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HomeMy WebLinkAbout2320� ._�.. ,.,. ,. �. "5`crr.., »,", .:ter ,.r ,, .�aiew ;mot .� .. _... f .n��s`? ..�. u awr � �. e_ nm 3m.a Aa, S.. %�n�..• � •.� - ... � lu.. �a � _ � �... ._ .v a r ., �n ,- � � � � �a�,' �,r� a � ,n �. ,�,. � ,� �,�r �tu� ,F � ,.. ,. ,.,. , , <<,... ..,. .. .,. -- CONSTFy STREET A� rC � ,ONSTRCfCT WOOD BARRICADE PER CITY STL).,NO. 431 E � �IDEWA C_ _ ER N PAY....... . �-•�� ER !r'retr-rA'cscnin/nnrv.0 nt4crl y R� R DIDrRTAl TANGENT 8 1.8. 00, Q t b N$28.4. M I • ® p rwo -!4!! - . t 6 1 , -umm �mm { u r e � ! r; I� d drj: x 3f ,:,.YJ bt � ) � I r I b �.. �.d^. 1 �xu a .. � f. x. a`. �� .., .. .�. - w... �.< ., avd�u�-� r� �.3 1 -, t -f_ Y x .— �. r .. Yve: � _ �, t 1.< .a . ', a 1616 1614 1612 1610 1608 1606 T PRQP. r 1 n �WW , a PR AC , , V ! - ' ,PA MENT,' ', ' ; I J 2.1 `" 1. $ .0% ! ♦ 4:1 ♦♦ i IL t , 1 1 1 ♦` Ir I ; EXIST. ♦ 6 GROUND \Vr 1616 1610 1614 1608 1612 1606 1610 1604 1608 1602 1ana 1ann rl I , r I , , EX1 T. ' R I 1 , ' '1 PR" R W , J r I r r 12 1 ` ?pp 2:1 S PIZ n V\ PROP. M AC , ' 70Z I I , r EXIST. , \ GROUND t ` —80 —60 —40 —20 0 20 40 60 80 —80 —60 —40 —20 0 20 40 60 80 65+00 68+00 1620 1618 1616 1614 1612 1610 rr !1 I! t EXI '1 R I. R 1 If ` '% i r / I n J Wi 1 ` J � , PROf AC, 1 ! r 4: 1 1 r r f \ I 1 ' l EXI l 3 T. -/ 1 I GR ND ` 1 ! 1 I MOMT�MPA 1618 1610 1616 1608 1614 1606 1612 1604 lain lance ,5 / 1 / 1 EXr T. - ; R PR P R� --- I " 1 t 1 , 1 1 � , F , J 1 �i`♦ t I I 2: t P OP. AC P VEMENT 170Z 4: t `♦ It it I J EXIST. GROUND —80 —60 —40', i —20 0 20 40 60 80 —80 —60 —40 —20 0 20 40 60 80 - 64+00 67+00 1610 1608 1606 1604 1602 lann 1612 1610 1608 1606 1604 iano 1608 1606 1604 1622 1620 1618 1616 1614 1612 r , 1 , 1 , 1 I , % 1 O PR AC ^O PA MENT M 1 1 2:1 1 �. J'1 EXIST. GROUND t I I r ` 1 1 I 1 I f i / 1 1 1 i I 1 r 1 , 1622 1614 1620 1612 1618 1610 1616 1608 1614 1606 iaio lane r 1 f 1 r I , 1 1 1 f I ! 1 � 1 EXI T. 1 R N R W 1 i , 1 J ri b a N I i I 2.1 OP. AC 1 VEMENT \ f ♦ 1 ♦ ' EXIST. J ' GROUND \ 1614 1612 1602 1610 1600 1608 1598 1596 1602 1600 1598 1596 1594 1 , r 1 f I r 1 / / 1 1 / 1 1\ 1 , 1 1 EXIST 1 _ RI W ' -- PRqP /I , I J 1 ! ! W 1 1 1 � 2:1 1 , / PRO AC PA V WENT D% 4: t ` EXIST. GROUND ` 1604 1602 1600 1598 1596 1594 1592 1604 1602 1600 1598 1596 1594 1592 -80 -60 -40 -20 0 20 40 60 80 71 +00 1602 1600 1598 1596 1594 —80 —60 —40 —20 0 20 40 60 80 70+ 00 EXI R T. ' — ` PR 1 \ R W W 1 N q a. 2:1 P P VEMENT ` 170$ .D% EXI T. J \� GRGJND f -10U, 1606 1604 1602 1600 1598 1606 1596 -80 -60 -40 -20 0 20 40 60 80 69+00 'lane , I , I f , , ' 1 I ' 1 1 ! I , 1 1 1 PROP EXI T. R -------- -------- 2:1 S q S S S \\ 1 1 I PRC P. AC PA _MENT 4.1 rEXIST I D \ —80 —60 —40 '—'' —20 0 20 40 60 80 V 6 V V —80 —60 —40 —20 0 20 40 60 80 V V PROFILE SCALES 62+ 99.06 66+00 HORIZ.: 1 "=20' INTERSECTION WILSON AVENUE C/L - EAST AVENUE CIL VERT. 1 = 2 , , 1 + '1 , 1 , 1 1 11 + t , , , , 1 11 , 1 , r + r , 1 i \ , r / + 1 � / 1 , , , i + 1 1 , 1 i I r r 1 , , 1 1 1 I r r 1 , I i , r , 1 r , , I , t r 1 , 1 + , I � 1 1 r 1 , t ULT R/W ; 1 r '1 1 , , EXI IT 1 ; RI OV I�t 1 i , t vl r r r / � , r \ EXIST. WOUND 4. , Ph OP. AC PA VEMENT 170% lsoo 7640, 1608 1606 1604 1602 1600 1598 7596 1594 1592 1590 1588 1586 1584 1610 1598 1608 1596 1606 1594 1604 1592 1602 1590 1600 1588 1598 1586 1596 1584 1594 1582 1592 1580 r / r' r r 1 + � r r � + r r t + , r r 1 + � r + I r i i r cn RA EXIST ! o 1 q i 1 , , 1 , - ----1 w I ' 1 1 ULT. i h n R/W --' E2 12 N J 2:1 I. � • � , M M 8 PROP. o i PAVEME T _I /. z , CAN Isoo 1598 1596 1594 1592 1590 1588 1586 1584 1582 1580 -100 -80 -60 -40 -0 0 20 40 60 80 100 120 75+00 1590 1604 \` 1588 1602 1586 1600 1584 -100 -80 -60 -40 -20 0 20 40 60 80 1598 73+ 00 1603 �I y O 1601 J n) 1599 1597 a n 1595 z y n x i i 1593 3 a E 1591 0 E 1589 1603 1596 1601 1594 1599 1592 1597 1590 1595 1588 1593 1586 1591 1584 1589 -80 -60 -40 -20 0 20 40 60 80 1582 72+ 00 i , t 1 , + + 1 , , ULT. I R/W ; I , t ' ` , t ' If I EXII T. If R OV � ` r , tpp , , r 2.1 ' PR , , 1 , t \, of I I � p o _PAOP. AC I70z ox 4.1`` EXIST. GROUND ' 1593 1586 1591 1584 1589 -80 -60 -40 -20 0 20 40 60 80 1582 72+ 00 i , t 1 , + + 1 , , ULT. I R/W ; I , t ' ` , t ' If I EXII T. If R OV � ` r , tpp , , r 2.1 ' PR , , 1 , t \, of I I � p o _PAOP. AC I70z ox 4.1`` EXIST. GROUND ' ULT. EXI T. ; R/W R t / 1 , / ' i r , It -' 2:1 \ t I I 1 1 / 1 / 1 1 1 1 1 1 + 1 t 1 i , , \ , ` I 1 1 '1 m h 1 , J , ULT R/W , I I �I \ \ \ g 1 \ wi o, 2.1 EXIST. GROUND 1 4: 1 PROP. C VT ZPA"E 1. 1604 1602 1600 1598 1596 1594 1592 1590 1588 MONTI 1584 1582 -80 -60 -40 -20 0 20 40 60 80 100 120 74 1594 1592 1590 1588 1586 1584 1582 1580 1594 1592 1590 1588 1586 1584 1582 1580 -80 -60 -40 -20 0 20 40 60 80 100 120 77+00 ULT. EXI T. �'� `. 1594 RW RW 1592 1590 1588 1586 1584 1582 1580 15 78 r \ I \ r \ \ r \ 1 J , t 1 \ 1 ; 1 , ULT. EXI T R/W R/W \ r \ J J ULT. R/W \ r , / ` I 2: } EXIST. GROUND g g $ --------------- PROP. C------ PAVEM NT 1594 1592 1590 1585 1586 1584 1582 1580 1578 -80 -60 -40 -20 0 20 40 60 80 100 120 76+00 %- , , 1 / I ` \ / . t 1 \ / t 21 , 1 1 11 , , , 1 n If I M 1 J ^ , ULT. R/W J 4 �_ cc 8 0 $ or'- $ EXIST. GROUND �I i PROP. AC PAVE ENT 4:1 uh _J DESCRIPTION OF REVISION DATE crTr APPROVED MY OF RANCY-10 =AA40A GA W LSON AVEME CROSS SECTIONS PROMS SCALES STA. 72+00.00 TO STA. 77+00.00 HORIZ.: 1 `20' VERT. : 1 "= 2' Approved By : DATE: G— 2 &—/ 2 RO S I Nq CITY ENGINEER RCE NO. %2 DESIGNED BY: RECOMMENDED: c s y ? RGP AHICASC w NO, 7233 EXP. 06/30/14 DRAWN : SHEET C 0 N S U L T I N Ci /�si4 RGP 937 SOUTH VIA LATA SUITE 500 2 OF 5J1. w. O kt f OF CAS CHECKED BY: COLTON, CA 92324 DRAWING N0. PH. (909) 783-0101 AMT FAX (909) 783-0108 2 3 A 0 ULT. EXI T R/W R W cc 1586 0 1584 1582 1580 ULT R/W EXIST. N R/W ULT RIW I 1 N ^ g' g; 2:1 PROP. PAVEME T .D% \ 1 , ----------- EXIST. ------------ - --------- GROUND 1586 158 1584 1578 1582 1576 1580 1574 72 , g, ^ J 1 �1 2: g 112 e J CONC. it V-DITCH ^ � C � S g g g ULT. 2:1 r: a R PROP. C \ c I PALM T 0% S a , , \ 1 EXIST. ----- GROUND roov 1574 1578 1572 1576 1570 1574 1568 1572 1578 40 -20 0 20 40 60 80 100 120 1566 R/W ULT. I EXIST R/W R OI W oI_ �I ^I rn \o n 6 to cit P OP. AC t PR AC D IVEWAY ____' pA MENT J. EXIST. PROP. AC' ,GROUND DRIVEWAY 15 74 1572 1570 1568 1566 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 - 81 +00 85+00 -80 -60 -40 -20 0 20 40 60 60 100 120 88+ 00 1588 1586 1584 1582 1580 ULT EXIT W ULT. R/W R%SW R/W a N 1 I J - � JI 2: \ PROP, I� q C h ^ PAVED NT \ , 1 EXIST. GROUND --------- ` 1 , 1 , \ / 1588 R1W Rlw R%W 1582 1586 1580 1584 1578 1582 1576 1580 -80 -60 -40 -20 0 20 40 60 80 100 120 574 1590 1588 1586 1584 J J OI at �I W N R/W _----'"-- ` _--- O o , 2: i PROP!, AC PAVE ENT 0% 1.70 , , 1 4:1 / / , / GROUND 1576 1580 1574 1578 1572 1576 1570 1574 J �p ULT R/W EXt T. 1 RIN h � I \ 2. �JI � � CONC. 12 � I V-DITCH �, J, « ' S 19 i 2: t S S \` ' PROP. C I ' EXIST. Z 0% 4.1 f GROUND 0 15 76 1574 1572 1570 1568 80 + 00 -80 -60 -40 -20 0 20 40 60 80 100 120 8 4+ 00 -80 -60 -40 -20 0 20 0 60 60 ,00 120 87+00 ULT R W R/W- --- 2: 1 -----' `\ ` a 1 J � PROP. 0 ; PAVEM � `� `\ 1 1. �• .0% 4.1 /I EXIST -----__-_ \ I GROUND ,590 EXIST. ULT R/W 1584 R W 1584 1588 1582 1586 1580 1584 1578 1582 1582 -80 -60 -40 -20 0 20 40 60 80 100 120 79+00 1576 1594 �I7592 J J 1590 9 ib'LI5 J 1586 O L s i 1584 E m n ` 2.• t , ' I ' 1 \ , ULT. R/W t2 h h J S I RIW % PA0% :1� z g; , n 1 EXIST. GROUND ` ---------- 1580 1578 1576 1574 1572 1570 1592 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 D 20 40 60 80 100 120 83+00 86+00 1580 1582 1578 1580 7576 1578 1574 1576 1572 1574 N t= J PR P. 81 1 R W �Il - ----------- EXI T. I ULT 21 R/W h---Rl CONC. _ \ l U ji � `11 V N NI , 2:1 1 I PROP. C PAVEM NT 0� 4:1 ' EXIST. ' GROUND I 1586 1584 DESCRIPTION OF REVISION y� .�ADATE Miff / y� RA=AM0AW 1582 W///����////\��\//�/ucXW AAA(/V�_E�N�/UE//�� SE �V/R/ PROMS SCALES STA. 78+00.00 TO STA. 88+00 00 1580 HORIZ.: 1 "--20' VERT. 1 2' Approved By : DATE: G "� �Op FE Sw-IO* CITY ENGINEER RCE NO. 4,k Fy DESIGNED BY: RECOMMEi 1582 __ ---- 1578 �ym RGP I A E CAS C ` —80 —60 —40 —20 0 20 40 60 80 100 120 —80 —60 —40 - —20 0 20 40 60 80 ?00 120 r N0. 72332 DRAWN BY: SHEET ----- EXP, 06/30/14 C O N S V L T I N G 78+00 82+00 n,��` RGP 937 SOUTH TON ('A 1LAATAGS� 4E 500 3 . EXIST. R1W `. \ r \ ` I \� 1 I , ` 1 , 1 1 ` ` I I I I \ 1 r ' , , ULT R / n 1 , I \ 1 \ \ / pp pppo 1 _ PROP. C 14: PAVEM NT 1 - ---___ ul- 1590 1586 1588 1584 1586 1582 1584 1580 1578 EX15 T. R W J S; ULT. R/W --- ---- , °w --o -------,\ N ULT. R/W ' PROP\` C 1 21 PAVE T , 0% , EXIST. \\ GROUND 4:1 11 15J4 1552 1550 1548 1546 1544 100� 1552 1550 1548 1546 1544 —80 —60 —40 —20 0 20 40 60 80 101 +00 1556 1554 1552 1550 1548 1546 R T RXI W T. o, o�opp ` o; i J �F L2 h 2W 8 I I 1 1 of at O ----- PRi OR AC PROP. AC PAIEMENT VE -PAEXIST ENT 0% _ ROUND J , i 1 1 , EARTHEN TRAP. CHANNEL ; t , r 1 ' 1 ' 1 ' , r 1556 1554 1552 1550 1548 1546 -80 -60 -40 -20 0 20 40 60 80 1 00+ 00 R/ W R1W � � � y W 1 � n � q h n v PR I, AC —Ph OP. AC JA v\ J $ - 1.70% 1 Z 0% FARTHFN TRAP. f CHANNEL 'tl EXIST J 1 GROUly t , 1 1 1 I 1� ?558 1556 1554 1552 1550 t548 1558 1556 1554 1552 1550 1548 -80 -60 -40 -20 0 20 40 60 80 99+00 R�W RXT o m ($ ---- - - `- $ ^, PPP. AC h P "' . AC P VEMENT P WMENT 1� % o i t EARTHEN r TRAP. a EXIST. CHANNEL GROUND 1 , 1 , t , 1, t, t' d 1548 1546 1544 1542 1540 f548 a1546 1542 1540 —80 —60 -40 -20 0R 20 40 60 80 102+ I7 /7 . 80 INTERSEC17ON MLSON AVENUE CIL - WAROMAN BULLOCK ROAD CIL 1554 1552 1550 1548 1546 1544 F PROR N AC PAO AIENT e _ 0.99% 1.61% (0.45R - ----- ---------- h -- -_ _ _ — — - ---------- - --0Z EXIS . AC PA MENT 2' AC GRIND 1554 1552 1550 1548 1546 1544 -80 -60 -40 -20 0 20 40 60 80 102+ 00 EX1 T. W RIW 1 , 4 4 O O O n n. PROP. AC __-- _; PAVEMENT 0 ' 70% t t EXIST. GROUND PROFlLE SCALES HORIZ.: 1 "=20' VERT. : 1 '= 2' DESCRIPTION OF REVISION DATE I APCITY PROVED CITY OF RANCHO CMA 4ON W CROSS SECTIONS STA. 99+00.00 TO STA. 102+77.80 Approved By : DATE: 6- CITY ENGINEER RCE NO. r, 3G77 DESIGNED BY: RECOMMENDED: RGP , A E SIC A S C DRAWN BY: C O N S U L L I N G SHEE? I RGP937 SOUTH VIA LATA SUITE 500 5 OF_ 5 CHECKED BY: COLTON, CA 92324 DRAWING NO. PH. (909) 783-0101 AMT FAX (909) 783-0108 3 it O 0 I VICINITY MAP SCALE: N.T.S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMINIFY, AND HOLD THE OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE OWNER PRIOR TO THE COMMENCEMENT OR WORK. DESCRIPTION DATE I APP'D ��cF,oR'E,Y�G Call:• w�IsY.a� 811 Cucamonga Valley r District WILSON AVENUE 24" WATER MAIN WORK ORDER N O . 7134/ 0220981 PLANS APPROVED BY: JOHN A, P.E., (RECTOOR�OF OPERATIONS & ENGINEERING SERVICES DATE: Cr ` ' R.C.E.:52093 EXP. 12-31-12 .•11111110 1 SHEET INDEX HL DWG. SHEET TITLE 1 G-1 TITLE SHEET 2 G-2 GENERAL NOTES 3 G-3 ABBREVATIONS & LEGEND 4 G-4 KEY MAP AND SURVEY INFORMATION 5 C-1 PLAN AND PROFILE FROM STA 10+00 TO STA 13+50 6 C-2 PLAN AND PROFILE FROM STA 13+50 TO STA 18+00 7 C-3 PLAN AND PROFILE FROM STA 18+00 TO STA 22+50 8 C-4 PLAN AND PROFILE FROM STA 22+50 TO STA 27+00 9 C-5 PLAN AND PROFILE FROM STA 27+00 TO STA 31+50 10 C-6 PLAN AND PROFILE FROM STA 31+50 TO STA 36+00 11 C-7 PLAN AND PROFILE FROM STA 36+00 TO STA 40+50 12 C-8 PLAN AND PROFILE FROM STA 40+50 TO STA 45+00 13 C-9 PLAN AND PROFILE FROM STA 45+00 TO STA 49+06.50 14 C-10 DETAIL 1 15 C-11 DETAIL it 16 C-12 STANDARD DRAWINGS 17 X-1 STREET CROSS SECTION 1 18 X-2 STREET CROSS SECTION II PLANS PREPARED UNDER SUPERVISION OF J AyDyC'i No. C-70868 JESU EDUARDO ESPINOZA, P.E., Exp. 06-30-13 * SENIOR ENGINEER CIV � OF CNl\F� DATE: 11 R.C.E. C-70868 EXP. 06-30-13 DESIGNED BY: T. TRUONG CHECKED BY: EDUARDO ESPINOZA DRAWN BY: T. TRUONG DATE: 4/11/12 BAR SCALE BELOW IS ONE INCH ON ORGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY. 0" V, ! °- -- j — hr v j� j Q LII PROJECT SITE o �. ca i WILSON AVE. _ t I , i LOCATION MAP SCALE: N.T.S Cucamonga Valley WILSON AVENUE 24-INCH WATER MAIN Water District WORK ORDER NO.7134/ 0220981 TITLE SHEET 10440 ASHFORD STREET, RANCHO CUCAMONGA,CA 91729 (909) 987-2591 G-100 O CIA AB - 11083CD SHT. 1 OF 18 2 0 a Y J WATER GENERAL NOTES UPON COMPLETION OF THE WORK, THE RECORD DOCUMENTS, SAMPLES AND SHOP DRAWINGS SHALL BE DEVIATIONS FROM STANDARDS DELIVERED TO THE DISTRICT. UPON FINAL INSPECTION BY THE ENGINEER AND PRIOR TO ACCEPTANCE BY THE OWNER, THE CONTRACTOR SHALL TRANSFER ALL AS -BUILT INFORMATION TO A CLEAN SET OF THE "AS 1. THERE ARE NO DEVIATIONS FROM APPLICABLE CVWD STANDARDS. UNLESS STATED IN THE SPECIFICATIONS. BUILT" DRAWINGS AND DELIVER THEM TO THE ENGINEER ALONG WITH A MARKED -UP SET OF 1. ALL WORK TO BE PERFORMED ON THIS PROJECT SHALL MEET WITH THE APPROVAL OF THE CUCAMONGA SPECIFICATIONS, AND A WRITTEN REQUEST FOR FINAL ACCEPTANCE AS A CONDITION OF COMPLETION OF VALLEY WATER DISTRICT'S INSPECTOR AND SHALL COMPLY WITH THE LATEST EDITION OF THE CONTRACT THE WORK. FINAL PAYMENTS SHALL NOT BE DEEMED DUE OR WILL BE MADE UNDER THE CONTRACT UNTIL CONTRACT DOCUMENTS AND SPECIFICATIONS DRAWINGS, CUCAMONGA VALLEY WATER DISTRICT'S STANDARD DRAWINGS, STANDARD DRAWINGS FOR THE CONTRACTOR PROVIDES FINALIZED "AS -BUILT" PLANS. PUBLIC WORKS CONSTRUCTION (GREENBOOK), AND CITY'S STANDARD SPECIFICATIONS. THE CONTRACTOR IS HEREBY NOTIFIED THAT ESSENTIAL AND PERTINENT INFORMATION REGARDING THE 17. THE MINIMUM COVER FOR 5-INCH OR SMALLER WATER LINES SHALL BE 30 INCHES, UP TO 10-INCH WATER CONSTRUCTION AND COMPLETION OF WORK FOR THIS PROJECT IS CONTAINED IN THE CONTRACT DOCUMENTS 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA VALLEY WATER DISTRICT LINES SHALL BE 36 INCHES, UP TO 12-INCH WATER LINES SHALL BE 42 INCHES, AND UP TO 16-INCH AND SPECIFICATIONS; IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND REVIEW THIS INFORMATION TO COPIES OF THE LATEST PLANS, SPECIFICATIONS AND STANDARD DRAWING PRIOR TO START OF WATER LINES AND ABOVE SHALL BE 48 INCHES. THEIR OWN SATISFACTION PRIOR TO PERFORMING ANY WORK. DEFICIENT, INCOMPLETE, OR INCORRECT WORK CONSTRUCTION. ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS MUST BE ACCEPTED BY THE OWNER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REDONE TO MEET THE REQUIREMENTS OR ENGINEER IN WRITING PRIOR TO THE WORK BEING DONE. ANY DEVIATIONS PERFORMED WITHOUT 18. ALL JOINTS SHALL BE WELDED UNLESS OTHERWISE NOTED ON THE PLANS. ALL BURIED WATER PIPE SHALL AT THE CONTRACTOR'S SOLE EXPENSE. WRITTEN ACCEPTANCE WILL NOT BE PAID AND MAYBE REQUIRED TO BE REDONE AT THE CONTRACTOR'S BE CEMENT MORTAR LINED & COATED (CML & C) AND ALL ABOVE GROUND WATER PIPE SHALL BE CEMENT EXPENSE. MORTAR LINED & PAINTED UNLESS OTHERWISE NOTED ON THE PLANS. FIELD JOINTS AND REPAIRS TO PIPE SAFETY LINING AND COATING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ANSI/AWWA C205 AND C206. 3, MATERIALS TO BE PROVIDED BY CVWD ARE LISTED IN THE DRAWINGS OR SPECIFICATIONS. THE ALL BARE PIPING SHALL BE PAINTED PER CVWD STANDARDS. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFE MEASURES OR REGULATIONS. CONTRACTOR SHALL REVIEW THE LIST OF MATERIALS TO BE PROVIDED. THE CONTRACTOR IS THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND RESPONSIBLE TO PROVIDE AND INSTALL ANY AND ALL ITEMS NOT SHOWN ON THE LIST AS NECESSARY 19. CONNECTIONS BETWEEN DIFFERENT CLASSES OF PIPE SHALL BE MADE WITH A CONNECTION RATED FOR THE SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH TO FURNISH A FULL, COMPLETE AND OPERATING PROJECT AS INTENDED BY THE CONTRACT DOCUMENTS HIGHER PRESSURE CLASS. STANDARDS, LAWS AND REGULATIONS. AND ALL MATERIAL SHALL BE NEW AND IN ACCORDANCE TO CVWD'S STANDARD SPECIFICATIONS. 20. UTILIZE DIELECTRIC COUPLINGS AND SIMILAR INSULATION BETWEEN DISSIMILAR METALS, INCLUDING BETWEEN THE CONTRACTOR SHALL HAVE SHORING PLANS PREPARED BY A PROFESSIONAL ENGINEER AND SHALL 4, THE CONTRACTOR SHALL RETURN ALL UNUSED MATERIAL AND SALVAGED MATERIAL FROM THE JOB SITE BUT NOT LIMITED TO STEEL, STAINLESS STEEL, DUCTILE IRON AND COPPER. SUBMIT THE PLANS TO THE DISTRICT. TO THE CUCAMONGA VALLEY WATER DISTRICT WAREHOUSE OR YARD WITHIN 5 WORKING DAYS AFTER COMPLETION OF WORK ON THIS PROJECT. THE CVWD INSPECTOR SHALL INDICATE THOSE ITEMS TO BE 21. THE ENGINEERING DEPARTMENT WILL REVIEW CONTRACTOR -SUPPLIED COMPACTION TESTS AND OBTAIN SAFETY AND RESPONSIBILITY SALVAGED, IN ADDITION TO THOSE SPECIFIED IN THESE DRAWINGS. APPROVAL FROM PUBLIC WORKS PRIOR TO ALLOWING ANY PLACEMENT OF CONCRETE OR ASPHALT. 5. THE CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE 22. SAND BEDDING AND SAND BACKFILL IN THE PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIALS ARE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS PROJECT SITE AND THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONSIDERED SUITABLE AS SUCH BY THE DISTRICT ENGINEER. DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. CONTRACTOR FURTHER AGREES THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT ITEMS WITHIN OR ADJACENT TO THE LIMITS OF WORK AND SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT THE EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE FROM DAMAGE. 23. ANY UNDERCUT SEWERS WILL REQUIRE A ONE -SACK SAND SLURRY BACKFILL UP TO THE SPRING LINE OF BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION ALL IMPROVEMENTS DAMAGED BY CONTRACTOR'S OPERATIONS WHETHER DIRECTLY OR INDIRECTLY OR THE SEWER PIPE. WWITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE WHETHER OR NOT SHOWN ON THESE PLANS SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND E STANDARDS AND NEGLIGENCE OF THE OWNER OR THE ENGINEER. SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE OWNER'S SATISFACTION AT THE 24. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH TH CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION. SPECIFICATIONS OF THE APPROPRIATE LOCAL AGENCY. PROPERTY LINES 6. RIGHT-OF-WAY LINES ARE APPROXIMATE AND ARE ONLY INTENDED FOR GENERAL REFERENCES. NO 25. THE CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO GRADE AFTER FINAL PAVING IS COMPLETED. LOCATION OF PROPERTY BOUNDARIES, RIGHT OF WAY, ANO EASEMENTS SHOWN E THE DRAWINGS ARE RECORD OF SURVEY WAS CONDUCTED OR IMPLIED. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ANY 26. THE CONTRACTOR SHALL NOT MAKE ANY CONNECTION TO THE EXISTING CVWD DISTRIBUTION SYSTEM APPROXIMATE AND BASED ON RECORD DOCUMENTS. IF NO FIELD BOUNDARY OR EASEMENT SURVEY HAS AND ALL PROPERTY OR EASEMENT DATA DEEMED NECESSARY TO PERFORM THE WORK AS SHOWN. WITHOUT FIRST GAINING WRITTEN PERMISSION FROM THE WATER DEPARTMENT ENGINEER. IN THE EVENT THAT BEEN PERFORMED, CONTRACTOR IS RESPONSIBLE TO VERIFY ANY AND ALL PROPERTY OR EASEMENT DATA 7. ALL UTILITIES SHOWN ON THESE DRAWINGS WERE LOCATED PER AS -BUILT INFORMATION PROVIDED TO PERMISSION IS GRANTED, A CVWD INSPECTOR MUST BE PRESENT ON SITE TO WITNESS SAID CONNECTION(S). DEEMED NECESSARY TO PERFORM THE WORK AS SHOWN. THE ENGINEER. WHILE REASONABLE EFFORTS WERE EXPENDED IN MAKING SURE THAT THE INFORMATION SHOWN IS CORRECT BASED ON SUPPLIED INFORMATION SHOWN, THE CONTRACTOR SHALL BE 27. PRIOR TI ACTIVATION AND ACCEPTANCE C TRA OF ANY NEWLY CONSTRUCTED WATER LINES, OR ANY UTILITY MARKOUT RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES ALONG THE PROPOSED ALIGNMENT AND SHALL BE CONNECTIONS TO EXISTING SYSTEMS, THE CONTRACTOR SHALL HYDROSTATICALLY TEST AND DISINFECT THE RESPONSIBLE FOR PROTECTING OR RELOCATING THOSE UTILITIES IN ACCORDANCE WITH THE ENGINEERS LINES IN ACCORDANCE WITH THE LATEST ADOPTED VERSIONS OF AWWA STANDARDS C604, C651, AND AWWA THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-227-2600 FOR MARKOUT DIRECTION. MANUAL M11 AND SHALL COMPLY WITH THE NPDES PERMIT REQUIREMENTS. ALL TESTING AND DISINFECTION OF EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO ANY WORK OR EXCAVATION. SHALL BE MADE IN THE PRESENCE OF THE CVWD INSPECTOR AND THE CONTRACTOR SHALL NOTIFY THE 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE ALERT (811) AT LEAST ENGINEER NO LESS THAN TWENTY-FOUR (24) HOURS IN ADVANCE OF THE ACTUAL TIME OF TESTING EXPLORATORY EXCAVATIONS TWO WORKING DAYS (48 HOURS) PRIOR TO START OF CONSTRUCTION AND ALL POTHOLING NECESSARY AND/OR DISINFECTION SO THAT THE ENGINEER OR DESIGNEE MAY OBSERVE THE PROCEDURE. IF THE TO VERIFY THE ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES THAT MAY POTIENTIALLY PRESSURE TEST, CHLORINATION OR BACTERIOLOGICAL TEST FAILS TO MEET THE REQUIREMENT OF THE CONFLICT WITH THE SCOPE OF WORK AND THAT ARE WITHIN THE LIMITS OF WORK PRIOR TO ANY SPECIFICATIONS OR NPDES PERMIT, THE CONTRACTOR SHALL MAKE NECESSARY REPAIRS, REPLACEMENTS OR THE LOCATION AND ELEVATION S BOTH NEW AND EXISTING IMPROVEMENTS TO BE MET ' WORK TO BE CONSTRUCTION OF FACILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND COSTS REPETITION OF PROCEDURES UNTIL THE TEST PASSES AT HIS OWN EXPENSE. F NEW OR EXISTING BURIED UNDERGROUND UTILITIES AND STRUCTURES' SHALL BE DONE, AND ALL O CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR REQUIRED FOR POTHOLING. ANY NECESSARY CHANGES OF THE PROPOSED PIPE ALIGNMENT TO AVOID EXISTING UTILITIES SHALL BE REPORTED TO THE DISTRICT. ENGINEER FOR REVIEW AND APPROVAL PRIOR 28. ALL FLUSHING, CHLORINATION, AND TESTING SHALL BE PERFORMED EITHER BY (A) WATER TRUCK, OR (B) OBTAINING ANY CITY OF RANCHO A PUBLIC WORKS PERMITS PRIOR ANY EXPLORATORY EXCAVATIONS TO CONTINUANCE OF CONSTRUCTION. HYDRANT -TO HYDRANT CONNECTION THROUGH AN APPROVED BACKFLOW PREVENTION ASSEMBLY. F THE STREET. CONTRACTOR SHALLLL MAKKEE EEXXPLORATORY EXCAVATIONS AND LOO ANY EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISION OF THE PLANS. SHOULD REVISIONS BE NECESSARY DUE TO THE ACTUAL LOCATION OF FACILITIES. 9. THE CONTRACTOR MUST OBTAIN ALL RELEVANT PERMITS FROM THE CITY AND RELEVANT AGENCIES AND IS RESPONSIBLE FOR PAYING FOR ALL PERMIT FEES. CONTRACTOR SHOULD BE PREPARED THAT TRAFFIC MONUMENTATION CONTROL PLANS MAY BE REQUIRED AND SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR LO TRAFFIC CONTROL PLANS, IF REQUIRED BY THE CITY. SPECIAL WATER NOTES PRIOR TO CONSTRUCTION, THE CONTRACTOR'S LICENSED SURVEYOR SHALL TIE OUT ALL AFFECTED STREET 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH THE NPDES PERMIT. AND PROPERTY MONUMENTS WHICH MAY BE DISTURBED AS PART OF THE WORK. RE-ESTABLISHMENT AND �_ 7:30 A.M. TO 4:00 PM, MONDAY THROUGH FRIDAY EXCEPT LEGAL 1. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER SERVICE IN WILSON AVENUE FROM EAST AVENUE TO FILING OF CORNER RECORDS AND OR A RECORD OF SURVEY FOR ALL DISTURBED/ REMOVED REPLACED 11. NORMAL INSPECTION HOURS ARE WARDMAN BULLOCK ROAD AT ALL TIMES. AFTER THE NEW PIPELINE HAS BEEN PLACED IN SERVICE, THE MONUMENTS WILL BE REQUIRED PRIOR TO ACCEPTANCE OF THE WORK. WORK SHALL BE PERFORMED TO HOLIDAYS OR AS REQUIRED BY CITY PERMIT, WHICHEVER IS MORE RESTRICTIVE. REQUESTS FOR EXISTING 12-INCH WATER LINE IN WILSON AVENUE CAN BE ABANDONED IN -PLACE OR REMOVED AS THE SATISFACTION OF AGENCIES HAVING JURISDICTION AND SHALL BE PERFORMED AT THE CONTRACTOR'S v INSPECTION AT OTHER TIMES OR ON OTHER DAYS MUST BE SUBMITTED TO THE CVWD ENGINEERING NECESSARY. SOLE EXPENSE. DEPARTMENT AND THE CITY A MINIMUM OF 5 WORKING DAYS BEFORE THE INSPECTION IS REQUIRED. THE CONTRACTOR MUST BEAR THE COST OF SUCH OVERTIME INSPECTIONS AND WILL BE BILLED ACCORDINGLY. 2. THE EXISTING PIPELINE SHALL NOT BE ABANDONED IN -PLACE IF THE COVER OVER THE PIPELINE TO FINISHED DAMAGED IMPROVEMENTS NORMAL OVERTIME RATES ARE 1.5 TIMES THE BASE RATE PLUS OVERHEAD. OVERTIME INSPECTIONS WILL GRADE IS LESS THAN 48 INCHES, BUT RATHER REMOVED. BE MADE SOLELY AT THE DISCRETION OF THE CITY AND BASED ON STAFF AVAILABILITY. 0 3. THE CONTRACTOR SHALL SUBMIT FOR DISTRICT APPROVAL A SCHEDULE AND DETAILED CONSTRUCTION ALL EXISTING IMPROVEMENTS, BOTH PUBLIC AND PRIVATE, INTENTIONALLY OR UNINTENTIONALLY DISTURBED, 12. CONTRACTOR SHALL NOTIFY ALL AFFECTED BUSINESSES, RESIDENCES, AND PUBLIC FACILITIES BY USING SEQUENCE PLAN THAT WILL DEMONSTRATE HOW CONTINUOUS WATER SERVICE WILL BE MAINTAINED FROM DESTROYED, OR REMOVED AS PART OF CONSTRUCTION, SHALL BE REPAIRED OR REPLACED TO THE ° DOOR HANGERS, AND ROADWAY SIGNS 48-HOUR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IN POINT TO POINT DESCRIBED ABOVE. THE PLAN SHALL INCLUDE AT A MINIMUM: PHASING OR NEW INSTALLED SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. ADDITION, THE CONTRACTOR MUST MAINTAIN SAFE AND CONTINUOUS ACCESS TO ALL BUSINESSES, SECTIONS; PHASING OF ABANDONMENT OR REMOVAL OF EXISTING 12-INCH WATER LINE; PHASING OF a RESIDENCES, AND PUBLIC FACILITIES WITH REFERENCE TO THE W.A.T.CH. MANUAL ALONG THE LIMITS OF TIE -OVER AND CONNECTIONS; ANTICIPATED TEMPORARY OR SECTIONAL SHUT -DOWNS (IF CONTRACTOR'S SURVEYING WORK. DURING THE PERIOD OF CONSTRUCTION THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN DEEMS NECESSARY); ALL TESTINGS AND DISINFECTION. IF THE CONTRACTOR WISHES TO DEVIATE FROM THE a3 WARNINGS SUCH AS SIGNAGE, SIGNAL BARRICADES, AND OTHER SAFETY MEASURES AS DIRECTED BY THE APPROVED PLAN, SUBMIT TO THE DISTRICT IN -WRITING THE NEW PLAN FOR APPROVAL. CONTRACTOR SHALL EMPLOY THE THE SERVICES OF A LICENSED LAND SURVEYOR FOR PROJECT LAYOUT, CITY OF RANCHO CUCAMONGA WITH REFERENCE TO THE W.A.T.CH MANUAL. CONSTRUCTION STAKING AND CONTROL. a 13. DUST SHALL BE CONTROLLED AT ALL TIMES BY APPROVED METHODS AND THE PUBLIC STREETS SHALL 4. IF SHUTDOWNS ARE NECESSARY: ALL SHUTDOWNS SHALL BE LIMITED TO OFF-PEAK WATER DEMAND HOURS ° BE KEPT CLEAN AND FREE FROM DIRT AND/OR DEBRIS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FROM 10AM TO 3PM. SHUTDOWN REQUESTS OUTSIDE OF THIS WINDOW SHALL BE SUBMITTED TO THE DISTRICT ALL COSTS INCURRED FOR DUST CONTROL AND IN STREET CLEANING NECESSITATED BY HIS OPERATION. ONE WEEK PRIOR TO PLANNED SHUTDOWNS AND ARE SUBJECT TO APPROVAL BY THE DISTRICT ENGINEER. PERMITS L SHUTDOWNS OUTSIDE OF THIS WINDOW, IF APPROVED, ARE CONSIDERED FOR THE BENEFIT OF THE CONTRACTOR. THEREFORE, ALL WORK REQUIRING SHUTDOWNS, INCLUDING CONTRACTOR OVERTIME OR WORK TO 14. ALL REMOVALS IN PAVED AREAS SHALL BE SAWCUT ON A NEAT AND STRAIGHT LINE. THE CUT EDGE c�v SHALL BE PROTECTED FROM CRUSHING AND ALL BROKEN EDGES SHALL BE RE -CUT PRIOR TO PAVING BE PERFORMED OUTSIDE OF NORMAL WORKING HOURS, SHALL BE PERFORMED AT THE CONTRACTOR'S SOLE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED TO COMPLETE THE WORK INCLUDING, BUT NOT LIMITED OPERATIONS. ALL SIDEWALK CONCRETE REMOVALS SHALL BE TO NEAREST CONTROL CONSTRUCTION EXPENSE. THE CONTRACTOR SHALL ALSO BE SUBJECT TO PAY OVERTIME FOR THE DISTRICT'S STAFF THAT TO, COUNTY AND CITY TRAFFIC CONTROL PERMITS, STREET CUT AND OSHA. ARE REQUIRED TO BE PRESENT DURING SHUTDOWNS OUTSIDE OF THE DISTRICT'S NORMAL INSPECTION HOURS. > JOINT. AT A MINIMUM THE DISTRICT REQUIRES ONE INSPECTOR AND TWO ADDITIONAL OPERATIONS STAFF TO BE 15. THE MINIMUM SEPARATION BETWEEN WATER LINES, RECYCLED WATER LINES AND SANITARY SEWER LINES PRESENT DURING EACH SHUTDOWN. UTILITY NOTES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION 64572 OR AS SHOWN IN THE CVWD STANDARD DRAWINGS AS THE CASE APPLIES. 1. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AN 16. THE CONTRACTOR SHALL MAINTAIN NO LESS THAN ONE SET OF PLANS ON THE JOB SITE WHICH SHALL CONTRACTOR/DISTRICT SUPPLIED MATERIALS COORDINATE WORK WITH COMPANY REPRESENTATIVES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE UP -DATED DAILY INDICATING THE CURRENT JOB PROCESS AND ANY DEVIATIONS FROM THE WORKING THE CONTRACTOR SHALL, UNLESS OTHERWISE SPECIFIED WITHIN THESE PLANS, FURNISH AND INSTALL ALL CONTACT THE UTILITY COMPANIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF �? PLANS, INCLUDING DEPTH AND ROUTING OF UNDERGROUND CONDUITS, AND LOCATIONS OF STRUCTURES. RELOCATION, IF NEEDED. SAID RECORD DRAWINGS OR "AS -BUILT" PLANS SHALL BE SUPPLEMENTED BY ANY DETAILED SKETCHES MATERIALS REQUIRED TO CONSTRUCT ALL PHASES OF THE WATERLINE PROJECT COMPLETE AND IN ACCORDANCE AS NECESSARY OR DIRECTED TO INDICATE FULLY, THE WORK AS ACTUALLY CONSTRUCTED. THESE WITH THE STANDARD SPECIFICATION OF THE CUCAMONGA S VALLEY WATER DISTRICT. A LIST OF MATERIALS, E MASTER RECORD DRAWINGS ARE THE CONTRACTOR'S REPRESENTATION OF AS -BUILT CONDITIONS, INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS AND SPECIFICATIONS, SHALL BE SUBMITTED TO THE DISTRICT FOR 2. LOCATION AND ELEVATION OF IMPROVEMENTS TO 'BE MET BY WORK TO TI DONE SHALL BE CONFIRMED BY FIELD > INCLUDING ALL REVISIONS MADE NECESSARY BY ADDENDA, CHANGE ORDERS, AND THE LIKE AND SHALL THE WATERLINE FACILITIES SHOWN WITHIN THESE PLANS. THE DISTRICT SHAL PROVIDE TO THE CONTACTOR A LIST MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS CONSTRUCTION OF NEW WORK. n BE MAINTAINED UP-TO-DATE DURING THE PROGRESS OF THE WORK. THESE "AS -BUILT" PLANS SHALL OF MATERIALS IDENTIFIED WITHIN THESE PLANS AS BEING PROVIDED BY THE DISTRICT, INCLUDING BUT NOT LIMITED E BE MADE AVAILABLE FOR INSPECTION AND REVIEW S THE DISTRICT AT ALL TIME DURING THE TO SHOP DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON m CONSTRUCTION PERIOD. EVERY MONTH ALONG WITH THE PAY ESTIMATES, ONE COLOR COPY OF THE AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CURRENT "AS -BUILT" DRAWINGS SHALL BE SUBMITTED TO THE DISTRICT. NO FURTHER PAYMENTS SHALL BE DEEMED DUE OR WILL BE MADE UNDER THE CONTRACT UNTIL THE CONTRACTOR PROVIDES CURRENT CONSTRUCTION NOTIFICATION AND UP-TO-DATE "AS -BUILT" PLANS. m CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE WRITTEN NOTIFICATION TO ALL PROPERTY AND BUSINESS OWNERS 48 HOURS IN ADVANCE PRIOR TO ANY CONSTRUCTION ACTIVITY, INCLUDING POTHOLING AND SHUT @ DOWNS, ON THE PROJECT. 0 PLANS APPROVED BY: PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: DRAWN BY: T. TRUONG T. TRUONG - o Underground Service Alert QVfESSI Cucamonga � y�(� V Q ��4� �pUARDO fS�Fy - CHECKED BY: DATE: Coca"m o ga Valley U Call: TOLL FREE ;� o' y WILSON AVENUE 24-INCH WATER MAIN o o y EDUARDO ESPINOZA 4/11/12 W �� Water District WORK ORDER NO. 7134/ 0220981 AB - 11084 CJ JOHN T. BOSLER, P.E., No. C-70868 A JESUS UARDO ESPINOZA, P.E., BAR SCALE BELOW IS ONE INCH ON ORGINAL U 81 1 DIREC OR OF OPERATIONS &ENGINEERING SERVICES * Exp. 06-30-13 ,R. SENIOR ENGINEER DRAWING. IF NOT ONE INCH ON THIS SHEET, GENERAL NOTES ADJUST SCALE ACCORDINGLY. �7 Q sl CIVIL TWO WORKING DAYS BEFORE YOU DIG DATE: R.C.E.:52093 EXP. 12-31-12 �rf OF CAV��� DATE: t1 v R.C.E. C-70868 EXp, 06-30-13 SHT. 2 OF 18 REV. DESCRIPTION DATE APP'D 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 C3 CD 0 C\1 CD 0 Cl) ►0 .1 Q' c 0 v M Q U c m E 0 n E m Q m U C .3 co L O O H U z o U_ 0 CoC) w U co M � REV. AB AGGREGATE BASE ABC AGGREGATE BASE COURSE AC ASPHALTIC CONCRETE ACP ASBESTOS CEMENT PIPE ADA AMERICAN DISABILITY ACT AD AREA DRAIN AMS ANGLE METER STOP ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASTM AMERICAN SOCIETY OF TESTING MATERMS AV AIR VENT/AIR VALVE AVAR AIR VACUUM AIR RELEASE VALVE AVE AVENUE AWWA AMERICAN WATER WORKS ASSOCIATION BCR BEGIN CURB RETURN B&S BELL & SPIGOT BC BACK OF CURB/BEGIN OF CURVE BFP BACKFLOW PREVENTER BFV BUTTERFLY VALVE BL—FLG BLIND FLANGE BLDG BUILDING BLM BUREAU OF LAND MANAGEMENT BLVD BOULEVARD BM BENCHMARK BO BLOW OFF ASSEMBLY BOC BACK OF CURB BPV BACK PRESSURE VALVE BV BALL VALVE BW BACK OF SIDEWALK C&G CURB & GUTTER CAV COMBINATION AIR VALVE CIP CAST IRON PIPE/CAST IN PLACE CENTERLINE CL2 CHLORINE CLO CLEANOUT CLSM CONTROLLED LOW STRENGTH MATERIAL CMP CORRUGATED METAL PIPE CMU CONCRETE MASONARY UNIT CONC CONCRETE CORP STOP CORPORATION STOP CPLG COUPLING CTV CABLE TELEVISION CV CONTROL VALVE CY CUBIC YARD D/W DRIVEWAY DEMO DEMOLITION DEPT DEPARTMENT DET DETAIL DI DROP INLET DIA OR 0 DIAMETER DIP DUCTILE IRON PIPE DMH DROP MANHOLE DR DRIVE DWG DRAWING DWR STATE OF CALIFORNIA DEPARTMENT OF WATER RESOURCES ECR END OF CURVE E EASTING EA EACH EC END OF CURVE ECC ECCENTRIC ELEV ELEVATION EP EDGE OF PAVEMENT EOS EDGE OF SHOULDER ESMT EASEMENT ETC ETCETERA EX EXISTING F/F FACE TO FACE FF FINISHED FLOOR FG FINISH GRADE FH FIRE HYDRANT FIG FIGURE FL OR F FLOW LINE FLG FLANGE FO FIBER OPTIC FRP FIBERGLASS REINFORCED POLYMER FT FOOT OR FEET G GAS GPS GLOBAL POSITIONING SYSTEMGVA GV GATE VALVE HORI HORIZONTAL HP HORSE POWER HVAC HEATING VENTILATING & AIR CONDITIONING HWY HIGHWAY ID INSIDE DIAMETER IN INCH INV INVERT LAD LADDER LB OR # POUND LDR LEADER LEN LENGTH OF CURVATURE LF LINEAR FOOT LG LONG LN LANE LT LEFT/LIGHT LWR LOWER DESCRIPTION DATE I APP'D M MATL MAX MC MG MGD MH MIN MISC MJ ML MLC MON MOV N NAVD NE NG NIC NIP NO. # N TS NW OD OHP OHTEL ORIG OSHA PC PE PROP PRV PSI PT PV PVC PRC R R/W RCB RCP RD RR RSGV RT S SBCF SCH SD SE SHT SOW SPCS SPEC(S) SQ FT SS SSPWC ST STA STL SW SWP t T TBM TC TEMP TOF TOG TOW TP (TYP) UE UFC UL UNO UPRR USGS UTIL V VCP VERT VPI W/ W W/0 WM WS WSP WWF WWM WV METER MATERIAL MAXIMUM MORTAR COATED MILLION GALLONS MILLION GALLONS PER DAY MANHOLE MINIMUM MISCELLANEOUS MECHANICAL JOINT MORTAR LINED MORTAR LINED & COATED MONUMENT MOTOR OPERATED VALVE NORTHING NORTH AMERICAN VERTICAL DATUM NORTHEAST NATURAL GROUND NOT IN CONTRACT NOT IN PROJECT NUMBER NOT TO SCALE NORTHWEST OUTSIDE DIAMETER OVER HEAD POWER OVER HEAD TELEPHONE ORIGINAL OCCUPATIONAL SAFETY AND ADMINISTRATION POINT CURVATURE PLAIN END PROPOSED PRESSURE REGULATING REDUCING VALVE PRESSURE SWITCH/PUMP STATION POINT OF TANGENCY PLUG VALVE POLYUNYL CHLORIDE PIPE POINT OF REVERSE CURVE RADIUS RIGHT—OF—WAY REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE ROAD RAILROAD RESILIENT SEALED GATE VALVE RIGHT SOUTH SAN BERNARDINO COUTNY FLOOD SCHEDULE STORM DRAIN SOUTHEAST SHEET SLIP ON WELD STATE PLANE COORDINATES SYSTEM SPECIFICATIONS) SQUARE FOOT (FEET) SANITARY SEWER STANDARDS & SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STREET STATION STEEL SOUTHWEST SOUTHWEST STATE WATER PROJECT THICKNESS OF STEEL OR WELD TELEPHONE TEMPORARY BENCH MARK TOP OF CURB TEMPORARY TOP OF FOOTING TOP OF GRATE LEGEND ® PROPOSED STREET IMPROVEMENTS (NIC) ® PROPOSED CLASS II BASE PROPOSED 3" A.C. ON 6" CAB O 0 El CONC. G.B. FS FL TC HP T.G. N.I.C. 0 oPB (XX) W G -- E T - S TOP OF WALL TELEPHONE POLE TYPICAL UNDERGROUND ELECTRIC UNIFORM FIRE CODE UNDERWRITERS LABORATORIES DRAWING OR SECTION REF. # UNLESS NOTED OTHERWISE (DETAIL) OR LETTER (SECTION) A UNION PACIFIC RAILROAD 1 UNITED STATES GEODETIC SURVEY DRAWING # SHEET WHERE UTILITIES DETAIL OR SECTION RESIDES VALVE VITRIFIED CLAY PLPE VERTICAL VERTICAL POINT OF INTERSECTION WITH WEST/WATER WITHOUT WATER METER WATER SURFACE WELDED STEEL PLPE WELDED WIRE FABRIC WELDED WIRE MESH WATER VALVE IRV•' • • • • c %fin T „lid n � V� • • WORKING DAYS BEFOREYOU PLANS APPROVED BY: (W) 4AA, JOHN A. BOSLER, P.E., CTOR OF OPERATIONS & ENGINEERING SERVICES DATE: R.C.E.:52093 EXP.12-31-12 ACCESS ROADWAY FLOWLINE CURVE DATA CONSTRUCTION NOTE CONTROL POINTS CONCRETE GRADE BREAK FINISHED SURFACE FLOW LINE TOP CURB HIGH POINT TOP GRATE NOT IN CONTRACT DIAMETER WATER VALVE ELECTRIC PULLBOX EXISTING ELEVATION PROPOSED MAIN EXISTING MAIN SO. CAL. GAS SO. CAL. EDISON TELEPHONE SEWER STORM DRAIN FIRE HYDRANT EXISTING W.M. EXISTING G.V. REFERENCE BUBBLE RIGHT OF WAY SOLID WELD JOINTS EDGE OF PAVEMENT STREET / PIPE ALIGNMENT STATION "PIPE" STA 10+00 "STREET" STA 64+16.70 \ REFERENCE TO STREET STATIONS (PERPENDICULAR) ❑A EXISTING 12-INCH WATER LINE SHALL BE ABANDONED OR REMOVED AS NECESSARY. CONTINUOUS SERVICE FROM EAST AVE TO WARDMAN BULLOCK RD SHALL BE MAINTAINED AT ALL TIMES. B❑ REMOVE INTERFERRING PORTIONS OF EXISTING PIPE CONSTRUCTION NOTES Oj FURNISH AND INSTALL 24" CML&C ASTM A36 STEEL PIPE (W) O2 FURNISH AND INSTALL 12" CML&C ASTM A36 STEEL PIPE (W) O3 FURNISH AND INSTALL 6" CML&C ASTM A36 STEEL PIPE (W) O4 FURNISH AND INSTALL 4" CML&C ASTM A36 STEEL PIPE (W) O5 FURNISH AND INSTALL 24" BUTTERFLY VALVE (CL150) PER CVWD STD DWG. NO. 115 O6 FURNISH AND INSTALL 6" GATE VALVE (CL150) PER CVWD STD DWG. NO. 115 7O FURNISH AND INSTALL 4" GATE VALVE (CL150) PER CVWD STD DWG. NO. 115 OS FURNISH AND INSTALL 24" — 45' BEND (P.E.) O9 FURNISH AND INSTALL 24" — 50' BEND (P.E.) 10 FURNISH AND INSTALL 12" — 45' BEND (P.E.) 17 FURNISH AND INSTALL 4" — 90' BEND (P.E.) 12 FURNISH AND INSTALL 24" X 24" X 6" TEE 13 FURNISH AND INSTALL 30" S.O.W. FLANGE 14 FURNISH AND INSTALL 24" S.O.W. FLANGE 15 FURNISH AND INSTALL 6" S.O.W. FLANGE 16 FURNISH AND INSTALL 4" S.O.W. FLANGE 77 FURNISH AND INSTALL 24" BUTTSTRAP 18 FURNISH AND INSTALL 12" BUTTSTRAP 19 FURNISH AND INSTALL 30" X 24" ECCENTRIC REDUCER 20 FURNISH AND INSTALL 24" X 12" ECCENTRIC REDUCER 21 FURNISH AND INSTALL 24" X 24" 24" WYE 22 FURNISH AND INSTALL 6" FIRE HYDRANT PER CVWD STD. DWG: NO. 113 23 FURNISH AND INSTALL 4" BLOW OFF PER CVWD STD. DWG. NO. 119 24 FURNISH AND INSTALL 2" AIR VACCUM PER CVWD STD. DWG. NO. 120. EXACTLY LOCATION SHALL BE VERIFIED BY DISTRICT'S INSPECTOR. FES pRUARDO�ONgI �o FSA Fy PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: T. TRUONG DRAWN BY: T. TRUONG m n Cucamonga Valley WILSON AVENUE 24-INCH WATER MAIN CHECKED BY: DATE: EDUARDO ESPINOZA 4/71/12 Aft Water District WORK ORDER NO. 7134/ 0220981 No. C-70868 Exp. 06-30-13 * ABBREVIATION AND LEGEND JESUS EARDO PINOZA, P.E., SENIOR ENGINEER BAR SCALE BELOW IS ONE INCH ON ORGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY. CIVIL �P 9rf LI l� Z 06-30-13 Of CAL� DATE: R.C.E. C-70868 EXp. I� 0440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 G-3 co CD AB - 11085 Cl) t` SHT. 3 OF 18 a co 66 f O N O V h Z Q POINT DESIGNATION DESCRIPTION COORDINATES NORTHING EASTING ❑1 SET 1" I.P. WITH AEI PLUG 1878212.43 6709341.71 ❑2 SET 1" I.P. WITH AEI PLUG 1878018.27 6711115.56 ❑3 SET 1" I.P. WITH AEI PLUG 1876979.41 6709667.17 ❑¢ SET 1" I.P. WITH AEI PLUG 1876896.28 6711221.40 SURVEY INFORMATION (WILSON AVENUE 24-INCH WATER MAIN) AEI-CASC CONSULTING 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 PHONE: (909) 783-0101 FAX: (909) 783-0108 BENMARK 2" BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF SUMMIT AVNUE AND EAST AVENUE. ELEVATION = 1507.031 FT BASIS OF BEARING THE BASIS OF BEARINGS ARE BASED ON THE NORTH LINE OF SECTION 27, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN AS SHOWN ON RECORD OF SURVEY, FILED IN BOOK 88 OF RECORDS OF SURVEY, AT PAGES 36 THROUGH 42 INCLUSIVE, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA, BEING NORTH 89-41'46" EAST. SHEET C-> SHEET C-2 SHEET C-3 SHEET C-4 SHEET C-5 SHEET C-6 SHEET C-7 SHEET C-8 SHEET C-9 -------- - - -- -- ----------- EAST AVE_ WILSON AVE. WAHOMAN BULLOCK RD. SCALE: N.T.S PLANS APPROVED BY: PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: DRAWN BY: Underground Service Alert Q(LOFESSI T. TRUONG T. TRUONG G-4 ®^ QF,OppRDOfS�F Cucamonga Valley Call: TOLL FREE /i" \ JS A/yyc� CHECKED BY: DATE: L Age EDUARDO ESPNOZA 4i„i,2 WILSON AVENUE 24-INCH WATER MAIN Water District WORK ORDER NO.7134/ 0220981 AB - 11086 811 No. C-70866 JOHN A. BOSLER, P.E., SUS EDUARDO E PINOZA, P.E., BAR SCALE BELOW IS ONE INCH ON ORGINAL DIR _CTOR OF OPERATIONS & ENGINEERING SERVICES * Exp. 06-30-13 * SENIOR ENGINEER DRAWING. IF NOT ONE INCH ON THIS SHEET, KEY MAP L e `rT9 CIVIL P ADJUST SCALE ACCORDINGLY. TWO WORKING DAYS BEFORE YOU DIG DATE: R.C.E.:52093 EXP, 12-31-12 TEOF CAVF� DATE: Q ,� `v R.C.E. C-70868 EXP. 06-30-13 0 REV. DESCRIPTION DATE APP'D 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 SHT. 4 OF 18 r- O N1i L LO Li i CN N v m 3 a 0 a CL a: c m U C 4 N ai Q c 0 V Q c N aEi 0 n E 75 U N C L n -q EX R/W EX F/H 1-^ Jv v. r. x _ EX BO EX A AR �. DESCRIPTION EX VALVE F.1 — 124 I— (N N 61-fiz In �I 00 W! �V) I N SCALE: HORIZ. 1" = 20' VERT. 1" = 4' 10+00 11+00 r X �� x - - - t — "PIPE" STA 10+00 1. 4 13 63 ~� x STREET STA 6 + x N 1 877 496.69 13 19 Rv �y �J X -S X CONNECT TO EXISTING 30" - WATER MAIN. (FIELD VERIFY-- _ - - _ LOCATION AND DEPTH��— PRIOR TO CONSTRUCTION) -- - _- EX 30 WATER MAIN 16 t N/� __ "PIPE" STA 10+03.07 �- C 10 "STREET" STA 64+16.70 -- _- - - 45' ANGLE POINT ---.----."PIP STA43.76 "STREET" -- ET" S - E TA 6 24"x24"x2-�"..-G - ----X--- ------ - h 64er DATE I APP'D 12+00 11 OG ® � OF PIPE I - FG ® �_ OF PIPE x 13+00 x EX 12" WATER MAIN 13' S/� _ -- A NOTE: CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF UTILITIES PRIOR TO CONTRUCTION. D — n Lo _ = M rn 00- r z= m rm m _Dn C,4 N m 1— CCn rn X EX 84" STORM DRAIN 3' S/(i _-y ----------- (REMOVE BY OTHERS) —= - PROP EP = m EX PL ----- • m 20 to—"-+v - - N+ -------,• - - — - - - - - - -- _ EX FIRE HYDRANT -'" — — _-- - -- (TO BE REMOVED BY OTHERS) -" y z �- --- -- - =_ 11 +00 _ _ _ N 89'28 34" E 277.95 1 SIDEWALK PROP TC PROP GUTTER „w — PIPE STA 10+72.05 PROPOSED 24 WATER LINE !/ "STREET" STA 64+65.46 SEX 96' MIND MAIN 49' S/Ii - ""-~r _ 45'ANGLE POINT w�EFo4 �o o TOLL FREE Y� 811 • WORKING DAYS BEFORE PLAN VIEW SCALE: 1" = 20' PLANS APPROVED BY: 09< 44c__ JOH A. BOSLER, P.E., DI OR OF OPERATIONS & ENGINEERING SERVICES DATE: % R.C.E.:52093 EXP.12-31-12 D X _ - z= -- 4 SD m m - - cn m 0 X -- -16 c� _ LA N BEARING DATA ® BEARING DISTANCE O1 N 89'28'34" E 3.05' O2 S 45'31'26" E 69, - EX R/W .- . __. ... o DEMOLITION NOTES 13+00 rN - ❑A EXISTING 12-INCH WATER LINE SHALL BE ABANDONED OR REMOVED — ' - AS NECESSARY. CONTINUOUS SERVICE FROM EAST AVE TO WARDMAN BULLOCK RD SHALL B E MAINTAINED ATTIMES. - - - ^-' - ---v -v B REMOVE INTERFERRING PORTIONS OF EXISTING PIPE PROP R/w CONSTRUCTION NOTES FURNISH AND INSTALL 24" CML&C ASTM A36 STEEL PIPE (W) -- ` O8 FURNISH AND INSTALL 24" - 45- BEND (P.E.) 13 FURNISH AND INSTALL 30" S.O.W. FLANGE FURNISH AND INSTALL 30" X 24" ECCENTRIC REDUCER 20 FURNISH AND INSTALL 24" X 12" ECCENTRIC REDUCER 21 FURNISH AND INSTALL 24" X 24" 24" WYE QROFESS/pyq ? �Q�NRDO fS "y PLANS PREPARED UNDER SUPERVISION OF _ DESIGNED BY: T. TRUONG DRAWN BY: T. TRUONG (� v uca" 1onga Valle Cucamonga WILSON AVENUE 24-INCH WATER MAIN CHECKED BY: DATE: 'y� EDUARDO ESPINOZA 4i„i,2 AWater District WORK ORDER NO. 7134/ 0220981 No. C-70868 PLAN & PROFILE - STA 10+00 TO 13+50 JESUS EDUARD ESPINOZA, P.E., BAR SCALE BELOW IS ONE INCH ON ORGINAL Exp. 06-30-13 ,k SENIOR ENGINEER DRAWING. IF NOT ONE INCH ON THIS SHEET, " ADJUST SCALE ACCORDINGLY. CIV1V ��P 9Tf OF CAUE� DATE: U „ �'/� R.C.E. C-70868 EXP. 06-30-13 O11 j li, 0440 ASHEORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 -- C-100 CD CN CD AB 11087 Cl) O SHT. 5 OF 18 r- M I U Q � F— Lli (n W = W (n Z_ W J W = V U Q ►c W N Cl) 66 N O N O V 3 ai w 0 Q oa _Q 3 a W C m U C N N 6 Q c O N d' d C U O 0 E a U ti m c 3 m r] 0 O Q f— U z o ~ U z! O u�0 U J d REV. DESCRIPTION 14+00 EX 6" GAS MAIN 7't N/(� --- - - - - - -(REMOVE BY OTHERS) -- - ~) EX 84" STORM DRAIN 3't S/q 14+00 15+00 15+00 SCALE: HORIZ. 1 20' VERT. 1" = 4' ------------------------- ----- -- EX 12" WATER MAIN 13' S/�_ N 89'28'34" E 450.00' -- - — y SIDEWALK -I \'_ -1 '� �-- EX 96" MWD MAIN 49't S/�_ DATE I APP'D Ell• - .. .re-NIAX re -NIA - • Vi 811 16+00 6+00 PLAN VIEW SCALE: t" = 20' PLANS APPROVED BY: D /JOHN . BOSLER, P.E., CTOR4OPERATIONS & ENGINEERING SERVICES l DATE: � R.C.E.:52093 EXP. 12-31-12 Moll OG ® � OF PIPE FG ® q OF PIPE 17+00 —._- 4 SD ___ -__._�8 4 c -_._—. 64"'SD- -71+nn _ -- �- - EX FIRE HYDRANT (TO BE REMOVED BY OTHERS) w EX PL _ EX R/W EX R/W PROP EP o� D =M rM z= rr1 M �M Dn I 00 CA 0 O 18+00 U) N z 1 � 9 PROP TC PRE GUTTER PROP R/W �_ PROPOSED 24" WATER LINE r � PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: DRAWN BY: PROFESS1 DO fSA(F2�, yo�y� l T. TRUONG T. TRUONG CHECKED BY: EDUARDO ESPINOZA DATE: 4/11/12 No. C-70868 Exp. 06-30-13 * JESUS EDUARDO ESPINOZA, P.E., SENIOR ENGINEER BAR SCALE BELOW IS ONE INCH ON ORGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, CIV1� OF CAV�F� DATE: (� v R.C.E. C-70868 EXP. 06-30-13 ADJUST SCALE ACCORDINGLY. Oj 11 Cucamonga Valley A...Ak Water District 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 NOTE: CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF UTILITIES PRIOR TO CONTRUCTION. DEMOLITION NOTES ❑A EXISTING 12-INCH WATER LINE SHALL BE ABANDONED OR REMOVED AS NECESSARY. CONTINUOUS SERVICE FROM EAST AVE TO WARDMAN BULLOCK RD SHALL BE MAINTAINED AT ALL TIMES. B❑ REMOVE INTERFERRING PORTIONS OF EXISTING PIPE CONSTRUCTION NOTES O FURNISH AND INSTALL 24" CML&C ASTM A36 STEEL PIPE (W) WILSON AVENUE 24-INCH WATER MAIN WORK ORDER NO. 7134/ 0220981 PLAN & PROFILE - STA 13+50 TO 18+00 C-200 0 AB - 11088 c� SHT. 6 OF 18 O S N M M N O N ►i 00 m O O N N O M N Cl) 66 N I 0 (N v 0) 3 Q) w 0 n 06 CL a c a� m U C V N Q) Q C O >N V co r d U c E 0 0 n E 0- a U co M C 3 m L O Ln a�� M N IN UQ F-1-- w (n w (n Z w J w = Cf) U F— cQ G DESCRIPTION S1= 23+00 24+00 DATE I APP'D Call: TOLL FREE Ti4�^ 811 • WORKING OG ® (� OF PIPE " FG ® (� OF PIPE SCALE: HORIZ. 1" = 20' VERT. 1" = 4' �15g5 25+00 PLAN VIEW SCALE: 1" = 20' a z- N 999L 26+00 PLANS APPROVED BY: A4 QpOFESS/pyq Q�`J pWRDO f (F, >J yy m No. C-70868 �. Exp. 06-30-13 * �l�rfOFI C'NL\E��\P PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: T. TRUONG DRAWN BY: T. TRUONG CHECKED BY: EDUARDO ESPINOZA DATE: 4/11/12 JOHN A. BOSLER, P.E., DIR TOR OF OPERATIONS & ENGINEERING SERVICES DATE: I I R.C.E.:52093 EXP. 12-31-12 JESUS DUAR ESPINOZA, P.E., SENIOR ENGINEER DATE: 11 R.C.E. C-70868 EXP.06-30-13 BAR SCALE BELOW IS ONE INCH ON ORGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY. o j 27+00 ACucamonga Valley .-.4 Water District 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 NOTE: CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF UTILITIES PRIOR TO CONTRUCTION. DEMOLITION NOTES �A EXISTING 12-INCH WATER LINE SHALL BE ABANDONED OR REMOVED AS NECESSARY. CONTINUOUS SERVICE FROM EAST AVE TO WARDMAN BULLOCK RD SHALL BE MAINTAINED AT ALL TIMES. B❑ REMOVE INTERFERRING PORTIONS OF EXISTING PIPE CONSTRUCTION NOTES O1 FURNISH AND INSTALL 24" CML&C ASTM A36 STEEL PIPE (W) 24 FURNISH AND INSTALL 2" AIR VACCUM PER CVWD STD. DWG. NO. 120. EXACTLY LOCATION SHALL BE VERIFIED BY DISTRICT'S INSPECTOR. C-4 0 CD WILSON AVENUE 24-INCH WATER MAINcli WORK ORDER NO. 7134/ 0220981 AB - 11090 co PLAN & PROFILE - STA 22+50 TO 27+00 . O SHT. 8 OF 18 IR NnTF R R1 REV. A— P' IN U Q F-- F- Lv to w w c=n Z_ LLJ J Lv = Cf)v F— IN U Q W (/) Lv =w (n Z J LiJ LLJ = (n U F- cQ L 27+00 DESCRIPTION DATE I APP'D 28+00 w�EFo4 o QTOLL FREE 811 Kil T„I�YI •Worintl• al•_'� Ia 29+00 PLANS APPROVED BY: 11 SCALE: HORIZ. 1" = 20' VERT. V' = 4' PLAN VIEW SCALE: i" = 20• A— A JOHN A. BOSLER, P.E., DIR CTOR OF OPERATIONS & ENGINEERING SERVICES DATE: R.C.E.: 52093 EXP. 12-31-12 30+00 OG ® (L OF PIPE FG ® CL OF PIPE 31+00 D c� C/) =M r M m= M �� D n Gd �VJ CTI PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: T. TRUONG DRAWN BY: T. TRUONG m y�(� V Cucamonga • alley CHECKED BY: DATE: • EDUARDO ESPINOZA 4/11/12 AftWater District JESUS EDUARDO ESPINOZA, P.E., BAR SCALE BELOW IS ONE INCH ON ORGINAL SENIOR ENGINEER DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCAT F ACCORDINGLY. DATE: I� R.C.E. C-70868 EXP. 06-30-13 CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF UTILITIES PRIOR TO CONTRUCTION. DEMOLITION NOTES ❑A EXISTING 12-INCH WATER LINE SHALL BE ABANDONED OR REMOVED AS NECESSARY. CONTINUOUS SERVICE FROM EAST AVE TO WARDMAN BULLOCK RD SHALL BE MAINTAINED AT ALL TIMES. B❑ REMOVE INTERFERRING PORTIONS OF EXISTING PIPE 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 CONSTRUCTION NOTES Oj FURNISH AND INSTALL 24" CML&C ASTM A36 STEEL PIPE (W) OS FURNISH AND INSTALL 24" - 45• BEND (P.E.) 22 FURNISH AND INSTALL 6" FIRE HYDRANT PER CVWD STD. DWG. NO. 113 24 FURNISH AND INSTALL 2" AIR VACCUM PER CVWD STD. DWG. NO. 120. EXACTLY LOCATION SHALL BE VERIFIED BY DISTRICT'S INSPECTOR. CURVE DATA ® DELTA LENGTH RADIUS OA 4.12'17" 149.19' 2033.00' BEARING DATA ® BEARING DISTANCE O3 N 84.45'18" E 9.02' WILSON AVENUE 24-INCH WATER MAIN WORK ORDER NO. 7134/ 0220981 PLAN & PROFILE - STA 27+00 TO 31+50 C-5 00 O (V CV AB - 11091 1 r SHT. 9 OF 18 co N V 0 N v Ln I � U Q LLJ Cf) W = LLJ (n Z J Ld Ld = (f) U Q OL IT Ln I M U Q LLJ V) W w � Z LLJ LLJ J (n U I— Q DESCRIPTION 32+00 DATE I APP'D w�`�F.OR�E�1'o • • • .: Y` • PIPE (t * 0.11 R i SCALE: HORIZ. 1 " = 20' VERT. 1 " = 4' 33+00 PLANS APPROVED BY: PLAN VIEW SCALE: t" - 20' JOHN A. BOSLER, P.E., DIRECTOR OF OPERATIONS & ENGINEERING SERVICES DATE: l 712 R.C.E.:52093 EXP.12-31-12 OG ® q OF PIPE FG 011- OF PIPE 34+00 EX 4" BLOW OFF 0 PLANS PREPARED UNDER SUPERVISION OF 1 a 35+00 "PIPE" STA 34+80.83 "STREET" STA 88+54.56 F. E 6 711 074.89 CONNECT TO EXISTING 24" WATER MAIN. (FIELD VERIFY LOCATION AND DEPTH No. C-70868US EDUARDO ESPINOZA, P.E., Exp. 06-30-1-13 * SENIOR ENGINEER CIVIL P 9Tf OF 00F�� DATE: I Iv R.C.E. C-70868 EXP. 06-30-13 DESIGNED BY: T. TRUONG CHECKED BY: EDUARDO ESPINOZA DRAWN BY: T. TRUONG DATE: 4/11 /12 BAR SCALE BELOW IS ONE INCH ON ORDINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY. M 36+00 NOTE: CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF UTILITIES PRIOR TO CONTRUCTION. DEMOLITION NOTES ❑A EXISTING 12-INCH WATER LINE SHALL BE ABANDONED OR REMOVED AS NECESSARY, CONTINUOUS SERVICE FROM EAST AVE TO WARDMAN BULLOCK RD SHALL BE MAINTAINED AT ALL TIMES. B❑ REMOVE INTERFERRING PORTIONS OF EXISTING PIPE CONSTRUCTION NOTES O FURNISH AND INSTALL 24" CML&C ASTM A36 STEEL PIPE (W) O FURNISH AND INSTALL 24" BUTTERFLY VALVE (CL150) PER CVWD STD DWG. NO O FURNISH AND INSTALL 24" - 45' BEND (P.E.) 17 FURNISH AND INSTALL 24" BUTTSTRAP 24 FURNISH AND INSTALL 2" AIR VACCUM PER CVWD STD. DWG. NO. 120. EXACTLY LOCATION SHALL BE VERIFIED BY DISTRICT'S INSPECTOR. BEARING DATA ® DELTA LENGTH RADIUS O0'25'26" 15.04' 2033.00' BEARING DATA ® BEARING DISTANCE O N 84'45'18" E 27.62' O N 83'48'54" E 86.54' O N 45'00'00" E 70.59' O N 89'42'52" E 15.23' O N 89'41'46" E 20' O S 45*18'14" E 26.92' Cucamonga Valley Water District WI SON AVENUE WORK ORDER NONCH WATER 134/ 0220981 AIN PLAN & PROFILE - STA 31+50 TO 36+00 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 115 C-6 I M- O N CN AB - 11092 1 M M SHT. 10 OF i8 0 _ p - -1 -- , - -- - OG ®� OF PIPE _ + I - - - — -- - _- i -' ! tD iFG ®� OF PIPE - �- Ld - �- - - — - — Cn Z ;--' t-� j - f-�—I —� I Mi J LIj w (n I I f�l = I i ! , i i � � � I � I ( I i- I f I -- - --- - -1--= --1 -� � Z , C/) M Lh - +-- * - T- - - r-- -I 0 52 17 Dip, �I _ ( - - ---- - - - -- - - -�- - - Dn i - --r __..__1 ,__.. - --- - - --- - —1 - - -- -t i o- -- -- -- I ?-�---- I SCALE: I� - HORIZ. 1" = 20' j , lVERT. 1 4'Lk II � � l , 36+00 37+00 38+00 39+00 40+00 U Q w V) w = w V) Z_ w J w = Cf) U REV. DESCRIPTION DATE I APP'D w��F:�R�E•Yp� • •TOLL FREE Vj 811 TWO WORKING DAYS BEFORE YOU DIG PLAN VIEW SCALE: 1" = 20' PLANS APPROVED BY: GU W W � JOHN . BOSLER, P.E., No. C-70868 DIRE TOR OF OPERATIONS & ENGINEERING SERVICES * Exp. 06-30-13 Civiv DATE: R.C.E.:52093 EXP.12-31-12 �lgJEOFCALj PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: T. TRUONG DRAWN BY: T. TRUONG n \/ Cucamonga �y1 IoI Iga Valley CHECKED BY: DATE: EDUARDO ESPINOZA 4/11/12 Water District JESUS EDUAR 0 ESPINOZA, P.E., BAR SCALE BELOW IS ONE INCH ON ORGINAL SENIOR ENGINEER DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY. DATE: N 1� R.C.E. C-70868 EXP. 06-30-13 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 967-2591 NOTE: CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF UTILITIES PRIOR TO CONTRUCTION. DEMOLITION NOTES ❑A EXISTING 12-INCH WATER LINE SHALL BE ABANDONED OR REMOVED AS NECESSARY. CONTINUOUS SERVICE FROM EAST AVE TO WARDMAN BULLOCK RD SHALL BE MAINTAINED AT ALL TIMES. E REMOVE INTERFERRING PORTIONS OF EXISTING PIPE CONSTRUCTION NOTES O FURNISH AND INSTALL 24" CML&C ASTM A36 STEEL PIPE (W) C-7 WILSON AVENUE 24-INCH WATER MAIN WORK ORDER NO. 7134/ 0220981 AB - 11093 PLAN & PROFILE - STA 36+00 TO 40+50 SHT. 11 OF 18 00 0 C\1 N CD co co N I WE �O I � U Q f— H LLJ (n LJ (=n z_ w� LLI = U Q 41+00 + U _ _ Ld _ PROP TC — - — EX PL— .._ = Ld � ~ -�+ -- ----^ SIDEWALK L.F. PROPOSED 24" WATER LINE LAj '� — — — — Ld = U - f -__ -- --PROP R/W < Q --J' - 2"w -12 W \..- I I r. QD Q J / EX 6" GAS MAIN 8't S/� DESCRIPTION DATE I APP'D (1 -; EX 12" WATER MAIN 22't S/CL G� Underground Service Alert, w�;oR NYo • .TOLL FREE s 811 • WORKING DAYS BEFOREYOU f 1� PLANS APPROVED BY: X-8,114 JOHN A. BOSLER, P.E., DIRE OR OF OPERATIONS & ENGINEERING SERVICES DATE: r7� R.C.E.:52093 EXP.12-31-12 BE low- - - EX R/WAL _ - - - - - - - - - - - EX 96" MWD MAIN 11'f N/( . _ --_�- ,� W 3+00 N 89'41'46" E 450.00' 44+00 - _ — — -- --T__ -----------VAVE 98+(, EX GUNITE CHANNEL 2'W PLAN VIEW SCALE: I" = 20' 2"W--q---}--f12"W 45+00 Q(LOFESS/pvq ? ���NRDO fS7Fy /�� PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: T. TRUONG DRAWN BY: T. TRUONG Cucamonga Valley CHECKED BY: DATE: EDUARDO ESPINOZA 4/11/12 Water District No. C-70868 A -� S EDUARDO ESPINOZA, P.E., SUS BAR SCALE BELOW IS ONE INCH ON ORGINAL Exp. 06-30-13 * SENIOR ENGINEER DRAWING. IF NOT ONE INCH ON THIS SHEET, CIVIL ADJUST SCALE ACCORDINGLY. ��P 4�F 06-30-13 O" 1° CPV\S� DATE: R.C.E. C-70868 EXP. 6==K====j 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 NOTE: CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF UTILITIES PRIOR TO CONTRUCTION. DEMOLITION NOTES ❑A EXISTING 12-INCH WATER LINE SHALL BE ABANDONED OR REMOVED AS NECESSARY. CONTINUOUS SERVICE FROM EAST AVE TO WARDMAN BULLOCK RD SHALL BE MAINTAINED AT ALL TIMES. B❑ REMOVE INTERFERRING PORTIONS OF EXISTING PIPE CONSTRUCTION NOTES O1 FURNISH AND INSTALL 24" CML&C ASTM A36 STEEL PIPE (W) WILSON AVENUE 24-INCH WATER MAIN WORK ORDER NO. 7134/ 0220981 PLAN & PROFILE - STA 40+50 TO 45+00 I C-8co 0 AB - 11094 M SHT. 12 OF 18 h N 00LO I U Q I— I— W (n W = W co Z_ W J W= Q 45+00 x 46+00 L.O. -4 24" FG 0 � OF PIPE 47+00 x -' ^' t = PROPOSED 24" WATER LINE — EX 96" MWD MAIN 11't N/�- N 89'41'46" E 358.61' 4c 1 SCALE: HORIZ. 1" = 20' VERT. 1" = 4' 5 -> a o 48+00 a (n LO Z 0 N Z 9 5 h OG 0 (� OF PIPE EX TC — AND GUTTER "PIPE" STA 47+83.03 f "STREET" STA 101+62.29. 24" B.F.V. -W 02+OQI — — 49+00 r,"PIPE" STA 48+58.61 x STA 102+37.88�r- - 45' ANGLE POINT "— d - —`----_---�— 1 '- ------ __;:F EX PL i00+00 y WILSO AV f` —v T _ -_�� 11 __ �'� „ ' f X GUNITE CHANNEL C- I I ( C-)1 g !� Op -- 40 EX 6" GAS MAIN 8't S/(� L _ _- (REMOVE BY OTHERS) I W _ "PIPE" STA 49+01.48 ------ -- - "STREET" STA 102+68.19 W (n _ -= - -- - - - --- _ 45' ANGLE POINT Ld T W __ 11 DESCRIPTION DATE I APP'D Underground Service Alert Cali: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG I,r PLAN VIEW SCALE: 1" - 20' PLANS APPROVED BY: QVFERO SS/ONq W � JOHN A. BOSLER, P.E., No. C-70868 Exp. 06-30-13 DIRECTOR OF OPERATIONS & ENGINEERING SERVICES * `rl CIV1N DATE: R.C.E.:52093 EXP. 12-31-12 gTFOF CA��F� " "PIPE" STA 49+06.50 1 "STREET" STA 102+73.21 , N 1 877 495.71 " l E 6 712 480.37 CONNECT TO EXISTING 12" WATER MAIN. (FIELD VERIFY LOCATION AND DEPTH -- } PRIOR TO CONSTRUCTION) N I I I I I it I I WARDMAN BULLOCK PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: DRAWN BY: T. TRUONG T. TRUONG CHECKED BY: DATE: ` EDUARDO ESPINOZA 4/11/12 SUS EDUARDO ESPINOZA, P.E., BAR SCALE BELOW IS ONE INCH ON ORGINAL SENIOR ENGINEER DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY. 1/ C-70868 06-30-13 DATE: � � ( R.C.E. EXP. i I i ROAD NOTE: CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF UTILITIES PRIOR TO CONTRUCTION. DEMOLITION NOTES ❑A EXISTING 12-INCH WATER LINE SHALL BE ABANDONED OR REMOVED AS NECESSARY. CONTINUOUS SERVICE FROM EAST AVE TO WARDMAN BULLOCK RD SHALL BE MAINTAINED AT ALL TIMES. B❑ REMOVE INTERFERRING PORTIONS OF EXISTING PIPE CONSTRUCTION NOTES Oj FURNISH AND INSTALL 24" CML&C ASTM A36 STEEL PIPE (W) OS FURNISH AND INSTALL 24" BUTTERFLY VALVE (CL150) PER CVWD STD DWG. NO. 115 O8 FURNISH AND INSTALL 24" - 45- BEND (P.E.) O9 FURNISH AND INSTALL 24" - 50- BEND (P.E.) 18 FURNISH AND INSTALL 12" BUTTSTRAP 20 FURNISH AND INSTALL 24" X 12" ECCENTRIC REDUCER 22 FURNISH AND INSTALL 6" FIRE HYDRANT PER CVWD STD. DWG. NO. 113 K�— WALL EX TC AND GUTTER Cucamonga Valley A...k Water District 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 BEARING DATA ® BEARING DISTANCE 10 S 45'18'14" E 42.87' 11 N 89'41'46" E 5.03' WILSON AVENUE 24-INCH WATER MAIN WORK ORDER NO. 7134/ 0220981 .PLAN & PROFILE - STA 45+00 TO 49+06.50 C-900 CD AB - 11095 M O SHT. 13 OF 18 I M M M N I (D N v IREV. DESCRIPTION DATE I APP'D 3C" TIE-IN SCALE: 1" = 4' Underground Service Alert w��'OAb�QTOLL FREE 811 • WORKING DAYS BEFOREYOU PLANS APPROVED BY: r/ y JOHN A. BOSLER, P.E., DIR y R OFF OPERATIONS & ENGINEERING SERVICES DATE: ` qr �a R.C.E.:52093 EXP.12-31-12 PLANS PREPARED UNDER SUPERVISION OF m No. C-70868 JESUS EDU RDO ESPINOZA, P.E., Exp. 06-30-13 * SENIOR ENGINEER CIV 9TfOFCIAO\F��\p n C-70868 06-30-13 DATE: R.C.E. EXP. I Q u SIDEWALK Q Q J DEMOLITION NOTES a a 6" FIRE HYDRANT r SCALE: 1" = 2 C-3 �A EXISTING 12-INCH WATER LINE SHALL BE ABANDONED OR REMOVED AS NECESSARY. CONTINUOUS SERVICE FROM EAST AVE TO WARDMAN BULLOCK RD SHALL BE MAINTAINED AT ALL TIMES. FBI REMOVE INTERFERRING PORTIONS OF EXISTING PIPE CONSTRUCTION NOTES O1 FURNISH AND INSTALL 24" CML&C ASTM A36 STEEL PIPE (W) O4 FURNISH AND INSTALL 4" CML&C ASTM A36 STEEL PIPE (W) O5 FURNISH AND INSTALL 24" BUTTERFLY VALVE (CL150) PER CVWD STD DWG. NO. 115 O7 FURNISH AND INSTALL 4" GATE VALVE (CL150) PER CVWD STD DWG. NO. 115 OS FURNISH AND INSTALL 24" - 45' BEND (P.E.) 11 FURNISH AND INSTALL 4" - 90- BEND (P.E.) 13 FURNISH AND INSTALL 30" S.O.W. FLANGE 14 FURNISH AND INSTALL 24" S.O.W. FLANGE 16 FURNISH AND INSTALL 4" S.O.W. FLANGE 19 FURNISH AND INSTALL 30" X 24" ECCENTRIC REDUCER 20 FURNISH AND INSTALL 24" X 12" ECCENTRIC REDUCER 21 FURNISH AND INSTALL 24" X 24" 24" WYE 22 FURNISH AND INSTALL 6" FIRE HYDRANT PER CVWD STD. DWG. NO. 113 DESIGNED BY: DRAWN BY: T. TRUONG T. TRUONG ICHECKED BY: DATE: EDUARDO ESPINOZA 14/ t1/12 I BAR SCALE BELOW IS ONE INCH ON ORGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY. 0" 1" a Cucamonga Valley WILSON AVENUE 24-INCH WATER MAIN Water District WORK ORDER NO.7134/ 0220981 DETAILS-1 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 a C-10 AB - 11096 SHT. 14 OF 18 I 00 0 (V (V CD Cl) 11 "PIPE" STA 47+80.44 EX 66" STORM DRAIN m "PIPE" STA 29+18.97 "STREET" STA 101+59.71 "STREET" STA 83+12.38 1 5 "PIPE" STA 48+58.61 1 "STREET" STA 102+37.88 8 1 14 14 1 EX 12" WATER MAIN b PROP CURB 1 AND GUTTER 16 ;� \ 4 4 Nj m — — — EX PA 102+50 x2+75 zi ------ — — -- WILSON AVE. 22 ° ° a . N a ° 7 WIL ON AVE. a <J ¢t d \ d n a 4 EX 24" STORM DRAIN a a �! ° d 24 1 a. EX 6" GAS MAINcl- \ PROP R/W I EX 6" GAS MAIN---\\\�-- 6" FIRE HYDRANT z SCALE: 1" = 4' I N s i \�Sia B EX 24" WATER MAIN a, ' "PIPE" STA 33+49.80 1 17 � M "STREET" STA 87+24.20 \ 8 // /� I — ----- EX 12" WATER MAIN A EX 12" WATER MAIN 13' S/� A 20 - B \ EX 12" WATER MAIN n —__ ----- _.__- / --w w w ---w--—W---ur' -w-- / -- 00 - ---dr' W 4 eJ-W---`v'e .4 00 - 18 / 1 64+25 - --- -- ---- --------- -- --- in "PIPE" STA 49+06.50 "STREET" STA 102+73.21 EX 12" WATER MAIN PROP R/W I__�__ _ — WILSON AVE 87+50 — --- 87+25 EX 66" STORM DRAIN 24" TIE—IN PROP CURB SCALE: TIE-IN SCALE: 1" = 4' C-6 AND GUTTER SCALE: 1" 4' C-9 ►t 43 n i I i n p CONSTRUCTION NOTES a a � SIDEWALK i O FURNISH AND INSTALL 24" CML&C ASTM A36 STEEL PIPE (W) 24 s ° 22 ° . ° n ° O4 FURNISH AND INSTALL 4" CML&C ASTM A36 STEEL PIPE (W) 2C EX 4" BLOW -OFF FURNISH AND INSTALL 24" BUTTERFLY VALVE (CL150) PER CVWD STD DWG. NO. 115 / PROP R/W _ O7 FURNISH AND INSTALL 4" GATE VALVE (CL150) PER CVWD STD DWG. NO. 115 "'PIPE" STA 35+00.83 O8 FURNISH AND INSTALL 24" — 45' BEND (P.E.) 6 FIRE HYDRANT 5 B "STREET" STA 88+74.57 ......... 17 1 2 11 FURNISH AND INSTALL 4" - 90' BEND (P.E.) SCALE: 1" = 4' C-g - -- - — - 1 14 FURNISH AND INSTALL 24" S.O.W. FLANGE i 16 FURNISH AND INSTALL 4" S.O.W. FLANGE - - J fYI 17 FURNISH AND INSTALL 24" BUTTSTRAP DEMOLITION NOTES EX 24" WATER MAIN d 14 14 18 FURNISH AND INSTALL 12" BUTTSTRAP ❑A EXISTING 12-INCH WATER LINE SHALL BE ABANDONED OR REMOVED - ---�--1i WILSON AVE. 8a+75 AS NECESSARY. CONTINUOUS SERVICE FROM EAST AVE TO 20 FURNISH AND INSTALL 24" X 12" ECCENTRIC REDUCER WARDMAN BULLOCK RD SHALL BE MAINTAINED AT ALL TIMES. 88+50 0 22 FURNISH AND INSTALL 6" FIRE HYDRANT PER CVWD STD. DWG. N0. 113 B REMOVE INTERFERRING PORTIONS OF EXISTING PIPE >> \ 24 TIE—IN j 24 FURNISH AND INSTALL 2" AIR VACCUM PER CVWD STD. DWG. NO. 120 SCALE: 1" = 4' C-6 n s a ] PLANS APPROVED BY: PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: DRAWN BY: T. TRUONG T. TRUONG Cucamonga Valley i Underground Service Alert �oe��nRooiOS, WILSON AVENUE 24-INCH WATER MAIN -11 ��0 E0 fso Fy CHECKED BY: DATE: ] e Call: TOLL FREE � yJ5 �yooy EDUARDO ESPINOZA 4/11/12A.W Water District WORK ORDER NO. 7134/ 0220981 AB - 11097 JOHN A. BOSLER, P.E., \\ No. C-70868 3ESUS EDUARDO ESPINOZA, P.E., BAR SCALE BELOW IS ONE INCH ON ORGINAL 811 N Exp. 06-30-13 ] DIRE R OF OPERATIONS & ENGINEERING SERVICES * * SENIOR ENGINEER DRAWING. IF NOT ONE INCH ON THIS SHEET, DETAILS -II qsTgT CIVIC \FQ��P N(h l'1� R.C.E. C-70868 ADJUSOT SCALE ACCORDINGLY. TWO WORKING DAYS BEFORE YOU DIG DATE: ( �( R.C.E.:52093 EXP.12-31-12 fOFCA� DATE: EXP.06-30-13 REV- DESCRIPTION DATE JAPID 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 SHT. 15 OF 18 co 0) 0 N CV 0 r- b 7 2' x 4' . &' WELDED ANGLE IRON (3 TOTAL) PIPELINE PRODUCTS VENTED PPE COVER I• GALVANIZED NIPPLE AND 90 ELBOWS O O O AR AND VACUUM RELEASE VALVE SEE TABLE BELOW -1 v� REDHEAD ANCHOR BOLT NUT AND WASHER CORPORATION STOP REFER TO TABLE ON SM. DWG ME. 102 SLOPE LP TO RELEAE 90 THREADED BRASS ELBOW SCH. ISO THREADED BRASS NIPPLE HEAVY DUTY WELD COUPLING (I.P. THREADED 30000) WATER MAN BALL VALVE MALE x FP • 36. SRA55— PLC TBE 2' M 2' x 4' CONCRETE PAD OR SIDEWALK PVC SLEEVE J TIP THREAD x SWEAT ADAPTER TYPE 'K' SOFT COPPER TUBING (NO SPLICES ALLOWED) I �— TYPE •K• SOFT COPPER TUBING (NO SPLICES ALLOWED) RELIEF VALVE SIZE PIPE DA. s2E NR/VAC CAN AR/VAC LESS THAN 6-INCH 1' /CUG1230 u la 8-INCH OR GREATER 2` /CUCA163O ULM 1.v RISPIN AR/VAC UL SERVES OR APPROVED EQUAL. Cucamon a Valle Water Distrl AIR VACCUM RELEASE VALVE Cucamonga Valley APPROVED BY: WA66ater District 6-„-0• F9'aYE9x0YPMIAe(I ,ax AmewsnxAT,wPgwrwnl¢ACAnla R RE, DIRECTOR OF 01 t PATE PAN Yrtkl ENp INC ENGI 4" x All FIRE HYDRANT JAIAES ,ZONES 1344HP— 4• x 24' THREADED BM SCH. 40 STL PIPE— III- x 3• BREAK AWAY BOLTS FINISHED SURFACE CURB k GUTTER A D - 4' x 12' FIRE HYDRANT J EXTENSION W/ BREAK 4' MATE VALVE ARID I 1 AWAY GROOVE VALVE BO% ASSEMBLY, 4" S.O.W. SEE STD. DWG. N0. SEE I R, 4' STD. W. CML k C STL PIPE — 4• S.O.W. I I 4" SC WELD a' 45' WELD ELBOW CML & C- ELBOW CNL k C TANGEALTERNATE TANGENTIAL OUTLET WATER MAN e' AND GREATER V 4" STD. WT. CML & C 4"L 6' / d" $.GLUM. PPE AII,Nr THRUST f1LOCK, THRUST BLOCK. SEE $T0. D1VC. 304- SEE SM_ DWG. 304 LOWE I PONT 0 - --- !i — -� PI , EE STD. 4' STD. W. CNL & C DWG. NO. 123 SIL PPE 4" BC WELD 4' 45' WELD ELBOW CML & C ELBOW CML & C MRIW BLOCK, SEE STD. DWG. 304 N10TE: 1. CONTACTOR IS RESPONSOLE FOR THE PAINTING OF THE HYDRANTS, PANT SHALL BE RUST-OLEUM 17644 SAFETY YELLOW OR APPROVED EQUAL FOR POTABLE WATER AND SIERRTAN FOR RECYCLED WATER L Cucamon a Valle Water District BLOW -OFF ASSEMBLY 4-INCH AND ABOVE APPROVES BY: sr0. Dwc. CW'a'e amonga Valley tr District a 119 f Y61NEfIW90fPHiILPI ,wa ASIgUO$IPRT, N.r[w acHWMAunra JOHN R P.C. DIRECTOR OF ONS & DATE PNNeNaN. ENGI NG SHY. 1 OF 1 cM N tre.:,p. eM .la ew aw Ilm evN rtG_619 DESCRIPTION DATE I APP'D of a "• 94 Li Y�a XT b m m O [n iP N n - - ^ � 10• I IC V o In y. q xG i tl �" tl of91 I S aril s aria 9 ism JCOMYER WL N .I Y ,IsCURB FACE 30' MIN. a A5 Y ear Oil il'cbo Cucamon a Valley Water District FIRE HYDRANT APPROVED BY: STD, DWG. Cucamonga Valley Water District S-11-ft 113 INn AN•ODFIaEI, AwrM[IC.V4w.Lunro .IGN R P.E.. DREMOR OF OP ONS k DATE IApNYrYJ. ENO C sm. I or 1 a: 4VAl Ne 4p w ale_ NW `NWDE MUD AT CmAIRACTpC3 ll[ID MORTARMR04 r01 N' MO LMpR PIRI YE MOTE 3 SINGLE/ DOUBLE Ap WELDED JOINT IO" YW Ilr MA% •" 2' 2' M' WIN Y lir YM MN N' MAX MPI V M FIELD m MPL IWN REAftIRCEWENr NaKNr MaRrM Ex L I Nrw AL,WIAiE IWt4 r1P) / L '--MBE PPE SRt1 0.AIE, SAYE IIMpP1E$F T % 4' % It WIT DWEIG AS SE0. 9aM. 1/C 4W OUTT WhPICR WAS ON RR3 24-Naa AM) 3MALa111 BUTT STRAP JOINT Y x4`Ax 1W SR'/ BYTAUSEA9IE D UTACK WELD WON FILuG TYPICAL HANDHOLE FOR BUTT STRAP JOINT WCSP JOINT NOTE<_ I. HANIHOLE REQUIRED ON PPE SMALLER THAN 24' DIAMETER. 4. ALL WELDING SHALL BE ZPASS MINIMUM. 2, PROVIDE ADEQUATE HOLDBACK OF CEMEM MORTAR UNNG AND 5. ON FRTNGSC CONTRACTOR SHW1 USE WELD �LL FIRINGS GDARNG F1N1 WELDING AND TESTING OF WELDS OR WEDDING SANDS. 3.111 IMOOIWar tAP.WELD IS SHOWN O1 THE DRAWINGS. WELD ANllCWT5uDEcamon a Valley Water District MORTAR LINED & COATED STEEL PIPE JOINT DETAIL Cucamonga Valley ADD By: WG STD. D. Water District 126 1AAa MMIMnIIIHT. wKnI arxauAA CAMM JOIN/ R PE., DIRECTOR OF Op ONS k DATE INNWraan ENp NG sHT. I or I eaaP F••.IW wild ra •w w 4_ UndergroundServiceAlert �EF:ORTE/LOG •TOLL FREE w�i�on 811 • WORKING DAYS BEFOREYOU a" x a" WLVE BOX LID MARKED YMTER OR APPROVED EQUAL W/ RICK SLOT, SEE NOTE 3 AND d FINISHED SURFACE ILOI I I, I I a" x 12" GALVANZED I I "sup CAN' Top $E'CTR7N I I� TOP OfFSl TO_ I I SDR B" 35 DITCH. SECTION LENGTH ASS REQUIRED I I I I I I MOTES; I 1. RESUEM-WEDGE GATE VALVES TO BE USED FOR ALL APPLICATIONS 4-11MCH THROUGH 12-040I. APPROVED RESIDENT -WEDGE VALUES AS FOLLORS: WALtERR E(KEN-SM E2W 11) /4561 w AFC SERIES 500 CLOW JFGI02 I 1 AN SERIES 125 ( 2. AWWA c5o4 BUTTERFLY VALVES TO BE USED FOR ALL APPLICATIONS 16-04CH AND GREATER. APPROVED BUTTERPRFLY AR VALVES AS FOLLOWS: I I MULLER I 3. /1-RT BROOKS BOX WITH GIST IRON RING AND COVER MARKED "WATER" REWIRED FOR USE IN CONCRETE PAVEMENT. I I 4. VALVE BOX ASSEMBLY N LANDSCAK ABOVE FLOOD RM ELEVATION. SET NON-A58ZSTOS I K k C CONCRETE RING GASKET 5. VALVE OPERATOR EXTENSION REQUIRED WHEN TOP OF NUT EXCEEDS A DEPTH OF S.O.W, FLANGE 5 FEET FROM FINISHED SIFPAM SEE SM DWG. NO. IIS. CAD PLATED, CMIL SZE RN/ k C STL. RIPE. BOLT s2E. SEE sZE PER I BOO. OWG. 307 I— VALVE PER NOTE I OR 2 ABOVE. SIZE PER PLAN Cucamonga Valley Water District VALVE AND BOX ASSEMBLY Cucamonga Valley ABED BY: BID. BRIG. Water District 115 rYYAlxwmPADr,MlaoarAAMWAPnra JOHN R PL, DIRECTOR OF OPERATIONS k DAM III I OF E NG � aeal M xW 4.9 IM- BUTT JOIN 957E RELATIVE COMPACTION MIN. 90% RELATIVE - COMPACTION MIN. - TYPE C2-AR-4000 A.C. FINISH SURFACE TO PLACED NO SOONER THAN 14 GAYS NOR LATER THAN 35 DAYS AFTER BASE PAVING. E NOTE 7 TYPE B-AR-4000 A.C. BASE TO HE PLACED WITHIN 72 HOURS AFTER CONSOLIDATION OF 8ACKFILL. V T41" 1 3W I�.C. ) I ■ I 3' - CRUSHED AGGREGATE BASE IN TRENCHES LESS THAN 100' IN LENGTH, SEE NOTE #1. T 12" �— BEDDING de SHADING PER UTILITY / INVOLVED. IF NONE REQUIRED. / USE CLASS 2 AGGREGATE BASE. AS PER STANDARD DWG. N0, 341 NOTES_ 1. All trenches 100' in length or longer shoes be bockfilled and consolidated per Sections 305-1,3.1 thru 306-1.3.4 of the Standard Specificotions, 2. Spread 8oxes may be employed for trench paving jobs less than 500 tin. ft. 3. All joints shall be vertical butt joints; lop or feathered joints ore not acceptable. 4. Unless otherwise instructed by the City Engineer, trench patch shall be straight grade across width, and shall not be crowned of center, 5. Prior to placement of A.C., pavement edge shall be cut to a clean vertical and straight edge with took coat on face of cut. 6. The entire traveled lane, 12' min., shall be overloyed with ,10' min. C2-AR-4000 A.C. using a self propelled paving machine (BARBER GREEN, SLAW KNOX or equal) for all m trenches 500' in length or longer. 0 7. Permanent AC. patch, which shell be aminimum 0.25' thick or 0,10' thicker then existing - whichever is greater - as directed by the Engineer in the field. CITY OF RANCHO CUCAMONGA, CALIFORNIA N ._ APPROVED BY. STANDARD PLAN 7ffff TRENCH REPAIR 120 CITY E NEER EATE USE WITH STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION O R.C.E. 24953 SHEET I OF I PLANS APPROVED BY: ' JOHN A. BOSLER, P.E., DIRIll OF OPERATIONS & ENGINEERING SERVICES DATE: 4t' 10�11;P R.C.E.:52093 EXP. 12-31-12 PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: DRAWN BY: �QtLOFESS/pyq/ T. TRUONG T. TRUONG �y� „ RDO fsp/rryc CHECKED BY: DATE: Cucamonga Valley EDUARDO ESPINOZA 4/11/12 No. C-70868 y A JESUS EDUARDO ESPINOZA, P.E., BAR SCALE BELOW IS ONE INCH ON ORGINAL -� Water District Exp. 06-30-13 * SENIOR ENGINEER DRAWING. IF NOT ONE INCH ON THIS SHEET, CIV1\- �P ADJUST SCALE ACCORDINGLY. yTf OF C0-�F� DATE: �� Z R.C.E. C-70868 EXP. 06-30-13 011 ,I 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 WILSON AVENUE 24—INCH WATER MAIN WORK ORDER NO. 7134/ 0220981 STANDARD DRAWING C-12 I 0 CD cli CD AB — 11098 1 M SHT. 16 OF 18 O ti Cl) M N O N ►i C Q c c V P rd G C Z r Q C C C W C J C I m CD N N O c') -f1% E• MWD PROP --I EXISTING R/W R/W R/W 11' 19' 20' 6' 4' 13' 20' 6' 2' _ - 5' EXISTING SURFACE -- -- ------'� � � EP I I' PROP AC PAVEMENT EX 6" GAS MAIN 1.70% EX 12" WATER MAIN (MAINTAIN SERVICE AT ALL TIMES UNTIL NEW 24" WATER MAIN IN SERVICE) nn n on do R PROP 24" WATER MAIN APPROX. 4' BELOW FINISHED GROUND CROSS SECTION @ "PIPE" STA 29+06.58 = "STREET" STA 83+00 SCALE: HORIZ. 1" = 8' VERT. 1" = 2' 0 1564 [11400A 1558 1556 1554 1552 _60 EX MWD 96" WATER MAIN - APPROX. 16' BELOW FINISHED GROUND WILSON AVE. EXISTING MWD PROP -' R/W q R/W R/W \ EXISTING SURFACE VARY t8' TO ±23' VARY t7' TO ±22' 10' `- -- 13' 8' 6' 1 V�RY t3' T ±46' ` VARY t7 TO ±35 � --------- -- _ I EP j ; 1 I -' I I I EX 6" GAS MAIN I 1 -- 1.70% 1.70% - PROP AC I --- PAVEMENT D� i ---- — — EARTH V-DITCH PROP 24" WATER MAIN I I APPROX. 4' BELOW 1 FINISHED GROUND EX 12" WATER MAI 1 (MAINTAIN SERVICE ! I I I NEW 24" WATER M -40 -20 0 20 40 6 MA CROSS SECTION © "PIPE" STA 36+34.22 = "STREET" STA 90+00 SCALE: HORIZ. 1" = 8' VERT. 1" = 2' EX MWD 96" WATER MAIN APPROX. 15' BELOW FINISHED GROUND 1558 1556 1554 1552 1550 1548 1546 -I EXISTING MWD PROP R/W R/W R/W VARY 23' TO ±32' VARY ±14' TO ±23' —_—VARY VARY ±14' TO f 3' 114 — 6 --- tT TO t19, - - ----------- ---_ 2 EXISTING SURFACE I � I -"---___ PROP AC --~ j PAVEMENT - 1.70% ' 1.70% ---- EARTH TRAP. CHANNEL EX 12" WATER MAIN (MAINTAIN SERVICE AT ALL TIMES UNTIL I ' NEW 24" WATER !MAIN IN SERVICE) I I I EX 6" GAS � MAIN I I —40 EX MWD 96" WATER MAIN APPROX. 15' BELOW FINISHED GROUND —20� 0 20 PROP 24" WATER MAIN APPROX. 4' BELOW FINISHED GROUND CROSS SECTION @ "PIPE" STA 40+20.73 = "STREET" STA 94+00 SCALE: HORIZ. 1" = 8' VERT. 1" = 2' WILSON AVE. 40 EXISTING MWD PROP EXISTING R/W R/W R/W R/W 32' 3 G 8'-6" 5'-6" 15' 11' 14' 14' 17' I I 2' PROP AC EXISTING SURFACE PAVEMENT 1.70%- R,.�--- - ----- -------- ----- EARTH TRAP. CHANNEL I I � 50 -40 -20 J 0 20 40 I � AT ALL TIMES UNTIL kIN IN SERVICE) EX MWD 96" WATER MAIN APPROX. 15' BELOW FINISHED GROUND 0 EX 6" WATER MAIN PROP 24" WATER MAIN APPROX. 4' BELOW EX 12" WATER MAIN FINISHED GROUND (MAINTAIN SERVICE AT ALL TIMES UNTIL NEW 24" WATER MAIN IN SERVICE) CROSS SECTION © "PIPE" STA 46+20.73 = "STREET" STA 100+00 SCALE: HORIZ. 1" = 8' VERT. 1" = 2' — Underground Service Alert Call: TOLL FREE 11 e TWO WORKING DAYS BEFORE YOU DIG PLANS APPROVED BY: QVfESSIpyq �Q�� RDO fs fy ��' %�cm No. C-70868 * Exp. 06-30-13 * 'fit CIVIL �P gjFOF CA��F�� PLANS PREPARED UNDER SUPERVISION OF DESIGNED BY: T. TRUONG DRAWN BY: T. TRUONG Cucamonga Valley District 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 (909) 987-2591 WILSON AVENUE 24-INCH WATER MAIN WORK ORDER NO.7134/ 0220981 STREET CROSS SECTION II CHECKED BY: EDUARDO ESPINOZA DATE: 4/11/12 AB JOHN A BOSLER, PE, DIRE OF OPERATIONS & ENGINEERING SERVICES 71� 12-31-12 DATE: R.C.E.: 52093 EXP. J SUS EDUAR 0 ESPINOZA, P.E., SENIOR ENGINEER Ltl�1 �/ C-70868 06-30-13 DATE: R.C.E. EXP. BAR SCALE BELOW IS ONE INCH ON ORGINALA..AkWater DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY. O.. 1„ SH T. DESCRIPTION DATE APTD