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912g_wtWATER IMPROVEMENT !AM 1Ri k4AW 4 WIN WOODHAVEN cam.lwy 3 CLJA I 42ND AVENUE CITY OF COUNTY OF T RACT PALM DESERT RIWRSIDE K=7Y AIAP N.T.S. TWWAS BROS. MAP LOCATION PAGE 204, 0-4 (1992 EDITION) 16' _L -- 26' Wi Yom-- IX 5.2X PROP. CURB ONLY (iN 4' COVER Al F tN& GRADE PROPOSED 12" VARIES 11G 6'4;r 17' 6` PROPOSED a" VCP PROP. AC PAVING N'LY R/W LL EX. 8" VCP I - EX. 8_VCP� - I 4 SA4RA Y WAY -1I J 111 I III 12 0 T In 1� a 2 a 00 m X I ll W 11 �I ❑ I III57 JIIIII LI L EX. 18" C � I I � I� 0 wl I \`--- CO. 40191G6 RIv�R- -W12 CITY L.IM/7" S'LY R/W IL --v- SEWER MANHOLE F J -� SEWER CLEANOUT EX. IMP Pn EX. IMP. PROPOSED SEWER MAIN EX. 8" W.L. ---- EXISTING SEWER MAIN --� 4" OR 6" SEWER LATERAL PROPOSED WATER MAIN EASTHAVEN ROAD --W-- EXISTiNG WATER MAIN TYPICAL SECTION N. T. S. 3" FIRE HYDRANT ASSEMBLY 0-- BL OWOF F -011,10-- 1" WATER SERVICE W/ 3/4" METER AND 1" BACKFLOW PREVENTION DEVICE APPROVAL COUNTY OF RIVERSIDE DEPARIWENT OF FIRE PROTEC1I0I BY: at TITLE: f DATE: o i Al rt ENGINEERS VERIFICATION I VERIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY RIVERSIDE COUNTY FIRE DEPARTMENT. ell 54_.� 41_� i/-20-96 R. d.E. N0. 32182 DATE FAI T C/ry OF FOR N0. SCALE: 1 "=80'77 _ T PAG.M 0E SER T TRACT NO. 19299 M.B. 186/36-37 t WOODHA VEN COUNTRY CL UBl I N D E X M A P PLANS 26938-1 ESTIMATE OF QUANTITIES NO. DESCRIPTION UNIT QUANTITY 1 ReinCaww.-ete Enr,*Sen #,-7Y C&" th%CA) L. F. Z1 2 12" D.I.P. NTH RESTRAINED JOINTS L. F. 2S1 3 3/411 Irrigation Mafiet- I " Service FA - 2 4 12" TEE C Ostcti l.e Irian) EA. - 5 (Deleted) _ EA. 6 18"x 12 "Tet (DuGti le /ran EA. 1 7 12" X 6" TEE E DucHte Iron _ EA. 2 8 _ 18" X 6" TEE C nuc t+ le Iron) EA. - 9 C lDel e fed) EA. _ 10 90' X 12' BEND CDuc.til4 Ir-0,2EA. 3 11 12" X 8" REDUCER 'rDUCh'14 (ran ) EA. - 12 2"Service vV12"meter i 2"l3acArAlow Prevcnh6C7 Devi Ce- EA. 13 De_/e. red EA. - 14 12" G. V. C j>ueti It if -on) EA. z 15 18" B.V. (DUCTILE IRON) EA. 2 16 6" FIRE HYDRANT ASSEMBLY (WET BARREL) EA. 2 17 1" SERVICE WITH 3/4" METER do 1" BACKFLOW PREVENTION DEVICE EA. - 18 12" Blind F/ane EA. ! 19 SAWCUT, REMOVE k REPLACE EX. A.C. PAVING S.F. 50 20 CONNECT TO EXISTING 18" WATER LINE EA. 21 CONNECT TO EXISTING 8" WATER LINE EA. - ery ;`e CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED �+ cc�o�L CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME C# TML rr'�c SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE UNAUTHORIZED 011ANGES & USES. THE ENGINEER PREPARING THESE PLANS WILL NOT BE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS 1-800 THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, PREPARER OF THESE PLANS. 422-4133 I NfDEMN I FY AND HOLD DES i GN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. T!o •ORis33ifG DAYS BBFORN YOU DIG ESSI , PREPARED UNDER THE DIRECTION OF: PACIFIC ENGINEERING ft 321IT2 s' I OEC. 31.2 `l C1V�� • & ASSOCIATES ACIVIL ENGINEERING -PLANNING -SURVEYING AND ELECTRICAL ENGINEERING SERVICES RCE 32182 EXP. DATE: 12-3141-230 CARLOTTA DRIVE PALM DESERT, CA 92211 DATE: 11- zo -9G (619) 346-4264 FAX (619) 779-5994 lyl3 PHASE r CoAtsriluc r�onl I certify that the design of the water system in Tract No.2G93,5'1 is in accordance with the water system expansion plans of the Coachella Valley Water District and that the water service, storage and distribution system will be adequate to provide water service to such tract. This certification does not constitute a guarantee that it will supply water to such tract at any specific quantities, flows or pressures for fire protection or any other purpose. Date: Z'7-4,497 COACHELLA VA EY WATER DIST ICT By: Daniel L. Parks Director of Engineering R.C.E. No. 29572 RECOMMENDED FOR APPROVALI APPROVED BY: DATE: CHECKED BY: DATE: THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE AT CONTRACTOR'S EXPENSE AND SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.G.E. NUMBER BELOW 33,966 OR A LICENSED LAND SURVEYOR. Q�OF ESS/p�,, NO. 33950 s EXP. 06-30-98 Clv\� OF CALVE BENCH MARK DETAILED DESCRIPTION: General District iota'ler Domestic hater 1. All materials and construction shall conform to the Standard Specifications for the Construction of Domestic Water Systems (Standard Specification;) of the Coachella Valley Water District (C90). Unless modified by the Standard Specifieatioms, the standards of the American Water Works Associations sha11-"ply to all materials and construction methods. 2. All work shall be inspected by CVWD. The ebazges for inspection shall be in accordance with CVWD's Regulations said Standard Specifications. 3. Work performed without inspection shall be rejected. 4. The minimum cover for water distribution pipelines and appurtenances shall be 4&inches . Streets shall be brought to subgraale, sewer installed and curb and gutter installed before pipeline is lmstalled. 5. All connections to existing facilities will be made by CVRD a.t the owner's expense. Sixty days notice required. 6. The separation between water and sewer facilities shall be as specified in CVWD Standard Drawing W1. 7. Contractor shall contact the Chief Inspector. CVWD. at least 48 hours prior to start of construction to arrange a preeonstrtuction conference. 8. An approved cleaning tool shall be pulled through the pipe during the progress of its "usably to remove dirt, rocks or foreign materials. 9. No water or sewer pipelines shall be installed under decorative concrete, concrete, curbs or sidewalks without prior approval of CVWD. All in -tract streets shall be paved with asphalt concrete pavement. 10. These plans may be subject to review and/or revision, by CVWD, if construction has not begun within 12 months from Date of Approval as shown in CVWD Drawing Approval Blocks. 11. Contractor shall submit to CVWD a list of materials to be used prior to the preconstruction conference. Only materials an the approved list may be used. List shall include quantity, manufacturer, model. size, and other pertinent data. 12. Contractor shall schedule his construction activities with the Chief Inspector, daily, between 3:30 and 4:30 p.m. for the following working day. If CVUT is unable to provide an inspector or inspectors, Contractor shall reschedule its work for another tins. If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall be charged 1 hour of inspection time for each day of occurrence. 13. Contractor shall call Underground Service Alert at 1-800-422-4133 at least two working days prior to start of construction. 14. Curb and gutter shall be in place before any domestic water pipelines are constructed. Special Construction Notes In locations where the water system is to be installed in noncorrosive soils, the following requirements shall apply: 1. All pipelines to be C?4L/CHC steel pipe or CML ductile iron pipe. 2. Pipelines to be installed with a minimum of 48 inches of cover at final grade. 3. Entire system to be staked for grade, alignment, substructure location, service location, fire hydrant location, detector check, tee and gate valve location. 4. Cut sheets shall be supplied to the Chief Inspector prior to construction. 5. Final grades shall be established and curb and gutter installed before the installation of the pipelines, services, fire hydrants and detector checks. 6. All fittings used with 01L/CMC steel pipe shall be CM3./CMC steel and all fittings used with CHL ductile iron pipe shall be CHL ductile iron. 7. Two bonding clips per joint to be installed at each bell and spigot joint on CML/CMC steel pipe only. 8. Fire hydrant runs and detector check runs shall be CHL/CMC steel where the system is CML/CMC steel pipe and fire hydrant runs and detector check runs shall be CML ductile iron where the system is CML ductile iron pipe. 9. Curb and gutter shall be in place before any domestic water pipelines are constructed. FOR-MANSPORTATION DEPT., RIVERSIDE CO., CA KHALED A. OTHMAN, RCE NO. 33950 EXP. DATE 06-30-98 DATE ff /,z 41,9 2 1.0 MILE N'LY ALONG WASHINGTON ST. FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE INT. OF WASHINGTON ST. AND 42ND AVE., 258.28' NE'LY FROM A CUT 'X" AND CONC. NAIL IN CURB, 125.58' NE'LY FROM A CUT "X" IN THE SW`LY COR. OF A CONC. SLAB AT A GAS STATION, 171.51' AND 75.86' NWLY FROM A 211X2" WITH NAIL, 134.49' AND 63.11' SW'LY FROM A 211X2" WITH NAIL, 69.59' NWLY FROM A. CUT "X" AND CONS NAIL IN DRIVEWAY, 55.49' SWLY FROM A TAG MARKED LS 2344 ON THE SW lY SIDE OF PP #9770-1.D., 53.58' NE'LY FROM A NAIL AND TIN ON PP #330581-3. BENCH MARK NO. PD -3-3W ELEV. 117.047 DESIGNED BY COUNTY OF RIVERSIDE LOCATION: DEPT. OF ENVIRONMENTAL HEALTH HANDINELL MONUMENT AT 1.0 MI. N'LY ALONG WASHINGTON ST. DRAWN BY IPP OVED BY: FROM THE INT. OF WASHINGTON ST. AND 44TH AVE. TO THE INT. OF WASHINGTON ST. AND 42ND AVE. DATE: DEC. 1963 CHECKED BY- 9.09 N0. REVISION APPROVED DATE (SEE SHEET t FOR DETAILED DESCRIPTION) DATE t IN THE COUNTY OF RIVERSIDE WATER IMPROVEMENT PLAN TRACT 26938-1 TITLE SHEET <P14A S& r) POR. OF SW 1/4 OF SEC. 7, T.5S., R.7E., S.B.M. - SCHEDULE 'A" am 1$ PO #7 IUs 3 em AM. 2201NPI y t 110 105 a�'J• Q 100 8 E 115 PROP. TOP OF PAVEMENT OVER PH. II Cot4smuc qo' 1c / 2" a EX. 18" W.L. ot4_� H, r NSrRucT/vN 2. NO TREES ANO/OR DF /2" D/p WATER 11,,Ex, GRD, OVER � m EX. SHOWN. 5�`�' z 0 -�- EX. 6" GAS W� w .-.- _ 00 Cont. J 5 U, �' W 7IL ;a- a i �- -- N�^ J Encase manf -h v 0 EX. 12" F.M. -- -� C A1' MIN. CLR. 1 l Q t I&PH. Z COA/5 roq Ic rV S = s o. 0000 0 -0•oo8/s 0 j I� a -O .. J2 D!P 9069 r2'" o �- z �/�t s tfio i n ed GEN O �� Q .O UJ a Z joints o GO MN N 19 9 _ �y4'o N �}. F- V) � N I Waw �Wo= _ 00X3; q �XZ `` �r "004 EE 10 •rVe ,• H ". mN<pN� LprnV►W li1O "rNio4j °c'Zi +O N�r+iF t�p + '0 t+0c •- a - t G R z^ c1cH O I a `r° — q(4z � L SCALE: 1 ` = 40' 40 20 0 40 80 120 SCALE: 1- = 40• 1 12 r S tomo cd ca TENTATIVE 3 4 5 SECTION "A" -"A" L 7 115 12" W.L. qo' 1c / 2" a EX. 18" W.L. I\ 110 2. NO TREES ANO/OR DF /2" D/p w/R<ST�t,aiNED SHALL BE LOCATED J oiNT S m 105 SHOWN. 5�`�' z F. a XW ii- �jWJ W� w 00 J 5 U, �' W 7IL ;a- a i �- -- N�^ 7 TRACT N0. 26938 41 10 10 NOTES: HORZ: 1"=40' VERT. 1"=4' 1. ALL WATERLINES TO HAVE RESTRAINED JOINTS. PHASE 3r PHASE L CantSrRucr/a^� 2. NO TREES ANO/OR PERMANENT STRUCTURES C©NSMUCT/oN SHALL BE LOCATED WITHIN CV'WD EASEMENT AS �v0 r A RART � SHOWN. 9 4(N w o 7IL $ -- TRACT N0. 26938 41 10 10 a► LQ * Z 9 4(N v C Q e 1 �' -- _ — — _J _ — AL Z- J o _—_ N • +� v A •g+ •C" •0« .E., 1" SERVICES W/ 3/4• H„ 4 — N �n I �. METER k 1-9 BAso CKFLOW, i J K ' " L o �x = 1 RETAIL 1 PREWNTER VICE (TYP.)j RETAI I k T PROP. CURB RETENTION OUTLET- BASIN UTLET BASIN .r O cf 1ng '° io I F.F.�11?.i + F.. .G ~ FF 1121 ��,� �► ba I 4+80.84 g f • X •� 1i' i8 4' f •• + 0 Q p2 ' n �AC V-Gutftr (1) le X 8' 1 E -7I I I �� � � W43 v 9! � n I �, V ` + Curb (1) S' 01 in� F.H. ASSY. We h _ trz Ess Sill NO. 32192 �> * DEC. 31, 2001 J} CIV\ �! ' CAL\' - - J 1 curb cva/yJ 12' DI 6 Ir6 AC a/ w ftr 5' r1 S �,� 05 , .�', TANK SLAB - -- — - - ry t .1 , URB I --------- - — - - -- 0 1 I>E1r (T11P.)1 (iP. - - _ _ - , I E o `` I �• , - � '� _ a PROP, 8" VCP U�I � I m -� _ '7 � a ua S _ �T — CL Gur t> l GAS �� t �� 30' i /y 13 1 a A.C. UMP ❑ ;� a FUTURE - c t j.:i . I 10 �, S�AtvO v 1 I AC �. , RETAIL iN+a%k _ - ,...�, ( 1,N EX. P.P. b a, FUT. A.C. 3 1 I (RELOCATE) +� I �- 4 { i' MI/ 3/4' ^ g g I ^ ; CONC. �y / �' I �- 5 24' 1 18 26 -18 .51 (Fl.•11'J�l) I AC } Mm 1' BAIX- v� I I G' SLAB--- FLOW LABSFLOW PFnam t � I 24' 18' ' DEVICE (�) I 1 3 \� r4 ZI' I ¢ C PHASE tT W 30' 20' 10' 15', � . p �� Z CONST .� i, J ESAA TI y 0 ,. �'�`` ��(i; p b► ( 4 ^ I Ex. a� DIP -� rY lAI — — BANK J1 9 J� 11 I �' • a TG -T. S `• 3 12 i �� t ^ (3) EX. 18' B.v. 5 , 5 FLIT. FAST FOOD c rb Q ' �o }} Fi.-11J�o I I ,I q . I r AND (1) EX. 12 1 (F.F.�11a� �� N �/ v ' V -Gutter � is � A I " 1 -0 / % W �o 8 X a RED. � � L 2 25� ES alo. A L �n on/ 6 u DC /EC / / . GP" LANDSCAPED iy I DRIVE THRU Gf4oy +.3 =.. AREA i 14 I O D 0 3:1 kMAX PROP. R/W w • 'II Strv' MON. SIGN -PLAN8 BLOCK ALL k N FU12 �.. r5' P. 6 Wt2 SKEYYAIK 5toniptd co/ored C 60)cdf G6 ^ G6 W12 18 04 io EX. 18' D.I.P. SEE DWG. 16152) N S12 �• /f" PVe F.M. (See 0 8 s12-�-----� T T Ex M H. PREPARED UNDER THE DIRECTION OF: DATE: S 1 8 21 to REMOVE & REPLACE 5' X 10' EX. A.C. P Ex. /Z"D•l.P. w . Curb It WASHINGTON STREET s12 T TRACT N0. 19299 W } M.B. 136/36-37 3W " (WOODHAVEN COUNTRY CLUB) 6x LL S G< PACIFIC ENGINEERING & ASSOCIATES CIVIL ENGINEERING PLANNING -SURVEYING AI4D ELECTRICAL ENGINEERING SERVICES 41-230 CARLOTTA DRIVE PALM DESERT, CA 92211 (619) 346-4264 FAX (619) 779-5994 NO. f REVISION 3" C LR. h 21 ' ConC • En cQ Se rn o n t tr Co " i h i c ..# 4, a7 tZ " 0, c . f 7•yp. � • v , , i~k4 mbar <TYP'� iv CcaSs A 300orsi Gorac , Prop. 12" D.I.P. /Vote, Center pipe sect%on �• joint c'p Proposed /2" D./.P, below fht Ex. /Z" F, M, tit Crotgir)9 . DETA JL A /V rs 0 ddC n CAc G TYP.) 3,4 " /R R ri 40D /v W W18 12 REMOVE A REPLACE 5' X 10' EX. A.C. PAVING - — S12 AA 1 0 M t .V.W.D. DRAVING APPROVAL %} �. p (1D _ _ c�.�rr: o if — 1i FU 97 "Jo N �+ 0 a• W I 22634 MIJ0, W to 50'RECOMMENDED a �,:...: N W ENDED FOR AF. ROVAL: APPROVED BY: . 0 + N , FESS/q�� A N� ^ o.�n P. 0 I + .► �-. s ti !�' �f �,� cwtv�d WC- ev Mr t /Kap. CMelt• Mt• i DATE: '� NO. 33950 CHECKED BY: * EV. 06-3o-ae * TRANSP OR DEPT., RIVERSIDE CO., CA KHALED A. OTHMAN, RCE NO. 33950 DATE: or 0 EXP. DATE 06-30-98 DATE VZ 4/9 % BENCH MARK N0. PD -3-3W ELEV. 117.047 DESIGNED BY COUNTY OF DEPT. OF ENVIRONMENTAL LOCATION: ENTAL HEALTH IN THE COUNTY OF RIVERSIDE 2201 W22 ROVED P BY: HANDWELL MONUMENT AT 1.0 MI. N'LY ALONG WASHINGTON ST. DRAWN BY i WATER IMPROVEMENT PLAN � FROM THE INT, OF WASHINGTON ST. AND 44TH AVE. TO THE '~ o -' INT. OF WASHINGTON ST. AND 42ND AVE. TRACT 26938-1 SHEET �_ o - DATE: DEC. 1963 CHECKED BY APPROVED DATE (SEE SHEET 1 FOR DETAILED DESCRIPTION) �' PHA S E I OF N DATE 8 POR. OF SW 1/4 OF SEC. 7, T.5S., R.7E., S.B.M. - SCHEDULE -A" 2 SHEETS • 22534