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HomeMy WebLinkAbout1996 - (#45) Wastewater ImprovementsRIVER FmR DE C,.,EM B.ER N TS U.S. HIGHWAY 1 D D z z Fi� r (n o Z z D -V L-- D r Z m ... ........ .. .. RIVERSIDE DR. PROJECT SITE SECT. 6, TWN. 33 S, RNG. 39 E LOCATION MAP CARTER ASSOCIArIPEL--.1S. 1708 21st STREET 407-562-4191 (PHONE) VERO BEACH., FLORIDA ,60 t(FAX) p Of wV� _*I N RIVER COUNTY W." pw. ft..h ft-ft ft� *,Vw ft� Fort Lauderdate Hatt Mean ft" O.Ch MkaMI �a SHEET I OF GENERAL INFORMA TION Sl-t'EET,d2 OF 7 — SANITARY SEWER PLAN VIEWS SHEET .5 OF 7 — SANITARY SEWER PROFILES SHEET 4 OF 7 — PUMP STATION DETAILS SHEET 5 OF 7 — PUMP STATION DETAILS SHEET 6 OF 7 — SANITARY SEWER DETAILS SHEET 7 OF 7 — SANITARY & GENERAL DETAILS Serving Florida Since 1911 893-96E GENERAL NOTES EXISTING UTILITIES 1. PRIOR TO INITIATION OF CONSTRUCTION, THE CONTRACTOR SHALL THE LOCATIONS OF EXISTING UTILITIES AS PLOTTED ON THESE PLANS PROVIDE 48 HOURS NOTICE BY CONTACTING THE INDIAN RIVER ARE APPROXIMATE ONLY AND ARE MADE AVAILABLE TO ASSIST POTENTIAL COUNTY DEPARTMENT OF UTILITY SERVICES AT (561) 567-8000 AND CONTRACTORS IN DEVEL❑PING THEIR BIDS. THE UTILITY L❑CATIONS THE ENGINEER AT (561) 562-4191. ARE AS FURNISHED BY THE RESPECTIVE UTILITY COMPANIES AND 2. THE CONTRACTOR SHALL PROVIDE A MINIMUM 24 HOURS NOTICE TO SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO INSTALLATION OF THE THE OWNER'S ENGINEER PRIOR TO PERFORMING ANY CONSTRUCTION PROPOSED REUSE MAINS. THE CONTRACTOR SHALL CONTACT RESPONSIBLE WHICH REQUIRES SPECIFIED INSPECTIONS OR TESTING. PERSONNEL OF EACH POTENTIALLY AFFECTED UTILITY TO ARRANGE 3. ANY CONSTRUCTION WHICH AFFECTS THE ROUTINE OPERATION OF THE FOR POSITIVE UNDERGROUND LOCATION, REL❑CATION, OR SUPPORT EXISTING TREATMENT FACILITIES SHALL FIRST BE COORDINATED OF ITS UTILITY AS REQUIRED, THE CONTRACTOR SHALL CONTACT WITH THE SUPERINTENDENT OF INDIAN RIVER COUNTY WASTEWATER FACILITIES AT (561) 770-5045. THE UTILITY SUFFICIENTLY IN ADVANCE OF THE PROPOSED REUSE MAIN INSTALLATION TO PREVENT DELAY OF THE PROJECT. 4. ALL MATERIALS AND WORKMANSHIP SHALL MEET OR EXCEED INDIAN RIVER COUNTY UTILITY STANDARDS AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES. SOUTHERN BELL FLORIDA POWER & LIGHT 5. WORK IN INDIAN RIVER DRIVE RIGHT-OF-WAY SHALL BE SUBJECT TO 3300 Okeechobee Road P.❑, Box 460 L�J THE INSPECTION AND DIRECTION OF THE CITY OF SEBASTIAN PUBLIC Ft, Pierce, FL 34947 Ft, Pierce, FL 34954 WORKS �J CONTROL DPLANTANDTSUBMITTHE IT®TOR THE®PUBLICLWORKSLDEPARTMENTFT❑ IC (561) 562-9901 (561) 489-6254 C OBTAIN PERMISION TO WORK WITHIN THE RIGHT-OF-WAY. y2000' t 6, PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE ALL INDIAN RIVER FARMS FALCON CABLE TV WORK WITH THE OWNERS OF EXISTING UTILITIES IN THE AREA. THE DRAINAGE DISTRICT 710 Washington Street Roseland CONTRACTOR SHALL SUPPORT, ADJUST, OR RELOCATE EXISTING 4400 20th Street Sebastian, FL 32958 UTILITIES AS REQUIRED TO COMPLETE THE PROJECT AS INDICATED G ON THE DRAWINGS, Vero Beach, FL 32960 (561) 589-3846 7. ANY CHANGE OR DEVIATION FROM THE PLANS SHALL BE APPROVED BY (561) 562-2141 y ENGINEER PRIOR TO THE CONSTRUCTION OF SAID CHANGE OR o DEVIATION. INDIAN RIVER COUNTY FLORIDA GAS TRANSMISSION COMPANY ®� 8. THE LOCATIONS OF PROPERTY LINES AS SHOWN ON THESE PLANS ARE UTILITIES 76 N.W. Hickory Street O ' APPROXIMATE ONLY. THIS INFORMATION IS PROVIDED TO ASSIST 1840 25th Street West Melbourne, FL 32904 THE CONTRACTOR IN DEVELOPING HIS BID AND LAYING OUT OF HIS Vero Beach, FL 32960 (407) 723-8998 �• WORK. (561) 567-8000 o : PRESSURE 9. ALL TESTING OF MATERIALSI BACKFILL COMPACTION, TESTING] OR ANY OTHER TESTS AS SPECIFIED UNDER THIS O CONTRACT a SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT AND PAY FOR. ALL TESTS REQUIRING PROFESSIONAL CERTIFICATION BY PROPOSED UTILITY LOCATION NOTE A LABORATORY SHALL BE PERFORMED BY A LABORATORY WHICH HAS BEEN ROUTINELY ENGAGED IN SUCH TESTING FOR A MINIMUM PERIOD Oo /� OF TWO YEARS. THE LABORATORY MUST BE ACCEPTABLE TO BOTH THE O OWNER AND ENGINEER. 10. SHOP DRAWINGS OF ALL FABRICATED STRUCTURES AND PIPING SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. NO ITEMS SHALL BE MANUFACTURED OR DELIVERED TO THE PROJECT SITE WITHOUT SHOP STATIONING ALONG BASELINE DRAWINGS HAVING BEEN PREVIOUSLY APPROVED BY THE OWNER'S ENGINEER. �'9 n 11. ALL TRENCHING AND EXCAVATIONS SHALL CONFORM TO OSHA SAFETY --- OFFSET DISTANCE FROM BASELINE l AND HEALTH STANDARDS, TITLE 29 CFR, PART 1926, SUBPART P 'EXCAVATIONS, TRENCHING, AND SHORING-, AND ANY UPDATES OFFSET SIDE OF BASELINE (RIGHT OR Co o THERETO. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING /� LEFT) AS STATIONING INCREASES ADHERENCE TO ,9`ST'Q ALL ASSOCIATED WITHHSUCH® ADHERENCE TINNHISAND CONTRACTDPROPOSALC❑STS 12. ALL WATER DISCHARGED FROM PROJECT EXCAVATIONS SHALL BE STA. 26+26.90 12.0' RT, PROPOSED INSTALLATIONS AT THE 8 TEE OFFSET STATION ��.9© DISP❑SED OF IN A MANNER THAT WILL NOT CAUSE INJURY TO PUBLIC - HEALTH, PRIVATE OR PUBLIC PROPERTY, OR ANY PORTION OF THE WORK COMPLETED OR IN PROGRESS, THE CONTRACTOR SHALL BE w (2)- 8' GATE VALVES RESPONSIBLE FOR COMPLYING WITH ALL LOCAL REGULATIONS AND w 8' PLUG THOSE OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION T.O.P. EL. = + 24.4 (CHAPTER 62, F.A.C.) REGARDING POLLUTION OF WATERS OF THE STATE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR D COMPLYING WITH THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT REQUIREMENTS REGARDING LIMITATIONS ON DEWATERING THIS PROJECT (CHAPTER 40C-2 F.A.C.). SHOULD THE CONTRACTOR'S DEWATERING MEANS AND METHODS REQUIRE A CONSUMPTIVE USE PERMIT, THE CONTRACTOR SHALL OBTAIN SUCH PERMIT AT HIS EXPENSE, PARCEL TAX IDENTIFICATION NO$ 14, WHERE APPROVED BY THE ENGINEER, SPECIAL FITTING -TYPE SEBASTIAN CROSSINGS SHALLL INCLUDEEDALLT RESTRAINEDN J❑INTSICTREQUIRED UPSTREAM AND DOWNSTREAM OF THE BENDS, 15, DETECTABLE ATER WARNING FORCTAMAINSALL BE INSTALLED OVER ALL SEWER SUBDIVISION NO. AND WASTEW� 16. THE CONTRACTOR SHALL SUBMIT ONE SET OF RECORD DRAWINGS TO THE ENGINEER INDICATING ANY AND ALL CHANGES OR DEVIATIONS 01 FROM THE ORIGINAL PLANS, ALONG WITH THE AS -BUILT SUBMITTALS. 0150 BLOCK NO. 002.0 LOT NO. LEGEND U t �EXISTING PROPOSED ® ... _ ... _ ... � TOWNSHIP LINE APPROXIMATE 0 MAIL BOX - - - - - - - SECTION LINE DIAMETER SIGN �� ��� i • BASE OR SURVEY LINE CURB - - - 4-X BEND RIGHT-OF-WAY LINE CURB AND GUTTER FENCE LINE I \C� TEE BOX CULVERTS SHORE LINE ® WELL �� /i • m WATER VALVE MARSH BRIDGE o TV,/TELEPHONE BOX t ';, HEDGE - - -a- - - REDUCER/INCREASER Q ` SIDE DRAIN PIPE _;, a STORM SEWER � � INLET HYDRANT UNIT EDGE OF WOODED AREA UTILITY POLE � � > C� ❑ CATCH BASIN t"�� SHUBBERY E GUY WIRE & ANCHOR PIN - -6. w.M.— - 6' w.M. �-�--- WATER MAIN C� _ _ _ BACTERIOLOGICAL r—� u a OVERHEAD ELECTRIC LINE SAMPLE POINTS L� MANHOLE (STORM SEWER) GROVE OR ORCHARD - � � BE BURIED ELECTRIC LINE BENCH MARK - - - - SINGLE WATER SERVICE OAK TREE OT OVERHEAD TELEPHONE LINE ❑- W/METER BOX ,ram PTyn�V=&K EDGES OF EXISTING PAVE- �* BURIED TELEPHONE LINE - - - _ SINGLE SEWER SERVICE MENT AND SIDEWALK &PINE TREE EASEMENT LINE P.I. STA. POINT NF INTERSECTION ST 3+oo BASE LINE STATIONING PALM TREE a� - - - - DOUBLE SEWER SERVICE +� EXISTING GRADE T- PROPERTY LINE � TREE (VARIES) F>�;-� _ - - (s� �s SANITARY SEWER MANHOLE R/W RIGHT-OF-WAY LINE - SHORELINE LOCAT I ON MAID' - - - - - - CENTER DITCH - -s• F.M.- - —a" F.M. ® FORCE MAIN - -a' sAN.- - ®s" srw. — SANITARY SEWER LINE NO, REVISION DATE I DIAN RIVER ®RIVE - SEBASTIAN DATE, DECEMBER, 1996 CA TER, A SJC7C//4 TES, lNG'® WASTEWATER IMPROVEMENTS SHEET A,PROJ. NO, 96-80E z YASMMIaMR UNPROO WENEH73 DRAWN BY, S.D.S. CONSULTING ENGINEERS AND LAND SURVEYORS Serving Florida SEAL SANITARY SEWER 1 a APPR . BY, D , F . L . Since 1911 S TEVE SNOBERGER DATE 4 IFO o 1708 21 st STREET, VERO BEACH, FL 32960 GENERAL DRAW. N❑, 893-96E FLORIDA P.E. # 35636 INFORMATION 7 s �, UH �MONNER PROPER70E F. B. N❑, N/A PAGE, N/A 561-562-4191 FAX: 561-562-7180 6 50" ROW �`i" /` �13 0 �0 CONCRETE PULL BOX 0 - POLE BASE tz 0 �0 00 0006 0060 0060 0050 0 �10 1110 020.0 00NSTRUCT M.H. # 2 STA. 4+12, 23' LT. 14 � CONSTRUCT M.H. # 1 0b ry * A STA. 0+ 12, 26' LT /Cb k) W + �0 IV, — - r4�0 1� —9, OHT OHT OHT-- 00. 9 6s� OHT-- OHT OHT 011T� Q6 R9 A 4770:1-L- OHT OHT OHT— OHT— OHT— OH T $ + 8" PVC SAN. YJ� t�' t� N q's, A C'. 0' MR1 QALI Y+ T A + + + $ s + lo. P.V.C. F.M. ---------.-.m-----.-®+ 1+ P.V.C. F.M. - - - 10 - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - t lo- P.V.C. F.M. P.I. STA. 0+00 ININAN RIVER DRIVE 66' ROW S 21 *27'09'-' E 0+00 v 2+00 3+00 4+00 S 21 "27'09" E 47 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 16* D.I.P. W.M. — — — — — — — 16" D.I.P. W.M. — — — — — — — — — — -- — — — — — -- * — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 16' D.I.P. W.M. �bf )?p ASPHALT RESTORATION (TYP.) + +- 13 0006 001.0 [tl�il MEWS `0? ( u u 0060 0 1 j3.O '10 O� . . — . � — -L X6 \ 0 '0 15, INDIAN RIVER LAG0011 CONTRACTOR SHALL SUPPORT EXISTING CATCH BASIN, LOCATE AND SUPPORT ANY EXISTING DRAINAGE PIPE. r2musm'S LNOWN 006140_0_00p�_ ' CONSTRUCT M.H. # 3 STA. 8+00, 23' LT. NEW ELEC. POLE BY F.P.L. TEMPORARY BENCHMARK TOP OF PIPE ELEVATION = 8.09 ..... .................... NEW OHE OH B" 'v ............. ................... . .. ................ CONSTRUCT BURIED ELFCMC m SERVICE IN 2 INCH CONDUIT m (230,V, 30, 100 4AMP, 4 "RE) a.) &�00 CONSTRUCT 10" x 4" b FORCE MAIN WET TAP F; (b" 'C -- — — — — — — — — — — — — — — LJ.� 41 tk + + CONSTRUCT 1—INCH WATER SERVICE CONSTRUCT WET WELL STA. 4+50, 43' RT. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. '0, 0 �0 09 ell, �09 0 �8 ROW NEW ELEC. POLE BY F.P.L. 0050 0000 0000 0000 021,1 a: 003.0 \,002, 0,,/ \,001, 0/ o TEMPORARY BENCHMARK C6� 04 TOP OF PIPE b�K * x ELEVATION = 8.09 C14 + rb C&S W , 4LL w ........ - ------ Q) . . . . . . . ..... 0 H T E 3 :... L OHE- +► . .... 1� -T--- ry ........ !K OH N_EW OHE NEW OHE I/ OHE OHE ........... OHE OH OHE----OHt: OHE TEMPORARY Top x LE' L4LL -1,53 1.41 15 OHE E A+ . . . . . . . . . . . . . . . . . . .1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . - --------- 8" PVC SAN. + A q>7 'o 7 rya I ............. - - - - - - - - F.M . .......... 4;k — — — — — — — — — — — 10" P,V.C, F.M..1 ................. .... _f/v W - - - - - - 0-: 10" P,V.0 F.k - - - - - - - - - ...... _J 8* PVC SAN. $ + No, 1.43 ..... . .......... .... M rrIO • > 0 A S' 66' ROW 5+00 - S 21 *27`09"� E 6+00 '7+ a. 9+00 Rio gg 10+00 00 1 "0 KI I I I I I ASPHALT RESTORATION (TYP.) FRI [g] 47 - - - - - - - - - - - - - - - - - - 16* D.I.P. W.m - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - --- - - - - - - - - L - - - - - - - - - - - - - -- 5- �-D+ - - - - - - - - - --- - - ---- - - - - - - - - - - 16" D.I.P. W.M - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - CONSTRUCT SERVICE UNDER 16- W.M. (TYP.) CONCRETE PARKING CONCRETE PARKING 1/1 00 /111 09 09 /- �07 0050 0000 0000 0000 \021, 0/ 009.0 DATE INDIAN RIVER DRIVE SEBMSTIAN DATE, DECEMBER, 1996 CAR EW J. NOi 96-80E TER ASS CIA TES., INC., WAST ATER IMPROVEMENTS Y&ST[EY&VIER ON[PROW[ENEH73 DRAWN BY, S,D,S, CONSULTING ENGINEERS AND LAND SURVEYORS 0 A T Serving Florida SANITARY SEWER PLAN VIEWS Pon APPD, BY, D.F.L, %,.,,fffVJL Since 1911 STEVE SNOBERGER DATE SEAL DRAW, NOt 893-96E 1708 21st STREET, VERO BEACH, FL 32960 FLORIDA P.E, # 35636 INDIAN RIVER DRIVE &LAH SCHONNER PROPER79ES F, B. NO 1 N/A PAGE N/A 561-562-4191 FAX: 561-562-7180 WASHINGTON PL. TO MARTIN AVE. &D SHEET 2 OF 7 M.H. # 2 STA. 4+12 WET WELL STA. 4+50 10 0 C01 51 I 0 -2 m 0 El 0 m I I -2 m 0 20 40 60 80 A N I TA R Y q F WF P KA k4 4 1 Tn KA k4 4 ? M.H. # 2 STA. 4+12 a C C01 0 0 C -2 -4 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 M.H. # 2 STA. 4+12 q A NI I TA RY CF-1n/F-Q U W U � Tn nA W J- 0 M.H. # 3 STA. 8+00 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 DIAN RIVER DRIVE - SEBASTIANi DATES PRGJ. DECEMBER, 1996 N❑, 96-BOE CA TERASSOG,, TES.,INC.. YASTEYLUrIER MPROYIFNIEH78 DRAWN BY+ s,D,S. CONSULTING ENGINEERS AND LAND SURVEYORS 1561 u FOR U�� APPD, BY, D.F.L. 1708 21 st STREET, VERO BEACH, FL 32960 /�� lr"ti1l�G=�1H nn /�� (R,��n SOWOU1'Nl�'NELN (ML� �n/n�(n�/n� �n�nn�n �'WOU�� ���� DRAW, F, B. NO, 893-96E N❑o N/A PAGEi N/A —562-4191 FAX: 61-562-7180 Kel on L 0 I C m m m 0 20 40 60 80 � SANITARY SEWER M.H. # 2 TO WET WELL SCALE 1�� — zo' HORiz. Y' = 2' VERT. K Z Servingd. Since 1911 WASTEWATER IMPROVEMENTS SANITARY SEWER PROFILES INDIAN RIVER DRIVE WASHINGTON PL. TO MARTIN AVE. 3 OF 7 8' PVC INFLUENT PIPE AWWA C 900, DR-18 (ROTATED OUT OF PLANE FOR CLARITY) THREE SCH. 80 P,V.C. CONDUITS TO CONTROL PANEL (ENTIRE LENGTH) FOR POWER & LEVEL CONTROL. °° Nk.. ~'-_�� e -% o - 000 0�` 000 2-3/4' x 90' BEND 3/4' WATER SERVICE LINE WITH ON WATER SERVICE II REDUCED PRESSURE BACKFLOW--R.T.U, ANTENNA I PREVENTER AND WATER METER, f R.T.U. l �' -- ELEC, DISCONNECT HOSE BIBB - - i 1/4 CU. YD. CONC. -=t-_-3 1 DEPTH 3'-0' EACH STAINLESS STEEL SCHEDULE 40 '-0' 1'-6' 1'-6' SUPPORT POST. 3-NO. 5 LOCATION OF CONTROL PANEL TO BE •oo �ii APPROVED BY I.R,C.D.U.S, (SEE NOTE BELOW) HATCH HINGED SIDE SLEEVE TYPE COUPLINGS r------------ ------------- ------------� i r-------------------------------r w --_—'i ♦ ♦r 1 e r : CU ? 4' 90° BEND 6. y er4' n nn e e (RESTRAINED) r••••' - ® ®u u u r e :, L 1 r r e e r e ® 1 —, -----------._e— i e ® zr e(� i ' f e e e e e!cl- ® I'D t - r-,N e i►-e t r I e� 4' TEE z _®u u r —, T---,�jre(RESTRAINED) U e t-------CITE 11 ------- r e s e ® 4' PV e , , e e e _ s ' e e e , e 1 1 00 -e e e �.-------------------------- --� e ' ® HATCH HINGED SIDE 6' MIN. e ® -----, I -------------------------------- i SLOPE FILL GROUT TO s 1 �— BEGIN P.V.C. �I CENTER OF PIT eI� FORCE MAIN e V PVC DRAIN + EMERGENCY PUMP OUT WITH 4' <yi 4' PLUG VALVE 90' BENDS MALE 'KAML❑C' OR APPR'D EQUAL 1d .. .. WITH BOX — NO. 5, 6' D.C. EACH WAY EACH FACE, e e PLAN 0 VIEW NOTE1 THE L❑CATION OF THE CONTROL PANEL, CONDUITS, ANTENNA AND WATER SERVICE SHALL BE LOCATED ON THE ❑PP❑SITE SIDE OF THE WET WELL AS SHOWN ABOVE AND SHALL BE INSTALLED AS A MIRROR IMAGE OF THE PLAN VIEW, 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 REQD. GRADE ELEV. PRECAST REINFORCED CONCRETE MANHOLE RISER SECTIONS MANUFACTURED IN ACCORDANCE WITH ASTM C 478 . 0E r., WET WELL y INFLUENT PIPE8(D.LP.) . MIN. BUTYL RUBBER SEAL, POINT EXTERIOR'OF JOINTS W/ ANTI -HYDRO GROUT SECONDARY POUR — 12' FILLET BOTTOM o OF WET WELL(FULL CIRCLE) W'`Z4 COMPACT TO 98% MAXIMUM 20° MIN. DENSITY F ELEV. 'A'ELEV. 'B' NOTEi WET WELL INTERIOR ABOVE SECONDARY POUR, INTERIOR TOP SLAB AND INTERIOR INVERT ARE TO RECEIVE A 'DURA PLATE 100' LINER SYSTEM AS MANUFACTURED BY A-LOK PRODUCTS, INC. OR APPROVED EQUAL, ALL OTHER PENETRATIONS ARE TO RECEIVE BUTYL RUBBER INTERIOR SEAL. PIPE PENETRATIONS SHALL ALSO RECEIVE AN 316 S,S. BRACKET & EXTERIOR ANTI -HYDRO GROUT SEAL. ASSOCIATED HARDWARE TO SUPPORT PUMP POWER CABLES BILCO TYPE JO-AL, DOUBLE STAINLESS STEEL UPPER LEAF ACCESS DOOR OR EQUAL W/SAFETY GUIDE BRACKET W/ S.S.L • ./ CHAINS BOTH ENDS AND S.S. BOLTS & S® ® HARDWARE. FOR DOOR SWING OPEN (TRUE ORIENTATION) SEE PLAN s�`� - GRADE ELEV. 8, REDUCING 24ELBOW C.V. 00 00ELEV.b 'D' y', ❑. 5, 6' ❑.C., E.W., E,F, 6' 0 ,,.. 3 AT 12' (TYP.) .f--------------- - ~ I 4' (TYP) 4' P.V. ' NING 4' FLEX COUPLING 4' C.V. 4' P.V. SLOPE 3' 12' M •,.,• , A :art . r r16RCNO MALE �- KWIK DI CT iu KKGC' C NZI -NO. 4, 12' OC VERT, 4' DIA, SPOOL PIECE o NO.48' 1 OC HORIZ, v 6' MIN. 3/4' STONE COMPACT TO AROUND - 98% MAXIMUM ALL STRUCTURES. 18' 14' 6'-8' 14' DENSITY V PVC VALVE BOX DRAIN WITH BRONZE CHECK VALVE LOCATED IN WETWELL, PAINT INSIDE SECONDARY POUR AND OUTSIDE (BELOW GRADE) WALLS OF WET WELL, INTERIOR OF VALVE BOXES AND ALL INTERIOR IRON PIPING AND VALVES W/ 2 COATS OF COAL TAR EPDXY, NO. 4, 6' ❑.C. 2' BRASS DISCHARGE PIPING 12' W/ 2' TAPPED BY 3' FLANGE SECTIONAL `. STAINLESS STEEL BOLTS AND ELEVATION ANCHORS FOR PUMP BASE ON • STAINLESS STEEL BASE PLATE �- ELEV= 3' NO. 4, 6' O.C. IN CENTER, (SEE PUMP STATION GENERAL NOTES FOR WET r_ WELL WALL REINF.) 3' 20' MIN. 6' MIN. 3/4' STONE 'e ! I� j�r�1������ R4, PUMPING STATION DATA TABLE LIFT STATION NUMBER PUMPING CAPACIT G,P,M. 110 PRIMARY TOTAL HEAD (a) FEET 150 CONDITION EFFICIENCY % N/A INTER— PUMPING CAPACIT G,P,M, 120 MEDIATE TOTAL HEAD FEET 75 CONDITION EFFICIENCY % N/A PUMPING CAPACIT G.P.M, 70 SECONDARY CONDITION TOTAL HEAD(*) FEET 180 EFFICIENCY % N/A MIN. SOLIDS PASS. IMPELLER INCHES SLURRY PUMP MANUFACTURER ABS PUMP MODEL NUMBER NO. PIRANHA 13 PUMP IMPELLER MM, 193 PUMP SPEED (DESIGN) R,P,M, 3450 MOTOR NAMEPLATE H.P, H.P. 13.4 MAX, PUMP BRAKE H,P. H.P. 13.4 MAX. NPSHR @ SECONDARY FEET N/A MAX, MOTOR SPEED R.P.M. 3450 DES. INFLUENT RAM PEAK G.P.M. 110 MIN, PUMP CYCLE TIME MINS. 23 WET WELL TOP ELEV, +9,00 APPROXIMATE GRADE ELEV. +8.7 ALARM SIGNAL ON ELEV, ELEV,'A' —3,75 LEAD PUMP ON ELEV. C+) ELEV,'B' —4.25 LEAD PUMP ON ELEV, C+> ELEV,°C' —4.75 PUMPS OFF ELEVATION ELEV.'D' —6.25 BOTTOM OF WET WELL ELEV,'E—7,50 PUMP WILL OPERATE BETWEEN PRIMARY `) AND SECONDARY POINTS. N cpS ----- 16" D.I.P. W.M. -- — — ___ _ + 7.0 CONTROL PANEL AND R,T,U, ANTENNA VALVE BOX + 5.0 + STRUCTURE PENETRATIONS SHALL BE CORE BORED OR PRECAST. STRUCTURE TO PIPE CONNECTIONS FOR ALL PIPE OVER 2 INCHES SHALL BE BY USE OF A NEOPRENE BOOT WITH STAINLESS STEEL FASTNER AS MANUFACTURED BY 'KOR-N-SEAL, INC.' OR AN APPROVED EQUAL, THE ANULAR SPACE BETWEEN ALL PIPE PENETRATIONS AND THE STRUCTURE SHALL BE FILLED WITH ANTI -HYDRO GROUT, PIPE OPENING = PIPE O.D. + 6' OR AS REQUIRED BY BOOT MFG, - ---------------- // /. +7.0 r- 6' +�a WW e Ir +8.0 ® +7.0 u' X"rp " +5.0 +4.0 o� 2-INCH THICK CRUSHED ROCK DRIVE ON 8' THICK STABILIZED ro o'� SUBGRADE (MIN, F,B,V, = 75) PLANT 12 LIGUSTRUMS AROUND PUMP STATION NO CONSTRUCTION NORTH OF THIS PROPERTY LINE 44¢ FILL SLOPE @ 3 1 GRADE (MIN,) EXCEPT @ NORTH END, SOD ALL FINISH SLOPES AFTER COMPACTION, �� �--- 2 0' x 2 0' UTILITY EASEMENT PR❑VIDE SILT FENCE AND HAY BALES AROUND CONSTRUCTION SITE TO PREVENT RUNOFF INTO THE INDIAN RIVER, REMOVE AFTER PROJECT COMPLETION, NOTE; MAINTAIN ALL EXCAVATED MATERIAL IN UPLAND RIGHT-OF-WAY OR FILL SLOPE, PUMP STATION SITE PLAN N.T.S. PUMP STATION GENERAL NOTES I, GENERAL 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY DEPARTMENT SPECIFICATIONS AND SUBJECT TO THE DEPARTMENT'S INSPECTION AND APPROVAL. 2. FIVE (5) SETS OF SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL OF ALL STRUCTURES, MECHANICAL, ELECTRICAL EQUIPMENT, AND PIPE MATERIALS. NO COMPONENTS SHALL BE SHIPPED TO THE PROJECT SITE WITHOUT FIRST HAVING RECEIVED SHOP DRAWING APPROVAL FROM THE OWNER'S ENGINEER. 3. CONTRACTOR SHALL C❑ORDINATE WITH THE SUPPLIER OF INDIAN RIVER COUNTY'S REMOTE TELEMETRY SYSTEM AND PROVIDE ALL COMPONENTS NECESSARY TO REMOTELY MONITOR AND CONTROL THE PROPOSED LIFT STATION, THE CONTRACTOR SHALL PROVIDE IN HIS BID ALL TIME AND LABOR AS NEEDED FOR TECHNICAL ADJUSTMENT AND SUPPORT OF THE REMOTE TELEMETRY INSTALLATION. II. STRUCTURAL 1, ALL STRUCTURES SHALL BE PRECAST, STEEL REINFORCED CONCRETE IN ACCORDANCE WITH A,S,T,M. C478 FOR THE WET WELL AND F.D.O.T. INDEX 232 FOR THE VALVE BOXES, EXCEPT AS OTHERWISE SHOWN OR CALLED FOR ON THE PLANS. 2, ALL PRECAST CONCRETE STRUCTURES SHALL BE MINIMUM 4000 PSI AT 28 DAYS, USING TYPE II CEMENT. 3, REINFORCING STEEL FOR HORIZONTAL SLABS SHALL BE GRADE 60, FABRICATED AND PLACED IN ACCORDANCE WITH THE A,C.I, CODE, SPLICES SHALL BE 6 TIMES THE BAR DIAMETER NUMBER SIZE OR 18' MIN, UNLESS OTHERWISE NOTED (STAG. SPL,, TYP.), 4. WET WELL WALL SHALL CONTAIN A MIN, OF 0.22 SQ,IN./LINEAR FOOT REINFORCEMENT, IN THE VERTICAL AND HORIZONTAL DIRECTIONS. 5. ALL EXPOSED EDGES OF CONCRETE STRUCTURES SHALL HAVE 3/4 INCH CHAMFERS. 6. THE DIMENSIONAL DRAWINGS AND DESIGN ARE BASED UPON THE USE OF 'ABS', MODEL AFP 1001 4P PUMPS, SHOULD ALTERNATE PUMPS BE SUBMITTED FOR CONSIDERATION, CONTRACTOR MUST DEMONSTRATE AND BE RESPONSIBLE FOR COMPATIBILITY WITH THE DESIGN AND DIMENSIONAL REQUIREMENTS OF ALL PUMPING AND ANCILLARY EQUIPMENT. FLYGT PUMPS MAY BE CONSIDERED AS ALTERNATES, 7. THE WET WELL SHALL RELIEVE A CAST IN PLACE INTERNAL LINING SYSTEM, CONSISTING OF 'DURA PLATE 100', OR APPROVED EQUAL, III, MECHANICAL 1. ALL PUMP STATION DISCHARGE PIPING SHALL BE MINIMUM THICKNESS CLASS 53 DUCTILE IRON PIPE WITH A MINIMUM 40 MIL THICK CERAMIC EPDXY LINING AND BITUMINOUS COATING, PIPE ENDS SHALL BE FACTORY APPLIED FLANGES INSIDE ALL STRUCTURES AND PLAIN END OUTSIDE ALL STRUCTURES FOR INSERTION INTO FITTINGS AND VALVES. NO FLANGE ADAPTERS SHALL BE PERMITTED. 2, FITTINGS SHALL BE COMPACT DUCTILE IRON WITH THE SAME LINING AND COATING AS DISCHARGE PIPE, 3, CHECK VALVES SHALL BE 'CL❑W' MODEL F-5382 OR APPROVED EQUAL, PLUG VALVES SHALL BE 'DEZURIK' SERIES 100 OR APPROVED EQUAL. INTERIOR VALVE BODIES SHALL BE FACTORY EPDXY LINED. VALVE EXTERIOR SHALL BE STANDARD BITUMINOUS COATED, 4. ALL BURIED DISCHARGE PIPE CONNECTIONS, OTHER THAN SLEEVED CONNECTIONS AS SHOWN, SHALL BE RESTRAINED USING 'EBBA—IRON', MEGALUG SERIES 1100 RESTRAINTS, NO RETAINER GLANDS SHALL BE PERMITTED. 5. THE STAINLESS STEEL CABLE HOLDER SHALL BE LOCATED ON THE OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE, 6. EACH PUMP SHALL BE PROVIDED WITH A STAINLESS STEEL LIFTING BAIL, 7, EACH PUMP SHALL BE PROVIDED WITH A MINIMUM 18 X 18 X 1/2 THICK, STAINLESS STEEL BASE PLATE TO BE MOUNTED BETWEEN THE RAIL BASE AND WET WELL BOTTOM. IV, ELECTRICAL 1, ALL ELECTRICAL INSTALLATIONS SHALL COMPLY WITH THE N,E,C,, LATEST EDITION, AND ANY SUPERSEDING LOCAL CODE. 2. ALL CONDUCTORS SHALL BE COPPER, INSTALLED IN CONDUIT WHERE EXPOSED OR BURIED, 3. PUMP STATION CONTROL PANEL SHALL BE A MODIFIED INDIAN RIVER COUNTY, REMOTE TELEMETRY TYPE DESIGN INCORPORATING THE FEATURES INDICATED ON THE SCHEMATIC, PANEL ENCLOSURE SHALL BE WEATHERPROOF NEMA 3R STAINLESS STEEL, PANEL SHALL BE AS MANUFACTURED BY 'ELECTRIC SPECIALTIES', OR APPROVED EQUAL. V. INSTALLATION 1, THE PUMP STATION SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C478 STANDARDS, PIPING SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C600 STANDARDS. THE FORCE MAIN SHALL BE PRESSURED TESTED AND APPROVED IN ACCORDANCE WITH AWWA C600 STANDARDS PRIOR TO FINAL APPROVAL. 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AGAINST FLOATATION OF THE WET WELL UNTIL ALL BACKFILL IS IN PLACE. 3. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL BE COMPACTED TO A MINIMUM 98% DENSITY AS MEASURED BY THE A,A,S,H,T,❑. T-180 TEST METHOD. 4. ALL FITTINGS AND MECHANICAL COMPONENTS IN THE VALVE VAULTS SHALL HAVE CONCRETE SUPPORTS TO PREVENT THE TRANSMITTAL OF SHEAR FORCES ONTO THE DUCTILE IRON PIPE, 5. ALL MECHANICAL EQUIPMENT INSIDE THE WET WELL AND VALVE VAULT SHALL RECEIVE TWO (2) COATS (8 MILL MIN, THICKNESS PER COAT) OF COAL TAR EPDXY UPON COMPLETION OF ASSEMBLY, NO. REVISION DATE INDIAN RIB/ DRIVE - S BASTIAN DATE, JANUARY, 1997 CARTER ASSOCIATES,���•WASTEWATER IMPROVEMENTS SHEET A,PROJ. N❑i 96-80Ez �Q��J IS V1'J LrJ��ItV � j pQ(JO �l C� 11�[ �J DRAWN BYi S,D,S. Serving Florida PUMP STATION DETAILS 4 CONSULTING ENGINEERS AND LAND SURVEYORS � SEAL 3 p APPR. BY o D. F , L , S1IlCe 1911 STEVE SN❑BE:RGER DATEEl F 4 FOR 1708 21 st STREET, VERO BEACH, FL 32960 PUMP STATION DRAW. N❑P 893-96E FLORIDA P , E , # 35636 PLAN, SECTION, DETAILS & NOTES g &L,G= H ��9HDN � IEH pQ®p � 70Mp b F. B. N❑o N/A PAGEi N/A 561-562---4191 FAX: 561-562-71807 PUMPING STATION DATA TABLE LIFT STATION NUMBER PUMPING CAPACIT G,P,M. 110 PRIMARY TOTAL HEAD (a) FEET 150 CONDITION EFFICIENCY % N/A INTER— PUMPING CAPACIT G,P,M, 120 MEDIATE TOTAL HEAD FEET 75 CONDITION EFFICIENCY % N/A PUMPING CAPACIT G.P.M, 70 SECONDARY CONDITION TOTAL HEAD(*) FEET 180 EFFICIENCY % N/A MIN. SOLIDS PASS. IMPELLER INCHES SLURRY PUMP MANUFACTURER ABS PUMP MODEL NUMBER NO. PIRANHA 13 PUMP IMPELLER MM, 193 PUMP SPEED (DESIGN) R,P,M, 3450 MOTOR NAMEPLATE H.P, H.P. 13.4 MAX, PUMP BRAKE H,P. H.P. 13.4 MAX. NPSHR @ SECONDARY FEET N/A MAX, MOTOR SPEED R.P.M. 3450 DES. INFLUENT RAM PEAK G.P.M. 110 MIN, PUMP CYCLE TIME MINS. 23 WET WELL TOP ELEV, +9,00 APPROXIMATE GRADE ELEV. +8.7 ALARM SIGNAL ON ELEV, ELEV,'A' —3,75 LEAD PUMP ON ELEV. C+) ELEV,'B' —4.25 LEAD PUMP ON ELEV, C+> ELEV,°C' —4.75 PUMPS OFF ELEVATION ELEV.'D' —6.25 BOTTOM OF WET WELL ELEV,'E—7,50 PUMP WILL OPERATE BETWEEN PRIMARY `) AND SECONDARY POINTS. N cpS ----- 16" D.I.P. W.M. -- — — ___ _ + 7.0 CONTROL PANEL AND R,T,U, ANTENNA VALVE BOX + 5.0 + STRUCTURE PENETRATIONS SHALL BE CORE BORED OR PRECAST. STRUCTURE TO PIPE CONNECTIONS FOR ALL PIPE OVER 2 INCHES SHALL BE BY USE OF A NEOPRENE BOOT WITH STAINLESS STEEL FASTNER AS MANUFACTURED BY 'KOR-N-SEAL, INC.' OR AN APPROVED EQUAL, THE ANULAR SPACE BETWEEN ALL PIPE PENETRATIONS AND THE STRUCTURE SHALL BE FILLED WITH ANTI -HYDRO GROUT, PIPE OPENING = PIPE O.D. + 6' OR AS REQUIRED BY BOOT MFG, - ---------------- // /. +7.0 r- 6' +�a WW e Ir +8.0 ® +7.0 u' X"rp " +5.0 +4.0 o� 2-INCH THICK CRUSHED ROCK DRIVE ON 8' THICK STABILIZED ro o'� SUBGRADE (MIN, F,B,V, = 75) PLANT 12 LIGUSTRUMS AROUND PUMP STATION NO CONSTRUCTION NORTH OF THIS PROPERTY LINE 44¢ FILL SLOPE @ 3 1 GRADE (MIN,) EXCEPT @ NORTH END, SOD ALL FINISH SLOPES AFTER COMPACTION, �� �--- 2 0' x 2 0' UTILITY EASEMENT PR❑VIDE SILT FENCE AND HAY BALES AROUND CONSTRUCTION SITE TO PREVENT RUNOFF INTO THE INDIAN RIVER, REMOVE AFTER PROJECT COMPLETION, NOTE; MAINTAIN ALL EXCAVATED MATERIAL IN UPLAND RIGHT-OF-WAY OR FILL SLOPE, PUMP STATION SITE PLAN N.T.S. PUMP STATION GENERAL NOTES I, GENERAL 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY DEPARTMENT SPECIFICATIONS AND SUBJECT TO THE DEPARTMENT'S INSPECTION AND APPROVAL. 2. FIVE (5) SETS OF SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL OF ALL STRUCTURES, MECHANICAL, ELECTRICAL EQUIPMENT, AND PIPE MATERIALS. NO COMPONENTS SHALL BE SHIPPED TO THE PROJECT SITE WITHOUT FIRST HAVING RECEIVED SHOP DRAWING APPROVAL FROM THE OWNER'S ENGINEER. 3. CONTRACTOR SHALL C❑ORDINATE WITH THE SUPPLIER OF INDIAN RIVER COUNTY'S REMOTE TELEMETRY SYSTEM AND PROVIDE ALL COMPONENTS NECESSARY TO REMOTELY MONITOR AND CONTROL THE PROPOSED LIFT STATION, THE CONTRACTOR SHALL PROVIDE IN HIS BID ALL TIME AND LABOR AS NEEDED FOR TECHNICAL ADJUSTMENT AND SUPPORT OF THE REMOTE TELEMETRY INSTALLATION. II. STRUCTURAL 1, ALL STRUCTURES SHALL BE PRECAST, STEEL REINFORCED CONCRETE IN ACCORDANCE WITH A,S,T,M. C478 FOR THE WET WELL AND F.D.O.T. INDEX 232 FOR THE VALVE BOXES, EXCEPT AS OTHERWISE SHOWN OR CALLED FOR ON THE PLANS. 2, ALL PRECAST CONCRETE STRUCTURES SHALL BE MINIMUM 4000 PSI AT 28 DAYS, USING TYPE II CEMENT. 3, REINFORCING STEEL FOR HORIZONTAL SLABS SHALL BE GRADE 60, FABRICATED AND PLACED IN ACCORDANCE WITH THE A,C.I, CODE, SPLICES SHALL BE 6 TIMES THE BAR DIAMETER NUMBER SIZE OR 18' MIN, UNLESS OTHERWISE NOTED (STAG. SPL,, TYP.), 4. WET WELL WALL SHALL CONTAIN A MIN, OF 0.22 SQ,IN./LINEAR FOOT REINFORCEMENT, IN THE VERTICAL AND HORIZONTAL DIRECTIONS. 5. ALL EXPOSED EDGES OF CONCRETE STRUCTURES SHALL HAVE 3/4 INCH CHAMFERS. 6. THE DIMENSIONAL DRAWINGS AND DESIGN ARE BASED UPON THE USE OF 'ABS', MODEL AFP 1001 4P PUMPS, SHOULD ALTERNATE PUMPS BE SUBMITTED FOR CONSIDERATION, CONTRACTOR MUST DEMONSTRATE AND BE RESPONSIBLE FOR COMPATIBILITY WITH THE DESIGN AND DIMENSIONAL REQUIREMENTS OF ALL PUMPING AND ANCILLARY EQUIPMENT. FLYGT PUMPS MAY BE CONSIDERED AS ALTERNATES, 7. THE WET WELL SHALL RELIEVE A CAST IN PLACE INTERNAL LINING SYSTEM, CONSISTING OF 'DURA PLATE 100', OR APPROVED EQUAL, III, MECHANICAL 1. ALL PUMP STATION DISCHARGE PIPING SHALL BE MINIMUM THICKNESS CLASS 53 DUCTILE IRON PIPE WITH A MINIMUM 40 MIL THICK CERAMIC EPDXY LINING AND BITUMINOUS COATING, PIPE ENDS SHALL BE FACTORY APPLIED FLANGES INSIDE ALL STRUCTURES AND PLAIN END OUTSIDE ALL STRUCTURES FOR INSERTION INTO FITTINGS AND VALVES. NO FLANGE ADAPTERS SHALL BE PERMITTED. 2, FITTINGS SHALL BE COMPACT DUCTILE IRON WITH THE SAME LINING AND COATING AS DISCHARGE PIPE, 3, CHECK VALVES SHALL BE 'CL❑W' MODEL F-5382 OR APPROVED EQUAL, PLUG VALVES SHALL BE 'DEZURIK' SERIES 100 OR APPROVED EQUAL. INTERIOR VALVE BODIES SHALL BE FACTORY EPDXY LINED. VALVE EXTERIOR SHALL BE STANDARD BITUMINOUS COATED, 4. ALL BURIED DISCHARGE PIPE CONNECTIONS, OTHER THAN SLEEVED CONNECTIONS AS SHOWN, SHALL BE RESTRAINED USING 'EBBA—IRON', MEGALUG SERIES 1100 RESTRAINTS, NO RETAINER GLANDS SHALL BE PERMITTED. 5. THE STAINLESS STEEL CABLE HOLDER SHALL BE LOCATED ON THE OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE, 6. EACH PUMP SHALL BE PROVIDED WITH A STAINLESS STEEL LIFTING BAIL, 7, EACH PUMP SHALL BE PROVIDED WITH A MINIMUM 18 X 18 X 1/2 THICK, STAINLESS STEEL BASE PLATE TO BE MOUNTED BETWEEN THE RAIL BASE AND WET WELL BOTTOM. IV, ELECTRICAL 1, ALL ELECTRICAL INSTALLATIONS SHALL COMPLY WITH THE N,E,C,, LATEST EDITION, AND ANY SUPERSEDING LOCAL CODE. 2. ALL CONDUCTORS SHALL BE COPPER, INSTALLED IN CONDUIT WHERE EXPOSED OR BURIED, 3. PUMP STATION CONTROL PANEL SHALL BE A MODIFIED INDIAN RIVER COUNTY, REMOTE TELEMETRY TYPE DESIGN INCORPORATING THE FEATURES INDICATED ON THE SCHEMATIC, PANEL ENCLOSURE SHALL BE WEATHERPROOF NEMA 3R STAINLESS STEEL, PANEL SHALL BE AS MANUFACTURED BY 'ELECTRIC SPECIALTIES', OR APPROVED EQUAL. V. INSTALLATION 1, THE PUMP STATION SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C478 STANDARDS, PIPING SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C600 STANDARDS. THE FORCE MAIN SHALL BE PRESSURED TESTED AND APPROVED IN ACCORDANCE WITH AWWA C600 STANDARDS PRIOR TO FINAL APPROVAL. 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AGAINST FLOATATION OF THE WET WELL UNTIL ALL BACKFILL IS IN PLACE. 3. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL BE COMPACTED TO A MINIMUM 98% DENSITY AS MEASURED BY THE A,A,S,H,T,❑. T-180 TEST METHOD. 4. ALL FITTINGS AND MECHANICAL COMPONENTS IN THE VALVE VAULTS SHALL HAVE CONCRETE SUPPORTS TO PREVENT THE TRANSMITTAL OF SHEAR FORCES ONTO THE DUCTILE IRON PIPE, 5. ALL MECHANICAL EQUIPMENT INSIDE THE WET WELL AND VALVE VAULT SHALL RECEIVE TWO (2) COATS (8 MILL MIN, THICKNESS PER COAT) OF COAL TAR EPDXY UPON COMPLETION OF ASSEMBLY, NO. REVISION DATE INDIAN RIB/ DRIVE - S BASTIAN DATE, JANUARY, 1997 CARTER ASSOCIATES,���•WASTEWATER IMPROVEMENTS SHEET A,PROJ. N❑i 96-80Ez �Q��J IS V1'J LrJ��ItV � j pQ(JO �l C� 11�[ �J DRAWN BYi S,D,S. Serving Florida PUMP STATION DETAILS 4 CONSULTING ENGINEERS AND LAND SURVEYORS � SEAL 3 p APPR. BY o D. F , L , S1IlCe 1911 STEVE SN❑BE:RGER DATEEl F 4 FOR 1708 21 st STREET, VERO BEACH, FL 32960 PUMP STATION DRAW. N❑P 893-96E FLORIDA P , E , # 35636 PLAN, SECTION, DETAILS & NOTES g &L,G= H ��9HDN � IEH pQ®p � 70Mp b F. B. N❑o N/A PAGEi N/A 561-562---4191 FAX: 561-562-71807 N cpS ----- 16" D.I.P. W.M. -- — — ___ _ + 7.0 CONTROL PANEL AND R,T,U, ANTENNA VALVE BOX + 5.0 + STRUCTURE PENETRATIONS SHALL BE CORE BORED OR PRECAST. STRUCTURE TO PIPE CONNECTIONS FOR ALL PIPE OVER 2 INCHES SHALL BE BY USE OF A NEOPRENE BOOT WITH STAINLESS STEEL FASTNER AS MANUFACTURED BY 'KOR-N-SEAL, INC.' OR AN APPROVED EQUAL, THE ANULAR SPACE BETWEEN ALL PIPE PENETRATIONS AND THE STRUCTURE SHALL BE FILLED WITH ANTI -HYDRO GROUT, PIPE OPENING = PIPE O.D. + 6' OR AS REQUIRED BY BOOT MFG, - ---------------- // /. +7.0 r- 6' +�a WW e Ir +8.0 ® +7.0 u' X"rp " +5.0 +4.0 o� 2-INCH THICK CRUSHED ROCK DRIVE ON 8' THICK STABILIZED ro o'� SUBGRADE (MIN, F,B,V, = 75) PLANT 12 LIGUSTRUMS AROUND PUMP STATION NO CONSTRUCTION NORTH OF THIS PROPERTY LINE 44¢ FILL SLOPE @ 3 1 GRADE (MIN,) EXCEPT @ NORTH END, SOD ALL FINISH SLOPES AFTER COMPACTION, �� �--- 2 0' x 2 0' UTILITY EASEMENT PR❑VIDE SILT FENCE AND HAY BALES AROUND CONSTRUCTION SITE TO PREVENT RUNOFF INTO THE INDIAN RIVER, REMOVE AFTER PROJECT COMPLETION, NOTE; MAINTAIN ALL EXCAVATED MATERIAL IN UPLAND RIGHT-OF-WAY OR FILL SLOPE, PUMP STATION SITE PLAN N.T.S. PUMP STATION GENERAL NOTES I, GENERAL 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY DEPARTMENT SPECIFICATIONS AND SUBJECT TO THE DEPARTMENT'S INSPECTION AND APPROVAL. 2. FIVE (5) SETS OF SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL OF ALL STRUCTURES, MECHANICAL, ELECTRICAL EQUIPMENT, AND PIPE MATERIALS. NO COMPONENTS SHALL BE SHIPPED TO THE PROJECT SITE WITHOUT FIRST HAVING RECEIVED SHOP DRAWING APPROVAL FROM THE OWNER'S ENGINEER. 3. CONTRACTOR SHALL C❑ORDINATE WITH THE SUPPLIER OF INDIAN RIVER COUNTY'S REMOTE TELEMETRY SYSTEM AND PROVIDE ALL COMPONENTS NECESSARY TO REMOTELY MONITOR AND CONTROL THE PROPOSED LIFT STATION, THE CONTRACTOR SHALL PROVIDE IN HIS BID ALL TIME AND LABOR AS NEEDED FOR TECHNICAL ADJUSTMENT AND SUPPORT OF THE REMOTE TELEMETRY INSTALLATION. II. STRUCTURAL 1, ALL STRUCTURES SHALL BE PRECAST, STEEL REINFORCED CONCRETE IN ACCORDANCE WITH A,S,T,M. C478 FOR THE WET WELL AND F.D.O.T. INDEX 232 FOR THE VALVE BOXES, EXCEPT AS OTHERWISE SHOWN OR CALLED FOR ON THE PLANS. 2, ALL PRECAST CONCRETE STRUCTURES SHALL BE MINIMUM 4000 PSI AT 28 DAYS, USING TYPE II CEMENT. 3, REINFORCING STEEL FOR HORIZONTAL SLABS SHALL BE GRADE 60, FABRICATED AND PLACED IN ACCORDANCE WITH THE A,C.I, CODE, SPLICES SHALL BE 6 TIMES THE BAR DIAMETER NUMBER SIZE OR 18' MIN, UNLESS OTHERWISE NOTED (STAG. SPL,, TYP.), 4. WET WELL WALL SHALL CONTAIN A MIN, OF 0.22 SQ,IN./LINEAR FOOT REINFORCEMENT, IN THE VERTICAL AND HORIZONTAL DIRECTIONS. 5. ALL EXPOSED EDGES OF CONCRETE STRUCTURES SHALL HAVE 3/4 INCH CHAMFERS. 6. THE DIMENSIONAL DRAWINGS AND DESIGN ARE BASED UPON THE USE OF 'ABS', MODEL AFP 1001 4P PUMPS, SHOULD ALTERNATE PUMPS BE SUBMITTED FOR CONSIDERATION, CONTRACTOR MUST DEMONSTRATE AND BE RESPONSIBLE FOR COMPATIBILITY WITH THE DESIGN AND DIMENSIONAL REQUIREMENTS OF ALL PUMPING AND ANCILLARY EQUIPMENT. FLYGT PUMPS MAY BE CONSIDERED AS ALTERNATES, 7. THE WET WELL SHALL RELIEVE A CAST IN PLACE INTERNAL LINING SYSTEM, CONSISTING OF 'DURA PLATE 100', OR APPROVED EQUAL, III, MECHANICAL 1. ALL PUMP STATION DISCHARGE PIPING SHALL BE MINIMUM THICKNESS CLASS 53 DUCTILE IRON PIPE WITH A MINIMUM 40 MIL THICK CERAMIC EPDXY LINING AND BITUMINOUS COATING, PIPE ENDS SHALL BE FACTORY APPLIED FLANGES INSIDE ALL STRUCTURES AND PLAIN END OUTSIDE ALL STRUCTURES FOR INSERTION INTO FITTINGS AND VALVES. NO FLANGE ADAPTERS SHALL BE PERMITTED. 2, FITTINGS SHALL BE COMPACT DUCTILE IRON WITH THE SAME LINING AND COATING AS DISCHARGE PIPE, 3, CHECK VALVES SHALL BE 'CL❑W' MODEL F-5382 OR APPROVED EQUAL, PLUG VALVES SHALL BE 'DEZURIK' SERIES 100 OR APPROVED EQUAL. INTERIOR VALVE BODIES SHALL BE FACTORY EPDXY LINED. VALVE EXTERIOR SHALL BE STANDARD BITUMINOUS COATED, 4. ALL BURIED DISCHARGE PIPE CONNECTIONS, OTHER THAN SLEEVED CONNECTIONS AS SHOWN, SHALL BE RESTRAINED USING 'EBBA—IRON', MEGALUG SERIES 1100 RESTRAINTS, NO RETAINER GLANDS SHALL BE PERMITTED. 5. THE STAINLESS STEEL CABLE HOLDER SHALL BE LOCATED ON THE OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE, 6. EACH PUMP SHALL BE PROVIDED WITH A STAINLESS STEEL LIFTING BAIL, 7, EACH PUMP SHALL BE PROVIDED WITH A MINIMUM 18 X 18 X 1/2 THICK, STAINLESS STEEL BASE PLATE TO BE MOUNTED BETWEEN THE RAIL BASE AND WET WELL BOTTOM. IV, ELECTRICAL 1, ALL ELECTRICAL INSTALLATIONS SHALL COMPLY WITH THE N,E,C,, LATEST EDITION, AND ANY SUPERSEDING LOCAL CODE. 2. ALL CONDUCTORS SHALL BE COPPER, INSTALLED IN CONDUIT WHERE EXPOSED OR BURIED, 3. PUMP STATION CONTROL PANEL SHALL BE A MODIFIED INDIAN RIVER COUNTY, REMOTE TELEMETRY TYPE DESIGN INCORPORATING THE FEATURES INDICATED ON THE SCHEMATIC, PANEL ENCLOSURE SHALL BE WEATHERPROOF NEMA 3R STAINLESS STEEL, PANEL SHALL BE AS MANUFACTURED BY 'ELECTRIC SPECIALTIES', OR APPROVED EQUAL. V. INSTALLATION 1, THE PUMP STATION SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C478 STANDARDS, PIPING SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C600 STANDARDS. THE FORCE MAIN SHALL BE PRESSURED TESTED AND APPROVED IN ACCORDANCE WITH AWWA C600 STANDARDS PRIOR TO FINAL APPROVAL. 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AGAINST FLOATATION OF THE WET WELL UNTIL ALL BACKFILL IS IN PLACE. 3. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL BE COMPACTED TO A MINIMUM 98% DENSITY AS MEASURED BY THE A,A,S,H,T,❑. T-180 TEST METHOD. 4. ALL FITTINGS AND MECHANICAL COMPONENTS IN THE VALVE VAULTS SHALL HAVE CONCRETE SUPPORTS TO PREVENT THE TRANSMITTAL OF SHEAR FORCES ONTO THE DUCTILE IRON PIPE, 5. ALL MECHANICAL EQUIPMENT INSIDE THE WET WELL AND VALVE VAULT SHALL RECEIVE TWO (2) COATS (8 MILL MIN, THICKNESS PER COAT) OF COAL TAR EPDXY UPON COMPLETION OF ASSEMBLY, NO. REVISION DATE INDIAN RIB/ DRIVE - S BASTIAN DATE, JANUARY, 1997 CARTER ASSOCIATES,���•WASTEWATER IMPROVEMENTS SHEET A,PROJ. N❑i 96-80Ez �Q��J IS V1'J LrJ��ItV � j pQ(JO �l C� 11�[ �J DRAWN BYi S,D,S. Serving Florida PUMP STATION DETAILS 4 CONSULTING ENGINEERS AND LAND SURVEYORS � SEAL 3 p APPR. BY o D. F , L , S1IlCe 1911 STEVE SN❑BE:RGER DATEEl F 4 FOR 1708 21 st STREET, VERO BEACH, FL 32960 PUMP STATION DRAW. N❑P 893-96E FLORIDA P , E , # 35636 PLAN, SECTION, DETAILS & NOTES g &L,G= H ��9HDN � IEH pQ®p � 70Mp b F. B. N❑o N/A PAGEi N/A 561-562---4191 FAX: 561-562-71807 0 NCB E® u� u PL®3 04 CB3&4 CB2 CB1 ET1 Ln up p p PL®1 ®®2 0 ® 0 SS1 PB1 SS2 RESET GFI E P O O 2' (MIN.) PVC CONDUIT TO WET WELL, CONFIRM WITH PUMP MFGR. / GROUSE HINDS TYPE 'CGB' CONNECTOR, FURNISH WITH PUMP —� PROVIDE BUSHING TO FIT CABLE — PVC CONDUIT TO WET WELL VARIES GEN. RECP. RAINSHIE�LD LATCH PAD LOCK TAB ninr nrui SERVICE DISCONNECT RED COLOR FLASHING ALARM LIGHT WITH CAGE (VISIBLE 360° IN AN UPRIGHT P❑SITI❑N, ALUMINUM UNISTRUT R.T.U. BRACING \2 REQ'D. THIS SIDE __ �_____ -�� o CONTROL PNL, STAINLESS STEEL SCHEDULE 40 SUPPORT POSTS, W/ PVC CAPS, # 3/0 BARE COPPER WIRE 12' MIN. GROUND CLAMP FINISH GRADE I 'II a r I II'.' CONCRETE SUPPORT a' : i 2' MIN. :6 3000 PSI POURED AGAINST CONDUIT TO POWER .':I `,. II !' ':o t.� UNDISTURBED SOIL, POLE SEE SITE PLAN �! 1. I .. � u 5/8' DIA, X 12' LONG (MIN.) COPPERCLAD GROUND ROD CONDUITS TO WET WELL AND OTHERS (SEE ELEC. DISTRIBUTION DETAIL) • '' • i WASTEWATER IMPROVEMENTS Foy ALAN SCH4MMER PROPERTIES PDB CB2 CB1 uu u u CB3&4 M1 M2 GRD 0 00 SERVICE DISCONNECT (STAINLESS STEEL) ENCASED PLAN VIEW NOTES: 1-ENCLOSURE: NEMA 3R STAINLESS STEEL 2-MATERIAL: 14 GAUGE #304 STN STL. 3-CONSTRUCTION: FORMED AND WELDED 4-FINISH: NO. 2B BRUSHED 5-HINGE: CONTINUOUS STAINLESS STEEL 6-GASKET: RUBBER EDGE TYPE 7-LATCHES: STAINLESS STEEL DRAW DOWN TYPE 8-INNER DOOR TO HAVE HOLD OPEN ARM NAMEPLATES: PB1-ALARM SILENCE PL1/SS1-PUMP # 1 ON PL2/SS2-PUMP # 2 ON PL3-SEAL FAILURE PUMP # 1 PL4-SEAL FAILURE PUMP # 2 NCB -NORMAL POWER ECB-EMERGENCY POWER C61-PUMP # 1 C82-PUMP # 2 C83-CONTROL POWER C84-GFI RECEPTACLE J PUMP STATI❑N R.T.U, SYSTEM SHALL INCLUDE THE F❑LL❑WING= - 316 SS ENCLOSURE FOR UNISTRUT MOUNTING - RADIO INTERFACE MODULE/RADIO - PUMP CONTROL MODULE - POWER SUPPLY MODULE - SPARE MODULE POSITIONS - BACKUP BATTERY - ANTENNA & TOWER - SPARE PC BOARD ALL MOUNTING AND CONNECTIONS TO THE MODULES SHALL BE UNDER THE DIRECT OBSERVATION OF A REPRESENTATIVE OF THE R.T.U.'S MANUFACTURER. CONTROL PANEL 3R. (STAINLESS STEEL) R.T.U. R,T,U. ANTENNA SET IN CONCRETE SLAB 1, ELECTRIC SERVICE SHALL BE 3 PHASE, 2. ALARM HORN SHALL BE SEALED TO PREVENT LEAKAGE INTO PANEL, 3, CONTROL PANEL TO BE APPROVED BY UTILITY BEFORE INSTALLATION, 4, BOTTOM OF PANEL TO BE 28' TO 34' ABOVE GROUND, 5. DISCONNECT BETWEEN SERVICE AND PANEL TO BE STAINLESS STEEL NON FUSABLE, 6, ALL HARDWARE AND FASTENERS TO BE STAINLESS STEEL, 5, R,T,U, ANTENNA SHALL BE MOUNTED ON 'UNARC❑-R❑HN', MODEL 20 TOWER SECTION TO MIN, HEIGHT REQUIRED BY R,T,U, MFG, AND TO MANUFACTURER'S INSTALLATION RECOMMENDATIONS/DETAILS, DATEo JANUARY, 1997 PROJ. NOo 96-BOE DRAWN BYi S.D.S, APPD, BYi D.F.L. DRAW. NO 893-96E F. B. NO N/A PAGE N/A L1 --o� 230V, 30, 4 WIRE L2 ---0 a-f MIN.: 3-2P do 1-4N L3 — 0 NCB I N CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21st STREET, VERO BEACH, FL 32960 561-562-4191 FAX: 561-562-7180 LA mZ TB RUN ..�.{ 120VAC MS TB ..._.� POWER Serving Florida Since 1911 N e X.%0 t 2 3 a d PHASE A PHASE 8 PHASE C J T1 1J T2 PUMP )CjJ1 T3 NO. 1 1 M1 OL M1 T87 RES Tgg M1 11 AUX RUN T1 T2 PUMP J T3 NO. 2 l M2 OL M2 TB RES TB M2 --- 11 AUX RUN 15A GFI CONY. RECEPTACLE CONTROL PANEL WITH R.T.U. STEVE SNOBERGER DATE FLORIDA P,E, # 35636 NOTE: THIS CIRCUIT IS NOT INTRINSICALLY SAFE. TB BIAS+ (+12VDC) TB HIGH ALM. TB Hlai FLT FS4 TB LAG TH LAG —�— FLT FS1 TB LEAD TB LEAD F LT FS2 TB OFF TB OFF —0—�FS1 FLT TB LOW TB Low FLT FS5 TB A I SIL ��0 ALM PB1 SIL TB PM TB EXT --� PM TB SFR1 SFR2 TB SEAL FAIL WASTEWATER IMPROVEMENTS SEAL PUMP STATION DETAILS PUMP STATION TYPICAL CONTROL PANEL &SCHEMATIC SHEET 5 7 SPACE AROUND OUTSIDE OF PIPE SHALL BE COMPLETELY FILLED WITH U.S,F, DWG, NO, 420A OR EQUAL NON -SHRINK GROUT, REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCING STEEL AROUND ❑UTSIDE OF PIPE, CFOR FIELD INSTALLATION) 4' CAP 2'x4`x4' LONG MANHOLE COVER, LETTERS PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS P.T. WOOD STAKE MARKED "SANITARY SEWER", STEEL ACCESORIES AS MANUFACTURED BY KOR-N-SEAL INC. (FOR PAINTED RED (TYP,) PRECAST HOLES) 4' CAP TOP OF CAP TOP OF CAP 22-3/4' 2® 2'x4°x4' LONG AT GRADE AT GRADE I P.T. WOOD STAKE PROPERTY LINE (TYP') CTYP) PAINTED RED (TYP.) H.P. ELEV. OF FILL CONCRETE DEPTH TO DETERMINED IN THE SINGLE SERVICE E ❑F ROAD CROWN FFIELD AS REQUIRED TO AVOID AS SHOWN ON ELEVATION OF ROAD T❑ BE SAME AS O.D. ❑F PIPE UTILITIES CTYP.) STANDARD ❑ ❑ LATERAL DETAIL 4' CLEANOUT & CAP COVER 4' CLEANOUT 6 CAP DRAWING NO. S-1 STAND PIPE STAND PIPE PROPERTY 000 ❑ PROPERTY t OF ROAD LINE PROPERTY ELEVATION CROWN MIN. SLOPE 1/4' PER FT, LINE LINE STAND E PIPET USE GREATER SLOPE 4' CLEANOUT 22-15/16 13F ROAD ❑ ❑ a ' WHERE POSSIBLE 20-5/8' STAND PIPE 6' TYP. � • ®, �d. I 7' ." ® ,. 6'x4' TYPICAL TRENCH CONTOUR ®` " 6` X 4' 6' X 4' M SWEEP DURING CONSTRUCTION 6 SWEEP SWEEP 6' CAP MIN. 3' 6' BENDS AS REQ'D, SWEEP DEPTH TO BE SWEEP ELEVATI ❑ N 3'-0' -"I 24-3/4 DETERMINED IN THE 3,_❑, 6', 30° LONG FIELD AS REQUIRED TO 4' CLEAN OUT SINGLE SERVICE 5/8 PIPE I.D. PIPE OPENING PIPE O.D. + 6' RADIUS BEND �. 3/4' AV❑ID UTILITIES. CTYP.) STAND PIPE "'�" GRAVEL DBL. SERVICE a DOUBLE SERVICE WRAP WITH CONCEALED WATERTIGHT FRAME SECTI ❑ N As SHOWN ON CONTINUE GRAVEL BED ri"m DETECTION TAPE PICKH❑LE STANDARD o w 'r PIPEE INTO UNDISTURBED ARALLEL TO ELEVATItNV STURBED STANDARD Y BRANCHES 6 ❑ N LATERAL DETAIL A SOIL TO PROPERTY LINE TO BE LOCATED IN THE FIELD 4' CLEANOUT DRAWING N0. S-1 SAND �` BED NOTES PIPE INVERT STANDARD 'Y' BRANCH TO BE LOCATED IN FIELD PIPE OPENING D ETA I L INSTALLED PLUG A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS, CTYP) WRAP WITH SAND EXCAVATION DETECTION TAPE �4' CLEANOUT °C w 6 BENDS AS STANDARD MANHOLE CASTING REQUIRED O PROPERTY 0- 1 6' LINE 3/4' GRAVEL ® 6' DOUBLE °Y' OF SEWER MAIN TO BE ON OF STREET UNLESS SEE MANHOLE DETAIL CFOR FIELD SEE PIPE OPENING 24' FROM EDGE OF MANHOLE g 6' OTHERWISE SHOWN ❑N PLANS TO ❑UTSIDE OF BELL 24' 2'x4'x4° LONG EFFLUENT & INSTALLATION) MAY INFLUENT DETAIL OR P.E. JOINT CTYP) MIN. P.T.WOOD STAKE BE PRECAST, >- PAINTED RED CTYP.) MANHOLE �- FRAME & FINISH GRADE SECTION H-H w w COVER U.S. FOUNDRY DWG. NO. 420A ROCK EXCAVATION Ce PLAN VIEW 2 COURSES MIN. z 6 CAS MAX O .g .. .'._.•i^t CONCENTRIC I.24 / "'- "'�'°:? «.,.::., •�•:.�v ;:<;:,:. . U PIPE TO MANHOLE CONNECTION NOTE NOTE CONE TO BE NEOPRENE BOOT WITH SEE PIPE W STAINLESS STEEL ACCESSORIES 1. 3/4' GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6' IN DIAMETER. OPENING w e AS MANUFACTURED BY SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL �► � FILL C❑NCRETE IT DETAIL v ( KOR-N-SEAL OR APP. (FOR SERVICE LATERALS. D D > > SLOPS i PRECAST HOLES). 2. ALL LATERALS TO BE PVC C SDR35) AS SHOWN, 3. ALL LATERALS TO BE PVC (SDR35) AS SHOWN. FILL r.:r ... " 2'/FT. CONCRETE u ice. . J • • , S" ELEVATION g' 4'-0' I.D. 8' PIPE INVERT 6'-4' O.D. PIPE JOINT DETAIL AT MANHOLE (DEEP SEWER) (SHALLOW SEWER) ELEVATION SECTION D- 1. NOTE MODIFIED RISER LATERAL STANDARD LATERAL 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS TO BE USED WHEN CUT CLASSIFICATION IS 6'0,f OR LESS MANHOLE EFFLUENT & INFLUENT STANDARD SHALLOW MANHOLE SEE MANHOLE EFFLUENT MANHOLE TES STANDARD SEE MANHOLE & INFLUENT DETAIL 'T' BRANCH EFFLUENT 6 MANHOLE FRAME &COVER INFLUENT DETAIL LEVELING RINGS U.S. FOUNDRY DWG. NO, 420A 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MIN, TO 2 COURSES MIN. MEET OR EXCEED A.S.T.M. A 185. 6 COURSES MAX. CUT 2. ALL CEMENT TO BE TYPE IL �1 CLASSIFICATION 17 L HEIGHT 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN. 3,000 P.S.I, TO T MEET OR EXCEED A.S.T.M. C 478. B _ T24 3/4° � 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL W CONCRETE FINISHED SMOOTH WITH STEEL TROWEL, (4 w ¢ J W 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8'. 6' MIN FLEXIBLE PLASTIC RAMNECK GASKET ¢ _ LO � z 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR CTYP.) O/E o EPDXY AND TWO COATS OUTSIDE. (KOP-COAT 300-M OR EQUAL). Q a SLOPE 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA, 8' 5'-0' I.D. 8' THREADED CAP PIPE INVERT a. ST A ST N C3 SEE PIPE DETAG IL C 8 C 81 4'-0' I.D. _;Q, PIPE 5/8 PIPE I.D. B i SLOPE INVERT DROP LESS f AINLESS STEEL 2'/FT. I THAN 24' RAPS TANDARD LONG . �:. �;.�. •.. ..••::•• ••;:•.,.:• a ►- 6' MIN. -i • � cv (TYP.) ADIUS ELBOW O 2'/FT. 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. IT -8• 4'-0• I.D.' 9 BOTTOM SECTION TO BE MONOLITHIC POUR. SEE PIPE FILL OR 5'-0' I.D. o FILL CONCRETE OPENING DETAIL CONCRETE A SEE PIPE o A U- 10, CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL OPENING ex Q z z STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE FORMED. FILL CONCRETE DETAIL j PIPE > STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE ELEVATION SECTION C-C ® INVERT POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION ELEVATION SECTION B-B 6' MIN, ---� •..., °D DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. (TYP) ' ' `' ' ` '' ~' 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN SEE MANHOLE FLOOD ZONES. EFFLUENT & 12, NO, 40 BARS 9' O.C. EACH WAY IN SLAB (TOP AND BOTTOM). INFLUENT DETAIL 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING T ❑ BE USED WHERE DROP IS 2' ❑ R MORE T ❑ BE USED WHERE DROP 13 LESS THAN 2' AND EXITING MANHOLES. ELEVATION SECTION A -A 14, 2 COURSES MIN, 6 COURSES MAX. BETWEEN ALL PRECAST MANHOLE TOPS AND CASTINGS, 15. 3/4' CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12' TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" SHALL BE PROVIDED AS REQUIRED BY I.R,C,D.U.S. NOTES 16, TRAFFIC BEARING LIDS ARE REQUIRED AS PER DETAIL. 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE 1. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE 2. 2' WIDE STAINLESS STEEL STRAPS WITH 4' LONG STAINLESS STEEL NOTES IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. 1. USE 5'-0' I.D. MANHOLE AS DIRECTED BY THE ENGINEER, 18. A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS, STANDARD DEEP MANHOLE MANHOLE NOTES TYPE ))A') DROP MANHOLE -TYPE" B DROP MANHOLE NO . REVISION DATE �I��AN RIVER DRIVE �� TAN DATE, DECEMBER, 1996 PROD. N❑ t 96-80E CA IR TER ASSOCIATES, INC. WASTEWATER IMPROVEMENTS SHEET 2 `�C ° G�OMC �L�l�� DRAWN BY, S,D.S. CONSULTING ENGINEERS AND LAND SURVEYORS Serving Florida SANITARY S ER DETAILS 3 SEAL 4 IFOR APPD, BY, D.F.L. Since 1911 STEVE SNOBERGER DATE y L=,iL�,[ez11111 ® o D o D np DRAW. NOi 893-96E 1708 21 st STREET, VERO BEACH, FL 32960 FLORIDA P.E. # 35636 INDIAN RIVER DRIVE 6 ❑E Q F. B. NO+ N/A PAGEi N/A 561-562 4191 FAX: 561-562-7180 WASHINGTON PL. TO MARTIN AVE. 7 FINISHED GRADE PR❑VIDE TRENCH SLOPE AS REQ'D, COW- ENCASEMENT 6' MIN. GRADE BETWEEN OUTSIDE DIAMETERS OF PIPE (TYP.) I SEWER DETECTION TAPE 24' X 24' X 6' THICK CONCRETE PAD AT WATER MAIN M SEE NOTE EACH VALVE BOX WITH (1) - NO, 3 0 SECTION A - A j 6' MAX. LAYERS CONTINUOUS, (SHALL BE 36' X 36' IF UTILITY OTHER C3 OR OTHER APPROVED LOCATED IN TRAFFIC WAY.> THAN SEWER MAINTAIN TRENCH METHOD TO ACHIEVE SANITARY CONCRETE SEWER WIDTH 2'-0' ABOVE 95% COMPACTION ENCASEMENT CONCRETE TOP OF PIPE SEE NOTE 4 ENCASEMENT M 2°-0' MIN. � WATER MAIN WATER MAIN o i WATERLINE TO BE OVER TOP MAXIMUM WATER LEVEL 4' MAX. OF SEWERLINE WHERE POSSIBLE, ALLOWABLE DURING LAYERS CONSTRUCTION AT 95% 3/4' DIA. BEDDING ROCK 12' 1PIPE 12° WA�TF�R , OR PEA ROCK WHERE 'D' UNDISTURBED X U1% CLASS 1 CLASS 2 C❑NDITI❑NS REQ'D, TRENCH ,W, W DTH S❑IL ENCASEMENT DETAILS N.T.S. NOTES 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, NOTES PROVIDE APPROVED METHOD OF CONSTRUCTION. _ 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, N❑TEi VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER, & SEWER IS LESS THAN 18 INCHES, DUCTILE IRON PIPE MAY BE USED 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING,, SO AS TO 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 5. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0', 2, MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM, 6. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN. TAPE TO BE MARKED- 'CAUTION, WATER LINE BELOW' OR 3, WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES 'CAUTION, FORCE MAIN BELOW'. SHALL BE RI.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH. 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER SEWER PIPE) AND A WATER MAIN (OR FORCEMAIN) THE WATERLINE (❑R JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE FORCEMAIN) SHALL BE CLASS 52 DIP ❑R CONCRETE ENCASED Restrained Length In Feet Each Side of Restrained Length In Feet For Reducer PIPE DIAMETER (INCHES) D, It Pe P. V ® C. PIPE DIAMETER (INCHES) 90° 450 221/2 11 1/° 90" 45° 221/2 11 1/' 3" 4" 8" 8" 10" 12" 18" 20" 24" SO" 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 8" 65' 30' 15' 10' 90' 40' 20' 10' 8" 75' 70' 40' 0 0 0 0 0 0 10 0 10" 80' 35' 20' 10, 110' 50' 25' 15' 10" 95' 90' 70' 40' 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 18" 120' 50' 25' 15' 165' 70' 35' 20' 18" 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 36" 220' 95' 45' 25' 0 0 0 0 38" 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 48" 255' 250' 245' 240' 235' 230' 215' 195' 175' 125' Restrained lengths f or valves, dead ends and branches from tees shall be the same as for 90° (degree) bends • STRINGENT, UTILITY ENCASEMENT UNPAVED AREA TRENCH DETAIL VALVE BOX PAD RESTRAINED JOINT SCHEDULE I 8' PLUG o STA. 0+00 EXISTING ASPHALT SURFACE FINISHED GRADE + T.O.P. EL. 4.63 NOTE, A MINIMUM TEXT SIZE OF 1/8` GRADE � BASE TRENCH WIDTH 'W' + 4' MIN. SHALL BE REQUIRED ON ALL OBSTRUCTION 36' MIN, SURFACE RESTORATION 6, �---- 36' SQUARE 24' SQUARE �� 81 8' P.V.,R-3S AS -BUILT SURVEY'S. �� COVER MECHANICALLY MIN I i-p� STA. OEL. SAW EXISTING PAVEMENT I T.O.P. EL. 4.40 t d • T R/W .:,.. 8' 1/4' BEND PRESSURE MAIN o000000 000000000 RESTRAINED ' _ . o000000 000000000 ®°` `o`'�.e PAVEMENTSTA. 0EL.JOINTS45. OR 22 1/2• '' °• /00000//oo�/oo� •• •' °• ° .(1) - N❑. 3�-7O,P. EL. 4.42 BENDS (M,J,) o 0 0 o e o 0 0 0 0 0 o s o o ®: ,°° C❑NTIN, 7' 8' MAIN ENCASE AS REQ'D, T o 0 0 0 i o�o 0 0 0 0 0 ® ° '. °. °°' o CONCRETE ONE 0 8' 1/8 BEND s0000 000000o v PAD N❑' IN F.X. UNDER >�% s STA. 1+15 SPECIAL UTILITY CROSSING - FITTING TYPE , , , , , , , , , REPLACEMENT w SLIDE TYPE caNTIN, WIENCASEXL'NT s T.O.P. EL. 4.89 STA. 123+18 SEE NOTE 6 LIMEROCK BASE ¢ LIMER❑CK w VALVE BOX W.M. T.O.P. BL 6.44 ;p 8' 1/8 BEND F.X. UNDER SAN. S. IN 3 LIFTS AT J BASE STA. 1 +22 F.M. T.O.P. EL. 5.50 6' MAX. LAYERS OR 98% u SLIDE TYPE AIR RELEASE 18' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, OTHER APPROVED ` VALVE OVER W.M. T.O.P. EL. 6.52 SAN. S.T.O.P. EL. 6.40 AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH METHOD TO ACHIEVE TYPE I VALVE BOX TYPE II STA. 1 +38 A.R.V. TAP MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED 95% COMPACTION w3f. T.O.P.2L. 6.43 STA. 1 +28 8 SLEEVE IF MINIMUM CLEARANCE CANNOT BE OBTAINED, o/ 1' 4' MAX. /\ MAX, WATER LEVEL POLYETHYLENE STA. 122.26 �� ALLOWABLE DURING 11, 3• p,V, T.O.P. EL, 5.32 GRADE LAYERS : • ' �::� �.:;;�e;. %/ CONSTRUCTION (VISQUEEN CAST IRON STAY -PUT COVER R-114 AT 95% ;• :a'�:.-.:• :..: • •: '/�' ❑R EQUIVALENT) RAISED LETTERS MARKED, WATER CORNER OF BLDG,-7 SLOPE TO % / T❑P T❑ BE PAINTED BLUE STA. 2+75 R/W v 77: W�N-7AWPOUBSTRUCTION 12 36' MIN. COVER--�� 3/4' DIA. BEDDING ROCK s PIPE 12 ' 24' MAX. F.X. UNDER TEL. /� � OR PEA ROCK WHERE UNDISTURBED SOIL � P.M. T.O.P. EL. 5.35 •- C❑NDITI❑NS REQUIRE ®.D. I TO TEL. EL. 8.25 o + SEE NOTE NO, 2 PRESSURE MAIN TRENCH WIDTH • . •. FOR ACCEPTABLE \ + R/W °j 8 DEFLECTION CENTER A FULL LENGTH /W/ ° >�:;: .� ENCASE AS REQ'D, OF PIPE AT THE ®: ° : °• T POINT OF CROSSING ° °0 •0 °• 8' P,V,,R-33 O ° .0 • 0 D O 123+00 STANDARD UTILITY CROSSING -DEFLECTION TYPE NOTES > 121+ov 122+0o T.O.P. EL.5.53 ® 8 SAN, S. 1. WHERE S❑IL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, TYPE I TYPE II u PR❑VIDE APPROVED METHOD OF CONSTRUCTION. z PROVIDE EXTENSION � NOTES NOTES 2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, AS SHOWN NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING 1. ITALICIZED PRINTING SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION 3. 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER AND SHALL HAVE LAPPED AND FEATHERED JOINTS. WITH E' MIN, THK,) M TO BE PROVIDED BY THE CONTRACTOR'S SURVEYOR TO THE ENGINEER ON POSSIBLE, ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL BLUELINE AS -BUILT SURVEY DRAWINGS, ALL AS -BUILT SURVEY'S ARE TO BE THE FITTING TYPE CROSSIING BE ALLOWED. 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O, T-180. CERTIFIED, SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A 3 1/2 COMPUTER DISK IN AUTOCAD R12 FORMAT OR LATEST. 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER 2, BASELINE OF CONSTRUCTION & STATIING OF ITEMS ARE TO BE ALONG THE MANUFACTURE'S MAXIMUM JOINT DEFLECTION, COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS. CENTERLINE OF THE PIPE. 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. � 3. TOP OF PIPE ELEVATIONS & STATIONING TO BE TYPED, LISTED, SEALED AFTER ASSEMBLY. <2 COATS MINIMUM,) & SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES 7. TRENCH WIDTH 'W' =PIPE O.D. PLUS 2'-0'. � AS CONSTRUCTION PROCEEDS. 4, OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I,R,C,D,U,S, g, 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED - 4, CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN OVER MAIN, TAPE TO BE MARKED- 'CAUTION, WATER LINE BELOW' OR OF TURNS TO CLOSE EACH VALVE, 'CAUTION, FORCE MAIN BELOW'. 5, CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS, AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT T❑ & SEWER IS LESS THAN 18 INCHES. D.I.P. WITH MECHANICAL JOINTS MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING 8. WITH THE MINIMUM COVER SHOWN ABOVE, ONLY D.I.P. (MINIMUM CLASS INSTALL UPSTREAM AND DOWNSTREAM LINE EXTENSIONS WITH A LENGTH OF PIPE CENTERED AT THE P❑INT OF CROSSING, SO 350) MAY BE USED, AND EXTENDED 5 FEET BEYOND THE ROADWAY, IF JOINT RESTRAINT AS REQUIRED PER AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. PVC PIPE IS USED, IT SHALL HAVE A MINIMUM COVER OF 42 INCHES. RESTRAINED J❑INT SCHEDULE, 6. REQUIREMENTS SHOWN ARE TYPICAL FOR FORCE MAINS, WATER MAINS, REUSE MAINS, OR OTHER APPLICABLE INSTALLATION. i UTILITY CROSSING PAVED AREA TRENCH DETAIL VALVE AND BOAC I TYPICAL AS--BUIL-rREQUIREMENTS NO, REVISION DATE INDIAN RIVER DRIVE - SEBASTIAN DATE, DECEMBER, 1996 //�� TES, WASTEWATER IMPROVEMENTS SHEET 1 PROJ, N❑, 96-80E C TER A S.S OCIA INC. z %IQ84Eyb%7ER MPIROO MEHEH73 DRAWN BY, S.D,S. CONSULTING ENGINEERS AND LAND SURVEYORS Serving Florida SEAL SANITARY AND GENERAL DETAILS 7 3 4 IFOIA APPR, BY, D.F.L. Since 1911 STEVE SN❑BERGER DATE INDIAN RIVER DRIVE ❑F �nn /�� (���n (�(L� �/��/,� (� (� � (� DRAW. N❑, 893-96E 1708 21 s# STREET, VERO BEACH, FL 32960 FLORIDA P . E . # 35636 5 G=�1L�Lr-�H S vVl('1JO[J�NLI�NEEM PINOO PER70ES F. B. NO, N/A PAGE, N/A 561-562-4191 FAX: 561-562-7180 WASHINGTON PL. TO MARTIN AVE. 7 6