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HomeMy WebLinkAbout1998 - (Mylar) Preliminary Planned Development Plan AprilGENERAL NOTESS AACJ' Pre ttmtnary PCtann,!P 1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE AS APPLICABLE WITH FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," LATEST EDITION AND THE INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT STANDARDS. 2. ALL STORM WATER PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP), CLASS IV AND CAP PIPE , RESPECTIVELY, AS NOTED ON THE PLANS, AND IN ACCORDANCE WITH THE SPECIFICATIONS OR APPROVED EQUAL. 3. INLETS SHALL BE PRE -CAST IN CONFORMANCE WITH F.D.O.T. STANDARD SPECIFICATIONS WITH 28 DAY 4000 PSI CONCRETE. 4. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE. 5. ALL BACKFILL OVER STORM PIPES UNDER PLANNED PAVEMENT AREAS SHALL BE COMPACTED PER F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125.8.3., TO 100% OF THE MAXIMUM DENSITY PER AASHTO T-99. 6. ADJUSTMENT OF INLET TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. NO CLAIM SHALL BE MADE AGAINST THE OWNER AND/OR ENGINEER IN THE EVENT ADJUSTMENTS ARE NECESSARY. 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 8. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER AND/OR PUBLIC WORKS DIRECTOR OF THE COUNTY. NO CONSTRUCTION SHALL COMMENCE UNTIL AFTER A PRE -CONSTRUCTION MEETING IS IELD IN THE DEPT. OF PUBLIC WORKS. 9. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY THE COUNTY OR OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND LAWS. 10. ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 11. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES AND THE ADJUSTMENT AND/OR RELOCATION OF SAME IF REQUIRED. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING PERMITS. 13. CONTRACTOR SHALL COORDINATE CONNECTIONS TO EXISTING STORM DRAINAGE FACILITIES AND SHALL VERIFY LOCATION AND ELEVATION OF SAID FACILITIES PRIOR TO THE START OF CONSTRUCTION. ANY FACILITIES DISTURBED SHALL_ BE REPAIRED TO EQUAL OR BETTER THAN EXISTING CONDITIONS. 14. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION OF SAID CHANGE OR DEVIATION. 16, THE CONTRACTOR SHALL TAKE THE NECESSARY FIRE 7CAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 17. THE OWNER RESERVES THE RIGHT TO REQUEST FROM THE CONTRACTOR ASPHALTIC CONCRETE SURFACE COURSE MIX CERTIFICATIONS TO ASSURE COMPLIANCE WITH F.D.O.T. SPECIFICATIONS. 18. ALL SITE CURBING SHALL BE MIAMI TYPE CURB UNLESS OTHERWISE NOTED. 19. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF SEBASTIAN AND INDIAN RIVER COUNTY SUBDIVISION REQUIREMENTS AS APPLICABLE. WHERE APPLICABLE, STANDARDS OF THE FLORIDA DEPT. OF RANSPORTATION "STANDARD SPECIFICATION FOR ROAD & BRIDGE CONSTRUCTION" SHALL BE UTILIZED. 20, POTABLE WATER AND SANITARY SEWER SOURCE IS INDIAN RIVER COUNTY UTILITIES. 21, CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC PLAN TO THE CITY OF SEBASTIAN DEPT. OF PUBLIC WORKS. 22. CONTRACTOR SHALL COMPLETE I.R.Co. UTILITIES 72 POINT PUMP STATION CHECK LIST PRIOR TO INSPECTION REQUEST, 23. CONTRACTOR SHALL NOT REMOVE ANT TREES FROM PROJECT SITE WITHOUT PRIOR AUTHORIZATION FROM PROJECT OWNER OR ENGINEER. 24. EXACT LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND VERIFY THE THE EXACT LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY OF ANY DAMAGE DURING HIS CONSTRUCTION EFFORTS, AND REPLACE OR REPAIR DAMAGE TO THE SATISFACTION OF THE UTILITY COMPANY, AT NO ADDITIONAL COST TO THE OWNER. 25. THE CONTRACTOR SHALL GRADE THE SITE TO THE FINAL ELEVATIONS AS INDICATED IN THESE DRAWINGS. HE SHALL SOD ALL ADJACENT AREAS DISTURBED BY HIS CONSTRUCTION EQUIPMENT OR PROCESS WHICH EXCEED A 3:1 SIDE SLOPE. ALL OTHER DISTURBED AREAS, THE CONTRACTOR SHALL SOD OR SEED AND MULCH IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 575. 26. IMPROPER DRAINAGE OF PAVED AREAS AND DRAINAGE SWALES WILL NOT BE ACCEPTED. ANY PONDING OR IMPROPERLY DRAINED AREAS WILL BE COMPLETELY STRIPPED OUT AND RE -GRADED OR RE -PAVED UNTIL ALL DEFECTIVE DRAINAGE IS CORRECTED, AT NO ADDITIONAL COST. 27. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A CLEAN AND ORDERLY MANNER DURING CONSTRUCTION. ALL TRASH AND DEBRIS IS TO BE REMOVED ON A DAILY BASIS, OR IN A REFUSE CONTAINER APPROVED BY THE LOCAL WASTE MANAGEMENT AUTHORITY, AND REGULAR REMOVAL IS TO BE SCHEDULED BY THE CONTRACTOR. Cli F Sebas-ttan 100, -ty Ar ARY d' '00' itn ort "1011 In tan Rtever Co F C( dt i =4 o !: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL WITHIN BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS COMPLETE. 2. THE CONTRACTOR SHALL SEED & MULCH OR SOD ALL OPEN SPACE AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING AND COMPLETION OF ALL UNDERGROUND UTILITIES. 3. SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF CONSTRUCTION. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRED IMMEDIATELY IF DAMAGED. 5. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE SOuDED ON COMPLETION OF FINAL GRADING. PAVEMENT NOTES 1. STRIP THE PROPOSED CONSTRUCTION LIMITS, INCLUDING A MARGIN OF AT LEAST FIVE' BEYOND PAVEMENT EDGES, OF VEGETATION, ROOTS, RUBBLE AND OTHER DELETERIOUS MATERIALS. WE EXPECT AVERAGE CLEARING AND GRUBBING TO DEPTHS OF UP TO 6" TO 12" IN MOST AREAS OF THE ROADWAYS; HOWEVER AT SOME LOCATIONS, GRUBBING DEPTHS OF UP TO SEVERAL FEET MAY BE NECESSARY TO REMOVE LOCALIZED POCKETS OF ROOT MATS AND/OR LARGE STUMPS. THIS STRIPPED AND GRUBBED SURFACE SHOULD BE EXAMINED AND APPROVED BY THE ENGINEER BEFORE PLACEMENT OF SUBSEQUENT FILLS. ANY EXISTING COLLAPSIBLE OR LEAK PRONE UTILITIES SHOULD BE COMPLETELY REMOVED FROM PAVEMENT AREAS. 2. PROOF ROLL THE STRIPPED SURFACE WITH A VIBRATORY ROLLER WEIGHING AT LEAST 6 TONS UNDER THE SUPERVISION OF THE ENGINEER, TO LOCATE ANY UNFORSEEN SOFT AREAS OF UNSUITABLE SOILS, TO INCREASE THE DENSITY OF THE SHALLOW VERY LOOSE TO LOOSE FINE SAND SOILS, AND TO PREPARE THE EXCAVATED SURFACE FOR THE ADDITION OF THE FILL SOILS. EACH PASS SHOULD OVERLAP THE PROCEEDING PASS BY 30% TO INSURE COMPLETE COVERAGE. IF DEEMED NECESSARY, IN AREAS THAT CONTINUE TO YIELD, REMOVE ALL DELETERIOUS MATERIALS AS INDICATED BY ENGINEER PERSONNEL AND REPLACE WITH A CLEAN COMPACTED SAND BACKFILL. THE PROOF- ROOLING SHOULD OCCUR AFTER STRIPPING AND BEFORE FILLING. 3. CONTINUE COMPACTIVE EFFORTS UNTIL A SOIL DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) IS ACHIEVED TO A DEPTH OF 12" BELOW THE STRIPPED SURFACE, INCLUDING THE FIVE FEET MARGIN. DEPENDING ON WEATHER CONDITIONS OR OTHER FACTORS, THE ADDITION OR DRAINAGE OF WATER MAY BE NECESSARY TO AID COMPACTIVE EFFORTS. ADDITIONAL PASSES AND/OR OVEREXCAVATION AND RECOMPACTION MAY BE NECESSARY IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED BY THE REQUIRED PROOF -ROLLING. 4. FILL TO SUBGRADE LEVEL USING CLEAN SANDS WITH LESS THAN 5% SOIL FINES PASSING THE NO. 200 SIEVE. STRUCTURAL FILL SHOULD BE FREE OF ANY ORGANICS OR OTHER DELETERIOUS MATERIAL. THE FILL SHOULD BE PLACED IN UNIFORM 12' LOOSE LIFTS AND COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557). 28. TRAFFIC CONTROL SIGNAGE SHALL BE ERECTED AND PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE W/ M.U.T.C.D. AND APPROVED BY THE GOVERNING AUTHORITY SPECIFICATIONS. ALL TRAFFIC PAVEMENT MARKINGS SHALL BE EXTRUDED ALKYD BASE THERMOPLASTIC. 29. ALL PROPOSED MODIFICATIONS TO APPROVED PLANS SHALL BE SUBMITTED TO THE ENGINEER IN WRITING FOR CONSIDERATION. NO FIELD CHANGES OR DEVIATIONS FROM THE APPROVED DESIGN SHALL BE MADE WITHOUT PRIOR CONSULTATION WITH THE ENGINEER, 30. FINISHED FLOOR ELEVATIONS FOR LOTS SHALL BE AT LEAST 18" ABOVE THE CENTERLINE OF ROADWAY. 31. THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY INSPECTIONS. 32. THE CONTRACTOR SHALL SUPPLY TO THE ENGINEER DENSITY TESTS ON ALL SUB -GRADE AND BASE WORK. THE CONTRACTOR SHALL INSURE THAT ALL DENSITY TESTS ARE PERFORMED PER AASHTO T- 1 80 METHOD. 9719PPTIZ.dwg INDEX OF SHEETS 1. Title Sheet 2. Vicinity Map 3. Survey 4. Preliminary Plat 5. Clearing Plan 6. Master Stormwater Plan 7. Stormwater Plan A 8. Stormwater Plan B 9. Stormwater Off -site 10. Sections 11. Construction Details 12. Utility Master Plan 13. Utility Plan A 14. Utility Plan B 15. Utility Off -Site 16. Utility Off -Site 17. Profiles 18. Profiles 19. Profiles 20. Utility Details 21. Utility Details 22. Pumping Station Owner / Applicant Onsite Management Group, Inc. 4445 N. A- 1 -A, Suite 250 Vero Beach, FL 32963 PH. (561) 234-9988 Engineer Mosteller & Moler, Inc. 1 623 N. U.S. Highway 1, Suite B2 Sebastian, FL 32958 PH. (561) 589-4800 Surveyor David M. Jones 2345 14th Avenue Vero Beach, FL 32960 PH. (561) 567-9875 Jurisdictional Agencies (Permits/Approvals) _ CITY OF SEBASTIAN - PRELIMINARY PLANNED DEVELOPMENT APPROVAL C;I , 1' OF SEBASTIAN - LAND CLEARING Cll"1' OF SEBASTIAIJ - TREE REMOVAL CITY OF SEBASTIAN - TYPE "A" STORMWATER - (PHASE 1A AND 1 B) 1IDIAN RIVER COUNTY - UTILITIES DEPARTMENT - (PHASE 1A AND 1 B) IP,,IDIAI'-] RIVER COUNTY - RIGHT OF WAY PERMIT - (DRIVEWAY PHASE 1A) H',]DIAN RIVER COUNTY - RIGHT OF WAY PERMIT - (UTILITIES PHASE 1A) JOHNS WATER MANAGEMENT DISTRICT - ERP - (PHASE 1A AND 1 B) +.'-=PT. OF ENVIRONMENTAL PROTECTION - WATER - (PHASE 1A AND 1 B) .)EP . OF ENVIRONMENTAL PROTECTION - SEWER - (PHASE 1A AND 1 B) �Z 711 � i= o D� I OP y di s � �°Po DZ ROSELAND D 505) SEBASTIAN MUNICIPAL DAIRPORT � D Do a z a z r :5 0 `� o D w'n w 512 LAKE DR. SOUTH PROJECT Ow0 UMOON NDER �O LS. LOCATION wl Row D� Uj DR. F: SEBASTIAN D a S SEBASTIAN m r < a W SPRINGS 0 V ENGLAR DR. d 1 5,2 Q z m9�B FA z PELICAN J� c=i PARK POINT PLACE Location't_ap (NOT TO SCALE) M MASTELLER & MOLER, INC. M - CONSULTING ENGINEERS 1623 N. U.S. Highway 1, Suite B2 6767 N. Wickham Rd, Suite 400 Sebastian, Florida 32958 Melbourne, Florida 32940 Ph.(561) 589-4800 Ph.(407) 255-1175 Fox(561) 589-2742 APR 2 91998 Fox(407) 253-4439 SI-EPHEN E '-AOLER, F',E. FL.#33193 V 1998, 1AA.STELLER & MOLER, INC. i Y ' Y~y_y-y-y--y--y_y_V --.� \ 4.10`� Tract rrCn� 331.90' \ - -- y Dslta-3715'54" t9 �, Tract "D,t !' 7 R-zesoo \ / / L-284.43 J o N45'08'31"E DTen-42.27 \ �- \ CJ7 � I Nto.2T09'32" / \ \ 1.45 0 5L18'-31" Stormwater ,00� P.R.M. (TYP.) I'd ATract C s \ \` '' r I 6914' 10347„CDe( 5252'31" 7.29'53 5--a1 W S3 os00G� r / // 140 / / ,V'13� \\ ( o C)t o� Q \\ moo• i / > o ®,� � �p L-30.97 I I y / \\ \\ 6• /M{� Tan-15s0 �25'BUFFER �{! Delta-0T14'32' \/ ® -+ Recreation NOT TO BE co 0831 D Area DISTURBED s_ 0' W R-24 is Phase 2�ov'oc,'. O \XTan-138.25 ®/ ` / I \ \ ' /• `/�/, ,' �/ t47�g> \ o� ��65 `o��� FUTURE DEVELOPMENT cn R-170.00 (k 'o L-13Z20 `� Tan=72.58 Ph�se 1 A Delta-46.14'22" I 25'BUFFER StZrtnNater NOT TO BE R®345.00 � -T76.8u- L-401.39 ,Tract B DISTURBED (1) Tan=226.89 O O Delta-6639'40" OZ ' 5D-S 1i"E-/ Park vs �, �� 01,� \ 8 \ 1 W o ® r r N45'08'31"E �` 1 � r 1T9-ss' � \ I 11 N45 L18 31' \� z 112a` 0 0 9 t Q145�631" , Park vs ,�-> � \ `` \�S.J.R.W.M.D. \ \ 1 8 I O I t500- - 1 JURISDICTIONAL\ \ 0 I N Ik I n1 528'31" t = s 1 I g�� s 85 \ \� LINE 0 12-5 ' m 51 CID O 1 i I l o I 10 I f_ r-j N-'5'f18' 3'IE , 87 `'ge \ �' N�`LO C 1 N 1 �- -ate. Q4X- I , \ \ 7" 84 0 1 „ z U 125:Z30 +L- I 110 20' DRAINAGE ®, 188 \ \ x o/ °�� /It 8 C] Roseland Gardens Indian River Co, PLATBOOK 8, PAGE 25 LAND USE: L-2, 6:1 ZONING RM-6 Sebastian Highlands PLATBOOK 5, PAGE 14 LAND USE: LD ZONING RS-10 CONNECT TO EXISTING 12"0 Y WATER MAIN / City of Sebastian Municipal Golf Course , �A LAND USE: INS ZONING : PS C',�� J EASEMENT F -a '� o I 11 1 � r .-U45 08'31 E,��� o �\ \ \ 83 \ \ L ^ \ \ l \ r 1 (It5 IIR 31 " E_ ' rn N ' \ Lam'' 8 9 \ O to vry I 109 -I 0\/ 12�60' Ll�45 Og 31_tl �'C° \ ,\ / ` \ �"'� \ o I 0 0o I 12 5D I I M I 12082 ' 20' DRAINAGE \ � � g s_ [\1450831 1 1 EASEMENT \ \ (�ti 50 108 e 90 \\ , I- - � R/ 12� 00' I F �' 45 08 31 E� \ .0 I i 1 J 00 13 1 RvIW I I 1=0' ; \ 81 I 1 1 r L5 AS 31 " I t 1 91 �g 107 Stormwater ♦ \ \ %� �"�' \ 11 I r j �AI45 D$ 1 „ 8 " Tract A ! \- 14 1=o"_I 1 5 II8 31 " I ( ' � 106 20' DRAINAGE � 92 1cLin EASEMENT Phase 1 \ 79 I I 4�"37'sJ"gV L D 00 15 I 1-5.09=' R=275.00 93 � 5l31' t + t I 105 L=434.33 \ 0bc \ r,� f 1 i I I 129 Tan=277.37 1 78 I I \ ` o Delta=90°29'28" j 1 \ \ Ln \ o I 16 ` � 1 � 20' DRAINAGE � 94 \ -S��' ` � I - ` ` EASEMENT P a e 2 \ �o ��- 1 I 1 1 0 4 , \ 104 \ N45*08'31I"E �� 8.8�'-4 77 0� I 1 l I "$ 20 DF INAGE 20' DRAINAGE 2 o 17 \ \� �\ \ 4' >� _ AS M NT_ ` \ - N Os' �1 "F 103 . �� ;$ 76 �� \ ------/v°'t I a� \ 0)102 J 101 -100 99_ 98 97 ' 96 " 95 `�,� �0 ) �� Cam'. Ln / +00 + -� „+00 N45°08'31"E 12,00 ,3+Do + 14+ Nhu xi 75 0) 155T2' P rk \ 22.6 UE C 415.59 StStreet*'Btr 1 _ - - 5'D831" L N45°08'31E - �L _ R-200.00 74 k' �Q /-Ti 7, 41 ' uBIIT Asti 2 2 \ `n6 . cJn r- Ton=42.63 Pafl�. \ 1 w I 1 I I o 20 ,►- 33 0 34 I I Delta=24'03'58" \ \ \ �- 1 o ! 1 I 1 47 00 48 I li N45 08'31 "E 1 1 -I I I I �145IIi31 " �s - I I I - _ I I -N145' 31 t I; t S35„i7 30 W 1 I 1 I l i i 12�60 1 0 1 12�01 rn 125 00 g I=o'- 7725� g � 00 7.3 •�\ \ �51� \ \ oo 21 ' 0' I 3 cn I I cn I I 6 0 N �i� L O 1„ ZI R/W O a 35 I t o N I 46 00 49 I I t 1 1I -- ' 0 61 \ �' \ 72 I I \ _ o oN - i - I I`�45 0 "E o_ �. 7' T 5 w ( 4 \ c' Irn - s I I 550 I I g II 569.0 4- 721 5 341 -1as@ 2 oi 008 o 2O2 0o 0I36 +- 45 " 0 P� �0 62 250' =1=05w \ ✓ /� \ �`!rn 'o W. o 0„ 1 \ Q 1 1 I 1 t I 0 23 1 I I 30 0 I 51 I I 5 O I I O I 0 I 37 R/W 44 o I O t R W 58 15 g 1 1 1 i i N4 �5i301„ 8 1 I 1 45°0.8'3 ' NA5*(:Z 3" 451a�31 ' orri 63 \ 1 1 I I I - / \ 125 00 125 0i' s 12�00'1 I-T25�6?"rAs s 12z3$6 p5 330 �, t; I ICD r _ / I I n I I j w 24 29 0 38 / \ 43 0 52 \ .� FA4668 Cr ps 1 I 0 57 \ R=60.00 i NL8'� R �- I I - R 0 64 g0 1 �39 -1 L=g�i. 1.T9 11 t SO r t RSO r 0�0T' TKO. 1 0 I 1 54 \ r�r I i \ 6.$5'- 0 33 To 44.7 _J - $efts=27 21,46" 28 \ __£ / I I 3 4 a' \ 6 39 / s \ 42 53 56 I 68 ems,\ Ln Ln / J- 26 27 ,,• 4 \ I I �. 4 �� I 00 \ �' 66 67 `� U1 \ I� I \ POINT OF BEGINIxtING� i % \l I/ `� �/ �' � .>,., I � 20' DRAINAGE/�' � w, \ \ L - - l i - -- -I J - UTILITY EASEMENT 1 5' i \ \ 150.01' i49.98' 150.03' 150.01' 150.01' 197.70' 167.72' 232.11' 00 //+00 c�i1 60.22' o Tract "F" t 7 -PROPOSED 50' BUFFER u, 165.65' I ( S45'08'31 "W 1 3/11/981 REV. PER CITY OF SEBASTIAN NO, DATE DESCRIPTION PREVISIONS M MASTELLER & MOLER, INC. M ti CONSULTING ENGINEERS BA/SEM DR/APP 1623 N. U.S. Highway 1, Suite 82 Sebastian, Florida 32958 Ph. (561) 589-4800 Fax (561) 589-2742 6767 N. Wickham Rd, Suite 400 Melbourne, Florida 32940 Ph. (407) 255-1175 Fox (407) 253-4439 Owner / Applicant Onsite Management Group, Inc. 4445 N. A- 1 -A, Suite 250 Vero Beach, FL 32963 PH. (561) 234-9988 Engineer Masteller & Moller, Inc. 1 623 N. U.S. Highway 1, Suite B2 Sebastian, FL 32958 100 PH. (561) 589-4800 Surveyor C David M. Jones 2345 14th Avenue Vero Beach, FL 32960 PH. (561) 567-9875 Notes: '0 / GRAPHIC SCALE 0 50 too 200 ( IN FEET ) 1 inch = 100 ft. 1. The project shall have water and sewer service provided by Indian River County Utilities. 2. Power shall be provided by Florida Power and Light 3. Telephone shall be provided by Southern Bell 4. Cable television shall be provided by Falcon Cable. 5. The contractor shall coordinate with all applicable utilities prior to commencement of construction. 6. All rights -of -way, drainage/utility easements, common areas, and stormwater management tracts including sidewalks are intended to be maintained perpetually by the to be created Collier Club Property Owners Association 7. All public authorities including but not limited to police, fire, and ambulance, have the right to use any of the lands maintained by the property owners association. ■ Denotes P.R.M. locations Legal Description BEGINNING AT THE NORTHEAST CORNER OF LOT 7, BLOCK 3, ROSELAND GARDENS AS SHOWN ON THE PLAT THEREOF RECORDED IN PLAT BOOK 8, PAGE 25, PUBLIC RECORDS OF INDIAN RIVER COUNTY. SAID POINT LYING ON THE SOUTHEAST LINE OF THE FLEMING GRANT; THENCE N44'24'33"E ALONG PROPOSED AIRPORT ROAD WEST RIGHT-OF- WAY LINE A DISTANCE OF 1977.94 FEET TO A POINT; THENCE N45°08'33"E A DISTANCE OF 5F-,.00 FEET TO A POINT; THENCE S78'37'46"E A DISTANCE OF 112.96 FEET TO A POINT; THENCE S72'01'19"E A DISTANCE OF 81.65 FEET TO A POINT; THENCE S77'10'49"E A DISTANCE OF 134.57 FEET TO A POINT; THEPJCE N73'05'00"W A DISTANCE OF 135.72 FEET TO A POINT; THENCE S80'59'02"E A DISTANCE OF 48.60 FEET TO A POINT; THENCE 75'54'15"E A DISTANCE OF 90.46 FEET TO A POINT; THENCE S76'03'01 "E A DISTANCE OF 103.42 FEET TO A POINT; THENCE S69°06'36"E A DISTANCE OF 261.37 FEET TO A POIN '-HENCE S70'45'09"E A DISTANCE OF 399.38 FEET TO A POINT; THENC= ' :'41'15"E A DISTANCE OF 206.50 FEET TO A POINT; THENCE S73'45 _ E A DISTANCE OF 53.63 FEET TO A POINT; THENCE S66'38'48"E A Di`:'TANCE OF 209.66 FEET TO A POINT; THENCE S65'50'37"E A. ` -ANCE OF 1 41 .94 FEET TO A POINT; THENCE S63'05'22"E %\ DISTANCE OF 94.73 FEET TO A POI1`IT; THENCE S53'18'32"E A DISTANCE OF 58.96 FEET TO A POINT; THENCE S39'19'49"E A DISTANCE OF 64.78 FEET TO A POINT; THENCE S44'51'29"E A DISTANCE OF 65.13 FEET; THENCE S45'08'31 "W ALONG SAID FLEMMING GRANT LINE A DISTANCE OF 1573.42 FEET TO THE POINT OF BEGINNING. SAIL F`ARCEL CONTAINS 51.13 ACRES MORE OR LESS. Site Project Area (Phase ! and II Platted) Airport Drive Rir°-,+,-of-Way 5 1. 13 Acres Development Area 2.15 Acres 39.69 Acres Open Space Conservation Area (Collier Creek) 38.85 Acres (76%) 11.44 Existing Land Use Acres Residential 5 Units/Acre Existing Zoning Planned Development Single Single Family Dwelling Units Family (455 Units) 112 Lot Coverage Lot Impervious (Other than structures) 3500 S.F. (Average) 360 S.F. (Average) Gross Density (Platted Area) 2.19 Units/Acre Net Density (Development Area) 2.82 Units/Acre Phase I and ll Development area Summary Club Parcel (Two Parcels) 3.23 Acres Stormwater Tract A 3.27 Acres Stormwater Tract B 0.71 Acres Stormwater Tract C 0.86 Acres Buffer Area 0.76 Acres Park Parcels 0.66 Acres Lots 23.23 Acres Rights -of -Way 6.97 Acres Total 39.69 Acres Street Names Street "A" Collier Club Drive 1; Street "B" Lake Circle 110 Street "C" Palmetto Court N Street "D" Pine Court I� Street "E" Oak Court Street "F" Willow Court prn FORCE MAIN TO BE CONSTRUCTED TO OFF SITE PL_':V.,'1NG STATION Preliminary Plat rue to oil documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Preliminary Planned Development Plans proved lsr & e ow Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sole, or for other disposition of these documents by anyone is expressly prohibited without consent of Masteller & lncler, Inc. pursuant to the Federal ollierCClub Subdivision Copyright Law." Indian River County Sebastian f-I o rIda ©1997, MASTELLER & MOLER, INC. 400 9743PLATI.DWG DRAWN B.A. DESIGNED B.A. CHECKED S.E.M. DATE 1 1 /97 SCALE 1 "= 100, - - SHEET 4 OF ZZ_ ►TEPHEN 'E. MOLER, P.E., FL# 33193 DWG NO 9743 Y Y Y Y Y Yl� y .. \ \ SOIL EROSION CONTROh,I \ / \,Y / k "•"' \ TYPE III SILT FENCE ( P. \ / k \ DO NOT DIST RB / BEYOND THIS L NE \ EXCEPT WHERE SH N / \ ,�� ........':':':' ' ' iorr>~->fwate ............ / O1 '.•.'....................'� / ................... O . ...;.. / k / LIMITS OF k / CLEARING O / \� 3 / 25'OFFSET JURISDICTIONAL LINE Ov // ��� SOIL EROSION CONTROL\ o'......,. , / ®�/ TYPE III SILT FENCE (TYP.) , I'40 . \ CD OF .....:::.:.:.........:... : ..; . + CLEARING ..,�tQrC71V��1�:i \ / x / of L_ —I (D......'....... ::::: : ........ (D.,, ...... ,. l'YYYYYYYYY� 86 \ 112 • ................ \ (D\ .I 111 — —__--------- (/).'. �- , .-..... ............... .... 87 �- — CD '. 84 _r- 1 0 -+ 88 O 11 A 83 \ ' I 1.'.'.'.'.'.'.'.'.',',',','.'..'.'.'......'.'...'....'.', 82 f C2�...............'.'.'.'.'.'.......... .................................... ' _ 108 :.:::.:::.:.::::. :.......:.:...:.....:.1,,.,.,,,,..,...,.....,,,....'.1 90 \ .. \. .................... I .............. • ... 81 , TOP OF A TYP, ) ......................•...•.....,..•.... { _ 106ic7rrrYw.Ca'.er DO NO IST B E YO N HIS I N E (TYP . ) B .... ,.'.'.'.'.'.'.'.'.'..... 79 .Tr�tEXCEP HERE SHOWN �t'•;14'•'• \' D I 15' 9' ' ' 93 :1 t OS....:...:.:.....:.........................:...:...:.......:.......:............:....................... 78 16 1 ............... ' .,'. J 104 \' 77 TYPE III IL FENCE TYP :'..'.'.'.'.'.'. ( ) I I I I , 7 � '• •• J O I ..' •.\�• 103 18 ..' .. . . 76 + k \ — �.. ..... ............... \ 19 " i I O r .' ........................ ' .. 74 I I ._ � I 20 •;.:..:.:. 33 34 47 48 :. ,..'�� 73 I I I I I I I 21 � 32 35 I;•' •;I� (D 60 61 \.• 72 Ii: :I ® m LIMI S OF CLE RING 101 100 -. I I I I I 231 30 37 44 58 I i I I ••� 63 II � .j 64 , .. ..... /. J I I 25 .... 28 39 42 53 �.., 56 SOIL EROSION CONTROL \ I I I TYPE III SILT FENCE (T ) /'. \ / r- — I I I �.. D NOTE AREA ,•:•• . /TO BE F LLED \ ... X x —x— —x x MEN M MASTELLER & MOLER, INC. M CONSULTING ENGINEERS ^� 1 3/ 1 1 /98 REV. PER CITY OF SEBASTIAN BA/SEM NO. DATE DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite B2 6767 N. Wickham Rd, Suite 400 Sebastian, Florida 32958 Melbourne, Florida 32940 Ph. (561) 589-4800 Ph. (407) 255-1175 REVISIONS Fax (561) 589-2742 Fax (407) 253-4439 LIMIT OF CLEA ING 68 / SOIL EROSI N CONTROL TYPE III SI T ENCE (TYP.) Clearing / Grading and Earthwork Plans Preliminary Planned Development Plans Collier�r Subdivision Indian River County Sebastian DENOTES LIMITS OF CLEARING FZIDENOTES AREA TO BE FILLED 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL WITHIN BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS COMPLETE. 2. THE CONTRACTOR SHALL SEED & MULCH OR SOD ALL OPEN SPACE AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING AND COMPLETION OF ALL UNDERGROUND UTILITIES. 3. SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF CONSTRUCTION. 4. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRED IMMEDIATELY IF DAMAGED. 5. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE SODDED ON COMPLETION OF FINAL GRADING. I Optional Post Positl Principle Post Position Post n. rio.nsr o x st e I �5�� (canted 20° Toward Flow) 2•�" Mln. Dla. Wood; Steel b' Max. � Filter Fabric (In 6' ; �- 1.33 Lbs/Ft. Min.) Gonformonce With Sec. Gb5 FOOT Spec.) i F Filter Fabric O Silt Flow m iv F ELEVATION SEGTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE --- SILT FENGE Type Silt Fence Protection Around Ditch Bottom inlets. Oo nc•' :1,,rloy in a manner that slit fences will act as a dam across permanent flowing watercourses. Slit fences are to be used at upland locations and turbidity barriers use of permanent bodies of water. SILT FENGE APPLICATIONS ;SILT FENCE DETAIL F.D.O.T. Index •102 (N.T.S.) .mAVEMENT NOTE 1. STRIP TH PROPOSED CONSTRUCTION LIMITS, INCLUDING A MARGIN OF AT LEAST FIVE? BEYOND PAVEMENT EDGES, OF VEGETATION, ROOTS, RUBBLE AND OTHER DELETERIOUS MATERIALS. WE EXPECT AVERAGE CLEARING AND GRUBBING TO DEPTHS OF UP TO 6" TO 12" IN MOST AREAS OF THE ROADWAYS; HOWEVER AT SOME LOCATIONS, GRUBBING DEPTHS OF UP TO SEVERAL FEET MAY BE NECESSARY TO REMOVE LOCALIZED POCKETS OF ROOT MATS AND/OR LARGE STUMPS. THIS STRIPPED AND GRUBBED SURFACE SHOULD BE EXAMINED AND APPROVED BY THE ENGINEER BEFORE PLACEMENT OF SUBSEQUENT FILLS. ANY EXISTING COLLAPSIBLE OR LEAK PRONE UTILITIES SHOULD BE COMPLETELY REMOVED FROM PAVEMENT AREAS. 2. PROOF ROLL THE STRIPPED SURFACE WITH A VIBRATORY ROLLER WEIGHING AT LEAST 6 TONS UNDER THE SUPERVISION OF THE ENGINEER, TO LOCATE ANY UNFORSEEN SOFT AREAS OF UNSUITABLE SOILS, TO INCREASE THE DENSITY OF THE SHALLOW VERY LOOSE TO LOOSE FINE SAND SOILS, AND TO PREPARE THE EXCAVATED SURFACE FOR THE ADDITION OF THE FILL SOILS. EACH PASS SHOULD OVERLAP THE PROCEEDING PASS BY 30% TO INSURE COMPLETE COVERAGE. IF DEEMED NECESSARY, IN AREAS THAT CONTINUE TO YIELD, REMOVE ALL DELETERIOUS MATERIALS AS INDICATED BY ENGINEER PERSONNEL AND REPLACE WITH A CLEAN COMPACTED SAND BACKFILL. THE PROOF — ROLLING SHOULD OCCUR AFTER STRIPPING AND BEFORE FILLING. 3. CONTINUE COMPACTIVE EFFORTS UNTIL A SOIL DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) IS ACHIEVED TO A DEPTH OF 12" BELOW THE STRIPPED SURFACE, INCLUDING THE FIVE FEET MARGIN. DEPENDING ON WEATHER CONDITIONS OR OTHER FACTORS, THE ADDITION OR DRAINAGE OF WATER MAY BE NECESSARY TO AID COMPACTIVE EFFORTS. ADDITIONAL PASSES AND/OR OVEREXCAVATION AND RECOMPACTION MAY BE NECESSARY IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED BY THE REQUIRED PROOF —ROLLING. 4. FILL TO SUBGRADE LEVEL USING CLEAN SANDS WITH LESS THAN 5% SOIL FINES PASSING THE NO. 200 SIEVE. STRUCTURAL FILL SHOULD BE FREE OF ANY ORGANICS OR OTHER DELETERIOUS MATERIAL. THE FILL SHOULD BE PLACED IN UNIFORM 12' LOOSE LIFTS AND COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557). 'Ltle to all documents which bear the copyright of Masleller & Moler, Inc- Is vested solely In MasteHer & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these docvroents or any reproduction, display, sale, or other disposition of these documents by onyone is expressly prohibited without consent of Mosteller & Moler, Inc. pursuant to the Federal copyright Low." F-I orida I ©1998, MASTELLER & MOLER, INC R 2 9 1998 ;TEPHEN E. MOLER, P.E., FL33193 9743STRM1.DWG DRAWN B.A. DESIGNED B.A. CHECKED S.E•M• DATE 12/97 SCALE 1 ^ 1 QQ, SHEET 5 OF ZL- DWG NO 9743 y , 0 -7 Tract "D" ' �' > �,�� (D 'A j rract�" " �V 4 i- yyYYY`� 1\ \ k Stormwater Tract "C" Q�� Recreation \ g Area k,\ it I (D / I Stormwater Tract ttgtl \ L_� I o X 2xi E } I E 8 y YYYYYYYYYy� i` 112 ------ jj 87 (d W 110 ` 88) CD 11 WI A ! I, I 108 ® 90 \ 13 Stormwater \ N 81 Tract ".A.. 91 \ L , I ,07 o 1, I 106 92 � 1 } I xg 79 I^ I D 0 S 1 10 78 \ \ \ —1 \ 104 \ \ \ \ (-I—� O I , B \ 102 101 100 99 98 97 96 95 Pt � � �� l o o r 75 I CD 1 \ o ark 4 7x Park e I I I 20 33 34 47 48 r I I � � (,D.I I 32 35 I (D 46 4g '' (D (DI�� fi0 61 72 l I Q I I j, (1 L� _ C ` I I 22 31 36 45 50 ' /' s rn 59 \ $ 71 \ � I 23 I 30 37 44 51 58 I II s s s 43 / /52 69 r � I I •/ � 0 � � / 57 h 4- 1 1 � J I I •1 25 a 67 \ + 26 I 27 40 41 ' ' 54 55 \ I 1 Tract "IF" 9743STRM1.DWG Master Stormwater Plan DRAWN B.A. M AS T E LLE R 8e M C LE R, INC. Preliminary I(/�)ff//'��'''�� Most ell documents which beer the copyright P l an n e cl Deveiq�+e n t P l "nS of Mrided to h Alder, Inc. is vconn safely in DESIGNED Maste!ler &Alder, Inc. These docurt,ents oreB.A. provided to the owner solely m connection with this project. Any other use or reuse of these CHECKED docummis or any reproduction, display. sole, or S.E.M. ^� ' � is disposition ib these documents anyone CONSULTING ENGINEERS for � 1 1 /9 7 is expressly prohibited without consent of DATE Hosteller & Maier, Inc. pursuant to the Federal 1 3/11 /98 REV. PER CITY OF SEBASTIAN BA/SEM Collier Club Subdivision Copyright yaw. p E, 996 APR � J 1�+`+'� SCALE 1 "=100' N0. DATE DESCRIPTION DR APP 1623 N. U.S. Highway 1, Suite B2 6767 N. Wickham Rd, Suite 400 Sebastian, Florida 32958 Melbourne, Florida 32940 SHEET 6 of Ph. (561) 589-4800 Fax (407) 253-1 175 y Sebastian ©1998, MASTELLER & MOLER, INc. S T E P H � N E . M 0 LE R P . E . F L 3 31 9 3 DWG NO �743 REVISIONS Fax (561) 589-2742 Indian River Count Florida � 1 2 3 4 5 6 12" 12" 9.5 �,. 2-1/4" 2-1/4" --- 2-1/4" 5.5 1J 2'-0" PARKING BY TO GREEK _ EYE BOLT _ EYE BOLT 18" GAP 195" GAP 24" GAP 24" GAP u, ^ 24 DISABLED FROM LAKE TO CREEK FROM LAKE - SEE INDEX 201 7 SEE INDEX 201 PERMIT NOTE: UNLESS OTHERWISE NOTED ALL CONCRETE USED SHALL HAVE ONLY A REQUIRED MINIMUM COMPRESSIVE STRENGTH OF 3.000 in in P.S.I. IN 28 DAYS. O O LI R1 -1 (30" X 30") FTP-25 M I A M I TYPE GUTTER STOP SIGN HANDICAP SIGN GRATE PLAN GRATE PLAN ;; PLAN a PLAN EL.=15.50 \ EL.=11.50 ao ORATE - LANDSCAPED AREA 4' WEIR ® EL. 14.50 4' WEIR @ EL. 16.50 no ry Ooo 2-I/4" 2-1/4" O 2-I/4" 2-I/4" Z O O O O I/2" RADIUS p K E E I 3" ORIFICE 3" ORIFICE '�z I j 1 2 w? I I 2" Ib" HIGH GONG. CURB YIELD INV.=13.0 INV.=15.0 o GRATE o out o ORATEo PAVEMENT fy�Wm 2" CLEAR _ EYE BOLT �FWa 2" CLEAR �_ -F-EYE BOLT yin�jLL SEE INDEX 201 j_0IL SEE INDEX 201 18" GAP 24" GAP oI Io oI o j��\/ ��\\ •;� 6° BASE FROM LAKE FROM SAKE //\/ I ^ T�„r of Io s<4 BARS ®12" Ctrs. OI (p4 BARS 9 12" Ctrs. jv_ I 6J mot- a" 5UINV.=10.2 18" GAP �- 6 _ O O EK86RADE INV.=12.0 24" GAP 2VI IV 6" I V.=&.20 TO GRE1 V.=&.20 TO CREEK " CLEAR 2' CLEAR R 4- 7 a R R 1- 2 -�► �"'� SECTION SECTION NOTE: I SAW OUT CONSTRUCTION JOINT THROUGH CURBING TO FORM INCREMENT NOT EXGEEDIN6 25 LINEAL FEET. KEEP RIGHT SIGN YIELD SIGN RECOMMENDED MAXIMUM PIPE SIZE: RECOMMENDED MAXIMUM PIPE SIZE, 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 2'-0" WALL- 18" PIPE 3'-I" WALL- 24" PIPE STRENGTH OF 3,000 P.S.I. IN 28 DAYS. SECTION SECTION 3'-I" WALL- 24" PIPE 4'-I" WALL- 36" PIPE I-IEA?ER CURB SECTI®N SPEED MODIFIED TYPE "C" INLET MODIFIED TYPE "D" INLET TYPE "C" INLET TYPE "D INLET I (N.T. S. (N.T.S_) (N.T.S.) (N.T.S.) LIMIT Grate Elevation NOTE: UNLESS OTHERWISE NOTED ALL CONCRETE USED Refers To ThIS SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE 4'-3" Polnt STRENGTH OF 3.000 P.S.I. IN 28 DAYS. STANDARD DIMENSION (UNLE55 STATED OTHERWISE)25 ASPHALT SURFACE COURSE b« i b" TYPE 5-1 OR 5-3 PER F.D.O.T. b" A� O 6"" 2" Clear JW N 5TANDARD SPECIFICATIONS 5 T TACK GOAT R 2 - 1 �• I-I/� 'MIN. I SPEED LIMIT SIGN44J_2„ b" IN. See Index 2 I^ -_ye Bolt 6, b„ /\\�j 1 4 TRAFFIC SIGN DETAILS B / b" MIN. Ill-.-- a" 4'-0• e" 6x6- 2.1 W x 2.1 W WWF (N.T.S.) L o aa„ y � b" 2" 2„ 6„ ROAD BASE K LBR 10 OR CEMENTED ti SIDEWALK DETAIL COQUINA ROCK LBR-100, COMPACTED T:<AFFIC WEARING SURFACE AT cla% OF AASHTO T-150 (MIN.). iS SHOWN ON PLANS I 2" Clear 2" Clear 1 E U QI FEDGE OF PAVEMENT SETBACK '� � � �n � � � (N . T. S . ) REGULATED BY PARKING STALL I HOM06ENEOU5 SUBGRADE MIX STABILIZED TO ' a i9 FLORIDA BEARING VALUE (F.B �/.) OF 50 P.5.. % DEPTH, SEE PLANS J 2" Clear 2" Clear o MIN. AND COMPACTED TO A MIN. OF 98MAX. DENSITY. I @ v 1 3,000 P.S.I. PRECAST GONGRETE (V TIRE STOP, 6'-0" IN LENGTH A - p'� I Type A Or B Rlscr_� Top Slab Reinforoi Supplemental Bar A Or B SPECIFICATIONS, (Without Grate) I Type A Or B Riser I r' PLAN I, ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL MEET THE SPECIFICATIONS SLOPE 2 Additional Bars A I I Bari A Short Yda ^ �_ AT TOP SLAB UNDER THE ' 5TANDARD 5PECIFIC-ATIO145 FOR THE ROAD AND BRIDGE CONSTRUCTION °,FC•TION BB SECTION AA y v 2 5" O. G. (See Section B-B) 2- e5 Hoop Bars O BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. - - - - (2 Lap Splices Permuted) 2. TE5TIN6 AN INDEPENDENT TE5TINC9 FIRM SHALL BE RETAINED BY THE CONTRACTOR TO 111-III-III-1 1-I 1-1 11- PERFORM TE5TIN9 ON THE SUBGRADE AND BASE COURSE AS FOLLOWS, r 7 -III-III-III-I � I -I � 1-1 I I 5UQQRADE , FBV AND DENSITY TESTING BASED ON I TEST PER I0p00 5F OF _ _ III -III -I 11- Illrill-ill- SUBeRADE -1 11-i I I I I I_ I I I I I-I-1 I Ed I I-1 I I -I 11=1 I I-1 11-1 BASE COURSE , DENSITY TEST BASED ON I TEST PER 10,000 5F OF BASE. - - 1I I III I I IIII I I IIII I I IIII 11 11- II� 1111 1 111I11 1 1 l-1 1 1 11I11 1 1i111 1 11I11 1 1 ASPHALT . THE OWNER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO (2) 18" LONG #5 REBARS E5 Perpendicular Bars A • 5 Hoop Bar B tj Optional Shear I„ 3" (see Section A -A) s 4 Hoop Bar AL 3'-6" A A --- Wall Reinforcln Shear Key A 2 Additional Bars &- -+-I ' L 10 `p 0 5" Max, O. G. Eac to* Dra Q-- Side Of Opening N IT 2-*1's Each via h ,0 r •cference Axis NOTE: Variations in shear key dimenslons Placed On TO OF P 1 / III be ttt d b ect t It, - Pe PROVIDE CERTIFICATION INDICATING THAT ALL ASPHALT SURFACE COURSE MATERIAL HAVE SET IN PAVEMENT Theoretica6 Gutter Lined Ir I Inlet PROPER COMPOSITION IN ACCORDANCE WITH FLOP -IPA DEPARTMENT OF TRANSPORTATION 5.5.. 19a1I. ALL COMPACTION SHALL BE IN CONFORMANCE WITH AASHTO L5x3 2' I�• 1 ' 2' I}" T-180 I'_O" I'-O" Lip OF (Svtt b" b Weld Main Bars Td TIRE STOP DE TAIL„ (See Detail Below) Bars A And B At 45 2 Addltlonal Bars A w perm e su J o a 5" O. G. Engineer's approval. Parallel Bars B 10' Dra See Section A- Bars B Long Wayy Shear Key (See Section B-B) N°�Otlonal Shear I)1" 3#" o TOP 5LAB REINFORGING 5TEE'_. DIAGRAM TOP 5LAB REINFORGING STEEL DIAGRAM p Bottom Slab RoinForci19 AT BOTTOM SLAB PAVING SECTION W� ___ 0 TYPICAL Main, Boo 5" ¢" (Notched For Gross ors) o (N.T.S.) r r 2 Gross Bare" �}"„ Continuous Weld At Main Bev Notches) I o I I 1 I v r _ _ _ _ _ Main Bars And Gross Bars Flush On Top. (N.T.S.) r -� � v o y +, W-3" w i~ fi v c w SECTION DD SECTION GG F �� -� I Inlet o 3 3'-6" (Type e 4 ®12" Bw U +► 4 a 12" BW 0 co p k o v$ (Horizontal Bars LI LI e Q (Horizontal Bars/AT x 5' butter Transition 5'-4" 5' Gutter Transition v ¢t �S Y s 3'-b" Gontinuovs Around Carrie AroundI-V `v To Be Fold For As Shoulder Gut er To Be Paid For As Inlet To Be Paid For As Shoulder but er 0 �� m 6' Rectors For Bars Garners For N ° DETAIL For Grate Details € 4'-O" I Rectangvicr Riser1 9 Bars 6 Rectangular Risers) �� v � To Maintain Gov r See Index No. 231 a y 2-Extra • 4s '`T `n 9- *4 Iles ®12" O.G. (See Section) G Back OF Inlet, E E 2 Each Side And L +4 Ties ®12" O.G WW R W 0 8" Bars B Above Opening v Vertical Wall Reinforcing � / , $ $ $ II III (see Table) v Re Peripheral \ 50' R/W '" Relnforcemen TOP VIEWS F 'J - �k *'k SEE NOTE 3 BELOW - Bar St r e4' • 12' O.G. v �� s 15' 20' PAVED STREET 15' j� " n Each Wa) v xtrt qRe�lnIn Horizontal Wall Reinforcing o G G T 5" Gtrs. All 5 d II - III (5ee Note II (see Table) a f «5 Perlphcral ) I Inlet ty Back Of (Sutter �{ y I a,. o � 8" v y Reinforcement [_ 15* FA 10 i' �� _ Wall Reinforcing 10' 4 Theoretical .i� ; SEED & MULCH - li„I Offset --I SECTION EE c y v 24" SEED & MULCH -'- 0 ' t -1 Gutter Line ^ Bars Bars B '^ Bars Bars B (max) MIAMI CURB (TYP. 6" v SECTION G-G ' * 24' * 4' SIDEWALK Q Q $ ALTERNATE A ALTERNATE B 4' SIDEWALK 2% 2% - (-LIP OF 6vtter stub SECTION B-B p is SECTION A -A 4"Thick too rJ v v SPECIAL TOP 5LAE3 ovlder (see Detail) e • NOTE: when the inside dlameter of a round structure is NOTE: Provide extra reinforcing each side or each opening j /J / / Pavemen x / SECTION FF u not more than 1'-6" larger than the opening in n at 3" maximum spacing equal to hair the area of vertical \/ DETAIL OF BAR STUB \/\\/\777'\ \\ \\ \\ \ /\\//\\\//\\/\\\/\\\//\�/ the riser or tap slab, the top of the structure retnForcment removed by the opening and provide the or riser shall be constructed according to the some area of retnForcment above each opening at 3" SHOULDER GUTTER TRANSITION STEEL ORATE "Special Tap Slab" details on this sheet, maximum spacing as removed by the opening. (SEE TYPICAL PAVING SECTION THIS SHEET) GENERAL NOTE5 1 � GENERAL NOTES Q 8 4'-0„ Or 2'-11" 0 8 '-O" Or 2'-11, 8, 1. This inlet with parallel bar grate shall be used For limited access I, 5tandord structure bottoms 4'-0" diameter end smaller 6. Structure bottoms m be used In wnlunction with curb 10. The corner Fillets shown are necessaru for rectanquior C E T I O N v Facllltles and other restricted Facllltles subject to heavy d rtt b TYPICAL ROADWAY S c � (Alt. A) and 3'-6" square (Alt. B) arc designated Type P. Inlet tops Tres I, 2 3, 4, 5, 6, 4, e ise and cry structures used with circular risers and 1 et throats nd IOadS; and, may be used h locations where Inlets Type A end B, Lar er standard structure bottoms are designated Type J. manhole or nation box unless otherwise shown in the used on skew with rest eTI'r r risers, inlet and Inter 9 9 a throats. Fillets will be required In lieu of the bottom with wide grate opening, are unacceptable, On limited access Risers are permitted for ell structures. pions or other Standard drawings. Alt. B structure slab of the Alt. B riser w en used focilltes with designated bicycle access and on all other facilities, bottoms may be used In conjunction with curb Inlet (N . T. S .) $ Including roads overpasshg limited access highways, the reticulhe 2. Nolls of circular structures (Alternate A) constructed in Tpes 1 6 a, or any ditch bottom Inlet unless otherwise with the Alt. A box. Each Fillet shall be reinforced with 2 grate shall be used, place may be of non-rehforced concrete o, txlck or shhoown In the plans or other standard drawings. K5 bars. rclnForccd concrete. Precast and rcctonLvlar structures 2. RelnForctng steel all No. 4 bare at 12" centers both ways with (Alternate B) shall be constructed of reinrorced II. Inlet e on9 throats rl5er or manhole tops shall be secured to concrete T. Rertcnqular structures may be rotated as directed by the structures as Shown on Index No. 201. 2" clearance to Inside of walls and bottom. Bars to be cut or tint Engineer h order to Facilitate connections between the NOTES: for I}"minim m clearance around pipe. 3. Wall thickness and rem rcenent are for either structure Hans and storm sewer pipes. 6'-O" (StdJ 3'-b" (StdJ F P e" 8' reinforced cast-h loco 1 .) 4' SIDEWALK TO BE CONSTRUCTED Unless Otherwise y or 4'-0" 3. All exposed edges and corners shall be too4F7d to radius. flo Structures with depths raj 14' are to be checked For Shown In Plans Q lklle5s Otherwl or precast concrete units except that precast clrculs^ units b. Except when AGI hooks are 5peuF7cally redvired, floatation by designer of protect drainage. IN THE ADJACENT R/W PRIOR TO Shown On Plane 4. Wien Alternate 6 grate Is specified In plans, the grate Is to be may be Furnished with wolfs h accordance with either embedment hooks in the top and bottom slabs may be replaced THE ISSUANCE OF A CERTIFICATE hot dipped galvanized after Fabrication. AS T.M. G-418 (up to qb' diameter) or A.S.T.M. G-16, Glass with straight embedments or peripheral reinforcement in 13. Units larger than specified standard may be substituted pp g B Wall, modified where the ell teal steel area aecordcnoc with the rehForccment detail shown under 'Rebor at the contFactor's option when these units will not cause OF OCCUPANCY OF EACH HOME. r'g° 5trolght End Embedment or Peripheral Reinforcement In Lieu or Increase the 5everuuu of utnuyu conflicts. Such larger 5. For supplementary details see Index Nos. 200 and 201. Is placed In the center one-third o the wall, aF AGI Standard Hooks For To pAnd Bottom Slabs', index No, units shall be furnished dt no addltlonal cost to the 4, Top and floor slab thickness and reinforcement are For or Sheet 3 of 6. p Department. Larger 2.) 4' SIDEWALK ALONG COMMON AREAS precast and cast h place canstrucdan. Top and Floor slabs Alternate A onus cannot rep lace Alternate B units without AND TRACTS AT TIME OF ROADWAY Shan be of Glass -- concrete.Ooncrete as spectried In �pproval of the Engineer, This note applies to this Index CONSTRUCTION NOTE, Alt. B Structure Bottom Only. See Index No. 200 A.S.T.M. G-41a (4000 U be used In lieu of Glass end y Ps may Q. All steel bars shall have i„min mum cover unless otherwise Glass �.� concrete fin precast items manufactured in plants shown, Horizontal Steel in rectangular structures shall be INLET WITH STRUCTURE BOTTOM which are under the Standard Operating Procedures' for the lopped a minimum or 24 bar diameters at corners. 14. For manhole and Junction box tops, For Frames and 3.) 24' PAVEMENT ALONG ENTRANCE Inspection of precast drainage products, covers, and, Forsupplementary ROAD STA. 5+00 TO 1 2+OOf GUTTER INLET DETAIL 5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 details see Index No. 201. K51 welded wire Fabric, either smooth or dt;formed. (N.T.S.) TYPE "P" STRUCTURE (N . T. S .) 9 743CONS 9 Construction Details DRAWN B.A. 'Title t le documents which beer Ihe. copyright M AS T E LLE R 8e M O LE R, INC. of Masteller & MN n s Yeeted solely in DESIGNED B.B. Mos teser & Mal , Inc. These documents ore o.ided to the owner sole) :n connection with Preliminary Planned Development P ans oc project. n y ether use a reuse tneee CHECKED S.E.M. docvmers or any reproduction, display, sale. or M ^� CONSULTING ENGINEERS other c: spasitpr of these documents by anyone for „ expressly prohibited without consent or DATE �/98 Mosteller & Moler, Inc. pursuant to the Federal I 3/11/Gib RIEV. PER CITY OF 5EBASTIAN BA/SEM Collier Club Subdivision capyrl9nr I aw.�g1623 N. U.S. Hi wa 1, Suite B2 6767 N. Wickham Rd, Suite 400 98 SCALE AS NOTED NO. DATE DESCRIPTION DR/APP Highway - -" SHEET i( of ZZ- Sebastian, Florid 32958 Melbourne, Florida 32940 Ph. (561) 589-4 00 Ph. (407) 255-1175 Florida G t998, MASTELLER & MOLER, INC. E FL 33193 DWG NO 9743 Fax 407 253-4439 Indian River County Sebastian ° STEPHEN E. MOLER, P. REVISIONS Fax (561) 589- 2742 ( ) RECOMMENDED MAXIMUM PIPE 51 INLET IN51DE WIDTH PIPE 51ZE 24' 4,-0„ « Notes Recommended sizes are For concrete Sizes For other types of pipe must be verified For Fit in accordance with index No. 201. For larger pi ppe see bottom detail right and Index No. 200. V 7 r \ \ Nq / A, ti ,7 O t \ /\\ yr/ 0 r 1 a I I� o I I , f. I i 'I 11 F I I I I y+ 12 I 90 r�+ .� •'4 0 I � I I I I . 01 I � I I- I I I I 11 17 •�° ----r� --- �i 8 119 I i,oi'� � s y. 't 20 I - -I I_ I -j I I I I r I I I I }�' �'+•'' I I F I I -- I I I I I I I I l-_J I 25 / I . 26 \ L�__ I t 'y yr'y -�y - y y ! Y^Y^y--Y •Y-y-y-y-Y^, \oa•.o 'e+o '\ •ey\ •1+�n `.`'� •°%xe 'r♦ '�., 'J., 3a•'a o \'\� tormwater Tract „C„ s N, b Call 48 hours before you dig in Florida 4-11 I 'y+ 'R e c r e Q t i o n •� . •A° 'a s Area a \ �\ \ •,° It's the Laws \ •+.. ,/ ��.+ .� 1- 800- 432- 4770 1 \ /' I ®) •'� '++ i Sunshine State One Call of Florida, Inc. ` Stormwat�'� \ 1 1 Tract „B„ `1eCP \ \ ? 'b. \'/lo •.,o o'ho + •'� '}o .,�Y,s •7n •soa •4 •'4 '' '0 I i l V \ \ •4V r+ 1 \ 85 \ \ \ •'+ b b s 108 ® 90 cL Stormwater 81 \ \ j Tract „A„ \ ` ry I I , 92 \ � ,0 •�� 1•r' � •i*, 1 .s1 / 8 i+ 105 a 78 I ( 1 b I- 76 \ \ O102 101 100 +� I O 7 e J lap o 11+00 t 1 + 14+ / Parke• 1 � - b •+ Strbeet Park + 33 34 I� 41 47 .b•b, 48 I � �\ 73 \ \ (n \ \ 1 I I 32 35 �° � � I � 60 \ \ I � f) O O I I �, 46 'd+ I I 61 \ 72 I 1 I +'+ •' o 1 } I F 1 31 36 I I (4-5)50 1 I 59 \ 58 \ l •L I I I I \ t 63 I I + 8 I C 27 O 40 41 54 IT0 Master Utilities Plan M MASTELLER & MOLER, INC. Preliminary O Indian d i an River County y Planned Development forbd*iv*i ier Club sion ° Sebastian Plans M CONSULTING ENGINEERS - h 1 ite B2 1623 N. U S. Ig way Su 6767 N. Wickham Rd, Suite 400 Sebastian, Florida 32958 Melbourne, Florida 32940 Ph. (561) 589-480 Ph. (407) 255-1 175 Fax (561) 589-274Fax (407) 253-4439 1 3/11/98 REV. PER CITY OF SEBASTIAN BA/SEM�IIH' N0. DATE DESCRIPTION DR�APP R E v I S I O Ill S I UTILITIES NOTE• 1. ALL PVC PIPE 4" OR GREATER FOR WATER MAINS SHALL BE THICKNESS CLASS DR-18 MEETING AWWA C900 AND SHALL BE BLUE OR APPROVED EQUAL. 2. ALL PVC PIPE 3" OR SMALLER FOR WATER MAINS SHALL BE THICKNESS CLASS SDR-21 MEETING ASTM D2241 AND SHALL BE BLUE OR APPROVED EQUAL. 3. ALL FIRE MAIN PIPING SHALL BE THICKNESS CLASS SDR- 14 MEETING AWWA C900 AND SHALL BE BLUE OR APPROVED EQUAL. 4. ALL DIP FOR WATER MAINS SHALL BE PRESSURE CLASS 350 MEETING AWWA STANDARDS. C 1 50/A 21 ,51 -91 OR LATEST REVISION. 5. ALL PVC PIPE FOR GRAVITY SEWER MAINS SHALL BE SDR-35 MEETING ASTM C-76 AND SHALL BE GREEN OR APPROVED EQUAL. 6. ALL PVC PIPE FOR SEWAGE FORCE MAIN SHALL BE DR-18 AND SHALL BE BROWN OR GREEN OR APPROVED EQUAL. 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 8. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE UTILITIES DEPARTMENT OF INDIAN RIVER COUNTY. 9. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY THE COUNTY OR OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND LAWS. 10. ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 11. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES AND THE ADJUSTMENT AND/OR RELOCATION OF SAME IF REQUIRED. 12. CONTRACTOR SHALL OBTAIN A COPY OF THE F.D.E.P. WATER PERMITS AND PERFORM SAMPLING & TESTING IN CONFORMANCE WITH THE PERMIT CONDITIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING PERMITS. 14. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. 15. WATER MAIN AND FORCE MAINS SHALL BE INSTALLED WITH 36" MINIMUM COVER AND SHALL BE CONSTRUCTED SO AS TO AVOID EXISTING AND KNOWN FUTURE UTILITY LOCATIONS. 16. ADJUSTMENT OF MANHOLE TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE AND NO CLAIM SHALL BE MADE AGAINST THE ENGINEER AND/OR OWNER FOR THESE ADJUSTMENTS, IF REQUIRED. 17. WATERMAIN & FORCEMAIN PIPES INSTALLED UNDER PAVEMENT SHALL BE D.I.P. WITH 36" MIN. COVER OR ( 42" MIN. COVER FOR P.V.C. PIPE ) 18. BENDS SHALL BE INSTALLED ON WATER MAINS AS NECESSARY TO AVOID CONFLICT WITH PROPOSED OR EXISTING STRUCTURES AT NO ADDITIONAL COST TO OWNER. 19. ALL . CONSTRUCTION SHALL COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF INDIAN RIVER COUNTY UTILITIES DEPARTMENT. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE OWNER, ENGINEER AND ICRUD FOR ALL SEWER AND WATER APPURTENANCES PRIOR TO FABRICATION. 20. THE CONTRACTOR SHALL NOTIFY THE OWNER, ENGINEER (589-4800) AND UTILITIES DEPARTMENT (770-5300) A MINIMUM OF (48) HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 21. ALL PRESSURE AND BACTERIOLOGICAL TESTING FOR WATER MAINS, TV/INFILTRATION/EXFILTRATION TESTS FOR GRAVITY SEWER AND PRESSURE TEST FOR FORCE MAINS, SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND COORDINATED WITH THE OWNER, ENGINEER AND INDIAN RIVER COUNTY. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL TEST RESULTS. 22. THE CONTRACTOR SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES OF AS -CONSTRUCTED INFORMATION SHOWING THE CONSTRUCTED LOCATION OF ALL MAINS, FITTINGS, VALVES, LATERALS (AT THE MAIN AND TERMINAL POINT), MANHOLES AND OTHER WATER AND SEWER APPURTENANCES. THE FORMAT SHALL BE APPROVED BY THE OWNER PRIOR TO SUBMISSION. 23. WATER MAINS AND FORCE MAIN SHALL BE FLUSHED AT A MINIMUM VELOCITY OF 2.5 FPS PRIOR TO PRESSURE TESTING AND DISINFECTION. 24. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION OF SAID CHANGE OR DEVIATION. 25. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 26. LATERALS AND CLEANOUTS SHALL BE INSTALLED AS REQUIRED BY APPLICABLE PLUMBING CODES. 27. THE CONTRACTOR SHALL OBTAIN A CURRENT COPY OF INDIAN RIVER COUNTY UTILITIES DEPARTMENT'S CONSTRUCTION SPECIFICATIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION FACILITIES PRIOR TO BIDDING THE UTILITY WORK. IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THE COUNTY'S SPECIFICATIONS AND THE ENGINEER'S SPECIFICATIONS, THE COUNTY'S SPECIFICATIONS SHALL SUPERSEDE. 28. TRACE WIRE SHALL BE INSTALLED OVER ALL WATER MAINS AND SEWAGE FORCE MAINS. #14 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE AFFIXED TO THE TOP OF PIPE. SEE TRACE WIRE DETAIL FOR SPECIFICATIONS. 29. THE OWNER WILL PROVIDE THE CONTRACTOR WITH A BASELINE AND A BENCHMARK FOR THE CONTRACTOR'S USE IN CONSTRUCTING THE SANITARY SEWER AND POTABLE WATER SYSTEM. THE CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY ADDITIONAL SURVEY WORK SUCH AS GRADE STAKES, OFF -SET STAKES AND CUT SHEETS. 30. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE AND BONDS REQUESTED BY THE OWNER FOR THIS PROJECT. 31. USE POTABLE WATER FOR PRESSURE TESTS. 32. ALL POTABLE WATER MAINS SHALL BE CONSTRUCTED OF P.V.C. PIPE UNLESS NOTED OTHERWISE. 33. THE OWNER WILL PROVIDE THE SELECTED CONTRACTOR WITH COPIES OF ALL PERMITS RECEIVED FOR THE PROJECT, WHICH SHALL BE LIMITED TO INDIAN RIVER COUNTY UTILITIES PERMIT AND FDEP PERMIT. 34. FORCE MAIN SHALL BE PRESSURE TESTED THE SAME AS WATER MAINS, EXCEPT THAT TEST PRESSURE SHALL AVERAGE NO LESS THAN 100 PSI, 35. THE CONTRACTOR SHALL DISINFECT THE NEW WATER SYSTEM IN CONFORMANCE WITH AWWA-C651 SPECIFICATIONS. ADEQUATE SAMPLING TAPS SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT THE SYSTEM, AT LOCATIONS REMOTE FROM POINT OF DISINFECTION. CHLORINE SOLUTION SHALL BE PUMPED INTO THE WATER SYSTEM TO PROVIDE A MINIMUM RESIDUAL OF 50 MGL AFTER A (24) HOUR RETENTION PERIOD. THE CONTRACTOR SHALL HAVE WATER SAMPLES TESTED AT HIS EXPENSE, WHICH SAMPLES SHALL BE PROVIDED TO THE ENGINEER TO ASSURE OBTAINMENT OF REQUIRED CHLORINE RESIDUALS. FOLLOWING SATISFACTORY CHLORINATION, THE SYSTEM SHALL BE FLUSHED TO ACHIEVE NORMAL CHLORINE RESIDUALS. BACTERIOLOGICAL SAMPLES SHALL BE TAKEN ON TWO CONSECUTIVE DAYS, AT THE CONTRACTOR'S EXPENSE, AND RESULTS SHALL (BE PROVIDED TO THE ENGINEER. FOLLOWING (2) SUCCESSFUL DISINFECTIONS, IF THE SYSTEM PRESSURE DROPS, THE WATER SYSTEM SHALL BE SUBJECT TO RE -TESTING. TESTING LOCATIONS SHALL BE PER FDER PERMIT REQUIREMENTS. 36. WATER SYSTEM PRESSURE TESTS SHALL BE COMPLETED IN THE PRESENCE OF THE ENGINEER OR HIS REPRESENTATIVE, FOR TWO (2) HOURS IN DURATION OR AS ACCEPTABLE TO INDIAN RIVER COUNTY UTILITIES, AT AN AVERAGE PRESSURE OF 150 PSI. ALLOWABLE LEAKAGE WILL BE COMPUTED BASED ON AWWA C600 FOR DIP AND AWWA C005 FOR PVC. L = NDP 1/2 WHERE! L - LEAKAGE ALLOWABLE (GPH) 7400 N - NUMBER OF JOINTS D = NOMINAL DIAMETER (INCHES) P - AVERAGE PRESSURE (PSI) PRESSURE TESTING FOR PVC PIPE SHALL BE BASED ON AWWA STANDARD C605. 37. GRAVITY SEWER AND MANHOLES SHALL BE CLEANED OF ALL DEBRIS, GRIT AND OTHER MATERIALS FOLLOWING COMPLETION OF THE SYSTEM. THE SYSTEM SHALL BE TESTED BY THE CONTRACTOR, AT HIS EXPENSE, IN THE PRESENCE OF THE ENGINEER, FOR INFILTRATION/EXFILTRATION. INFILTRATION/EXFILTRATION SHALL NOT EXCEED 50 GALLONS/DAY/INCH DIAMETER/MILE. TELEVISION TESTING FOR ALL GRAVITY SEWERS SHALL ALSO BE REQUIRED. 38. THE BACKFILL OVER ANY WATER MAIN, FORCE MAIN AND SANITARY SEWER THAT IS TO BE INSTALLED UNDER PAVING, IS TO BE COMPACTED IN 12" LIFTS MAXIMUM TO A MINIMUM OF 95% MAXIMUM DENSITY WITH A MECHANICAL TAMPER OR OTHER MEANS ACCEPTABLE TO THE OWNER AND/OR ENGINEER. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH COMPACTION TEST RESULTS AT 400' INTERVALS AT HIS EXPENSE BASED ON AASHTO T- 180 SPECIFICATIONS. Florida 'Title to all documents which bear the copyright of MosleRer & Mder, Inc is vested solely in & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display sole. or other disposition of thews -documents by anyone Is expressly prohibited without consent of Lteller & Moler, Inc. pursuant to the federal Copyr*t low.' ©1998, MASTELLER & MOLER, INC. �ir 4+ c7 ►J 9743VTILI.DWG DRAWN B.A. DESIGNED B.A. CHECKED S.E.M. DATE 1 /g8 SCALE 1 "=100, SHEET 12 OF 2Z STEPHEN E. MOLER, P.E., FL#33193 DWG NO 9743 0 CONST. TEMPOf ARYJUMP R// ' COPGST. S �L�IN � ORE EXISTING / / v / / �/ CONNECTION SEE DETA REST CPAVED ROAD IN —KIND �yi x� ` E� \ 7\ \ CONST. 12"x10" T/TAP x00 � � \\ \ \ W/ TAPPING VA � 00 CONIv �T. -O"0 WATER M \ Ile UNDERR STORM SEWER \i \ /�" ,� y�/ 1 8?t'v11 N . V R T. pp /'CLEAJANCE \ CONSif. 1 O"0 i'WATEF;z MAIN \ \ (St-F/ NOTE ,PHIS SHEET FOI MATERIAL AND C`VER.) \ i CONST. 1"0 SHORT SERVICE O W/ (1) METER BOX (TYR.) I \� \�\ \ \ t Stormwater �\ � \ \ Tract „ C �, \ M 1 6 o I NOUT I 8.0014.00 (S.E.) C) 0 CONST. 237LF 8"0 PVC;______I I GRAVITY SEWER 0 0.40- 1 I \� CONST. 1-1/2"0 SHORT SERVICE/\ \ \ /'SW/ (2) METER BOXES (TYR.) o I I \ CD1 \ \ \ \ I f nl \\ \ I \ \ VJ \ I I Recreation \ � + f Area \ � T �\ \ I 4 I I C ,,CONST. 1 O —1 /2"¢s LONG SERVICE \ j W/ (2) METER BOXES (TYR.) \ \ CONST. FIRE HYDRANT _ MH#17 i\ ASSEMBLY (TYR.) RIM = 19.23t \ / \ o t t INV. IN = 13.05 (N.W.) o � + \. CONST. 50 LF 8"0 D.! P. t t INV. OUT = 13.00 (S.E.) \ � ay � 0 0.40% CONST. 90LF 8"0 PVC \ , GRAVITY SEWER ® 0.35% INV. = 8.93 \ \ CONST. 3"0 IRS GATE VALVE W/ \ \ / MH#6 VALVE BOX AND CONC. VALVE PAD /C RIM = 1 9.57t \ � \ FOR PUMPING STATION i' INV. IN = 9.23 (S.) SITE PLAN SEE SHEET 20 OF 21 INV. IN = 9.47 (E.) INV. OUT = 9.13 (N.) p CONST. 10 x 6 RESTRAINED TEE / � � I O CONST. 10"0 R.S. GATE VALVE WITH VALVE BOX AND CONC. PAD YP CONST. 3"0 RESTRAINED 45' BEND j \ CONST. 222 LF 8"0 PVC Storm w a ter CON\ST. 1 0"0S WATEFZ MAIN GRAVITY SEWER Q 0.35% Tract B \ OVER GRAVITY S�ER I CONST. 1 O"0 WATER MAIN MH 5 \W/ 1 ��NMIN. VER CLEARANCE�SEE ` \ OVER GRAVITY SEWER RIM = 18.70t MH 4 x o15 AID DERTT� MATERIAL \\ W/ 18"MIN. VERT. CLEARANCE INV. IN = 10.30 (N. ) RIM = 19.17+ (SEE NOTE FOR ' INV. OUT = 10.25 ( W.) INV. IN = 11.00 (E.) 7 MATERIAL AND INV. OUT = 10.90 (S.W.) QDEPTH) _ C � � C I<1S� 1 O"GERMINAL END \ 2" BLOW FF \ CONST. S. T CO T. 170 PVC k00 \ VALVE WI VE BQX \ \ GRAVITY SEWER 0 0.3 \ \ \ 7' \ • CONST. 174 LF 8"0 PVC � AND CONC. YP) GRAVITY SEWER 0.35�0 0 / P a r K 0 o ' 10+00 11+p0 \ CONST. 10"0 R. GATE\ VALVE � \ TEMPORARY SAMPLE P INT \ \ \ — WITH VALVE BO AND COLIC. PAD (TYR.) \ ONST. 3'0 RICE MAIN f j ( ( \ I'(SEE NOTE THIS SHEET F-09 (jlMATERIAL AND COVER.)86 W I', CONST. 10'0 W ER MAIN -- - ( \ > 11 UNDER STORM SEWER CONST. "x 6"REST IND TES _ I W/ 18"MIN. V RT. CLEARANCE � � I I CO T. 6"0 R.S. GATE VANE t I CONST. 6"� WATER MAIN ParkH VALVE BOX AND C N�. P A\p 0 i O I N OR _+ MATERIAL AND COVER.) � � AND 6"0 G x R � MH 15 I o I ONST. 10"0 WATER MAIN 4-) I RIM = 18.97t f I (SEE NOTE THIS SHEET FOR INV. IN = 9.88 (S.E.) f I MATERIAL AND COVER.) CONST. INV. INV. OUT LATE6"� D BLE SEWER = 9.83 (N.) a 111 LATERAL W/ LEANOUT (TYR. \ \ 0 I V — 87 \ t ---- \ 10 U)tLLQ- \ O GRAVITY 40 F 8"sb PVG� \ Q n \ \\ �-�- GRAVITY WER (9) 0.35%` O < W p \ \ rn I _+ I CONST. FIRE HYDRANT \ \ \ \ V i I oo IZASSEMBLY Q \ \ r—}- i O \ \ Stormwater \ vl I s 1 >> 89 ��_ \ � (SEE NO THIS SHEETER FOR \ \ 1 In J Tract A \ ` MATER L AND COVER.) 1 I +n. >11 T NOTES: 1. WHEN CONSTRUCTING FORCE MAIN AND WATER MAIN CONTRACTOR SHALL USE D.I.P. UNDER PAVEMENT WITH 36" MIN. COVER UNLESS 42" MIN. COVER CAN BE MAINTAINED. WHERE 42" MIN. COVER CAN BE ACHIEVED, P.V.C. IS ALLOWED AS LONG AS ALL OTHER F.D.E.P. AND I.R.C. UTILITY DESIGN STANDARDS ARE MET. I l�J I I I /��� k� I IM ATCHLI N E SEE SHEET 14 OF 2 0(82) 9743UTILIDWG MASTELLER & MOLER, INC. M ^� CONSULTING ENGINEERS — 1623 N. U.S. Highway 1, Suite 82 6767 N. Wickham Rd, Suite 400 Sebastian, Florida 32958 Melbourne, Florida 32940 Ph. (561) 589-4800 Ph. (407) 255-1175 Fax (561) 589-2742 Fax (407) 253-4439 Utilities Plan A' Preliminary Planned Development Plans or ivi Club,, d si on Sebastian Indian River Count %� 1 11 9 REV. PER CITY OF SEBASTIAN BA/SECoMilerCub N0. DATE DESCRIPTION DR/APP REVISIONS DRAWN B.A. 'Title to all documents which bear the copyright of Mosteller & Paler, Inc. is vested solely in Mosteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. My other use or reuse of these documents or any reproduction, display, sale. or DESIGNED B.A. CHECKED S.E.M. other disposition of these documents by anyone is expressly prohibited without consent of WsteMer & Moler, Inc. pursuant to the Federal Copyright Law." DATE 1 /98 SCALE 1 "=50' SHEET 13 OF 22 ISTEPHEN E. MOLER, P.E., FL##33193 Florida ©1998, MASTELLER & MOILER, INC. I DWG NO 9743 �-' ► 4 I (M A I -CH I N E SEE I I 0 I I ONST. 3"0 FORCE MAIN !C 1 O8 ("EE NOTE THIS SHEET FORT ATERIAL AND COVER.) CONST. 6"0 WATER MAIN i JD (SEE NOTE THIS SHEET FOR I�1 I MATERIAL AND COVER.) i I I Q0D CONST. l WATER MAIN UNDER STORM SEWER I -o o I W/ 18"MIN. VERT. CLEARANCE (SEE NOTE FOR MATERINIL AND DEPTH) I ' 106 13 O Storm wa ter Tract "A" -- _ , .. _ I I �• I MH 14 i + RIM = 18.7Ot + I oo INV. IN = 11.33 S.E. 1 05 ( ) Q 1 O INV. OUT = 11.28 N.W. i I ` \ � + I CONST. 203 LF 8"0 PVC 0.35% 104 9 T/6"0 R.S. T WI VALVE BOX N \ 1 0 � 'S' k \� t MH 3 X RIM = .30t INV. = 12.45 (E.) IN OUT = 12.40 (W.) 9 2 I \ l NOTES: \ I I 1 I 1. WHEN CONSTRUCTING FORCE MAIN AND WATER MAIN 9 I I CONTRACTOR SHALL USE D.I.P. UNDER PAVEMENT WITH k 3 I 6" MIN. COVER UNLESS 42" MIN. COVER CAN BE MAINTAINED. CONST. 400 8"0 PVC 7g I I I I WHERE 42" MIN. COVER CAN BE ACHIEVED, P.V.C. IS ALLOWED GRAVITY EWER © 0.35%I I 1 I AS LONG AS ALL OTHER F.D.E.P. AND I.R.C. UTILITY DESIGN \ \ \ \ STANDARDS ARE MET. � CONST. 6"s� OUBLE SE ER � � LATERA / CLEANOUT TYR.) I I (2D \ CONST. 6" WATER MAI ` (SEE N THIS SHEET }� g 4 oo MAT IAL AND COVER.) I \ (2D 0 k / / CONST. 6"0 WATER MAN Cq NST. 6"x 6"R STRAINED T E � \ CONST. 6"0 PVC WATEF� MAI\ / / UNDER STORM SEWER �_ UNDER STORM S ER \ 17 \ CONST. SAMPLE POINT (TYl'.1 W/ 18"MI . VERT. CLE RANCE \ 1 \ \ I SEE NOT FOR MATER AL 8 MIN. VERTICAL CLEA ANCE� CONST. 6"tn R.S. GATE VALVE \� / AND DEPT ) ,� I WITH VALVE BOX AND CONC. CON 1 0 "0 S ORT SERVICII I CONST. 6''x 6"RESTRAI ED k 76 \ TEE CONS], 6 x 4' I o O \ \ o MH 13 v\ // W/ (1) METE BOX YP.) RESTRAINED \ \ RIM = 19.52t ,tv (� C T. 6' x 6' I + I;'' INV. IN = 14.12 (S.) i p \ 102 ( l 1 1 99(�D97 I 96 \ ENV. IN = 12.15 (N.E.) p� 1 00 9 5 ESTRAINED TEE ) 0 I - O x ` CONST. 2 O LF 8"0 PVC � L I INV. OUT - 12.05 (N.W.) GRAVITY EWER Q 0.359� >c f? I CONS FIRE HYD A 1 ASSEtv BLY (TYR.) \ 75 / o CONST. 6' 0 R.S. GAT VALVE W/ CONST. 6 0 R.S. GAT A VE < \ o I \ VALVE BOX AND CON PAD l WITH VALVE BOX CO \ COAST. 3"0 RESTRAI QED PAD (TYR.) \ > o CONST. 6"cu WATER MAIN I \ 9� - - - TEMP. BLOWOFF _W/ SAMPLE- POI T- (PHASE 11) - - 90 BEND - �� I (SEE NOTE THIS SHEET FOR �Op 15 MH 2 �\\ i MATERIAL AND COVER.) i \/ /� Park 10+ 0 11+00 12+00 13+00 0 14+00 '� RI IN 18. 103 90 (E.) -� INV. OUT = 1 3.8 5 19 CONST. 118 LF 8"0 PVC 0 o C MH¢#12 J� GRAVITY SEWER © 0.35% 74 1 \ f ! RIM 19.03t `~ -- -- -- -- -- __ I , INV. IN = 14.64 S.E. , �— - 9 9 9 9 �— B.O.C. \ \ I I INV. OUT = 14.54 (N.) Street (TYR.) \ \ \\ \ 1 CONST. FIRE HYDRANT \ 1 CONST. 6" X 4"—'�' J ASSEMBLY (TYP.) CONST. 4"� R.S. GATE VALVE \ CONST. FIRE HYDRANT CONST. 303LF 8"0 PVC I i I RESTRAINED REDUCER J 3 ASSEMBLY (TYR.) GRAVITY SEWER © 0.35% PAD (TYPVE BOX AND CONC. (�D I I I I ) MH 11 Park � I I 20 I I 73 \ RIM = 19.46f 47 (4D / I I to `\ \ \ \ INV. IN = 14.22 (S.E.) I CONST. 6" X 4" \ k I +o I INV. IN = 13.09 (N.E.) I I RESTRAINED REDUCER MH#8 / \ o \ ry \ \ \ INV. OUT = 12.99 W. I + I RIM = 19.42t I -' I CONS _ 1"0 SHORT S r.VICE \ \ o INV. IN = 14.26 (S.W.)-7 b I ` W 1) METER BOX INV. OUT = 14.16 (S.E.) CON T. 40OLF 8"0 PVC /j� GRA ITY SEWER 0.40� `� CONST. FIRE HYDRANT \ 1 \ i I i N V 60 � ASSEMBLY (TYR.) l I `-•- � I � (�D 32 35 r-+- 4g � I (D 5'MIN. � � \ Q 61 7 46 0 2 I I I CONST. 341 LF 8 � PVC � � CONST. 360LF 8 4 PVC, B.O.C. , I CO C E O 40� I I I(TYR.) GRAVITY SEWER 0 0.40% I j GRAVITY SEWER (9) 0.40`e, CONST. x 4" � CONST. 370LF 8"0 PVC I \ o \ RE AINED REDUCER rnI I I I i I � V I I GRAVITY SEWER © 0.40� I\ V I I o I l I I I + I Q 0 22 31 o I I 36 45 0 59 � � 0 \ \ _ I I I I I CONST. I \ CONST. WATERMAIN SEE NOTE THIS SH ETFOR(E2)1 -0 (SE OTE \ \ THIS SHEET FOR \ \ \ 1,0 CONST. 4"0 WATER MAIN I I I MATERIAL AN COV R.) —I,I I 8 o ` � TERIAOL 7AND COVER.) NOTE THIS SHEET N \ FOR MATERIAL AND COVEC NST. 3"n FO AI SHEET E HIS FOR M RIAL AND COVER.) 5 CONST. 4"0 WATER MAIN CONST. 1 1 � SHORT \ \ \ \ \ \ o a I / (2) METER , , CONST. 1-1 /2"0 LONG S RVICE \ � + (SEE NOTE THIS SHEET FOR i i SERVICE W W/ (2) METER BOXES (T P. I \ MATERIAL AND COVER. (TYR.) TYRI o I ) 63 , o o \ 4- ONST. 3"0 RESTRAINED O \ 24 29 C1852 45' BEND \ \ I I I I RIM = 20.31 t INV. OUT = 16.00 I-CONST. 4" GATE VALV M!:!A 3 RIM = 19.75t J CONST. 4" GATE VALVE MH#7 I j INV. OUT = 15.70 (N.W.) \ RIM = 19.68t ' CONST. 4" GATE VALVE / / INV. OUT = 15.70\( ) MH 1 RIM = 6519.68t INV. OUT = 15.50 CONST. 2" 0 BL WOFF CON 4' GATE VALVE W/ SAMPLE PO T CONST. 2" aBLO FF CONST. 3"0 F R(tE/ M IN \ \ \ \ W/ SAMPLE POI W/NSAMPLE � OIOWOFFI CONST. 2" BLOWOFF \ Y W% 3' MIN. CO gR 1 W/ SAM E POINT \ \ \ � CONST. �AIR RELEASE VLVE N i \ \ CNST. 3"0 PLUG VALVd W I 2 6 2 7 5 4 6 6 6 7 \ \ VA VE PAD. VALVE BOX A o CONC. I 40 41 55 I d y 0 \ Q 0 �OR CONTINUATION OEE S��E T FORCE MAIN 15 OF 22 +00 , / 1+pp M Utilities Plan "B" MASTELLER & MOLER, INC.S,Preliminary Planned n ed Development Plans M CONSULTING ENGINEERS — for 1 /11 /9 R'.EV. PER CITY OF SEBASTIAN BA/SE NO. DATE DESCRIPTION DR APP 1623 N. U.S. Highway 1 Suite 82 Collier 7 C uh9 Y 6 67 N. Wickham Rd Suite 400 t`/ Subd*ivis'ion , Sebastian, Florida 32958 Melbourne, Florida 32940 Ph. (561) 589-4800 4255-1 175 R E V I S I O N S Fox Sebastian Fax (561) 589-2742 Fax ((40707) 253-4439 Indian River County DWG 'Title to oil documents which boor the copyright of Mas teller & Moller, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided io the owner Wely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly prohibited without consent of hiasteller & Moler, Inc. pursuant to the Federal Copyright Low.' J� APR [�1 R 2 9 1dd6JQQQ DRAWN B.A. DESIGNED B.A. CHECKED S.E.M. /98 SCALE 1 se — 50' Florida ©1998, MASTELLER & MOLER, INC. SHEET � 4. OF 22 STEPHEN E. MOLER, P.E., FL#33193 DWG NO 9743 FOUR HYDRANT GUARDS NOTE: 1. TRACE WIRE IS REQUIRED ON ALL PIPE. AS REO'D. BY IRCDUS GRADE (SWALE) 2. INCLUDE ALL COST OF MATERIAL St LABOR IN PRICE OF PIPE. (2) - 3/4" GALV. SEE NOTE 1 (BELOW) GRADE ROADWAY 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. E RODS 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE), T 90. WRAP W/3 ALTERNATING LAYERS OF SCOTCH "33' TAPE dr COVER WITH A CORPORATION STOP SHALL BE INSTALLED WITH A CONCRETE PAD EM \ --SCOTCH WATERPROOFING COMPOUND. LENGTH OF 1 " COPPER TUBING EXTENDING ABOVE �. 5. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP SEE NOTE 3 30" SQ. X 4" MIN. THICK . ( " " 2" 6. VERIFICATION OF SIGNAL IS REQUIRED UPON COMPLETION OF CONSTRUCTION. THE GROUND. THE TUBING SHALL BE INSTALLED / (BELOW) 45° MIN. TO PUT CONTINUOUS TRACE WIRE WITH A 1 8D° BEND. \ --� No. 30 CONT. UNDER BOLT, FIRST LOOSEN NUT, - 2" LOCKING THEN ONCE STRIP 3/4- OF MAIN AROUND T BOLT,RIP MITWIST, ,22 WRAPS CURB STOP WIRE & 4" OF BRANCH 1" GATE VAL W P.V.C, PLUG 3 4' .� NOT CUT WIRE" 1 " COPPER TUBING �P / APPROVED WIRE. TIGHTEN NUT AFTER WRAPPING GATE VALVE METER BOX TRACE WIRE AROUND THE BOLT. A;)COMPRESSION , MECHANICAL FITTINGS ° 12" MIN. I.D. JOI M2TEE " CORPORATION STOP ° • -- 1 C.F. 3/4" MIN. 5 WRAPS - n VARIES GRAVEL OR MAX. 10 WRAPS INPLAN VI W ° CRUSHED ROCK SOLDER CA WATERAINZ GRAD N N RESTRAINED PLUG (M.J.) CONCRETE THRUST • 2" POLYETHYLENE \ / PROPOSED UTI LITY HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS POTABLE WATER RECLAIMED WATER SANITARY SEWER (GRAVITY & F.M.) STORM SEWER ACCEPTABLE VARIANCES HORIZ. 5' C/C VERT. - 18„ 18" HORIZ. 5' C/C VERT. 18" - 18" HORIZ, 10' 5' C/C VERT. 18" 18 - HORIZ. 10' - - VERT. 18" - - SEE GENERAL NOTES: NO.4 POTABLE WATER 3' O/O - 1 5' C/C RECLAIMED WATER 3' O/O 10' 3' O/O - SANITARY SEWER 3' O/O BLOCK PUMPER NOZZLE FACING ROADWAY �p - • \ \ I ' \ VALVE Box ACCESS I BRANCH $PUCE DETAL FINISH GRADE Z� CORPORATION STOP GENERAL NOTES: 4) ACCEPTABLE VARIANCES: GRADE iv �w WITH P.V.C. PLUG O `D WHEN ABANDONED A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, 1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE DIRECT I z HORIZONTAL DISTANCE i i', i 30'MIN. / / / MU AS DESCRIBED IN F.D.E.R. RULES OF THE FLORIDA ADMINISTRATION w CONNECTION � EQUAL TO DEPTH OF COVER , �' � ,9 PUT WIRE UNDER. BOLT USED FOR AT LEAST ON OF THE PIPES. DUCTILE IRON OR o (ANCHOR TYPE) N , ; i i/a i. 3 SEE DETAIL ABOVE, CODE (F.A.C.) THESE SEPARATION REQUIREMENTS SHALL APPLY CONCRETE ENCASEMENT MUST BE USED UNTIL MINIMUM CONTINUOUS p14 THHN BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR CLEARANCE IS REGAINED. /� 6' G.V. i ,.�.• , ��-i'/ , /i• SINGLE CONDUCTOR p 6" PIPE ,`:',, ', STRIP 4' MIN. COPPER TRACE WIRE - PROPOSED UTILITY LINES. B. WHERE 18" MINIMUM VERTICAL SEPARATION IS NOT 1.5 CU. FT. 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL ATTAINABLE N CROSSINGS, USE ONE FULL LENGTH OF CONCRETE MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED - - HALF HITCH IIaF HITCH ON WATER MAIN BY F.A.C. 1 7-61 O. OTHER TYPES OF RECLAIMED WATER ARE DUCTILE IRON OR ENCASED PIPE CENTERED AT THE STEP 1 BEHIND EACH EACH SIDE OF POINT OF CROSSING. SPECIAL SUPPORT MAY BE 6" (MIN.) CONCRETE THR T `';p ; c`'� BELL. ALL VALVES CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR REQUIRED. WATER MAIN UNDISTURBED CONCRETE POUR . a % BLOCK SOIL TO UNDISTURBED \�� '�` �D�: .�\�` �\ PRESSURE -TREATED FINISH GRADE SANITARY SEWER SHALL APPLY. CROSS SECTION soil °.. �` . �: .a ` `' PLYWOOD EP r META eox C. IF 36" MINIMUM DEPTH OF COVER IS NOT MAINTAINED, NOTES NOTES MIN. 3 TWISTS r 3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO SPECIAL PROTECTION OR PIPE MATERIAL UPGRADE MAY BE `��p�`:�\d. BRANCH SPLICE AT qLL TEES. NOTES FIRE HYDRANTS dr SEtNICE TAPS OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION REQUIRED. 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON `'� STEP 2 t4 TI{HN SINGLE ONDUCTO PRODUCING GREATER CLEARANCE SHALL BE USED. PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. 1 . COAT ALL EXPOSED THREADS `' I�OPPER TRACE WIR . WITH COAL TAR ENAMEL BEFORE BACKFILL. 0 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF C C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT 2, Q- OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE MIN. 5 WRAPS yHALF HITCH AT ALL SERVICE TADS, ALTERNATE MATERIALS AS APPROVED BY IRCDUS. * / OF THE NEAREST ROADWAY OR FINISH GRADE. 2, THRUST BLOCK HEIGHT EQUAL TO PIPE DIAMETER. & EACH EHo of ALL FlmNcs. O/O - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE 3. COAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY (2 COATS MIN.) 3. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED SOLDER STEP 3 OR STRUCTURE. 4, ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN- BY I. R.C. D.U.S. I DARLING 6-84-B.MUELLER A423 OR CLOW MEDALLION F2545. 4. ECLIPSE NO. 85 BLOW -OFF AS MANUFACTURED BY JOHN C. KUPFERLE C BACTE I O L0� I CAL) MAY ALSO BE USED. MO LOUIS ST NDARY CO., . , . 5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF FOUSTEP 4 APPROVED BY IRCDUS (E.G. TIE RODS) 5. THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE IRCDUS. �--�, (� TEMPORARY SAMPLING UTILITY PIPE 6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED IUTAi� LNG SPLICE DETAIL LIEU OF ABOVE. S E P� RATION REQUIREMENTS " OFF DETAIL TRACE WI FIRE HYDRANT DETAIL 2 BLOW O RE DETAILS POINT N.T.s.) (N.T.s.) (N.T.S.) (N.T.S.) (N.T.S.) ( DOUBLE CHECK VALVE BACKFLOW PREVENTER 24" X 24" X 6" THICK CONCRETE PAD AT NOTES GATE VALVE FE CO 805YD EACH VALVE BOX WITH (1) - NO. 3 0 CONTINUOUS, (SHALL BE 36" X 36" IF 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18" CENTERS (MIN.). TEST COCK GATE VALVE LOCATED IN TRAFFIC WAY.) (TYP.) PROPERTY LINE 2. SHORT SERVICES REQUIRE 18" MIN. COVER; LONG SERVICES REQUIRE METERS SHALL BE 24" MINIMUM COVER. THREADED UNION (2 REQUIRED) LOCATED IMMEDIATELY NIPPLE (TYP.) INSIDE THE RIGHT-OF-WAY 3. MINIMUM SERVICE SIZE NOT LESS THAN 1 DUAL SERVICES SHALL BE 90' BEND UNLESS OTHERWISE A MINIMUM 1-1/2" AND TRIPLE SERVICES SHALL BE A MINIMUM 2 (2 REQUIRED) P.B. GOOSENECK 3' DIRECTED BY IRCDUS QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS. �ll� LONG (MIN.) OR SWING JOINT OR APPROVED 4. 1 " & 1-1/2" LONG SERVICES REQUIRE A 2" MIN. I.D. CASING PIPE. 2" PRESSU GAUGE z a , LONG SERVICES REQUIRE A 3" MIN. I.D. CASING PIPE. CASING PIPE W/ VALVE (TYP.) M 2 SAMPLING EQUAL BY IRCDUS LOCKING SHALL BE SCH 40 P.V.C. x-TAP CURB STOP APPROVED METER BOXESGRADE-,,,.,N 1 TO ACCOMMODATE FINAL ( SHALL BE 'CDR SYSTEMS 5. METERS GREATER THAN 2 INCHES SHALL BE AS MANUFACTURED BYI NOTES 1 1/2, , 5/8' x 3/4" METER) CORP." POLYMER CONCRETE & HERSEY, MASTER OR AS APPROVED BY I.R.CO. DEPT. of UTILITY SERVICES \ \\ \ I \\ \\ \\/\\/\\ \\\\/� i\\/ \\/\\/ \/\\ram OR 2" FIBERGLASS AND SUPPLIED BY APPLCANT. METERS 2 INCHES AND SMALLER SHALL BE ✓//��/ //�//�// ��(\//\�/�//\//\//\//\//� //\// //\//\ ��// 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER CORP. 2'-O" ROA WAY -O I SUPPLIED BY IRCDUS./\�'�?�/���/i�\i/\ "GSP AND YELLOW FOR FORCE MAINS. STOP F NISH GRA 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING TAPPING SLEEVE VALVE BOX PAD D ETAI L •) Q POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING 12"MIN. W/ 4" GATE VALVE E ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. (N. T. S O O o (TYP.) O 1 2,� 7. CURB STOPS TO BE SAME SIZE AS METER TO BE INSTALLED. F-� -- - - - - - - I 8. RESTORATION OF ALL /kREAS DISTURBED BY SERVICE LATERAL CONSTRUCTION --�XISTING MAIN I NEW MAIN Z -- -- SHALL BE IN KIND. MAIN SIZE JUMPER SIZE -} IN LINE DUAL ALL OTHER LOCATIONS PROPOSED SONG ERVICE CHECK BY 9. THE EXACT LOCATI� I FOR SERVICE LATERAL INSTALLATION SHALL BE DETERMINED NOTE: USE AT POINT(S) OF FILLING IRCDUS IN THE FIELD BY THE OWNER AND ENGINEER. TIE IN VALVE SHALL ►'� METERS FOR CONNECTION TO EXISTING MAINS BE LOCKED IN THE 4" * 2" TAINLESS STEEL SERVICE SEE NOTE 6 10. "LONG" SERVICES SHALL BE JACK AND BORED UNDER EXISTING STREETS, EXCEPT MUST REMAIN ISOLATED UNTIL DEPT. CLOSED POSITION & DOUBLE STRAP ( ) AS NOTED. OF ENV. PROTECTION IS OBTAINED. OPERATED BY COUNTY 6" 4" SERVICE SADDLE STOPS PERSONNEL ONLY. 8„ 6" 11.CORPORATION .ORS .HALL BE BRASS WITH THE INLET THREAD AND COMPRESSION WATER MAIN FITTINGS OUTLET FOR CT <:ND ,:'TS. -P.E. IN CONFORMANCE WITH THE LATEST AWWA C-800 PROCEEDURES FOR FILLING AND FLUSHING IF NO VALVE IS AS REQ'D. BY MUELLER COnaPANIY, FORD METER BOX COMPANY, OR APPROVED EQUAL. PROVIDED, MAINTAIN 8" or LARGER 6" 1. FILL THROUGH BACKFLOW PREVENTOR PHYSICAL SEPARATION 1 2. ALL FITTINGS AND PIPES IN SERVICE LINES SHALL BE NON -CORROSIVE, SUCH AS PVC, 2. FLUSH 8" AND SMALLER MAINS THROUGI, UNTIL DEPT. OF BRASS, BRONZE, STAINLESS STEEL, POLYETHYLENE OR COPPER. BACKFLOW PREVENTOR ENV. PROTECTION NOTES 13. ALL WATER SERVICE TUBING SHALL BE POLYETHYLENE PRESSURE CLASS 160, DR 9.0. 3. FLUSH MAINS LARGER THAN 8" THROUGH LETTER OF CLEARANCE POLYETHYLENE PLASTIC MATERIAL (AS STATED IN AWWA C-901) MEETING WITH ASTM NEW VALVE WITH NOT LESS THAN 10 PSI IS OBTAINED. *1 .WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE D- 2239 STAINLESS STEEL LINERS (TUBE INSERT WITH FLARED END) MUST BE INSERTED DROP ACROSS VALVE AND MAINTAIN A SADDLE MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE INTO THE END OF THE POLYETHYLENE TUBING PRIOR TO FITTING COMPRESSION MINIMUM PRESSURE OF 35 PSI ON ACTIVE AT MAIN CONNECTION, CONNECTIONS. SIDE OF VALVE. TEMPORARY JUMPER TEMPORARY JUMPER WATER SERVICE DETAIL CONNECTION (N.T.s.) SCHEDULE T. (N. ) CONST. 16"X 6" WET 1 1 /2" P.E LOCKING ETER BOX SERVICE LATERAL CURB STOPS TRAFFIC BEARING UTILITY TAP W/ TAPPING VALVE (METER NOT SHOWN) BOX AND TOP WITH LIFTING TO REMAIN ASPHALT SURFACE FINISHED GRADE DEVICE IN TOP. IDENTIFY Z I 1' P.E. UTILITY 2" MIN. GRAD CONST. PRESSURE 36" SQUARE �+-- 24" SQUARE _ SERVICE eo GRADE (ROADWAY) VALV GAUGE w CONST. (TEMPORARY) LATERAL EE (TYP.) �. . ra ,•. .. m EXIST. a > o o ° (I)NO. 30 . w ® o o NOTES -- °. ° °CONTIN. I ONE 1) D. 2 BRASS COMPRESSIO Z MIrE BRANCH 12 2" W. A 1 .-A'-C ON BE PLUGGED AFTER ° < , CONCRETE NO.m IN LINE DUAL FLOW 1 . ALL HOSPITALS, SCHOOLS, COMME ICAL, INDUSTRIAL, PAD CONTIN. } BY IRCDUS AIR RELEASEND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL ALL TESTING TYP.) BRASS LOCKING CURB CHECK F 1 /2" P.V.C.PVC SLIDE TYPE VALVE AND FITTINGS UNFROCK VALVE Box STOP (FORD OR MUELLER) dPLAN VIEW 0 2" REDUCED PRESSURE DOUBLE CHECK BACKFLOW PREVENTS AS DETERMINED BY BASE WITH INTEGRAL '-o MI BACKFLOW PREVENT R PLAN UTILITY. CONST. 6"Sb 90` BEND METER COUPLING SLIDE TYPE it 2" DIAMETER WITH GATE VALVES 2. LOW HAZARD APPLICATIONS SHALL BE REQUIRED TO (TEMPORARY TYP.) VALVE BOX TYPE II a STAINLESS STEEL OR BRASS 2" DIAMETER a 2" W.M. INSTALL ASSEMBLIES BACKFLOW PREVENTION DEVICE. TYPE I NIPPLE '� STAINLESS STEEL APPLICATIONS SHALL BE REQUIRED T INSTALL REDUCED CONST. DOUBLE POLYETHYLENE CENTER OPENING OR BRASS HIGH HAZZARD DOUBLE CHECK VALVE'PRESSURE BACKFLOW ( POLYETHYLENE CAST IRON STAY -PUT COVER OVER ME PENT NIPPLE EXIST. DETECTOR CHECK OR EQUIVALENT) RAISED LETTERS MARKED: PREVENTION DEVICE AS DETERMINED BY UTILITY. "WATER" AS APPLICABLE 2" STAINLESS STEEL ,.' "` VALVE TEMPORARY 1' MIN. DOUBLE STRAP ,;,:; :,, 2" BRASS CURB 3. APPROVED EQUALS HAVING FULL tJL, USC, ASSE, AND GRAD- - (TEMPORARY) OR CUSTOMERS METER Z i SERVICE SADDLE r,; STOP AWWA MAY BE INSTALLED ONLY AFTERSPECIFIC APPROVAL - REMOVE THIS SECTION 24" MAX. "SAN. SEWER" AS APPLICABLE (BY OTHERS) (SOEE3)OTE N = BY THE UTILITY. OF MAIN AFTER ALL iNJ r 1 2" UNION 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR TESTING IS DONE APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM PROVIDE OFFSET W fx CUT PROVIDE FOR OD I SHALL BE BRASS, COPPER OR D.I.P. AS APPROVED BY 4" MIN. GRAVEL ----_� OF MAIN UTILITY. OR CRUSHED ROCK SECTION A - A O �- 2" W.M. FINISH 5. BELOW GROUND INSTALLATION IN VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF • ' ° 1/2 CUBIC YAR BOTTOM OF VAULT IS AT LEAST V-O" ABOVE THE HIGH TYP E I TYPE 11 3/4GRAVEL OR GRADE CROSS SECTION DRAIN ROCK WATER MAIN WATER LEVEL. PROCEEDURES FOR FILLING AND FLUSHING PROVIDE EXTENSION NOTES 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED As SHOWN DUCTILE IRON PIPE. 1. FILL THROUGH BACKFLOW PREVENTOR 1. METERS OVER 2' MUST BE APPROVED BY UTILITY AND INSTALLED ELEVATION ,I, 7. APPROVED DEVICES ARE HERSEY, COMBRACO AND u�"I 2. FLUSH 8" AND SMALLER MAINS THROUGH BACKFLOW BY CONTRACTOR. NOTES FEBCO. PREVENTOR. 2. ALL METERS 2" AND SMALLER WILL BE SUPPLIED AND INSTALLED BY I.R.C.D.u.s. 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE 3. FLUSH MAINS LARGER THAN 8" THROUGH NEW VALVE WITH CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE AT LEAST 10 PSI DROP ACROSS VALVE AND MAINTAIN A 3. MINIMUM SIZE OF METER BOXES: 1" SERVICE (12" X 20"): 1-1/2" AND 1.R.C.D.U.S. MINIMUM PRESSURE OF 35 PSI ON ACTIVE SIDE OF VALVE, 2" SERVICE (t 7" x 28" ). 4. 5/8" -3/4- METERS SHALL BE HERSEY TURBINE, MASTER METER, 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND ALL FILLING LI FLUSHING SHALL BE IN ACCORDANCE W OR APPROVED EQUAL WITH 5/8" RUBBER METER WASHERS. PLACED AT SUMMITS IN THE SYSTEM. WITH I.R.Co. UTILITY SPECIFICATIONS. 5. 1" - 2' METERS SHALL BE MASTER TURBINE OR COMPOUND AS REQUIRED. A I R RELEASE VALVE BACKFLOW PREVENTOR 6. FOR 3 do 4 METER ASSEMBLIES USE MULTI -SERVICE "T'/-1 FILLING AND FLUSHING VALVE AND BOX DETAIL 2"INLET x (4) 1" OUTLET D ETAI L METER BOX DETAIL UTILITY D ETAI LS (N.T.s.) D ETAI L (N.T.S.) N(N.T.S.) N.T.S. DWG 9743WATR (N.T.S.) DRAWN B.A. Preliminary Planned Development Plans of M document, which bear the elIncopyright V4 M®LE R INC.f Hosteller th Mder, sA Is vested connection In DESIGNED B.A. M A S T E LLE RWosteller b: Md,r, Inc. '''' These documents are ' for provided to the owner Opals h connection with this project. Any oth`_sIuse or reuse at these CHECKED S.E.M.documents or any reprL'uction, display, sole, or • i , other disposition of these documents by anyone M ^� CONSULTING ENGINEERS ^� teneris expressly proler, Inc.without consent F DATE 2/98 Collier Club MoeteBer. & Mder, Inpursuant to the Federal CoDY;iyht Low.' SCALE AS NOTED moon DR/APP N0. DATE DESCRIPTION 1623 N. U.S. Highway 1, Suite B2 6767 N. Wickham Rd, Suite 400 Sebastian,Florida 32958 Melbourne, Florida 32940 SHEETb OF.-Z- Ph. (561) 589-4800 Ph. (407) 255-1175 Indian River County Sebastian Florida ©1997, MASTELUER & MOILER, INC. STEPHEN E. MOLER, P.E. FL 33193 DWG NO 9743 REVISIONS Fax (561) 589-2742 Fax (407) 253-4439 ■ STANDARD SEE MANHOLE T" BRANCH EFFLUENT & INFLUENT DETAIL B 6" MIN. 1 THREADED " IPE a.• `i , OPENIING DETAIL 7jQ' 3" BRONZE DISC ANC;W& B IN CONC. POST SIZE OF MAIN f 6" X 6" CONC. POST SLOP _ SERVICE ySTA INLESS STE L 2 /F I STRAPS DEPTH OF COVER z I --STANDARD LONG DEEP LETTERS RADIUS ELBOW TO BE CAST WITH 3" DIA. M BRONZE DISC AS MFG. BY SHEIDOW BRONZE CO. FILL CONCRETE FINISHED GRADE FORMED. A ELEVATION SECTION B-B i TO BE USED WHERE DROP IS 2' OR MORE L„ 4 NOTES SET POST IN CONCRETE 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2, SEE PIPE OPENING DETAIL DRAWING NO. S-10, 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL; NOTES DRAWING NO. S- 1 1 . 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. 5. 2" WIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. Restrained Length In Feet Each Side of Restrained Length In Feet For Reducer PIPE DIAMETER (INCHES) D. I. P. P. V. C. PIPE DIAMETER (INCHES) 90' 45' 22 1/z 11 1/' 90' 45' 22 1/z 11 'l 3" 4" 6" 8" 10" 12" 16" 20" 24" 30" 3" 30' 15' 10' 5' 40' 20' 10' 5' 3" 0 0 0 0 0 0 0 0 0 0 4" 35' 15' 10' 5' 55' 25' 15' 10' 4" 40' 0 0 0 0 0 0 0 0 0 8" 55' 25' 10' 5' 80' 35' 20' 10' 8" 50' 45' 0 0 0 0 0 0 0 0 B" 65' 30' 15' 10' 90' 40' 20' 10' 8" 75' 70' 40' 0 0 0 0 0 0 0 10" 80' 35' 20' 10' 110' 50' 25' 15' 10" 95' 90' 70' 40' 0 0 0 0 0 0 12" 95' 40' 20' 10' 130' 55' 30' 15' 12" 120' 115' 100' 75' 40' 0 0 0 0 0 16" 120' 50' 25' 15' 165' 70' 35' 20' 16" 160' 155' 140' 125' 100' 70' 0 0 0 0 20" 150' 65' 30' 15' 200' 85' 40' 20' 20" 200' 195' 185' 170' 150' 130' 75' 0 0 0 24" 180' 70' 35' 20' 210' 90' 45' 25' 24" 160' 155' 150' 140' 135' 120' 90' 50' 0 0 30" 190' 80' 40' 20' 250' 105' 50' 25' 30" 195' 190' 185' 180' 170' 160' 120' 105' 70' 0 38" 220' 95' 45' 25' 0 0 0 0 36" 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' 42" 245' 105' 50' 25' 0 0 0 0 42" 245' 240' 235' 230' 225' 220' 205' 180' 155' 105' 48" 260' 120' 60' 30' 0 0 0 0 413 255' 250' 245' 240' 235' 230' 215' 195' 175' 125' Restrained lengths for valves, dead ends and branches from tees shall be the some as for 90' de ree bends Length of restrained joint for larger diameter pipe TYPE "A" DROP PERMANENT MARKER (THRUST BLOCKS) MANHOLE DETAIL SCHEDULE AND NOTES (N.T.S.) (N.T.S.) (N.T.S.) MANHOLE FRAME & COVER GRADE OPENING U.S. FOUNDRY DWG, NO. 420A CUT FIELD 24" FROM EDGE OF MANHOLE CLASSIFICATION ON) MAY TO OUTSIDE OF BELL HEIGHT OBSTRUCTION-mayST OR P.E, JOINT (TYP) COVERIN. LEVELING RINGS 2 �/2 COURSES MIN.SEE MANHOLE 6 COURSES MAX,RESTRAINEDEFFLUENT & PRESSURE MAIN INFLUENT DETAIL J:DE:TAIL(FOR - - L - MANHOLE FRAME & FINISH GRADE L O JOINTS BENDS (M.J.) COVER U.S. FOUNDRY 10 ENCASE AS REQ'D. 45' OR 22 1/2' PIPE TO MANHOLE CONNECTION DWG. NO. 420A Evusc secs Q O STAINLESS STEEL ACCESSORIES a 3/a" W g 0 X Z TO BE NEOPRENE BOOT WITH a M N. ��ES S _ SPECIAL UTILITY CROSSING - FITTING TYPE e coueSES wx h FILL CONCRETE AS MANUFACTURED BY a 3/4 Q KOR-N-SEAL OR APP. (FOR FLEXIBLE PLASTIC 66 *18" MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, CONCENTRIC O 20 PRECAST HOLES). RAMNECK GASKET > , AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH CONE I �:LEVATION O/E 0 "D MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED OEENPIP �' PIPE JOINT DETAIL AT MANHOLE ,t SLOP' IF MINIMUM CLEARANCE CANNOT BE OBTAINED. - DETAIL Cn 0 0 GRADE a 4'-0" LD. FILL D �, D a I- 2UJ L%F `- NOTES '� OR s'-o' I. �' ° ° SLOPE TO CONCRETE j U I 1 . PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE A A W Z � OBSTRUCTION-,, 3COVER 'f � TO MANHOLE CONNECTIONS II FILL CONCRETE PE 4'-O" I.D. NIVER ro INSEE `/ 6'-4" 0. D. PIPE INVERT MAN HOLE EFFLUENT 6" MIN-•1 FOR NAOCCEPTTE OAB E PRESSURE MAIN (TYP) DEFLECTION CENTER A FULL LENGTH B CSC I N F L U E N T N. T. s, �, ESEE FFLUENTH &E ENCASE AS REQ'D. POINTIPOFACRO SING SEE PIPE ELEVATION OPENING INFLUENT DETAIL SECTION D-D U.S.F. E C VE 4ETT OR EQUAL DETAIL STANDARD UTILITY CROSSING - DEFLECTION TYPE MANHOLE COVER. LETTERS 22-3 4" MARKED "SANITARY SEWER". �� 2" ELEVATION SECTION A-�,'' NOTES 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER TO BE L15ED WHEN CUT CLASSIFICATION IS 6'0" OR LESS POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL / 00 COVER TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'- 0" THE FITTING TYPE CROSSIING BE ALLOWED. i 22-15 16 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 759; OF THE 110130 ,+--- MANUFACTURE'S MAXIMUM JOINT DEFLECTION. NOTES ® jj 20 -s g, NOTES 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM. -' 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 ❑ ❑ IN1. . ) 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 SEE MANHOLE NOTES ON DRAWING NOS-4. 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I.R.C.D.U.S. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3, 3. SEE PIPE OPENING DETAIL DRAWING NO, S-1 O 24-3(4" _ I 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11 3. SEE PIPE OPENING DETAIL DRAWING NO. S-TO. 3'-O" 4, SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING i... `>- 1 1, & SEWER IS LESS THAN 18 INCHES. D.I.P. WITH MECHANICAL JOINTS MAY 3'-O' \\ BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING CONCEALED WATERTIGHT FRAME raECTIO 5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE ENGINEER. WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO PICKHOLE AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. STANDARD SHALLOW NOTES STANDARD DEEP A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS. MANHOLE STANDARD MANHOLE MANHOLE UTILITY CROSSINGS DETAIL (N.T.S.) CASTING (N.T.S.) (N.T.S.) (N.T.S.) TOP OF CAP FINISHED GRADE 4" CAP AT GRADE 4" CAP 24" X 24" X 6" THICK CONCRETE (TYP) DEPTH TO BE DETERMINED IN THE SINGLE SERVIC 8' PLUG PROPERTY LINE F ROAD FIELD AS REQUIRED TO AVOID AS SHOWN ON PAD AT EACH VALVE BOX WITH (1) $ $T - 0+po0 " i r ELEVATION UTILITIES (TYP.) STANDARD - NO. 3 0 CONTINUOUS. (SHALL + oOp BL. 4.83 NOTE: A MINIMUM TEXT SIZE OF 1/8" MANHOLE NOTES CROWN LATERAL DETAIL 4" CLEANOUT & CAP SHALL BE REQUIRED ON ALL CONC. ENCASEMENT 6" MIN.' 4" CLEANOUT & CAP DRAWING NO. S-1 STAND PIPE BE 36" X 36" IF LOCATED IN I --a, $" P.V.,R-33 BETWEEN OUTSIDE DIAMETERS --- QF ROAD ASBUILT SURVEY'S. OF PIPE (TYPO Z STAND PIPE TRAFFIC WAY.) j _ 0EL. PROPERTY �,OF. RDA PROPERTY _ L T.O.P.T•O.EL. 4.40 --7 1. REINFORCING AREA OF 0.20 SO. IN./FT. FOR WALL SECTION, MIN. TO '� LINE ELEVATION OOFOROAD LINE �/ R/W MEET OR EXCEED A.S.T.M. A 185. 0 4" CLEANOUT I I PROPERTY ^_ MIN. SLOPE 1 /4" PER FT. LINE $" 1/4" BEND SEWER I STAND PIPE USE GREATER SLOPE 4" CLEANOUT Y�7� PAVEMENT STA. 0+62 2. ALL CEMENT TO BE TYPE IL WATER MAIN n WHERE POSSIBLE STAND PIPE o T.O.P. EL. 4.42 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN. 3,000 P.S.I. TO �ECJ�ON A -A _ z TYPICAL TRENCH _ _ MEET OR EXCEED A.S.T.M. C 478. UTILITY OTHER I K1 I SWEEP CONTOUR I. WEEP �, 8" MAIN THAN SEWER I tl(5 I� 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL 6" X 4" 6" X 4' 6•• _ 8" 1/8 BEND CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. SANITARY SWEEP 6" CAP BENDS AS REq'D. P.9 UNDBR M.X. i STA- f+f$ CONCRETE SWEEP E L EVAT I O N SEWER ENCASEMENT DEPTH TO BE K/ENCASB/(ENT 3 }, I TO.P. BL. 4.89 STA. 123+f8 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 6". CONCRETE I M•M. T.O.P. 84 4.141 I DETERMINED IN THE .y 8" 1/8 BEND F.Y. UNDER SAY. S. 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR ENCASEMENT 6", 30' LONG FIELD AS REQUIRED TO ? 3/4" AIR RELEASE STA- I+22 Fall. T.O.P. EL. $.$0 AVOID UTILITIES. TYP. 4" CLEAN OU I RADIUS BEND EPDXY AND TWO COATS OUTSIDE. r I >�I GRAVEL VALVE OVER M.Al. T.O.P. 6L. 6.52 SAY S.TO.P. EL. 8.40 (KOPPERS 300 OR EQUAL). O 2'-0" MIN. ( ) STAND PIPE NOTES STA. 1+38 Z I Z � WRAP WITH I DBL. SERVICE � CONTINUE GRAVEL BED 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. WATER AS SHOWN ON O w UNDER & PARALLEL TO A.R.V. TAP MAIN i WATER MAIN DETECTION TAPE STANDARD 1 D PIPE INTO UNDISTURBED M.X. T.O.P. IL, STA- 1+28 8" SLEEVE S. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. WATERLINE TO LATERAL DETAIL n SAN A,` SOIL TO PROPERTY LINE 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER 1' STA. 122.25 - -i I I- - --♦ - - BE OVER TOP STANDARD 'Y" BRANCHES 6" DRAWING NO. S-1 BED AND YELLOW FOR FORCE MAINS. 3" P.V. T.O.P. EL. 5.32 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP OF SEWERLINE R-1/4 O WHERE POSSIBLE. TO BE LOCATED IN THE FIELD PIPE INVERT .��. STANDARD 'Y" BRANCH 11 CONNECTION REQUIRED. I I ST BE LOCATED IN FIELD CORNER 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL b I R/w OF BLDG. A N A A _T A VALVE u STA. 2+7s `f STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE INSTALLED PLUG 4" CLEANOUT V A LV E B O / \ PAD D E TA I L P.M. UNDER TBL A STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE WRAP WITH I AND EXCAVATION (TYP) � Q P.M. T.O.P. BG 5.33� � POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION I DETECTION TAPE TO TEL. 6L. 645 + DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. 4" CLEANOUT 6 (N.T.S.) I� V.�_ 11.BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN CGLASSY S1A5� 2 BENDS AS 0R/W-\_ ___I \_ _._ FLOOD ZONES. REQUIRED o 1 ENCASEMENT DETAILS P� aI >r6" TO BE ELEV. SAMEO AS I O DLL C OF PIPE SHALL BEONCRETE SPACE OCOMPLLETELUND IDEF OFPIPEIPE T T 8 P.v.,R-33 T 13. SLOPES ON CHA'NNOE BOTTOMS TONEQUAB SLOPES OF (TOP AND BOTTOM). )ENTERING 3/4" GRAVEL , WITH NON -SHRINK GROUT. T)F SEWER MAIN TO BE 3 121+00 122+00 T.O.P. BL.$.53 123+00 AND EXITING MANHOLES. 6" DOUBLE "Y' a REMOVE CONCRETE AND BEND -8' SAN. S. 14. 2 COURSES MIN., 6 COURSES MAX. BETWEEN ALL PRECAST MANHOLE � N Q OF STREET UNLESS � TOPS AND CASTINGS. N OTE OTHERWISE SHOVJM PLANS IN EXPOSED EXISTING REINFORCING STEEL AROUND OUTSIDE of NOTES 6" I MIN. PIPE. (FOR FIELD 15.3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN SECTION H-H INSTALLATION) PIPE TO 1. iTALlClZ6D PRlNTlNC SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION & SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED DOUBLE SERVICE SINGLE SERVICE SHALL BE PROVIDED AS REQUIRED BY LR.C.D.U.S. 41W To" 4 MANHOLE CONNECTION TO BE TO BE PROVIDED BY THE ENGINEER'S/CONTRACTOR'S SURVEYOR TO IRCDUS IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A a Z ROCK EXCAVATION 6" a NEOPRENE BOOT WITH ON REPRODUCIBLE ASBUILT SURVEY bRAWINGS; ALL ASBUILT SURVEY'S 16. TRAFFIC BEARING LID ONLY. LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO O PLAN VIEW TM " • STAINLESS STEEL ACCESSORIES TO BE SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. a �• AS MANUFACTURED BY PROVIDED ON A 3 1/2" COMPUTER DISK IN AUTOCAD R12 FORMAT OR LATEST AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE KOR-N-SEAL INC. (FOR PRECAST 2. BASELINE OF CONSTRUCTION & STATIONING OF ITEMS TO BE ON THE IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER NOTE NOTE HOLES) CENTERLINE OF THE PIPE. AS A MINIMUM. IN. 3" 3. TOP OF PIPE ELEVATIONS & STATIO14ING TO F3E TYPED, LISTED, SEALED 18. A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 1. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION 11-4 ROCK. FRAME/COVERS. 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES 2, MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. & SUBMITTED FOR THE ENGINEER TO LOCATt THE AIR RELEASE VALVES SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED SERVICE LATERALS. PIPE OPENING PIPE O.D. + 6" AS CONSTRUCTION PROCEEDS. 19. MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO ITS ENTIRE LENGTH. 3 ALL LATERALS TO BE PVC (SDR35) AS SHOWN. 2. ALL LATERALS TO BE PVC (SDR35) AS SHOWN. 5/8 PIPE O.D. 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE 4, WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY OF TURNS TO CLOSE EACH VALVE. ENGINEERED TO A STANDARD OF 16,000-POUND VERTICAL DYNAMIC WHEEL SEWER PIPE) AND A WATER MAIN (OR FORCEMAIN) THE WATERLINE (OR ELEVATION 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET LOAD (AASHO H-20). FORCEMAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. SHALLOW SEWER ADDRESS, AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO l C PIPE OPENING DETAIL LINE EXTENSIONS- UTILITY (EXAM-PL UTILITY ENCA....>EMENT STANDARD LATERAL MODIF�IEC> RISER LATERAL NT.s. --. DETAIL (N.T.s.) (N.T.s. UTILITY DETAILS AS BUILT DRAWING (N.T.S.) ` ) (N.T.S.) DWG# 9743SEWR DRAWN B.A. Preliminary Planned Development Plans "Title to all documents which boor the copyright of Mosteller & Noler, Inc. Is vented solely In DESIGNED M AS T E LLE R & M 0 LE R INC. /� 4astefler & Motor, Inc. These documents are B.A. foi' thisprovidedroto �t. Anyer otheruse orIn crouusetionof these for documents or any reproduction, display. sole, or CHECKED M.F.C. other disprsilion of these documents by anyone ^�CONSULTING ENGINEERS • • • Is eVressly prohibited without consent of 9/97 Hosteller & Moler, Inc. pursuant to the Federal DATE 7 Collier Club CopXight Law. NO. DATE DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite B2 6767 N. Wickham Rd, Suite 400 APR Z 9 19"a SCALE AS NOTED Sebastian, Florida 32958 Melbourne, Florida 32940 Sebastian SHEET ZiOFRE�/ISIONS Fax (561) 589-287°2 Fax ((407) 253-4439 Indian River COLlnty �Iorido ©1997, MASTELLER & MOLER, INC. STE P H E N E MOILER, P.E. FL 3319 3 DWG Na 974 �' 3 2-3/4' x 90° BEND 3/4' WATER SERVICE LINE WITH NON FUSED DISCONNECT '^" REDUCED PRESSURE BACKFLOW SWITCH (STAINLESS STEEL) PREVENTER AND WATER METER. 1 11 SCH, 80 P,V.C. CABLE CONDUITS To ii ELEC. METER (ALUMINUM) CONTROL PANEL (ENTIRE LENGTH) HOSE BIBB �� R.T.U. - ALLOW 16' FOR EQUIPMENT FOR POWER & INSTRUMENTATION. I 11 1 1 1/4 CU. YD. CONC. DEPTH 3'-0' EACH I STAINLESS STEEL SCHEDULE 40 - _ • 2, 2, SUPPORT POST, - MIN. MIN. 3-N❑, 5 LOCATI❑N OF CONTROL PANEL TO BE APPROVED BY I.R.C.D.U.S. PLUG VALVE FLEX COUPLING (THROUGH WALL) SIDE WITH BOX ---HATCH HINGED ID HATCH HINGED ------ }----- ;t�� r ----------------------------------------------------------- SIDE ------------------------------------------- I � / ! I --------- 1 'I ` I :< 1 1 cv• .�' PV I,• ; z 3' W--- ----- -J I r 1 L r , I r ,' � t----f•_�`.1 ---- 9 � I 11�- 1 c--7 I I __ 17 _.1 1 !i S.._...11. •I f .__ IL�IF' tom_ ,I I7 __ I 1 I 11 11 '------------- 7 I'------ �- - 1---- t7tr- -Tl ?.-� 1�U / U - U ,U r ul 4J U. U .�.. I ._ . ...._.LT..-). I I F{_EX COUPLINGS'• • ;' I 11 I I 1 1 I 1 In n n..n, ., 1 -----.C:-_. ---- ri I n nI _J 1 , ..11 ..1 Lam' L-' I ---^('- --' f \ `e' D.I.P. rlr�II 1 rid„ •J I t___•^ 1 f �� 1, r'�_ , �_i14--r �� +t--1+ I + I �. i -4f--� -�u F.M. 11 I I ---- -- . r. t i =-, r -- 111 U .' Ll U 1 , 1 U o 'I..3'. CV ..I'•' i { BEND i 4' D.I.P. ','ENT I HATCH HINGED SIDE ---------------------------------- e �C�6�NCY PUMP OUT 4' (OR 3' AS APPROPRIATE) t CENTER FILL IT' TO MALE 'KAMLOC' OR APPR'D EQUAL CENTER ❑F PIT' i NO. 5, 6" ❑.C„ EACH\` ` I 2' PVC DRAIN NOTES WAY EACH FACE. - I - 90° BENDS ALL PIPING T ROUGH WETWELL AND VALVE PIT SHALL INFLUENT PIPE _ I I BE DUCT ILL I ON UNLESS APPROVED BY I. R. C. D. U. S. BILCO TYPE J-AL, SINGLE LEAF ACCESS DOOR OR EQUAL WITH S.S. HARDWARE 4' D.I.P. VENT W/ 2 D.I.P.- 4' x 90° BENDS WITH STAINLESS STEEL INSECT SCREEN READ. Z / 1 F GRADE ELEV. i L- 316 S.S• BRACKET ASSOCIATED HARDWARE TO SUPPORT PUMP POWER CABLES SET PRECAST TOP SLAB ///� ON 1' NON -SHRINK, \� NON-METALLIC GROUT. S.S. LIFTING CABLES 10' LONGER THAN DEPTH OF WET WELL NO. I DATE PRECAST REINFORCED CONCRETE MANHOLE RISER SECTIONS MANUFACTURED IN ACCORDANCE WITH ASTM C 475 - - ---------� PLAN TYPICAL PUMPING STATIEN- N, ELEC• CABLE HOLDER W/ S.S. HARDWARE STAINLESS STEEL UPPER GUIDE BRACKET W/ S.S. BOLTS & ANCHORS ,I �I 3' W.P. .' • WELL I CAST -IN- ,t 10" PLACE 3' CONCRET i OPENING 3' x 90' BEND I y S,S GUIDE BARS I %'•"(2 BARS EACH PUMP) i •P' +' i°l BY CONTRACTOR AS I TRAP ". PER PUMP EQUIPMENT NIT MANUFACTURES SHOPI i DRAWINGS s ELEV. a I ELEV. 'B' -- -=r i PUMP ! MOTOR - �*-I INFLUENT PIPE 8" (D.LP.) MIN, ' ELEV, 'C' i RUBBER SEAL, FILL JOINTS I ELEV. 'D' W/ EMBEC❑ GROUT / ELEV. 'E' GROUT CORNERS - OF WET WELL o --� ELEV. (FULL CIRCLE) '\/ I 'F 2`0' BILL❑ TYPE JO-AL, DOUBLE LEAF ACCESS DOOR OR EQUAL W/SAFETY CHAINS BOTH ENDS AND S.S. HARDWARE. FOR DOOR SWING OPEN (TRUE ORIENTATION) SEE PLAN (U PLUG VALVE WITH BOX 3' D.I.P, OR P.V.C, 3' D.I.P. r-r. . kJ 1 ,-!U ' - 1-- 6' MIN. " COMPACT TO 3/4' STONE 4 98% MAXIMUM AROUND DENSITY ALL STRUCTURES. 1' PVC VALVE .BOX DRAIN WITH P-TRAP LOCATED IN WETWELL. Ft1INT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB OF WET WELL AND VALVE BOX W/ 2 COATS OF COAL TAR EPDXY R Nc 4, 6 ❑.cSECTIONAL 1C�' STAINLESS STEEL BOLTS AND ANCHORS FOR PUMP BASE ON ELEVATION /\ / / STAINLESS STEEL BASE PLATE NOTES /N\ (SEE [RCUD STANDARDS I, ADDITIONAL PLUG VALVE TO BE SECTION 8.07B) LOCATED AT FORCE MAIN JUNCTION ELEV. 'G' 3' 2. USE ALUMINUM LIFTING BAILS NO. 4, 6' D.C. IN CENTER. 3. STRUCTURE DIMENSIONS MAY VARY -�,- (SEE PUMP STATION UPON APPROVAL BY THE IRCDUS / - GENERAL NOTES FOR WET DUE TO B❑YANCY C❑MPENSATI❑N C❑h"PACT TO 99% MAXIMUM 2' MIN,I4 6'-0' (MIN. DIA,) DENSITY \�- WELL WALL REINF,) OR OTHER REQUIREMENTS, / \ L 3' )K 4. WHERE CERTAIN CONDITIONS DICTATE SCH. 80 PVC CAN BE SUBST I TUDED MIN. 3/4' STONE FOR DIP INSIDE WETWELL ONLY, MIN, FROM PUMPS TO COMPANION FLANGE, ELEVATION TYPICAL PUMPING STATION - N, T. S. M MIASTELLER & MOLER, INC. M w CONSULTING ENGINEERS - DESCRIPTION DR/APP 1623 N. U.S. Highway 1. == 6767 N. Wickham Rd, Suite 400 Sebastian, Florida 32958 Melbourne, Florida 32940 h. R E V I S I O N S Pax (561) 589-28704o Fox (407) 253-4439 PUMPING STATION DATA TABLE LIFT STATION NUMBER LIMPING CAP_ACIT G.P.M. 85 PRIMARY CONDITION TOTAL HEAD (t) FEET 140 EFFICIENCY MIN. SOLIDS PASS. IMPELLES INCHES PUMP MODEL NUMBER NO. M80/2 PUMP IMPELLER INCHES 177 M PUMP SPEED (DESIGN) R.R.M. 3450 MOTOR NAMEPLATE H.P, H.P. 10.7 MAX, PUMP BRAKE H.P. H.P. 10,7 MAX. NPSHR @ SECONDARY FEET -- MAX. MOTOR SPEED R.P.M. 3450 FLOV INITIAL INFLUENT RA�-PEAK G.P.M. 68 MIN. PUMP CYCLE TIME MINS. 31.03 ALARM SIGNAL gN ELEV. LEV.'A- 8.93 INFLUENT PIPE INV. ELEV LEV.-B' 8.6 LAG PUMP ON ELEV. EV'C' 8.119 LEAD PUMP ON ELEV, (+) L V.'D° _7-`8 S.68' PUMPS OFP" ELEVATION LEV,'E- ALARM SIGNAL ON ELEV, LEV.'F' 5.43 BOTTOM OF WET WELL LEV.'G' 3.93 PUMP MANUFACTURER I ABS (.) ANDSECDNDARYOPERPOINTS, ATE BETWEEN PRIMARY ,rtUUrvU D DRIVE PUMP STATION GENERAL NOTES 1. CONTRACTOR $HALL TAKE NECESSARY PRECAUTIONS AGAINST FLOATATION OF WET WELL UNTIL ALL BACK FILL IS IN PLACE. 2. ALL CONCRETE SHALL BE CLASS A-A(4,%O P.S.I. FOR PRECAST AND 3,000 P,S.1. FOR CAST -IN -PLACE) UNLESS OTHERWISE SPECIFIED. 3. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED AND PLACED IN ACC13ROANCE WITH THE A.C.I. CODE SPLICES SHALL BE 6 TIMES THE BAR DIAMETER NUMBER SIZE OR 10' MIN, UNLESS OTHERWISE NOTED (STAG. SPL.,TYPA 4. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL BE COMPACTED 1t 90% DENSITY. 5. CHAMFER EXPOSED CONCRETE EDGES 3/4' <TYP.). 6. WET WELL WALL SHALL CONTAIN A MIN. OF 0.22 SQ.IN./LINEAR FOOT REINFORCEMENT, IN THE VERTICAL AND HORIZONTAL DIRECTIONS. 7. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED. 8. PUMPS SHALL BE FLYGHT OR ABS, EXCLUDING FLYGHT GRINDER PUMPS AND ABS V2 PIRANA GRINDER PUMPS. 9. STAINLESS STEEL CABLE HOUR SHALL BE LOCATED ON OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE. 10. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL PUMP STATIONS ALONG WITH THE REQUIRED PUMP STATION CALCULATIONS. 11. NO UNI-FLANGE PIPE CONNECTIONS ALLOWED. 12. MAINTAIN MINIMUM OF 6' BETWEEN ANY PIPING,, FITTINGS, ETC. AND PRECAST CONCRETE. t3.FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMP SEWAGE. 14.PUMP STATION CONTROL PANEL SHALL BE PROVIDED WITH APPROPRIATE LIGHTENING ARRESTOR, VERIFY ALL DRIVER GROUNDS PER N.E.S.C, 15.AN ACCESS DRIVE SHALL BE PROVIDED TO ALL INDIAN RIVER COUNTY MAINTAINED LIFT STATIONS. ALL ACCESS DRIVES SHALL BE A MINIMUM OF 8' WIDE AND SHALL INCLUDE A 12' DEEP BY 12WIDE <M[N.) APRON TURN AROUND. (SEE DETAIL THIS SHEET) DRIVES SHALL BE CONCRETE OR ASPHALT PER THE CONSTRUCTION REQUIREMENTS SET FORTH BY THE ENGINEERING DEPARTMENT OF INDIAN RIVER COUNTY. ACCESS DRIVE DETAILS SHALL BE SHOWN ON ALL SUBMITTED UTILITY PLANS AND APPROVED BY I.R.C. DEPT. OF UTILITY SERVICES ON A CASE BY CASE BASIS. _ RED COLOR FLASHING ALARM LIGHT WITH CAGE (VISIBLE 360° ANNUNCIATING LIGHT \ IN AN UPRIGHT POSITION, NAME PLATE EMERGENCY GENERATOR (TYPICAL) RECEPTACLE SEE SPECIFICATIONS FOR RECEPTACLE MODEL I� 0 0 0 RESET ----- "' MOTOR CABLE SILENCE (TYPICAL) ra uX RUN INDICATING LIGHTS CROUS--HIND' .° F ® ® - HOA 'CGB' t ,iER11Gf;1 0 0 0 CONNECTOR rfTH NEOPRENE t:;•'., 'O PANEL TO BE 304E MATCH CABLE. FURNISHED STAINLESS STEEL WITH PUMP. ALARM HP,.'. TERMINAL BLOCK FOR EXTERNAL ALARMS 14 N 14 TO RTU GROUSE HINDS TYPE -CGB' CONNECTOR FURNISHED M I 8 2 s 3 WITH PUMP -7 2' PVC CONDUIT TO STATION (MIN.) CONFIRM WITH PUMP MFGR, PROVIDE PUSHING CONTROL PANEL TO FIT CABLE F R E N T VIEW VARIES COUPLING METER CONTROL PNL. ADAPTER -- { -_-_- ALUMINUM UNISTRUT PVC CONDUIT SERVICE BRACING \2 REQ'D, TO STATION = DISCONNECT -- n THIS SIDE -- { STAINLESS STI.EL SCHEDULE 40 SUPPORT POST' R 3/0 BARE COPPER WIRE 12' MIN. GROUND CLAMP NOTES FINISH GRADE 1, ELECTRIC SERVICE SHALL BE 3 PHASE, II :il' CONCRETE SUPPORT i2' MIN. ,�j'_. 2. ALARM HORN SHALL BE CONDUIT TO POWER .-.I I : 11 Ii UNDISTURBED SOILPOURED . POLE SEE SITE PLAN SEALED TO PREVENT !-A, ii LEAKAGE. 5/8' DIA. X 10' LONG ' COPPERWELD GROUND ROD 3. CONTROL PANEL TO BE CONDUITS TO PUMPING APPROVED BY UTILITY FRONT ELEVATION BEFORE INSTALATION, STA. SEE PLAN 4. REFER TO 'ECTION 8 FOR CONTROL PANEL 3X. PUMPING STATION SPECIFICATIONS. (STAINLESS STEEL) 5. BOTTOM OF PANEL TO BE 28' TO 3" ABOVE GROUND, R.T.U.- ALLOW SERVICE DISCONNECT 6. DISCONNECT BETWEEN METER AND 16' FOR ! (STAINLESS STEEL) PANEL TO BE STAINLESS STEEL NON FUSABLE. NCASE EQUIPMENT . METERD METER PLAN VIEW 7, ALL HARDWARE AND FASTENERS TO BE STAINLESS STEEL. TYPICAL SERVICE 8, R.T.0 TO BE MOUNTED ON TOWER ONLY, ENTRANCE STRUCTURE 9, SPARE PARTS (SEE SECTION 8.05). ELECTRICAL DETAILS PUMPING STATION PANEL Pump Station Plan Preliminary Planned Development Plans for Collier Club Subdivision Indian River County Sebastian TI T2 PUMPNO. 1 T3 n oL r7 AUX -0T1 -�T2 PUMP NO. 2 T3 12 0. T AUX CONTROL PANEL SCHEMATIC - WITH R.T,U, .12 V DC BIAS - ---I& ------- ► HIGH ALM T o e. FS4 HIGH FLT LAG T�S 9' ♦ F. F Af LEA T�7 a FT2 FLT On, Tt" 0. Cl--� FSl OFT L7 Twit LI ► FS3 LOW FLT ALM Stl T { - ppit, , AA�L SIL PHI41- T8S PM2 T�{7 -----� HV PM2 T��9 SrI. SEAL FAIL ' SFR2 Tj�z1 ® SEAL 2 FAIL --a 0. T. 7 RDOOR PB2 OPEN TU7 FLASF¢R R6 T 74 ALM LIGHT CONTROL PANEL SCHEMATIC WITH R r u 1 2 SEAL FAILURE PIFp I. FAIL47EE PU1P AI TB17 TIME I ET MTPI PLl RUN 1 7 H O A / TB18 TB19 --p Mt 70 PUMP 1 OL TB68 TE69 TB78 TB79 --i R7 TB20 FU4 i SSl R5 R6 +12VDC4 2 TB66 HOA SENSE IA ALM HORN ALM LIGHT BIAS TB 7 HOA SENSE 1B CONTROL CONTROL SSIA TB76 TB77 TB80 TB81 TB21 TIME 2 R7 R8 ET SS2A 1 MTP2 PUMP 1 PUMP 2 PL2 RUN 2 CONTROL CONTROL O H / �, T622 ' TB23 A TB82 R3 TB83 TB84 R4 TB85 B23 M2 71 PUMP 2 OIL P8 TB24 FU5 i SS2 PUMP 1 RUN PUMP 2 RUIN +12VDC SENSE +12VDC SENSE 1 +12VDC TB63 T364 2 BIAS BIAS HOA SENSE 2A BIAS TB 5 --- ► HOA SENSE 2B SS2A •Titlo to oil documents which boor the copyright Of 10103toller & Moler, Inc. i3 vosled solely i1 Ma3teller & Moler, M1C. These Jocumenls ore provided to the owner "oly in connection with this Project. My other use or reuse of these ocu dments or ony reproduction, dioploy. We, or olhor disposition of these docurnents by onyone is expressly prohilbitod without consent of Mos toiler & "or, Inc- pursuont to the Federal Copyright Low. - Florida' @ 1997, MASTELLER & MOLER, INC. CONTROL PANEL SCFIEMATIC WITH R.T.U. DRAM M.J.D. DESIGNED M.J.D. CHECKED S.E.M. 2DATE 1 /98 APR 9 1999 SCALE N.T.S. e SHEET Z7- OF ')TEPHEN E. MOLER, P.E. FL. ##26658 1 DWG NO 9743-PS