [V) I..L Z J 0 ry U Z m Q Z 2 J W O V J M V Lid Z J LIJ —� Y LL- O U_ w „U Z � Q � Q f"' LA >_ 0l—Q0:� n- of m � O Li Z Q IZ V) Q � 0 Q Z O — U ,ENGINEER CERTIFICA77ON 0 JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑ JODAH B. BITTLE FL. REG. NO. 57396 WILLIAM P. STODDARD FL. REG. NO. 57605 JUN 13 201;; DATE: .SHEET C-201 PROJECT N0. Ln O v N 00 00 r-1 0 r -I 0 N T GRAPHIC SCALE 20 0 1s 20 40 120 10401 I; ' ( IN FEET ) O91's 0 i\ III 1 inch= 20 _ IL. 'z Y FUTURE COURT --'� FOOTPRINT BEN ARK51 5 \ \ ;k E - V.=21.24' NAVD 1988 \ 9pk.. 31 / N 1264924.81 / / ` N0, �cOE 821482.12 > ` f \ 9�0 1 Y \ /0 ,jp .off 2'X12 GRATE ON S PIPE -20.27 \\ / 1.�.` ;FUTURE J / ^ \ ♦ t \ / /� FUTURE COURT FOOTPRINT \\ \ BUILDING \ "� /< FOOTPRIMT Al r \y/ :. \\ / \ \ \ 0' \ / / (,tj� / / / \ OANNHO E D TA/ \ \ -X12- GRAON S PIPE 2.91 \ 4o \ 9s � \ \ / X \ \ \ \ \ \ / / / / PORTA-POTTY \ \, Fl1TURE BUILDING yo; \ \ <\ F©OTPRINT;, ,1 �>, \ ;oxWORKER PARKING AWASNT H OMCA / \ TRASH \ \ \ \\ > AT&T 9�\ ` e� \ '' // PR�?VIDE INLET \\./ ��1 CONSTRU L11uI1i0t= 0\ PROTECTION G \ \ \ \ \ / (TYP) DETAILS ` / CATCH 21. IN \ t. RATEJUTURE: 0 �O v ARCHAEOLOGICAL: IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR �' �`' CATCH BASIN %` \ en RATE -20.96 CERAMICS, STONE TOOLS, OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH \ THE NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED PROJECT \ \\ ^+P x 4� (:. SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE MATERIALS \ \ \ \ STORAGE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH \ \ \ \ \\ \ DISCOVERIES. THE PERMITEE, OR OTHER DESIGNEE, SHOULD \ CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, REVIEW AND COMPLIANCE SECTION AT (850) 245-6333 OR (800) 847-7278, AS WELL AS THE \ \ \ \ \ APPROPRIATE PERMITTING AGENCY OFFICE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION FROM THE DIVISION OF HISTORICAL RESOURCES. IN THE EVENT THAT UNMARKED HUMAN REMAINS \ \ \ \ ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTES. \ \ d tY �♦Y�7 .�Y �Y LY_LY ♦Y LY ♦Y .iY L7 �Y iIII.�:1. �T �T "♦Y ♦t �Y♦Y ♦Y ♦Y ♦. L� � L_ t t gr1 0Y; �Y ♦Y �Y ,�7►.7► ♦T ♦2 ♦T ♦7 �Y..:�Y :♦7 :♦Y :♦7 ♦Y :♦Y :♦Y sT :♦T.sX ♦ (:T'S## T FFNCF AT \ 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 ONLY; THE EXACT LOCATION SHALL BE DETERMINED BY THE DOWNSTREAM DITCHES/SWALES. o 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 FILL/ GRADING. 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 AMERICAN VERTICAL DATUM (NAVD) OF 1988. TEMPORARY AND PERMANENT STABILIZATION PRACTICES: a -TEMP. SLIT FENCES/FLOATING TURBIDITY BARRIERS PER PLAN. 0 0 FLOOD ELEVATION FILTER FABRIC SHALL BE PLACED UNDER THE ROCK GRAVEL DRIVEWAY, AT THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONES "A" AND "X" PER THE FEDERAL ALL SWALE OUTFALLS, AND RETENTION POND OUTFALLS. Q EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP (FIRM) NUMBER -PERM. SEEDED/MULCHED,SOD. CONTROLLED GRADING AND DRAINAGE TO 12061CO103 H, MAP EFFECTIVE DATE: 124-12, AND FLOOD ZONE "X" PER MAP (FIRM) DETENTION BASINS. W NUMBER 1206100111 H, MAP EFFECTIVE DATE: 12-4-12 -STABILIZE ALL DE -LAUDED AREAS IF LEFT UNDISTURBED FOR MORE THAN 7 U W DAYS - USE RYE GRASS PER MANUFACTURER'S APPLICATION RATES, AND Qo EROSION CONTROL NOTES MULCHED WITH STRAW AT 4000 LB PER ACRE. O o U cUn 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 o1 o STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE FROM RECEIVING WATERS: w u wo w7x o xo L �ND. UP-SLOPE LAND DISTURBANCE TAKES PLACE. -TEMP. GRAVEL ENTRANCE ROAD, GRADED TO DRAIN TO A TEMPORARY w w Q o m a w 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY SEDIMENT SWALE OR RETENTION AREA.� ax�wo za5�= GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. -TEMP. DRAINS TO RETENTION PONDS z o o o w o m w 5 PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT -TEMP. BERMS AT PROJECT PERIMETER - PER PLAN. a r w f Uw z OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. -INLETS/OUTLETS WILL BE PROTECTED WITH FILTER FABRIC. o W = x w w w 3 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BEAPPLIED TODENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION -SILT FENCE SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF wo,iwwa��w�a +R,-833 w`jN3wwao / (7) DISTURBED AREAS. \ OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) -A DOUBLE ROW OF SILT FENCE WILL BE PROVIDED AROUND ALL STOCK PILE DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN 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.STABILIZED, d COVERED OR CONTAINED WITH SEDIMENT TRAPPING -DRY RETENTION SYSTEMS INCORPORATED AS PERMANENT BMP FOR WATER ■ O MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY QUALITY CONTROL. J p�j C) PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES L_ i ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. DESCRIBE IN DETAIL CONTROLS FOR THE FOLLOWING POTENTIAL POLLUTANTS: M J � N 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS WASTE DISPOSAL: Q NOT OTHERWISE PERMANENTLY STABILIZED. -ON SITE WASTE WILL BE CONTAINERIZED. _j Q 6. AFTER ANY SIGNIFICANT RAINFALL, (Yz' OR GREATER) SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL -CONCRETE/ STUCCO WASH AREA SHALL BE PROVIDED. AREAS SHALL BE PROTECTED WITH SILT FENCE AND STABILIZED/Q C Z BE CORRECTED IMMEDIATELY. -STOCKPILE O N 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS SEEDED IF LEFT UNATTENDED FOR MORE THAN 7 DAYS. � --I -Q LL. to CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, SLOPE DRAIN STRUCTURE OR APPROVED CONTROL. OFFSITE VEHICLE TRACKING: Zt 00 � = 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH -PROVIDE HARD SURFACE AT TEMP. DRIVEWAY (ROCK/GRAVEL DRIVEWAY). O OR CHANNEL. ALL STORM WATER INLETS THAT ARE MADE OPERABLE DURING -REGULAR MAINTENANCE OF ADJACENT ROAD RIGHT OF WAY, INCLUDING Q Z 0 Q 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 O m Q TREATED TO REMOVE SEDIMENT. APPLICATION RATES OF ALL FERTILIZERS, HERBICIDES AND PESTICIDES: C7 '' O O 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE SEDIMENT NONE PROPOSED. Z Oz W TAKEN TO MINIMIZE ENCROACHMENT, CONTROL TRANSPORT AND LL STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING 1 Zz W CONSTRUCTION. INSPECTION AND MAINTENANCE OF ALL SEDIMENT STORAGE, APPLICATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES: NONE PROPOSED. p (O 10. PERIODIC CONTROL Q STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL IV p DESCRIPTION OF THE MAINTENANCE PLAN FOR ALL STRUCTURAL AND 0-)C 06 Z BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING AT NON-STRUCTURAL CONTROLS. oV � W O CONDITION THE END OF EACH WORKING DAY. -CONTRACTOR SHALL HAVE SWPPP COMPONENTS INSPECTED BY A FDEP S W D - 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES CERTIFIED INSPECTOR AND MAINTAIN ALL CONTROLS DAILY, AND HAVE Q � INTERSECT PAVED PUBLIC ROADS,PROVISIONS SHALL BE WEEKLY SWPPP INSPECTION REPORTS PREPARED, AND WITHIN 24 HOURS OF � � L- U) (y MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY THE END OF ANY RAINFALL EVENT THAT IS Y2" OR GREATER.Z O _ TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT -ENGINEER SHALL INSPECT PERIODICALLY. 0 IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE W O ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF A SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THE Z a LL EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR FOLLOWING INFORMATION: C7 U m SWEEPINGAND 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 W W Z W THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO AND DRAINAGE PLAN, SHEETS C-500 THRU C-501. w W LARGER LAND -DISTURBING ACTIVITIES. 2. APPROXIMATE SLOPES AFTER MAJOR GRADING ACTIVITIES - SEE W Q U � CV 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY -. SHEETS C500 THRU C-501 Y 3. AREAS OF SOIL DISTURBANCE, - SEE SHEET C-500, AND THIS SHEET. ti 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 j Q O BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 5. LOCATION OF ALL MAJOR STRUCTURAL AND NON-STRUCTURAL 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NUMBERS 101, 102 AND 103 OF F.D.O.T. ROADWAY AND CONTROLS, -THIS SHEET. Z 6. THE LOCATION OF EXPECTED STABILIZATION PRACTICES, -THIS= - 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 T- J WATER OR MS4. SEE SHEET C-500 AND THIS SHEET. !;J:` 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED WATER QUALITY REQUIREMENTS. n HSTATE C/ ♦ C� 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. A COMMERCIAL DEVELOPMENT. 19. DEWATERING ACTIVITIES' A. DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B. CONTRACTOR MUST HAVE OR OBTAIN ATRANSFERABLE SJRWMD CONSUMPTIVE DESCRIBE THE INTENDED SEQUENCE OF MAJOR SOIL DISTURBING USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM ACTIVITIES: Z CONSTRUCTION DE -WATERING'. UNLESS DEWATERING ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. 1. SITE PREPARATION AND STABILIZE CONSTRUCTION ENTRANCE. Q C. NO HYDRAULIC PUMPS MAY BE USED FOR DEWATERING UNLESS APPROVED BY 2_ INSTALL SILT FENCE AROUND PERIMETER OF SITE. INSTALL THE WATER MANAGEMENT DISTRICT FOR THAT AREA. DEWATERING EXISTING TURBIDITY BARRIERS AT ALL OUTFALL LOCATIONS. CLEAR LAND, L j Z STORMWATER RETENTION AREAS (PONDSILAKES) MAY BE EXEMPT FROM THIS DEMOLISH EXISTING. 1-- O CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD. 3. RELOCATE TREES - PROVIDE TREE PROTECTION BARRIERS. Q D. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK 4. CLEAR LAND, DEMO BUILDINGS, PAVEMENT AND UNDERGROUND F-- Z BE REPORTED TO THE PROJECT ENGINEER AND TO INDIAN RIVER COUNTY. INFRASTRUCTURE. INFRASTRUCTURE. O 20. SEE ADDITIONAL DETAILS, SPECIFICATIONS AND REQUIREMENTS ON SHEET C-301. 5. FILL DITCHES. 6. GRADE SWALES AND RETENTION AREAS. J BEST MANAGEMENT PRACTICES (BMPS) AND MEASURES THAT WILL BE IMPLEMENTED AT TOTAL AREA OF THE SITE: ???ACRES Z bj THE CONSTRUCTION SITE AND TIME FRAMES IN WHICH THE CONTROLS WILL BE TOTAL AREA OF THE SITE TO BE DISTURBED THIS PHASE: ???ACRES O a- IMPLEMENTED: \ THE CONTRACTOR WILL USE SILT FENCE, FILTER BARRIERS, AND OTHER BMPS. THE TIME LJ..I � FRAMES FOR CLEARING, EARTHWORK, AND ANTICIPATED BMP'S ARE EXISTING DATA DESCRIBING THE SOIL OR QUALITY OF ANY STORMWATER Ld DISCHARGE: SEE SOIL BORINGS BY OTHERS. NO DISCHARGE FROM DISTURBED AREAS 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 _I PLAN PREPARATION: m IV) ~ Z 1. THIS PLAN ORIGINALLY PREPARED BY THE OWNER'S ENGINEER. THIS LLJ Q PLAN WILL BE MADE AVAILABLE TO CONTRACTOR TO EDIT, CHANGE, YW 0 MODIFY, AS IT DEEMS NECESSARY FOR COMPLIANCE WITH FDEP LJ REGULATIONS, PERMIT CONDITIONS, AND AS REQUIRED FOR 0 W „ 0 CONTRACTOR TO SIGN THE CERTIFICATION BELOW. > Z 2. THE FOLLOWING CERTIFICATION SHALL BE SIGNED BY THE ENTITY EE Q (CONTRACTOR) RESPONSIBLE FOR SWPP PLAN IMPLEMENTATION: W "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL O Q 0� ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN CL m ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED Of 0 Lu z PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION CL N Q SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO Q NOTES: MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR _ Q 1. THIS PLAN (SHEETS C-300 & C-301), COPY OF FDEP NOI (STATE OF FLORIDA GENERIC PERMIT FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE (n Q Z STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES) AND ALL BEST OF MY KNOWLEDGE AND BELIEF TRUE, ACCURATE, AND COMPLETE. 1 0 REQUIRED INSPECTION REPORTS, TESTS, AND ALL OTHER DOCUMENTATION SHALL BE KEPT AT AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING 0 THE PROJECT SITE. FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND 2. 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: " BY: DATE: / "'IN I CERTIFY UNDER THE PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH, THE CERTIFICA77ON TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER = []JOSEPH W. SGHULKE DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER SIGNATURE FL. REG. NO. 47048 POLLUTION PREVENTION PLAN PREPARED THEREUNDER," ❑JODAH B. BITTLE SWPPP FL. REG. NO. 57396 DESCRIPTION OF WORK/ NAME CONTRACTOR OR NAMEISIGNATURE DATE ❑ WILLIAM P. STODDARD RESPONSIBILITY TITLE SUB CONTRACTOR TO CERTIFICATION FL. REG. NO. 57605 (NAME, ADDRESS, PHONE) ate: JUN 13 2019 DATE: SGNATURE ;HEFT C-300 _ SIGNATURE ay_: PROJEC T 1\10. SIGNATURE / 18-182 Q -1Q2 / / 20'+- a M6 POST OPTIONS: U WOOD 2-1/2" MIN. DIA. WOOD 2"X4" OPTIONAL POST W PRINCIPLE POST z 1 OAK 1-1/2"X1-1/2" POSITIONS SILT FLOW POSITION (CANTED 20° M I U STEEL 1.33 LBS./FT. MIN. TOWARD FLOW) I 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 (L.F.) TYPE III SILT FENCE f 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 10. EFFICIENCY. ATTACH FILTER FABRIC -• 2. INSPECT AND REPAIR FENCE SECURELY TO UPSTREAM SIDE f�< OF POST.' . i AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. i t r 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT „ 10' MAXIMUM SPACING WITH WIRE WILL NOT CONTRIBUTEg s `� T SUPPORT FENCE, 6MAXIMUM SEDIMENT OFF-SITE AND CAN ,f SPACING WITHOUT WIRE SUPPORT BE PERMANENTLY STABILIZED. �u FENCE STEEL OR WOOD POST - 36" HIGH MAX. = PONDING HEIGHT PONDING HEIGHT O FLOW FLOW z--� Z J1 it 4"X6" TRENCH WITH 3/" MIN. DRAIN ROCK COMPACTED BACKFILL TRENCH DETAIL INSTALLATION WITHOUT TRENCHING TYPE IV SILT FENCE-N.T.S. I 3' MIN. STAKED AND TRENCHED I WIRE REINFORCED STAKED AND SILT FENCE TRENCHED SILT FENCE SURFACE < P 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 sF X: ' Ditch Curb & Gutter i. 6 ` COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES �- r FRAME >--"X4" WOOD FRAME ROSS BRACE ih --.. --_-- FRAME VIEW OF FRAME WITHOUT VIEW OF FRAME WITH SILT FENCE SILT FENCE 2"X2" STAKE FABRIC '+ ^`'`, X tZ Z < w SILT FENCE INLET PROTECTION-N.T.S. DROP II` 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 Management. - 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 13 I� Sod Silt Barrier 50' Max. 50' Max. I Sod Ditch Bottom Inlet Median Ditch 10' (TYp) - - _ Silt Barrier _�- - 50' M_ax. � 50' Max. I Ditch { Cross Drain -� } 50' Max. 50' Max. , Sod I-Endwall� Silt Barrier Limits Of Construction I I Limits Of Construction DITCH INSTALLATIONS AT DRAINAGE STRUCTURES LOOPS SIZED FOR 1" REBAR. LIFT 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. ROCK BAG LOGS (6"X6"X4') 4 TYPE I Ya' TIE ROPE FLOTATION ALL SEAMS HEAT SEALED ECONOMY FABRICS AVAILABLE 18 OZ. 300 LBAN. STANDARD Y" CHAIN TOP LOAD LINE %s' VINYL COATED STRESS PLATE (TO REMOVE CABLE WATER SEAL PRESSURE FROM FLOATS) FLOTATION TYPE 2. DOT FOR HIGHER CURRENT PVC SLOT -CONNECTOR FOLDS EVERY 6' WATERS (UP TO FIVE FEET PER SECOND): DEEPER LAKES, STREAMS, INTERCOASTAL STRESS BAND AND TIDAL AREAS. INCLUDES AN = o w STRESS PLATE ENCAPSULATED STEEL LOAD CABLE w LIJ O Z 6 ALONG TOP OF BARRIER AND 8"X8'X4' o U O 1 /s CHAIN BALLAST FLOTATION LOGS. WEAR STRESS POINTS Q ~ I �. AND LOAD LINE ARE REINFORCED WITH SHIELDS. GALVANIZED #24 100' STANDARD LENGTH SAFETY HOOK TYPE 11 18 (OR 22) OZ. VINYL COATED NYLON STRESS BAND 22 OZ. NYLON PVC SLOT -CONNECTOR REINFORCEDVINYLZz FLOATATION o w ~' STRESS PLATE TYPE 3. DOT IS SIMILAR TO TYPE 2. DOT w O Z EXCEPT THAT POLYPROPYLENE FILTER (Vj OI - FABRIC IS PERMANENTLY INSERTED INTO a I LAP LINK THE BARRIER SKIRT TO MEET SOME I STATE'S SPECIFICATIONS.%s" VINYL COATING CABLE 5/s' CHAIN (ON BOTH SIDES OF CURTAIN TO TYPE III GALVANIZED #24 REDUCE STRAIN) SAFETY HOOK NOTE: ANCHORING TO BUOYS AS AUTOMATIC FLASHING LIGHT SHOWN REMOVES ALL VERTICAL (ON AT DUSK -OFF AT DAWN) 100' ON BLOW-UP OF FORCES FROM THE CURTAIN, CENTER SHALL BE USED IN NAVIGABLE HENCE, THE CURTAIN WILL NOT SINK CHANNELS ONLY SHACKLE FROM WIND OR CURRENT LOADS. CONNECTION BUOY ATTACH LINES STANDARD TO SHACKLE CONTAINMENT SYSTEMS LIGHT UO N - I. L H Y 5' 5, ANCHOR (AS WATER SURFACERECOMMENDED - BY THE CANAUDITCHBED _ z CURTAIN MANUFACTURER)' t INLET GRATE OVERFLOW HOLES (OPTIONAL) GEOTEXTILE BAG 2"X2"X%" RUBBER BLOCK (TYP.) DEPTH=D FILTER SACKS FOR GRATED INLETS AND STABILIZED ROADWAYS-N.T.S. POLY WHATTLES OR GEOHAY CURB a INLET FILTER-N.T.S.w� LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS POLY WHATTLE' f� GRAB TENSILE STRENGTH ASTM D-4632OR GEOHAY G32 300 LBS. y,'y Lid'>>y CT GRAB TENSILE ELONGATION ASTM D4632 20% PUNCTURE ASTM 014833 120 LBS. I MULLEN BURST ASTM D-3786 800 P.S.I. TRAPEZOID TEAR ASTM 014533 120 LBS. W RESISTANCE P/j12ENT ASTM 014355 80% ' APOPENING SIZE ASTM DA751 40 US SIEVE w, ROCK BAG FLOW ASTM 01-0491 40 GAL 1MIN.lSQ. FT. PERMITTIVITY ASTM D-4491 0 55 SEC. -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS. �0"•+,,,� GRAB TENSILE ELONGATION ASTM 64632 20% '+ PUNCTURE ASTM 014833 135 LBS"'*,,, �1 MULLEN BURST ASTM 63786 420 P.S.I. '^ TJ��Q�EZ�J�T FlJ.� ASTM 64533 45 LBS, I ROCK BAGS W 12�5(STAAG`E ASTM D4355 90% APPARENT OPENING SIZE ASTM 014751 20 US SIEVE �'"••y f FLOW RATE ASTM 64491 200 GAL./MIN./SQ FT (PERMITTIVITY ASTM 0.4491 1.5 SEC. -1 "••;. SOCK -PIPE OR ROCK BAG FILTER-N.T.S. �- TEMPORARY SEDIMENT SWALE FULLY STABILIZED AND GRASSED PROVIDE ADDITIONAL SILT BARRIER/FILTER ADJACENT TO OUTFALL PIPE. TEMPORARY ADS OUTFALL IV t'r�C',_4 � -�*'.4�'� € •.f �L � .. t i, r^,� r"„-K+,g-_°��.` I� .� ��,". > .•^ t.Y,^ XYk I .I b,� r.:• h N,e .? ` r ���. !, i`.X."+j! �r''fi °�r.4.r •r =�:;. ,,� `+;9'>�'�c'�l,�W� , .r..`.o.'.r,;...��z sfr r.::,•c, ^'' rs €�=:��,r:.,h?.-_...•�t`.r�; 0_, . wf: °^, 1' �` 4'^`, U 1i ' t+,``,",^' "'."1• ,$ .,*a tt;•.,T ,,,y �! y a �r ?� t4- .4, 4 r I '.I�3i' ^, r't' Y 5 '„s.JY ,E�n}�'�•y s y�.`r "fv "�,'Y „t. a Pra�'"A ^`'' ;�'.` �"'`>' � z4 J �,:w �{ -" ... ^,Ya `. Qe ;+s' '�' ».e ,�'�q'"a •.�`:�!'o',w*'`M1 F?"^��'°,�s,�fS` .. r:,� s tita.`,�°��, < 3 ��,aX nti14. b,I!Vii".'.-d '.i .e`... _'i" - ...^J" !• d ,l":: ``, .,, r.e'�.' .K:...s 4 .''ca'`<. ✓'fi.. -.e.. r,k .�.. r -!.t r'�, ... .�C`:�.�fi..r. r., <. _ E::._ r..., .:. ',- 90° FITTING (SKIMMING MECHANISM) 12" MIN. TEMPORARY ADS OUTFALL 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. 0 in EXISTING TREE TRUNK- METAL T -POSTS OR APPROVED DIAMETER VARIES ALTERNATIVE 10' MAX. _ ORANGE VINYL CONSTRUCTION FENCING, g CHAIN LINK OR SNOW FENCING OR APPROVED � ' XV �a'j ' ~ 00 EQUIVALENT x•,`i `~i' 'h, .'Y+,`''�+ 'fit rxt•'� h}�/ LJ N ',;€ `x`✓•, }"." r. ^as ~s �,f�`;'fy'! ."*r" ui Ui z n c4 .# ''� 1 t e°d`ec'+.0 .'S. Q 'rif^�s��}✓A°,?#,7}�^#`�s ^� y� `: 3 �/1 Q LUiI Q ti NOTES: 1. ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY O o o v Vi O BARRICADED BEFORE AND ELEVATION DURING CONSTRUCTION W�N�� p ACTIVITIES. =A�wO w> r Wwac2Wm3ow 2. UNDERGROUND UTILITY LINES ORANGE VINYL CONSTRUCTION a=(LW,Z <5C=N SHALL BE ROUTED AROUND FENCING, CHAIN LINK FENCING, Zo=ao=Wo�mo3 EXISTING TREES TO THE OUTSIDE SNOW FENCING OR OTHER SIMILAR OF THE DRIPLINE WHERE ABLE. FENCING AT LEAST (4') HIGH AND �Ew~Ho�Ww�a pwx=mow 33ix w z a _ 1n >- U U a 1- AT A MAXIMUM OF SUPPORTED 3. INSTALLATION OF FENCES AND /EXISTING TREE TRUNK - TEN -FOOT (10') INTERVALS BY \ a 3 3 w 3 w a WALLS SHALL TAKE INTO DIAMETER VARIES METAL T -POSTS OR APPROVED CONSIDERATION THE ROOT METHODS SUFFICIENT TO KEEP \ SYSTEMS OF EXISTING TREES. THE FENCE UPRIGHT AND IN PLACE. WOODEN STAKES AND REBAR 4. FENCE/BARRICADE SHALL BE POSTS ARE NOT CONSIDERED AS Z INSTALLED AT PERIMETER OF ALL o AN APPROVED METHODEO TRESS OR GROUP OF TREES TO SUFFICIENT ENOUGH TO KEEP THE ,z- O U BE PRESERVED. FENCE SHALL FENCE UP RIGHT AND IN PLACE. � N L BE MAINTAINED DURING M N CONSTRUCTION. QQ C 5. DO NOT PARK HEAVY EQUIPMENT Q ON TREE ROOTS. DO NOT ADD Q W O N FILL 4" TO 6" AROUND TREE. ALL PLAN LL 0 WZt ORK WITHIN THE CRZ MUST BE DONE BY HAND. O 00 PROTECTIVE FENCING FOR Q � .0 U o TREES-N.T.S. W o w -� ;tom �:� ..m O 2 C W NOTE: LD = ALL STOCKPILES SHALL BE A MAXIMUM > O ORIENTATION WHEN INSTALLED OF 25' HIGH. N O (TIDAL SITUATION -TYPE III)-N.T.S. Z o N a' A STOCKPILE OF A g O - COMPACTED FILL- ERODIBLE MATERIAL } W Q \ NATIVE MATERIAL k4� I a �I Cp U_ U) N (OPTIONAL) Z ti PLYWOOD, 4'X2' 10 mil PLASTIC LINING -'ONCRET� PAINTED WHITE `� W O `VASHOU le BLACK LETTERS Z v J LL SECTION A -A 6" HEIGHT I 1& A I g € a g 1 t I a I t;11 � L m 9' MIN. LAG SCREWS W W \COMPACTED FILL I' -- A A 10 mil PLASTIC LINING J TYPE "ABOVE GRADE" WITH COMPACTED FILL CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S. RECEIVING OUTFALL SWALE OR DITCH. STAB( E/GRASS OR REVEGETATE.. ROVIDE SILT BARRIER AT WNSTREAM PROPERTY LII!'ITS. CONTRACTOR TO TEST TURBDITY LEVELS WEEKLY. 0 (Y" DIA.) ; SECTION A -A W Q > N WOOD POSTS (4„X4„Xg,)�-,"}.;,a f • It. 1...- G.,, 1,. 1 ;- 1...7 ...t. ,.f.,.1 SILT FENCE (TYP.) j ' c NOTE: V Z O f�. J r 'f7i 'F FOR STOCKPILING ERODIBLE Q ti `v �r MATERIAL FOR EXTENDED SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE p _� YyA PERIODS, THE AREA SHALL BE MATERIAL-N.T.S. � Z N SEEDED AND MULCHED. - I` ti ti CONCRETE WASHOUT SIGN w EROSION CONTROL AND DEWATERING NOTES V DETAIL (OR EQUIVALENT) OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND 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 2„ 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 n .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 4 m I . DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS Q RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. STAPLE DETAIL 5, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. W Z 0- 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED p IMMEDIATELY. T CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME I- Z J OR SLOPE DRAIN STRUCTURE. O 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR (- OTHERWISE TREATED TO REMOVE SEDIMENT. J ~ w O Z 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. O I_ L J D DIVERSION RIDGE REQUIRED 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHEDTHE . \ WHERE GRADE EXCEEDS 20% CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING (- \ 2% OR GREATER CONDITION AT THE END OF EACH WORKING DAY. 11, WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY Ljj ROADWAY 757 TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE �'✓1,w_r CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. FILTER FABRIC 12, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY SUPPLY WATER TO SECTION A -A MEASURES ARE NO LONGER NEEDED. WASH WHEELS IF 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. NECESSARY.- SPILLWAY 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND THE DETAILS AND NOTES ON THE PLANS. STRAW BALES, SANDBAGS OR 15, CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. J (,•• I CONTINUOUS BERM OF EQUIVALENT 16, CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. Q F- a HEIGHT. 17, THIS POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE. m V 18. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK (BY THE CONTRACTOR) AND MUST BE REPORTED TO THE PROJECT L J Q Z ?y ENGINEER. LOCATION SHALL BE DETERMINED BY THE ENGINEER. J D a t 0 19. DEWATERING ACTIVITIES' Y) r I Ly„ O V_ �0- NOTE: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL U W U i t USE SANDBAGS, STRAW BALES OR FLOW FLOW OTHER APPROVED METHODS TO PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS Z THAN 300,000 GPD FOR 30 DAYS OR LESS. 4 CHANNELIZE RUNOFF TO BASIN AS C - NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. Q W v REQUIRED. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDSILAKES) MAY BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM > WITH SJRWMD. O D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE V PROJECT ENGINEER. O Q 20. THE CONTRACTOR SHALL OBTAIN GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY. CL m . A - BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SITE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED UNTREATED DISCHARGE 0 W Z WATER SHALL BE PERFORMED TO DETERMINE IF CONTAMINATION EXISTS BY CONTRACTOR). IF NONE EXISTS, THE RESULTS SHALL BE SUBMITTED TO THE FDEP A 2'-3" COURSE AGGREGATE ' Z INDUSTRIAL WASTEWATER PERMITTING WITHIN ONE WEEK OF COMMENCEMENT OF DISCHARGE (C.O. ALI KAZI, P.E., 3319 MAGUIRE BLVD. SUITE 232, ORLANDO, FL, Q 0- V Q LL MIN. 6" THICK 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 _ o THE GENERIC PERMIT. N B - THE FACILITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A POINT O _ 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 U ` NOTES: NOT EXCEED ANY OF THE LISTED SCREENING VALUES. 4 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 (30)DAYS AFTER COMMENCEMENT OF DISCHARGE, AND THEN ONCE EVERY SIX (6)MONTHS CONDITION THAT WILL PREVENT TRACKING OR FOR THE LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OF 5, 'x FLOWING OF SEDIMENT ONTO PUBLIC 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. LNGINEER CERTIFICATION* 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. 4704 E FL. REG. N0.. SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION. LE h E - IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN A SCREENING VALUES FOR ❑ JODAH B. B . 57 , 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED DISCHARGE INTO: FL. REG. N0. 57396 ' GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL WASTERWATER PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. Parameter Fresh Waters Coastal watersWILLIAM P. STODDARD PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF ❑ DISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED IF THIS OCCURS. Total Organic Carbon (TOC) 10.0 mg/L 10.0 mg/L FL. REG. NO. 57605 PLAN 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 6.58.5 ` ON AN AREA STABILIZED WITH CRUSHED STONE STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, AND Total Recoverable Mercury 0.012 pg/L 0.025 pg/L JUN 13 2019 THAT DRAINS INTO AN APPROVED SEDIMENT TRAP SHALL ADHERE TO ALL CONDITIONS OF THE PERMIT, INCLUDING INSPECTIONS, REPORTING, Total Recoverable Cadmium 9.3 pg/L 9.3 pg/L DATE: DIVERSION RIDGE OR SEDIMENT BASIN. RECORD KEEPING AND CERTIFICATIONS. Total Recoverable Copper 2.9 pg/L 2.9 pg/L 50'MIN. Total Recoverable Lead 0.03mg/L 5.6 mg/L SliEET Total Recoverable Zinc 86.0 pg/L 86.0 pg/L C-301 Total Recoverable Chromium (Hex.) 11.0 pg/L 50.0 pg/L TEMPORARY GRAVEL CONSTRUCTION Benzene 1.0 pg/L 1.0 pg/L PROJECT NO- ENTRANCE/EXIT-N.T.S. Naphthalene 100.0 pg/L 100.0 pg/L J ` 18-182 � FOLDS FOR COMPACT STORAGE TYPE I. DOT FOR WATERS WITH LOW 0 CURRENTS (NO MORE THAN ONE FOOT PER SECOND) AND LIGHT WINDS: LAKES, p �+ w 0 z I PONDS, SMALL STREAMS, MARSHES. 0 0 o { FLEXIBLE TOP FLOTATION SECTION WITH NYLON a ENCAPSULATED EPS FOAM FLOTATION REINFORCED VINYL LOGS (6"X6"X4') 4 TYPE I Ya' TIE ROPE FLOTATION ALL SEAMS HEAT SEALED ECONOMY FABRICS AVAILABLE 18 OZ. 300 LBAN. STANDARD Y" CHAIN TOP LOAD LINE %s' VINYL COATED STRESS PLATE (TO REMOVE CABLE WATER SEAL PRESSURE FROM FLOATS) FLOTATION TYPE 2. DOT FOR HIGHER CURRENT PVC SLOT -CONNECTOR FOLDS EVERY 6' WATERS (UP TO FIVE FEET PER SECOND): DEEPER LAKES, STREAMS, INTERCOASTAL STRESS BAND AND TIDAL AREAS. INCLUDES AN = o w STRESS PLATE ENCAPSULATED STEEL LOAD CABLE w LIJ O Z 6 ALONG TOP OF BARRIER AND 8"X8'X4' o U O 1 /s CHAIN BALLAST FLOTATION LOGS. WEAR STRESS POINTS Q ~ I �. AND LOAD LINE ARE REINFORCED WITH SHIELDS. GALVANIZED #24 100' STANDARD LENGTH SAFETY HOOK TYPE 11 18 (OR 22) OZ. VINYL COATED NYLON STRESS BAND 22 OZ. NYLON PVC SLOT -CONNECTOR REINFORCEDVINYLZz FLOATATION o w ~' STRESS PLATE TYPE 3. DOT IS SIMILAR TO TYPE 2. DOT w O Z EXCEPT THAT POLYPROPYLENE FILTER (Vj OI - FABRIC IS PERMANENTLY INSERTED INTO a I LAP LINK THE BARRIER SKIRT TO MEET SOME I STATE'S SPECIFICATIONS.%s" VINYL COATING CABLE 5/s' CHAIN (ON BOTH SIDES OF CURTAIN TO TYPE III GALVANIZED #24 REDUCE STRAIN) SAFETY HOOK NOTE: ANCHORING TO BUOYS AS AUTOMATIC FLASHING LIGHT SHOWN REMOVES ALL VERTICAL (ON AT DUSK -OFF AT DAWN) 100' ON BLOW-UP OF FORCES FROM THE CURTAIN, CENTER SHALL BE USED IN NAVIGABLE HENCE, THE CURTAIN WILL NOT SINK CHANNELS ONLY SHACKLE FROM WIND OR CURRENT LOADS. CONNECTION BUOY ATTACH LINES STANDARD TO SHACKLE CONTAINMENT SYSTEMS LIGHT UO N - I. L H Y 5' 5, ANCHOR (AS WATER SURFACERECOMMENDED - BY THE CANAUDITCHBED _ z CURTAIN MANUFACTURER)' t INLET GRATE OVERFLOW HOLES (OPTIONAL) GEOTEXTILE BAG 2"X2"X%" RUBBER BLOCK (TYP.) DEPTH=D FILTER SACKS FOR GRATED INLETS AND STABILIZED ROADWAYS-N.T.S. POLY WHATTLES OR GEOHAY CURB a INLET FILTER-N.T.S.w� LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS POLY WHATTLE' f� GRAB TENSILE STRENGTH ASTM D-4632OR GEOHAY G32 300 LBS. y,'y Lid'>>y CT GRAB TENSILE ELONGATION ASTM D4632 20% PUNCTURE ASTM 014833 120 LBS. I MULLEN BURST ASTM D-3786 800 P.S.I. TRAPEZOID TEAR ASTM 014533 120 LBS. W RESISTANCE P/j12ENT ASTM 014355 80% ' APOPENING SIZE ASTM DA751 40 US SIEVE w, ROCK BAG FLOW ASTM 01-0491 40 GAL 1MIN.lSQ. FT. PERMITTIVITY ASTM D-4491 0 55 SEC. -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS. �0"•+,,,� GRAB TENSILE ELONGATION ASTM 64632 20% '+ PUNCTURE ASTM 014833 135 LBS"'*,,, �1 MULLEN BURST ASTM 63786 420 P.S.I. '^ TJ��Q�EZ�J�T FlJ.� ASTM 64533 45 LBS, I ROCK BAGS W 12�5(STAAG`E ASTM D4355 90% APPARENT OPENING SIZE ASTM 014751 20 US SIEVE �'"••y f FLOW RATE ASTM 64491 200 GAL./MIN./SQ FT (PERMITTIVITY ASTM 0.4491 1.5 SEC. -1 "••;. SOCK -PIPE OR ROCK BAG FILTER-N.T.S. �- TEMPORARY SEDIMENT SWALE FULLY STABILIZED AND GRASSED PROVIDE ADDITIONAL SILT BARRIER/FILTER ADJACENT TO OUTFALL PIPE. TEMPORARY ADS OUTFALL IV t'r�C',_4 � -�*'.4�'� € •.f �L � .. t i, r^,� r"„-K+,g-_°��.` I� .� ��,". > .•^ t.Y,^ XYk I .I b,� r.:• h N,e .? ` r ���. !, i`.X."+j! �r''fi °�r.4.r •r =�:;. ,,� `+;9'>�'�c'�l,�W� , .r..`.o.'.r,;...��z sfr r.::,•c, ^'' rs €�=:��,r:.,h?.-_...•�t`.r�; 0_, . wf: °^, 1' �` 4'^`, U 1i ' t+,``,",^' "'."1• ,$ .,*a tt;•.,T ,,,y �! y a �r ?� t4- .4, 4 r I '.I�3i' ^, r't' Y 5 '„s.JY ,E�n}�'�•y s y�.`r "fv "�,'Y „t. a Pra�'"A ^`'' ;�'.` �"'`>' � z4 J �,:w �{ -" ... ^,Ya `. Qe ;+s' '�' ».e ,�'�q'"a •.�`:�!'o',w*'`M1 F?"^��'°,�s,�fS` .. r:,� s tita.`,�°��, < 3 ��,aX nti14. b,I!Vii".'.-d '.i .e`... _'i" - ...^J" !• d ,l":: ``, .,, r.e'�.' .K:...s 4 .''ca'`<. ✓'fi.. -.e.. r,k .�.. r -!.t r'�, ... .�C`:�.�fi..r. r., <. _ E::._ r..., .:. ',- 90° FITTING (SKIMMING MECHANISM) 12" MIN. TEMPORARY ADS OUTFALL 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. 0 in EXISTING TREE TRUNK- METAL T -POSTS OR APPROVED DIAMETER VARIES ALTERNATIVE 10' MAX. _ ORANGE VINYL CONSTRUCTION FENCING, g CHAIN LINK OR SNOW FENCING OR APPROVED � ' XV �a'j ' ~ 00 EQUIVALENT x•,`i `~i' 'h, .'Y+,`''�+ 'fit rxt•'� h}�/ LJ N ',;€ `x`✓•, }"." r. ^as ~s �,f�`;'fy'! ."*r" ui Ui z n c4 .# ''� 1 t e°d`ec'+.0 .'S. Q 'rif^�s��}✓A°,?#,7}�^#`�s ^� y� `: 3 �/1 Q LUiI Q ti NOTES: 1. ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY O o o v Vi O BARRICADED BEFORE AND ELEVATION DURING CONSTRUCTION W�N�� p ACTIVITIES. =A�wO w> r Wwac2Wm3ow 2. UNDERGROUND UTILITY LINES ORANGE VINYL CONSTRUCTION a=(LW,Z <5C=N SHALL BE ROUTED AROUND FENCING, CHAIN LINK FENCING, Zo=ao=Wo�mo3 EXISTING TREES TO THE OUTSIDE SNOW FENCING OR OTHER SIMILAR OF THE DRIPLINE WHERE ABLE. FENCING AT LEAST (4') HIGH AND �Ew~Ho�Ww�a pwx=mow 33ix w z a _ 1n >- U U a 1- AT A MAXIMUM OF SUPPORTED 3. INSTALLATION OF FENCES AND /EXISTING TREE TRUNK - TEN -FOOT (10') INTERVALS BY \ a 3 3 w 3 w a WALLS SHALL TAKE INTO DIAMETER VARIES METAL T -POSTS OR APPROVED CONSIDERATION THE ROOT METHODS SUFFICIENT TO KEEP \ SYSTEMS OF EXISTING TREES. THE FENCE UPRIGHT AND IN PLACE. WOODEN STAKES AND REBAR 4. FENCE/BARRICADE SHALL BE POSTS ARE NOT CONSIDERED AS Z INSTALLED AT PERIMETER OF ALL o AN APPROVED METHODEO TRESS OR GROUP OF TREES TO SUFFICIENT ENOUGH TO KEEP THE ,z- O U BE PRESERVED. FENCE SHALL FENCE UP RIGHT AND IN PLACE. � N L BE MAINTAINED DURING M N CONSTRUCTION. QQ C 5. DO NOT PARK HEAVY EQUIPMENT Q ON TREE ROOTS. DO NOT ADD Q W O N FILL 4" TO 6" AROUND TREE. ALL PLAN LL 0 WZt ORK WITHIN THE CRZ MUST BE DONE BY HAND. O 00 PROTECTIVE FENCING FOR Q � .0 U o TREES-N.T.S. W o w -� ;tom �:� ..m O 2 C W NOTE: LD = ALL STOCKPILES SHALL BE A MAXIMUM > O ORIENTATION WHEN INSTALLED OF 25' HIGH. N O (TIDAL SITUATION -TYPE III)-N.T.S. Z o N a' A STOCKPILE OF A g O - COMPACTED FILL- ERODIBLE MATERIAL } W Q \ NATIVE MATERIAL k4� I a �I Cp U_ U) N (OPTIONAL) Z ti PLYWOOD, 4'X2' 10 mil PLASTIC LINING -'ONCRET� PAINTED WHITE `� W O `VASHOU le BLACK LETTERS Z v J LL SECTION A -A 6" HEIGHT I 1& A I g € a g 1 t I a I t;11 � L m 9' MIN. LAG SCREWS W W \COMPACTED FILL I' -- A A 10 mil PLASTIC LINING J TYPE "ABOVE GRADE" WITH COMPACTED FILL CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S. RECEIVING OUTFALL SWALE OR DITCH. STAB( E/GRASS OR REVEGETATE.. ROVIDE SILT BARRIER AT WNSTREAM PROPERTY LII!'ITS. CONTRACTOR TO TEST TURBDITY LEVELS WEEKLY. 0 (Y" DIA.) ; SECTION A -A W Q > N WOOD POSTS (4„X4„Xg,)�-,"}.;,a f • It. 1...- G.,, 1,. 1 ;- 1...7 ...t. ,.f.,.1 SILT FENCE (TYP.) j ' c NOTE: V Z O f�. J r 'f7i 'F FOR STOCKPILING ERODIBLE Q ti `v �r MATERIAL FOR EXTENDED SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE p _� YyA PERIODS, THE AREA SHALL BE MATERIAL-N.T.S. � Z N SEEDED AND MULCHED. - I` ti ti CONCRETE WASHOUT SIGN w EROSION CONTROL AND DEWATERING NOTES V DETAIL (OR EQUIVALENT) OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND 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 2„ 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 n .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 4 m I . DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS Q RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. STAPLE DETAIL 5, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. W Z 0- 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED p IMMEDIATELY. T CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME I- Z J OR SLOPE DRAIN STRUCTURE. O 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR (- OTHERWISE TREATED TO REMOVE SEDIMENT. J ~ w O Z 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. O I_ L J D DIVERSION RIDGE REQUIRED 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHEDTHE . \ WHERE GRADE EXCEEDS 20% CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING (- \ 2% OR GREATER CONDITION AT THE END OF EACH WORKING DAY. 11, WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY Ljj ROADWAY 757 TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE �'✓1,w_r CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. FILTER FABRIC 12, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY SUPPLY WATER TO SECTION A -A MEASURES ARE NO LONGER NEEDED. WASH WHEELS IF 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. NECESSARY.- SPILLWAY 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND THE DETAILS AND NOTES ON THE PLANS. STRAW BALES, SANDBAGS OR 15, CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. J (,•• I CONTINUOUS BERM OF EQUIVALENT 16, CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. Q F- a HEIGHT. 17, THIS POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE. m V 18. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK (BY THE CONTRACTOR) AND MUST BE REPORTED TO THE PROJECT L J Q Z ?y ENGINEER. LOCATION SHALL BE DETERMINED BY THE ENGINEER. J D a t 0 19. DEWATERING ACTIVITIES' Y) r I Ly„ O V_ �0- NOTE: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL U W U i t USE SANDBAGS, STRAW BALES OR FLOW FLOW OTHER APPROVED METHODS TO PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS Z THAN 300,000 GPD FOR 30 DAYS OR LESS. 4 CHANNELIZE RUNOFF TO BASIN AS C - NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. Q W v REQUIRED. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDSILAKES) MAY BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM > WITH SJRWMD. O D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE V PROJECT ENGINEER. O Q 20. THE CONTRACTOR SHALL OBTAIN GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY. CL m . A - BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SITE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED UNTREATED DISCHARGE 0 W Z WATER SHALL BE PERFORMED TO DETERMINE IF CONTAMINATION EXISTS BY CONTRACTOR). IF NONE EXISTS, THE RESULTS SHALL BE SUBMITTED TO THE FDEP A 2'-3" COURSE AGGREGATE ' Z INDUSTRIAL WASTEWATER PERMITTING WITHIN ONE WEEK OF COMMENCEMENT OF DISCHARGE (C.O. ALI KAZI, P.E., 3319 MAGUIRE BLVD. SUITE 232, ORLANDO, FL, Q 0- V Q LL MIN. 6" THICK 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 _ o THE GENERIC PERMIT. N B - THE FACILITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A POINT O _ 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 U ` NOTES: NOT EXCEED ANY OF THE LISTED SCREENING VALUES. 4 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 (30)DAYS AFTER COMMENCEMENT OF DISCHARGE, AND THEN ONCE EVERY SIX (6)MONTHS CONDITION THAT WILL PREVENT TRACKING OR FOR THE LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OF 5, 'x FLOWING OF SEDIMENT ONTO PUBLIC 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. LNGINEER CERTIFICATION* 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. 4704 E FL. REG. N0.. SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION. LE h E - IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN A SCREENING VALUES FOR ❑ JODAH B. B . 57 , 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED DISCHARGE INTO: FL. REG. N0. 57396 ' GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL WASTERWATER PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. Parameter Fresh Waters Coastal watersWILLIAM P. STODDARD PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF ❑ DISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED IF THIS OCCURS. Total Organic Carbon (TOC) 10.0 mg/L 10.0 mg/L FL. REG. NO. 57605 PLAN 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 6.58.5 ` ON AN AREA STABILIZED WITH CRUSHED STONE STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, AND Total Recoverable Mercury 0.012 pg/L 0.025 pg/L JUN 13 2019 THAT DRAINS INTO AN APPROVED SEDIMENT TRAP SHALL ADHERE TO ALL CONDITIONS OF THE PERMIT, INCLUDING INSPECTIONS, REPORTING, Total Recoverable Cadmium 9.3 pg/L 9.3 pg/L DATE: DIVERSION RIDGE OR SEDIMENT BASIN. RECORD KEEPING AND CERTIFICATIONS. Total Recoverable Copper 2.9 pg/L 2.9 pg/L 50'MIN. Total Recoverable Lead 0.03mg/L 5.6 mg/L SliEET Total Recoverable Zinc 86.0 pg/L 86.0 pg/L C-301 Total Recoverable Chromium (Hex.) 11.0 pg/L 50.0 pg/L TEMPORARY GRAVEL CONSTRUCTION Benzene 1.0 pg/L 1.0 pg/L PROJECT NO- ENTRANCE/EXIT-N.T.S. Naphthalene 100.0 pg/L 100.0 pg/L J ` 18-182 � N 20 J 0 15 20 40 120 L� ( IN FEET ) 1 inch = 20 ft. 03 Kea N 17Fi4Q2d p1 B N = 13. 45 25 N.. CONSTRUCT BIKE RACK AAA RIBBON RACK CO. MODEL NUMBER RB 05 ON VX 7' CONC. PAD CONSTRUCT ICKLEBALL COURT / x O \� C, \O ,r lo> L" 9 2 /0.o \ ti COURT \ CONSTRUCT -24 SPACE PARKING LOT PARKING AREA LIGHTING I 6� E ELECTRICAL PLANS WHEEL STOP (TM 1� CONSTRUCT LIGHTED PARK SIGN II X, \ \ \ on \ art J.? .� \ PROJECT INFORMATION SITE DATA FOR CITY OF SEBASTIAN AIRPORT PICKLEBALL COURTS APPLICANT: Q CITY OF SEBASTIAN; PAUL CARLISLE, CITY MANAGER p SEBASTIAN MUNICIPAL PARK PS ZONING DISTRICT REQUIREMENTS: 1225 MAIN ST. 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 FP (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%) 4925 13TH 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 F72 0.68 AC. (52.7%) VERO BEACH, FLORIDA 32960 2. PROPOSED OPEN SPACE AREA 26,814 FT2 0.62 AC. (47.3°/x) TEL: 772-794-1213 PRO�OSED USE OPEN SPACE REQUIRED: PICK BALL COURTS 56,713 FT2 X .20 = 11,342 FT2 0.26 AC. (20%) STREET ADDRESS 160 AIRPORT DRIVE EAST 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 x 8 COURTS= 16 SPACES LAND USE PROVIDED PARKING PUBLIC SERVICE STANDARD 23 SPACES HANDICAP 1 SPACE FLOOD ZONE TOTAL SPACES PROVIDED 24 SPACES F.I.R.M. NO. 12061COl11H, 12/04/2012 FLOOD ZONE 'X' AND F.I.R.M. NO. 12061COl03H, 12/04/2012 FLOOD ZONE W PROPOSED MAINT. ENTITY LEGAL DESCRIPTION CITY OF SEBASTIAN NONE PROVIDED BY OWNER. CONSTRUCTION SCHEDULE CONSTRUCTION • START NOTE: THIS IS A PORTION OF THE CITY'S MUNICIPAL AIRPORT PROPERTY. (AIRPORT EAST DRIVE) CONSTRUCTION FINISH: 8/20 \ PROPOSAL: \ - CONSTRUCT (8) EIGHT PICKLEBALL COURTS \ - ERECT LIGHTING W/ COIN METERED SWITCH \ - CONSTRUCT PARKING LOT W/ (24) TWENTY FOUR PARKING SPACES \ - CONSTRUCT RESTROOMS AND CANOPY \ - CONSTRUCT SIDEWALKS \ - INSTALL BIKE RACK \ BUILDING AREAS DELTA PROPOSED 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 STRIPING KEY 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 (24) `§ 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 (74) P = RPM MONO -DIRECTIONAL WHITEIMONO Q = RPM BI-DIRECTIONAL AMBER/AMBER R = FDP WHITE S = FDP YELLOW T= RPM BI-DIREC. WHITE/RED / NOTE: FDP DENOTES FLEXIBLE Opp DELINEATOR POST. b PARKING AREA LIGHTING f SEE ELECTRICAL PLANS SIGN LEGEND 21 FTP -21-06 HANDICAPPED PARKING SIGN PDMAB m FTP 1106 FTP -22-06 HANDICAPPED PCR r PARKING SIGN 5 w FNE FS Sifl18 STOPR1 1;, 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 RM/ ........................................ 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. 12061COl11 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 ACRYLIC SURFACE/ ASPHALT PAVEMENT COURT ASPHALT PAVEMENT a' d CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK ct g ro in o W N 0 0 u vi z Cv s Cn Q � p p Z Q p p U p w�o = Z 2 N> V ~ m W Top�}ld W4 maw NA �Wwac��m3ow K WO��F-d J�IOW a~a�Zwzowaa~3 Zo=ao�orz�w�g KKWF-Wp�zw JQ� owwmx,owww3N} wo==ww 0wya +r�a33w�'wD d� U E OE O U J 04 _I ¢ a) 0 Z W 0 rn a) J N LL cin 0 00 - Q c coO �00U= ZaQ- W0o M< O Zo02 z �W z z W AO> CDNv-- � O Q0WC:) J cD L, U) L O 1 LWi1 0 M� ZQJ W Z � mW Www W QU>N J ati ZN ti ti U v �F- Z J CL Ldi- rAA J � m (J)~ z JL�JJ=) Y LL- O U_ w „U a- >Z E Q W �LI cl > L_ W > OE-Qcr IL W M Of O w Z Q � N Q vQ z O - ENGINEER CERTIFICATION" []JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑ JODAH B. BITTLE FL. REG. NO. 57396 []WILLIAM P. STODDARD FL. REG. NO. 57605 .JUN 13 2019 DATE. SHEET C-400 PROJEC T NO. 18-182 ti Q p ct g ro in o W N 0 0 u vi z Cv s Cn Q � p p Z Q p p U p w�o = Z 2 N> V ~ m W Top�}ld W4 maw NA �Wwac��m3ow K WO��F-d J�IOW a~a�Zwzowaa~3 Zo=ao�orz�w�g KKWF-Wp�zw JQ� owwmx,owww3N} wo==ww 0wya +r�a33w�'wD d� U E OE O U J 04 _I ¢ a) 0 Z W 0 rn a) J N LL cin 0 00 - Q c coO �00U= ZaQ- W0o M< O Zo02 z �W z z W AO> CDNv-- � O Q0WC:) J cD L, U) L O 1 LWi1 0 M� ZQJ W Z � mW Www W QU>N J ati ZN ti ti U v �F- Z J CL Ldi- rAA J � m (J)~ z JL�JJ=) Y LL- O U_ w „U a- >Z E Q W �LI cl > L_ W > OE-Qcr IL W M Of O w Z Q � N Q vQ z O - ENGINEER CERTIFICATION" []JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑ JODAH B. BITTLE FL. REG. NO. 57396 []WILLIAM P. STODDARD FL. REG. NO. 57605 .JUN 13 2019 DATE. SHEET C-400 PROJEC T NO. 18-182 2.5' 2.5' 5' .5' 20' 1 5' 2.5' 70' .5' 20' 5' 5' 5' 20' 1 5' 2.5' 2.5' .5' NET TIGHTENER NET POST NET TIGHTENER I u•> N N CONCF LANI CV N - - N N PICKELBALL COURT DETAIL (PAVING, MARKING AND EQUIPMENT) SCALE: 1" = 10' DIA TRUSS-•. - 0 PtE N I N G ADA COMPLIANT LOCKING PROVIDEPOST CAPS MECHANISM. FORKED •- ALL POSTS CONTINUOUS TOP RAIL SWING IN EITHER DIRECTION (IN OR OUT) Z F - ♦♦♦♦♦♦♦♦♦♦1 ♦...♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦ . ........... . .......... .......... . ... ......... ........... .. ♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i1 ♦♦i♦iii♦i♦i♦i♦i♦i c♦i♦i♦i♦i♦i♦i iii♦i♦i♦i♦i♦i♦i♦i♦i♦i♦ ♦♦♦♦♦♦♦♦♦♦•I ♦♦♦♦♦♦♦♦♦....♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦ ♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i;� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦• . ,Qs :�i�i♦i♦i♦i♦i♦i♦i♦i♦i♦ BOTTOM,0. ALL WELDED • • DETAILS FOR ACCESSIBLE GATE AND FENCE NOT TO SCALE W Y V CL 1= O 2- V) V) O u N 00 00 0 N sr - 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. w 0 z W LL t0 ih U' z O rn a o w u z W LL t`- 2 w S J J LL m m 69' FULL HEIGHT FENCE (8') CHAIN LINK FENCE SPECIFICATIONS - CHAIN-LINK MESH SIZE FOR PICKLEBALL COURTS IS A 2" DIAMOND-SHAPED 9 -GAUGE FABRIC WITH VINYL COATED - FRAMEWORK AND FENCE FABRIC FRAMEWORK AS NEEDED, AND TO INCLUDE GATE POSTS, END POSTS, CORNER POSTS AND PULL POSTS (2.875" DIA MIN); LINE POSTS (2.375" DIA MIN.); TOP RAIL (1.660" DIA MIN), AND BOTTOM WIRE. - MIN t6" x�' STEEL STRETCHER BARS FULL HEIGHT OF FABRIC - ONE AT EACH GATE AND END POSTS, AND TWO FOR EACH CORNER AND PULL POSTS, SECURED WITH STEEL STRETCHER BAR BANDS. - 9 GAUGE GALVANIZED WIRE TIES SPACED ED 12" O.C. - 7 GAUGE COILED SPRING WIRE OR 6 GAUGE PERMAFUSED PVC TENSION E WIRE - PROVIDE CONTINUOUS TOP RAIL, HORIZONTAL RAIL BRACING AT MID HEIGHT BETWEEN ALL TERMINATE POSTS, CORNER POSTS, PULL POSTS AND ADJACENT LINE POSTS AND BOTTOM WIRE. - PROVIDE TRUSS RODS WITH TURNBUCKLE ATTACHMENT DIAGONALLY BETWEEN TERMINATE POSTS, CORNER POSTS, PULL POSTS, AND ADJACENT LINE POSTS. - CONSTRUCTION SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS, SECTION 550 LATEST EDITION - CONTRACTOR SHALL SUBMIT SHOP DRAWINGS/CUT SHEETS FOR APPROVAL PRIOR TO ORDERING MATERIALS. - ADA ACCESSIBLE STANDARDS FOR GATE HARDWARE - 309.4 OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. - 404.2.7 DOOR AND GATE HARDWARE: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MINIMUM AND 48" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 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"= 10' co W Z W LL 0 W J LL W U z W LL C7 O z O J co w u z W LL 0 w J J LL CD f,------------�\ I I I I I � I � � I � c e v co io I N NOTE - CREATING A'GAP BETWEEN THE THE NET AND COURT SURFACE IS OPTIONAL, AND DEPENDS ON PLAYER PREFERENCE. I SIDE LINE OF PICKLEBALL COURT � I I I I I&ECOMMENDdt) / / 22'-0" INSIDE POST -TO -INSIDE POST �r rNET POST, TYP. CENTER STRAP TOP AT 2'-10" I llllmimm4lKilfirtl . I _. .-. i 1 c7 li .1 r L_J CENTER STRAP ANCHOR 20'-0" COURT WIDTH r EQ. ° EQ. PICKLEBALL NET ELEVATIONS NOT TO SCALE SMALL IRREGULARITIES --- 10' STRAIGHT ED NON -COMPLYING SURFP 7C ' ',- 'r � J 1/4" MAX. 77/ 7/ _� 10' STRAIGHT EDC ; r CHECKING EVENNESS NON -COMPLYING SURFACC ' 3/8" MAX. - LINE OF TRUE PLANE 3/8" MAX. ESTABLISHED WITH SURVEY EQUIPMEt' COURT SURFAG&-,- CHECKING PLANARITY NOTES: A. PRIOR TO APPLYING FILLER COAT; THE ASPHALT PAVEM-ENT 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 TEXTUREAND 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 W SHALL BE REJECTED. 4. GENERALLY, SURFACE REQUIREMENTS SHOULD BE IIJ ACCORDANCE WITH FDOT STANDARD SPECIFICATION 330-12. I B. PRIOR TO APPLYING THE PLAYING SURFACE, ACRYLIC FLLER COAT(S) SHOULD BE APPLIED TO SMOOTH ALL IRREGULARITIES, AND PRO/IDE AND EVEN, PLANAR SURFACE. THE FOLLOWING PROCEDURES SHALL BE FOI'LOWED: 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 AGGREtSATE 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 & IRREGULAR�IITIES NOT TO SCALE LIQUID APPLIED ACRYLIC SURFACE SYSTEM (CUSHIONED OR NON -CUSHIONED) 1-1/2" ASPHALTIC CONC. (TYPE S-3) (MIN. 1000 P.S.I. MARSHALL) LINE MARKING ✓f 7�,rL�,rrz-y,�yrr�lrffi siF�i ' sllr'::�il, 6" COQUINA SHELL (EBV 100) COMPACTED-`_ PLAYING SURFACE X2 TO 98% MAX. DENSITY (AASHTO T-180) ••.• 8" STABILIZED SUB -GRADE (F.B.V. 50) _ ,-',fr • f//�/f �'�,/� ,� �- / ACRYLIC FILLER COAT X2 98% COMPACTION AASHT - f { "` =-_ ( O 180) T .� .� �f k -• a ASPHALT PAVEMENT MIXED TO A HOMOGENEOUS MATERIAL ------------ --`---" • --� '-"" -- W-�•-. --- ( CONCRETE BASE COAT FILL COMPACTED TO -... G. 98 MAX. DENSITY ., _ _. �.:� ( CONCRETE BASE /o 1. BASIC ACRYLIC SURFACE (BASE BID) NOTES: 1. DENSITY TEST REQ'D: MIN OF 1 PER EACH COURT (4 TOTAL) FOR EACH FOOT OF FILL, FOR STABILIZED SUBGRADE AND NOTE: FOR COQUINA SHELL BASE; AND 1 PER 70 LF OF CURB PAD. 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 NET P05T LOCATIONS: 22'-0" INSIDE P05T TO IN51DE POST CONCRETE FOOTING r i (BELOW PAVEMENT) I, CENTER STRAP ANCHOR ALIGN PIN WITH NET NET LINE PLAN PICKLEBALL NET CENTER STRAP ANCHOR NOT TO SCALE = NET TIGHTENER NET POST NET TIGHTENER TENNIS NET O t -- a m (/ m COURT BOTTOM RAIL OR 18" 1Ay PAVEMENT I NET P05T 5ET IN I 1/2!TYP.) ` MANUFACTURER'S - _ SLEEVE r TOP OF FOOTING TYPICALLY =1 I MI I urn a TC=�I Mir: __ CONCRETE I I A:.;,: n= •' -I o + 02 v -III= �I Q o=I I a ° : I- I 11: FOOTING BASE =I I '-' '.a II I= O w + m O POUR CONCRETE EDGING III -III: � � w TO STABLE17 UNDISTURBED COMPACTED CRUSHED lD a =III= .. .. •a. - 501L• a.. I 161Ir t... u �I ) I--1 a 11=1 11=1 I f=l k CONCRETE ' I �I I I•�� I I I I I I I � FOOTING TOP SEE NOTE # 1. 2'-0" DIA. Lu uj -'I 11SET SECTION NET POST SET SEE NOTE # 1. IN SLEEVE SECTION ' 2'-0" DIA. ' F_ I CONCRETE .: FOOTING ! : I.A� , .. a ( I CONCRETE • : - w'.': 1O" DIA. FOR 2 1/2" POST (TYP.) Z 1�I- 'III -I I II V - FOOTING BASE ; I I I,, II 12" DIA. FOR 3" P05T (TYP.) N NOTE # 1: a FOUNDATION h DEPTH € WIDTH SHALL VARY WITH PLAN PLAN THE SOIL TYPE t STRENGTH OF PYRAMID SHAPE THE NET P05T CYLINDER 5HAPE NET POST FOOTINGS NOT TO SCALE NOTE: IN AREAS SUSCEPTIBLE TO 6" DIA. FRO5T HEAVING, INCREASE FOOTING DEPTH TO 24"+ PIN / COURT PAVEMENT o s b i np o -_71� 1808 0"o IIi TIs CENTER STRAP ANCHOR CONCRETE FOOTING I a SII II I T9 IaTIllITi I b -I I I) I gib -o I I- COMPACTED CRUSHED STONE BASE COURSE illl��0�0_&IP' I111� iI I II i III iii COMPACTED 5UBGRADE 8" DIA. SECTION CONCRETE FOOTING r i (BELOW PAVEMENT) I, CENTER STRAP ANCHOR ALIGN PIN WITH NET NET LINE PLAN PICKLEBALL NET CENTER STRAP ANCHOR NOT TO SCALE NOTE # 1: FOUNDATION DEPTH MAY VARY WITH SOIL TYPE. POST SIZE, WIND LOADS, WOOD TYPE, SPACING, HEIGHT, OPENNE55 * FABRIC SELECTION. TYPICAL FENCE POST DETAIL NOT TO SCALE NOTES: 1. THE CONTRACTOR SHALL INCLUDE IN ITS BID FOR THE WORK, ALL EQUIPMENT AND ALL MATERIALS SO THE FINISHED PRODUCT IS A FULLY FUNCTIONAL PICKLEBALL COURT. ALL ANCILLARY EQUIPMENT AND MATERIALS INCLUDING BUT NOT LIMITED TO NETTING, FENCING, NET POSTS AND WINDSCREENS SHALL BE PROVIDED. 2. THE BIDDER SHALL INCLUDE AS AN ADD ALTERNATE, A "CUSHIONED ACRYLIC SURFACE" IN LIEN OF THE STANDARD "BASE ACRYLIC SURFACE" = COURT DIMENSION LINE - O t FENCE P05T (/ FENCE FABRIC BOTTOM RAIL OR TENSION WIRE I 1/2!TYP.) 3/4" (fYP.) COURT PAVEMENT OR SURFACE SYSTEM � r TOP OF FOOTING TYPICALLY mid,BELOW COURT SYSTEM -III-III- '' OR CONTIGUOUS TO ' _ CONCRETE EDGING III -III: � � - '•: COMPACTED CRUSHED STONE BASE COURSE OJNi=i m oz _II Lu uj -'I 11SET P05T IN SLEEVE (OPTIONAL) CONCRETE POST FOOTING 1O" DIA. FOR 2 1/2" POST (TYP.) 1�I- 'III -I I II V I I I II ; I I I,, II 12" DIA. FOR 3" P05T (TYP.) NOTE # 1: FOUNDATION DEPTH MAY VARY WITH SOIL TYPE. POST SIZE, WIND LOADS, WOOD TYPE, SPACING, HEIGHT, OPENNE55 * FABRIC SELECTION. TYPICAL FENCE POST DETAIL NOT TO SCALE NOTES: 1. THE CONTRACTOR SHALL INCLUDE IN ITS BID FOR THE WORK, ALL EQUIPMENT AND ALL MATERIALS SO THE FINISHED PRODUCT IS A FULLY FUNCTIONAL PICKLEBALL COURT. ALL ANCILLARY EQUIPMENT AND MATERIALS INCLUDING BUT NOT LIMITED TO NETTING, FENCING, NET POSTS AND WINDSCREENS SHALL BE PROVIDED. 2. THE BIDDER SHALL INCLUDE AS AN ADD ALTERNATE, A "CUSHIONED ACRYLIC SURFACE" IN LIEN OF THE STANDARD "BASE ACRYLIC SURFACE" co 0 0 W N f - O Ui cri z C° Q 0 0 0 Z VVi Q Zw�}U Ow =U' Uwp�}HN5, rw wavpm' R8 ww�moa�Ow pw tnraaZwOFaar3 Tomg �oowozm� ��Wr�p�ZWJaC9 owxx�w�ww3�� woL�'wwa��wma +�a33w�D Ln3wDa oma/ Z J � U � N to CO .I Qc J C) '- .. Q 0) WoQ) u Zt 00 0 00 Z 00 Q Q W o LLI O m Q _ 2 W ~ �0>co wx N T- � W CZ, ofN� Z� 0LLIo W Lj cp LL (n N 1 O 1 W W LL Wait Q�?N Ld co _j _j j Qo _� zN 0 W 'I ­_v J J m I - Z J LLLa J Y LL_ O U La „ U CL > z a:fQ clf F-mp:LLI O�Q� C- Cl� m Q IL (n Q 0 Q Z + O - ENCINEER CERTIFICAT70N` []JOSEPH W. SCHULKE LL. REG. N0. 47048 ❑ JODAH B. BITTLE FL. REG. NO. 57396 []WILLIAM P. STODDARD FL. REG. NO. 57605 `JUN X1`3 2013 DATE: SHEE T C-401 PROJEC T NO. J ` 18-182 ti O co 0 0 W N f - O Ui cri z C° Q 0 0 0 Z VVi Q Zw�}U Ow =U' Uwp�}HN5, rw wavpm' R8 ww�moa�Ow pw tnraaZwOFaar3 Tomg �oowozm� ��Wr�p�ZWJaC9 owxx�w�ww3�� woL�'wwa��wma +�a33w�D Ln3wDa oma/ Z J � U � N to CO .I Qc J C) '- .. Q 0) WoQ) u Zt 00 0 00 Z 00 Q Q W o LLI O m Q _ 2 W ~ �0>co wx N T- � W CZ, ofN� Z� 0LLIo W Lj cp LL (n N 1 O 1 W W LL Wait Q�?N Ld co _j _j j Qo _� zN 0 W 'I ­_v J J m I - Z J LLLa J Y LL_ O U La „ U CL > z a:fQ clf F-mp:LLI O�Q� C- Cl� m Q IL (n Q 0 Q Z + O - ENCINEER CERTIFICAT70N` []JOSEPH W. SCHULKE LL. REG. N0. 47048 ❑ JODAH B. BITTLE FL. REG. NO. 57396 []WILLIAM P. STODDARD FL. REG. NO. 57605 `JUN X1`3 2013 DATE: SHEE T C-401 PROJEC T NO. J ` 18-182 9 ;0 N r- iD ED TYPICAL ACCESSIBLE STRIPING SCALE: N.T.S 18" GENERAL NOTE: -THIS DETAIL IS FOR STRIPING DETAIL ONLY. PARKING SPACE CONFIGURATION SHOULD BE AS DEPICTED ON SITE PLAN 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. $ 250 FINE l FTP -22-06 F.S. 318.18 J J'j� FINE PER 12" LOCAL CODE 2 %s' DIA. CADMIUM PLATED STEEL BOLTS 3" DIA. GALVANIZED STEEL POST (STANDARD PIPE) y W/HEX NUTS i5 t ;-;t a, ti 2 Yz" DIA. GALVANIZEDr STEEL SLEEVE (DOUBLE EXTRA STRONG PIPE) a N NOTES: 1. THIS SIGN MAY ALSO BE WALL MOUNTED THESE SIGNS TYPICAL AT EACH ACCESSIBLE PARKING SPACE ACCESSIBLE PARKING SIGN N.T.S 2'-0" TYPICAL SIGN BASE WITHIN LANDSCAPED AREA SUB BASE THICKNESS VARIES, 8" MINIMUM. PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB -BASE SHALL BE PROVIDED. SUB -BASE SHALL BE A MINIMUM OF 6" THICK AND CONSIST OF 74" MINUS CRUSHED ROCK (ROAD BASE MATERIAL) COMPACTED TO 95% OF OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557. FINISHED SURFACE OF SUB -BASE SHALL BE FLAT AND LEVEL, WITH A MAXIMUM DEVIATION OF ?W, +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 PRE -FAB RESTROOM (BY OTHERS) 3" DIA. GALVANIZED STEEL POST (STANDARD PIPE) 6" PIPE BOLLARD Cv PAINTED TRAFFIC YELLOW FILLED WITH CONCRETE M 3,500 P.S.I. CONCRETE .•; � � tt, f`r i , 2 0.1 � °i'b`* Nl e r _�p t C SIGN BASE WITHIN PAVED AREA io SIGN BASE N.T.S TO BE PAINTED 6• TRAFFIC YELLOW (ALL SIDES) .17' 1' .33' CONCRETE .� 18" GALVANIZED PINS .75' CONCRETE WHEEL STOP N.T.S. 12" BICYCLE PARKING BLACK ON WHITS ONLY PLEASE 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. CD M STO P I NOTE: 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 IV POST FILL SO THAT FINISHED GRADE HEIGHT VERTICAL LOADS UNIFORMLY TO THE NATIVE SUBGRADE AND ALSO ACTS AS A FROST BARRIER. DUE TO THE INHERENT ~ (PERIMETER SIDEWALK OR EARTH) STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF FREEZING IS EQUAL TO FLOOR SLAB HEIGHT ACTION BELOW THE BUILDING. III 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, I 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 1— NATIVE SUBGRADE PERIMETER, TYPICAL FOR OTHER TYPES OF BUILDING CONSTRUCTION, IS NOT REQUIRED FOR THIS BUILDING. (1500 PSF BEARING CAPACITY MIN) CONCRETE WHEEL — STOP EXCEPT WHERE ADJACENT TO CURB OR SIDEWALK 10' I LO ch ch O 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 Q) q F co � o W N H � O M v z c U O Z 2 2 Lu L U � W TZUOm~pNU wwauiam r 3w vl am�awZw6iaa~3 zoF�oowp�m�g ��W~Wp�ZWJaC9 ow==0i,.wwZ3�� WO==wwd�0 Ld Kd +�a33w�N3w�a o, �\ U(00�So fz Mcn Q= J O 'E .. VZ LQ 00) LL. cn Q00 Z0¢.� Lu aoLU m O zZOW z W jo> aNa� C)tS s o W o WZ) LJ cz LL (q N zt r O I— C�>~ M� Z Q J� W —5 F- ll. WF- CIf W QU�N J j Qo �_ zN ti ti Un v �- / Z �F__ 0 J Q LIJ 0 I..1J I— m J J � m V) F— LLI Z J W J ::) Y LL O U w „U >Elfz Q Of W (10 0 < cy- CL Of m Q CL (n Q cy- 0 OQ Z U J ENCINEER CERTIFICATION ❑ JOSFPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITTLF FL. REG. NO. 57396 ❑ WILLIAM P. STODDARD FL. REG. NO. 57605 DUN: 13 2019 SHEET C-402 PROJECT NO. 18-182 J w moo s L } LC. ' W ACCESSIBLE 2.5' VEHICLE OVERHANG U �f PARKING SIGN (AS INDICATED ON PLAN) 60° 4„ 6" WHITE WHITE w (TYP.) (TYP.) a O O V ..J oC 2% MAX. SLOPE IN 12' 12' COD ' NOTE: ANY DIRECTION ONLY APPLIES IN WITHIN ACCESSIBLE SITUATIONS WITH PARKING SPACES ACCESSIBLE PATH 6" EQUALLY LOCATED AT EDGE OF SPACED CHEVRONS PARKING SPACES LU Z) ����' w w m m _ WHITE - ILO cD 2" 2„ 2" ;0 N r- iD ED TYPICAL ACCESSIBLE STRIPING SCALE: N.T.S 18" GENERAL NOTE: -THIS DETAIL IS FOR STRIPING DETAIL ONLY. PARKING SPACE CONFIGURATION SHOULD BE AS DEPICTED ON SITE PLAN 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. $ 250 FINE l FTP -22-06 F.S. 318.18 J J'j� FINE PER 12" LOCAL CODE 2 %s' DIA. CADMIUM PLATED STEEL BOLTS 3" DIA. GALVANIZED STEEL POST (STANDARD PIPE) y W/HEX NUTS i5 t ;-;t a, ti 2 Yz" DIA. GALVANIZEDr STEEL SLEEVE (DOUBLE EXTRA STRONG PIPE) a N NOTES: 1. THIS SIGN MAY ALSO BE WALL MOUNTED THESE SIGNS TYPICAL AT EACH ACCESSIBLE PARKING SPACE ACCESSIBLE PARKING SIGN N.T.S 2'-0" TYPICAL SIGN BASE WITHIN LANDSCAPED AREA SUB BASE THICKNESS VARIES, 8" MINIMUM. PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB -BASE SHALL BE PROVIDED. SUB -BASE SHALL BE A MINIMUM OF 6" THICK AND CONSIST OF 74" MINUS CRUSHED ROCK (ROAD BASE MATERIAL) COMPACTED TO 95% OF OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557. FINISHED SURFACE OF SUB -BASE SHALL BE FLAT AND LEVEL, WITH A MAXIMUM DEVIATION OF ?W, +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 PRE -FAB RESTROOM (BY OTHERS) 3" DIA. GALVANIZED STEEL POST (STANDARD PIPE) 6" PIPE BOLLARD Cv PAINTED TRAFFIC YELLOW FILLED WITH CONCRETE M 3,500 P.S.I. CONCRETE .•; � � tt, f`r i , 2 0.1 � °i'b`* Nl e r _�p t C SIGN BASE WITHIN PAVED AREA io SIGN BASE N.T.S TO BE PAINTED 6• TRAFFIC YELLOW (ALL SIDES) .17' 1' .33' CONCRETE .� 18" GALVANIZED PINS .75' CONCRETE WHEEL STOP N.T.S. 12" BICYCLE PARKING BLACK ON WHITS ONLY PLEASE 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. CD M STO P I NOTE: 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 IV POST FILL SO THAT FINISHED GRADE HEIGHT VERTICAL LOADS UNIFORMLY TO THE NATIVE SUBGRADE AND ALSO ACTS AS A FROST BARRIER. DUE TO THE INHERENT ~ (PERIMETER SIDEWALK OR EARTH) STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF FREEZING IS EQUAL TO FLOOR SLAB HEIGHT ACTION BELOW THE BUILDING. III 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, I 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 1— NATIVE SUBGRADE PERIMETER, TYPICAL FOR OTHER TYPES OF BUILDING CONSTRUCTION, IS NOT REQUIRED FOR THIS BUILDING. (1500 PSF BEARING CAPACITY MIN) CONCRETE WHEEL — STOP EXCEPT WHERE ADJACENT TO CURB OR SIDEWALK 10' I LO ch ch O 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 Q) q F co � o W N H � O M v z c U O Z 2 2 Lu L U � W TZUOm~pNU wwauiam r 3w vl am�awZw6iaa~3 zoF�oowp�m�g ��W~Wp�ZWJaC9 ow==0i,.wwZ3�� WO==wwd�0 Ld Kd +�a33w�N3w�a o, �\ U(00�So fz Mcn Q= J O 'E .. VZ LQ 00) LL. cn Q00 Z0¢.� Lu aoLU m O zZOW z W jo> aNa� C)tS s o W o WZ) LJ cz LL (q N zt r O I— C�>~ M� Z Q J� W —5 F- ll. WF- CIf W QU�N J j Qo �_ zN ti ti Un v �- / Z �F__ 0 J Q LIJ 0 I..1J I— m J J � m V) F— LLI Z J W J ::) Y LL O U w „U >Elfz Q Of W (10 0 < cy- CL Of m Q CL (n Q cy- 0 OQ Z U J ENCINEER CERTIFICATION ❑ JOSFPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITTLF FL. REG. NO. 57396 ❑ WILLIAM P. STODDARD FL. REG. NO. 57605 DUN: 13 2019 SHEET C-402 PROJECT NO. 18-182 J / N GRAPHIC SCALE 20 0 10 20 40 80 ip ( IN FEET) ; 1 inch = 20 ft / :rte1` 1"r ffZc , E 21.24' NAVD 1988 ♦ N� 4, N 1264924 Z .81 / E 821462 CATCH BASIN N. Nv.-13.7 ` -- EXISTING M TERED WATER SER ICE 6' n� FROMADMI BUILDING h� f ti Y\ \ 12"X12 -ATE ON + \ \ \ ♦ ADS "120.27 \ \ \ co EXIST. VALVE \ \ • \\ �\ (F ELRD LOCOATE) j FIELD ADJUST YARD DRAIN \ I ., COP LOWER TO EL. 21.5± MATCH \ \ . 41 1z F FINAL GRADE \ \ 41 WA• CO T. RP SEF \ \"\1 �� \ \ \ 4\ CONSTRUCT FIRE HYDRANT ASSEMBLY Kea LISTA: TO 1a' REDUCER STAINLESS STEEL LATERAL KIT (E -ONE) -1}" VALVE 14" CHECK VALVE SIDEWALK. 113 CU. FT. CANOPY AREA CONCRETE 145 REBAR MIN. OF 3000 PSI - FIBER MESH REINFORCEMENT v A< d 4 d SECTION X N.T.S. r i \4 rn11 lblb MA - CATCH BASIN h�Y ♦ ®GRATE -20.96/ :A \ 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 NOI 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 WIBACKFLOW 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 CANOPY AREA - CIRCUIT FOR SIGN - CIRCUIT FOR CAMERA SYSTEM C. SECURITY: - CAMERA SYSTEM (COORDINATE WITH CITY OF SEBASTIAN) SYMBOL LEGEND QS SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER -r PROPOSED WATER MAIN q,,,, »>• PROPOSED STORM DRAINAGE PIPE DIRECTION OF FLOW EXISTING GRADE XX -XX PROPOSED GRADE V PROPOSED FIRE HYDRANT V EXISTING FIRE HYDRANT ASSEMBLY pQ EXISTING VALVE OD STORMWATER DRAINAGE MANHOLE ® EXISTING STORMWATER DRAINAGE STRUCTURE XX XX STRUCTURE TAG (SEE THIS SHEET FOR TABLES) 0 PROPOSED INLET PROPOSED MITERED END SECTION -rn PROPOSED FORCE MAIN STORMWATER SYSTEM - TAILWATER DATA * PERMIT NO. 6177-22 NODE N-AA3-DEV MEAN ANNUAL 21.2 NGVD 25 YEAR 21.7 NGVD 100 YEAR 21.9 NGVD 1/ ti 0 00 � o cJ Ui ri z C O O O U Lo Q Wo '0�n � o Z��YO Dw FZO�Owm~NO wwQ a 3�w ara�Zwzo�aa'z'3 ZO1�oo_Z,0 oo m �OWJ~C7 ar,vv aK? v>r Z w= 0 \a33WD 31:wD(L d ...J f M L 0 W OJ LL o00 cl 5000 Z o Q - W0M O Zo0W r�O > V / N ,max CD � W �o WO W <�� LJ cD�ccooN r O W�j V_ CL tf 0 Q 0 u N 00 '-i 00 W '-i O N 0q A 8.5' 8.5' 70' (PICKLEBALL COURT) 10' 10' 70' (PICKLEBALL COURT) _ __...__....._ -- ...... - ---- -. - 22.90 23.48 2 48 22.75 2.75 24.0 -.........._........... _ _. _.._ _...._ ....•.......••••.••.......... _ �.._ _....._...._.... __.........................._..-_.._...-......................._........ _2.._._....- -........yam.,.............._ - ...... --------- _........ _...... ...... -..m...... _ .___............._........_.._._.-..................•...•........... 22.0 ..............._....-.._-...._ ... __... � �-� ..-... ....,...� - - - - - - - - - -- _ _ __.._ _.. - ... .- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ......................._ .......,.a�...:...... -....._._................••....•.•................_ ,a�,_........... ....................•. _ -- -- - - - - - - - - - - - 20.0, ......... ...... ......,.:...�,.._._.._...._.... .. 4:1 TO EXISTING----------_........................-......................_._... 18.0 ............ _ ,............................ ...... --- ........... ._............... ... .. ----•-----.............. ........_.._..--- .................... .... ....... ..._._._.,..._----......................... ...._.......-_. ......__....____-_____.-............... ........ _.,...._._......,-. GRADING -SECTION 50 SCALE V=10'-0" PROPOSED Q SIDEWALK Q 0q A 8.5' 8.5' 70' (PICKLEBALL COURT) 10' 10' 70' (PICKLEBALL COURT) _ __...__....._ -- ...... - ---- -. - 22.90 23.48 2 48 22.75 2.75 24.0 -.........._........... _ _. _.._ _...._ ....•.......••••.••.......... _ �.._ _....._...._.... __.........................._..-_.._...-......................._........ _2.._._....- -........yam.,.............._ - ...... --------- _........ _...... ...... -..m...... _ .___............._........_.._._.-..................•...•........... 22.0 ..............._....-.._-...._ ... __... � �-� ..-... ....,...� - - - - - - - - - -- _ _ __.._ _.. - ... .- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ......................._ .......,.a�...:...... -....._._................••....•.•................_ ,a�,_........... ....................•. _ -- -- - - - - - - - - - - - 20.0, ......... ...... ......,.:...�,.._._.._...._.... .. 4:1 TO EXISTING----------_........................-......................_._... 18.0 ............ _ ,............................ ...... --- ........... ._............... ... .. ----•-----.............. ........_.._..--- .................... .... ....... ..._._._.,..._----......................... ...._.......-_. ......__....____-_____.-............... ........ _.,...._._......,-. GRADING -SECTION 50 SCALE 1"=10'-0" R PICKLEBALL 15' 22.4' COURT - .................................•........................................••,•..................................................,..............._..............................•..• ...............•........ 1 26.0 ••......,• .................................. 26.0 22.90 VARIES 22_ 4 24.0'...................._.................•...m............_._..................... 111- TO'21 ,..... 22. 1S0 ......................4.0' . 22.0.....................•....._....-...-...-_......._.-...-...........- ....-._-..-..-.........-...-...-.... ...- 20.0' .............................................. ........... .................... ............... -.................................... I ...... ......... ..,••............................_..._ _ 20.0' 4:1 TO EXISTING 18.01................................._...__,...........••............-.....-....._................................................................................•15, _..... ..•.....-.......••.•.••••.•................,...........................18.0' ...._ GRADING -SECTION 5 SCALE V=10'-0" EXISTING rL SIDEWALK EXISTING P WED ROAD / PROPOSED PARKING AREA 6.6± 10' 10' 4' 5' 25.95± 39.55± 26.0,......._......•....._......................................._......_....._.......................................•..........................................•..................................................................................................................................,,..._....................................__..............•.•......._...............•...................._................................_.�.._..............._......._...................._..................... _...._.........m 21.98 24.0'........_....................................._..........................-..............._......................._............._.._........................_..,..........._......................,..........._..............................................................................__............................ ....__.....,.,.,........_._......_..............................................................,.............,...........__...................._................ ... _..._..._... - - 20.90 .30 21.50 X1.6 -- - 22.0 -7 � ��-._....................._ - - - - - 20.0' _:..,._.,,.,,_...,... �....-. .9 .._-. ...............m-___..._ _,......w_____. ,�....__....__ _,__..m_____..,-...-,__ � „____...u...____m.�._. -...��._.....,�.-.,_..._-..._-.__.---_..____.._.-...,..__-�__._._.__ _w H 18.0'... ------ _.,.., __...CONTRAC. �w.._..._..........._ 16.0' ... m.. m..._. � " 4" FORCE MAI IN CONTRACTOR TO VERIFY 8 WATER MAIN TOR TO VERIFY BUTT JOINT DEPTH & LOCATION OF DEPTH & LOCATION OF FORCE MAIN WATER MAIN GRADING -SECTION 50 SCALE V=10'-0" EXISTING PROPOSED SIDEWALK R SIDEWALK EXISTING PAVED ROAD j- 4' 5' 11.25' 13' 4' S' PICKLE Y. I VARIES COURT ..........._ ....................- ................ .,..........•.,,,..•.••...•....................................•.•........................................ ............ 26.0' ..... _'1.50 22.00 CARIES""""' 26.0 24.0.........................................................._,.....................................................77�.••........._..._ ............... -21.80-T..0...,,.................. _.,...........24.0 21.21 21.50 22.0..,,.,•.............•..m.. .....__...m..-_ *.........- _...-........................................................................ 23 00 22.0 ------- - - - - - - - - 20.0........_..........-..........•.•..............................................•.•...........__.........................................................-....-....-'....-._............................... r..__ - o........ 20.0 18.01 ............. ..... .._.......................... ............................................................................................. ....... _...... -.. m ............... ..... . .......................... ........................... . ..... 18.0 16.0'..........•................•.•.....•.....•••.•.,.,•...•.........._.._.....m.........•.••.................... ..............................••......•....................._.......__............................................................................................rt 16.0 - ROADWAY 4" FORCE MAIN CONTRACTOR TO VERIFY DEPTH & LOCATION OF FORCE MAIN GRADING -SECTION 50 SCALE 1"=10'4" 68.5± ......• _ _ _... .-. _.. ..-..._..................................... 22.90 •.................•••-._,_... - ....... _.. 24.a - - n m .--.._-...- .............. __.- _ 22.a __....._...._..._ ..__.....__.._ .._.. -- - � 20.a ............... _ .._... __......_ .......................... . _ -_. 18.0' 15 NOTE: ALL SLOPES 6:1 OR STEEPER SHALL BE SODDED. FLATTER SLOP MAY BE SEED/MULCHED AT ES _ THE CONTRACTORS OPTION. HOWEVER, CONTRACTOR IS RESPONSIBLE TO MAINTAIN STABILIZED CONDITION, CONTROL EROSION AND DELIVER A FULLY GRASSED SITE. R 19.6' _......_...... .......... ............_......R.II.....,............... .........• ........... 26.0' VARIES 22.83 ••..... _ .............................. -4-2200 ..21 .. 50 ................................ , .. .,....... 24.0' .00 TO ----------------------- -- ---... a...• ................. .... _.................... .....................................•.........,.._..............................,............ 22.0' 20.0' 4:1 TO EXISTING-•-••�- __ _..._.. __.__.....----------- - - --- --- a r.. -- 18.0' 16.0' - 15' _ Y ccs 0 0 w � cv 0 \ Ui (n Z �0- Q 2 Z 2 W ow � w wV' OWOwi-�nwi� �bWQ�am3�w irw��oa�l¢-crow�!1 ¢�airZ WOKQd�3 z03:yyy600�o�m�g Q ''' i--owbww-lz¢- o w z3�� wo.=moi+-mwzono wa�cywira C5 U Z E O O OU J O N M L L- J Q� W o� LL v, o 00 S00U� Z a Q - W0ma O zoOw U) Zo> I UN 0 M 06 Z0�N� = W O W J czL'UN �0 I- W0�� ZQJ M �LmLL W W QU-N it C.0J j Qo to ZN �w v 0 V) z O H U w J J � m N F-- Z JLaJD Y LL. O U_ w „U > z Q Ld >_ O f- Q Q:� 0- cy- m Qf O La Z Q0 -V)< W o Na z O - U 'ENGINEER CERTIFICATION []JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITTLE FL. REG. NO. 57396 ❑ WILLIAM P. STODDARD Fl_ REG. NO. 57605 JUN 13 2019 DATE: SHEET C-501 PROJECT NO. 18-182 GRADING -SECTION 50 SCALE V=10'-0" PROPOSED SIDEWALK rL It 6.5' 4' 32' 32' ..................••......................................_.. •..................................•.•••..••......•...,..............................................••....................................._........••................._......................m,........................._.........................................................................•.,...................... 26.a 21.65 22.27 21.98 _.............._......................................................_..•.•............•...... 21.63 .... _........... 21.40 26.0' ............................................................................................•.................•...•....•........_..............m_.........,.................._.........._........................,._.........................•........_.....•........._....._.........••........................................-..........................._.._ 24.0 -------------..._.•._...._........-_..._.... - - - - - - - - - 24.0' - 22.0' ........- ............... - -_......................,..............y..........................m......._..-...•• ..•. _..... ................ ............ 4:1 TO EXISING 22 0' 22.27 20.0'..........................•............................................_...........••................._........................................................•..•.•.............................................••..•.................................................................................................................••......•...-..........................._.....•...................................................•...................................................................... ....... 20.W ....... 18.01 ._........ .... ........................................ .....................................................••.•..•.••••..................._..................................................................................................._.................._........._...........................•.................._...........................•.•....•......._.............................................•.•.........................................•..•............................•....•.......... 64' (PARKING LOT) GRADING -SECTION 50 SCALE 1"=10'-0" R PICKLEBALL 15' 22.4' COURT - .................................•........................................••,•..................................................,..............._..............................•..• ...............•........ 1 26.0 ••......,• .................................. 26.0 22.90 VARIES 22_ 4 24.0'...................._.................•...m............_._..................... 111- TO'21 ,..... 22. 1S0 ......................4.0' . 22.0.....................•....._....-...-...-_......._.-...-...........- ....-._-..-..-.........-...-...-.... ...- 20.0' .............................................. ........... .................... ............... -.................................... I ...... ......... ..,••............................_..._ _ 20.0' 4:1 TO EXISTING 18.01................................._...__,...........••............-.....-....._................................................................................•15, _..... ..•.....-.......••.•.••••.•................,...........................18.0' ...._ GRADING -SECTION 5 SCALE V=10'-0" EXISTING rL SIDEWALK EXISTING P WED ROAD / PROPOSED PARKING AREA 6.6± 10' 10' 4' 5' 25.95± 39.55± 26.0,......._......•....._......................................._......_....._.......................................•..........................................•..................................................................................................................................,,..._....................................__..............•.•......._...............•...................._................................_.�.._..............._......._...................._..................... _...._.........m 21.98 24.0'........_....................................._..........................-..............._......................._............._.._........................_..,..........._......................,..........._..............................................................................__............................ ....__.....,.,.,........_._......_..............................................................,.............,...........__...................._................ ... _..._..._... - - 20.90 .30 21.50 X1.6 -- - 22.0 -7 � ��-._....................._ - - - - - 20.0' _:..,._.,,.,,_...,... �....-. .9 .._-. ...............m-___..._ _,......w_____. ,�....__....__ _,__..m_____..,-...-,__ � „____...u...____m.�._. -...��._.....,�.-.,_..._-..._-.__.---_..____.._.-...,..__-�__._._.__ _w H 18.0'... ------ _.,.., __...CONTRAC. �w.._..._..........._ 16.0' ... m.. m..._. � " 4" FORCE MAI IN CONTRACTOR TO VERIFY 8 WATER MAIN TOR TO VERIFY BUTT JOINT DEPTH & LOCATION OF DEPTH & LOCATION OF FORCE MAIN WATER MAIN GRADING -SECTION 50 SCALE V=10'-0" EXISTING PROPOSED SIDEWALK R SIDEWALK EXISTING PAVED ROAD j- 4' 5' 11.25' 13' 4' S' PICKLE Y. I VARIES COURT ..........._ ....................- ................ .,..........•.,,,..•.••...•....................................•.•........................................ ............ 26.0' ..... _'1.50 22.00 CARIES""""' 26.0 24.0.........................................................._,.....................................................77�.••........._..._ ............... -21.80-T..0...,,.................. _.,...........24.0 21.21 21.50 22.0..,,.,•.............•..m.. .....__...m..-_ *.........- _...-........................................................................ 23 00 22.0 ------- - - - - - - - - 20.0........_..........-..........•.•..............................................•.•...........__.........................................................-....-....-'....-._............................... r..__ - o........ 20.0 18.01 ............. ..... .._.......................... ............................................................................................. ....... _...... -.. m ............... ..... . .......................... ........................... . ..... 18.0 16.0'..........•................•.•.....•.....•••.•.,.,•...•.........._.._.....m.........•.••.................... ..............................••......•....................._.......__............................................................................................rt 16.0 - ROADWAY 4" FORCE MAIN CONTRACTOR TO VERIFY DEPTH & LOCATION OF FORCE MAIN GRADING -SECTION 50 SCALE 1"=10'4" 68.5± ......• _ _ _... .-. _.. ..-..._..................................... 22.90 •.................•••-._,_... - ....... _.. 24.a - - n m .--.._-...- .............. __.- _ 22.a __....._...._..._ ..__.....__.._ .._.. -- - � 20.a ............... _ .._... __......_ .......................... . _ -_. 18.0' 15 NOTE: ALL SLOPES 6:1 OR STEEPER SHALL BE SODDED. FLATTER SLOP MAY BE SEED/MULCHED AT ES _ THE CONTRACTORS OPTION. HOWEVER, CONTRACTOR IS RESPONSIBLE TO MAINTAIN STABILIZED CONDITION, CONTROL EROSION AND DELIVER A FULLY GRASSED SITE. R 19.6' _......_...... .......... ............_......R.II.....,............... .........• ........... 26.0' VARIES 22.83 ••..... _ .............................. -4-2200 ..21 .. 50 ................................ , .. .,....... 24.0' .00 TO ----------------------- -- ---... a...• ................. .... _.................... .....................................•.........,.._..............................,............ 22.0' 20.0' 4:1 TO EXISTING-•-••�- __ _..._.. __.__.....----------- - - --- --- a r.. -- 18.0' 16.0' - 15' _ Y ccs 0 0 w � cv 0 \ Ui (n Z �0- Q 2 Z 2 W ow � w wV' OWOwi-�nwi� �bWQ�am3�w irw��oa�l¢-crow�!1 ¢�airZ WOKQd�3 z03:yyy600�o�m�g Q ''' i--owbww-lz¢- o w z3�� wo.=moi+-mwzono wa�cywira C5 U Z E O O OU J O N M L L- J Q� W o� LL v, o 00 S00U� Z a Q - W0ma O zoOw U) Zo> I UN 0 M 06 Z0�N� = W O W J czL'UN �0 I- W0�� ZQJ M �LmLL W W QU-N it C.0J j Qo to ZN �w v 0 V) z O H U w J J � m N F-- Z JLaJD Y LL. O U_ w „U > z Q Ld >_ O f- Q Q:� 0- cy- m Qf O La Z Q0 -V)< W o Na z O - U 'ENGINEER CERTIFICATION []JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITTLE FL. REG. NO. 57396 ❑ WILLIAM P. STODDARD Fl_ REG. NO. 57605 JUN 13 2019 DATE: SHEET C-501 PROJECT NO. 18-182 00 e-1 G . 1, a 1= 0 2- -z V) O u C,4 00 00 0 0 tV 114" WIDE BY V DEEP SAW CUT. FILL WITH PAVEMENT SEALANT. SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION PCC JOINT (SEE DETAIL BLOW-UP) PCC JOINT (SEE DETAIL BLOW- MAKE SAW CUT IMMEDIATELY GENERAL PRIOR TO INSTALLING PAVEMENT IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED MINIMUM DIMENSION Qom' SEALANT 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 RAMP LOCATION A B ��o A BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FORTH PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE AT OUTSWING DOOR 44" 60" ,� G? , (FIRST PLACEMENT} (SECOND PLACEMENT) SPECIFICATIONS FOR ROAD AND - • • i µI - ; .e- '''� n° +"•+ i;. ?` PARAGRAPH IS REFERRED 6t' }.. . z , , r _,.! -j: s -.e ^e . ,�} y. u.:.,xr r ,k• ••+ Sx s fi N STANDARDS" LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PAR " ey - - t:: FDQTROADWAYANDTRAFFIC DESIGN I '`a x p . YXr ..a. % 9,- . ,. .„4f. . } "_ 11 E k" a f -ry. `� 3t :"lit t 4a,}+ :x rI TO IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. AT INSWING/SLIDING DOOR 44 48" I . �' ., v .«' t ".- K .a s1. r ,}.i:t. ? ) ;:.v?i. ' ..! . ..•, w` .r„+"' `•t', . a. `;!': PAVEMENT Q l .'? ".... z . , 4, _.4, • ff-� "..;: sl.:��.:; >.: ,. ALL vvo RK SHALL BE INA WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE NO DOORWAY 36" W. PAVEMENT !; - - ` ' :' _ . • • - . • >,1• P �� ' CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. j _ a THICKNESS •t-. , ' ,r; l� ; f b { f , ; e-dofno I 3.0 EXECUTION ( o 00 zz CID . SPECIFICATIONS FOR SUBMERSIBLE GRINDER LIFT STATION High Density Polyethylene Pipe (supplied by others) - Pipe shall be have a working pressure of 160 psi minimum and shall be PUMP 1 GENERAL UTILITY NOTES - ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH"INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, 1.0 General DESCRIPTION: The MANUFACTURER shall furnish complete factory-buitt and tested grinder pump unit(s), each classified SDR per ASTM D 3035. Pipe Dimensions -The SDR (Standard Dimension Ratio) of the pipe supplied shall be as specified by the SPECIFYING 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 MARCH,201&- - 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. 1.01 GENERAL consisting ofa grinder pump core(s) all suitably mounted on an integral stand of stainless steel, special polyethylene tank, electrical disconnect (NEMA 6P), pump removal harness, discharge assembly/shut-off valve, anti -siphon valve/check valve 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 dedicated level controls and motor controls. Ail factory tests shall incorporate each ofthe above listed items Actual appurtenances and controls which will be installed in the field shall be particular to the tested pump only. A common set of - - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THIE"INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, MARCH 2014.- WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT quick assembly, electrical alarm assembly and all necessary internal wiring and controls. For ease of serviceability, all pump psi in the factory. appurtenances and controls for all pumps is not acceptable. Certified test results shall be available upon request showing the CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. motortgrinder units shall be of like type and horsepower throughout the system. Construction Practices - Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe operation of each grinder pump at two different points on its curve. Additional validation tests include: integral level control - THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, INDIAN RIVER COUNTY UTILITIES, U.N.C.L.E. AND 1.02 SUBMITTALS: After receipt of notice to proceed, the MANUFACTURER shall furnish a minimum of six sets of shop drawings must be stacked for storage, such stacking should be in accordance with the pipe manufacturer's recommendations The pipe performance, continuity to ground and acoustic tests of the rotating components. ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE 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 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. The ENGINEER reserves the fight to inspect such testing procedures with representatives ofthe OWNER, at the GRI NDER FIELD. - ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION1 BACTERIOLOGICAL,EXFILTRATIONf INFILTRATION, LAMPING, T.V. 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 Segments of pipe having cuts or gouges in excess of 10 percent of the wall thickness of the pipe shall be cut out and removed The undamaged portions ofthe pipe shall be rejoined using the buff fusion joining method Sections of polyethylene pipe should PUMP MANUFACTURER'S facility- All HOPE basins shall be factory leak tested to asswe the integrity of all joints, seams and penetrations. All necessary 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 TESTINGANSPECTIONS, AND GIVEN 24 HOUR PRIOR supplied by one grkWer pump station manufacturer. The CONTRACTOR shall be responsible for the satisfactory operation of the be joined into continuous lengths on the job site above ground- The joining method shall be the buff -fusion method and shall be penetrations such as inlets, discharge fittings and cable connectors shall be included in this test along with their respective NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TESTANSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. entire system. The equipment specified shall be a product ofa company experienced in the design and manufacture of grinder performed in strict accordance with the pipe manufacturer's recommendations. The butt -fusion equipment used in the joining sealing means (grommets, gaskets etc.). SENTRY PROTECT PLUS PANEL DUPLEX kWER 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 procedure shall be capable of meeting all conditions recommended by the pipe manufacturer. including, but not limited to. fusion 3.02 CERTIFIED SERVICE PROGRAM: The grinder pump MANUFACTURER shall provide a program implemented by the Z C14 -- 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 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 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 SEWER AND FORCE MAIN NOTES: GENERAL within this specification.The MANUFACTURER of the grinder pump station shall be Environment One Corporation (or Proposed cable -type chokers should be avoided. Nylon slings are preferred. Spreader bars should be used w hen lifting long, fused sections. their own service department for a minimum of 3D years and currently employ a minimum of five employees specifically in the - POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO A DEPTH OF SIXTEEN FEET. 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 Care should be exercised to avoid cutting or gouging the pipe. Installation - Assemble the compression fittings according to the fitting manufacturer's recommendations service department. As part of this program, the MANUFACTURER shall evaluate the service technicians as well as the service organization GRANATY SEWER PIPE AND FITTINGS - GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST 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 The trench and trench bottom should be constructed in accordance with ASTM D 2321. Embedment materials should be Class 1, Class 11 or Class III materials as defined in ASTM D 2321 - The use of Class IV andlor Class V materials for embedment is not 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 ASTM DESIGNATION D 3034 -SDR 35. - FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SMALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE MANUFACTURER, the ENGINEER recognizes that it will be difficult to conform to certain details of this Specification due to recommended and should be allowed only with the approval of the SPECIFYING ENGINEER. Bedding of the pipe should be r INSTALLED. different manufacturing techniques or grinder pump station designs. If proposing an Alternate, the CONTRACTOR (supplier) must submit, no less than 15 business days in advance of the bid date, a complete description of any changes that will be necessary to 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 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. - POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JIM, OR INDIAN RIVER COUNTY UTILITIES the system design, a complete submittal package as outlined in Section 102 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 2321 using Class 1, Class 11 or Class III materials, Materials used and compaction shall be as specified by the SPECIFYING ENGINEER. In where a compaction of 85 percent Standard Proctor Density is not attainable. the SPECIFYING ENGINEER 2- Inventory Management -The service company must maintain an appropriate level of inventory (pumps, tanks, panels, DEPARTMENT APPROVED EQUAL. MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE I (I 2454-B), cleanouts, if any), a list of exceptions to this specification, and demonstration of compliance to Section 1.04 EXPERIENCE cases may wish to increase the SDR of the pipe to provide adequate stiffness. ASTM D 2321 sections titled 'Minimum Cover for Load service parts, etc I including regular inventory review and proper inventory labeling Service technicians will also maintain ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. CLAUSE of this specification. The CONTRACTOR (supplier) must also complete the Manufacturer Disclosure Statement found at Application,* 'Use of Compaction Equipment" and 'Removal of Trench Protection"should apply unless directed otherwise by the appropriate parts inventory and spare corels) on service vehicles. THE PIPE SHALL BE GREEN IN COLOR. JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH ASTM DESIGNATION D3212 TESTING the end of this specification. This information must be submitted to the ENGINEER for pre -approval ofthe aftemate equipment being proposed and determination of compliance with these Contract Documents. If the equipment differs materially or differs SPECIFYING ENGINEER. 3. Service Personnel Certification - Service technicians vvill maintain their level -specific certification annually. The certifications EXIFILTRATION OR INFILTRATION TESTS WILL BE REQUIRED ON ALL PIPE, AS DETERMINED BY UTILITY DEPARTMENT OR BUILDING from the dimensions given on the Drawings, the CONTRACTOR (supplier) shall submit complete drawings showing elevations, DUPLEX PROTECT PLUS: are given in field troubleshooting, repair, and training DEPARTMENT PERSONNEL. dimensions, or any necessary changes to the Contract Documents for the proposed equipment and its installation. Pre -approval, if Each grinder pump station shall include a NEMA 4X, UL -fisted alarm panel suftable for wall or pole mounting. The NEMA 4X 41� Service Documentation and Records - Start up sheets. service call records, and customer feedback will be recorded by the granted, will be provided in writing by the Engineer to the Contractor (supplier) at least five business days in advance of the bid date. tithe ENGINEER'S approval is obtained for Alternate Equipment, the Contractor (supplier) must make any needed changes 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 The 15 service company- 5. Shop Organization - The service company will keep its service shop organized and pumps will be tagged with site INSTALLATION - PIPE MUST BE LAID INA TRENCH FREE OF STONES, ROCKS, OR OTHER DELETERIOUS MATERIALS TO A DEPTH OF 6- BELOW THE BACKFILL SHALL BE TAMPED IN 12LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 95% in the structures, system design, piping or electrical systems necessary to accommodate the proposed equipment at the expense authorized personnel. The standard enclosure shall not exceed 12.5' W x 16'H x 7.6' D. panel shall contain one -amp circuit breaker for the alarm circuit and one 15 -amp double pole circuit breaker per core for the power circuit- The panel information at all times The shop will have all required equipment, a test tank, and cleaning tools necessary to service BOTTOM OF THE PIPE. OF THE MAXIMUM DRY DENSITY. DENSITY TESTS SMALL BE PERFORMED ON THE BACKFILL AT A MAXIMUM OF 200 FT. INTERVALS. of the Contractor (supplier). 1.04 EXPERIENCE CLAUSE: The equipment furnished hereunder shall be the product of a company experienced in the design and single pole shall contain a push -to -run feature, an internal run indicator, and a complete alarm circuit. Ali circuit boards in the alarm panel are pumps properly - ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF 36". manufacture of grinder pumps specifically designed for use in low pressure systems. All manufacturers proposing equipment for this shall have at least 10 years of experience in the design and manufacture of units of identical size(s) and performance 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 3.79'L x 2.38" W x 1.5' H. Visual alarm shall be mounted to the top of the inder 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 PIPE MATERIALS- PRESSURE FORCE MAIN (4r OR LARGER) project to the specified units. AJI manufacturers proposing equipment for this project must also have not less than 500 successful herein. An enclosure in such a manner as to maintain NEMA 4X rating. The audible alarm shall be externally mounted on the bottom of the 93 dB @ 2 feet The audible alarm shall be capable of being deactivated by depressing a push -type switch cores and discharge pipingthose into the tanks is the only assembly step required and allowed due to the workmanship issues POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATESTAWWA STANDARDS C900 AND ASTM D1784 AND =41, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIALAND CONFORM WITH installations oflow pressure sewer systems Utilizing grinder pumps of like type to the grinder pumps specified installation is defined as a minimum of25 pumps discharging into a common force main which forms a low pressure sewer enclosure, capable of that is encapsulated in a weatherproof silicone boot and mounted on the bottom ofthe enclosure (push4o-silence button). associated with other on-site assembly. Grinder pump cores must be boxed for ease of handling. THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. system. The contractor (supplier) proposing afternate equipment shall also submit, as part of the bid schedule, an installation list The high-level alarm system shall operate as follows: 3.04 INSTALLATION: Earth excavation and backfill are specified under SITE WORK, but are also to be done as a part ofthe work PVC PIPE SHALL BE GREEN IN COLOR (FORCE MAIN). with contact person(s), phone number(s) and date(s) of at least 10 installations at the type of pump specified herein that have 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 under this section, including any necessary sheeting and bracing. OFF-SITE FORCE MAIN AND FIITTINGS been in operation for at least 10 years. In lieu ofthis 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 the alarm light and buzzer will be delayed for a period of time based on user settings (default is 3-1/2 minutes) Ifthestationis still in high-level alarm after the delay, the light and buzzer will be activated. 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. - FORCE MAIN SHALL BE BROWN, GREEN OR WHITE AND CONSTRUCTED OF: I POLYVINYL CHLORIDE (PVC) PIPE PER ASTM D2241, SDR -21,200 PSI V41TH PUSH ON TYPE JOINTS WITH INTEGRAL WALL BELL. Bid Schedule. This performance bond will be used to guarantee the replacement of the equipment in the event that it fails within 2. The audible alarm may be silenced by means of the externally mounted pust-i--to-silence, button. The grinder pump stations shall not be set into the excavation until the installation procedures and excavation have been . FITTINGS SHALL BE PVC-ASTMO-1784, CLASS 2DO WITH GASKETED BELL JOINT PER ASTM4"139IF477, DIP PUSH ON OR MECH JOINT 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 3. The visual alarm remains illuminated until the sewage level in the wet well drops below the 'off" setting of the alarm switch for approved by the ENGINEER. FITTINGS PER AWWA C153 MAY ALTERNATIVELY BE USED. 2. POLYETHYLENE PIPE (PE,14W PER AWWA C-901-88 CLASS 200, DR), AND SHALL HAVE AWORKING PRESSURE OF 2DO PSI. 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 both pumps. Remove packing material. User instructions MUST be given to the OWNER. Hardware supplied with the unit, if required, will be DIMENSIONAL TOLERANCES SHALL CORRESPOND WITH ASTM D-2239, SDROF 9. JOINTS SHALL BE EITHER BY BUTT FUSION OR BY feet (80 PSIG). The pump(s) must also be capable of'operating at negative total dynamic head without overloading the motor(s). The entire alarm panel, as manufactured and including any ofthe following options shall be listed by Underwriters Laboratories, used at installation. The basin will be supplied with a standard 4'inlet grommet (45W OD) for connecting the incoming sewer COMPRESSION TYPE, N' A TOTALLY CONFINED GRIP SEAL AND COUPLING NUT. STAINLESS STEEL TUBE STIFFENER INSERTS SHALL Under no conditions shall in-line piping or vatiting 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 Inc- fine. Appropriate inlet piping must be used The basin may riot be dropped, rolled or laid on its side for any reason. BE USED. WHEN SPECIFIED, SERVICE SADDLES AT TAP SHALL BE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE W/ CORP accessories, induding, but not limited to, the panel for a period of 24 months after notice of OWNER'S acceptance, but no greater than 27 months after receipt of shipment. Any manufacturing defects found during the warranty period will be reported to the Contains the following features . Alarm Activated Dry Contacts - Normally open relay contact closes upon alarm activation. 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 STOP, - FORCE MAIN $HALL RAVE A MIN OF W COVER, EXCEPT 42"COVEIR UNDER TRAFFIC AREAS. MANUFACTURER by the OWNER and will be corrected by the MANUFACTURER at no cost to the OWNER- . Alarm Activated Contacts for Remote Indoor Alarm Module - Will Work with or wiflaout power to the alarm panel and is to allow for the concrete anchor. ON-SITE FORCE MAIN: 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 ofthe grinder pump designed to work with ElOne's Remote Sentry. A 6"inch (minimum) layer of naturally rounded aggregate, clean and free flowing, with particle size of not less than 1 /Wor more - SCH 80 PVC NTH GLUED JOINTS OR PIPEAS SPECIFIED ABOVE - MANUFACTURER, which certifies a minimum ofa 24 -month warranty. They must further detail any exclusions from the warranty . Includes Inner Door Dead Front than 34'shall be used as bedding material under each unit, or additional cost items required to maintain the equipment in warrantable condition, including all associated labor and shipping . Separate LED's for each condition A concrete anti -flotation collar, as detailed on the drawings, and sized according to the manufacturer's instructions, shall be VALVES fees, and certify that the MANUFACTURER will bear all costs to correct any original equipment deficiency for the effective period Provides protection from the following operating conditions: required arid shall be pre -cast to the grinder pump or poured in place. Each grinder pump station with its pre -cast anti -flotation GATE VALVES: SHALL BE RESILIENT SEATED GATE VALVES VVITH BRONZE BODY, BRONZE -MOUNTED, RESILIENT SEATED, ALL BURIED VALVES ofthe warranty. AM preventive maintenance type requirements shall be included in this form as exclusions. These requirements include, but are not limited to, unjamming of grinder mechanism, periodic motor maintenance, and periodic cleaning of liquid level Low Voltage (Brownout) Protection - A lockout cycle will prevent the motor from operating and will illuminate the Trouble collar shall have a minimum of three lifting eyes for loading and unloading purposes. NOWRISINGSTEM TYPE FITTED WITH"O-RING" SEALS. VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. controls. Should the CONTRACTOR (supplier) elect to submit a performance bond in lieu at the experience clause outlined above, this Warranty Performance Certification shall also be used as a criterion to evaluate the CONTRACTOR'S (supplier's) LED if: 0 the incoming AC Mains voltage drops below a predetermined minimum, typically 12% of nameplate (211 volts for a 240 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 PLUG VALVES performance over the warranty period. A Warranty Performance Certification form is included with the bid schedule and must be vok system) for 2 to 3 seconds, regardless of whether the motor is running necessary to pour the concrete to a level higher than the inlet piping, an 9' sleeve is required over the inlet prior to the concrete - CAST IRON BODY NON -LUBRICATED, ECCENTRIC TYPE, WITH RESILIENT SEATED PLUGS. VALVE SURFACES SHALL BE 90% NICKEL ACTIVATORS SHALL BE VTH SEALED ENCLOSURES. VALVES SHALL HAVE 2ACTUATING NUTS. VALVES SHALL BE RATED FOR completed and submitted as part of the bid package. Bids with incomplete forms or missing forms will be considered o the lockout cycle will end if the incoming AC Mains voltage returns to a predetermined value, typically 10% of being poured. GEAR nonresponsive. nameplate (216 volts for a 240 volt system). The CONTRACTOR will provide and install a 4-ficat piece of 4 -inch SCH 40 PVC pipe with water tight cap, to stub -out the inlet 150 P.S. I. The system continues to retest the voltage every second indefinitely. If the lockout cycle has been initiated and the voltage for the property owners' installation contractor, as depicted on the contract drawings. MARKING: comes back above the predetermined starting voltage, the system will function normally. The Trouble LED remains n. The illuminated during Brownout condition and a corresponding Brownout message will be displayed on the LCD scree ElOne requiresthatan E/One Uni-Lateral assembly (E/One part number NBO184PXXor NCO193GXX)orE/CineRedundant TWO-INCHWIDE IDENTIFICATION TAPE SHALL BE SPIRAL -WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. TAPE SHIALL HAVE THE EVERY 24 INCHES. 2.01 PUMP: The pump shall be a custom designed, integral, vertical rotor, motor driven, solids handling pump of the progressing a LED will turn offwhen the Brownout condition ends and the LCD message remains latched until the panel is reset. The Check Valve (E/One part number PCO051GX)0 be installed in the pipe lateral outside the home between the pump discharge WORDSWATER MAIN" OR"FORCE MAIN"IN 3W HIGH LETTERS APPEARING ONE OR MORE TIMES PIPING SHALL BE INSTALLED WITH #10 GA. THWA INSUL STRANDED COPPER WIRE ATTACHED FOR LOCATING PURPOSES. cavity type with a single mechanical seat. Double radial O-ring seals are required at all casting joints to minimize corrosion and audible and visual alarm will not be activated unless there is a high wastewater level in the tank. and the street main on all installations. 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 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 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 ofthe CONTRACTOR and INSTALLATION: - MAJNS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.WA STANDARD C600, C900, ASTM D-2774 AND A.W.W.A. MANUAL compounded ethylene propylene synthetic elastomer. This material shall be suitable for domestic wastewater service. Its physical shall include high tear and abrasion resistance, grease resistance, water and detergent resistance, temperature the LCD screen. The condition is rechecked every 2D minutes and the LCD message remains latched. If the condition is the ENGINEER to coordinate with the individual property owner(s) to determine the optimum location for the alarm panel. M23 AND THE MANUFACTURERS RECOMMENDED PROCEDURES. properties stability, excellent aging properties, and outstanding wear resistance. Buna-N is riot acceptable as a stator material because it satisfied, the pump is allowed to cycle normally and the Trouble LED will go out, but the LCD message remains latched. The LCD message will remain latched until the panel is reset. If the condition is riot satisfied after 3 consecutive attempts, the The CONTRACTOR shall mount the alarm device in a conspicuous location, as per national and local codes. The alarm panel be to the station by a length of 6 -conductor type TC cable as shown on the contract drawings. The WATER MAINS $HALL CROSS ABOVE SANITARY SEWER, STORM SEWERS, FORCE MAINS, OR RECLAIMEDWATER LINES WITH A MI NIMUM OF 18"VERTICAL SEPARATION, OR CONSTRUCT DUCTILE IRON PIPE AT THE CROSSING SUCH THAT ALL PIPE JOINTS ARE does riot exhibit the properties as outlined above and required for wastewater service. 2.02 GRINDER: The grinder shall be placed immediately below the purnping elements and shall be direct -driven by a single, 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 at any time, a pump run cycle will be activated. will connected grinder pump power and alarm circuits must be on separate power circuits. The grinder pump stations will be provided with 32 feet total, 25 EQUAL DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO (2) JOINTS, WATER MAIN SHALL BE LOCATED AT LEAST I O -FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, FORCE MAINS 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 presented High System Pressure Protection - A 2D -minute lockout cycle will prevent the motor from operating and will illuminate the feet of useable, electrical supply cable to connect the station to the alarm parel. This cable shall be supplied with a FACTORY INSTALLED ECID half to connect to the mating EQD half on the core. AND RECLAIMED WATER MAINS. HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAJNED, ONLY THOSE ALTERNATE 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 ofthe Trouble LED when the pressure in the discharge line 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. Ifthe condition is 3.05 BACKFILL REQUIREMENTS: Proper backfill is essential to the long-terin reliability of any underground structure. Several WHEN THE MINIMUM SOLUTIONS ACCORDING TO THE"RECOMMENDED STANDARDS FOR WATER WORKS" (LATEST REVISION) SHALL BE USED, stationary type and the material shelf be white cast iron. The teeth shall be ground into the material to achieve effective grinding. time, the cutting torque. satisfied, the pump is allowed to cycle normally and the Trouble LED will turn off, but the LCD message remains latched. The LCD latched until the is reset. If the condition is not satisfied after 3 consecutive attempts, the 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 I A 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'LIFTS TO The shredder ring shall have a staggered tooth pattern with only one edge engaged at a maximizing These materials have been chosen for their capacity to perform in the intended errAronment as they are materials with wear and message will remain panel pump is locked out indefinitely and the audible and visual alarm will be activated. The LCD message and alarms will remain and Class 1 B are recommended where frost heave is a concern; Class 1 B is a better choice when the native soil is sand or if a ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. INSTALLED WITH A MINIMUM OF 36'OF GROUND COVER AND 4T BELOW ROADS,DRIVEWAY OR PAR19NG LOTS IN corrosive resistant properties. latched until the condition is removed and the panel is reset. high, fluctuating water table is expected. Class 1, angular crushed stone, offers an added benefit in that it doesn't need to be MAINS MUST BE ACCORDANCE WITH DETAILS AND SPECIFICATIONS IN THESE PLANS. This assembly shall be dynamically balanced and operate without objectionable noise oribration over the entire range of In all of the above cases, if more than one error condition is presented, the LCD message depicting the most recent error condition compacted. 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 will be displayed. PROTECT PLUS FEATURES: Class It, naturally rounded stone, may require more compactive effort, or tamping, to achieve the proper density. lithe native soil condition consists of clean compactable, soil, with less than 12% fines, free of ice, rocks, roots and organic material, it may be an TAPPING SLEEVESIVALVES TAPPING SLEEVES SHALL BE MECHANICAL JOINT TYPE WITH DUCTILE IRON OR STAINLESS STEEL BODIES AND HARDWARE. THE which would impair the operation of the pump. These requirements shall be accomplished by the following, in conjunction with the . High/Low Voltage monitoring with Trouble indication acceptable backfill. Soil must be compacted in lifts not to exceed one loot to reach a final Proctor Density of between 85% and TAPPING VALVE SHALL BE GATE VALVE SPECIFICALLY DESIGNED FOR THE PURPOSE OF TAPPING PRESSURIZED MAINS, AND SHALL BE pump: 1. The grinder shall be positioned in such a way that solids are fed in an upward flow direction. . HighlLow Wattage (wattage is used instead of current because it is a better indicator of pump performance) monitoring with 90%. Heavy, rion-compactable clays and silts are not suitable backfill for this or any underground structure such as inlet or COMPATIBLE NTH THE TAPPING SLEEVE THE SLEEVE OUTLET SHALL CONFORM TO ANSI B16.1, CLASS 125, TO BE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE VIATH CORP. STOP 2. The maximum flow rate through the cutting mechanism must not exceed 4 feet per second. This is a critical design element to Trouble indication discharge lines. TAPPING SADDLE minimize jamming and as such must be adhered to. . Extended Run Time monitoring with Trouble indication If you are unsure of the consistency of the native soil, it is recommended that a geotechnical evaluation of the material is TESTING 3. The inlet 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 . Cycle/Event Counter obtained before specifying backfill. - WDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCO RDANCE WITH A.WWA STANDARD C600, C900, C905 unnecessary jamming ofthe cutter mechanism and minimizes blinding ofthe pump by large objects that block the inlet shroud. --- - ; I reaterthanl8OOrm . Run Time Counter (Hour Meter) inutesin'l-minutei rvals Another option is the use of a flawable fill (i.e., low slump concrete). This is particularly attractive when installing grinder pump stations in augured holes where tight clearances make ii: difficult to assure proper backfilling and compaction with dry materials. AND AWWA MANUAL M23. CONTRACTOR SMALL 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 INSPECTIONS. SENTRY PROTECT PLUS I DUPLEX DIMENSION FROM ( o 00 zz CID . L1 L2 BACK PANEL TO PUMP 1 0) EXTERNAL VISUAL & AUDIBLE ALARM FRONT OF OPEN go POWER REMOTE SENTRY DRY CONTACTS FOR DOOR - 18.02' < 00 @ 04: (.0 0 SOURCE OPTIONLA�_ POWER LOSS HIGH LEVEL ALARM (POWER LOSS ALARM FOR WIRELESS) 0 0 W -J C:) M < PID WA MANUAL ALARM SILENCE MANUAL RUN 15.W STATUS LED'S: NORMAL, PUMP RUNNING, HIGH LEVEL 1011031111 MIM CHIM IM SCALE I I PIN TROUBLE INDICATIONS: RUN DRY, OVERPRESSURE- BROWNOUT, VOLTAGE, EXTENDED RUN TIME EXTREME C:� O� N 0-) :�t 0 1 W DRYCONTACTS CONFORMAL COATED CIRCUIT BOARD (BOTH SIDES) RED BROWN PADLOCK 3, Ll BLACK DEAD FRONT < _J ('15 0 M LL SEWER SYSTEMS PREDICTIVE ALARMS WHITE BLACK REAL TIME PUMP PERFORMANCE SENTRY PROTECT PLUS PANEL DUPLEX kWER 4 GND ADJUSTABLE ALARM DELAY ENCLOSURE - GRN/Y&, Z C14 -- ADJUSTABLE RUN TIME DELAY CORROSON PROOF THERMOPLASTIC 5 ALARM FEED 13.58 HOUR/cYa_E COUNTER POLYESTER APPROVED BY UL FOR NEMA 4X ENCLOSURE ASSEMBLY ELECTRICAL CONTROL ENCLOSURE BLUE BOARD (PiW VMASTER) NA0344PO3 BOTTOM BOARD (PUW 7/51 -AVE' 0 0 PUW I piw 0 !is 0 0 VP -2 2 r /-Wp-1 0 Nibs TFff 4. 1 he Impeller me an sm m a a nom na sp U i, - - Run Time Limit - time adjustable, user-sele.- op,ions7. mn ask e u I m The grinder shall be capable of reducing all components in normal domestic sewage, including a reasonable amount offoreign . Power -up Delay - time adjustable, user -selected options: None (default), to 300 minutes in 1 -minute intervals Flowable fills should not be dropped more than four feet from the discharge to the bottom of the hole to avoid separation ofthe objects," such as paper, wood, plastic, glass, wipes, rubber and the like, to finely -divided particles which will pass freely through constituent materials. the passages ofthe pump and the 1-1/4" diameter stainless steel discharge piping. * AJarm Delay -- time adjustable, user -selected options: zero to 10 minutes in 30 -second increments, 4 minutes is defauff Backfill at clean, nalive earth, free of rocks, roots, and foreign objects, shall be thoroughly compacted in lifts not exceeding 12'to 2.03 ELECTRIC MOTOR: As a maximum, the motor shall be a 1 HP, 1725 RPM, 240 Volt 60 Hertz, 1 Phase, capacitor start, ball - System self -test diagnostic a final Proctor Density of not less than 85%. Improper backfilling may result in damaged accessways. The grinder pump station bearing, air-cooled induction type with Class F installation, low starting current not to exceed 30 amperes and high starting torque . User -selectable AJann latch shall be installed at a minimum depth from grade to the top ofthe 1 1W discharge line, to assure maximum frost protection. The of8.4 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 of an automatic -reset, - User -selectable Protect Mode disable finish grade line shall be 1 " to 4" below the bottom of the lid, and final grade shall slope away from the grinder pump station. integral thermal overload protector incorporated into the motor. This motor protector combination shall have been specifically - User -selectable buzzer timer All restoration will be the responsibility of the CONTRACTOR. Per unit costs for this item shall be included in the investigated and listed by Underwriters Laboratories, Inc., for the application. Non -capacitor start motors or permanent split Specific Duplex Protect PLUS indicators and programming features shall include: CONTRACTOR'S bid price for the individual grincler pump station. The properties shall be restored to their original condition in all capacitor motors will riot be accepted because of their reduced starting torque and consequent diminished grinding capability. The respects, including, but not limited to, curb and sidewalk replacement, landscaping, loaming and seeding, and restoration of the LID ASSEMBLY WITH PENTAGON HEAD PLUG wet portion of the motor armature must be 300 Series stainless. To reduce the potential of environmental concerns, the expense . Ready LED to indicate AC power to the station is satisfactory traveled ways, as directed by the ENGINEER. MATERIAL: CAST IRON of handli rig and disposing of oil, and the associated maintenance costs, oil -filled motors will not be accepted. * Pump Run LED to indicate pump is operating (LCD indicates which pump is running) 3.06 START-UP AND FIELD TESTING: The MANUFACTURER shall provide the services of qualified factory trained technician(s) 2.04 MECHANICAL SEAL: The pump/core shall be provided with a mechanical shaft seal to prevent leakage between the motor and - Trouble LED indicator and predictive Visual Alarm notification ('blinking" alarm lamp; clears on Normal cycle) d herein, and instruct the OWNEWS pump. The seal shall have a stationary ceramic seat and carbon rotating surface with faces precision lapped and held in position - High Level Aarm LED indicator (LCD indicates which pump is in alarm) who shall inspect the placement and wiring of each station, perform field tests as specifie by a stainless steel spring. personnel in the operation and maintenance of the equipment before the stations are accepted by the OWNER. 2.05 TANK: Polyethylene Construction. The tank shall be made of rotational molded polyethylene with high environmental stress * Manual Run switch to manually activate pumps Al equipment arid materials necessary to perform testing shall be the responsibility of the INSTALLING CONTRACTOR- This cracking resistance- All seams created during tank construction are to be factory tested for leak tightness. The tank wall and - Lead/Lag indication (LCD indicates which pump is lead) includes, as a minimum, a portable generator and power cable (if temporary power is required), water in each basin (filled to a bottom must withstand the pressure exerted by saturated soil loading at maximum burial depth. Al station components must e Menu -driven programmable controller with navigation overlay -type buttons (Enter, Scroll, Up, Dawn) depth sufficient to verify the high level alarm is operating), and opening ofall valves in the system. These steps shall be function normally when exposed to 150 percent of the maximum external soil and hydrostatic pressure.The overall basin capacity e Normal Operation LED and Mode button for Mode status completed prior to the qualified factory trained technician(s) arrival on site. shall be 486 gallons. The basin shall incorporate a tapered bottom with an inside diameter of no greater than 46 inches, reducing M to a diameter of no greater than 42 inches to minimize the retained volume. The largest diameter must be no less than 50 inches * Pump Performance menu LED with LCD display of the following pump performance statistics: The services of a trained, factory -authorized technician shall be provided at a rate of 40 hours for every 100 grinder pump and no greater than 52 inches. A station that is 75 inches tall shall have no greater than a 50 inch outside diameter hinged o Real-time Voltage stations supplied. X aluminum cover. 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 of the wetwell o Real-time Amperage Upon completion ofthe installation, the authorized factory technician(s) will perform the following test on each station: .2 assembly and shall include a lockable cover assembly, with vent, providing low profile mounting. The cover shall be aluminum, ci Real-time Wattage 1 . Make certain the discharge shut-off valve in the station is fully open. .2 with a load rating of 300 pounds per square foot The cover shall have an outside diameter of no greater than 50 inches. o Minimum/Maximum/Average Voltage 2. Turn ON the alarm power circuit and verify the alarm is functioning properly. C: 0) Accessway design and construction shall enable field extension of station height in 64ich increments without the use of any o MinimunrilMaximum/Average Amperage 3. Turn ON the pump power circuit. Initiate the pump operation to verify automatic "criloff" controls are E adhesives or sealants requiring cure time before installation can be completed. The accessway wall must withstand the pressure :3 o Minimum/Maximum/Average Wattage operative. The pump should immediately turn ON. EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE U exerted by saturated soil loading at maximum burial depth and must function normally when exposed to 150 percent ofthe 0 maximum external soil and hydrostatic pressure.The tank and factory penetrations shall be factory tested and guaranteed to be o Minimum/Maximum Run4ime 4. Consult the Manufacturer's Service Manual for detailed start -Lip procedures. MATERIAL: ABS n watertight.The tank shall be furnished with one EPDM grommet fitting to accept a 4.50"OD DVVV or Schedule 40 pipe. Tank o Average Run-time Upon completion ofthe start-up and testing, the MANUFACTURER shall submit to the ENGINEER the start-up authorization ic dimensions shall be as shown on the contract drewings.The discharge bulkheads (manifolds) shall be factory installed and c, Last Run-time form describing the results ofthe tests performed for each grinder pump station. Final acceptance ofthe system will not occur PART NUMBER �5 warranted by the manufacturer to be watertight. The following provides a description and orientation ofthe discharge C: o CyclefEvent Counter until authorization forms have been received for each pump station installed and any installation deficiencies corrected- AVAILABLE LENGTHS .......... 18-30* PBO93OGO1 ai bulkhead(s) for each station type to . DUPLEX STATION - The tank shall have one stainless steel duplex discharge manifold terminating outside the tank wall with o Run Time Counter (Hour Meter) 4.0 OPERATION AND MAINTENANCE 30-42' PBO93OGO2 U_ a 1-1/4'female NPT pipe thread. - Diagnostics Menu LED 4.01 SPARECORE: The MANUFACTURER will supply one spare grinder pump core for every 50 grinder pump stations installed or 36-54' PB0930GO3 a TRIPLEX STATION -The tank shall have one stainless steel duplex discharge manifold and one stainless steel simplex - Initialize System Menu LED portion thereof, complete with all operational controls, level sensors, check valve, ant -siphon valve, pump/motor unit, and 42-66' PBO93OGO4 discharge bulkhead, each terminating outside the tank wall with a 11-1/4"fernale NPT pipe thread and located 180 degrees . Run Limit Menu LED grinder. 48-78' PB0930GO5 < from each other. - Aarm Delay Menu LED 4.02 MANUALS: The MANUFACTURER shall supply four copies of Operation and Maintenance Manuals to the OWNER, and 60-102' PBO93OGO6 U QUADPLEX STATION - The tank shelf have two stainless steel duplex discharge manifolds, each terminating outside the - Power Delay Menu LED one copy of the same to the ENGINEER. tank wall with a 1-1/4"fiernale NPT pipe thread and located 180 degrees from each other. <1 2.06 DISCHARGE HOSE AND DISCONNECTIVALVE: Ali discharge fittings and piping shall be constructed of polypropylene, EPDM - Pump afternating options (no alternation, adjustable time based and test) f or PVC. The discharge hose assembly shall include a shrut-off valve rated for 200 psi WOG and a quick disconnect feature to * Pump alternating time options - 24 hours to 72 hours in 12 -hour increments ORDERED SEPARATELY USING PART NUMBER FROM ABOVE < simplify installation and pump removal. The bulkhead penetration shall be factory installed and warranted by the manufacturer to (OPTIONAL) Generator Receptacle and Auto Transfer - The alarm panel shall include a 20 amp, 250 VAC generator be watertight. receptacle with a spring-loaded, gasketed cover suitably mounted to provide access for connection of an external generator while maintaining a NEMA4X rating. An automatic transfer switch shall be provided, which automatically switches from AC SS VALVE 2.07 ELECTRICAL QUICK DISCONNECT: The grinder purnp core shall include a factory -installed NEMA6P electrical quick disconnect (ECD) for all power and control functions. The EQD will be supplied with 32 total, 25 ofuseable, electrical supply power to generator power. Power shall be provided to the alarm panel through the generator r eceptacle whenever power is ACTUATOR 4 present at the receptacle, allowing the audible and visual alarms to function normally in generator mode. When power is MALE - SOCKET ADAPTER 14 cable (ESC) to connect to the alarm panel. The ECID shall require no tools for assembly, seal against water before the electrical 0) connection is made, and include radial seals to assure a watertight seal regardless offightening 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 MATERIAL: PVC SCHEDULE 80 V-4 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 1-1/4 NPT C) ion in generator mode as is the case with a manual are not acceptable due to the large number of potential leak points. The ECID shall be so designed to be conducive to field wiring inadvertently left in the generator position after pumping down the stat (ASSEMBLED BY OTHERS) as required. transfer switch). 2.08 CHECK VALVE: The pump discharge shall be equipped with a factory installed, gravity operated, flapper -type integral check (GP:R9NAI=) S rvice EquipmentlMain Service Disconnect Breaker - A separate, internal breaker that is rated and approved MALE - SOCKET ADAPTER r-4 valve built 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 grinder pump station shall be provided. 1-1/4 FEMALE 1-1/4* MATERIAL; PVC SCHEDULE 80 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 (ePTIONA16i Remote 6entry Indoor Alarm Medule Asepefete, Femele i!9d88F 819FM rRedwie &hall he pFeyided is indieate a SCHEDULE 40 1-1/4 NPT 1-1/4 FEMALE NPT PVC PIPE 7 fabric reinforced synthetic elastomer to ensure corrosion resistance, dimensional stability, and fatigue strength. A nonmetallic high level alaFFRWAh OF WitheWAG P9W6A8lh8 9FiAd9FP61FAP Mali OR. The ReM8119 69FdFyiAdQQF6laFFA FROGIWI96hBil ha"a an hinge shall be an integral part of the flapper assembly providing a maximurn degree of freedom to assure seating even at a very wFAeFRal PBW8F sewee embling its seatinmed opeFa% eR w4he64 AG POWOF. The R8FRQ 0 W SeRWJ'614811 haV8 @A alldihl@ RIMFM aAd NPT I (BY OTHERS) (ASSEMBLED BY OTHERS) low back -pressure. The valve body shall bean injection molded part made of an engineered thermoplastic resin. The valve shag IAGWBI a1aFFR, bath efWI919h 6hall 81.48IFF181i9ally Faret ilithe high love! ai@FFR GOR61416A s eliminated. The Remote 69PAFy kWOOF 81@FM 0 0 Ln be rated forcontinuous operating pressure of235 psi. Ball -type checkvalvesare unacceptable due to their limited sealing Finedbile shall iaslude a S 1eRee 13WHOR 48F 11he audible 8I8FFa-.­: r'4 capacity in slurry applications. (OWAGNA164 External Autodialer - 0 2.09 ANTI -SIPHON VALVE: The pump discharge shall be equipped with a factory -installed, gravity -operated, flapper -type integral - Four separate voice message alarm zones Z anti -siphon valve built into the discharge piping- Moving parts will be made of 300 Series stainless steel and fatific-reinforced synthetic elastomer to ensure corrosion resistance, dimensional stability, and fatigue strength. A nonmetallic hinge shall be an * Calls up to 8 telephones, cell phones or pagers integral part of the 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 clog from the solids in the slurry being pumped. The anti -siphon TO MAIN TO PUMP tA port diameter shall be no less than 60% of the inside diameter of the pump discharge piping - Z 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 . EEPROM Memory retains program despite power loss U motor controls, check valve, anti -siphon valve, electrical quick disconnect and wiring. The watertight integrity of the core unit shall . Universal dial tone VALVE CURB STOP WITH FEMALE PIPE THREADS C'4 be established by a 100% factory test at a minimurn of 5 PSIG. - Built-in auxiliary output to drive external siren, strobe or relay AND VALVE POSITION STOPS (OPEN/CLOSED) Ell 00 2.11 CONTROLS: All necessary motor starting controls shall be located in the cast iron enclosure of the core unit secured by . Five optional settings for notifications ofa power loss occurrence - instantaneous, 15 minutes, 2 hours, 12 hours or 24 hours WITH INTEGRAL CHECK VALVE Wastewater level sensi ESS STEEL 00 stainless steel fasteners. Locating motor starting controls in a plastic enclosure is not acceptable. ng e One channel for power -loss sensing, three hardwired channels for additional input MATERIAL: STAINE. iq controls shall be housed in a separate enclosure from motor starting controls. Level sensor housing must be sealed via a radial sed on setting- will notify parties of loss condition only when specified time has elapsed SCHEDULE 40 0 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 ba 1-- MALE - SOCKET ADAPTER PVC PIPE that it rnay 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 MATERIAL: PVC SCHEDULE 80 (BY OTHERS) A thermo plastic elastomer. The use of PVC for the level sensing housing is not acceptable.Non-lbuling wastewater level controls for 1-1/4 NPT < 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. U pressure switch. The air column shall be integrally molded from a thermoplastic elastomer suitable for use in wastewater and FLAPPER TYPE (ASSEMBLED BY OTHERS) < te two duplex panels as described above. 1-1/4 SS BALL / i� with excellent impact resistance. The air column shall have only a single connection between the water level being monitored and QUADPLEX STATION: Shall incorpora CHECK VALVE, NOTES: .2 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 SS 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 itstop, housing to facilitate easy core removal when necessary. The level sensor assembly must be easily unit. Depressing the push to run button must operate the pump even with the level sensor housing removed from the pump. Al 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, 1. SS CURB STOP/CHECK VALVE AND FITTINGS ARE PROVIDED fasteners throughout the assembly shall be 300 Series stainless steel. Hligh-level sensing will be accomplished in the manner disconnect capability for core unit removal and installation. Each EOD half must include a water -fight cover to protect the internal in VALVE POSITION STOPS (OPEN/CLOSED), AND INTEGRAL CHECK VALVE SEPARATELY, TO BE ASSEMBLED BY OTHERS r_ detailed above by a separate air column sensor and pressure switch of the same type. Closure of the high-level sensing device electrical pins while the ECID is unplugged. A pump push -to -run feature will be provided for field trouble shooting- The push -to -run 0 will energize an alarm circuit as well as a redundant pump -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 2. TO ASSEMBLE, APPLY A DOUBLE LAYER OF TEFLON TAPE, AND 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 (finsing, cleaning) such devices and their tendency to malfunction because of incorrect wining 2.15 OSHA CONFINED SPACE: Al maintenance tasks for the grinder pump station must be possible without entry into the grinder PRESSURE RATING: 235 PSI A LAYER OF PIPE DOPE (SUPPLIED BY OTHERS) TO THE tangling, grease buildup, and mechanical cord fatigue. To assure reliable operation of the pressure switches, each core sh�'ll be p station (as per OSHA 1910.146 Permit -required confined spaces). "Entry means the action by which a person passes THREADS ON THE PLASTIC FITTINGS AND INSTALL PER THE 6) equipped with a factory installed equalizer diaphragm that compensates for any atmospheric pressure or temperature changes. pum through an opening into a permit -required confined space. Entry includes ensuing work activities in that space and is considered to MANUFACTURER'S INSTRUCTIONS Tube or piping runs. outside of the station tank or into tank -mounted junction boxes providing pressure switch equalization will riot have occurred as soon as any part of the entrant's body breaks the plane of an opening into the space.' *FOR SS FITTING INTO SS THREAD, USE EITHER PIPE DOPE 3� TO ORDER SS LATERAL, NO FITTINGS C14 be permitted due to their susceptibility to condensation, kinking, pinching, and insect infestation. The grinder pump will be rds as required in a residential environment. As evidence USE PART NUMBER NBO184POl OR TEFLON TAPE, NOT BOTH co furnished with a 6 conductor 14 gauge, type SJOW cable, pre -wired and watertight to meet I requirements with a FACTORY 2.16 SAFETY: The grinder pump shall be free from electrical and fire haza INSTALLED NEMA 6P ECID half attached to ft. of compliance with this requirement, the completely assembled and wired grinder pump station shall be listed by Underwriters 00 Laboratories, Inc., to be safe and appropriate for the intended use. UL listing of components ofthe station, or third -party testing to NOTES- 3. ASSEMBLY IS TO BE PRESSURE TESTED (BY OTHERS) 4 2.12 Stainless Steel Curb Stop/CheckVatve Assembly (UNI -LATERAL): The curb stop shall be pressure -fight in both directions. The UL standard are riot acceptable. ball valve actuator shall include position stop features at the fully opened and closed positions. The curb stop/check valve near residences, shall be free from noise, 1. FOR SS FITTING INTO SS THREAD, USE PIPE 4. ASSEMBLY IS TO BE USED WITH SCHEDULE 40 PVC PIPE 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 T curb stop valve. The check valve will provide a full -ported 1-114" 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 _�d 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 5. TO ORDER SS LATERAL KIT, USE PART NUMBER NCO193GO3 1J shall bear the sea[ of NSF International. Third -party testing to NSF standard is not acceptable. CL Engineered Thermoplastic Fillings - AM plastic fitting components are to be in compliance with applicable ASTM standards. 2. FOR PLASTIC FITTINGS INTO SS THREAD, USE tf 6. CURB BOX IS TO BE ORDERED SEPARATELY, SEE ABOVE 0 All pipe connections. shall be made Using compression fitting connections including a Buna-N 0 -ring for sealing to the outside BOTH PIPE DOPE AND 2 LAYERS OF TEFLON diameter of the pipe. A split -collet locking device shall be integrated into all pipe connection fittings to securely restrain the pipe from hydraulic pressure and external loading caused by shifting and setting, TAPE Curb Boxes - Curb boxes shall be constructed of ABS, conforming to ASTM -D 1788. Lid top casting shall be cast iron, conforming 0 to ASTM AA8 Class 25, providing magnetic detectability, and be painted black. All components shall be inherently U C14 corrosion -resistant to ensure durability in the ground. Curb boxes shall provide height adjustment downward (shorter) from their 00 nominal height. 00 E -ONE SEVVER SYSTEM MODEL WH482-75 WELL TOP = 23.0' INV. = 19.5' ALARM = 19.4' PUMP ON = 18.7 PUMP OFF = 18.3 BOTTOM = 17.2 PUMP NO. OF PUMPS = 2 HP = 1.0 ELECTRIC = 120/240-10 RPM = 1725 OPERATING POINT = 12GPM @ 62 FT SENTRY PROTECT PLUS DUPLEX DIMENSION FROM BACK PANEL TO EXTERNAL VISUAL & AUDIBLE ALARM FRONT OF OPEN REMOTE SENTRY ORY CONTACTS FOR DOOR 18.OZ' OPTIONAJ_ POWER LOSS HIGH LEVEL ALARM (POWER LOSS ALARM FOR WIRELESS) MANUAL ALARM SILENCE MANUAL RUN 15 _is" STATUS LEIYS: NORMAL, PUMP RUNNING, HIGH LEVEL TROUBLE INDICATIONS: RUIN DRY, OVERPRESSURIE- BROWNOUT. VOLTAGE, EXTENDED RUN TIME DRY CONTACTS CONFORMAL COATED CIRCUIT BOARD (BOTH SIDES) PADLOCK DEAD FRONT PREDICTIVE ALARMS REAL TIME PUMP PERFORMANCE ADJUSTABLE ALARM DELAY ENCLOSURE, ADJUSTABLE RUN TIME DELAY CORROSION PROOF THERMOPLASTIC 13.561 HOUR/CYCLE COUNTER POLYESTER APPROVED BYUL FOR NEMA 4X ENCLOSURE ASSEMBLY ELECTR[CAL CONTROL ENCLOSURE TOP BOARD (MW VILASTER) BOTTOM BOARD (PUMP 2/SLAVE 0 0 PuW FUW 0 -0 0 .is 1 WP -2 WP -2 ------- ------ tt .1 , /wP-1 0 0 0 0 gill "1111i J Ll Lid NEUTRAL Z:=[Fpl U, MI P, I i 2 PUMP 1 GND POWER SOURCE Is, Bas 10110VII21 PJD I BUZZ19t OR In' DAIE cHKD ISSE SCALE 4 LEGEND VSKI PIN FUNCTION 2000S EXTREME I MANUAL RUN RED BROWN Ll CK JRFP SEWER SYSTEMS N WITE BLACK SO4TRY PROTECT PLUS PANEL, DUFLEX 4 GND GREEN GRN/YEL 120V 601t 5 ALARM FEED ORANGE YELLOW CONTROL CABLE! 6 ALARM RETURN BLUE BLUE TYM TO DrECT M"AL. NA0344PO4 SIX CCNDUCTOR 1/3-2/3 SPLIT COV (ALUMINUM) WITH. GE CONTINUOUS SS HIN FLUSH DROP HANDLE-\ PADLOCK STAPLE­- POLYETHYLEN MOLDED TANK 40 486 GAL (18 L) A ELECTRICAL QUICK K DISCONNECT (EOD) NEMA 6P PVF�Lii�VACE EOUALIZER MUSHROOM VENT COMBINATION CHEC VALVE / ANTI -SIP VALVE FLAPPER TY E (NORYL) ALARM 25.84' HI ep (656 mm) INN 175 gal A (662 L) 17 84* (4�3 mm) J 117 gal (443 L) 13.84' (352 mm) 89 gal (337 L) SEMI -POSITIVE DISPLACEMENT TYPE PUMP-� DIRECTLY DRIVEN BY A I HP MOTOR DETAIL PARTS LAYOUT GRADE MUST SLOPE AWAY FROM STATION �_ GRADE -2-7 38.4' (975 mm) DISCH r UL DISCHARGEi 1-1/4 NPT, SS 0 47.5- (1207 mm) 0 51.4* (1306 mm) DIMENSION LAYOUT WER/ALARM CABLE (6 CONDUCTOR) DIRECT BURY GROMMET TO (114 mm) (STANDARD). SUIT 1-1/4 (32 mm) FLEXIBLE DISCHARGE HOSE 1,2* (81 mm) 4, C W77 W WM am 7_71 am .0 3'.8' (833 mm) INLET INLET. EPDM GROMMET FOR 4' DWV PIPE (STANDARD) WH482-75 GRINDER PUMP STATION (DUPLEX) N.T.S NOTE: PLACE 1 CUBIC YARD CONCRETE AROUND BASE OF WET WELL. (ANTI -FLOTATION) 41 Qr� oc 'IT ZE 0 0 �0_ L Q Q1 Q V) C) W Ld I'm 0 a: wov, L ZBOQBM�&G d 4 Li WL"am.-A'n,ml C-> LLJ <Mwwo ZW!SWF"r; i_o_MZffi0,<D_ 3: "`�W"W=c,,!EZW0:5 00 Z F_L06W0:1M1-- L'J 0- 0 ta 2 W 0: in . ZODO . 0 I I ( o 00 zz CID . L1 L2 PUW 2 PUMP 1 0) go POWER w < 00 @ 04: (.0 0 SOURCE DO 4- 0 < r 0 0 W -J C:) M < PID WA 2002 LU SUN 1011031111 MIM CHIM IM SCALE I I PIN �OOOS EXTREME C:� O� N 0-) :�t 0 1 W 1 MWION RUN RED BROWN 0 3, Ll BLACK RED < _J ('15 0 M LL SEWER SYSTEMS 3 Lz WHITE BLACK _J SENTRY PROTECT PLUS PANEL DUPLEX kWER 4 GND GREEN GRN/Y&, Z C14 -- 240V Wit DOUBLE P01_E 5 ALARM FEED ORANGE YELL CONTROL CABLE: 6 ALARM RETURN BLUE BLUE TYPE T0 DGWCT M"AL- SIX C(NADUCTOR NA0344PO3 4. 1 he Impeller me an sm m a a nom na sp U i, - - Run Time Limit - time adjustable, user-sele.- op,ions7. mn ask e u I m The grinder shall be capable of reducing all components in normal domestic sewage, including a reasonable amount offoreign . Power -up Delay - time adjustable, user -selected options: None (default), to 300 minutes in 1 -minute intervals Flowable fills should not be dropped more than four feet from the discharge to the bottom of the hole to avoid separation ofthe objects," such as paper, wood, plastic, glass, wipes, rubber and the like, to finely -divided particles which will pass freely through constituent materials. the passages ofthe pump and the 1-1/4" diameter stainless steel discharge piping. * AJarm Delay -- time adjustable, user -selected options: zero to 10 minutes in 30 -second increments, 4 minutes is defauff Backfill at clean, nalive earth, free of rocks, roots, and foreign objects, shall be thoroughly compacted in lifts not exceeding 12'to 2.03 ELECTRIC MOTOR: As a maximum, the motor shall be a 1 HP, 1725 RPM, 240 Volt 60 Hertz, 1 Phase, capacitor start, ball - System self -test diagnostic a final Proctor Density of not less than 85%. Improper backfilling may result in damaged accessways. The grinder pump station bearing, air-cooled induction type with Class F installation, low starting current not to exceed 30 amperes and high starting torque . User -selectable AJann latch shall be installed at a minimum depth from grade to the top ofthe 1 1W discharge line, to assure maximum frost protection. The of8.4 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 of an automatic -reset, - User -selectable Protect Mode disable finish grade line shall be 1 " to 4" below the bottom of the lid, and final grade shall slope away from the grinder pump station. integral thermal overload protector incorporated into the motor. This motor protector combination shall have been specifically - User -selectable buzzer timer All restoration will be the responsibility of the CONTRACTOR. Per unit costs for this item shall be included in the investigated and listed by Underwriters Laboratories, Inc., for the application. Non -capacitor start motors or permanent split Specific Duplex Protect PLUS indicators and programming features shall include: CONTRACTOR'S bid price for the individual grincler pump station. The properties shall be restored to their original condition in all capacitor motors will riot be accepted because of their reduced starting torque and consequent diminished grinding capability. The respects, including, but not limited to, curb and sidewalk replacement, landscaping, loaming and seeding, and restoration of the LID ASSEMBLY WITH PENTAGON HEAD PLUG wet portion of the motor armature must be 300 Series stainless. To reduce the potential of environmental concerns, the expense . Ready LED to indicate AC power to the station is satisfactory traveled ways, as directed by the ENGINEER. MATERIAL: CAST IRON of handli rig and disposing of oil, and the associated maintenance costs, oil -filled motors will not be accepted. * Pump Run LED to indicate pump is operating (LCD indicates which pump is running) 3.06 START-UP AND FIELD TESTING: The MANUFACTURER shall provide the services of qualified factory trained technician(s) 2.04 MECHANICAL SEAL: The pump/core shall be provided with a mechanical shaft seal to prevent leakage between the motor and - Trouble LED indicator and predictive Visual Alarm notification ('blinking" alarm lamp; clears on Normal cycle) d herein, and instruct the OWNEWS pump. The seal shall have a stationary ceramic seat and carbon rotating surface with faces precision lapped and held in position - High Level Aarm LED indicator (LCD indicates which pump is in alarm) who shall inspect the placement and wiring of each station, perform field tests as specifie by a stainless steel spring. personnel in the operation and maintenance of the equipment before the stations are accepted by the OWNER. 2.05 TANK: Polyethylene Construction. The tank shall be made of rotational molded polyethylene with high environmental stress * Manual Run switch to manually activate pumps Al equipment arid materials necessary to perform testing shall be the responsibility of the INSTALLING CONTRACTOR- This cracking resistance- All seams created during tank construction are to be factory tested for leak tightness. The tank wall and - Lead/Lag indication (LCD indicates which pump is lead) includes, as a minimum, a portable generator and power cable (if temporary power is required), water in each basin (filled to a bottom must withstand the pressure exerted by saturated soil loading at maximum burial depth. Al station components must e Menu -driven programmable controller with navigation overlay -type buttons (Enter, Scroll, Up, Dawn) depth sufficient to verify the high level alarm is operating), and opening ofall valves in the system. These steps shall be function normally when exposed to 150 percent of the maximum external soil and hydrostatic pressure.The overall basin capacity e Normal Operation LED and Mode button for Mode status completed prior to the qualified factory trained technician(s) arrival on site. shall be 486 gallons. The basin shall incorporate a tapered bottom with an inside diameter of no greater than 46 inches, reducing M to a diameter of no greater than 42 inches to minimize the retained volume. The largest diameter must be no less than 50 inches * Pump Performance menu LED with LCD display of the following pump performance statistics: The services of a trained, factory -authorized technician shall be provided at a rate of 40 hours for every 100 grinder pump and no greater than 52 inches. A station that is 75 inches tall shall have no greater than a 50 inch outside diameter hinged o Real-time Voltage stations supplied. X aluminum cover. 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 of the wetwell o Real-time Amperage Upon completion ofthe installation, the authorized factory technician(s) will perform the following test on each station: .2 assembly and shall include a lockable cover assembly, with vent, providing low profile mounting. The cover shall be aluminum, ci Real-time Wattage 1 . Make certain the discharge shut-off valve in the station is fully open. .2 with a load rating of 300 pounds per square foot The cover shall have an outside diameter of no greater than 50 inches. o Minimum/Maximum/Average Voltage 2. Turn ON the alarm power circuit and verify the alarm is functioning properly. C: 0) Accessway design and construction shall enable field extension of station height in 64ich increments without the use of any o MinimunrilMaximum/Average Amperage 3. Turn ON the pump power circuit. Initiate the pump operation to verify automatic "criloff" controls are E adhesives or sealants requiring cure time before installation can be completed. The accessway wall must withstand the pressure :3 o Minimum/Maximum/Average Wattage operative. The pump should immediately turn ON. EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE U exerted by saturated soil loading at maximum burial depth and must function normally when exposed to 150 percent ofthe 0 maximum external soil and hydrostatic pressure.The tank and factory penetrations shall be factory tested and guaranteed to be o Minimum/Maximum Run4ime 4. Consult the Manufacturer's Service Manual for detailed start -Lip procedures. MATERIAL: ABS n watertight.The tank shall be furnished with one EPDM grommet fitting to accept a 4.50"OD DVVV or Schedule 40 pipe. Tank o Average Run-time Upon completion ofthe start-up and testing, the MANUFACTURER shall submit to the ENGINEER the start-up authorization ic dimensions shall be as shown on the contract drewings.The discharge bulkheads (manifolds) shall be factory installed and c, Last Run-time form describing the results ofthe tests performed for each grinder pump station. Final acceptance ofthe system will not occur PART NUMBER �5 warranted by the manufacturer to be watertight. The following provides a description and orientation ofthe discharge C: o CyclefEvent Counter until authorization forms have been received for each pump station installed and any installation deficiencies corrected- AVAILABLE LENGTHS .......... 18-30* PBO93OGO1 ai bulkhead(s) for each station type to . DUPLEX STATION - The tank shall have one stainless steel duplex discharge manifold terminating outside the tank wall with o Run Time Counter (Hour Meter) 4.0 OPERATION AND MAINTENANCE 30-42' PBO93OGO2 U_ a 1-1/4'female NPT pipe thread. - Diagnostics Menu LED 4.01 SPARECORE: The MANUFACTURER will supply one spare grinder pump core for every 50 grinder pump stations installed or 36-54' PB0930GO3 a TRIPLEX STATION -The tank shall have one stainless steel duplex discharge manifold and one stainless steel simplex - Initialize System Menu LED portion thereof, complete with all operational controls, level sensors, check valve, ant -siphon valve, pump/motor unit, and 42-66' PBO93OGO4 discharge bulkhead, each terminating outside the tank wall with a 11-1/4"fernale NPT pipe thread and located 180 degrees . Run Limit Menu LED grinder. 48-78' PB0930GO5 < from each other. - Aarm Delay Menu LED 4.02 MANUALS: The MANUFACTURER shall supply four copies of Operation and Maintenance Manuals to the OWNER, and 60-102' PBO93OGO6 U QUADPLEX STATION - The tank shelf have two stainless steel duplex discharge manifolds, each terminating outside the - Power Delay Menu LED one copy of the same to the ENGINEER. tank wall with a 1-1/4"fiernale NPT pipe thread and located 180 degrees from each other. <1 2.06 DISCHARGE HOSE AND DISCONNECTIVALVE: Ali discharge fittings and piping shall be constructed of polypropylene, EPDM - Pump afternating options (no alternation, adjustable time based and test) f or PVC. The discharge hose assembly shall include a shrut-off valve rated for 200 psi WOG and a quick disconnect feature to * Pump alternating time options - 24 hours to 72 hours in 12 -hour increments ORDERED SEPARATELY USING PART NUMBER FROM ABOVE < simplify installation and pump removal. The bulkhead penetration shall be factory installed and warranted by the manufacturer to (OPTIONAL) Generator Receptacle and Auto Transfer - The alarm panel shall include a 20 amp, 250 VAC generator be watertight. receptacle with a spring-loaded, gasketed cover suitably mounted to provide access for connection of an external generator while maintaining a NEMA4X rating. An automatic transfer switch shall be provided, which automatically switches from AC SS VALVE 2.07 ELECTRICAL QUICK DISCONNECT: The grinder purnp core shall include a factory -installed NEMA6P electrical quick disconnect (ECD) for all power and control functions. The EQD will be supplied with 32 total, 25 ofuseable, electrical supply power to generator power. Power shall be provided to the alarm panel through the generator r eceptacle whenever power is ACTUATOR 4 present at the receptacle, allowing the audible and visual alarms to function normally in generator mode. When power is MALE - SOCKET ADAPTER 14 cable (ESC) to connect to the alarm panel. The ECID shall require no tools for assembly, seal against water before the electrical 0) connection is made, and include radial seals to assure a watertight seal regardless offightening 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 MATERIAL: PVC SCHEDULE 80 V-4 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 1-1/4 NPT C) ion in generator mode as is the case with a manual are not acceptable due to the large number of potential leak points. The ECID shall be so designed to be conducive to field wiring inadvertently left in the generator position after pumping down the stat (ASSEMBLED BY OTHERS) as required. transfer switch). 2.08 CHECK VALVE: The pump discharge shall be equipped with a factory installed, gravity operated, flapper -type integral check (GP:R9NAI=) S rvice EquipmentlMain Service Disconnect Breaker - A separate, internal breaker that is rated and approved MALE - SOCKET ADAPTER r-4 valve built 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 grinder pump station shall be provided. 1-1/4 FEMALE 1-1/4* MATERIAL; PVC SCHEDULE 80 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 (ePTIONA16i Remote 6entry Indoor Alarm Medule Asepefete, Femele i!9d88F 819FM rRedwie &hall he pFeyided is indieate a SCHEDULE 40 1-1/4 NPT 1-1/4 FEMALE NPT PVC PIPE 7 fabric reinforced synthetic elastomer to ensure corrosion resistance, dimensional stability, and fatigue strength. A nonmetallic high level alaFFRWAh OF WitheWAG P9W6A8lh8 9FiAd9FP61FAP Mali OR. The ReM8119 69FdFyiAdQQF6laFFA FROGIWI96hBil ha"a an hinge shall be an integral part of the flapper assembly providing a maximurn degree of freedom to assure seating even at a very wFAeFRal PBW8F sewee embling its seatinmed opeFa% eR w4he64 AG POWOF. The R8FRQ 0 W SeRWJ'614811 haV8 @A alldihl@ RIMFM aAd NPT I (BY OTHERS) (ASSEMBLED BY OTHERS) low back -pressure. The valve body shall bean injection molded part made of an engineered thermoplastic resin. The valve shag IAGWBI a1aFFR, bath efWI919h 6hall 81.48IFF181i9ally Faret ilithe high love! ai@FFR GOR61416A s eliminated. The Remote 69PAFy kWOOF 81@FM 0 0 Ln be rated forcontinuous operating pressure of235 psi. Ball -type checkvalvesare unacceptable due to their limited sealing Finedbile shall iaslude a S 1eRee 13WHOR 48F 11he audible 8I8FFa-.­: r'4 capacity in slurry applications. (OWAGNA164 External Autodialer - 0 2.09 ANTI -SIPHON VALVE: The pump discharge shall be equipped with a factory -installed, gravity -operated, flapper -type integral - Four separate voice message alarm zones Z anti -siphon valve built into the discharge piping- Moving parts will be made of 300 Series stainless steel and fatific-reinforced synthetic elastomer to ensure corrosion resistance, dimensional stability, and fatigue strength. A nonmetallic hinge shall be an * Calls up to 8 telephones, cell phones or pagers integral part of the 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 clog from the solids in the slurry being pumped. The anti -siphon TO MAIN TO PUMP tA port diameter shall be no less than 60% of the inside diameter of the pump discharge piping - Z 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 . EEPROM Memory retains program despite power loss U motor controls, check valve, anti -siphon valve, electrical quick disconnect and wiring. The watertight integrity of the core unit shall . Universal dial tone VALVE CURB STOP WITH FEMALE PIPE THREADS C'4 be established by a 100% factory test at a minimurn of 5 PSIG. - Built-in auxiliary output to drive external siren, strobe or relay AND VALVE POSITION STOPS (OPEN/CLOSED) Ell 00 2.11 CONTROLS: All necessary motor starting controls shall be located in the cast iron enclosure of the core unit secured by . Five optional settings for notifications ofa power loss occurrence - instantaneous, 15 minutes, 2 hours, 12 hours or 24 hours WITH INTEGRAL CHECK VALVE Wastewater level sensi ESS STEEL 00 stainless steel fasteners. Locating motor starting controls in a plastic enclosure is not acceptable. ng e One channel for power -loss sensing, three hardwired channels for additional input MATERIAL: STAINE. iq controls shall be housed in a separate enclosure from motor starting controls. Level sensor housing must be sealed via a radial sed on setting- will notify parties of loss condition only when specified time has elapsed SCHEDULE 40 0 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 ba 1-- MALE - SOCKET ADAPTER PVC PIPE that it rnay 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 MATERIAL: PVC SCHEDULE 80 (BY OTHERS) A thermo plastic elastomer. The use of PVC for the level sensing housing is not acceptable.Non-lbuling wastewater level controls for 1-1/4 NPT < 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. U pressure switch. The air column shall be integrally molded from a thermoplastic elastomer suitable for use in wastewater and FLAPPER TYPE (ASSEMBLED BY OTHERS) < te two duplex panels as described above. 1-1/4 SS BALL / i� with excellent impact resistance. The air column shall have only a single connection between the water level being monitored and QUADPLEX STATION: Shall incorpora CHECK VALVE, NOTES: .2 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 SS 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 itstop, housing to facilitate easy core removal when necessary. The level sensor assembly must be easily unit. Depressing the push to run button must operate the pump even with the level sensor housing removed from the pump. Al 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, 1. SS CURB STOP/CHECK VALVE AND FITTINGS ARE PROVIDED fasteners throughout the assembly shall be 300 Series stainless steel. Hligh-level sensing will be accomplished in the manner disconnect capability for core unit removal and installation. Each EOD half must include a water -fight cover to protect the internal in VALVE POSITION STOPS (OPEN/CLOSED), AND INTEGRAL CHECK VALVE SEPARATELY, TO BE ASSEMBLED BY OTHERS r_ detailed above by a separate air column sensor and pressure switch of the same type. Closure of the high-level sensing device electrical pins while the ECID is unplugged. A pump push -to -run feature will be provided for field trouble shooting- The push -to -run 0 will energize an alarm circuit as well as a redundant pump -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 2. TO ASSEMBLE, APPLY A DOUBLE LAYER OF TEFLON TAPE, AND 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 (finsing, cleaning) such devices and their tendency to malfunction because of incorrect wining 2.15 OSHA CONFINED SPACE: Al maintenance tasks for the grinder pump station must be possible without entry into the grinder PRESSURE RATING: 235 PSI A LAYER OF PIPE DOPE (SUPPLIED BY OTHERS) TO THE tangling, grease buildup, and mechanical cord fatigue. To assure reliable operation of the pressure switches, each core sh�'ll be p station (as per OSHA 1910.146 Permit -required confined spaces). "Entry means the action by which a person passes THREADS ON THE PLASTIC FITTINGS AND INSTALL PER THE 6) equipped with a factory installed equalizer diaphragm that compensates for any atmospheric pressure or temperature changes. pum through an opening into a permit -required confined space. Entry includes ensuing work activities in that space and is considered to MANUFACTURER'S INSTRUCTIONS Tube or piping runs. outside of the station tank or into tank -mounted junction boxes providing pressure switch equalization will riot have occurred as soon as any part of the entrant's body breaks the plane of an opening into the space.' *FOR SS FITTING INTO SS THREAD, USE EITHER PIPE DOPE 3� TO ORDER SS LATERAL, NO FITTINGS C14 be permitted due to their susceptibility to condensation, kinking, pinching, and insect infestation. The grinder pump will be rds as required in a residential environment. As evidence USE PART NUMBER NBO184POl OR TEFLON TAPE, NOT BOTH co furnished with a 6 conductor 14 gauge, type SJOW cable, pre -wired and watertight to meet I requirements with a FACTORY 2.16 SAFETY: The grinder pump shall be free from electrical and fire haza INSTALLED NEMA 6P ECID half attached to ft. of compliance with this requirement, the completely assembled and wired grinder pump station shall be listed by Underwriters 00 Laboratories, Inc., to be safe and appropriate for the intended use. UL listing of components ofthe station, or third -party testing to NOTES- 3. ASSEMBLY IS TO BE PRESSURE TESTED (BY OTHERS) 4 2.12 Stainless Steel Curb Stop/CheckVatve Assembly (UNI -LATERAL): The curb stop shall be pressure -fight in both directions. The UL standard are riot acceptable. ball valve actuator shall include position stop features at the fully opened and closed positions. The curb stop/check valve near residences, shall be free from noise, 1. FOR SS FITTING INTO SS THREAD, USE PIPE 4. ASSEMBLY IS TO BE USED WITH SCHEDULE 40 PVC PIPE 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 T curb stop valve. The check valve will provide a full -ported 1-114" 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 _�d 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 5. TO ORDER SS LATERAL KIT, USE PART NUMBER NCO193GO3 1J shall bear the sea[ of NSF International. Third -party testing to NSF standard is not acceptable. CL Engineered Thermoplastic Fillings - AM plastic fitting components are to be in compliance with applicable ASTM standards. 2. FOR PLASTIC FITTINGS INTO SS THREAD, USE tf 6. CURB BOX IS TO BE ORDERED SEPARATELY, SEE ABOVE 0 All pipe connections. shall be made Using compression fitting connections including a Buna-N 0 -ring for sealing to the outside BOTH PIPE DOPE AND 2 LAYERS OF TEFLON diameter of the pipe. A split -collet locking device shall be integrated into all pipe connection fittings to securely restrain the pipe from hydraulic pressure and external loading caused by shifting and setting, TAPE Curb Boxes - Curb boxes shall be constructed of ABS, conforming to ASTM -D 1788. Lid top casting shall be cast iron, conforming 0 to ASTM AA8 Class 25, providing magnetic detectability, and be painted black. All components shall be inherently U C14 corrosion -resistant to ensure durability in the ground. Curb boxes shall provide height adjustment downward (shorter) from their 00 nominal height. 00 E -ONE SEVVER SYSTEM MODEL WH482-75 WELL TOP = 23.0' INV. = 19.5' ALARM = 19.4' PUMP ON = 18.7 PUMP OFF = 18.3 BOTTOM = 17.2 PUMP NO. OF PUMPS = 2 HP = 1.0 ELECTRIC = 120/240-10 RPM = 1725 OPERATING POINT = 12GPM @ 62 FT SENTRY PROTECT PLUS DUPLEX DIMENSION FROM BACK PANEL TO EXTERNAL VISUAL & AUDIBLE ALARM FRONT OF OPEN REMOTE SENTRY ORY CONTACTS FOR DOOR 18.OZ' OPTIONAJ_ POWER LOSS HIGH LEVEL ALARM (POWER LOSS ALARM FOR WIRELESS) MANUAL ALARM SILENCE MANUAL RUN 15 _is" STATUS LEIYS: NORMAL, PUMP RUNNING, HIGH LEVEL TROUBLE INDICATIONS: RUIN DRY, OVERPRESSURIE- BROWNOUT. VOLTAGE, EXTENDED RUN TIME DRY CONTACTS CONFORMAL COATED CIRCUIT BOARD (BOTH SIDES) PADLOCK DEAD FRONT PREDICTIVE ALARMS REAL TIME PUMP PERFORMANCE ADJUSTABLE ALARM DELAY ENCLOSURE, ADJUSTABLE RUN TIME DELAY CORROSION PROOF THERMOPLASTIC 13.561 HOUR/CYCLE COUNTER POLYESTER APPROVED BYUL FOR NEMA 4X ENCLOSURE ASSEMBLY ELECTR[CAL CONTROL ENCLOSURE TOP BOARD (MW VILASTER) BOTTOM BOARD (PUMP 2/SLAVE 0 0 PuW FUW 0 -0 0 .is 1 WP -2 WP -2 ------- ------ tt .1 , /wP-1 0 0 0 0 gill "1111i J Ll Lid NEUTRAL Z:=[Fpl U, MI P, I i 2 PUMP 1 GND POWER SOURCE Is, Bas 10110VII21 PJD I BUZZ19t OR In' DAIE cHKD ISSE SCALE 4 LEGEND VSKI PIN FUNCTION 2000S EXTREME I MANUAL RUN RED BROWN Ll CK JRFP SEWER SYSTEMS N WITE BLACK SO4TRY PROTECT PLUS PANEL, DUFLEX 4 GND GREEN GRN/YEL 120V 601t 5 ALARM FEED ORANGE YELLOW CONTROL CABLE! 6 ALARM RETURN BLUE BLUE TYM TO DrECT M"AL. NA0344PO4 SIX CCNDUCTOR 1/3-2/3 SPLIT COV (ALUMINUM) WITH. GE CONTINUOUS SS HIN FLUSH DROP HANDLE-\ PADLOCK STAPLE­- POLYETHYLEN MOLDED TANK 40 486 GAL (18 L) A ELECTRICAL QUICK K DISCONNECT (EOD) NEMA 6P PVF�Lii�VACE EOUALIZER MUSHROOM VENT COMBINATION CHEC VALVE / ANTI -SIP VALVE FLAPPER TY E (NORYL) ALARM 25.84' HI ep (656 mm) INN 175 gal A (662 L) 17 84* (4�3 mm) J 117 gal (443 L) 13.84' (352 mm) 89 gal (337 L) SEMI -POSITIVE DISPLACEMENT TYPE PUMP-� DIRECTLY DRIVEN BY A I HP MOTOR DETAIL PARTS LAYOUT GRADE MUST SLOPE AWAY FROM STATION �_ GRADE -2-7 38.4' (975 mm) DISCH r UL DISCHARGEi 1-1/4 NPT, SS 0 47.5- (1207 mm) 0 51.4* (1306 mm) DIMENSION LAYOUT WER/ALARM CABLE (6 CONDUCTOR) DIRECT BURY GROMMET TO (114 mm) (STANDARD). SUIT 1-1/4 (32 mm) FLEXIBLE DISCHARGE HOSE 1,2* (81 mm) 4, C W77 W WM am 7_71 am .0 3'.8' (833 mm) INLET INLET. EPDM GROMMET FOR 4' DWV PIPE (STANDARD) WH482-75 GRINDER PUMP STATION (DUPLEX) N.T.S NOTE: PLACE 1 CUBIC YARD CONCRETE AROUND BASE OF WET WELL. (ANTI -FLOTATION) 41 Qr� oc 'IT ZE 0 0 �0_ L Q Q1 Q V) C) W Ld I'm 0 a: wov, L ZBOQBM�&G d 4 Li WL"am.-A'n,ml C-> LLJ <Mwwo ZW!SWF"r; i_o_MZffi0,<D_ 3: "`�W"W=c,,!EZW0:5 00 Z F_L06W0:1M1-- L'J 0- 0 ta 2 W 0: in . ZODO . 0 (b :,z-- E :, ( o 00 zz CID . IIII.- CNI Coll Q__ ce) 0) 0 w < 00 @ 04: (.0 0 DO 4- 0 < r 0 0 W -J C:) M < 0 2002 LU > (0 Q� < T- 0) L4 C:) it 06 C:� O� N 0-) :�t 0 1 W 1: LLI C) _J < L, U) 0 F_ 0 Zt �= > < _J ('15 0 M LL 00 :9-__ �= Q F- W ll� LLJ W W _J (-) > C\I 04 (0 _J Z < Z C14 -- Ad I W F_ Z 0 �z V) < V) F - LJ F- 0 ILL. _J _J M V) LLJ < _J LLJ _J Nel LL- 0 0 LLJ 0 C, LAJ Of > 0 CL W M W 0 LL1 Z CL V) Of < Z 0 'N ENGINEER CERTIFICATION 0 J0SFPH W. SCHULKE FL. REG. NO. 47048 OJODAH B. BITTLE FL. RFG. NO. 57396 C]WILIIAM P. STODDARD FL. REG. NO. 57605 WN: 13 2019 SHEET C-503 FROJFC T NO. 18-182 / METERS SHALL BE LOCATED IMMEDIATELY PROPERTY LINE- PROPERTY UNE FIBERGLASS REINFORCED POLYMER (FRP) CONCRETE LID INSIDE THE RIGHT-OF-WAY UNLESS MARKER PAINTED BLUE RIGHT-OF-WAY UNE RIGHT-OF-WAY UNE WITH SKID RESISTANT SURFACE WHEN METERS CANNOT BE LOCATED IMMEDIATELY INSIDE THE RIGHT OF WAY i 6' ANCHOR COUPLING FOUR HYDRANT GUARDS OTHERWISE DIRECTED BY IRCDUS 1-1/2"O P.E � .,.. THEY MAY BE LOCATED INSIDE THE PROPERTY LIVE AS DIRECTED BY RCDUS 7 ETCH CURB WITH '911 FTxt ETER BOX 3w ' TEST PORT -"--4 ��� �,� (�P) ���SERVICE LATERAL � � �, ��",r'�'j . H y AS REQ'D BY IRCDUS ADDITIONAL GATE VALVE SEE NOTE ((BELOW) W 1'0 P.E. \(IUD NOT SHOWN) cx> WATER SERVICE SOUD HEAVY DUTY TRAFFIC BEARING METER BOX UD 7 SERVICE CUSTOMER PIPING W I I M J REQUIRED IF DISTANCE FIBERGLASS REINFORCED TED IC BEAR {FRP} CONCRETE g p , I ,y IS MORE THAN 5' \/- 90� \®/ PATH SKD R£S,STANT SURFACE, UFT SLOT do 316 SS PIN FLOW FLOW SOW tHEAW DUTY TRAFFIC BEARING METER BOX W SEE NOTE 11. ,.:I (� LATERAL ro .r _ WITH 9C0 RESISTANT S111iFACf, LIFT SLAT 3 318 55 P,N ±i I \ -/P< \ SEE W-7 PRE -PLUMBED METER BOX _ " - - • - 90' ANGLE CURB STOP I 10. - ^-� " REDUCED PRESSURE PLAN VIEW ETCH CURB (ITN '1Y FOR SEE W-7 PRE-PWMBED METER Box I I v) 45' `fir ,', 1)f, OR Y W I 2 BACKFLOW PREVENTER (RPZ) WATER SERVICE CORP STOP FINISHED GRADE 12• 0. ^� WITH RISING STEM GATE VALVES I I - + - - O ROA wAY 1 BRASS COMPRESSION t', 1 1/Y OR 2' tw' ANGLE LIMB WW r -O' 2-• 90' ANGLE L LOCK* G WYE BRANCH � -• /- CORP STOP FINISHED GRADE �a I I I� CURB STOP CURB STOP I I ,��11 PLAN VIEW L SEE DETAIL •A' ROA�WAY 5�/�� J V^ SINGLE SERVICE 2'-0 SOEW �� MEGA -LUG RESTRAINT \ / �- \ / r /\/ / ` TOP VIEW 1 !//1 MIN /I I 0/% OR EQUAL /®W/®\ + / IRCDUS MAY REQUIRE RADIO READ LID AWA M ISHEODX FLUSH /1 GRADEMETEr / \� / <-cc- .n, .,, \//\//\/j\/j/\\�//� /�//�j�/ /j�/j�/ M.J. "ARIES V)F 0 r+ CHEC VE J UNION \ \\/\\ \_�. \\���\ ,,� \'.\.\\i\\ \ \ \ , \ +\ \ \ M - - , � U BRASS LOCKING CURB STOP �� FIBERGLASS RUNFORCED POLYMER (FRP) /�//\ \�!I // /�\/�\ \ \/ ' \\�\\i\//,� - I NK Y ANCHOR TEE FOR 6' PLAN VIEW I WITH INTEGRAL METER COUPLING 12' CONCRETE, PRE -PLUMBED METER BOX PORT Z X \�\\i . RE \ /\\ � I MECHANICAL JOINT 6' + - - MF'TER I m ;�\\>. Y/ ' . ,+:, \�'\'\�'\�'\ \ \` PRE-INSTALLED WATER TIGHT GASKET - < `r4� DETAIL M-13} +-,\�/�\..\���// \/ U -..-.-, \/ \/\ \/�\/\/i\// PUMPER NOZZLE LANG CE Z o \/\ I //\\%/\ PROPERTY LINE iii Qv eo GRADE M + - - -- - - � ACCESS FACING ROADWAY 0 4 MARKER BALL INSIDE �{ \/\\ R -O -W LINE _G� VALVE BOX BOOM OF ALL METER BOA ;O 011 IZ!".",1.1.11111.001' r.0✓t, M , R BOX WITH LID \%\�>\�% GRAPHIC SCALE 20 0 15 20 40 120 Ell I ( IN FEET ) 1 inch = 20 ft. /2 ` ♦ O _ \ C�Od ♦ �0 ♦ tv\ j�`,�� O& ♦ Cq �oio N%L, \ / & UM WELL \ \ \ • ..'a �4 .\l w. \ \\ \\ pa♦ ' 4 / A. cl \ �\ \ • � =O \\\ 0 ♦ LEGEND \�\ \ ��\\ 1!3 DENOTES PROPOSED TREE - LIVE OAK, LAUREL OAK, \ \ \ \ \ SLASH PINE, OR OTHER APPROVED TREE (3) PALM CLUSTER MAY SUBSTITUTE FOR ONE TREE. \ \ \ + \ \ \ \\ \ ••��•• DENOTES PROPOSED HEDGE -SHRUB 24" O.C. - \ LIGUSTRUM, VIBERNUM, OLEANDER, ELEAGNUS, OR OTHER APPROVED SHRUB 10% of rootball EXISTING TREE TRUNK DIAMETER VARIES 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED MASONS STRING W/ "' PAVEMENT (AS REQUIRED) FLAGGED RIBBON VAR CONTINUOUS AROUND BARRIER 2 ROWS - Ir t ELEVATION �MASONS STRING W/ FLAGGED AR CONTINUOUSUS AROUND BARRIER 2 ROWS EXISTING TREE TRUNK DIAMETER VARIES 6' - 2x21S 4' O.C. PLACED \ AT TREE DRIP LINE. OR AT \ EDGE OF EXISTING/PROPOSED PAVEMENT (AS REWIRED) PLAN VIEW NO�S: TREE PROTECTION. (A)ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. (B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. (C) INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. ♦ (D) FENCE / BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TREES OR GROUP OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. (4 )--- l 5 F- 2X ROOTBALL DIAMETER � \,J " ALL SHRUBS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. SHRUB PLANTING PLAN/SECTION NTS 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 Q 0 LANDSCAPE REQUIREMENTS TREES 0 PALM TREES 0 1. ABUTTING PROPERTIES 0 HEDGE/SHRUBS TREES NORTH EAST -309 LF X 1 TREE/35 LF 9 2. TREES: ` SOUTH EAST -184 LF X 1 TREE/35 LF 6 NE 309 LF X 1 SHRUB/6 LF = 52 + 0 SOUTH WEST -184 LF X 1 TREE/35 LF 6 SE 184 LF X 1 SHRUB/6 LF = 31 SPREAD OF CROWN. 2. ADJ. TO ROAD R/W (AIRPORT DRIVE E) 13 SW 184 LF X 1 SHRUB/6 LF = 31 309 LF X 1 TREE/25 LF SPACE. NW 184 LF X 1 SHRUB/6 LF = 31 3. ADJ OFF-STREET PARKING 861 LF X 1 SHRUB/6 LF = 145 AGRIFORM TABLETS 24 PARKING SPACES X 1 TREE/5 SPACES 5 CLEAR TRUNK OF 12 FEET. (3 PALMS = 1 TREE) (12) FEET OVERALL, WITH A MINIMUM SPREAD OF 6' SOIL AND WATER THOROUGHLY AT PLANTING. * THIS PROPERTY LINE ADJACENT TO AT 77ME OF PLANTING. 4. OPEN SPACE REQUIREMENTS A CONSERVATION AREA. THE SHRUB AT PLANTING. TRUNK SPACE AND 1-1/2" DIAMETER AT THE TIME OF PLANTING. 27,297 SF X 1 TREE/2000 SF OPEN SPACE 14 REQUIREMENT IS MET BY ADJACENT �'�; •: TOTAL TREES 53 VEGETATION. Q VARIES 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED MASONS STRING W/ "' PAVEMENT (AS REQUIRED) FLAGGED RIBBON VAR CONTINUOUS AROUND BARRIER 2 ROWS - Ir t ELEVATION �MASONS STRING W/ FLAGGED AR CONTINUOUSUS AROUND BARRIER 2 ROWS EXISTING TREE TRUNK DIAMETER VARIES 6' - 2x21S 4' O.C. PLACED \ AT TREE DRIP LINE. OR AT \ EDGE OF EXISTING/PROPOSED PAVEMENT (AS REWIRED) PLAN VIEW NO�S: TREE PROTECTION. (A)ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. (B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. (C) INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. ♦ (D) FENCE / BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TREES OR GROUP OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. (4 )--- l 5 F- 2X ROOTBALL DIAMETER � \,J " ALL SHRUBS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. SHRUB PLANTING PLAN/SECTION NTS 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. TREES: 1. CANOPY TREES REQUIRED: 53 A. TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN EXISTING TREE CREDITS: + 0 TWENTY (20) FEET OR GROUPED TO FORM THE EQUIVALENT OF A TWENTY (20) FEET MATURE PROVIDED: 53 SPREAD OF CROWN. 3. SHRUBS REQUIREE 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 CO 00 CIA 0 v; vi z s cn a 2 0 rwwac���3oW fnraaZWOFaar3 zor�oo�o=m�5 i?aix���WZ3?} wOW�-'wwa�c�w�a \a33w�'^3 W:) 0. Cz U U J M W ojo n U- cn zt X00 OCN\ 10 00 Z0Q,c Q WoWJ O m Q 2 Z��w �o> N I) 06 r Wo J Cz L, co N Wooer � ZQJ co Z L m W W Q U >N CN D� 0) J j Qo u) ZN � ti ti U �F_ Q 11 LLJ CL U Q J J J m F– Z J W J =) %vC LL_ O U_ w -U �>Z w<W F_m�fLd >_ O I— Q w CL W m w0LaZ Q w Q OQ Z U E GWEER CERTIFICATION 0 JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITTLE FL. REG. NO. 57396 WILLIAM P. STODDARD FL. REG. NO. 57605 .JUN 13 2019 DATE. SHEET C-600 PROJECT NO. \ 18-182 J 1'/2" DIA RUBBER HOSE W/ DOUBLE STRAND OF 12 GA. D GALV WIRE AND MINIMUM 3 GUYS PER TREE. WHITE FLAGS ON EACH WIRE PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS GIVEN SET TOP OF ROOTBALL FLUSH WITH SURROUNDING GRADE WHEN SETTLED. STATE OF FLORIDA. NO TREE SHALL BE SET DEEPER THAN 2. TREES: THE GRADE IN WHICH IT WAS GROWN. A. TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN 48" DIA x 3" DEEP TWENTY (20) FEET OR GROUPED TO FORM THE EQUIVALENT OF A TWENTY (20) FEET MATURE MULCH RING SPREAD OF CROWN. TOP OF GRASS FLUSH WITH TOP OF MULCH SPACE. INSTALL ALL TREES W/ MILORGANITE OR AGRIFORM TABLETS BACKFILL WITH CLEAN PLANTING CLEAR TRUNK OF 12 FEET. (3 PALMS = 1 TREE) (12) FEET OVERALL, WITH A MINIMUM SPREAD OF 6' SOIL AND WATER THOROUGHLY AT PLANTING. AT 77ME OF PLANTING. D. TREE SPECIES SHALL BE A MINIMUM OF TWELVE (12) FEET OVERALL. WITH A MINIMUM SPREAD OF 5' DIAMETER OF HOLE SHALL BE AT PLANTING. TRUNK SPACE AND 1-1/2" DIAMETER AT THE TIME OF PLANTING. MIN TWICE DIA OF ROOTBALL TYPICAL TREE PLANTING DETAIL N.T.S. CO 00 CIA 0 v; vi z s cn a 2 0 rwwac���3oW fnraaZWOFaar3 zor�oo�o=m�5 i?aix���WZ3?} wOW�-'wwa�c�w�a \a33w�'^3 W:) 0. Cz U U J M W ojo n U- cn zt X00 OCN\ 10 00 Z0Q,c Q WoWJ O m Q 2 Z��w �o> N I) 06 r Wo J Cz L, co N Wooer � ZQJ co Z L m W W Q U >N CN D� 0) J j Qo u) ZN � ti ti U �F_ Q 11 LLJ CL U Q J J J m F– Z J W J =) %vC LL_ O U_ w -U �>Z w<W F_m�fLd >_ O I— Q w CL W m w0LaZ Q w Q OQ Z U E GWEER CERTIFICATION 0 JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITTLE FL. REG. NO. 57396 WILLIAM P. STODDARD FL. REG. NO. 57605 .JUN 13 2019 DATE. SHEET C-600 PROJECT NO. \ 18-182 J TREE PROTECTION BARRIER 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: A. TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN TWENTY (20) FEET OR GROUPED TO FORM THE EQUIVALENT OF A TWENTY (20) FEET MATURE SPREAD OF CROWN. B. ALL TREES SHALL BE SPECIES WHICH CAN BE MAINTAINED WITH OVER 6 FEET OF CLEAR TRUNK SPACE. C. PALMS SHALL BE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN 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' AT PLANTING. D. TREE SPECIES SHALL BE A MINIMUM OF TWELVE (12) FEET OVERALL. WITH A MINIMUM SPREAD OF 5' AT PLANTING. TRUNK SPACE AND 1-1/2" DIAMETER AT THE TIME OF PLANTING. 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: A. SHRUBS & HEDGES SHALL BE A MIN. OF 24" AT PLANTING. B. HEDGES SHALL BE PLANTED AT A MIN. OF 24" O.C. AT PROPERTY LINES. 5. IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: 1. FIND POINT WHERE A. GRASS AREA SHALL BE IN HIGH USAGE ZONES. TOPMOST ROOT EMERGES FROM TRUNK WITHIN 2" OF B. TREES & SHRUBS SHALL BE IN LOW USAGE ZONES. SURFACE. CLEAR EXCESS 6. CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE ENGINEER FOR APPROVAL. SOIL IF NECESSARY. 7. THERE SHALL BE A MIN. OF THREE (3) DIFFERENT SPECIES OF TREES AND NO SPECIES SHALL MAKE UP 2. TOP 10% OF SHRUB MORE THAN 50% OF PROPOSED TREES. ROOTBALL TO BE PLANTED ABOVE THE LANDSCAPE 8. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, STREET LIGHTS AND SIGNS SUCH GRADE. DO NOT COVER THAT ALL SIGNAGE IS EASILY SEEN AND LIGHTING IS FUNCTIONING FOR ITS INTENDED PURPOSE. TREE EXPOSED 10% ON SIDES PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS REQUIREMENT. WITH SOIL. 9• THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ENGINEER, A LIST AND PLAN OF THE PROPOSED 3. PRUNE ALL LIKE SHRUBS WITHIN A PLANTED MASS TO VEGETATION/PLANTINGS TO BE USED TO MEET THE REQUIREMENTS OF THE CITY CODE, AS REFLECTED lrlii ACHIEVE UNIFORM ON THIS PLAN. SUGGESTED VEGETATION TO BE INCORPORATED IN THIS PROJECT ARE AS FOLLOWS: MASS/HEIGHT. 4. 3" MINIMUM MULCH AS PROBABLE TREE COMPOSITION PROBABLE HEDGE/SHRUB COMPOSITION SPECIFIED - DO NOT COVER SLASH PINE *1*2*C BOTTLE BRUSH *U SILVER BUTTONWOOD *1*2 WAX MYRTLE *1 EN IRCREATESHRUB ENTIRE SHRUB ROOTBALL MAPLE TREES *C LAURAL OAK *1*2*C SAW PALMETTO *1 LIGUSTRUM *2 TER RINGS' NATIVE PALM TREES *1*2*C SYCAMORE *C SCRUB PALMETTO *1*2 OLEANDER *2 *1*2*C LIVE OAK DAHOON HOLLY *1*2*U VIBURNUM *1 AMERICAN HOLLY *1*2 ONLY COVER SIDES OF SOUTHERN JUNIPER *1*2*U YAUPON HOLLY *1*2*U ROSEMARY *1*2 BOUGAINVILLAEA *2 ROOTBALL WITH MULCH POND CYPRESS *1 *C CRAPE MYRTLE *2*U YAUPON HOLLY *1"2 MAGNOLIA *1 *2*C 5. FINISHED GRADE (SEE PROBABLE GROUND COVER GRADING PLAN). DWARF JASMINE MEXICAN BLUEBELL *1*2 LIRIOPE 6. PREPARED PLANTING SOIL MORNING GLORY .1*2 DAY LILY *1*2 FOUNTAIN GRASS CREEPERS *1 *2 VIRGINIA CREEPER *1*2 DWARF LANTANA *1*2 AS SPECIFIED. NOTE: WHEN SHRUBS USED IN MASSES, *1 THESE PLANTS ARE NATIVE TO FLORIDA. ENTIRE BED TO BE *2 THESE PLANTS ARE RATED VERY DRAUGHT TOLERANT. AMENDED WITH PLANTING NOTES: SOIL MIX AS SPECIFIED. 1. EXISTING TREES WILL BE PRESERVED WHEN FEASIBLE AT THE DISCRETION OF THE 7. SCARIFY ROOTBALL SIDES OWNER. 100% OF ALL VEGETATION SHALL BE NATIVE DRAUGHT TOLERANT SPECIES. AND BOTTOM. CO 00 CIA 0 v; vi z s cn a 2 0 rwwac���3oW fnraaZWOFaar3 zor�oo�o=m�5 i?aix���WZ3?} wOW�-'wwa�c�w�a \a33w�'^3 W:) 0. Cz U U J M W ojo n U- cn zt X00 OCN\ 10 00 Z0Q,c Q WoWJ O m Q 2 Z��w �o> N I) 06 r Wo J Cz L, co N Wooer � ZQJ co Z L m W W Q U >N CN D� 0) J j Qo u) ZN � ti ti U �F_ Q 11 LLJ CL U Q J J J m F– Z J W J =) %vC LL_ O U_ w -U �>Z w<W F_m�fLd >_ O I— Q w CL W m w0LaZ Q w Q OQ Z U E GWEER CERTIFICATION 0 JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITTLE FL. REG. NO. 57396 WILLIAM P. STODDARD FL. REG. NO. 57605 .JUN 13 2019 DATE. SHEET C-600 PROJECT NO. \ 18-182 J