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Home My WebLink AboutMarch 21 2005 C4 Utility PlanIN L I 0 0 0 E 6 a � d o° 3 S �o 5 LI M coo a�wG oJQO I m -`�" Nxl�l 'CP TP501 Q IAJ Z O 4 2 O ti 2 W -_..5 Rp !Pr Gat.= 8'2.29 Inv =809.4 STM. STR. 15 NYLOPLAST INLINE DRAN 8' DOME GRATE \ T.0 = 812.00 %V= 8d4.75(T -P) I r/ I STORMTECH UNDERDRAIN SEE DETAIL INV.= 803.90 STM. STR. #15 STORMTECH UNDERGROUND STORMWATER DETENTION SEE DETAILS 3 i I I I I I D j I S on Isr- 1 = BC3.4A 11 V Inv -794.9 S Inv= 795.0 I i I II ! li I 2 Zi I rill � I X11' j 4 I I r �I; I III I i II I i Ir I; I \ I! zti � I 2 I GENERAL UTILITY PLAN NOTES: 1; THE C ^,ti T RA.CTOR SHALL BE RESPONS BLE FOR OBTAINiNC OR V R!F'ING THAT A- = PERVITS AND APPROVALS ARE OB.A NED FROM THE RESPE._ .VE CI COUNTY, AND STATE AGcN .ES PRIOR TO SIAK INC CONS`. UCT'Oty 1 2) ,I SHA Br- THE CONfR.AC'OR'S rRESPONSIBI' ,Y TO DETERMiN_ T -E EXACT LOCATION OF S `� TE TA EXIS NG IN H CONSRUCTiON AREA PRIOR TO STARTING CNSTR c CN_ 3; F- S=A'_L BE THE CONTRACTOR'S RESPONSIBiL:TI' TO NOTIFY AND COCRIINAT= CONS'R C I ON 'W, , ALL RESPEC U UT :; ITIES. 4; ALL Q IANTiTiES GIVEN ON THESE PRINTS, VERBALLY OR 'N THE SCOPE OF WORK SECTION ARE ESTINAAT ES AND SHAD_ BE -- ONFiRMED BY 'HE B'DD :NG CONTRACTORS. 5) OCCUPATIONAL SA:�ETY AND - 'EALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RUSE 29 CFR PART 1926, S! BPART "P" A.PPI_!ES TC ALL EXCAVATIONS EXCEEDING FIVE ( F_E IN DEP -F- 6) N ADD 'O,N, FXC -VAT ONS EXCEEDING TWENTY 201 7EL. IN DLP7H RE 6,6E L DES'GN OF A TRLNU SAFETY SYSTEM BY A R_GISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONS!SIL'TY OF THE OWNER AND CONTRACTOR TD MAINTAIN QUALITY CONTROL HROUG -OUT 7i-!S PROJEC1. ! 8) TEMPORARY TRAFFC CONTROL D'URiNG CONSTRUCTION TC CONFORM '^- AP?'LiCAB_E LOCAL I STANDARDS 9) BEARNSS, DWENSIONF, AND EASEMENTS ARE S!-OWN FOR REFERENCE CNLY. SEE RECORD SURVEYS AND OLATS FOR EXA.C- INFORMA iON. 10; SEE ARCHITECTURAL FLANS FOR DETAILS OF BUILDINGS AND B IDIN'G D.mFNSICNS. 11) ANY END TILES ENCOUNTERED DURING EXCAVA,ON S1AL' BE REPARCD AND POS'INF DRAINAGL RES =RVED. 12) i1.E ENGINEER AND /OR CNN_R DISCLAW ANY ROLE !N THE CONS RUCTION MEAN'S AND M� HODS ASSCCIA i -D W'a'r HE PRJJ -CT AS SET r'kl'- IN THESE PLANS. I 3; -Hr_ CONTRA,.IOR S;:.AL- CCORDINAIL WA.LR AND SANI ARY SEWER SERVICE WIT-i BUILDING PLUMJINi, PLANS. C E CONTRACTOR SIrALe CC.:K[IfJAiE tLECTR:CA_ SERVICE AND ST= Lli,-I NG WI'r ' -:E LLEC!?KCAL S;TL PLAN' - i5) T-E CONTRACTOR SHALL CCORDLNATE THE INSTALLATTON OF THE S'' E SY`,. LV WI71; ALL L,TIVT" WORK. 16 CONTRACTOR SHALL SJ2KT- SHOP DRAVCNCS FOR AP�ROVA_ Of !Hi_ SICRV (:h LLNJLR�;RCUNJ DL EN ION SYS'EM SHOP DRA✓JINC S.,BMTTA. SHA__, INC UJ_ PI ING, i FI IN( ;`,, Ci N'N -;'T )NS, CAST; ^G, R SFR, VA ER.AL SP 'ICATICNS, 7C. Ah 7 1E DETAIL; D LAYU i 0- HE S S LV i0 3E APPRCVLD t3Y 'HE �%CN--ER DLFOR I J \-?A:. -JR S A _ K3iNAIE INSTA-LA C,`: 0r KOOr '�AiN -A L -ZA'-S 'A/ S _D:NG D S' v j B TLRR a MB Pa RAU R, LOCATION AND SIZE - .RG DRA N LA ERA-S ARE AP-�RIXWA CO RAC-I SraA_l ✓_ R`Y &7F AND 1 00_17 C)N `WITH R- LD NC , L.JMR No COvIR, ^TOR ulrR v C;J'vS c'CT!ON AND SHALL AD'USI SIZE AND _O.,AIION AC ORDiNC_Y. I 18) CONTRACTOR SHALL COORDINATE NSTA A- ON OF SANITARY LA7F7 RAL WTH BUILDING D SIGN/ /B ILJING "LU6'BiNG CONTRA -OR, : CCAT:ICN AND SIZE OF SAN TAR" LATERAL IS APPROXIMATE. CONTRACTOR SHAL- VERil-Y SIZE AND ;CCAT D J W1-H BJ _D NG PLMB',NG CONTRACTOR DURING CONS RJCTON AND SlA' ADJUST S17E S17 AND '-CCA -ION ACCCRDINOILY. 19` CONTRACTOR SHALL COORDIINATE INSTALLA 7 ION OF rC _D O- WATER SERVICE VJ' H B' LING DLL v/ Buc C NO FIR PROTECTION AND PLUMBING CON RAC OR, LG A N 0 W ^? ER SERVICE S A UROX NATF. CONTRA C CI R SHA VER FY SIZE AND LOCATION WIT BUILD T SIRE AND PLUMBING CONTRACTCR DLRIN - CONS RJCT CN AND SHALL ADJIUS- S.1-- AND -C.ATiCN ACCORDINGLY. ALA B- ILDtNG JdATER METER, BACKF_ON;, ETC, SHAD BE LOCATED WITH IN THE BUILD11, -1. 20L V+AiER \E TC c- INS A L ED i,N ACCORDANC= VVI i VEOLIA WATER INDIANAPCL'S, -LC RE.,,vIREMEIVT . PROV'DE `,,REST BLOCKS �NHER= REQjiRED. REQU!RFFVENTS OR 2 �2 RRIGATIOIr SYSTEM S RViCE -- - - _ C.E.S. -'� _- - - X16' 'vVater Line — — — — n r =r,G o? � . • . JJ-- - - -�=3#� - - - 91d - -- - - -BtM1� -- -- - -$vV- - - - - 64N t -- - -�vt�- - - - - -3ih�- - - - - - - - -- - - -- -�- -- -- - - - - Grkir g �, P BM' �1Iv Bbv_ 6iti' -\� r -t3W Las± era o;— - 1 vt�ater I Ine De,r !WC Nla ^s 9 AP - XISTNG WATER MAN PER !WC RECLIR VEINS VC markings _,- Sar M CR 6° bJLuiNG RR /1OY S r WATER SERVICE TC 8;0.08` C - - -__ - -- F irv=798.6 - - -- - i 8 "Pv - - -___— - -- - - -- – — - I o "rVC (Sar. Sewe -) 9 I i 8 I �t -b - c: Q) I —_ b o — �� -- `—' I II p \� EXISTING MONON TRAIL i ' I I 87' OF 7124' RCP ® 0.5% 4 I CONCRETE SADDLE STM. STR. 1 CASTING�R -1772 T.C.= 803;00 4 INV.= 799:07 I I i I I 95.0? OF01� I I Sc n mill 777 ,I b.r? 97 N Ilnv =795 7 I GEN -= Ae Lt::ty ;Lines =a = Bj, ed 7 ioe Optics Lines -= B ,:ed Electrc ❑nes - �---9= E. Cec Water Lines ',Der pair ma z'.ngs) -_ - B, ec Noier ones \Der ;WC n Ups) = Pow e, r;.!e PDwe, Foie mth Droc A G..y AnchD- Wb • = INcte- Meter F're Hydrant e - 'rlet UW = ight 0 = MI. an,D:e CM - Corr ga-ec Met-! Pipe R = Re tD ced Concrete pe PV = Pvc P,ae P = Su ley CCn GI ?O;rit TEIM = -e p rory Ben&rYark IPF = 5/8" Rebor wits WEIHE cop fa�nd 4M = 4" Maple (typ.) 6RP - 6" Red Fine (typ ) 6BL = 6" "3 cc. < Locust 'typ ) i l qy F N Q L CZenN 0. � w w aQv� a z >4 M:c ;Z4 00 aacy� `Y vi oo .] O4 W oz�o I O I � aiWO� vi W bra • A �.7 A W µ] O 7 CC'JJ C "�, M �ZC� \ x $IR , V, C �, N S ¢ I r! c ml t n M rn m Flo n' O1 _. PATRICH D CARL P E =009D lit I"c ' � I I I � q I � � I i I HOLEY MOLEY SAYS �+ "DIG SAFELY" 1 z tTom, 4 - j " l N i IQ q o I I "IT'S THE LAW" '' 1 �I M v CALL 2 WORKING DAYS BEFORE YOU DIG, 1 -800- 382 -5544 ;SHEET NO CALL TOLL FREE 20' PER INDIANA STATE LAW ICS 7-26. IT IS AGAINST THE LAW 70 EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND _ - LOCATION SERVICE TWO (2) WORKING C 4 O 20 40 DAYS BEFORE COMMENCING WORK. PRCJSCT NO. Q f l I 1} ! ! f I { { I I j I s I > I I _ _ � I I Son V-�_�� Inv= 7135.5 'T I Approx. Ex,!cnts i u of of Wood; J Aree i u { L LO 4 a (6 a ( {' c c �o 0 OR 2 �2 RRIGATIOIr SYSTEM S RViCE -- - - _ C.E.S. -'� _- - - X16' 'vVater Line — — — — n r =r,G o? � . • . JJ-- - - -�=3#� - - - 91d - -- - - -BtM1� -- -- - -$vV- - - - - 64N t -- - -�vt�- - - - - -3ih�- - - - - - - - -- - - -- -�- -- -- - - - - Grkir g �, P BM' �1Iv Bbv_ 6iti' -\� r -t3W Las± era o;— - 1 vt�ater I Ine De,r !WC Nla ^s 9 AP - XISTNG WATER MAN PER !WC RECLIR VEINS VC markings _,- Sar M CR 6° bJLuiNG RR /1OY S r WATER SERVICE TC 8;0.08` C - - -__ - -- F irv=798.6 - - -- - i 8 "Pv - - -___— - -- - - -- – — - I o "rVC (Sar. Sewe -) 9 I i 8 I �t -b - c: Q) I —_ b o — �� -- `—' I II p \� EXISTING MONON TRAIL i ' I I 87' OF 7124' RCP ® 0.5% 4 I CONCRETE SADDLE STM. STR. 1 CASTING�R -1772 T.C.= 803;00 4 INV.= 799:07 I I i I I 95.0? OF01� I I Sc n mill 777 ,I b.r? 97 N Ilnv =795 7 I GEN -= Ae Lt::ty ;Lines =a = Bj, ed 7 ioe Optics Lines -= B ,:ed Electrc ❑nes - �---9= E. Cec Water Lines ',Der pair ma z'.ngs) -_ - B, ec Noier ones \Der ;WC n Ups) = Pow e, r;.!e PDwe, Foie mth Droc A G..y AnchD- Wb • = INcte- Meter F're Hydrant e - 'rlet UW = ight 0 = MI. an,D:e CM - Corr ga-ec Met-! Pipe R = Re tD ced Concrete pe PV = Pvc P,ae P = Su ley CCn GI ?O;rit TEIM = -e p rory Ben&rYark IPF = 5/8" Rebor wits WEIHE cop fa�nd 4M = 4" Maple (typ.) 6RP - 6" Red Fine (typ ) 6BL = 6" "3 cc. < Locust 'typ ) i l qy F N Q L CZenN 0. � w w aQv� a z >4 M:c ;Z4 00 aacy� `Y vi oo .] O4 W oz�o I O I � aiWO� vi W bra • A �.7 A W µ] O 7 CC'JJ C "�, M �ZC� \ x $IR , V, C �, N S ¢ I r! c ml t n M rn m Flo n' O1 _. PATRICH D CARL P E =009D lit I"c ' � I I I � q I � � I i I HOLEY MOLEY SAYS �+ "DIG SAFELY" 1 z tTom, 4 - j " l N i IQ q o I I "IT'S THE LAW" '' 1 �I M v CALL 2 WORKING DAYS BEFORE YOU DIG, 1 -800- 382 -5544 ;SHEET NO CALL TOLL FREE 20' PER INDIANA STATE LAW ICS 7-26. IT IS AGAINST THE LAW 70 EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND _ - LOCATION SERVICE TWO (2) WORKING C 4 O 20 40 DAYS BEFORE COMMENCING WORK. PRCJSCT NO. Q 9 I i 8 I �t -b - c: Q) I —_ b o — �� -- `—' I II p \� EXISTING MONON TRAIL i ' I I 87' OF 7124' RCP ® 0.5% 4 I CONCRETE SADDLE STM. STR. 1 CASTING�R -1772 T.C.= 803;00 4 INV.= 799:07 I I i I I 95.0? OF01� I I Sc n mill 777 ,I b.r? 97 N Ilnv =795 7 I GEN -= Ae Lt::ty ;Lines =a = Bj, ed 7 ioe Optics Lines -= B ,:ed Electrc ❑nes - �---9= E. Cec Water Lines ',Der pair ma z'.ngs) -_ - B, ec Noier ones \Der ;WC n Ups) = Pow e, r;.!e PDwe, Foie mth Droc A G..y AnchD- Wb • = INcte- Meter F're Hydrant e - 'rlet UW = ight 0 = MI. an,D:e CM - Corr ga-ec Met-! Pipe R = Re tD ced Concrete pe PV = Pvc P,ae P = Su ley CCn GI ?O;rit TEIM = -e p rory Ben&rYark IPF = 5/8" Rebor wits WEIHE cop fa�nd 4M = 4" Maple (typ.) 6RP - 6" Red Fine (typ ) 6BL = 6" "3 cc. < Locust 'typ ) i l qy F N Q L CZenN 0. � w w aQv� a z >4 M:c ;Z4 00 aacy� `Y vi oo .] O4 W oz�o I O I � aiWO� vi W bra • A �.7 A W µ] O 7 CC'JJ C "�, M �ZC� \ x $IR , V, C �, N S ¢ I r! c ml t n M rn m Flo n' O1 _. PATRICH D CARL P E =009D lit I"c ' � I I I � q I � � I i I HOLEY MOLEY SAYS �+ "DIG SAFELY" 1 z tTom, 4 - j " l N i IQ q o I I "IT'S THE LAW" '' 1 �I M v CALL 2 WORKING DAYS BEFORE YOU DIG, 1 -800- 382 -5544 ;SHEET NO CALL TOLL FREE 20' PER INDIANA STATE LAW ICS 7-26. IT IS AGAINST THE LAW 70 EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND _ - LOCATION SERVICE TWO (2) WORKING C 4 O 20 40 DAYS BEFORE COMMENCING WORK. PRCJSCT NO. Q rn m Flo n' O1 _. PATRICH D CARL P E =009D lit I"c ' � I I I � q I � � I i I HOLEY MOLEY SAYS �+ "DIG SAFELY" 1 z tTom, 4 - j " l N i IQ q o I I "IT'S THE LAW" '' 1 �I M v CALL 2 WORKING DAYS BEFORE YOU DIG, 1 -800- 382 -5544 ;SHEET NO CALL TOLL FREE 20' PER INDIANA STATE LAW ICS 7-26. IT IS AGAINST THE LAW 70 EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND _ - LOCATION SERVICE TWO (2) WORKING C 4 O 20 40 DAYS BEFORE COMMENCING WORK. PRCJSCT NO. Q Q