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HomeMy WebLinkAbout1513-D BM 10036 (R.C.) 1206.635 GENERAL NOTES 1" ROUND HEAD BOLT IN CONC. CURB, STAMPED ARROW ROUTE MILLIKEN AVENUE STORM DRAIN "SB CO. BM 014" ON THE SOUTHERLY SIDE OF FOOTHILL BLVD. 400' WEST OF ROCHESTER AVE. 1. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH 1 WEST OF DRIVEWAY. THE PROVISIONS OF THE AGC/APWA STANDARD SPECIFICATIONS FOR PUBLIC 17A STANDARD WORKS CONSTRUCTION, �ISSU D, 9EDITION, WITH SUPPLEMENTS,BYAND FOR USE INTHE CITY OFM . P . S . D . 0 -o CONSTRUCTION NOTES - SHEETS 2-5 RANCHO CUCAMONGA ALSO AS AMENDED IN THE SPECIAL PROVISIONS OF THE PROJECT SPECIFICATIONS. ARROW ROUTE - 150' W. TO 1720 ' E. OF MILLIKEN AVE. 0 CONSTRUCT 10'X7' RCB PER DETAILS ON SHEET 2 285 LF 2. THE STANDARD PLANS AND/OR DRAWINGS LISTED HEREON SHALL BE O CONSTRUCT 8'X7' RCB PER DETAILS ON SHEET 2 614 LF CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON (USE REINFORCING SCHEDULE FOR 10'X7' RCB) THE JOB SITE AT THE TIME OF CONSTRUCTION. MILLIKEN AVENUE - ARROW RTE . TO 600' N . OF ARROW RTE . o CONSTRUCT 6'X1.5' RCB PER DETAILS ON SHEET 2 34 LF 3. ANY CONTRACTOR PERFORMING WORK ON THiS PROJECT SHALL 40 CONSTRUCT 5'X1.5' RCB PER DETAILS ON SHEET 2 105 LF FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT 50 CONSTRUCT 84" RCP (0-LOAD PER PROFILE) 759 LF SUCH FACILITIES ARE SHOWN ON THESE PLANS. in 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA W SZ. 60 CONSTRUCT 60" RCP (0-LOAD PER PROFILE) 55 LF ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR = CHURCH h O CONSTRUCT 48" RCP (D-LOAD PER PROFILE) 533 LF CONSTRUCTION. N FOOTHILL BLVD. a �� CONSTRUCT 42" RCP (0-LOAD PER PROFILE) 218 LF 5 LEASTO3 WORKING DAYS PRIOR TO THE STARTRACTOR SHALL NOTIFY THE CITY T�OFEA Y OCONSTRUCTiON PROJECT MI jS AT SPORTS A. FOR CONSTRUCTION STAKING. LINE QIP PARK r __ Li _ �3r O CONSTRUCT 36 RCP (D-LOAD PER PROFILE) 48 LF 10 CONSTRUCT 24" RCP (D-LOAD PER PLAN 6. PRiOR TO PERFORMING ANY EXCAVATION ON THE PROJECT, THE SHEET 6 ARROW � �� ROUTE O ) 125 lF CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY 11 CONSTRUCT 18" RCP (D-LOAD PER PLAN) 101 LF ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO o THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALINGA-7 A-8 12 CONSTRUCT 12" RCP (D-LOAD PER PLAN) 16 LF WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF A_2 «' JERSEY BLVD. 2 INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS _6 A-5 A-4 _1 0 13 CONSTRUCT MANHOLE NO. 2 PER CiTY STD. 319 2 EA SHALL BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. WIT Y 14 CONSTRUCT MANHOLE NO. 3 PER CiTY STD. 320 3 EA J 7. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE LINE LIAE A A-3 15 CONSTRUCT MANHOLE NO. 4 PER CiTY STD. 321 4 EA CONTRACTOR UNLESS OTHERWISE NOTED. 8. PRIVATE AND PUBLIC UTiLIT1ES, IF SHOWN, REFECT AVAILABLE SHEET 4 SHEET 3 16 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. 334 5 EA RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 17 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER CITY STD. 335 1 EA LOCATING ALL LINES AFFECTING THE PROJECT WORK AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. PRiOR TO STARTING18 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CiTY S . 336 2 EA CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK. SHEET INDEX VICINITY MAP 19 CONSTRUCT JUNCTION (6' X 1.5') PER DETAILS ON SHEET 2 1 EA 9. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING NOT TO SCALE NOT TO SCALE ©0 CONSTRUCT JUNCTION (5' X 1.5') PER DETAILS ON SHEET 2 3 EA SANITARY SEWER HOUSE CONNECTIONS ARE APPROXIMATE ONLY. THE ©1 CONSTRUCT JUNCTION STRUCTURE NO. 3 PER CITY STD. 332 2 EA CONTRACTOR SHALL FIELD LOCATE LATERALS. it 10. PRIOR TO THE DELIVERY OF REINFORCED CONCRETE PiPE TO THE � 51' 22 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 2 EA PROJECT SiTE, THE CONTRACTOR SHALL ARRANGE FOR A CERTIFICATE 14' 36' 44' 7' OF COMPLIANCE FROM THE MANUFACTURER THAT THE PIPE MEETS THE CONSTRUCT BRICK & MORTAR PLUG 5 EA TESTING REQUIREMENTS OF THE STANDARD SPECIFICATIONS. 22' I 1 ' 25' I 24 CONSTRUCT 42" CMP - 16 GAGE 73 LF 11. THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATION I I OF THE EXISTING DOWNSTREAM BOX PRIOR TO STORM DRAIN 16' 14 F 25 CONSTRUCT CONCRETE BLANKET PER CITY STD. 340 10 LF CONSTRUCTION. AFTER VERIFICATION, ALL CONSTRUCTION MUST Z 17L 1z, C� PROCEED FROM DOWNSTREAM TO THE UPSTREAM TERMINUS. ANY CHANGE \ 26 REMOVE EXISTING BRICK & MORTAR PLUG 2 EA IN GRADE MUST BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. REMOVE EXISTING 18" RCP 26 LF 28 SAWCUT & REMOVE EXISTING CATCH BASIN 2 EA 12. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CENTERLINE OF THE CONDUIT, OR ON A LINE NORMAL TO THE 29 CONSTRUCT 60"/ TEMP. CMP CATCH BASIN AND PCC COLLAR PER Cl TY STD. 311 2 EA CENTERLINE OF THE CONDUIT, EXCEPT WHERE NOTED OTHERWISE. GENERAL NOTES (CONT.) SEE SHEET 2 FOR BEDDING DETAILS. O CONSTRUCT 42"* TEMP. CMP CATCH BASiN AND PCC COLLAR PER CiTY STD. 311 1 EA 13. STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILES SEE GENERAL NOTE 6 FOR TRENCHINGREQUIREMENTS. ARE AT THE FACE OF THE CONDUIT, UNLESS NOTED OTHERWISE. 23. THE CONTRACTOR SHALL POTHOLE TO VERIFY AND DETERMINE THE 31 CONSTRUCT CATCH BASIN PER CiTY STD. 300 (W PER PLAN) 4 EA EXACT LOCATION AND DEPTH OF UTILITIES. AFTER THE EXACT SEE CITY STD. DWG. 120 FOR TRENCH 14. ALL A.C. AND P.C.C. REMOVALS SHALL BE SAWCUT. LOCATION OF A UTILITY HAS BEEN DETERMINED, THE GRADE AND REPAIR,AND OMIT THE 0.10' OVERLAY. 32 CONSTRUCT LOCAL DEPRESSION, CASE B PER CITY STD. 307 4 EA ALIGNMENT OF THE CONNECTOR PIPE WILL BE STAKED SO AS TO PAVEMENT REPLACEMENT OVER S.D. 15. DESIGN OF THE RCP SHOWN ON THE CONTRACT DRAWINGS IS BASES ON CLEAR THE UTILITY. SHALL BE 5" AC ON 7" CAB. 33 SAWCUT AND REMOVE EXISTING LOCAL DEPRESSION 2 EA . THE ASSUMPTION THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH 4p ,ro. THE CITY OF RANCHO CUCAMONGA STANDARD NUMBER 341. IF THE 24. WHERE A CONNECTOR PiPE HAS A GRADE CHANGE EXCEEDING 5' 45' e'er'�' 34 REMOVE EXISTING CMP RiSER. WELD 16 GAGE CM PLATE OVER THE TOP OF THE EXISTING 18"CMP. 1 EA TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT OR DIFFERS IN DIAMETER FROM THAT OF THE EXISTING PIPE, THE PLUS 24 INCHES THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF USE OF A CONCRETE COLLAR AS PER STANDARD DRAWING 329 ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED SHALL BE INCORPORATED. CONSTRUCTION NOTES- SHEET 6 (ALTERNATE BID ITEM) MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. 25. IN CONFORMANCE TO THE STATE CONSTRUCTION SAFETY ORDERS,DIVISION OF INDUSTRIAL SAFETY, THE CONTRACTOR SHALL SUBMIT TYP . SECTION ARR0W ROUTE 1 CONSTRUCT 54" RCP (D-LOAD PER PROFILE) 2 16. ALL OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL SHORING DRAWING TO THE CITY ENGINEER FOR APPROVAL. STA. 95+73.76 TO STA. 104+82.23 a CONSTR 2" RCP (D-LOAD PER PROFILE) PTOd� 24 LF OF EXISTING CULVERTS PIPES OR SIMILAR STRUCTURES SHALL BE ABANDONED BY THE CONTRACTOR UPON APPROVAL OF THE ENGINEER IN 26. CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO 1"=40VERT. ' HORIZ• ❑3 CONSTRUCT 30" RCP OAO PER PROFILE) 234 LF CONFORMANCE WITH SECTION 306-5 OF THE STANDARD THE START OF CONSTRUCTION. (1-800-422-4133) 4� CONSTRUCT CATCH BASiN PER C 300 W PER PLAN 2 EA SPECIFICATIONS. ( ) 17. TiES FOR CATCH BASINS AS SHOWN ON THE DRAWINGS ARE FROM CURB rt E CONSTRUCT LOCAL DEPRESSION, CASE 8 PE STD. 307 2 EA RETURN TO CENTERLINE OF CATCH BASIN, UNLESS OTHERWISE SHOWN. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 22, F±l CONSTRUCT HEADWALL, WANG-TYPE PER SAN B IN TY ROAD DEPT. STD. DWG. 209, W=5.33' 1 EA 18. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH 1 25' BASINS, AS SHOWN ON THE DRAWINGS ARE SCHEMATIC. IT IS A. CUCAMONGA COUNTY WATER DISTRICT � ' lfl CONSTRUCT INLET N0. 1 PER LA. . STD 2-D265,CASE2 1 EA INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM 9641 SAN BERNARDINO ROAD 1 14 END OF THE CATCH BASIN, UNLESS A DETAIL OF THE CONNECTION IS RANCHO T: AMOCLIN CA 91730 (909) 987-2591 1R f z a8 CONSTRUCT 12" THI TED RIP-RAP i EA SHOWN OR A NOTE SPECIFICALLY INDICATES OTHERWISE. IN ALL CASES THE CONTACT: JIM CLINE �9 CONS ROTECTiON BARRIER NO. 2 PER L.A.C.F.C.D. STD 2-D261.1-.3 1 EA EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE B. CHINO BASIN MUNICIPAL WATER DISTRICT ENGINEER TO MEET FIELD CONDITIONS. 8555 ARCHIBALD AVENUE CA 91729 (909) 987-1712j� ' CONSTRUCT CHAIN LINK FENCE PER L.A.C.F.C.D. STD 2-D180 25 RANCHO CUCAMONGA, i IJ CONTACT: KEN PETERSON rip . • 19. V1 AND V7 ARE THE DEPTH OF INLET OF CATCH BASINS IN SERIES S�� MEASURED FROM TOP OF CURB TO INVERT OF CONNECTOR PIPE. C. METROPOLITAN WATER DISTRICT 20. THE ESTIMATE of QUANTITIES IS PROVIDED BY THE ENGINEER ONLY P.O. BOX 54153 SEE CITY STD. DWG. 341 FOR BEDDING NOTE: CITY 0 F RANCHO CUCAMONGA FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL LOS ANGELES, CA 90054 (213) 250-6564 ) SHORING SHALL BE INSTALLED FOR ALL ARROW RTE. - MILLIKEN AVE. STORM DRAIN MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE CONTACT: GARY M. SNYDER REQUIREMENTS. (CASE I SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS SEE GENERAL NOTE 6 FOR TRENCHING STORM DRAIN IN ARROW ROUTE AND AS IMPROVEMENT PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF D. GENERAL TELEPHONE: JOE (909) 608-1220 REQUIREMENTS. NEEDED IN MILLIKEN AVENUE. QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER CONTACT: JOE MITCHELL M.P.S.O. LINE 17A SEE CITY sTD. DWG. 120 FOR TRENCH ARROW RTE.-150' W. TO 1720' E. OF MILLIKEN AVE. ITEMS OF WORK E. SOUTHERN CALIFORNIA EDiSON (909) 357-6231 REPAIR AND OMIT THE 0.10' OVERLAY. CONTACT: STEVE CRONK MILLIKEN AVE.-ARROW RTE. TO 600' N. OF ARROW 21. THE CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE, (GENERAL PAVEMENT REPLACEMENT OVER S.D. ENGINEERING CONTRACTOR), IN ACCORDANCE WITH THE PROVISIONS SHALL BE 5" AC ON 7" CAB. ppF ESS/ F. SOUTHERN CALIFORNIA GAS (909) 335-7572 � f7� � DATE:OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND (DISTRIBUTION) ,,� ♦�O AGE AIU +fie APPROVED BY: PROFESSIONS CODE, SECTION 7C>�00 ET SED) AND RULES AND qo �, ,� CITY ENGINEER r RCE: 24953 CONTACT: CRAIG GOLAN � REGULATIONS ADOPTED PURSUANT THERETO AT THE TiME THIS390�• _ DM*N KM gym e j KcoN> o CONTRACT IS AWARDED. G. SOUTHERN CALIFORNIA GAS MNM 22. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND (TRANSMISSION) CONTACT: G.T. NICHOLS (909) 335-7572 * EXP. * WILLIAMSON'tioSCHMID SHM OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE TYP. SECTION ARR0W ROUTE ---r`�- -� p-�- �- - ,�I mme.c u e.arm awn.ww�•�W-m CONSTRUCTED AT THE SAME ELEVATIONS AND LOCATION AS THE Z ADDED LINE A I. I - SH r 3 +Z aY PCA• ?� }v �� �Ir11. ��' TPV w�►cE H. Mtn OF EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED. STA. S8+O6.34 TO STA. 95+73.76 �o LAVE A2.t - T. 7-4-55 o� WFp� ^ 1"=20' HORIZ. 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I ( P R 1 V A T E kdl O/C rr�.� r.�AAC Wtr4.�6I /14/,747,0v �'q-,e�� MIN. - -- - - - - Ae -BAR tAOtzl:2: 1"_ 40' VE V-7=1 " 4' S�ay. ��X.- I::;'- /�cyr l�Cl Cz r- PS t; 2'- 017 r�l I ,i a a • BOE i PT 1 C A L l S U S E o, O Ali(y� �GrX1�s2���.,rG i4CtifS .,'6 � a , 'f CONST. ✓CAVY A e I T MUST E L-O A fl T E ST E tD S114CL e4E R"CE.O� �" /,GOES feG7s!/.;fes 1�sfC�Y —/O' 8Ae 5 /OP TONAL l DILSTRIBUTADIV BARS l l`t E L T O -CN E S A T t S A G T O tJ GL71/J'TeUCTJCX/✓LY,�/7' 4'V, "AR 444'FX LET ITYP.1 O T E C I T y l rJ S P t_CTO Q . O (/A34A*9.tf.�Y QC T/Yil'!?7C04*C��'7fQ �TivL!LXlL2 e 0 gO,r SOFFir I d-BAR i LAUD/?/D/,CyL ,xi'!/l ,9lCU!/lpfYlr.�.1�� I S-r 9 A�,e77 (. LOWri/TUl'�1VAL ARS /W .CLL J 'r/O '!.�C C A�4IP.S /ifC i2R�1t3�L LGr,K1l/ r- /F I B COClnyv&9es V YP TP.4v5 F #E4 BARS 0 /B' � � s LAT. C , O.C. OfC A9 4 —� aiaC 5 L rOP L \1 = er C •9.ts ystS.�CEd/04CCl,C.OTf� /EA/A ,r�,AP-/,1/L.1/ !49.46 .P�i uF- I "/CAv6 PE✓�iF �� C-BAR . .ST•4.Q7L�e k/-4CC. /f 1 *Kl v y7 OF/J�Lr,-Aelfe f'/•ILL c.or e C 13 .4LG .6�� c ACL 'B�s /.7EG ET2-L> r . ° 'Z- 7 � Z-07-- 00 7 Q�,(,C,QEf�' 6�'/•4C/T/T/ES.4.� .9.IiR,O CX/.O 00 0 -' __- 0 Z' � ° C2-BAR L OWG/TU7WAL /�/C1f/ .9.1/0 lr5✓E J'lG�L DU.4,{iT1l/ES ,GaO,(�l /,UCLI�,I.� Caysr. ✓awT -BAR 9c/Y GST/G7l/.� SPG/CES. c ig BECT/ON Z I''' (I I o CJ-BAR-- 4B /F lU4lL r'ri'r>r'E'//ESS its cSYI /.UC3ISC PE�!/fC�CL- BECT/ON l "� F� suers �d 772!-S - � � o °��o • � � a f T/fS GoQ'O C ,, Tl i, C,d' `V �o T3 0 .l1fl/> !�l Ti'r'E c]F�1/rfeL/.UE /7/E Ao'wz. �G �' ALT rB�/7r//=/" ,!� SATS A'4 rxe-5 - ZC &ar /1t/vC2r O ALL TRANSVERSE CONSTRUCTION JOINTS SHALL BE IN A `� oC I �4r3 0"cvuls �G�/�'/� '' VERTICAL PLANE NORMAL TO THE CENTERLINE AND THE SPACING THEREOF SHALL NOT EXCEED 50 FEET OR LESS I I 1 F7-OAR THAN 10 FEET. CONTINUOUS KEYWAYS SHALL BE _ ° ° CONSTRUCTED AS SHOWN ON SHEET 2 OF 6. A COMPLETE ��'� CURTAIN OF TRANSVERSE STEEL SHALL BE PLACED �� 3 INCHES FROM EACH FACE OF THE JOINTS AND FERWFA /� AR LONGITUDINAL STEEL WILL NOT BE CONTINUOUS THROUGH THE JOINTS.�Ec�TEp I N ADDITION, EXPANSION CONSTRUCTED BETWEEN EXISTING REINFORCED SHALLNTS FORCED CONCRETE SraePUr+s 49B"OP 77 I M,� *4 BARS If lS' CHANNEL AND BOX CULVERT. (/3 - ,..8 T�''B �•N-B,sle mss,//'/'�B` U-J o",r c z'�•c s eves 191eleo l s -e re's molexL ./NICE 'erg 6fe'r1ow A /w 6CWZ45 c/OTE FO? ec/vF NOT CACCE/7 666 N,0jej?Z 6�e71041 AT 0,5Z OW SEE 2 C �4 SC�EOC/LE S E�'T/mit/ ,4 SEG 7710A/ i3 FD,P Q�DD/�/G LATA/L5 AV SCALE NO 6iWZe7 2.li6100 3 t•'o0 eel SCHEDULE R. H CRY SINGLE R.C.B. DU C B SC EDULE (CONT.) � DESCRIPTION OF REVISION DATE �p�'"ATD C3 BAR N7. ! SPA CNG 4r A �� nL 5/2 < /..x` 71- _ L,OCAnoN ARROW R OUtr 9ARS ragzavraL LENGTH %PTO G., VER rICAL LENGTH ,..,,, ro t=/" u`E LO'�O r�-- �' C�'�104!�T/ON C 11 Y OF RANCHO C U C A V 0 N C A G1ES VCOVER C BAR NO. L SPA CWG - T /d" #9t @ /�., MV 774 X 8'TO/D' s'Tl� G' BARS LENGr.A+ B'- e!/d" l 5it"TO.3-- fie'' �so X0.4,0 F BAP NO. 4 SPAC,rvG' 40 /B" #G Q 2D" SURAL BgC�Kr�GI ARROW RTE. - MILLIKEN AVE. STORM DRAIN 4-6yr pf 7' /.S' TD e.S' E�er/�GO,�ro .� ,slvl�'rov1' FvP 4: ,b'-//D �C.F BARS Lf NGTH 9--/"TD r/=/" C=/1?"TD 7=/' ' G,, '.p rso �f L'AvoAOT/O/J TO°SLAB TH0rWSS(77) 7-Y4" G %2" Fr BAR VO a SPACOVG *G @ /7" OIC/rX11-;'LC� �l/rory Q�60v/t!�' f Fa�ET SRC LENGTH G=¢ " '--� 3'ir!/�"TD4'-fir ' `�� EA�� `��P`Sf �e Q`� ' , DETAILS .SPIE FALL 1hVVESS lT21 8" e" _ _ G BAR neo. � s�A dvG' �¢ 8" ;�} �� /2" ' �Aps , ., , _ „ !(/el 1+7 � BOTTOM.SLAB THC'K/VESS(TY 9%P" �" LENGTH ¢-O TO 5-O 2 G D 3 O ,� ��" ' H BAR AV s SPAGN& `S .4CLOK/.4✓5f<� ��s � ���►� M.P. S.D. LINE 17 A B BAR NJ. S SPACM+G J /.' 5 /3 yIRS Lp�TH ' " � �� �.- �� �• -O 74 s-o P G ro s—o d� pf E ssl BARS L NGT.H .���.« r0 r/�.Jir GLrY?.r tri 7,r�ie" + �c 4000 �S/ 4T l8 L3IJ^S A Q� O�' _ ✓ 9AR NCJ. �� P� �[(/ !�► APPROVE D BY- - DAT E B/ ' BAR NO. 6 SPA 4'.S d /s �`i� � / ' AARS I � � � � 3ARS . ,/.. ., a S _ :e .. �. '1 n� /, i.FNGTH -/7p TD V L/ 31-1" TO / n r B A �j✓"'�" `%%�L/1/ �'I?Y EN(',INEE R L��;(iC - - RCE 24953 BAR NO. 1 SPACMVG B" 7�¢ /2" ' c s ,�e ego erac/� srs �e mac./ sa-eta _ BARS NOR/zavTAL L ENG rH ,3 Y'�Tp¢=p/p" �!/f/.t",''D.7-P t' �p�.�.�� �, r^ �FSH,.N ���.r: �a,v.c:;� a< RECa►�uEkOE D 30 VERTICAL LENGTH 71-1f" /i^J / n7vZ'�J " /yi4r/NC/A�./(1 /i4i31� .s'�/L A AAA/�i�J i C/���4+ /P�'f /�/���/�/ �j�y ? MHM BAR NO. 6 SPaCAVG dw B" IV /2" - - -- 7�/n�rAL//�1CC.GL�//� G.�AGY(.-/�/G�//�F a!/1 ` - G 30 * __ WI L I. I AI li SONO^c SCHM ID BARS Hg4IZONTAL LENGTH / I2" f/:-/" �J % /1/Y/C"g4 869,ol/UV aGLT/VN ... . w ...._.._. . w �P_Ef 9�OTE1J�'C/iCAL /.UvES776.Or/GK/, GbIY c.P.EE,C CJ/.sv,(/EL --- Jif ,r \' w:A;.�•.x nc e.on� �.rte-f�s .nor r wr J'A,U —.-.— - VERTICA� L ENG rH f'- ;)" -3 `TD 2'-S 2" +' BAR N7. d SPaC/NG ,#S dpe" 0v& Ile GY4rE0 /2-�5-85 f OF C A1��0 -- _ _- Ar�`••,�•cE nes s/.e.w o covrv�r.4.lirs �� Q TPV HORIZONTAL rAt ivG TH ¢�- •• = •• " '� r " cs{e�rEc� R c E wO333GG DPRe`' ' N -_ BnRs O TO G 2 8/? T 3-er1► ✓ER TICAL LENGTH r' -7" TQ Q�/'I K F of : ¢- /L- /99¢ FILE NO A5*/3 LL JN 93627 SHEET 16 OF 19 - ........................................................ to.... .. ....................... MA TCHLI S S SHEE EE T ND P/P I 'I i 1+ 1 MA Tl..l7 .. L NE 95+68.76 j 5 1 IVD 7R NS BEGIN TRANSI RON,} l SEE SHL I rn 1+41. 11 BEGIN DANS ' 95+68.76 BEGIN ANSI TION 95+M OD MN NO 4 t i Il .. I +67 i 1 ENO plP E 11416.75 FL I I RIM E'LEV' 1>r58.�4 '� 95+73.76 END TRANSITION "D 1+5 i. i END tR NS -05+73.76END NSI TION 00 f rn ?1+41.1�i 6IEGIN TRANS ~ 7 tp ...... .11:46,74..FL;,.... :. . `" 1+05�dd 95+78.00 MH NO. 3 O I - ..__ _ a X95+82.D0 LINE" A w LIME ' A ! + ` I 95+86.00 IN]: L IN A 95+86.00 LINEA N4532'10"W O ,� ,� ,, -1f00.00 41NE A--6 I SEE SHEET 5'', FOR P OFILE)� 0� A 1+00.00 LINE A-6 ,\ 1+05.66 . . :.... . .. . ,....1+LAS►66- 1111 r, LINA' A.,6 e� 96+07.21 LINEAsoI i . 1+00.00 LINE A-5 s INE A - i } t a. f --- 9fst0721> `IfVr, IM-:A .. l , - 2'1 q"w n?' N�5 3 i S 0W A-6,,,:,: 1 ;+ EC`i SHEET 4 ROR-PR..0 IL.E)... 1+GQ.Q� j. 41 N t 1 a ' ii Icn n cn 1 r � -t- 2 � p c�j^ cn tiy n O O �y i i ;n •b '; �> C C C p r*t I t 59.E nto.42E'irn . r l l 'f' � � •� f Z nE R1 i (/� t}� n I n j �.... ..-....................-...... f ._.....----------------------- cw L ; _ � r '; '`!� � �+� � `�\��\, ..~.. - •- + � i2+Cry:iS> .�._. > t"�1 o C�A JP g. II77 nII ....... 17 . ... ... Z Q� it 1 o # I ,: jII` II � i chi E.►+ ... , }, t,, � gg 100+54.00 `i 100+54.00 '; ►v c., c., c., w _ H j 0o N X. 1 X. 1 Q' , {' ' E 0 C'B E i:B <I, 20 i -+-pn� :.. Eb , SEE DETAIL B ON SHEET 4 6 SEE DETd)� Ai :i0 EET 4 OF 6 4� co �'`Lt�5.lzF�r1 .lN ' LINE A - J N44-27-504' 1+331 9 � , GMP RiS�ft ,. , O ; ; (SEE SHEET 4 FOR PROFILE ' �► .1d0+94 131 ' INT: S N© 11+Cpl-So. D B•G. v + , ;I , is �� �! �' }. _ . >_:.,..._..:.,�.,...�._..:.�._✓..�., , �.:;.�___._..__._..__.. ... _a__ .. __.__ .�.:�1+ .. �(lY - 1+29.23 A - 4 CONC. COLLAR 1+05.213 �x d I'' EFi T, i.FOR PROFILE) 100+94.01 PNEA 1+00.00 ONES A-3 & A4FUTi�ST. 1+67. END pIF'E 1 101+87.76 BEGIN TRANS1710N I FUS IOVEMINTS - 1 ENb P/pl I 101+87.76 SEUN MANS177ON " _. 101+92.76 � M.H. NO. i3 v -"` ��� � 7146:r3 FL # oo/ I l+ y 11 L ND TRANS. O 101+92.76 AIl4.:;N0'. ,#,. a f Z n 00 -,o N ' _ R/M EI. V_ t 1156. NS. _ ,._.H. .. ....40 ... .... _._. . . ., .. 101+9776 I N °� rz O� O 1 D1+97 76 ENO; TI�ANSI TION -t -.- , END TRANSITION ;; 1+3.5$ ' ENI 1l�ZANS. ��n O ` 1146.12 FL '1+07 0b ` '/NT ' IJNE A=r2 i? �; 1,02+05. LINE A 102+10.00 LINEA 4 �LrI N A -2 r. ... : �,� 102+1000 'tNI :'tINE A''` 1+00.00 LINE A-2 �� N4$`x'10"W ,L�. sx 1+.�Q.QGI;UNE X4--2 102+31.21 LINEA 1+00.00 LINEA 1 4: i'f ':66G TRANS. • 702+26?1>`L7W A, i ►3 i ; Z io2+,VI.2f INr"UNEA, �n?c ► 1+06:00 CINE A-�1 f , r _,.. , _ . o(A -� z • I .............._ 070 _.. _. _- - D ....._ o . i .... �4 Sl __ ........ _........_ c� ; ........................ 1 i o , r'1 Ln 50' Z ,/ N 7 44 14 k, � C / ` ....104+75.00 M.H. NO.'. S s� '� I►� ' 44 .23.. iNr --,.. _..................- 104+r5. MH:° NO,;.3 +� t. _ . . ....................................... 4+B .23 Ff#Z -Ritvl-rrss z RSM.ELEV 1.158.08 _._ .o i 1045.84 FL - re7_r� -u: rntr E?C. C3�` :: - -- ( 1 �X7� ) n - o r, - RC8' SEE 5HT ,; Ul =� ,/ E 0 H ,, 104+82.2, ^, REMDVE EXISTING 8RlCK r t 1~�R PRoFIC ; cr/ . i r� 8'Z+ JOIN EXISTING 10'X7 RCB O ht . % p C ~ O 'WORTAR' PLUG idt JOIN. �c TY ' �D r (SEE C/ SD PLAN NO. ♦wy 14188, SHT. 20`OF 66.) ~' 4 INSTALL 18" LONG\ NO. 4 BARS,9``lNl V ,:. r _ SIDE ® 12 0�S JN ALL 4 WALLS) p � 00 O O �e ...... � nn -i z a D r Q w 1146.06 fL gm � n� r n c> n c�n n n n n n n n n n n n n �n n w � 00000 p o 0 0 0 0 o p o�oono 0 o p 10'X7' RCB zv Cn D zzzzz z z z z ZZ Z Z � z ZoZ i � a z m m D ti �N cn cn cn cn z cn Z cn c�Z cn c� "i cn cn o I ,*00.0._>C IN , f 0 O - z z ccnc�c c c c c c c c cic � cyc c =� c c N)'o102+10.00LIMEA I (D -i o m m n X nz� n -, -, Op� n � n n � n y �a .z 1+0 v, ! .. _ , ... ...>.. -� -, -, -1 -�_ -� -� -i -� cn 1153.75 1'Op (1'1 P A N o o �n �-� It46.20.FL.... II + N m� wn rn tiz� o Q o ''� 4 GAS' TF), •O cn n z 3 i v -� 4MANS $ -.--. '' m Q n v 1+ f.11 PEC. O � � - '� � � vzi � � _ -q � n � � � �u, � n - c�c.r � b g © � 8" GAS. , . ._aL �. � I; 00 Z7 0 1 � pyo 0 0 - - - �r.v � � O n - - I 1146.23 FL � c, o z >� ro � 2 � v, n n r- Ov \1 O m m i m z z z o 0 0 "' � -��1 ` ro n n = ao ano ( �.. 1149:34 6141: o O r 7v 2 2 2 2 O O �R►1i I-' Z D m� p nn� o O I I OZ O N b b $. 1146.25 f� ., 6".GAS;, O m O < � DpC� - � � N ��• Vr0 � �r� r �m � � C � � C ,... .,.>..., I ... =D r'r n =c,� o oA � r �cZ 1+65.61 END p'/fE v � 0 > 0) s� Z � �_ � c c c �` � b O cn 4 n n n v o o o b k 1146.37 FL II - jO r = o �Z � �' �Q� v 0 � � � v oa y am.. 1146.10 FL .. p , . . � � m � Z r D O z c o "' n pp Q '"I. . ..:.:....:.... 10X7 RCB . . . o., . .:.. ,', >_._, D lT � > Z -• O Z � � I , -� z z o m � o �w i00.Do /Nr n o �?,° m fi c� o o n O O N O W 2 2 v 2 ar.:.. 02+31,21 LINE' A -i n C7 C c� y w ►v c� o�"i n r- 1+ 7 N O W __ y ni r*, cn cn = 2 ('� II 1153.63 1OP .- - oo z # n N r "� cw �" `''�r'1 rZ*1 W "� "� c O ``�► �1. 1146,22 Ft, o r..... . ,, 4 GAS = a 0 D D r n ru "1 "1 �'y y II o ,�`` n-y O c � o c,,,cn� o �o � �n m -i -� ^, � -.o � 1+41.i f ,..MANS . a - j (1153.89. SOP)-�',>.: .. c� r*' c fTl �D + N ���� 2 2 iW v►v N �' �'v -�o�:.. 1146.25 A .5 0 ;. . .. �: B.,.GAS .. ,_� � � - � _ � � Cn b ., -c m m m r v w x= c,r -� U' I g : 1+51.11 ENp ;TRANS• CEJ N i ,� cn cn n (1149:22 lOr;1 - rr v cn p m O r� m I� t i N D Pg-'`h 114 . y o O ° 1.+67:11 END:PIKE=to+S!!5,OC) , - �I �' rten (,,I LIN nt E A 2-I v Q 145.42 FL (Jl D: \93627\SORA/N1.0 NG -'Cb o Ln 1146.72 FL i: . }, + $+ w r ; ��... 8 X 7 RCB : x q ( � � . 1+00.00 I o c�►--- _. _. . . __ .._. _.._ CCIN S T. -� �. - _ =96f07.2r LINE A' � � rno s 05'.15 It rri 1153.3© / ` A ( ( �4 °� _,� I n2 �• �� 1146,$.7> FL ,. 4 'GAS' 10J.61. :1"OP�! . po , ,I l � � �� � � I j 'I .. od 8" CAS - � ;� ,� v+ 1�►� I ! ' _ <;•` _� �1 ' � I 1# l It. y j f , V 1�y _' e. 1146 8fi fL Y# p ;'+368, B© `.. 1+51. 11 END TRANS QD .36",GASES „ 1146.87 FLoxPPR 1+67.11 ENO P/PELn ' '1147.03 Aull i N75t26 13 W o � MA ! C! 1 LINE 87+62. 58 ST STA ARROW R T �` °°� (sem' si►tE '>j FOR ROFXE) - - 7+36.89 I �?. 87+34.56 END PIPE I ,3 I I ' :.........::: MFI N . 4 =80+87.26 ST. STA. MILLIKEN' A VE. S I �' ' ! 7f36d'9I MH Ivo. 4 SD STA. a j 1148.58 FL _ RlAof'E tY ` =20+00. 00 ST. STA. M/LLIKEWAYE. N , � •$Zo+os,00 sr. TA. �, r '�' �,.>.,.. yrs 9s, I A 1 74-54'037,61=24 ;1=2.50 ?* - 87+4.x.56 BEGIN PIPE �.� x 0 i 79 8o i. A2 + 4 , C2= 0;01=48';02=60" vi<. -v o�-o I Z2 MILLIKEN AVE. 87+34.s s' , . MA 1H /NE 114a58 Fc II - -�� 8T+56.89 BC o 1 1147.56 FLON 88+04.84 SD STA. LINE A = SEE SHE,E"T Jr 87-X96.8; EW PIPE w ,. ! k =10+00.00 LINE ' I�JE A-8 Oo .�z FL o:.. a a a o 1147 M. Sr7+99,6? °° . ;i CO)Df cti 4 2750 E .... �}, , MH N0. 4 t I ( E 5 5=EOR,PROFILE). O n /1111R/Af EL£V IE 88+06.34 BEGlN.P . .. ' \ i t t147.51 F4 e1°� T. `dc SD TAS' � r -� _.. l ` . ,rtJ H I o FA 1147 49 Fi; -� ko til r y, o t c c�- • ro j I - 5�+ I 2 Zn 2 �. I i • ,'11 N) / 2 �On + Ii A. rn It 00�, moo \ ; b; II ' �, + II . r- $ \ i p O 1 t I �. .. > , _ ..,,. :}. , , 1. ,i, , 1+ ♦si:,>. 4 rod ) • 1 ; ► n ?� J f I PO o4 e s ................. i p is 4 b m i °: R1 n R. O I ry p \ �► , n 2 � I I I I f • •� �' O i ,� 1 i �• v �o o� ry j A. I ; l - , 1 i• .,E ��• i i i �:, 4i ; , r'1 �.. ... .. _........ V -a 1 92+02.67 END: PIPE >. _ 1147.12 FL n 92+05.00 MH;' 2 , D ; w 1 O 92+07 33 BEGIN` PIPE 3 °;r 114711�'FL ; C11 v (N O CJt O r'1 Cw n O C.r N ?C \ rn s } �rn li , ,• , r ! f l ,f _fa t : f 00 r L � ' + i tip✓ I \\ fi� d ( ` � i I • !j �._. \ `+. _.. ._ _ ,...... ...>-•-_.>.. ,.,. -J E ► t , ! j 1tt , I I i t # cel f III , ' • ,,,>.' ,>> , , Il j l i i. i � s o ` k t l i I � �` ►� t I n l .I L 00 47 ' 14' ; l I I '� w ............_......_..... .. (� ./1 :f .> ;..... > r'1 r1 -„4, is t< I ;j Z, .. .,� is .. .. .... ..... ...... ,.... _ .. (� #) ( �. p r I l � 95+68.76 BEGIN TRANSI1)ONcin n 95+68.76 i?MN' 1'15'ANSITION f o. 1146.75 FL MATCH LINE z - I ri `, I i r', MA•TCH,-,LINE:; .;. . SEE SH T EE 3 E 2 #. �� I i o� do � ' • ,: I z �ti >f.�LANfC6" PCO $ w o (r 153.65 WP) o © , .. 0+87.00 9M' r w " a :.i� . „aTYs7D. 340,.::,.,. . ; 11433 75 EX... 16 WA TEP .. _. . .: t (n $ (1`153:07 Z 1143,76 /rL 5=0 00i 1+017:00 INT w ►v - 1+08>00 BEG TRANS, .__ 100+54 00 LINE A 1143.78'ft SAO:032 m 0 d�' �'�O 14 g } i �� ,� .a n n Z Z o o ,• It DEI'Ali:: BLn •aiHlS >SH 'I •--- • 1+5�76 � � •"'' � o Z7 1456,6 Z b po '� D_ Z7 0 Z 20 0 o o Z 1151.10 FL , ..,.. . 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