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933bb_wt (2) II EASTERN MUNICIPAL WATER DISTRICT WINCHESTER VALLEY INFRASTRUCTURE CFS NO, NEWPORT ROA® WATER/SEWER IMPROVEMENT PLAN EMWD WATER NOTES 1, PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH EMWD SEWER NOTES EMWD EMWD STANDARDS AND SPECIFICATIONS. 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCO.ROaNCE WITH 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING W TO HIGHWAY 74 EMWO'S STANDARDS AND SPECIFZCA'IONS. SYSTEM AND VERIFY ITS EXTSTIN'6 ELEVATION AND LOCATION. 6 CITY OF HEMET 2. GRAVITY SEWER PF;OFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERTi . 3. ATR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. b ..6 3. CONTRACTOR TO INSTALL VCP OR APPROVED EQUAL SEWERS. EXCEPT WHERE *ATE B -7R SPECIFICALLY DESIGNATED ON PLANS. PER EMWD STANDARDS AND SPECIFICATIONS. 4. INSTALL SYSTEM PROFILE ELEVATIONS ARE i0 CENTERLINE (B-656. RADE) OF PIPE V I 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDRD DRAWINGS 5. INSTALL LOCATOR WIRE OVER WATER MAIN PEH 570. DWG. 9-656. GRAND AVE _ yt SB-53, S9-56 AND SB-61. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES a r 3i5 yi4 E yTH VE ' AND USED AS A FORM FOR THE INVERT. 6. FIRE HYDRANT ASSEMBLIES SHALL BE IN„TALLED IN ACCORDANCE WITH THE RTO. DWG. OF n_i 8-362. COLOR CODED ORANGE °'I 1 5. PRIOR TO THE CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE i 7. 3LOW-OFF ASSEMBLIES SHALL BE INSTALLED LN ACCORDANCE WITH7.T DWG_c. OF o �� SIMPSON RD �w EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION HYDRANT STANDARD 8-3.7, S FIRE w �! l < 2 WEEKS PRIOR TO INSTALLATION OF NEW PIPELINE. WHERE CONNECTING w m ¢' m TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE ERTSTS. NO z ALTERATIONS SHALL BE MADE TO EXISTINC MANHOLE BASE OR STUB EXCEPT B BE568RARY BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH 570. DWG. J� a COI r E Ir �`m ", AVE w ( AS SPECIFICALLY AUTHORIZED BY EMWD. 0'.v_ 5_ ALL SEWER INLETS AT THE MANHOLE HALL 3E SUCH THAT YTS CROWN SHALL 9, ALL P.V.C. PIPE THROUGH 2 INCH SHALL BE TYPE C 900 CLASS 150, EXCEPT WHERE NOTED OTHERWISE, PIPE SHALL CONFORM TO AWWA SPECIFTCATIONS. BE LEVEL WITH THE CROWN OF THE O✓1L' FTPE, THEIR PROJEC IONS N - TO THE MANHOLE CENTERLINE. E P°qr PROJECT SITE j OOMEVJIODNt PKWY .0. FI` .NGS FOR P. ✓. . PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED. 7, RECONSTRUCTION OF EX1571NG MANHOLES SHALL PE SCHLOULED AT THE BOL.ED MECHANICAL DINTS, OR PLCH-ON ,.DINTS. AND SHALL BE CEMENT MORTAR LINES ` ! PATTON AVE RATION AVE CONVENIENCE OF EMWD. ANO SHALL BE OGMPLE 7£U WITHIN FT VE WORKING AND TAR (SEAL) COATED PER oMWO STANDARDS AND SPECIFICATIONS. 9 NEWPORT RD, DAYS FOLLOWING ITS COMMENCEMENT. (PATTON AVE) ALL DUCTIE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASEC AT THE TIME OF ae. THE CONTRACTOR IS 40VISE0 THE WDRr I w 5 u 'ECT uny NV ,.VE IhS TA SLA TION PER EMWD STANDARDS ANO SPECIFICATIONS. WORKING IN A CONEIVED AIR SPACE_ CO`TRACTCR SHALL B� RESPONSIBLE FOR "CONFINED ATR SPA! ART'_EF J6. TLC l 3 'L;FOq%7A i2. A LO'NR -_P =VICE S-4L,_ BE ! EEO ON ALL MAIN :INE PIPE .,OTNTS WITHIN SPECIFIED ADMIN ISTRATC JE C00__ LIMITS AND AL_ JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LTNE PEA EMhD STD. DWG, B-553, 9. WHEgE GROUNDWATER I5 ENCOUNTED, ALL VCP PIPE SHALL BE TREATED FDR LA„_. _� ABSORPTION RESISTANCE PER EMWD 5 SPEC.ETCA 1'i DNS PR -ECT ALL EXISTING L-: ^-ES iN P . 1P. ACL PIPE ZONE REDOING 8 TRENCH BACKFILL ARE TC BE PEN STANDARD DRAWING ALL CONSTRUCTION SHOULD OBEY IRE _C .UWiNG SEPARATION STANDARDS: 55-157. 58-158, 4NO 58-'59. �5 a. P4v CONSTRUCTION: �e r znr 1 D.starce between PC_oble »Ater ��j\\� onb 3eHE. O re Cla ve.. doter �a.na sllai) be at IEoSt 1C �CeL J T� IHE CITY ' OF TE-EULA PE P ' .7CULAP rrNS DCTZ h _SST NG;: RctaD.e mater mains scall Oe at ast one (Ont above se,pr -a+.a,.meb water ,�i8"r whe^e tr,e=e SHEET INDEX_ ` `TOSS VICINITY MAP AIJ✓ ,:ATIGIJ FROM THESE o „ARUS n REGUIRF SPEC?A PPDVISTONS AS DESCRIBED ,475 SHEf N0. DESCRIPTION01. E PL4NS. _ 2004 'HOMA5 BADS. MAP ROOK: PAGE 669. GRID Al. B1, CT D' E1 AND F] _. ExL _JS � E_ - E BEEN' LDCA'EG BY _ERROR v. AViiLABLE ` _.REE 'J TES A.. ✓:C'N ITY M... tL♦ JII_L �'" RECORDS AND FIELD FWIEw. SCME c~HA 4- BEEN POTHOLED !SE' PLANS)_ _DNTgACTCR SHA LI VERIFY TCN OF ,T r--- -GR To CCV57RJCT .; OJT,TRT.^TDR SHALL c .LEx '_+EFT AND INDEX MAF. OLAN I, ANp LEGEND_ TAI FP _-GP PRECAUGE NARY MEASURE 'ECT ALL LCNES AND SHALL BE RESP,N SIBCE rJk COST DUE TO DAMAGE CE ANY JTP '. _. ^CON OR ND- SHOWN ON PLANS_ PIAN k PROFIIE - OEM AVENUE 3 STA. 138+00.00 1-0 150-00 00 _BENCH MARK NOTICE TO BIDDERS_ TIME LIMITATION STA 15,t,D 00 TO 162+0, ,D STA 162'0,,.,:0 TO 17410C ✓✓ g / !DE COUNTY P_M_ O P UN a- ,ANDS THAT A SET OF S CTFICA rrNc ECR 5 PROJECT THE '�E LIMIT ON DRAWING APPROVAL FA L BE S x ,6) MONTHS FPUM - v 19F vC.0 M 7 ..u..Y 1963 M 5 -✓_CWCJ AND APPRG'VEO BY EMWL rgIOR 0 B1DJtNG rE PROJECT. E 34FE ON THE CERTIFICATION IF CJNSRUL IDh HAS N'DT CC � 5 : � ''� r. �.� ED `L V ,4Fy L� T E 'P. ETF ^> SHALL BE MADE P✓RT OF T e B G WHEN 61 NTS. WITHIN STATED TIME, EMWD Re GU�RES D . iNGS 'G BE REVIEWED B IRE - _86-00.1 ., _0 S9B.0, GC N B Ocv .JEFC T -SE 5D iH DOCUMENTS r"LANS A;l SPEr�) W'HEN oIOG ING DEV_ ENGINEER AND FE-SUBMlTTEG TO EMWL LA POSc�BYL H - i iuc �GDh 7V B.M. ,q DCEST. CHANGES IN MASTER PLANNED 5.ZIN'L AND CH4NGES iN SPECIFICATION STA. 198. r,G, M :G jJLY 1963 414D STANDARDS. , ELEV 1455.699 R'✓ PEERE` '1-E2 IMPLEMENTING CD✓NTY B " 1-11-H IMPLEMENTING FACILITIES NOTIFICATIONS A =22-0 -e 23Z-00 DO ' ELF, 144A.61 WA 4 S.OgArE -4NI BY OTHERS CONTRACTOR SHALL NOTIFY 'IE FOL�O WING AGENCIES A7 LF4ST 48 HOJg5 11 A_ 4+02466O lT^✓ P.IDE CC.,NTY 5.M. WA R SOOTT_P S ATro, BY OTHERS IN ADVANCE OF STARTING CONSTRUCTION. le N. ?46+00 G6 -0 256+00 DU 11 41-83 n_;tR/SEWER P: __.NE BY OTHERS _LFV='.429.42 - EASTERN MUNICIPAL WATER DISTRICT (909) 928-3777 EXT. 4830 __ STA 258+00.00 70 270+00.00 - UNDERGROUND SERVICE A' IRT (USA) 08001 227-2600 RIVERSIDE COUNTY TRANSPORTATION (909) 955-6865 14 ST4 270f00. C -0 2B2+00 n, DEPARTMENT - ALL OTHER AFFECTED AGENCIFS THAT I STA, 232+0200 TG 294-0G.L Issued by Addendum N0. 2 ARE NOT MEMBERS OF USA Newport Road AS-0785 REVISOOUNDERGROUND SERVICE ALERT CIVIL ENCINEERS $ _ 4 aJ 4 1 ,` WATER �A„N A L B E R_ T A. t aGy, aa� A r,A„7s CA]2(XI txa. ;z.31_ l/o�,A EASTERN MUNICIPAL WATER DISTRICT P WSTER VALLEY gpp �R DISTRICT T D. +e gel xetPna: ear 1r / DATE tt,7 r / S9WEP. APPROVED BY: EASTERN MlNi1C�AL WA CALL: TOLL FREE °+ -A_;F RN'A R 3788 McCRAY ST. STRUCTURE CFD 1.800 VML RIVERSIDE CA. 92506 - a acc _ REFERENCES NEWPORT ROAD WATER/SEWER IMPHON EAfENT PLAN rU:'r U 227.2500 A S f 0--d_1A T E S PH. (909) 686-1070 C .onr ors eoE.d o�. � c7v: e�;rEea ouo,.YEsCOlorvs _ OAr- FAX ' 7 " °A TTSETENWFERNCONSULTANTS 15 APPROVALS T e-r. - ---- D- - m. oaFw i;us FOR: EASTERN M'JNICIPA_ WATER FI :)8n� W4�o � � PEC6ICA ISDN N[l_ SLP. P2RA*I0.5 18" PVC C-905 CL-235 WATER MAIN — — mNceesres Roes / W 90 111NCi113?eR 18 PVC C-905 CL-2351EAP. B.o. / / Av y— v WATER MAIN / // SHEET 15 \\ lu�,/ \ 18" PVC C-905 CL-235 \ 16" PVC C-905 CL-235 WATER MAIN / A Acc \ \ TEAR. 60. WATER MAIN _ --r \�4T4jEv4 __---- )Row �— tsot+IROAB r ResT i.00e £ J \ : ( I I AY�AR � S TEAR 8.0. rt'1[0w V/PR AV AS LOOP im---- — ADAAS SS^"- �fG \�_ I NNRe ROA --.—.--- ------,__--- PAST LOOP - -�— ------ SHEET' 10 SHEET 11 SHEET __�__._----_—'------_-- SHEET 8 SHEET 9 TEAP. 8.0. 4 SHEET 5 SHEET 6 SHEET 7 12" VCP/PVC SDR 35 rzuv. 80. TEMP 8.0, TEMP. 8.0. TENIP. B.G. SEWER MAIN QUANTITY ESTNATES CONTRACTOR SHALL CONFIRM ALL QUANTITIES AND MATERIAL NEEDED LEGEND Hfli NO. DESCPoPDON GUAM UNIT SID. DTIO. PROPOSED 2" COMBINATION AV. 6 AA. 1 18" PVC C-905 CL-235 15,152 LF. PROPOSED 6' BLOW-OFF ASSEMBLY 2 16" PVC C-905 CL-235 1.413 LF PROPOSED RESILIENT SEAT GATE VALVE 3 18" DIA. RESILIENT SEAT GATE VALVE 15 EA. i1{ PROPOSED FXH ADAPTOR 4 72" DIA, RESILIENT SEAT GATE VALVE 7 EA fLL PROPOSED WATEPMAIN 5 78"X18"X18" FXF D.1. TEE 4 EA. 6 6" BLOW-OFF ASSEMBLY 10 EA, B-357 PROPOSED SEWERMAIN 7 TEMPORARY 6" BLOW-OFF ASSEMBLY 13 EA. B-558 -.-- EXISTING TELEPHONE 8 18" DIA FXH ADAPTER 6 EA. W- EXISTING POTABLE WATER (SIZE AS NOTED, SPECIFIED OTHERWISE) O9 2" DIA. AIR VALVE & AIR RELEASE 13 EA. B-367 _ EXISTING SEWER (SIZE AS NOTED) 10 18" DIA 45' HXH ELBOW 36 EA. — N- --- EXISTING GAS (SPE AS NOTED) 11 18"X78"XiZ" FAT D.I. TEE 5 EA. i —FG— EXISTING FIBER OPTICS 12 16" JIA 9F' HX,! ELBOW W�� E 3 16" DIA. FESILIENT SEAT GATE VALVE 1 EA. --� EXISTING POWER POLE 14 18"X12" HXF REDUCER AERIAL CONTROL �� 115 72" PVC C-900 C-150 114 LF. _1,_._ EDGE OF PAVEMENT (EP) C5 PRECAST RC. 48 I.D. MANHOLE 8 EA. SS-53 S V 12- VCP/PVC SDR-35 7,820 LF 18 18" DIA, 90• FXF ELBOW i FA. .,�'nr-HIC LCCL'c =-- 1700 PRESSURE 'LOtiE 1627 PRESSURE ZONE - d Issued by Addendum No. 2 - Newport Road A8-0705 X N ve0 e.: °°`E EASTERN NRMCPAL WATER DISTRICT t c. � aF111B101N HATER I SEIf0t;APPROVED ^-- _—��csp / ,[`G" � EASTERN ASL'NICIPATRICT cestc+Eo RIVERSIDE couNTr. .,aLIFORNTA UNDERGROUND SERVICE ALERT 17- "^'E 1"TInL �`'�"1Pi TCN Aw vD ; Dere (/ 7/ oPA.N EDCIVIL ENGINEERS °c�4 `7 TPAceO w�XafSTER VALLEY �'FRASTRl1CTURE CFD cc. OIR CALL: TOLL FREE w�77�Z177 3788 MCCRAY ST. , REFNCaeaeo NENPORT ROAD WATER/SERER IMPROVEMENT PWN LiHJJKJIKJ RIVERSIDE CA. 92506 �roREFERENCES ogre 1�E0 60EX SHEET1.800cmL E>aGuff=P uF SleDivtsPFI. (909) 686-1070 DATE o-227 2600 n s s o c 1 A r E s '' "'^` J PPSeN22 -260ENUtNeRRING CONSULTANTS FAX (909) 766-12.576 !•Q yA{R' APPROVALS w� FOR EASTERN RJ41CIPAL WATER DISTRICT .0 03-O Seo yEyfflGTTON w. 33- Ijlf �I 1 f_ - L - - -- I t , T: - — 1 L L _ I T 1 - - - - - - __}4g0 � I I �� -—I- t �- 1fI RR O� m V — i � I F w �� 5 1460 0 0 1480 I Y oa FINISHED GRADE .�4 OVER STREET ( EXISTING GROUND W E b - 0'035y i� o — / OVER STREET ( — F W COF PER EMWD _ i W Arb m 1 33 SPECIFICATIONS i (� oWi bW,a QW ldt� � �` rn .- 1470 U S.ro:o176 � 1470 ao��0 m'A44 c Ui y� m t (~llbb NO .nibOb m ti< O 7 -Q6na a o C.G. 18 WATER PIPI o` _ d PVC C-905 CL-235 —�' S--0.0122 6 = N . ab N ,oOb m 135 1460 1460 PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4 ' NOTE: 138 139 140 141 142 1.43 144 145 146 147 148 149 ER CONTRACTOR SHALL VERIFY150 EXACT LOCATION AND ELEVATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION I 18 PVC, C-905, CL-235 48' S. CIL OF NEWPORT ROAD 48-,84 776 - STA. 143+33.62 CIL NEWPORT AD. W/LOCATOR WIRE & D.B. CABLE —— -57A. f0+00.00 CIL ACCESS�RD SATTI=Z A R/W 1 , III`I GUARD PAIL STA. 143+1] 41 NEWPORT RD- II \ �_ ,. 3 3 5 8 -ST4 10+48 66 ACCESS RD PROP 42 R P -- CURP/GVTTEq 18'x18'x18' FXY TEE — C li A\V PROP- 18- RCS ----- _ R BY OTHERS gy 2 f8' XH RSGV (w 6 SI 'I "� OTHERS - y __ « 1-18- FXH ADAPTOR (E) III \ '= --- CURB/GUTTER O STREET C , CURB_ MEDIAN - $ a9 _�Im __ — / B 0 HER _ c I' S59'42 04-E —F CURB PROP, 1B- RCP + _ 40 \ f It6 _ MEDIAN �--y'1-5- Ip CURBB -� ] 9 STA f42s90.00 NEWPORT RO. e i$ -_-- - tdo 6' TEMP B.O. (EMwo B-5681 - 2- AV 6 AR (EMWO B-367) \ q PROP. 18' RCP CURB ue-- - I'- ----- y W fib j I,IY li] i w' FUTURE CONNECTION __ ---_ - -_----_ BY OTHERS _ -_ ---- _ _ -- I i�W I �- 9'42 OTE i Iv - _ �W _ GUARD 'll � �. - l � W C S59"42 04- _ - RAIL .. Z '_ __ 18- TO TANK \ FU. ` WRBi GUTTER BY OTHERS / 7- + 1-L -- � R/W FU.TUBE R/w T• STA. 10+76.56 ACCESS RD '-)6�-�Fj1} URBiGUTT-R 6. TEMP 8.0. (EMMD B-5681 ] O)� S 1T-FLFR P/w AC'C'ESS RD TO TANK BY OTHERS CONSTRUCTION NODES 18 PVC C-905 CL-235 CUR -E/STUB DATA 03 19 DIA. RES;OENT SEAT GATE VALVE R CM A T A 0 18"X18"X18" FXF D.I- TEE \6 6" BLOW-OFF ASSEMBLY J C+ %552-00' 107.$8' 10].59' S3.BI 3' 09' 29" ] TEMPORARY 6" BLOW-OFF ASSEMBLI wa TER C.G. ® END SLOPE OTBLNCE BFARINf. ) NE PrP 0 R T ROAD A 1B' NTR 0 18" DIA FXH ADAPTER Issued by Addendum No. 2 f4A.32' S�«0.0200 28.50' B 28'22'56" w dh zS, � d , 1700 PRESSC KE 'LONE 0 ?" DIA. AIR VALVE & AIR RELEASE Newport Road A8-0785 y IEVa10118 gVEO er, NATER / SEWER / REdAIMED NATER APPROVED 8Y °d iE EASTERN FSJCE VINT WATER 91STRICT UNDERGROUND SERVICE ALERT m DATE wnAL oEs[Ri2-1oN APp vo . o<rE ' CIVIL ENGINEERS A°FE((� EASTERN MUNICIPAL RATER DISTRICT 4E51"JED al vERsmE couNT.. GAL lFcanlA CALL: TOLL FREE A L 6 E R T A. 3786 MCCRAY ST. ��°E�A'� hol, � � 6/.* DAAA "`' D Rr ♦ 0 A DAVIS C47.o EAP 12-31-( DA WINCHESTER VALLEY IfFRASTRUCTUFtE CFD _a 1.800 BB RIVERSIDE CA. 92506 Y REFERENCES o JTEv T NEWPORT ROAD WATER/SEWER IMPROVEMENT PLAN i/ 1p. use( CIVIL ENGINEER o vsenlslaNE DATE v-e"IrrEc PLAN AND PROFILE 22� 26�� A S S O C I A T E S PH. (909) 686-1070 1 31 To.oetc nn Nw�w4ID ENGINEERING CONSULTANTS FAX (909) 788-1256 �� ClvP. moo., ENC INtt IAL °<tE STA. 138+00.00 TO STA. 150+00.00 9 LF is r a,ryL APPROVALS wrR. o«R.,a+s FOR EASTERN MJN'ICIPAL NATER DISTRICT wo o3atiE �ECSIGTIv+NO. ° 33- 66 z _ 1 -'. OVER,STREET - - ` � 41 1480 - + _ - y w 1480 O Z! C7 O o¢ \ } f0 n e oo tit if') W W d yu * W 1470 -------__ N� d� FINISHED GRADE rn 1470 W pyy y OVER STREET ( W W ,b/oe E- s=-o Don 1460 ola m a — S o.oos------- _- 1460 " o C.G. 18"' WATER PIP �'-- mm �� PVC C-905 CL-235 a U U QQ¢ 1i o�4LL4 4y0A <cd xx 5 G irlU aLL¢¢¢ ,NO DO am"m PROFILE SCALES hm�ry; HORIZ. I-=40 ' 3 a :"y) VERT. 1"=4 ' NOTE: 150 151 152 153 154 155 156 157 158 159 160 161 162 CONTRACTOR SHALL VERIFY EXACT LOCATION ANC ELEVATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION O �R/NPROP Rs 18- PCP o — SD`✓5 18' PVC, C-905, CL-235 ' Z 8' S. CIL OF NEWPORT ROAD aY DTnE St4- 15<�g0 I Ma 1B.JA"18ss21o9�E"PORT RD 1 STEET LOCATOR WIRE & D.B. CABLE �' - Iq ____._-_ I-1B' FXM2 FxF tEEJ T aiH I N F� ~ RSGV pgg� �� _=-]B' FXM 04PT(51 {1� -]. - _-'J I R/w`,W F BiGUTT � ��El1 --�{_ \ IER - iRW i FU. F/NR/N - � - - - ASCU ' RB GL �a to );;ss >E Re S5 ----- --- 559'4 _ 2 ltV PROP 'Ou sY 16 RCP _ - t OF NEWPORT ROAD '.URB MEDIAN. - - c . OVERS _ 56 157 _- �- CURB/GUTTER r ��'� A/N - CURB,GUTiEP 8 :i CURB/GUJJEF --_- —. j I N - EMP 8 0. (EMWD B-566) I (� STA. 155-08 15 CIL NEWPORT RD_ C-ON.'-�TRI'ITION NOTES =STA_ 10.00.00 CIL 'A- ST. 18•' PVC C-905 CL-23' FID. R/N� � FU. R/N �5 4 ,o I r , 3 18" DIA. RESILIENT SEAT GATE VALVE 1�jjb6$ I------{----_� C'LK�C�ST<B DATA W 6" BLOW-OFF ASSEMBLY R CH A A 4 STEET EMPORARr 6" aLow-OFF ASSEMBLY 2048.00' 1023.]2' )034.68' 528 63" 28' 66 48" �B 18�� DIA FXH ADAPTER -Lk'- _ _.. O NATER C.G. @ENO SLOPE DISTANCE BEARING - NEWPORT ROAD -� 11 )8`X18"%;Z" FXF D.I. TEE B 12' NTR 1062.d0' 8 .0 0200 20 00' 5 21 9C")B" N 4 n a 1 ,00 PRESSURE 'ZONE (D5 12" PVC C-900 C-150 Issued by Addendum No. 2 Newport Road A8-0705 UNDERGROUND SERVICE ALERTYs ti� DATE :NT IAL N[ci 10N AW vO ! DATE yE0 er. WATER / SEWER / RECLADED WATER APPROVED BY: I;n TE EASTERN MRiNC•PAL WATER DISTRICT + CIVIL. ENGINEERS �y��14t� n EASTERN MUNICIPAL WATER DISTRICT DIU. n RIVEPSILE CCUNT., CALIFORNIA ' CALL: TOLL FREE A L a E R T A. F �cc" W� 7�DATE TRACE X 3788 MCCRAY ST. — � �� G�• ecZx1< cAvcs E4Tzao E.R. 12-3I-os DATE rRAirU WNCtfSTER VALLEY MFRASTRUCTURE CFD , REFERENCES ED ,•eoo WEBS RIVERSIDE CA. 92506 NEWPORT ROAD WATER/SEWER IMPROVEMENT PLAN rcw Wo. aTeee CIVIL ENGINEER o A ZIYISICME DATE b(u ITTED PLAN AND PROFILE 1 Zz7'26�� ASS 0 C I A T E 5 X908) 686-1070 _ • Ira- INITIAL DATE BTA. 150+00.00 TO STA. 161+0000 s•.T 4 L>F 15 knp R..1.wn...ar ou ENGINEERING CIIMS(ILTANTS FAX (909) 769-1256 �$, � APPROVALSclioN PROD ENG o- -- nR.rccwn FOR EASTERN MUNICIPAL WATER DISTRICT ,> a3-mzfi SPECIFICATION NO g ?3- t3( I ._ TRAIN ALLJOINTS 1(EMND8 W-3) 44600 L.F. 1470 . 1470 FINISWED GRADE EXISTING GROUND OVER STREET ( _. - OVER STREET.C �____` 1460 a ---___ c 1480 F m -- ------ —�_ . r0 0050 a W C.G. 18" WATER PIP m F w �— F PVC C-905 CL-235 :Ho pq 1450 1450 b''4l%A4R Xm t• 77t! 3 4 8 3S: 1440 1440 PROFILE SCALE HORIZ. 1"=40' VERT. S"=4' ' NOTE_ 162 183 164 185 186 187 168 169 170 171 172 173 174 CONTRACTOR SHALL VERIFY EXACi LOCATION AND ELEVATION OF ALL EXISTING FACILITIES 18 PVC, C-905, CL-235 PRIOR TO CONSTRUCTION 48' S. CIL OF NEWPORT ROAD W LOCATOR WIRE & D.B. CABLES FUTURE ROAD FU. R/W e H STA. 169+37.99 NEWPORT RO FU. R/N 3 4 B 11 �,7 37' =STA. 9«52.00 FUTURE Ro lf�J--jgE (fes n } 4b7-150-023 {�, J-J_o i STA. 143+33.82 CL NEWPORT RD. I t� -X18' FXF TEE — J �VSING =STA. ]0+00.00 CIJ-18-L FUTURE A0. -�--1 n 1-18- FXH RSGV (W) LAIVSIJY> -� 1-12- FXH RSGV (4/ rF/X � �R/W - - (EI H/W mm _ 1 ]8 FXH ADAPTOR — — ' PROP. f8' ACP PROP. 24" RCP SII — — — — r I r O 8Y 0 HERS BY OTHERS " CURB/[•UTTER c �— URB/GUTTER - O •� y PROP. 18" ACP ��. :Rl m O �� BY OTOTHERS� wl N is. �i + to W m CURB CURB F 00 F 1 ._1— _ STREET (� CURB N69'30'08 E CURB a W 3 !nom MEDIAN 1s�4B le ]s6 NB9'30'OB-E 1s; CURB ;" _-- A fr �__ t �� _"_ — i 4�U1 - 168 169 —1 _ MEDIAN W GJR9/GUTTER CURB j CURB i :T —� ] } ( CURB CURB ..��jj�� W i �F N89'30 08'E 6TATEMP22B O.,00 FUEMWD B-568)x/ _._._. - _ NB9'30 OBE m� u , ^I tVl - � CURO/C•UTTEA j CURB/CUiiEA 15 A14 RIK Ql 457-770-003 FU. R;W-j a +w � Fu. P/W N CONSTRUCTION NOTES �' RMRE ROAD E e r� 78" PVC C-905 CL-235 9 co 7ME C[lR\'E/5'j`[I$ DATA , 3 18' DIA. RESIL,ENT SEAT GATE VALVE C1 a / 12' DIA. RESIUfNT SEAT GATE VALVE •O A R CH A T d � TEMPORARY 6" SLOW—OFF ASSEMBLY �. �' C3 2048' 66.12' 1f00.81' 33.06' 1' S0' S9' (b, 18" DIA. FXH ADAPTER . 5R'PH LI—LE i =Gi NEWPORT �� O WATER C,G. P C:.0 SLOPE DISTANCE BEAaL+G 'O i �� 18"X t8"X12" FXE D.l_ TEE d �' [ 12' wT 1455-39' S•,0.0200 30.00' S 0'29'52" £ i 11) zp 47 P,p 1, o 12" PVC C-900 C-150 �1m 3 z h IEVRIDNB APRMJVEo 6c MATER / SEWER / RECLAIMED WATER APPROVED BY: I[' UNDERGROUND SERVICE ALERT NO DATE INTIAL LESCRIPrJUN AroVD i DATE J EA..TERN MAL WATER DISTRICT A L R E R T A. CIVIL ENGINEERS ��`t4r � rEASTERN MUNICIPAL WATER DISTRICT �'•`'�° RIVERSIDE COUNTY. CALIFORNIA = t e W CALL: TOLL FREE ;�O ~-0';. E� DRUCE A. oAV15 047200 E%P. 12-31-(5 DATE _ t �j JT�� 3788 DE CA. 2 • CHE(>E W NEWPORT ROA VALLEY 7 ER IMPROVEMENT CFD r.C. ,/�/ �1 cT+Ea.Eo NEWPORT ROAD WATEP./.+EWER IMPROVEMENT PLAN a�as. 1.900 RIVF.rISIDE CA. 92506 o REFERENCES CIVIL ENGINEER OF F�p.. : .;�xr DD:TE 5u .ITTED PLAN AND PROFILE Ma. uTeee 227 2600 ASS 0 C I A T E 5 PN. (909) 686-1070 IL 91- STA. 162+00.00 TO STA 1-,4+00.00 16 m �wwAs nn eaE wmA ENCINEERINO CONSULTANTS FAX (909) 788-1256 ON CZVV6 err INIitA_ DATE SHT - APPfiOYALB FOR EASTERN ACd4ICIPAL WATER DISTRICT Wa a3-msa �ECIgGitW No- g33- ria 9 li cA nl ! 1 STRAIN ALL JOINTS 9P.00 F. RES RAIN ALL JOIN7 ' --- j MMD 8-663).. 92.00 L.F. EMMD 8-6631 _ .. _ _ (EIMYO 8-6631. 446.00 L.F. - 0 -. F Q f J•. R . Y �Q m^ �. •.O " ON �n`W 1460 + N mo Y 1460 _ \ �¢ ExI571NG GROUND 1y ow <m s Ia,o + v O h F S:_0.0050 n c ti / B=- Ex+ COF PER ENNO W W W s � S--0.000 —� SPECFICATIOS o F PER EMMD a0 ° 0,0047 S=-0.0009 1450145 W 03 0. p') Paz y m c.+o. W m C.C. me' HATER PIP '`'-].0]00 55-0pG050f COG W �+ oo PVC C-905 CL-293 9- 0.9790 5--0.0091, m o PVC 1C-905T CL-235 Np�' } E om comR' com o m m m o ai +9 m ci m a v C.G. 16' WATER PIP e0 m�N m o'v ao�N o c o w PVC C-905 CL-295 4i.. � .y .a.i ♦ y h cv o , 4� <�^ mom NAS S--1.0143 a oLi n o ov y mV 'mm Om m IO �m f0 Q m om CDF PER EMMD moo do m ti S=-0.0038 1440 10 6 0 SPECIFICATS-+0.0115 - ..�/ 1440 10 10 g 0� � mo m 3 ♦p mm mO1 tDO m4 3 om on o^ 0o hP r 5 m, m: e� 8 iu 1 L7 299.86 L.F. 12' SEWER m� m" I e 10 }0 PROFILE SCALES 10 H0RII 1"=40 ' VERT. 1"=4' NOTE: 174 175 176 177 178 179 180 181 182 183 184 185 186 CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF ALL EXISTING FACILITIES I6•• PVC, C-905, CL-235 PRIOR TO CONSTRUCTION 48' S. C/L OF NEWPORT ROAD16" PVC, C-905, CL-235 W LOCATOR WIRE & D.R. CABLE LEON ROAD 48' N. YL OF NEWPORT ROAD I 401-160-027Ex �dl iR END PLUSAP 12 VCP/PVC SDR-35 COOPLR Ex (TELE PROP i ' SNR 18' S. C/L OF NEWPORT ROAD ' I R/N sra, fee+el.Ge a NEWPORT RD. Ex O R HEA' � II ;� _ 4f r7c30—J�5 --R/N =STA. 10+00.00 t LEON RD ELEC. LINE. } I / �R/M FUTURE R/N X 12 NITR p CURB/GUTTER � CURB/GUTTER _Na9'33-.22.E �_ __I� - __ ._ .. ._. oQ wH u + .._._-_ .... PROP. 24 CCP fry a¢ n �� PROP. 18 BY OTHERS J' % 1d RCB - _ - PROP. IP" RCP + L- / �� BY OTHERS o m ( BY OTHERS -� � � � �� -� BY OTHERS ,UI E. l MEDIAN W CUcb — f STA 163-00,14_ 1 CURB W FdM - - � MH p] (EMMD 58-53 I W M \ 16 E W f UI1 MEDIAN 181 ns 1;a n; MEDIAN r 1Ts SPC'33'f9'N leo _ 1e1 �. fe_ 1 -'- - fe �+ ! 1x5 -_ CURB MEDIAN 1 ef/I PROP 24- RCP R W W W(s] CURBCURS Ex_ FH 6 AV TO BE _ r N89'33'22'£ 299.86- Z. W z BY OTHERS RELOCATE BY SHOD _ _._. _._ Ex 24' IRR. `. - W - _ 1 il -17 � F - I_.- .)_ . __. _ _ 589'33'19"N -_ ! TA. 0.0(EMNDO JI/"� SROOTH7 ' RCP 589'33 19'N _. J_ 1 U I J �TURB/CLiiER , CURB/f,UTTER - — R 1 CURB/GUTTER R/N 9+21.9J. LEON 4 J ( 1 — + -17J-703 r PRO S r7�0-Cn� N N - TOPPLUG/ �1PR R/W ACR,--C.�-SS7 FU'i:)Dr{LS Z H STA. 183-15.95 NEWPORT R9 -1 LEON ROAD 3� 5 n ('ONSTRI""('TION NOTES ,8'x18 x1e` FXF TEE o STA 9-52 00 LEON RD E `A L (1 18' PVC C-905 CL-235 STUB B:�T.a 2-,8' FXH RSGV (N S SI .0 r� �'!� -_ (8� 18" DIA. FXH ADAPTER 1-1e FXH ADAPTOR (E) � Q C)``21 16" PVC C-905 CL-235 O9 2' DIA, AIR VALVE Gr AIR RELEASE O NATER C.G. @ENO SLOPE IO'S iaNLE BEARING .0 � '- G l8" DIA. RESILIENT SEAT GATE VALVE fo 18" DIA. 45' HXH ELBOW 0 I8- WTR 1470.60' S•-0 0200 30.00' 5 0'38 3l' E Q S r �dJ i2" DA. RESIDENT SEAT GATE VALVE O PRECAST RC. 48• I.E.DMANHOLE O SENER INV, @END SLOPE --l-STANCE BEARING d :_L 4 `� p - /C6�) 6" BLOW-OFF ASSEMBLY (1J 12" VCP PVC SDR-35 ROAD ,/y/p, I 12- SNR 1438.78' S•-0.00]0 130.00 � N 0'38 51 v 9CL ` / TEMPORARY 6" BLOW-OFF ASSEMBLY / NEWPORT _ SOA J 12- SNR 1439.93 5--9.0024 100.00 5 02641- N 4.. �;; _ 4i J 1700 PRESSURE `LONE y Z c REVI9gM6 A IED 81, NATER / SEWER / RECLAIMED NATER APPROVED BY: PARE 10 UNDERGROUND SERVICE ALERT sacro . PP VD . 0<TE mac, EASTERN MLSOCPAL WATER DISTRICT A CIVIL ENGINEERS ApiEDflo EASTERN MUNICIPAL WATER DISTRICT FIVERsmE rOUNT,, CALTFOANIA A L B E R T A. � 1RPCE N5 k CALL: TOLL FREE 3788 MCCRAY Si. �� `+„� A_OAvts caTza, aw 1z-31-95 � RAceD WNClfSTER VALLEY NIFRASTRL!CTORE CFD ca 1.800L'1 �B RIVERSIDE CA. 92508 - REFERENCES __ C1Ep NEWPORT ROAD WATER/SEWER i!APRC'EMENT PLAN r fa. uieoa ava ENGINEER of AkDIVISI Hs LATE w'BM1�'E0 PLAN AND PROFILE 227 2600 A S S 0 C I A T E S PH. (909) 868-1070 Iba- OAT= STA. f,A+oo.00 TO STA. fes+oo.os 6 rr 1S X, ,e a�o.e eoE�A,. erimrveexlNc corvsul.TA.v7s FAX (909) 788-125b ?�3, `� APPROVALS "0''. ENG I- .fR.ocER.nws FOR EASTERN MUNICIPAL WATER DISTRICT K, 03-c1>e EPECI`ICATLON NO w1 IL - D ALL ♦1Duas I i 4-_-'. ., I Y_'L '. , ,�. '-._�. __ ___n` `_ __ -•----�.�� ti-- , 'ISTRAFN ALL;JOINTS i T I i --'r- -r t1 -'-140._.__ 1 i q nm i :- y -�- ..t_;__ � __r_�- __._,_._j:-,-.t--r"r-'_ -• __1_-._Y._i-__� I+_: Tj I � -T--'- � i I �"_T '-_-�-r � � __- r_T I , 2. i : :--- � :� : i I I i i � i i i ly i i i � - - __r•--}-T -r -_- -+__'.,.. _ __ _ I _ _ I 1.00 1 7 L - o - 0 O 1480 O _ ♦N n g .. FINISHED GRADE �" \ m STREET t OHO _T 29 0" •• h� - -_ y e 0 1460 6 Wd �W Nt° coo ca WEl CRCCK PER EMNO EXISTING GROIINO C "y - n , SPECIFICATIONS - A-STREEF-t_ rn U -_ S=+0.0047 ___ __ Gcl 1450 s--0.90o s-+c 90oa ma y 5+0.007 B.G. I -rATHRS._ 14s U 9 C.G. I rATBRPR' - .-_. -_.__- _RPCYO.i CL-295 ..-._- ov_-- _ b 0 F 00 e ry m o PVC C-SOS CL-296 o - 1450 o um e 'P; bYl Vb OP ..0 n m , nb O06 Obmi J b < y� ov ma _ "• co 0. ^p bi mib _ _._ ... -. . .-_- -.AA Opp V' nbn 10 5.+0.0038 10 m m'i 5'+0.0038 - 5-+0.0038 - 3 nl N4 m� 1440 6 10 111,: a m4 o p e TSG ]0 vYor 1} <V A, 1440 72.26 LF 12' SWR ^ 298.60 L.F. 12' SEWER 349.23 L.F. 12" SEWER 346.96 L.F. 12- SEWER PROFILE SCALES HORIZ. I"=40 ' NOTE: 188 187 188 189 VERT. I"=4 EXACTCONTRLOCK SHALL VERIFY 190 191 192 193 194 195 196 197 OF AL LOCATION aFn ELEVATION 198 OF ALL O CONSTRUCTION FACILITIES PRIOR ro caNsrRucnoN 12'" VCP/PVC SDR-35 18 PVC, C-905, CL-235 18' S. CIL OF NEWPORT ROAD 16"' PVC, C-905, CL-235 48' S. CIL OF NEWPORT ROAD 48' N. C OF NEJFPORT ROAD W' LOCATOR WIRE & D.B. CABLE] WEST LOOP 46'I-7S0-ph ' 467-180-032 /7 STA. 196+41.89 NEWPORT RD �rn^Or.R 461-180-1030 � NURSERY DIS7'R1n^UTIONS 7 =STA. 10+70.00 WEST La FD' P/"II 461-IBJ-028 al d DC{( 6" TEMP. 8.0. TEMWO B-5681 R/W RIX I n 3 4 8 1f 196+43.4f NEWPORT R"=9+53.34 NEST LOOP O _ CURB/GUTTER T - __ _ R/" I �FU. R/W _ _�R/W I 18'X18"X12' FXF TEE 1-1B' FXM RSGV (N) f-12' FXH RSGV (S) 1-18' FXH ADAPTOR IE) p _ nCURB/GUTTER ^I O STA, 196+41.89 CJRB/GUTTER �� 2 tt 116' HXH 6' HXH 90 VE(W) f2 f3 O N89'33'29'E C A. 196+59.88 t NEWPORT RD O WF a / STA 186+72.26 ` STA 189*]0.86 I STA. f0+00.00 WEST LOOP m co H v MH i2 (EMWO SB-531 15 /CURB NH R3�IEMNII ) 15STA 193+Z0.09of~ MH /4 (EMNO SB-531 16 zSTA 196+67.05 W M89'33"19"E MEDIAN n > f6CURB MH /5 (EMND SB-53)(/I CURB 16' d1191 19? IBB _ F W W 199 � X98 Iij' t P�7I W z' N89-33'.2-E 76.26' a NBB'36'O6"E 298.64 N69'33'29T 349.23' C 1 J £� 18' RCP SO f7 N89'33'29'E 696.20" ( , BY OTHERS I BL iECW+l6Lf r,, ¢ -,� 1J ) L r(>ss]W U j S MHW,. Po_ 3g - (�f 504'46"31'E 58 13 rn V8933 19"E N89'33 29'E { 17 rn 1 x STA 187+65,00 ni o-- CURB/GUTTER CURB/GUTTER 2' Af/AR (EMND B 367) ST4 9+33.40 WEST LOOP I R/A' 1'� _T _ _ 7 E f5 END PLUG/CAP CURB/GUTTE RIM,R/W - _ _ TENP. 8.0. (EMWO 6-5688) / 46/-70p-0L)f X10 STA. 193+00.00 <1�RA-CAST FOUNDrRLS n I 461-'190-04B FU. R/N--{ +? FU. MANHOLE N acRa-c�sr FouNDRLs 2 AV/AA (EMMD B-3671 {� I ACRA-CAST FOUNDFLS I,' f�Fu. swa� L-FU. RIM /p, 7j! CONSTRUCTION NOTES WEST LOOP WK / 'E STUD DATA Q 18" PVC C-905 CL-235 / O2 16" PVC C-905 CL-235 O9 2" DIA. AIR VALVE & ALR RELEASE O WATER C . B END $LDPE DISTANCE SEARING S f2- MIR 145151S-+0.0200 4f" E f0 O3 18" DIA. RESILIENT SEAT GATE VALVE 18" DIA. 15' HXH ELBOW E ' 20,00' � Ot?6" 6Fs:'♦I c_a�_E 1'=4- X 16' WTR1451.51' S-+0.0200 22.00S 0'26"3f' E O 12" DIA. RESILIENT SEAT GATE VALVE 1f 18"X18'X12" FXF D.I. TEE NEWPORT ROAD O 6" BLOW-OFF ASSEX48LY s 12" PVC C_900 C_150 O SEWER INV. P ENp SLOPE DISTANCE BEARING 4, �( 4 dp I /U O TEMPORARY 6" BLOW-OFF ASSEMBLY f6 PRECAST RC. 48" LD, MANHOLE Issued by Addendum NO. 2 1 5"+0.0162 SB.f3" 5 446'31 E 3 O 18" CIA FXH ADAPTER n 12" VCP/PVC SDR-35 Newport Road ASQ785 a UNDERGROUND SERVICE ALERT Rvfefole v D G+. CIVIL ENGINEERS N0 OAre 1NnAL DEs RmTfoN APPVI) / DATE A T WATER / SEWER / RECLADED WATER APPROVED BY: DATE EASTERN MUNICIPAL WATER DISTRICT 1c p � jo OES1UEp CALL: TOLL FREE A � 9 E R T A. B \�t�4Y �' � ` ` � 7lc � EASTERN MUNICIPAL NATER DISTRICT �� RIVERSIDE COUNTY. CALIFORNIA WEBB3788 MCCRA. 25 • -0 BwE A GVIS 10,47 a1 EAP f2 3f-os DATE RAID WNCIESTER VALLEY EFRA$ 1 800 RIVERSIDE CA. 92506TRUCTURE CFD C.C. ■ REFERENCES °fEO`E° NEWPORT ROAD MATER/SEWER IMPROVEMENT PLAN a�rnD 22.2600 ASS 0CI (909) 686-1070 1°• u7et� CIVIL E%IWERa s'.A3olvtstoNs DATE SleN11 TED PLAN AND PROFILE ttaf WW`^'^�dn sNA rNi me ENGINEERING CONSULTANTS FAX (909) 788-12556 �V , tTt^L DAT STA. 186+00.00 TO STA. 198+00.00 �irT_ cr. iW twiN O - Q nW FOR EASTERN MUNICIPAL WATER DISTRICT WO 03-OLM o- CSIGTI(N Iq. °r33 - bL I r-+ i111 I I _— - --�- -4—�1- , +_l_ I._i _ __�__ -� 1 _ ..JJ._�— [ ! `- -moi-.i --_i-__�1 -J _i._i-._ _�_i.al- i.-+..i.'- ...�_.. _ I - I 1 - _ I Ll . J -L— _ 1 . -1440 1460 o S o ALU W 1480 _ _ _ FINIS{�D GRADE -- _ - __ - — _-- t m � �g OYER STREET COW W -'-- - - EXISTING-GROUND W _ _ — _..--- - --_ - — —nvcR *Rcc _ .._. _ - cnm 1450 o ,0,0 COF PER ENNG S., SPECIFICATIONS _ -. _ -___.___ _ 5•+0� 48 -- ---------- - a.ol4s _..-_-. S-0.0050 -- G.G. 18" WATER PIP 1450 'm s=-l.olol s +o.99ao PVC C-905 CL-235 i 1440 + I m JO mEli SO 10 10 1440 PROFILE SCALES NOTE: HC)RIZ. 1"=40' 198 199 Zpp 201 202 VERT. CONTRACTOR SHALL VERIFY 203 204 205 206 207 EXACT LOCATION AND ELEVATION 208 209 210 OF ALL EXISTING FACILITIES PRIOR TO CONSTRICTION 18" PVC, C-905, CL-235 / 48' S. CIL OF NEWPORT ROAD W LOCATOR WIRE & D.B. CABLE EUCALAPTUS ROAD 467->&0-D28 I WINCHESTER j 461-7B0-026 i'1/INCHESTER — _ —— R/Ny FUTURE R/N I STA, 209+72.63 ClL T RO, I J. }: �� I =STA. 10+00 EUCALYPTUS -00 C/L EUCALYPTUS RD OO - - -- — _ —R/W C CU'R9/GUTTER — — — A + m _ � - PROP. 24' RLP I CURB/GUTTER p W m e OY OTHERS C F�+ W t W d CMB 589'33'19"W O eb E VI CURS .y L1]E., W u MEDIAN - CURB W CURB I CMH2 OD)x 20 U I f CURB E� 589'3319'W x I -A. 199+30.00 CURB/GUTTER V � D& B.O.(EMWD 8-35]) - - i — _ CURB/GUTTER 461-100-048 N ACRA-CAST FOUNDRIES c i 461-100-o.47 LANSING 1NDUS7RLLS 461-100-046 CONSTRUCTION NOTES LANSbVG 6,IDUSTRIES W E 18" PVC C-905 CL-235 10 T8" DIA. 45' HXH ELBOW �� 16 PRECAST RIF. 48" I.D. MANHOLE S f] 12" VCP/PVC SDR-35 GRAPHIC SCALE I-=qp' _ 40 20 0 40 eo ;zo 1700 PRESSURE ZONE NEWPORT ROAD Issued by Addendum No. 2 �cvslDLLe UNDERGROUND SERVICE ALERT vE Newport Road A"785e.. CMI. ENGINEERS NO DATE INTIAL DE s alaTtw AM VD i DATE WATER / SEWER / RECLADED NATER APPROVED BY; DATE CALL' TOLL FREE A L e E R 7 A. +a xslu o EASTERN N�JNCPAI. WATER DISTRICT o WEB 9798 M CA. ST. �c a•C � �-• 71 A� EASTERN MUNICIPAL WATER DISTRICT �W RIVERSIDE COUNTY. CALIFORNIA SA' � 1.800 � .N••iRJ1K� � en y �M 4. DAvtS C4]2G0 E}P. f2-31-OS ATE TRACED WINCHESTER VALLEY WRASTRLLCTUIE M C.O. e 227"2500 A 5 S 0 C IA TES PH• (9g) C�'110 O6 q, p REFERENCES °EU`E0 NEWPORT ROAD NATER/SEVER IMPROVEMENT PLAN Cam. ENGINEERING CONSU 1ra1 CIVIL ENGINEER 6 SI JvjsI0 DATE 5 ITTED "S n'ns uN�wN LTANTS FAX (JD9) 788-1256 PLAN AND PROFILE �4'Q aN.t1� A �VALS Pgo,l. EW ll+iTiA1 DATE STA. 198+00.00 TO STA. 210+00.00 sHi. OF FOR EASTERN MUNICIPAL NATER DISTRICT lu o3-01zs o- C IGT NO. 1 g 33-l3/3 A - T .�. .�- : � 1 '_. y ! +--I -. ----?-� ��.:-- i- —_ _ NAL` 'NTS - 1 1 - - -_. - - 8 3 d.i2 w 0 1470 E+pt FINISHED GRADE W //—OVER—STREETi•[ - cQ 1480 y // EXISTING GROUNO cia E- PQ OVER STREET [ —--_— re --------- ------ 1460 m EA — _ a .. S=*0.0048 y9' . ♦W H C.C. i I/ATBR PVC C-905 CL-255 _ w o v;6 o 1450 ' z ¢¢Q - �. mxxxx mX`YYN 1450 N• pOpry N0�^• , F0� ,L9 3 4 B 11 PROFILE Sr;,LCS HE:RIZ. 1"=40 ' 210 211 212 213 214 VERT. i"=4' CONTRACTOR SHALL VERIFY 215 216 217 218 219 220 EXACT LOCATION ANO ELEVATION ,Z2i 222 OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION 18" PVC, C-905, CL-235 EUCALAPTUS ROAD 48' S. CIL OF NEWPORT ROAD f 461-180-046W LOCATOR WIRE & D.B. CABLE EAST LOOP I � -- YDUSSEF' .,I 45'1--180-03-^. 461-l8!7-035 7 R/N ° WINCH=STER ai Wblj rlES7F'r? ST4. 221.59.69 [ NEMPOgT RD. =STA. 10.00.00 [ PAST LOOP O _ _ CURB/GUTTER FUTURE R/k O { CURB/GUTTER O E+tV ^ "I 221.28.88 NEWPORT RD=S.50.00 EAST LOOP O W CURB ^ > 18'x18'X12' FXF TEE 1-18" FXH RSGV (k) f• Ed's STREET [ 1-12' Fx.H RSGV (S) ]-f 8' F.CH ADAPTOR fFl \ SV Tn DD 211 212 MEDIAN CURB ^t �,+ \ ccQ �cuae E- CURB CURB 2(a S89,33'1. `--- 2--�'-- --•-----e .' d W W I I 2 8 219 CURB 92 CUAB T` "( 2292 i �� DI 'I PRONS'EO STORM DRAM TO � INSTALLED W WITH NEWPORT ROAD DPROVEAENTS AID i z W MAINTAINED BY R.CF.CD. y54 E+ S89'33'19"W 9 STA. 9.30.06 EAST LOOP r.I(q TEMP. E.O. (EMWD 8-568) ' CUAB,GUTTCA - ^! � F aaa _ _ _ - R/W — _ _ CURB/GUTTER F FUTURE R/k N LANS6v6 INDUS7RIES a ; 4b7-7FJ0 044 USING b\Lr _)LISTRjES I F /\ CONSTRUCTION NOTES i W �jE EAST LOOP f 18" PVC C-905 CL-235 03 78" DIA. RESILIENT SEAT GATE VALVE O S STU 72" DIA. RESILIENT SEAT GATE VALVE B DATA m GRAPHIC SCALE 1'-40O7 TEMPORARY 6" BLOW-OFF ASSEMBLY NEWPORT ROAD O 18 DIA FXH ADAPTER O WATER C.G. KENO SLOPE DISTANCE' SEARI— � 40 20 0 4e Bo ze 1700 PRESSURE ZONE n 18"X78'X12" FXF D.I. TEE �(��,r WTR: 14s9.a' �s-.0.0200 20.00' S 0'29'52' E g 5 12' PVC r-Roo C-150 Issued by Addendum No.2 UNDER6ROUN0 SERVICE ALERT eY: Newport Road AS-0785 = CIVIL ENGINEERS "' DATE TNTIAL CESCRIPTION ARP VD / 047E fir WATER / SEWER / RECLAIDED WATER APPROVED BY: °aiE EASTERN NLNCPAL WATER DISTRICT A L B E R T A. cesl�i;ED ;D g CALL: TOLL FREE q'k EASTERN MUNICIPAL RATER DISTRICT RIVERSIDE COUNTY. CALIFORNIA 3788 MCCRAY ST. ��cc A a` �( jp f} 7�/G DRAWN 1.80(') RZVERSI� CA. 92506 * • 'r slaxF<. DAv1S c<72 EXP. 12-31-os DA E TRACED WtYCtESTER VALLEY .0 WRASTRUCTURE CFD u. ^ 227.2600 ASS 0 C I A TES • O 686-1070 W5. uTt[e REFERENCES °£CiED NEWPORT ROAD WATER/SEWER IMPROVEMENT FLAN cnDRD. m nWaW nn•eoe Wu m 1Hi- CTVIL ENGINEER OF S IVI51Qv5 DATE S ITTED ENGINEERING coxsu(.rANrs FAX ( ) 788-1256 PLAN AND PROFILE ��XF CCVl� Ew NITIAL DATE STA. 210+00.00 TO STA. 222+00.00 SHT. DE 4pw APPROVALS D- WTR' RA' FOR EASTERN MUNICIPAL MATER DISTRICT WD 03-02ze WC1Flurta ND. g33- �� F 1 I 1--� �- _ .-- --•- �- —- :,.-- i-"--�"I -•-__•._7�FIEST N A T B-663) I— ------ ----- T - -_ -..1I 1 _ - .1470 -- - -- 1470- - FINISHED GRADE - O .OVER STREET C. O 002 CQ O O I O E N _.. + _ rAw d EXISTING GROUND N E __ OVER STREET ( - E w 1460 rn — — g.+0.OM7i��. — _... _ _..- x w — --- --------- - --__- m- 1460 ------------------- w --O 0048 Ion w C.G. 18"_WATER_PIP N� PVC C-905 CL-235 00 1450 9 - _ 1450- PROFILE SCALES HORIZ. 1'•=40' VERT. i"=4' NOTE: 222 223 224 225 226 227 228 229 230 231 232 233 234 CONTRACTOR 94ALL VERIFY EXACT LOCATION AND ELEVATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION 18" PVC, C-905, CL-235 48' S. CIL OF NEWPORT ROAD W LOCATOR WIRE & D.B. CABLE I I I 46J-188-040 467-i80-P42 467-180-044 n` I SNINCI-(ESTER a l WJIVCJJESTER a j YYINCHESTER _ 1 O — — O NRB/GUTTER CCURB/GUTTER + @ CQ m O +ti E-1 C%? N 09STREET ( rn CURB —T�f23 1 VIM fn229 224 225 226 Z> I 22A 2496 E CURB m r4 Z n �w v ' �w E -- —, S89 19"K f U ' CURB/GUTTER E- RIK FUTURE R/W — _ PROPOSED R/W� 4S1-1D0-044 a � sra. zn.00.00 � 4b'y-1D0-J43 N LANS, o ffvDUSTfvES ; 2' AV/AR rERWn YSIN6 INDUSTRIES a 1 LANSNGI� �� IDJSTRIES ! W E �. CONSTRUCTION NOTES �1 18" PVC C-905 CL-235 CJ` O9 2 DW. AIR VALVE & AIR RELEASE GRAPHIC SCALE 1'=40' NEWPORT ROAD 40 20 0 40 80 120 1700 PRESSURE ZONE Issued by Addendum No.2 3 Newport Road AS4785 2 UNDERGROUND SERVICE ALERT 0 DATE IWTIA OEY IPTIDW APPVD / DATE WATER / SEWER / REa ADED WATER APPROVED BY: DATE EASTERN MRNrCPAL WATER DISTRICT 10 A L 8 E R T A. CIVIL ENGINEERS e +0yr �j,� ) EASTERN MUNICIPAL NATER DISTRICT aeslo-(o RIVERSIDE COUNTY. CALIFORNIA s'A' ((♦ AW 1, F 7�G °°°"" W.D. CALL TOLL FREE R 378@ MCCRAY ST. �i� a`�w �A UAVIS Q472%I EA?12-31-os °A a TRADED WNCFEESTER VAI.M fFRASTRUCTUAE CPD c.o. 1'BUO WEBS RIVERSIDE CA. 92506 g aeaE° NEWPORT ROAD WATER SEWER IMPROVEMENT PLAN coaao. >e _ ■ �, u REFERENCES CmE MINEER Or s IVISIu °ATE +ttrE° PLAN AND PROFILE Y 227'2600 A 5 S 0 C I A 7 E $ (�I 686-1070 1rx I I FAX (909) 788-1256 M AL DATE STA. 222+00.00 TO STA. 234+00.00 m n.v.rw wm eNClNesmNc corsvcrAWrs ? �' Fi1Q1. END OVu'$WIR r FOR EASTER4 WLNICIPAL WATER DISTRICT W¢ 13-101a 51 o-IF=pT AIN L A L NTS '. {__ I : I i I fi-{- •• I � : + "-�-' _'_ __ - - _..�-- 1_. _ I i 1 I ; I I � - t- _J-_ j _ I I- I + -`i-!- i -L i I - l ' �- �- _ _._.._ .__, __. -�- .__T-' :.._ _ _.� _ _ : -EXISYING IF�D t ;.._.-i_ ... _ i OVER STREET f N n ' FINISHED (97ADE -`i' J--�- -�_ ___-_._i..;-_ _ , i -- - O _ 1460 _— _ o •f _---—_— — _-- 1460 F COF PER EMND v A, __ .. - S +0.0045 .�'�- p9 +H SPECIFICATIONS A, - COF PER ELAND W E.4 Sf- 0048 0 SPECIFICATIONS A U2 --f.0111 o°m 0 3 - : C.G. I WATER PIP - 5,+0. PVC C-905 CL-235 _ W _.VI cpm S-+1-0000 WW o ui o a 1450 1450 N Oa N� �xng AA 5+0.0091 V1n00 - Uxxxn - or: ri kro' ion +� ♦ ' ami : - n-... 1440 3 1 0 4 10 B _ 1440 t, PROFILE SCALES HORIZ. 1"=40' NOTE: 234 235 236 237 238 239 240 241 242 243 244 VERT. i"=4' CONTRACTOR SHALL VERIFY 245 246 EXACT LOCATION AND ELEVATION OF ALL EXISTING FACILITIES PRIOR TO COPISTRUCTION 18" PVC, C-905, CL-235 BEELER ROAD 48' S. CIL OF NEWPORT ROAD W LOCATOR WIRE & D.B. CABLE 234+81.65 NEWPORTAL-9+52.26 BEELER RD 16 STA 2-15*11.79 I 18"X18'X12' FXF TEE 1-18" FXH ASG✓ (N) 3 4 8 t1 4bil-100-'000 I ° MH I6 (ELAND SB 3) 1-12" FXH RSGV (S) 1-18' FXH ADAPTOR (E) L.AN$INJ INDU$T'R/ES 451-200-'0D LANSING INDUSTRIES CURB/GUTTER O LUR9/GUTTER Q PROP. Bd" RCP STA. 235+02.65 C NEWPORT RD. O + ^ BY OTHERS -STA. 10+00.00 C BEELER RD O' rl N7 PROP. 18" RCP - ° of +N BY OTHERS m W E CURB -STREET f --CURB ^ �[+ rn 4 —�.�_ 10 MEDIAN _ 589 _3 191w ' d W ✓J za> zee�— z a zio z41 zEz z; F * W CURB 245 Paz e - v STA. 234+92.00 6" CURB 2 VI o v B.O. (ENNO B-357) 6 -- _ W r-tCi + STA 235+09.71 ) il EFSTA. co. Af (ELAND $H-521 19 7 ^ w7, �PQ 6 f5 LUAB/GUTTER H— — R/M9+32.26(ENP. e.o. ! j, r FU. P/W 461-210-001 !ELAND 8-5681 Fy. A/W In I $7,ARLRE.$r 1111!; I 4fJ1��1�-•QQ-1 N _L__l STA'?cREST INC. BEELER ROAD CONSTRUCTION NOTES z° W W /\ E STUB DATA O 18" PVC C-905 CL-235 = .: O3 18" DIA. RESILIENT SEAT GATE VALVE C `r \O� O WATER C.G. ! ENO SLOPE DISTANCE BEARING O6 6" BLOW-OFF ASSEMBLY .p G 12" wiR 1455,f0' S-+0.0200 20.00' S 0'26'31" E O7 TEMPORARY 6" BLOW-OFF ASSEMBLY S GRAPHIC SCALE 1 -40O SEWER Inv. O END SLOPE DISTANCE BEARING OB 18" DIA. FXH ADAPTER - ' NEWPORT ROAD P B" SMR S-+0.0040 143.86 SO'26'09" w f0 18• DIA. 45' HXH ELBOW 4C d0 20 0 40 eo 120 1700 PRESSURE ZONE NHMS B SWR 1451.42 1fBNisN72 FXF D.I. TEE S 3 Co e" SWR u5f.%' 15 12- PVC C-900 C-150 = UNDERGROUND SERVICE ALERT No. DATE 1NTIAL OEscRmrfaN AFP YD /DArE Y NATER / SEWER / RE0.AIPfD NA1EP APPROVED By: OdiE 1° CIVIL ENGINEERS �°""4 //'/', EASTERN MUNICIPAL WATER DISTRICT 0ES1 0 EASTMRIVRSI�pE WACOUN7LYM RACKED DISTWT 1NIA 0 CALL TOLL FREE A L 8 E R T A. 3788 HOORAY ST. i��Aa DRAWN ! . MV15 C4720o Em z-31-G5 �lo( - 4 ED YVNC:FESTER VALLEY lFRASTRIJCT11iE CFD C.o. & 1.800 WEBS RIVERSIDE CA. 92506 REFERENCES aE w NEWPORT ROAD RATER/SEWER IMPROVEMENT PLAN coxo. m 227.2600 ASS 0 C 1 A T E S �• (9091 '786'1070 1p',�,1 CIVIL ENGINEER of %A)DIVISI0 DAZE SUBMITTED PLAN AND PROFILE to mwuw wvW,wm eNciNeeliiNc coTlsuatANts FAX (90J) 768-1256 ?� C1Mp. Inti 'u. 0A STA. 234+00.00 TO STA. 246+00.00 -- aM a APPRO�AL4 PFOJ, FOR EASTERN MUNICIPAL WATER DISTRICT Wu 03-ofza o- urla N3. g 33- 3131 A 'IT - - - - - - - T : I STRAIN AL' INTO � I J _ r Y , — • NN N¢ eQy 1470 FINISHED GRADE ub g O •F ... . b U ¢ _ ._. -._ _.-OVER-STREET--( .1 b� _. - yU - 0 1470 --------------------- __ 4M SPECIFLIF R EMWONS 1p 0� E- W ---J COF PEfl.ENZO _ :-._. _. SPECIFICATIONS —— —^ —� O6 Vj V S.W0.0045 S'-0.0 - •-- S -0,0025 _.—_------.----_—_---- F °s W PQ 1460 —�. S-s0.0010 S 167 B.W0.0f 13_ W .. 0.0138 5x0.0 ! A57.60 PVC C-905 CL-295 62'e- ' f 1480 m o 0 b o 0 0 o0 �N p Os¢ (p b Ob U a b•" o vi n� bi m of ¢bm mti 1450 NA NDN b Ut :e _U U O N 6 d 1450 e N 9 3 ld f0 10 d B 1f PROFILE SCALES HORIZ. 1"=40 ' NOTE: 246 247 248 249 VERT. i"=4' CONTRACTOR SHALL VERIFY 250 251 252 253 254 255 256 EXACT LOCATION AND ELEVATION 257 258 OF ALL EXISTING FACILITIES PRIOR T0. CONSTRUCTION _461-200-c'15'V46 �D0 D Y l 1CH SYER C R,N�� GY°vSr�iFs ADAMS STREETla" Pvc, c-soy, CL-235 — — / � I 48' S. CIL OF NEWPORT ROAD C W LOCATOR WIRE & D.B. CABLE 0 H/W _ _ -- o I I / � CURB/GUTTER G r 461-200-016 co WbVC14ESTER il 1 �s7 !lll/� CURB/r,UrTEP _ 0RLP Byy0THE S CURB WC/1 Wr 1 B 1r 3 4. 21e -1— cuae `° ;�N _ .58 PROP. 18" RW CP D74. EEXF 0.TORT RO -�:5 By OTHERS pCURS/GUrT 1`Ny ER 404Pr/3/ ry � 9 a t0 252 W AV R 0.00 J STA. C4 ATOS '43 40 1 _.�-��— 25690. �fST dyC NO B.S6Bl ' p m 6 6TA B.0. (EMWO 8-357) Yy)T��SY%� CURB/GUTrEN 0 / 9 STA. 251a00.00 b IV 2' AV/AR (ENNO B-367) CONSTRUCTION NOTES N 487-210-007 'D Of 18•' PVC C-905 CL-235 = N r7rJlVZ41LE$ C 18" DA. RESILIENT SEAT SATE VALVE E t- c 1DAMS STREET CURVE/STUB DATA O6 6" BLOW-OFF ASSEMBLY 7 0 Q R CH A T BLOW-OFF ASSEMBLY c(OLD) PATTGivr AVEviE O " OB 18" DIA. FXH ADAPTER 9 A C4 2048.00' 903.16' 910.64' 462.W' 25'2B' 26' S O e GRAPHIC SCALE 3"=4J' WATER C.G. d Erv0 SLOPE DISTANCE BEARING O 2" DIA. AIR VALVE 6 Alft RELEASE a• I` I� n O /� H 12' WTR 1461.08' S•s0.0200 20.00' S 7'02'05' E f0 18" DA. 45' HXH ELBOW & e 40 20 0 40 80 12U I%�D PRESSURE ZONE l \il lj--� RT ROAD O SEMER ZNV. d ENO SLOPE DISTANCE BEARING S1 18Xt8X12" FXF D.I. TEE 9 R B' SWR I45f.50' S••0.0150 151.30' S 7'02'05' E 15 12 PVC C-900 C-150 (� S M = _ UNDERGROUND SERVICE ALERT �A18101M ED Br: fe e" D44 90 XF D.!. ELBOW NO DAiE INRtnI LESCRIPTIGN AW VD / DARE WATER / SEWER / RECLAIMED WATER APPROVED BY: A L B E R T A. CIVIL ENGINEERS / pESlGW0 DATE EASTERN AI�l PAL WATER DISTRICT IG m CALL' TOLL FREE p EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY. CALIFORNIA 6. a 3788 McCRAY ST. kT dcc A a` K oT! vu x • EB 4Y i STER �/�Y WOR RWTM /fin W.O. bw 1.800 RIVERSIDE CA. 52506 .M 'n BSC 4. 'vIs CA720p EP f2-31-OS p iE TR o ��n/�gT�vyAy�r yry C.G REFERENCES NEWPORT ROAD WATER/SERER lMPROVEMEN" PLAN cax�n. 22�•260� ASS 0 C i S T E S AXPH. (909) 566-1070 f"; , clvn ENG1tEER �F :+sprvlslGNs - su n"„-- PLAN AND PROFILE m omd nn w[wmp ENGINEERIN^. CONULTAN*S FAX (909) 78B-j255 INIRI4 PATE STA, 246+00.00 TO STA. 288+00.00 Ai,iA FOR: EASTERN MJNICIDAL WATER DISTRICT Wo 03-pt?6 SpFyg T,p,W. T — g33 -GIj .JOINTS 1 TRAIN!ALL .A77 7S __L�_.—�—i �_'., : _ .— .._.�-i--1 "'-1- ! •z t 1_ r 1480 4 _ - RG FINISWD GRADE_ OVER STREET t - O ._.. .. EXISTING GROUND O �- __--_--- OVER AFSTREET t/Y -- 1470 O - ---- --- - - 0 1470 �� --'/— �� -- E� � ._0.005 C N CC TyE ---- 5-+0.DDSB ttA� 7 �s60 W C.G. 18" WATER PIPE + . W s-+o.of f3 w ` w PVC C-905 CL-235 1627 PZ ry^ EE- '9co C.G. 18" WATER PIPE 1480 o PVC C-905 CL-235 1700 PZ off$ Z� _ y 1460 o >� (�ig 1%l0 NA vm�AOa vbe�0� N i k 3 !- 3 8 ib 5 18 R e 1450 1450 PROFILE SCALE HORIZ. 1"=40' VERT. 1"=4' e NOTE: 258 259 260 261 262 263 264 265 266 267 268 269 270 CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION 18" PVC, C-905, CL-235 OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION 48' S. CIL OF NEWPORT ROAD W LOCATOR WIRE & D.B. CABLE RICE ROAD STA 264+53.56 NEWPORT RD STA. 264+61.56 NEWPORT RO ] 461 200 016 •S�49.43-RICE RD =STA. 13+49.43 ICE 10 481-200-010 TEMP. B.O. (EMWD 8-568) iNINCHESTER TEMP. a.0. _fEMWD B-5687 � � i �•\ ! /R/W rR/M - Y-R/W - - —� -- CURB/GUTTER O O CURB/GUTTER Q p W STA, 252+02.56 1 NEWPORT RG p M N E I ! 1 O O ! STA. 12+79.43 t RICE RD + ti + O.�.t tV m CQ ti CQ CURB CURB t J I CURB F Y�1 ei I STREET z W _ � N64'28 23-E t i` E W 280 261 262 263 264 26 5 2 259 MEDIAN N64"28'23"E ,a 5'AEE7 t STA 264+53.56 NEWPORT RD 8 CURB W ! CURB 3 3 5 B •STA f2+3!.43 RICE RD STA, 264.61, 2fi2+31.43 RICE RD RD 3 8 f9 CURB v m �; W 1B"X 18"X 18" FxF D.Z. TEE 1B" i 90' FAT D.I. ELBOW �V1 2-1B" DIA FAN RSGV IN 6 S) f-18 DIA. FXH RSGV (N) U n I I 1 1-18" OI A. FXH ADAPTOR (W) N64�2B'23"E li T I"1 164-26'23"E f-18 DIA. FAN ADAPTOR (E) X E-41 STA. 12+06.43 RICE' RD ] TEMP. B.D. (EMMD 8-568) 0 : CURB/GUTTER CURB/GUTTER — — } — Iq R/W — — — — A/W I I STA. 269+00.00 �R/W 9 2" AV/AR (EMWD 8-36]1 461-2001-016 461-200-007 N WNbVCHEST ER. I 'NbyLrIESTEI-7 �h RICE ROAD E 1, w � CONSTRI'C'TION NOTES STUB DATA 7 W ,�1441 WR O 18" PVC C-905 CL-235 Q , 0 MATER C.C. @ END SLOPE DISTANCE BEARING 03 78" DIA. RESILIENT SEAT GATE VALVE M 18" WTR 2466.28' S•-0.0010 1fe' x25. 31 37'K 7 � 5. N 18' MIR 1466.28' $•-0.0010 123' N25- 31'3]'W OS .8"X18"X18" FXF D.I. TEE r mO7 TEMPORARY 6" BLOW-OFF ASSEMBLY 0 fB- MTR 1466.43' S-+0.0010 25' N25' 31'3]-w -0 GRAPHIC SCCLE 1'=4u- 18" DIA FXH ADAPTER IL NEWPORT ROAD O9 2" DLA. AIR VALVE & AIR RELEASE '627 PRESSURE LONE p au 20 D 4o Bo 1700 PRESSURE ZONE �1 = _ "' I8 18" DIA. 90' FXF D.I. ELBOW r 3 � APPRov By. WATER / SEWER / AE0.AU1E0 RATER APPROVED BY: DATE EASTERN iYlUIiCPAL WATER DISTRICT In. _ UNDERGROUND SERVICE ALERT CIVIL ENGINEERS NU DATE INTIAL eYalPlte AM VO / DATE E`-1 E0A RIVERSIDE COUNT, CALIFORNIA�Ai?FDRNIA eTOyE EASTERN MUNICIPAL RATER DISTRICT DRAWN W o. A L B E R T A. ��c¢A/yA l 1�- 7�k/� TRACED WNCIF.STER VALLEY DFRASTRUCTURE CFD co. CALL: TOLL FREE 3708 MCCRAY ST. « • { DAVIS CA]20J E.P 12-31-.n DATE ��/��/]��'�DD aEaED NEWPORT ROAD WATER/SEWER IMPROVE"!ENT PLAN . 1'900 ♦ W 10100 RIVERSIDE CA. 92506 REFERENCES yyM;TTED PLAN AND PROFILE W. CAM 0 CIVIL ENGINEER OF S6DIVISIUS DATE SHT. OF. PH. (909) 666-1070 T . 1F 1 INITIAL GATE STA. 258+00.00 TO STA. 270400.00 227.260 A S S O C I A T E S A cm. PRa. ENG o- g np.Rwo9 n«oue w vM ENGINEERING CONSULTANTS FAX (909) 766-12016a, APPRCVAI.S nR T us FOR EASTERN MINICIPAL WATER DISTRICT WD 03-012e BPECgiG Ibt :o. 7 X33-bfj "— - '-- L -- T 77T , ! 1 + ! ! � - ! I i--L_'_' +'_!'—r —? + !� i rt-I t-i- •-r------ I II I f , , SHE �TbE ST + 'T i pR _ -`� EXISTING GROUND 1470 0 . __ — --- ----- am-STJW t- -- � -- - -- - - p--1470 - -- - - -- + -- - -- + ti0 „�-__- .. . -,� . . COF PER EMWO co SPE rONS .. & CIFICAT�CIFICATION3 NE dss77 W w 5--0 OOSa . . �W � C.G. IR" WATERPIP . � PVC C-905 CL-235 c. 0 0 m. __. - . 2� CV-I_ . 1480 - ----------- 1480 .+0.8800 - u +a bU O � o bb NU O % - 10 c o n Ni 9 n �b f0 + 1450 <b'n 1450 10 g PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' NOTE: 270 271 272 273 274 275 276 277 278 279 280 281 282 CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION - OF ALL EXISTING FACILITIES 18" PVC- C-905, CL-235 PRIOR To cDNBTRucTlau - 48' S. CIL OF NEWPORT ROAD W LOCATOR WIRE & D.B. CABLE 467-200-010 GARRET 48i-200�010 GARRET r R/N CURB P/N -� - CUR8/GUTTER ,\�\ PROT I CUgg ' BY OTHERS + STREET C � O+ ° :.� CURB +---�-- — 277 x;e 279 — cuq + I` 27a �� 8/GUrrER co.Oy [-4 N '"_. N64'2B'23'E xos �\ --____ MEDIANV3xT4 [URB STA. 277x67.00 6 i I QTF W(�d 2]3 V�' 6' 8.0. (EMNO 8, 278 281 �w i�{ STA. 14R (E.00 ��29 CURa AA/,A 2" AV/4R (EMWO B-357) R ol e� I� CURB V64'26 n Cf I 1 � � i N64-28 23"E m 1 w CUR8/GUTTER - - _ m - I V F — — ZR/W 467-200-0117 _- GARRET W N �R/W 467-200-007 0 0 N N/1NCHESTER o = � n 6I� C7�URVE DATA CONSTRUCTION NOTES Q \ \ \l R CH A T Q O 18 PVC C-905 CL-235 aa9DD O6 6" BLOW-OFF ASSEMBLY 1952.00' 453.98' 455.01' 228.54' f3' 21' 20' W 2" DIA. AIR VALVE & AIR RELEASE O 0 S f0 18" DIA. 45' HXH 0.1. ELBOW d 'C eRARHIC SCALE 1 4,0NEWPORT ROA 40 20 0 40 so 120 1627 PRESSURE ZONE FEVMKM 3 NJ DnTE 1NTIal RIDTION AWvD / DATE ^�dTV{{,Eqq,,O,,.�B-�r..� (� WATER / SEWER / RECLAIMED WATER APPROVED BY: D4 EASTERN WMCFAL WATER DISTRICT ID. TE UNDERGROUND SERVICE ALERT N'd/L(// �" L) - ces[a D RIVERSIDE COUNTY. CALIFORNIA CIVIL ENGINEERS EASTERN MUNICIPAL HATER DISTRICT A L B E R T A. EEA p 7 L ef� CALL: TOLL FREE `�/��/]�M'�, 3788 MCCRAY ST. ��`a ~`ter T. A. DAVIS c47zoo 6XP. 1z-B1-o6 re 1�PnceD WNCFESTER VALLEY lFRASTRUCTLitE CFD co ♦ • LBB RIVERSIDE CA. 92506 [I �Dw NEWPORT ROAD WATER/SEWER IMPROVEMENT PLAN cooRn. \ 1'8 0 r REFERENCES y ITTED w. u7ew clva ENGINEER of slsDlv[slays DATE PLAN AND PROFILE 227-2600 A 5 S 0 C I A T E S (909) E86-1070 feat 1NInu onre STA. 270+00.00 TO STA. 282+00.00 snr 16 no Sao un ev[wou ENGINEERING CONSULTANTB FAX (909) 788-1266 +3. A �VAL$ wz,. enE D- o, WLR. T FOR: EASTERN MLNICIPAL WATER DISTRICT wo o3-a1�e ffIGi70W u g33 -�r� 17 _y�._-_ �.�.-._� .i- I.�_—1-I 4 _'.. 1I _� _I.-'-.,7I. riI . jI�•�x�,1' o�' _�.*IL_-_ -f-+I:-+i_--�.'_:__.{_.. __`__I -III --.-i -TDD- --=♦rt�---•--rI 11I--r-�-t'^I- - � I_ NI ' t - — - - �I M8-66 223.00 L. • -E __ --: -�, - y 1480 I!� 21 -f. -J- .._ � f mw 1470 o x .d 02 m - FINrsHw GRADE 1470 0+ ' N - .EXISTING 6ROIINO, OVER STREET ( H _ OVER STREET I (.(.(.��••• ___..--_--_--_.___ A. ~ F N ";. •—�; S•'a.005'----'�� _. v m CDF PER ATI0 . > SPECIFICATIONS ... .. _ ,. �9S ��—. _. - - : S-40'0009 .. -- , 5.+0.0037I•` ..��• _. �1480 - — - - - . .� s._,.0167 - -_- - --- — -- - 1480 I S-0.0083 .10.9600 I C.G. 18 WATER PIP m mb m m PVC C-905 CL-235 - q2 m 1450 ,o oy Jo 1450 L - I PROFILE SCALES ] HORIZ. 1"=40 ' VERT. 1"=4' Iw. NOTE: 282 283 284 285 286 287 288 269 290 291 292 293+08.95 CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION y_ OF ALL EXISTING FACILITIES y PRIOR TO CONSTRUCTION 18" PVC, C-905, CL-235 48' S. CIL OF NEWPORT ROAD 'F. IVLOCATOR WIRE & D.B. CABLE WINCHESTER ROAD/SR79 GARRET D�/ F"J' STA. 291+00.99 (NEWPORT PC. =STA. 100-03.98 ( MINCHESTEA RD STA. 291+08.95 ( NEWPORT R0. R/W� r- R/W EX. ELE_ _STA, 100+00.00 ItWINCHESTER RD CURB/GUTTER CURB (� STA. 292+00.00 DOMINIOONI PKWY. 3 o I 1-18' HXH R.S.G.V. M/TEMP. 8.0. + PER EMNO B-S6B CURB MEDIAN �a CURB/GUTTER _ — _ DOMINIGONI PKWY d4 N 4 co �� STREET 285 288 u 280 [URB 288 N89'49 59 `* 290 — -- ._ 02 - —"! MEDIAN 284 PROP. 18" RCP `92 283 " 285 BY OTHERS 7 STA. 285+65..50 1 •+ 2 6' 8.0. (EMWO B-3671 N89.49'59-E 17 Wx ry� V� VW CURB/GUTTER - 0 , m N i N m R/W 481-200 OTD R/W \ 0 R/W CARR-rT \ Z i 3 co W / @ CONSTRUCTION NOTES WINCHESTER ROAD SR79 E ,N e a O 18" PVC C-905 CL-235 m \/ O 18" DIA. RESILIENT SEAT GATE VALVE CURVE DATA 6 0 fJ` O 6" BLOW-OFF ASSEMBLY O R CH A i p N a Y GRAPHIC SCALE 1"=40 O TEMPORARY 6" BLOW-OFF ASSEMBLY40898205.24 C6 1952.00' 408.23' . ' ' 12' 00' 16' m O. O Y DIA. A!R VALVE & AIR RELEASE NEWPORT ROAD 40 20 0 40 Bo 120 1627 PRESSURE ZONE Z ]0 98" DIA. 45' MXH D.I. ELBOW 3 lEYMIOIES NCROVED By. WATER / SEWER / RECLAIMED WATER APPROVED BY: UNDERGROUND SERVICE ALERT ND DATE NT1:L DEs RIPna Ax'VD Y GATE � (;�� DATE EASTERN IlSlla(.Q' AL WATER DISTRICT $A CIVIL ENGINEERS �"`1y I EASTERN MUNICIPAL NATER iASTRICT 0 S1 0 RIVERSIDE COUNTY. CALIFORNIA @ CALL TOLL FREE ALBERT A. �((A•4 I �� Ilio CR WN W o t 3788 MCCRAY ST. ♦ .. A. DAVIS C<T200 EXP. 12-31-05 DATE TRACED WINCHESTER VALLEY NFRASTRUCTURE CFD To- RIVERSIDE , 1 800 �T�i BL CA. 92506 `� REFERENCES OECYE° NEWPORT ROAD WATER/SEWER IMPROVEMENT PLAN cooPo 40. una4 CIVIL ENGINEER IF s IVISIa4s DATE s ITTED PLAN AND PROFILE 4 227.2600 A s S 0 C I A T E S (W9) 686-1070 ,H, INITIM DATE 9T STA. 282+00.00 TO STA. 294+00.00 E if co -uETAWrs FAX (909) 788-1256 '�.r3, �JOVA� maI. ENG o- u m vm T FOR EASTERN Ml1NICIPAL WATER DISTRICT SPECff O4 Due x}33 -1�3