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933bb_wt (1) k 2 a o- EASTERN M11IP LWATER DISTRICT WINCHESTER VALLEY INFRASTRUCTURE CFD NO. NEWPORT ROAD WATER/SEWER IMPROVEMENT PLAN EMWD WATER NOTES 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS. TO HI6HWAY 74 EMWD SEWER NOTES 2 PRIOR TO CONSTRUCTION OF PIPELINE. CONTRACTOR SHALL EXPOSE EXISTING WATER 6 CITY OF HEMET SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION. 3. AIR iE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. 8-367 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL EE IN ACCORDANCE WITH OR 'IR EMWO'S STANDARDS AND SPECIFICATIONS. - N 42. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDU17 INVERT; , . W TEM PROFILE ELEVATIONS TIONS ARE TO CENTERLINE (CENTERGRAOE) OF PIPE. I GRAND AVE 3. CONTRACTOR TO INSTALL VCP OR PVC PIPE, EXCEPT WHERE SPECIFICALLY 1 5. .00ATOR WIRE OVER CATER MAIN PER STD. DWG. B-656. 215 j 9Th WWE 9TH VVE DESIGNATED ON PLANS, PER EMWD STANDARDS AND SPE.IFICATIONE. 6. - /DRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH THE STD. DWG. OF g) 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WTD+ STANDARD DRAWINGS COLOR COOED GREEN. ¢I SIMPGON RD w SB-53. SB-56 AND 56-61, SEWER MAINS MAY BE LAai THROUGH THE MANHOLES o: AND USED AS A FORM FOR THE INVERT. 7. ILOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-357 OR B-351. 5. PRIOR TO THE CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND 8. TEMPORARY BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH SID. DWG. I i " w < « a Y w w 'VERIFY ITS EXISTING ELEVA ra ON AND LOCATION 8-568 OR B-561. i -'! OLIVE o ¢ AVE F 2 WEEKS PRIOR TO INSTALLATION OF NEW PIPELINE. WHERE CONNECTING .,. e - 9. ALL P.V.C. PIPE THROUGH 12 INCA SHALL BE TYPE 6-500. CLASS 150. EXCEPT WHERE Ta u .TO EXISTING MANHOLES AND INLET STUB OF PROPER ETZE EXZS_TUNO B EXCEPT NOTED OTHERWISE. ALL PVALTERATIONS SHALL BE MADE TO EXISTING MANHOLE EASE OR S- C PIPE 16" AND ABOVE SHALL BE TYPE C-905, CLASS 235. AS SPECIFICALLY AUTHORIZED BY EMWD. �. SHALL CONFORM TO DWWA SPECIFICATIONS. PROJECT SPIE 0 IGONI PKWY NENP[PT aB'I 6. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH 't+A' ITS DROWN SPALL 1O, FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, PATTON AVE PATTON AVE BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, A' THEIR PF(JJECTIONS ' BOLTED MECHANICAL JOINTS. OR PUSH-ON JOINTS. AND SHALL BE CEMENT MORTAR LINED 15 1 NEWPORT RD. ur TO THE MANHOLE CENTERLINE. T' AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS. I (PATTON AVE) ! '¢ 7. RECONSTRUCTION OF EXISTING MANHOLES SHALL BE S(HEOULEO AT THE 11. ALL DUCTILE OR GP4Y IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF I o CONVENIENCE OF EMWD, AND SHALL BE COMPLETED WIr:+IN FIVE WORKING 1 INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS. ! DAYS FOLLOWING ITS COMMENCEMENT. 1 12. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED 8. THE CONTRACTOR IS ADVISED THE WORK IN THTS PRC.=F* MAY -'NVCLVE LIMITS AND ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD WORk INS IN E a A CONFINED AIR SPACE. CONTRACTOR $h�ABE FF EPON5I BLE -r 570. DWG. 8-663. FOR "CONFINED AIR SPACE- ARTICLE 108, TITLE 3 CALIFORNLI 13. ALL STEEL STU. CYLINDER PIPES SHALL BE -BONDED AT RUBBER GASKET JOINTS IN ACCODANCf WITH ADMINISTRATIVE CODE, 1 9. WHERE GROUNDWATER IS ENCOUNTED, ALL VCR P EMWD STD DWG. 8-638 IPE $YtAL- BE THEA EC FOA ( 15 - 14. ALL DES iGNATEO PIPELINE WELDS SHALL BE FULL MELD DOUBLE PASS AT EACH PIPE JOINT WITHIN ABSORPTION RESISTANCE PER EMWO"S SPECIFICATT)NE DESIGNATED WELD LENGTH LIMITS. TO THE CITY 10- ALL PIPE ZONE BEDDING 6 TRENCH BACKFIL_ ARE TC EE PER S ANDARC DRAWING 15. ALL CML 6C STEEL PIPE SHALL BE CLASS 150 EXCEPT WHERE NOTED O7HERWISc'. PIPE SHALL CONFORM OF TEMECULA SB-157, SB-15B, AND SB-159._ 70 AWWA SPECIFICATIONS. VICINITY 16. SHOP DRAWINGS FOP CML6C STEEL PIPES SHALL BE SUBMITTED AND APPROVED BY EMWD PRIOR TO Y ICINIT 1�J MAP FABRICATION. 'HE THOMAS .iUIOE MAP BOOK: PAGE 869, GRID A1, 81, Cl. Of EI AND Fl SHEET INDEX GENERAL NOTES YEAR . 33. BASIS OF BEARING TOWNSHIP SECTION 3f. 32, 33. AND 34 OF TSS RPM NOT 70 SCALE SHEET NO. DESCEWTION 1. PROTECT ALL EXISTING UTILITIES IN PLACE. -------- --- 1. OASIS OF BEARING I THE CENTERLINE OF OLIVE AVENUE TAKEN AS NORTH 89'-3158" EAST, AS SHOWN BY 2. ALL CONSTRUCTION SHALL COMPLY WITH THE FOi_LDW7_NG SEPARATION STANDARD: 1 TITLE SHEET. NOTES AND VICINITY MAP RECORD OF SURVEY IN BOOK RS 70126-33 RECORDS OF TIME LIMITATION RIVERSIDE COUNTY, CALIFORNIA. 2 INDEX SHEET: INDEX MAP. OUANTrTY ESTIMATES AN!' LEGEND. A. PARALLEL CONSTRUCTION: THE HORIZONTAL DISTANCE BETWEEN POTABLE WATER - 2. ALL DIMENSIONS ARE MEASURED IN FEET AND DEC7MA_ AND SEWER OR RECLAIMED WATER MAINS SHALL BE AT LEAST TEN (101 FEET. THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX (6) MONiNS FROM PARTS THEREOF. d. PERPENDICULAR CONSTRUCTION (CROSSING). POTABLE WATER MAINS SHALL BE AT LEAST THE DATE ON THE CERTIFICATION. 7F CONSTRUCTION HAS NOT COMMENCED PLAN A PROPD$ - N3WPORT ROAD PLAN k PROPf1.E - RATER NEWPORT FORD Al` ONE (1) FEET ABOVE SEWER OR RECLAIMED WATER MAINS WHERE THESE LINES MUST CROSS. WITHIN STATED TIME EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE (IIAR'8R 1720 PZ H- 3. ALL BEARINGS READ IN A NORTHERLY DIRECTION UNLESS 3. OEVELOPER/OESIGN ENGINEER AMD RE-SUBMI7TE0 TO EMWG F04 POBSIBLE ) (pAlElt 16E7 PZ) EXISTING UTILITIES (INCLUDING LATERALS) HAVE SEEN LOCATED B' SEARCH OF AVA I�AELE CHANGES IN MASTER PLANNED ANDPG AND CHANGES IN SPECIFICATIONS 3 STA 15:',CC 00 TJ 152+00.00 ±5 _;'.1. ]6P+Ei`.97 SEE C%0.00 } OTHERWISE NOTED. RECORDS AND FIELD REVIEW, CONTRACTOR SHALL VERIFY LO'7ATION OF ALT 07IL:TIE>' PR.OR AND GES I MA TO CONSTRUCTION. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASUPFS TO PRO-ECT AL- STA 162+00.00 T) 174+00.OC' ±E ., IEF:G 4 DATE OF SURVEY JULY 17, 2003. DS 4 T '0 'BE+43.58 LINES AJJD SHALL BE RESPONSIBLE FOR C'OS1 DUE '0 DAMAGE OF AN, UTLLIT EITHER SHOWN � C'- . 5. REFERENCE A.0. 03-0128SU OR NOT SHOWN ON PLANS. 5 STA. 174+00.00 TO 186+00.00 4. WHERE SURVEY MOUNUMENTS EXIST, SUCH MOUNUMENCS SHALL BE ?ROTFC?EO OR $HALL NOTIFICATION'S, (SEWER MAIN) PIAN A: PROFILE LEON ROAD 6. ROTATION FROM 03-12E IS -0.315e' @ 0, 0 FILE MAS - 6STA. 186+00.00 TO 198+00.00 (WA TBR 1720/1627 PZ 8 9EIIBR 11dDV) Y. SCALED UP 1.00006965847 @ 0, 0 FROM 03128SU FILE. BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTION 8:00 . (SEWER MAIN) l' TO 8805 (LAND SURVEYOR'S ACT) CONTRACTOR SHALL NOTIFY THE FOLLOWING AGEN:IES AT LEA-' 48 nOURS 7 STA198(SEWER T9 210+00.00 17 T A. 08.06 CO 'D 14* IN ADVANCE OF STARTING CONSTRLCTION. 50.00 8 FTA. 210+00.00 T) 222+00.00 PLAN & PROPD3=RICE ROAD IMPLEMENTING FACILITIES jj UNDERGROUND SERVICE ALER' (LSA) (600) 227-26DD (WAl'ER 1720 PZ k 1627 PZ) BENCH H _MARK - EASTERN MUNICIPAL WATER DISTRICT (951! 828-3777 EX 4030 9 STA. 222+00.00 T7 234+00.00 lE A -SL ., . WATER STORAGE TANK BY OTHERS - RIVERSIDE COUNTY TRANSPORTATION '951) 955-6885 'l f9-GC' DO FIVERSIOE COUNTY A.M DEPARTMENT WATER BOOSTER STATION BY THEOTHERS IG STA. 234+00.00 T3 246+OG.OC r M-7 JULY ±963 - ALL OTHER AFFECTED AGENCIES THAT Wa ER/SEWER PIPELINE ZNE dv GiHEFA' PLAN $ PROPD3 -_REELER ROAD Ei_EV=1459.22 ARE NOT MEMBERS OF USA 11 STA. 246.00 OC 13 258+00.00 ADAMS STREET AND HEST LOOP } PpOF ESS/O1. R:VERS IDE COUNTY E_M. STA, 258* W-' :R 6 SEWC7 CP7S3 NEWPORT 00.00 T9 264+65.55 r ,ouNTY D � -�gla� �,. M1 J1,LY 1963 NOTICE TO _BIDDERS: �` - TRANSPDRTA r ELEV=1455.899 - P711V_A PROT.O,E _LA VENTANA ROAD COI.NTY RIVE iD7E COUYTY RIVERSIDE Pi.A1V t PRUDE - NEWPORT ROAD " DEPARTMENT OF HEALTH FIRE DEPARTMENT ,I, DEVELOPER UNDERSTANDS THAT A SET OF SPECIFICATION ) POTIJU ROAD AND EAST LOOP D RIVERSIDE COUNTY 9_M. 6-�o-co k � FOR THIS PRO.JEF' MUST 6E REVIEWED AND APPROVED EY (WATER 1627 PZ M-11-B RESET I1 E B . _ 7 ` EMWD PRIOR TO BIDDING THE oROJ£G7 THESE - w Nt d 1i O F-EV=1448.E_ SPECIFICATIONS SHALL BE MADE PAR? OF THE BIDDING 12 STA 264+72,55 TC 27J.00.00 -AAD A. THP PI, P. 9E c �sF DOCUMENTS. BIDDERS NEED TO USE BOTH DOCUMENTS f� T R. .F. 33 ., XP. 6-30 LrVERS IDE COUNTY 9.M 13 ITA. 270+00 OD 'C 28L+00.00 VV1RnOP. �� ,� _12-�T e74 12-_e-0y M-141-83 (PLANS AND SPECS) WHEN BIDDING THIS PROJECT. c` GG33 �C -- APPROVED B` CTA E FPPROVED BY DATE E.EV=1429.42 14 STA 282,00 00 TC 294+00.00 JAE1.{Z IN b4Cv__ REVOONS m UNDERGROUND SERVICE ALERT Na OATS 1NTIAL rrm*T PPS 3Y_ WATER AND SEVER APPROVED BY: OArT a"_7P*r EASTERN iM14CPAL WATER DISTRICT ' CIVIL ENGINEERS - - - -- S,G ob„ - - m EASTERN MUNICIPAL WATER DISTRICT A , " T ,.,n la 11 u CALL: TOLL FREE A L B E R T A. -- -- -- - �cE A.4A !! d .y FAMN ICIOE:04 -- 3788 McCRAY ST. - _ ` ��j�j� w + m:roo ExP oa* aAcec WINCHESTER 'VALLEY INFRASTRUCTURE CFD 1-800 �1 L' L� ArvERsmE CA. szeos ___ - Y. 1. Rte, -'ECXE- - REFERENCES JJ b/eY NEWPORT ROAD WATER/SEWER IMPROVEMENT PLA, A S S O C I A T E S w. u7eoo s1sMn-e-, J 227.2600 PH. (951) 686-1070 -- ..-_ _ ]e-a/- -_ ^_iv1L ENGINES. oT sAeo:vtsla:. Dare PLAN ntib PROFILE a oFAue .An-lw - --_ - INIIIAL Da SE , mwus nn ev.ry orc ENGINEERING C(1NSULTANTS FAX (951) 768-1256 _ '�.� APPROVALS P j ,W, TITLE SHEET - _ T 2,r 20 _-------- FOR: EASTERN MLNIC_iPAL TER OI5 L4IC7 i ) I� ✓ ---__-- wra.aswTtas Mi "1=` SMTP°IGTDH NO, I 933-as Raw - 18" PVC C-905 CL-235 y3y3y3 WATER MAIN 1627 PZ 12"5EWER MAIM _ — \�� �� 1111 fElt aoi01 TEMP. fl0. 3 18" PVC C-905 CL-235 / 11 Fit. WATER MAIN 1720 PZ / �y--- N1aRaaen / I / SHEET 14 18" PVC C-905 CL-235 / 00 a \ WATER MAIN 1720 PZ Tod I ROM —T--- — —T — T — �.�1-- RucA]arrus�rto---- axsr yoorl R�I.e7e RoeDM% 2 NH — AV/1k — V � 12°PVC AI 0oziPZ7EYP. e.o` Aa N / WATER Q Y 16,11 P.N. wW.:I AV AR AV Nt 1 AS I I 1� 1— -- At 2l PZ 3 LEox ROAo SHEET ' ADAMS B.C. 18" PVC C-905 CL-235 SHEET 4 SHEEP 5 SREEf 6 SHEET 8 SHEET 9 SHEEP 10 LWATER MAIN 1627 PZ mvamrER RoeD 12" SEWER MAlN NEWPORT ROAD 6�`�', 25EW6RMAIh I`- 18" STEEL CML 7CCL-150 18" PVC C-905 CL-235 11114cr ( "°A° WATER MAIN 1627 PZ WATER MAIN 1720 PZ 12" SEWER MAIN :WATER�MAIN " PVC C-905 CL-235 END PLUG 1Z" PVC C-900 CL-150 44 SHg WATER MAIN 1720 PZ 1627 PZ © ' �M4y4 20 PLD PLUG MON ,w 10" SEWER MAI 8" SEWER MAI � �jof0 SHEET zo — � 10" SEWER MAI i JVTUm RD; f --- -- , EAST 1.00; IIIH 14 QA1 o�yl w mw. eD. q0� ` RE ROAD) `SHEET 15L — I I SHEET 16 IwFsf�I LEE ROAOj I L l— -------I I BAST IADP 5[REET SHEELEON T L---J I I SHEET 20 1 SHEET 19 1 SHEET QUANTITY ESTMATES Q 10" SEWER MAIN SHEET 19 END PLUG END PLUG END PLUG END FLOG CONTRACTOR SHALL CONFIRM ALL QUANTITIES AND MATERIAL NEEDED ITEM NO- DESmmm DUAMIRY UNIT STD- DWG. Q 18" PVC C-905 CL-235 8 16,151 IF. 9-408 O2 1 18" STEEL CML/C CL-150 I,Z9A' LF B-408 NEWPORT ROA® TO HIGHWAY 74 3 12" PVC C-900 CL-750 ® '90 LE SPECS G CITY OF HEME7 ' O 12" SEWER MAIN Q 7'105 LF. SPECS O 8" SEWER MAIN Q 140 LF. SPECS T9 O6 /8" DIA RESILIENT SEAT GATE VALVE 8 78 EA. B-255 N O7 12" WA. RESILIENT SEAT GATE VALVE 3Q 7 EA. B-255 I GRAND AVE 9tH O 12' DIA. STEEL CML/C CL-750 3Q 92 IF. 8-408 (���n 215 4PE 9TH VE 11 O9 2" DIA AIR VALVE & AIR RELEASE 13 EA. B-367 LEGEND r� SIMPSON TERO W f0 FIRE HYDRANT }0 EA. 8-362 0 I Y5 PROPOSED 1. OR 2- COMBINATION A.V. & A.R. ¢ of TEMPORARY 6' BLOW-OFF ASSEMBLY g 9 EA. B-568 f2 PRECAST R.I.C. 48" I.D. MANHOLE 6 EA. SB-53 PROPOSED 6 SOW OFF ASSEMBLY �40 ., �+ « 3 z � W voi f3 18"X78X78' FXF D.I. TEE Q3 3 EA. SPECS �'—'OT CATHODIC TEST STATION z z o c� ¢ OLIVE O R ALE 9 a` Q4 /8"X18"X72" FXF 0.1. TEE _ (n EA. SPECS �--�TT TELEMETRY TERMINAL POST PROJECT SITE DOM IGONI PKWY f5 i" DIA. AIR VALVE & AIR RELEASE f EA. 8-598 PROPOSED RESILIENT SEAT GATE VALVE NEWPORT R0. f6 18" DIA. FXH ADAPTER g 15 EA. SPECS II PAT NON AVE Pa iTON AVE ( (PAT N AVE) PROPOSED FXH ADAPTOR NEWPORT RD. `D n 18" DIA 4S HXH ELBOW q2 EA. SPECS is m I a fe /8" DIA. 90' H%H ELBOW 3 EA. SrPROPOSED WATEP.MAIN 'ECS ao f9 10" SEWER MAIN Qi 4I'L IF. SPECS PROPOSED SEWERMAIN O 18" DIA. STEEL/PVC ADAPTOR © 12 EA. SPECS O SEWER MAN40 E N 2f WATERLINE END PLUG INSTALLATION 9 EA. B-414 O GUARD POST 6 EA. B-665 T— EXISTING TELEPHONE 23 SEWERLINE ENO PLUG AND CAP 33 12 EA. SPECS EXISTING WATER (SIZE As NOTED, SPECIFIED OTHERWISE) W E m 24 TELEMETRY TERMINAL POST 70 EA. B-533 --------- EXISTING SEWER (SIZE AS NOTED) is a d 25 BORE/JACK 30" STEEL CASING (1/2" M)N) 220 IF. B-575 G EXISTING GAS (SIZE AS NOTED) TO THE CITY - 0 j OF iEMECULA 7 C 26 -12" DIA 45' I1XH ELBOW 3 4 EA. SB-53 S` y FO EXISTING FIBER OPTICS 27 CATHODIC TEST STATION 9 EA. 8-662EXISTING POWER POLE VICINITY MAP 0fy O 2e 18' X 12" ECCENTRIC REDUCER i EA. SPECS m m $ AERIAL CONTROL GRAPHIC SCALE 1"=500' C 2.9 12" DIA. STEEL/PV>r ADAPTOR Q I EA. SPECS 17`20 PRESSURE ZONE THE THOMAS GUIDE MAP BOOK: PAGE 869. GRID Al. 81, Cf, 01 E] AND FI =L a (YEAR 20041 30 6" FIRE HYDRANT Q 1 EA. B-356 �- - EDGE OF PAVEMENT (EPI 1627 PRESSURE ZONE 0 500 1000 1500 TOWNSHIP: SEC"ION 31. 32, 33. AND 34 OF T5S RN ~ O ti NOT TO SCALE 31 IH"x IB"z l2"zi2' FxF D.I. CR0553Q I EA. 5PEC5 PROPOSED FIRE HYDRANT g REVIGNM aPPwvE-er: MATER .TND SEDER APPROVED BY: DATE ID. UM/U35 5 UNDERGROUNDEALERT N0. -ATE mrlu DEscalPnaN APPvo / DATE msla o sz. 10/a6/D4 EAST�i SAL WATER DIST�T = CIVIL ENGINEERS w +Er �I., C1 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA sA 41/" mA L B E R T A. I ulfz/e4 K2 5WK. SIRE UiANGE UgNTIN GRANGE. [A Y ,L(/// rj� 4 DRAWN 5I. 10/06/D4 — o. -3 un �y '.,3788 MCCRAY ST. fAbE tD FIRE H O"T -3w A� die ��r I W `� aA�O MItX PESTER VALLEY II�RASTR tHSTIA CFDRR TL -AVIS C4 200 DATE3 wEBB RIVERSIDE CA. 92506 OEatm51605 5Z UPJ11E 11'WTRTO IB"9uOlmT CWAj fl: D REFERENCES - - lEmmy, NEWPORT ROAD WATER/SEWER IMPROVEMENT PLAN CnORo. Rae-1e A S S 0 C I A TES . CIVIL ENGINEER a s IVIsxas— �"ITTED PLAN AND PROFH.E zu-NAoU 4E-DEF H. (951) 686-1070 9 8729/05 RLP ADDNR/9V F SEIIV CE E1 MIA E DP]IZE 10 al OA E SHT. Y QQ ENGINEERING CONSULTANTS FAX (951) 788-1256 'D�3. 04% 1�af, EW OR= SHEET o- FOR EASTERN MUNICIPAL WATER DISTRICT W.O. 03-Of28 T SPECIFIGTIOi 933-8� 3 18" PVC C-905 CL-235 WATER MAIN 1627 P22 i� 18" PVC C-905 CL-235 EMP B.c i WATER MAIN 1720 PZ /'� �- ----ruicessae Roeo XD Ip0.j' SHEET 14 18" PVC C-905 CL-235 x \\ EON R1 pT 720 PZ) Ef P4A� OAD WATER MAIN ( rrtsr wo —_- --EvcAUPros Ro ----- EAsr f.00v ------- B�1•eR aoAn ---- � s srR>L� � J' �SHF.F'� Y2 ffMP. P.O. MH#I MH#2 MH MXNA — \I,A F.N. P / I F.X. : QN� AV/PR AV/AR AVMR OY � �1�✓ _ F RE ROAD (_. 6AST LOOP REELER ROAD -----�� 3 SHEET 4 SHEET 5 LEon ROAD SHEET R SHEET 7 SHEET 8 SHEET 9 SHEET 10 s S[EE� 6��� IEMP. B.°. 18" PVC C-90.5 CL-2.,.�, WATER MAIN 1627 PZi WINCHESTER ROAD 12" SEWER MAIN ---------------- NEWPORT ROA® 0¢ —�—. 18" STEEL CML�C CL-150 WATER MAIN 1627 PZ 18" PVC C-905 CL-235 WINCHESTER ROAD ' END HUG ]2" PVC C-905 CL-235 12" SEWER MAIN 18"' PVC C-905 CL-235 WATER MAIN 1720 PZ \ / } s WATER MAIN 1627 PZ Hp WATER MAIN 1720 PZ X G �WT4ry�2p END PLUG LeoN Ro 10" SEWER MAIN 8" SEWER MAIN �urSHEET 20 uRE ROAD ROi EAST LOOP EfBR ROAD1 EVfe ( / mµ4 B� RB ROAD SHE 16 f SHEET 18 I - fnSC�Oyp1 role B.o. 40 L_---� WILST IAOI; — _r-- _.--- EAST LOOP REELER ROAD I MAYS mxv, --_—� LEON R AD (\/7 SHEET 17 1 f SHEET 20 �/ SHEET 19 SHEET 19 END PLUG END PLUG END PLUG £NC PLUG QUANTITY ESTMATES Q70" SEWER MAIN �xeeT 1 CONTRACTOR SHALL CONFIRM ALL OUAMTITIES AND MATERIAL DEEDED ITEM NO. DESCRIPxOti Gl1ANTIfY WiIT SID. DWG. ^1 18" PVC C-905 CL-235 16,091 LE B-408 18" STEEL ,:ML/C CL-150 Qi LI52 LF 8-408 _ __ - 3 -i 12 PVC C-900 CLCL_i50 150 LF SPECS NEWPORT ROAD - ,o.,LGI;NG 74 �4 12" SEWER MAIN 1,658 LF- SPECS N -,TY OF HEMET O e" SEWER IAAIN Q; 140 LF SPECS O 18' DIA RESILIENT SEAT GATE VALVE 77 EA. B-255 —T—_ 12" DIA. RESILIENT SEAT:GAFE ✓ACNE 5 EA. B-255GRAN° Aa=E ,]2" DIA STEL CML/C 92 LE B-408'� - LEGEND215 °fUS 2" DIA- AIR VALVE & AISE 13 EA. B-367 US 01 t0 I Ea. B-362 w, 9 �✓` ' i- '.•1 PROPOSED 1- OR 2" COMBINATION A V. 6 A.P. of SIMPSON 1f I TEMPORARY 6" BLOW-OFF ASS:_MBLY 7 EA. 8-568 v v1; m m a --�—� PROPOSED 6- BLOW-OFF ASSEMBLYs-- f2 PRECAST Rl.C. 48" LO. MANHOLE 6 =1 O 4, EA. SB-53 W _ f3 I rg"X'8"X;8' FXF D-I. FEE 3 EA. SPECS —� CATHODIC TEST STATION aA 18'X12" FXF D.I TEE 6 EA. SPECS J TELEMETRY TERMINAL POST - q. 1 s 1" DIA AIR VALVE & AIR RELEASE , EA. e-598 PROJECT 3TTE PROPOSED RESILIENT SEAT GATE ✓AtVE c 6rMSN1UONt uKrr 16u ADAPTER 14 EA. SPECS Iic 'YENPORI RD_', PROPOSED FXH ADAPTOR cr'rO' a 'Dk AVE f] 18" DIA. 45' HXH ELBOW 42 EA. SPECS - 'IS, NEWPORT RC. fB 18" DIA. 90' HXH ELBOW 3 EA. SPECS PROPOSED WATERMAIN (PATT°N AVE) f9 10" SEWER MAIN 41Z LF. SPECS PROPOSES SEWERMAIN - O 18" DIA. STEEL/PVC ADAPTOR 1 1I FA. SPECS - _ C SEWER MANHOLE N c�l WATERLINE ENO PLUG INSTALLATION ; 7 EA. B-414 ,Y �� - T-__.. EXISTING TELEPHONE GUARD POST 5 EA. B-665 23 H - EXISTING WATER t,IZE AS NOTED, SPECIFIED OTHERNISE W/ (:25) -LACK30" STEEL CASING (ij2' M1•i — 22 8-575 —� -- -- EXIS".NG GAS I(SIZEZE`A$�NOTED! r,'C \ SEWERUNE ENO PLUG AND CAP 8 FA SPECS / TELEMETRYTERMINALSTE PO_' tO \/ 6 v — - .,U1 rG lHE TY �01 26 12" DIA 4 HXH ELBOW 4 EA SB-53 ...___ �V OE IEMELU A d f F{ — Ex7s :NG FIBER DP?u'E 5 --- 'm a -- - ---- -HODIC EST STATION' c EA. B-662 OO --_,'—_-- -� EXISTING POWER POLE 18" X 12" FCCENTRIC REDUCER EA SPECS ' 3 �. ---vRAPHIL zcatE 1 AERIAL. CONTROL 2° 12" DIA. StEEL/PVC ADAPTOR 1 EA. ! SPECS I 11 0 PRESSURE ZONE " - ---VICINITA. Y _ y � - +-- — ---�— ' I THE ?HOMAS GUILE MAP BOO,': PAGE 865 GPIC 11 �11� d 1 6" FIRE HYDRANT EDGE OF PAVEMENT (EFS, - ' PRESSURE __—._. - - 1, 3 C 33, _ _ � � EA. a–ase I – t6C7 1 RESSURE ZONE ` 5(.l 'OD +��L TOWN6H'u_ SECTION 31 32 33 ANC H �� ef'A H p1 PROPOSED FIRE H7DRANT NOT 70 SI:ALE L L I APPPD:Ea BV: —� ~ O VOONS UNDERGROUND SERVICE ALERT NJ aero INr;AL � D rroilaa Avwn DAre RATER AND SEVER APPROVED BY: A T EASTERN NRMAIC�AL WATER�p1,STRICT Ias r r i CIVIL ENGINEERS -- -- -- ,p ' 'i>•IFA eR 5wa. size cuaNGE �uAUTIN L4IANGE EEE y _ ASTERN MUNICIPAL WATER DISTRICT u ° '"' I -I CALL: TOLL FREE A L B E R T A. ' 6o L3-3An eHAN O'♦o�E A'4M` t� x d •A/ oanNN =<. �c nn�ov. T;;,�Ia 4 TFI E RR 3,88 HOORAY ST. —1—_ GEtD h¢avveatwi(e-ala, « ♦ w BAU(F A. DAVIS U, sae EXP. -z-arca saie once WNCFESTER `/ALLEY INFRASTRUCTURE CFG I Ice n— \ 1'800 WEBB RIVERSIDE CA. 92506 Do.Cb-J5()CH'pNGEToMEMTDRAM7 aw �,,� I 1 REFERENCES L• t0/a4 - E' NEWPORT ROAD llAr i;/NI.WER IMPRO"EMENI' I11a _-- . ) 227•2600 ASS_0C A T E S (951) 686-1070 -- --- – YO. unto --- _ _ Cl'.r, ENGne: "� _ _ le-al- slBo[vlsLas off' ��r`E� PLAN ANI PROFILE. m�R nrs NsaE a ou ENGINEERING CONSULTANTS FAX (951) 788-1256 +f ctm ♦ - - ;N-r1u DATE ] �pA� -,R NDEX SWET _20 I–.- ._ APMVALS -- -- NiTe.9,oaewrlae -- FOR. EASTERN MUNICIPAL WATER D2ST9TLT seafrl —_ _ �t3a -d6 L .NEWTS E4y11�_663)� T14_.90_k --- - - - — / �FYlcT, - JFSTREET + 4480 - 1480 nw _ o w' o �J + to dl 1470 —� FINISHED-UWADE AT C OF STREET 1470 _ W � W Go 1460 --�-0-0050 o - ---- _— -�� 1460 om �W C.G.- 18'� PVC e� C-905, CL-235 v�icv u�i"v p• I+1NU V,mU PROFILE SCALES F, HORN . 1 "=40 NOTE_ 150 151 152 153 154 �VEg_____ a -_ C014TRACTOR SHA-L VERIFY 155 156 157 158 159 166 161 162 EXACT LOCATION AND ELEVATTaN OF AL1. EXISTING FACIL Rc PRIOR TO '-ONS74)CTION 4 Y OLD La VF.NTANA 481 S. CIL W/LOCATOR WIRE 0 P Sir(^�6' , - R I � PRS H5R5 .1 QE ,3 �61s4+90 LA VE'NTANA & TELEMETRY CABLE r yb - - s+s2.De59 NEWPORT PL, _ ROAD EASEMENT BY 18 k1B'XfBV�NTANA AD X M6g J �5 r- EE F tE f f #R q' TORT(f/ FUTURE R/W R/W .- lfJ L 16 GV f +I�--� EX. R/W �EX --i_ 404E -- FUFURE R/W _ t:FW �� R81r MEP :II zc f CUR ,r 9 p00 OU 55-08-16 PORT R09 Ifo+00.00—( 1 AWVENTANAA RD l 1010 d.'8 Pr _ � i • OP - --'__ \1 'a' _ l CURB- � Ism srRECrr RAISED t _ -_ ~ DIa � \ / T 515 24 _ 60 R/W 6b CU B/GUTT i 5 TEMP. BO(B 5687 C i CURB i 1 �"/, ,2l ed 9H2 OO --ISHT 20 _LA ✓ENTAN w\ _ .90 59 EN -ARD p..- 'ELEMETRY TERMIAL R0. FUTURE W /� -`NDLp1ADG AN30 ,D CA OR f B SURE I FUTURE R/M / FUTURE CURey-v _--� 'E �-FUTURE CURB i URV5TG11 DAP4 FUTURE R/W d_ CE CONSTRUCTION :VOTES {j � P cE � L 1A tE,N7`1R r C2 2048 00 743 38 7!1.52'1 377 97' 20' 5d 47 ROAD �'� 18 PV` C-905 Lt 235 PFR EMWD STD. DWG. 8-408 �� 18'X78-X18• FXT -Ef P[: l,AW( SPEL ^AJOm( ' - " — - L) 18" L.A. RESI_:EtJT SEAT GA VALUE PER EMWD $iD. DWG. B-2f 5 :�ifi 18" DIA. 'XP ADAPTEq ,p r FMW) iPEC _ fe-iX-fl C IA62 dG D $=SO 02001 DISTANCE REARING !�T y 1 W p"♦ O p� T y-N /� ,r � 1 � � L' V�Y/t/ 1� ROAD—� -_---- T Y DIA. AIR VALVE ! AIF PeLEASE PER EMWD STD. DWG. El-J67 WATER PIPELINE END R[, ( $2 EMWD P - _ zo.oo- sz1'ao as . _ C� Cyt:.r;,•�< T"` > - - �- C� TEMPORARY K" BLOW-OFF nSSEMBLY PER EMWD STD. DWG, 8-568 1� TELEMETRY TERMINAL •'I' rMWC iTC JWC AG - 1720 PRE:SSIJRE ZONE REVISIONS UNDERGROUND SERVICE ALERT v60 er. - i `Z ' / ua " '"T'Ar ' fI'")U" n ci �eTr WATER AND SEWER APPROVED AY: A CIVIL ENGINEERS -- — ---- �T ' A - B E R T A. �( - EASTERN MUNICIPAL WATER DISTRICT EASTERN lWAtq,NCIPAL WATER q$TRIC 7 'm I CALL-. TOLL FREE - -- - - 3788 MCCRAY ST. _ -- - s°°E A.aA' t d � �� 'E _ _ -- 22/•2600 ASS 0 C I A TES PH. (951) 686-1070 — -_-- -- 1ta1- REFERENCES ;.J1 ?;, a es0vt IL sNlrrec STRUC:TINiE CFO • T v4 20:r E%P. :&-3t-<5 9A E ,RAMC - � - 9'E100 WE K RIVERSIDE CA. 92506 _ AE a o"`' _ E,1 WNC!'ESTER VALLEY MIFRA ---- --j—+ --- M. uTeou __ I� II fO/oe! NEWPORT ROAD WATER/SEWER I!dPROti P.M ENT PLAN PWN ANP PROEIL6 ea -alxoa m-6e ^^arR un evE m,nn ENGINEERING CONSULTANTS FAX (951) 768-1256 _—_ - A} (tyh �yy�� �� p iinl DAiE BTA. li4ag0.00 TU E'fA. tdE+110.00 *_.-Y. 20 _--_ �tlL - APPROVALS :AOJ. EW -- p D FOR. FASTERN MUVICIPAL WATER Cli%RiCT CPEICAi . SVE : ICA Dv Y0 93 3-86 T 4 -7 + T T -t47G--- 1-410 EXISTING RAGE AT�R OF E7` _ sw 7%7 CD 40 + cr)C4 0 E_ + 1460 rn S--0.0850 _ Do------------------ C.G. IV" PVC C-905 CL-Z35 zw E" Z m 1450 1450 1440 1440 (PROFILE F_SCALES NOTE: 162 HORIZ. 103 1 =40 CONTRACTOR SHALL VERIFY 164 165 166 167 168 169 170 171 172 173 1 VERT+- EXACT LOCATION AND ELEVATION OF ALL EXISTING FACILITIES 174 PRIOR TO CONSTPLICTION F-18 PVC, C-905 -L -148' S. CIL WILO& -235 TOR L_ & TELEMEI?TY CABLE FUTURE ROAD FUTURE R/W_� �FUTUPE HIM STA, 169+37.&9 NEWPORT 10 NEWPORT PH' FUTURE RD 00 12 FXFTE _L - E _l,,)vsPVs 461-lb!)--023 37 rR/M LANsh\1,3 16SI55-99 CIL NE-PORr RD 51 XA 18FIl S', FIG jj jR/W 1-12 Sl 0 By OTHERS 0 PROP. :81 RCP PROP, 24' ACP ADAPTOR (E) BY OTHERS UPS/L[ITTEP + R-2000.00 0 cq -i�-50 59 PROP, 113* PER 0 L-64.57 BY OTHERS T-32,29 .od k:h cGRe r03 rn STREET LQL� Itlb N69-30 08-E N69'30 OBE I CURB 168UHB CURB/GUTTER 167 log —F yy RAISED—MMTAN 164--T Qz CURB 17) RA�rSEi MEDIAN Cn CURT- '69 '0 0 irU C3 o, N89'30 06 E &6-- f�—H�(B-362) RB I- N89'30 OB'E t I I u ,.URB/GUTTER F_ SHT 20 =_C_uF 3 C R/M E NTP (24-9* 22.00 FUTURE RD RD _7/ 169+37.99 NEWPORT RD. 7 N END PLUG `sy �FJTURE R/W FUTURE RIN I [4� 4�_ I CONSTRUCTION NOTES w 100kFUTURE ROAD�m C, 18" PVC C-905 CL-235 PER EMWD SID DW,;, E_4C, 03, 12" PVC C-90U C-150 PER EMWO STD Uw,- CURVEISTUET DATA 3-408 0 7�WpoRr 61, IS' DIA RESILIENT SEAT CATE VALVE PER E,Awq sTD P _T c S I C3 2(TMI.00 CH L 33-0, A.1) p_j, T ROAD C, 12" DA. RESILIENT SEAT GATE. VALVE PER EVVVD STD 7wc, 13 3,5 65.12 6 LPAPHIC SCALT 1 -40 STD DWG 6" FIRE HYDRANT PER EWD ET-3b2 0 WATER C.G. PENO SL9w,E DISTAKE� iap'XI8"XI2" FXF O.I.40 6 C 12- WTP 1455.39 S­(LOR00 30,0- s c TEE PER EMWD SPECIFI(ATf(,NE 0 0 40 sli 0 '29 52- 1720 PRESSURE ZONE 106 18" DIA, FNH ADAPTER PER EAWf� SpECIFCAT,,,N,S WATER PIPELINE END PLUG PER EAIWO SIECT'CATIC)r,S UNDERGROUND SERVICE ALERT 10 DATE lN-7AL CE-lf,�T-,,, A�V777uwv 611 A oAie I ___ — WATER AND SEWER APPROVED By: A L 8 E R T A. CIVIL ENGINEERS oa LaCs 3v � , _ I vap 5 2 Q/06 EASTERN MUNIC-PAL WATER DISTRICT CALL: TOLL FREE 3&Z i 3788 MCCRAY ST. I __ I A JAM& 14, EASTERN MUNICIPAL WATER DISTRICT 1.800 RIVERSIDE CA. 92506 WN 52 t WEBB yl !.AWG 1 227-2600 "e w"CHESTER VALLEY WRASTRUC—TIAM C—FD- 4! S 0 C I PH. (951) 685-1070 REFERENCES V��J. 6," CIVIL E10TINSET, OF ENGINEERING ONE FAX (951) 788-1256 1. EAT oELxeG \FWPORT ROAD WATER/SEWER IMPROVE _ENT PLAN or PLAN AND PROFILE APPROVALS PROD. ENG STA, 162+00.00 TO STA, 174.011111 —4 sig AVR FOR EASTERN Mnlr[F,, ,,Fp OTSTRW7 SPECR'1GAT' J. '135- L16 j EAS:� B W� S A T E S CONSULTAS4 OFER, _ INTS FULLY N 0 ALL INTS S RAIN ALL INS -- .OP f ASS 2266.R7 tf - ..._ 6 TURA IN A� _ r . : Z Q 4 U f - off 14150 N¢ 4 EXISTING GRAaE -AT COF STREET _-- - o o S-0.0050 _z o V "fo y o OZ CO ' 1450 5=+0.0009 ;PtiOpV'l 5=r0. 1450 � 0054 ��iC W ID m16C. 4 e 5..0.0159 G. 15" PVC S••-1.0100 v ----'--� wwLlW o1 C-905 CL-235 o j - S^+0.0091 C.C. 1 STBS «� O' z W E- n .CYE C CL-150 o C.C. 1 PVC 0 ,.'iU71i 0 5=-0.0050 � / ^ m C-905 CL-23 nv vm rti pnmN.i- m ° _ ,e/Q m c�voi m � oe U •" .oi N . 5 DP SO �nlmm o g m o.. F ' bo IDv mvmvm 4 mu of muni IDibN o�a ' PD Ot ow= Ne cin �" oco ooboci�o ti�> 5,+0. 54 nti nu oo1yu AD mega AAO m�m ..ti ,� Tp4 mm� 1440 02 02020200 N ,gym m ^IDID� , se.o.vvet 3=+O-0009 1440 I W 0� O 4�ti DEy WZ by m a J- � oozm o2m Qtv1; rn b v o w vm 0 C.v 299.85 L.E. 12" SEWER MA=N NOn bQu 3m- 1-- e"� ^o-6Ni,6 PROFILE SCALES s-.a6 HOR1 =40 VEP.I 1 =4 NOTE: 174 175 176 177 178 179 180 181 182 183 184 ------ -------- EONTRACTCR SHALL VERIFY V I85 186 EXACT LOCATION AND ELEVATION OF ALL EXISTING �-4CILITIES PRIOR TO CONSTRUCTIGN 18" PVC,-C- 5, CL 2 35 L I I ST_EEL CML/C L'L-150; SEL SHEET 17 48' S. CIL WILOCATOR WIRE dl -4g' S. CIL WILOCATORfLEON ROAD 18 PIC C-301, CL z35 r & TELEMETRY CABLE WIRE & TELEMETRY CABLE i \ - FES I8' S C/L R'Y j OCATOR WIRE. - :4 ace & TELEMETR CABLE .__-. 18--86'x72" xF TcE ` cx op T 5 'r\ =9212 00 LEON Ap E-� ] I _ -.____ yfjl 6 ( (J/ \� 6E 6Y OTHERS SH r, 182-86_Z] NEwPOR' RL r=r ] 14 t Ex 2d R _ HTR 1 2 Pxro SGV S) REL GTE T f7 b O - �- l --- .---�-- -- :'NRB/5OT%ER -- 16 xH.ADa PToa m7 ELEC,POSED 1 1 x IITELE I f2- swR� - ' - - -,4 SH' 17 - - '- -- '"t --'-- _ ✓T --.- _-------- ---- ------ - \\ er OrHERs REM / I �r - - ----- " -/ _ -x-- -- -- L J182r8f.08 fl NEWPORT � n'NRB/GU'TER - PROP 24 RCP - Ex 12 T �� f T 110x00.00 C _EON RD N l --_. _ D,1 UI 18 REP BYCO Eft LP A [X 24" RR 18 RCA, 7 I 8 F HFRs TH -..�-_ \ i � Br H s - SMT 1] wd CUAB1 R} - -___ _-. ._ }_ -_ - - -_. 58.9 34 fel"W c .._ 1'\ 7`( 63.00.14 NENPORi p ! r G) CURB RASED MEDIAN --.. .. -- -4. IBO _. i - 9 82.00 AEON RG f2 •- fEs� W1 a 115x00 MO01 ELCMET CVRB � ' I- _ _.__ - \ C.. E - - - .. 0 - __- __- _ p 537 �.J�-!-�--� TERMINI_ AL (9_5331 CURB OSiTORarIOrIH�B�6n2/ ----_ IE. \ C� 162+B3.2I� ae.tT^-`_ VB i>t 1T YED,AN A -� Oe I T �` MN i1 58 8. W z &. 1,7.5.00, RY - BO 20 00 5 tEL/P IC ` �- _ r 1 \ �� f N -� - 589 3 9 W Ct,F'8 is 1. U f n ' ! - ' 1� ry 180+65.00 6" r \ I IFS 15'09. �l HI-1 wTD.3x E. _ I I 1 1 �\i SH9'_S 9 �r \ �- 3C i.2� / _ r!1 _UA8/�V [- :-_._ _ - - 1 6 B Po]. 1450 2. I r T r 1 E.H.re-356! _ Q a d a6alca rED T- --- •_. uCUAB/>D"TER i� 9 ]82x11 00 �E> j nJ e wC.. ie4 > f t _ � r=.. --_- _- - -�� - \ 2' Avx /A -- I %lJ fes' ,moi - - --#c9 6� 00.2+ 4x4( R/W 182-41.60 - 50 8 N '1448,5C WIN X - \ 1. 18 WTR ,4-ZNG 7 X10- CB 0- 6T 13' WTR N ING 24" RCP 4 POP 1449 47 BOT 7'x14" RCB 1442 60' a�. 1440 /o 0! N /I 900 OT 1B" NCR 14 04 OP 18ArTR9852,030 EON RORT 1435.48j' .. Ci '53-09,95 I'O\�TR( CTION NOTES �l _ A'TR - ING Ex 24` RE(, WTR - p�7ggq `q ��TT�� ROAD�� s yyy---��� 18" NTR x ING 18- ATR 1O SWR 72' RCF b, �! „pr SOT 14" 24• REI T F 1445.20 I�T j.4 ( 1 I✓ r 4 /� g / 1 Aj v 1 1J /--Pj�/ `1� '8 'VC C 905 Lr-235 PER EMWD oTD. DWG. B-408 BOT 1B" wiR ed5o.0� R/w- Hi 1 - Y OT HE _ I� EX 4' kEC_ WTR TO BE RG.00ATED -' OP 18 WTR 14 .99 - W � I PER EMWD SD-'6385A 21 '8 'TEEL CMTjC CL-160 PER EMWD STD. DWG. 6--408 4 19' wTR Br S �I R/k Uw( A ,C,I EMND 0-133na I ,; 16 d •. I ' :EWER MAIN PER EMWD SPECIFICATIONS r.. ,.: i C% "WTRIF"?X L': •83+09.:35 I : 4j 2' P -° rf6f 5 .i4 :, ALA M _. AT.,b= dd \ / ,e WTR x INP z4� REP. W'P � Iz" swR x-Inc E.x_ za• REP. WTR 1''-_0 1 1:N;5:�i RE ZONE - =1 ----�t---� -� � - E E LAS + r` fJ h CA _ r rOW _b n� _FLAToG' _ NC EDT 18' WTR=1440.79 60T EX,4" F REG WTR= RELOCATED i� ,8' DIA. RESILIENT SEAT GATE VALVE PER EMWD STD- DWG. B-255 LEON ROAD P CL TDP 24 RSC'. W R=1433.86 EX. 24" RPC. WTR TO BE RELOCATED S (iRa PHI SCa E =CL PER EMWD SD-76385A 12" I)IA RESILIENT SEAT GATE VALVE PER EMWD 51D. DWG. 8-255 SEE SHEET IT �� DA EE /WC -DA4 J £ MW. S ECIF IL- ' 0 r--��-- - - C� I83+15.2' 9% 2•' DIA. AIR VALVE & AIP RELEASE PER EMWD STD. DWG 6-367 2a� L VE"TRl" ERIdI A' PO5 'MWp c D 346 + N C -_ t N OT SWR X-ING rR= RSC. W(R nn ,271 A IGJrC z : 5 A..':N ✓r+ .4NC TC. JW,,. E-'• y C 40 d0 4'� 1e_ L'-S �) 6' FIRE HYDRANT PER EMWD 5T9. DWG. B-362 m 607 24" RSC. WTk=1441.86 �i PIRG HYDRANT °ER E4WD STD DWG. r Rb r TOP 12" SWR=1440.75 vz PRELAST RLC, 48' TO. MANHOLE PER EMWD STC. DWG. SB-53 �- F u A L B E_ R T A. CIVIL 1'.NCr1N1''1.''12.5' 'VVD6 e2 C/ yI'LHhu� o Ek g_3G1) - .I ra'( ArmreErn EASTERN MUNICIPAL WATER DISTRICT IEE„xx 'T EASTERN �AL Yyp,�R INSTRSCT� UNDERGROUND SERVICE ALERT A'E INT AL _ �VIBIOpB n Ia_ AP w� �� : CALL TOLL FREE - - - 3788 MCCRAY ST. ec a asp C:.AWKP To FH fe-3hm� b ,,,J/ ��♦o� Mir t {!{� I/ dy .Ra,N s I. - R RFJ15� W/L OWOG GLE S.0 G1AIwe e'T- " ♦ a E A neva f4RW DATE 1-800 WEY3B RIVERSIDE CA. 92506 ---- A; WINCHESTER VALLEY IWRASTIiUCTURE -- 5I REFERENCES �� rtaEn 227'2600 A S S 0 C I A T E S PH. (951) 686-1070 - - -- �.,t;l?� ;rlc ENGINEEI "I sle,nlslcs f/�/EV �wr•:_c NEWPORT ROAD W4TFF/ShWFF VAPROVFMENT PL%, 3 ^Dwwnrs eee wu,e ENGINEERING CONSULTANTS FAX (951) 788-1256 - �}' C1wb "IAL GATE PLAN .1NII PK(Ij' LI ( 10 ei-18 -- - ---t--- .?¢� �p� pgpD, E n> STA. 174.00.00 10 STA. 1813 00 OVALS e efa. _ _- FCR' EASTERN MONICPAL. 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Gi\�_�_ ”, a •r, 1!:'3E!E7!'� / ��_ 3J . - Cftmli"-n! • W. AESTRAI A L 0 TS OUBLE PASS' RES A N ALL J F - _ i I 1470 j , , P - 1480 > 0 CO - _ O 1480 Wm FINISHED GRADE •per'., — F W AT ( OF STREET W - Do : ERIMT-ING GROUND d . . - AT. OF.STREET. _ _ __- __-_- - ----_--___._-_-----_--____.--_ __�_-"_-�___ ____________- DO F C.G. 18" PVCs 1450 C-905 CL-235 C.G. 18 1450 Safi 5=-0.0036 yam•"'��� PVC o'ym sa+0.9400 IC-905 _CL-235 S- .8200 .. S--0.0090 C.G. 18'-STEEL _ m 4 CML C CL_1.5n b.. b Yl0 Htl Y1 YIO -. 10 ?> �< m4_mtl m m�m 1440 �: mI m m om oQ o ^ Z C 1440 mz Q U N i� 'PROF ILE SCALES HORIZ. 'l "=40 ' VERT___ 9. =4 NOTE: 198 199 200 201 202 203 204 205 208 207 208 209 CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION 210 OF ALL EXISTING FACILITIES PRIOR To CONSTRUCTION 18' PVC, C-905, CL-235 48' S. CIL WILOCATOR WIRE & TELEMETRY CABLE E[ C`aL APTUS ROAD 209+72.63 C/L NEWPORT RD. FUTURE R/W - - - - - - - lR/W ;0+00.00 S:L EVCAL YPTUB RG O _ ,CURB/GUTTER 'H' �\ PROP 24' RCP m co ml BY OTHERS O O P! E. .A i rCURB j 1 —_L STREET Q s O CO ,Wfwy F RAISED NEDZAN. _ SE-9 CURB / F6 OI W .._'- _.._—__ 203 _ 20. - RAISED MEDIAN 1 \\ x ry7 S1N 1- .-L 1—_G GT7 W CURB 198+95 00 STEEL 20 CURB - - T 209 _ CURB W',� 70 PK ADAPow TOR1-- —1-- --�--- �I W z, 199+41.00 STEEL/PP; qqq999 SIN¢ til ADAPTOR, TELEMETRY 20 R7 W W U TERMINAL (8-662) �'/ ^Y F - i. I v 1 589'33 :9"W 569'33 19 N T 198+90.00 CURBIGUTTEP -- --- - -- --- — _ 4b1-160 048 - —_ - d WTR X-ING 24- ACP 461-100-047461-100-047 ACr7A-CAST FDUIVD 7 ES ROT BOT 24' RCP=1447.40 a l 1I M1SNG 6VDUSTRiF 5 U TOP 98' WTR 1446.OS I I AJIhIVG ,u_Lis I lL CONSTRUCTION NOTES %-,\w 1E ("D18" PVC C-905 CL-235 PER EMWD 570. DWG. B-.v.TB 2 18` STEEL CML/C CL-153 PER EMWD STD_ DWG 6-40E c 7�j _ �gp 6•• FIRE HYURAkT PER EMWD STC, DWG. 6-36< rp `� - 1 �1 �, QR ® t._CA n 18' 'Ji A. 45 9XH ELBOW PER EMWD SPEC1rl^ATIDN`; u'HAPryI_ �C::LL 7'=4Q 1720 PRESSURE ZONE C�) 18" Dia STEEL/PVC ADAPTOR PER EMWD SPECrFiCAnoN< 40 20 0 40 90 ,20�� callCATHODIC TEST STATION PER EMWD STD, DW(:_ 9-662 VNIONS h UNDERGROUND SERVICE ALERT No DATE 1NiFAL � P1Pr1m PPRDee' 9v' A-e APP Vo DA rE WATER AND SEWER APPROVED BY: = CIVIL ENGINEERS - t {AA���e- DES�ED EASTERN NIIMVICIPAL WATER DISTRICT ^ A L B E R T A. ' '2i� 04 wa 0,o. 6.65'1)CRAM6f To F.H ( �-Paz) ,Q / EASTERN MUNICIPAL WATER DISTRICT sZ 'v '"` Z)—,-.;_ { BRAWN s.z. 1G Cfi;oe JR'v:A u CALL: TOLL FREE rD 3766 HACCRAY ST. a°�E~�`�a -­ ­ DAVIS C472W. :z-3:-o /t T `' n :PACE' WINCHESTER VALLEY MFRASTRUCTURE CFD onit-- 1 800 NRBB RIVERSME CA. 92506 REFERENCES r �• E Ee No. C4 08 G" III(a, NEWPORT ROAD WATER/SEWER 1MPROVF.NENT t64\ 227'2600 A S 5 0 C I A T E 5 (951) 686-1070 ' ___ /rs1-. CIVIL END1rtEy a ;uecrv:s:DNs DA E `-L's"Err''D PLAN AND PRUFII.E -a.-::�xoal..a�-c:e m vxiw an Bae.v mz F.NGINEERINO CON9L'LTANTR FAX (951) 786-1256 '�; Onr' X' PaDJ. ENG TI PL //OATE STA. 19A+00.00 TO ST;1. L i U+00 UO ='_ :' pp APPROVALS — - D _Z rre.acem�-ws -- FOR' PASTERN MONILtPA: NA .N ;118 i7_4:i - X133-80 rY k` L i$. ■■■■■■■■i■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■ ■■ ■■■N■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■N■■■■■■■■■■■■■r■■■■■■■■■■■ ■!!■!/■■■■■■■■■■■■■■■■■ ■■■■■■!■!!■■■■■■■■■■■■■■■■ ■■■■■■!■ ■■ ■■ ■■■■ ■■■■■ ■■■■■■■■■■■■■1 ■n!! 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I FXH ADAPTOR ?Ell © ;�INALIB-51�11 END _7ERNTNAl 24 LIS S8933 19'K _ O m �.•t.® R/, FUTURE R1w - p �1 �1,1'iLu,.� L_6AJSIN�_�sTRt5s URE' 6�iI �� I� � II29 EAST LOOP W^ENEWPORT ROAD CONSTRUCTION NOTES STUB DATA © PVC 35 PER EMWO S77). s GRAPHIC SCALE � r STD. DWG. oADAPTER NTRo .I la +� WATER PIPELINE END PLUG PER EMWD SPECIFICATIONS O . , wG. B-255 TELEMETRY TERMINAL POST PER EMWI? STD. DWG. 8-533 AU eu U 4U 80 120 PRESSURE I 010 FIRE HYDRAUT PER DAD S7a DWO. 8-&2 SERVICE r IR T A. CIVIL ENGINEERS 1.800( WE CALL TOLL FREE � , .00 RIVE%ME CA. 92W6 OW V-32-M 'DATE, �r'g3 -� ` k sT, z (EWMD'.B-R83) W.141 L.F. Y _ - - -- - - - -- . __. _. ___'_._—«T--._;i_ _—_ �__a__— �..T-•--- ._ _ — .__._� --__•—_ �_ _r _ I : t._-1_._ AESIRAIN ALµJOZNfS- __ -1-_. .t— i , w ON .- -_ _. _ ... -. . .__. 1_.•_ - . _._ ___ _. 1470 ' FINISHED GRADE O' AT + 0 EN - + O w RI d - - - E" --------- - CQ 1480 ..V1W .. 4'+g094g.. - - - EXISTING GRAD E . _. ��_. -,-�. - :,=� �.__ -. -._. __ .-. __ AT CDF STREET ---- ----------- 1480 O13 0 77i .0048pa x+E. s m - G: 1 PVC _.___- rilS905 Cl-235 E �y v ,e 1450 _ V 1450 PROFILE SCALES NOTE: 222 223 224 225 226 HVERT . 1"=40 ' VERT. ECOONNTRACTOR SHALL VERIFY 227 X29 229 230 231 CT 232 233 234 y OF ALL EXISTING FACILITIES PRIOR TO coNsrRucrlaa 18 PVC, C-905, CL-235 48 & TELEMETRY ABLE 461--180-04D i ! WINCHESTcR j / WINCI14ESTER WlN HEST 7 `R/W IO CURB/GUTTER — — O �CURB/GUTTEP O O Q F cQ O ! I c O O W d n CURB a N. 93 02 ) -_ RAISED INEDIA9 _ 589'33'19-K \� �. STREET Q '' F 02 W225 - 226 22Y I P 229 :I�.— 230 23 _RAISED NEDIAN 232 - CUR9 r xi 1 x ! 225,00.000 2 j of -' z W CURB /GUTTER E l P/N �L CURBISUT tER w ant-laa-a4s i - ----- L.!-wS1NG INDUSTRIES a : , -- - 45>✓1D0-J-%? N '�'.iIISING INDUSTRIES ' 1 LANSING 1NDUST,'7/ES Wfok E NEWPORT ROAD CONSTRUCTION NOTES O1 18" PVC C-905 CL-235 PER EVWD STD. DWG. S-408 -RAPHIC SCALE :-=AO 1720 PRESSURE ZONE 9 2" DIA, AIR VALVE & AIR RELEASE REP EVWD STC, DWG. 9-367 14 7� Ao 20 1 ar ao Izo s' UNDERGROUND SERVICE ALERT w °.re INITIAL �W sw10 T R AWVO , DATE °e WATER AND SERER APPROVED BY: °AiE EASTERN MUNICIPAL WATER DISTRICT eiuzs '- CIVIL ENGINEERS - - 1 /{//- ,1 EASTERN MUNICIPAL WATER DISTRICT o2Sn+1s0 sz. IofoSio.: qT NI OPAL L.a'_;ER DI < aV2a CALL: TOLL FREE A L e E R T A — cEA4 Aw- 4, - • _ g1e/ uup sz. oiosia vERSI t 3788 NC(RAY ST. �W� q ee oa s c4n00 UPP. 1z-31-M - � Ta O �AINCFESTER VAI LEY IFRASTRUCTUFiE CPp _10878 1-800 hDD RIVERSIDE CA. J25O8 REFERENCES (1)cw� 11116104 Sam BIPORT ROAD WATER/SEWER tMPRUVEMENT PLAN -o:�n zas 4 ----- 10. uTLat7;1TTE0 PLAN AND PROFILE, UA-"xN/u8-a8 00 A S S O C I A T E S PH. (951) 6136-1070 1ca1 rv1L EAGIeFFA o smlvlsaNs ogre m,o.a.nn svE.N o1. eaclWeewnG CUNSULTANTQ FAX (951) 798-1256 _ '� e1va. se• TIAL °A STA. 222+00,00 TO STA. 234+00.00 s 9 � 20 °' APPROVALS . 9 FOR EASTERN KAVICPAL WATER D ISTRSC( w o. o3-olza MICATIM N0. X33-u3 MEOW— ;_' ALL _JOINT .. 1 -• '--t- ' ...._. : ' STRA 9!`fEO�OA-4.FT-� :- t - -j- '',.. _ _._�_ _ � ::.... � : ..L _ '_. a_ .A.J. : t. 1-470 ?._ - - , - EXISITINB AdE f �_.. f AT Clor-97WET - - _.. _ .. __ _ ♦� . - - i - AT —— --�. �.-_moi—T--_— 1460 + -------- _ _ ------ ---- - - o W v C.C. 1 PVCS•rO.8845 C . . .. - _ - W 01 C-905 CL-23 ` — _— 1460 P 00 - dii ��- 0045 to fy. S='0.0048.. +o.ozs3 C.G. 1:8.. PYG s's c C=a05 -CZ.=23 y s=-1.0x1 mo W Ey .. WW S=+1.0625 5 x.W 1450IF m CL-t50o i _ E. E. x e �'�w $� m - 1450 QLL� +'Xo 6,j m d 6+0.0094 1440 �� K� 01440 " DOINT PRr OFTLE SCALES HORIZ. 1'--40 ' NOTE: 234 235 236 237 238 2391 VERT . 1 "=4 ' CONTRACTOR SHALL VERIFY 240 241 242 243 244 245 EXACT LOCATION AND ELEVATION 246 OF ALL EXISTING FACILITIES PRIOR TO coNBTRu TION E48' VC, C-905, CL-235 BEELER ROAD S. CIL WILOCATOR ; REI TELEMETRY CABLE i 2-60" RCP 23 234+78.00 NEWPORT R0. 5 7 f4 16 BY OTHERS =9+52.28 REELER RD <IJ r 18'X18"X12" FXF TEF 36 NE RT RD . . /Ilv$IN,ry U�jj(/STr�{(>;$ 23 235+17 I 18- FXH RSGV (W) l =]0+]].00 LFR RD 12' FXH RSGV (S) ZOO-QI- ENO PLUG/ AP 10' SWR 'I - _ _ R/WIySII+IJ �I�UC� R/W SHi 19 235+02.65 ( NEWPORT R0. - O — — _ O _ d0+00.00 i REELER AO' CURB/GUTTER I — — +/w O x235+17.05 NEWPORT RD. I 18- RCP + SONO.00 BEH eR RD BY OTHERS -- - ,">CURB/ UT EF 1 b ( MH W6 (8-53) II Ba 235+36.29 NEWPORT RD.= !7 84" RCP I 9+52.28 REELER RD. Ey N BY OTHERS 18" WTR X-ING 10- SWR ��- /i' + W CURB 'I m f9 BOT 10' SHR-1448.31 I + W EO. TOP 16" WTR=1446.93 �I -- CURB RAISED-WOTAN STREET It RAISED MEDIAN — M 238 23 - — CURB F4 W lG 234+50.00 6- w. 235+25 00 - '- 2�3 239 240—�- --+---_ - 1 _ d W W�j F.M. {8-361) CURB z41 1 _ ,_. �'.L+' p 24 TELEMETRY Q i,+< 16" WTR X-ZNG 18- RCP nl I -'- 243 —244 __?AISED MEDIAN �� � �7 a 2e< -- TOP f8- WTR=1447.07 ^ -I CURB � � 244 '�T 45 y-T A eW TER. (8-533) ,I BOT IB- RCP=1455.B0 - �- -^+ 2 110 S89'33'19'W I ' DO W pl r F =HT1 235+]G,00 STEfL/PVC 27 QlRB/GETTER x 0 AOAPTOR. C 20 ATHODIC ( E4 _I TEST STATION (B-662) f - -R/M U RE WTR ED LIP CURB/CJTTEP ------- 9+42.28 REELER RD.= ] 21 234+75.00 NEWPORT R0. J I0. 1B' WTR X-ING B4' RCP --t- 123 BOT 84- RCP-1449,834sh-2�D-JOT ENO PLUG AND CAP FUTURE R/X 3B r 38 TOP 18" WTR-1446.83 ST"/r{CRFST INC, _'R/.a W N FUTUT� WTR ! FUTUR WR ARCRO-T 235+16.10 NEWPORT RD $TAr'7GFlF$j /fel! _9+ 0.0 REELER RD. 23 CONSTRUCTION NOTES ENO PLUG/CAP 1 18" PVC C-905 CL-235 PER EMWD STD. DWG. B-408 16 '8" DIA. FXH ADAPTER PER EMWD SPEJIRCA➢ONS BEELER ROAD O VV E O2 S" STEELCML/C CL-150 PER EMWD STD. DWG. B-408 n 18" DIA. 45' HXH ELBOW PER EMWD SPE"FI17ATIONS NEWPORT ROAD O A D O3 12" PVC C-900 C-150 PFR EMWD STD. DWG. B-408 f9 10" SEWER MAIN PEP O S E-I r 1,, n E EMW„ P_^Fl_PT'On£ STUB DATA O 16" DIA. RESILIENT SEAT GATE VALVE PER EMWD STD. DWG. B-255 O 19 <�__; 18" DIA. STEEL/PVC ADAPTOR PER EMWD SPb +.t ATI;;NS S WATER C.G. a END SLOPE DISTANCE BEARING O7 12" DIA. RESILIENT SEAT ;ATE VALVE PER EMWD .STD. DWG B-255 21 WATER PIPELINE END PLUG AND CAP P -. GPAP'RIC SCALE 1"=4p O � PER FMWG SYELIF1CAilON'' a _ _ _ -_ - I U 112- WTR I 1455.93' S=+0.02001 10.00' S 0'26'31' E Q 06 6" FIRE HYDRANT PER EMWD STD, DWG. 5-362 23 SEWERLINE END PLUG AND CAP PEP eMw9 S2LC.FCn BONS 1720 PRESSURE ZONE 40 20 0 4C BO 120 O PRECAST R.I.C. 45" I,D. MANHOLE PER EMWD STC. DWG. SB-53 2d TELEMETRY TERMINAL POST PER cMWD SID. .DWG.REVOONS H-ti33 4 14 18"X18"X12' FXF D.I. TEE PER EMWD SPECIFICATIONS 20, CATHODIC TEST STATION PER EMWD 57,2 DIYG B-E62 awgOv o Br: UNDERGROUND SERVICE ALERT CIVIL ENGINEERS ND. DATE ,NruL DEscRroTIGN AGPVD / DATE I WATER AND SEWER APPROVED By: DATE EASTERN MUNCIPAL WATER DISTRICT txe-i�35 � ^ A L B E R T A. IZlb oy CR- 6.0. 8-357 NF�To fH. g- ` Q �. �1 DESIpvED sz. 1n/D6/oA CALL: TOLL FREE A �e A. a r/'�= EASTERN MUNICIPAL WATER DISTRICT - c ��j�j j� Na GRAKK SL. ]0/Ofi/0� E 3788 MCCRAY $T, 10"3WR 6RA0¢ CRASJGL �O 4i (� d�0y/ IJv RIDE OUn'Y_ CALIF('PVIA 4 /33 1.800 11 L' L� RIVERSIDE CA. 92506 1 gg� 1 m A. DAMS C4]zo EXP. f2-31-OS PATE /� � WINCHESTER VALLEY IFRASTRUCTIRiE CFO n 0 i REFERENCES �A-4'�i 1. lS c..4� 22.2600 PH. (951) —1070 m. unaa t(IlA/4i NEWPORT ROAD WATER SEWER IMPROVEMENT PLAN Ern+ reB-1e A S S 0 C I A T E S 11!=]1- CIVIL ENGINEER IF 6 IVI5IDN6 DATE StIBNITTED PLAN AND PROFILE x44-o4roe/z4e-0e ENGINEERING CONSULTANTS FAX (951) 788-1255 cSm. TI"L °ATE ST . za4+Ao.0o D PROFILE 246+00 00 v+- F ne acro nn W<ro w oa VAL.S M, T(MI FOR: ,-;ERN .IUNTCIP,u WA -ER DISTRICT SPECI�ICATltt+ W `133-3a x r .. ----- ------ - - - > - - - ' - -..� ALL IJO N 1 FA RESTRAIN ALL .IJINTS _ t I I 4486 p m m oNo FINISHED GPAOE2#70 N O 1470+cc i N n JOTS - ko N Pl W d a v o° W ---.. p ti° - r m __--____ _---- -___- _-- Oq -Il-r- W,Gi 5-+0.0032 W PQ W 5--0.0148 -.m °0 "T-. . - -_ �W S-+0 0010 12 S'+0.0113 Uj (^ s^-G.o1ae 'c +0.02 1460 a`- s-+t.ovt C.G. 18" -PVC _� "i E C.G. 18 PVC �- .010 °h � ri o C-905 CL-235 _ 1460 C-905 CL-235 C.G. 18' STEELI N� >' ; CML CCL-150 \ o of ti o� S-0 0056 0It 0 0 0 n x x • e _ .. NC C NIU 1450 N e�� mn . me. _. m. o• a� an 1450 oca o om m� �VNti PROFILE SCALES mz mz mz mm _. HORIZ. 1 "=40 ' Nm N U VERT . 1 '=4 ' NOTE: 246 247 248 249 250 251 252 253 254 255 256 257 256 CONTRACTOR SHALL VERIFY f ON OFACT ALLLEXISTING FACILIATION AND TIES FU UPE R/W LaY14 L EI�� i PRIOR TO CONSTRUCTION _ yg S TAI�+E 4gx�� TCE E _ _.�-' �•_� 18" PVC, C-905, CL-235 sPil 'O�pl'D y3/ .r- drJ-OOn� �JTURE uae SWAT �F[-? o „ GypL BY GrwEFs 48' S. CSL WILOCATOR WIRE p ST/71 S zFuruRE cups & TELEMETRY CABLE v O \ I Ua F/W� 2-6p- I 3 1 O \ BiGU.._P BY RCP / 8. FTCE UTURE P/W / Lc O .�, OTHERS ;8 - 'CE - R/N 248.92 / o vF�10.7WPORT _ ---� WFl6i GD-,TE - ~Nv 1 ` X10+00 4B 2 NEWP / _ ENO pL 00 ADAM q G_�/e�g - __ �--� t �t �r nl O0 Q ADA Opr RD �' UG/CAP - - I 1C1 CT, I `_� s sr 0 Fd' c 2 13 1s 248s — . B SMR _ _ ININC;-1c5 1 _ �C�7 \ C s23B°�cp��-� - spr 1B _�_ 9+ NEMP W �_ _ 2.X18- 2 F r� I� W -- CURB/GUTTER : -� fB- REP ,.UPr. _ �/1�: --- a> 0p — -- -_ I __ _- aaoP. I__ 9- ADAM IT PSG �T�R3`seB MEc-4/y 1e XH 40 p rs T EE �� __—_.—_ _ __—_ _ — _ BY _ { _ T— V N/ o _ _ '.Illi ry 248+52 2 6 61 - _ T U - __�__ I rB. N 54 z;U.I BOT 'p 2.60' 4`2000.00 / 236 a4a _ :I TOP IB- CP Se9>.50 4=25.28'36'- -sem.<. _� ?BUF. _ La 4B -�� _ TR=1353.4r ! '=889.30' I) - \� I / 00 GO / / STREET t PAIS- 26 -25 - 9Y CTR`- t 1 452.12' J ,,I 1,1;' -r--- --�. ., ---` -- = Lbn 'y _ - A C_aa11G T ry \ 36> I I - _ - h i 3+52>2 JA NEWPOPr R^ -__ z5] 25z __ 253 LEME TRY �.z Il+rl' BOT B SNR BT SNP - ___—_ ----'«CURB/GUTTER 4 255"TERM AL IBE5'-3 ice_' 2r 42." TOP 1455 2 I l0 . IB" WTR- 9l cN I 19 - '4354.33 i ca 251JJO.00 2 O ` -70 / ,. ,�. O pL UG AO�WPOA .SHT II 48+94 - l A AR (8-351 1 _i_-- —- -- m 255+6T 36f- M ,^�00y END 00 r MS S' 'ilk i ADAPTORO�4 rHOL/PVC 1 - ____ - 1 0 4 63G OE YI �T�_.,L✓7) rn . 'FO µ�]I \t- TEST DZC��?�2J yCURB�GUTTEq T RGP• ST4T rte. FUT!/�f T 1 � 800 R: 4E"'.CE FuniRE Cupe sopr R W 00 A 40 lw _ fl> � Pfr ENO PLUG/CAP ST �- '<�� �� FUTURE C ONSTRUCTION NOTES e URB w/® 'ADA-NIS S ET 18 PVC C-905 CL-235 PER EMWD STD DWG B-4U8 T1VL I' 18'" STEEL CMLIC CL-150 PER EMWD STD. DWG- B-408 1661 a �l,r ER EMW7 SPE-FIC, l: � A. �Xn , P7�k P CURVE STUB DATA (OLD) PATTON AVENUE 12- PVC C-900 C-150 PER EMWD STD. DWG. 6-408 X c_BOW P_R LMWD E /' _ 8 uV 4s� / /5 6- DIA. SEWER MAIN PER EMWD SPECIFICATIONS aJ; 'B J:A. STE L/I/., ADAPTOR PER EMG O R CH 1 T __- -�' NEWPORT 1111,,gq'TT yyy���� ///` p� ry� y� �y 18" DIA_ RESILIENT SEAT DATE VALVE PER EMWD STE) DWG H-2 t p1' 4ATFR PI-EL N vU ` UG' PER EMWD ( + a S �d 2048 00 j 903.]6- 910.64' 462.9]' 25' 2A' 36 i 4� lam ' W f / '/ /i L.J' I p-J®A ( � ^) , GI-'AP„I `C`C -"' _ J dr V llb 1/ 1/1V Ae/i I �) 1T DIA. RESILIENT SEAT GATE VALVE PER EMWD STO DWG H 2S 2j'. �EWER P/PEi.I'xF VJ 't GG PER EMWD WATER C.G. I ENG SLOPE DISTANCE BEAHING J 2. OA AIR VALVE & AIR RELEASE PER EMWD STD. DWG. B-367 ¢<V _CcMr P" TxPwnlAl. p5' PER EMWD T. 0 �� ,G ]2' Wre 4364.]o s-+o.ozoo moo sroz'a5 E 1710 YRESSUKE LONE 4o D a.. o w) 18'X1B'k t2" FXF DL TEE PER EMWD SPECIFICATIONS JATHOOIC TES _,A--10t. PER EMWD ST,I M(; r..-. FAVOONS -' UNDERGROUND SERVICE ALERT uo DATE SNi<L _ D.,T � A G �I� - WATER AND SEWER .+rrRoveB BY: x I ,].I AR*ANWAL WATER DISTRICT °"118 __ 'VEERS I 1a 9o4 4P o'avRa �. _— c�c M ArA�Gnvr, c4T2� r3rrr D � EASTERN MUNICIPAL WATER DISTRICT i��uSRLVAk _ :•r;n _- I 'n 4� 1 800 WE RR VERSIOEOCA arT ,c — EA N CIVIL ENGI. A L 8 c R T A. _ -_ 227. L FREE - ST. -- r LLEY WRASTRUCTURE CFO "- 1a71 CALL TO nLL ,I - 92 06 ' REFERENCES V''"�'x �t`� �. tUto" `E0 NEWPORT HO\D NATER/SM WER IMPHCNEMBNT 1' 1Nw. uTeoo?600 1 A T E S PH. (951) 686-10770 _ _� __ �- -- te-�t_ Cn1L t Ia AEF or wercvlsi N DATE1NIPLAN AND PROFILE I -�unnei2ru-oe L� Tw w,w wrs¢o.ams ENGINEERING CONSULTANTS FAX (951) 788-1256 - __. �,t� ClYlb PRDJ ENG ilAl GATE STA 246+00.00 TII 1Ti L58+00011 }� F '20 APPROVALS T*' — __ J-iI 4_11': -1, rvt Ui`. 'HiI -C j 933 - 88 1 i t I. I ALJON ---•---'--•-� __r.. 1_ ! 1 1 -_- 1 _ _ _ _ _ _ __ _ -r'�-- 1 �-.•-.__ ?' '1- }—, � - ._''�___` ._.__+- - 1__.:-,.1---�.:_.. ___.__`—i--".—r-.i-- �--+-.�J-t_._ ._ _✓ L L __I--.._ _ ' -1 _-a—t i I , � -i j ,, j �' 1 ! 1 ' i 1..:; -i '', , � .' '- � , I 2 _.j �_-'- - - 1--f-� 1-'-"i-•-='--+-•- �-1- _ _`i .'' __._. '- ___ -. _ i....1- j --_I_ ____� �:_�.� __� .-� . - L� r _ � - _�.'_____ it - - __�_ - � i �- i 1 - - � T XL T - - h AT t OF STW T -, A7 SYREE: i - > : - _- i ._ _ . ';_._ , -,:- •- _',. E - . /.jam-- t-.._.__�_1_. —__�_1._. _ _ 1470 _ { - _ - --- - - -- ^' ---- — -- + ---- - - - {+ 1470 m — QDF-PER ENWO62 . ;0050 O 3PECIFICa7IONs. - -^ _ NE _TA. . ._--- - - [*7 _ _ _ .__ - _. __ —. 50 -- __ C.6.-"48' PVC--C-•90 ' Wwm ICL-235 1627 FZJ t AA Te z w G.G.-18" PVC C-906 N ee o VI E 9cN CL-235 1720 PZ n x _� - _ _ m C7 .._ 460.. 1460 - - 1450 - PROFILE SCALES VERT. 1 "=4 ' NOTE: 256 259 260 261 262 263 264 265 266 267 266 269 270 CONTRACTOR SHALL VERIFY EXACT LOCATION AND FA FACILITIES ELEVATION 18" PVC, C-905, CL-235 (1720 PZ) SEE sxeE-r ie 18" PVC, C-905;—CL-2357-16Z7 PZ OF ALL EXISTING FACILITIES PRIOR TO causTRnlcna4 48' S. CIL W/LOCATOR WIRE RICE ROAD 48' S. CIL, iV/LOCATOR WIRE ) & TELEMETRY CABLE OLD RICE ROAD 65 5j & TELEMETRY L.SBLE _ 44' 38 265+02-56 f NEWPORT R0. 1{b�-`J�Ji'�� - 7 '� % -12179.43 f RICE R0. R/W 4b1 ?� OI GA1 E T /R/W _ _ - V :� _IrR/M CURB/GUTTER. � `a CUR6 GUTTER T O EX. RICE RD` / ci EX RICE RD ="� 18• WTflI:J~ i y 71 - ...1 co /y ' SHT 18 _ 30 { + "q IC3 c v� / / 18" WTR _37cQ W ¢ - "—__-_. �GURB _- - -( CURB SMi m m Edy -�_ STREET f 1 CURBN64*2B 23-E W (meq W2 e 8 RAISE✓ MEDIAN 280 2R1 N6)1'2B'19'P 2R2 STREfiT f i 9 2RA - 2R5 -��_ - - __Jyg__ Rai p yEOZAN < o�T/] W z 6 6 13 fb 264165 55 AEWPORi RDS 7 �4154+7'2 55 NEWPORT RD Tf'XIB 43 Ri CE RO +31.43 RICE P0. 5 f6 1B CURB ,J9BG7 ]8"X18'X18' FXF TEE '7"'- 0' FXF ELBOW 12-I S" FXH RSGV (N 6 S) FXH RSGV (N) STA. 266+20.00^N64'28 23"E 1B" FXH ADAPTOR (W) 6" F.F.18-0161)Ui._ �E.1 ,�--! �. _. ; / ,. �`-' . FXH ADAPTOR (E) �` - I 1 ¢,+ 1r�� N64-26 3 E E 18- WTP E- CURB/GUTTER - -' -- - SELF 18 i 1 CURB/GUitER R/w 264+20.00 �� — — — / / / -t269+D0. - a 262+63.72 6^' F.X. (8-361) � � i 9� (8-36 T, � �JZC�"CjO`. R/W / 18" WTR X ING 2" GAS CI` R W BOT 2" GAS=1467.66 / I j 4b'7-2J'J-"OJT NLLLrEST�F7 '' P/W TOP 18- NTP-1465.22 NUYCHc STE? _ r R/W OLD RICE ROAD -�4— —' — CONSTRUCTION NOTES � Gf a RICI'. ROAD O 18" PVC C-905 CL-235 PER EMWD STD. DWG. B-408 v O6 'B" DIA. RESILIENT SEAT GATE VALVE PER EMWD STD. DWG B-255 m SEE SHEET IB ` c ROAD O 2" DIA. AIR VALVE & AIR RELEASE PER EMWD STD, DWG. 8-36 7 NEWPORT ,L 1R 6" FIRE HYDRANT PER EMWD STD, DWG. B-362 9 O 18"X18"XI8" FXF D.I. TEE PER EMWD SPECIFICATIONS ~'d C k k GRAPHIC KA: 7 1'--,c m 1720 PRESSURE ZONE 1G 18" DIA. FXH ADAPTER PER CMWD SPECIFICATIONS y W N C " 40 20 0 4G HU 12a fB 18" DIA. 90' FXF ELBOW PER EMWD SPECIFICATIONS 162 PRESSC RE ZONI� Z L ° UNDERGROUND SERVICE ALERT —�wegNe — e y A Eee/e'.' ��$� WATER AND sErex Arpxove0 BY: EASTERN NKJNrPAL WATER DISTRICT "/1 121304 KR e.L 95� NMJ4E 10 FH. I E-362 �,�0 a�Y - 4 DAv1 c4T eXc. 1z-'Iros �' 'Ey EASTERN MUNICIPAL WATER DISTRICT � o sr Ic,c.io4 ut✓E p�.i7E r:�D:nPN.A ,Las CIVIL ENGINEERS NT.� o DCa1PTIG rovn - o°* A L E1 E R T _ A. �c w, wawa s.z. 1oT rvoa -- , 87e CALL: TOLL FREE 3788 MCCRAY ST. —..— — fb WINCHESTER VALLEY NFRASTRUCTURE OFD 1.800 WE RIVERSIDE CA. 925106 --- REFERENCES r vim"+ HI/efnu �4IEU NEWPORT ROAD WATER/SEWER IMPROVEMENT I .Ah x c ___ m. aaff CIVIL SWil4EEa GT rd:BOlvfslo.�Ti susn.rTEo PIAN AND PROFILE ?1,�-l�axuai2.e-oR 227-2600 A S S O C A 7 E S (951) 686-1070 _ __ Sear m �" m wuc un eo.w vu ENGINEERING CONSGLTANtc FAX (951) 788-12556 — '��� UL> ' APPROVALS u [W I IAL 0 TE --- Ls STA. 258+00.00 TO S-A, 2.0+00.00 ^� .�=.y 20 mu Lm I FOP EASTERN MIMICiPAL WATER DISTRICT V�—cFT�ATlw Ne. G r _ J T N _ � C a 77 I n LLE NJ+ N T 1 J al I all_ S m o � _ m m m Y 00' ♦ L b m0 b U I b 2 I I i I I _ I I L (_ PROFILE SCALE 1 .. HORIZ. 1"=40' NOTE: - _ _ _ .. -- - - - - _. . _ 1. __ VERT. 1"=4' 258 259 260 261 262 - y - CONTRACTOR SHALL VERIFY 263 264 265 266 267 268 269 270 EXACT LOCATION AND FACILITIES ELEVATION SEE SHEET IS E'NO IT"SWH.MAIN OF ALL EXISTING FACILITIES 18'" PVC, C-905, CL-235 (1720 PZ) PRIOR TO CONSTRUCTION 48' S. CIL W/LOCATOR WIRE RICE ROAD END PLUIG*CAPZ 18'" PVC, C-905, CL-235 (1627 PZ) & TELEMETRY CABLE OLD RICE ROAD � 1 48' S. CIL, W/LOCATOR WIRE ss' 1 f 61-20 016 / , R/N 44 26s.Dz.s6 Y NEWPORT RD. & TELEMETRY CABLE X32+79.43 (RICg_RWGARRET / � v' fliN 4b7-200-DiD i O CURB/GUTTER ^ \ H E . RICE RD / w EX. RICE PD 1B- WTR i w p (~ n n �� I / 0 SIH'18T 30 PRDP.48"HCP ��_ - O (� // rCURB / BY OTHEfii 2 m m \ (— \ O C � CURB SHT 1 — !(ffl E \ _ t/A� B 25y RAISED MEDIAN 2sv �/ 4 8'23"E` STREET [ m �`_ - - CURB 6(E W i Zet N6 '2B' m 262 STRE T 9a 264 u _ C~ W�,+ / CURB A, f3 l6 264+65.55 NEWPORT RD. 4+7 .55 NEWPORT RD. �7 B �� PA ZSEO .NEOIAM1�` [03�-7 �n > =12+31.43 RICE RD 7 Io 2+3 .43 RICE R0. 6 16 1B \ CURB m n v CURB w n 2' GAS 2-IB" IN S) STA. 266+2 .00 U / N64'2B'23'E 18' FXH ADAPTOR (X) 1 -g ' FXF ELBOW n ,yam I"A i 1 1 F H flSGV (N) f0^ r.l 1 F H ADAPTOR (E) 6 F.F. ( 362) Qi x R /Guam d E 1B-,,ATR HT 1H [.' I �� CURB/GUTTER RIM R-111 / / 264+20.00 19' 262+63.72 f0 6' F.N. (6-362) 12"9WR P/N 269+00.00 / / 451-2DD-'01F i R/W / 18' NTR X-ING - GAS SRT 18 2F wft56N & HO 2 9 2' AV/AR (B-367) R/W / p/p IB"WIA:Y-ING -A98"RCP L-,TER A/W BOT 18 DAS=14 7.66 SOT 4arA0vvTK.=1465.91 TOP 18" 466.22 �� TOP 40 RCP = 1464.It (I/ 65+08.56 NEwrCAT.fto. RIM SWNCI-EESTER OLD RICE ROAD 2 lewm.Y•wG 212"swP So. r % \ SOT 18"YfSQ=1466.90 TOP IV 51(E�1458.18 55. I 63. CONSTRUCTION NOTES AM O 18" PVC C-905 CL-235 PER EMWD STD. DWG. B-408 Q2 9O IT'SEWER MAIN PEP,EMWD 5PECIPICA"Cp4S BELL , AfAtN i RICE ROAD as 1451.98 INV. ;05'RIGUT SEE SHEET !8 O 18" DIA. RESILIENT SEAT GATE VALVE PER EMWD STD. DWG. B-255 END PL8G4 CAP 9 E p p O9 2" DIA. AIR VALVE & AIR RELEASE PER EMWD STD. DWG. B-367� LWPV T ROAD j C Q f0 6" FIRE HYDRANT PER EMWD STD. DWG, B-362 Y 9 GRAPHIC SCAt.:i 1"=40' f3 18"X18"X18" FXF D.1. TEE PER EMWD SPECIFICATIONS m C 777777nmommmil 1720 PRESSURE `LONE 16 A XH ADAPTER PER EMWD SPECIFICATIONS N C 2 40 20 0 40 80 120 18" D/ Fa m F fe 18" DIA 90' FXF ELBOW PER EMWD SPECIFICATIONS 1627 PRESSURE ZONE H v UNDERGROUND SERVICE ALERT APPROVED bY: ' CIVIL ENGINEERS NO GATE I"tin OFSCRTPTIO APP VO / GATE HATER AND SEWER APPROVED RV: DA E EASTEf�i AI�giCpAL yygTEq DSTIBCT A L B E R T A. rtl3 oh K¢ e.o. t�Eu'ty, DEs1seAB ss. 10)06/oa In. Bs6/1035 CALL: TOLL FREE " ' ATO R' 2 pY EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY. CALIFORNIA S.A 41/39 iSyS MAT 3788 MCCRAY ST. 2 8/29)05 AtP ADo sw6.5Eav,cE AUD PvaP sus�n Deau1 6 ,�vE"ori ( rXUNN sz. folae/w uwrn 1.800 RIVERSIDE CA. 92506 � N A. OAYIS C9] f . 12-31-05 DATE TRACED NCHESTER VALLEY SF}ASTt;J('�'�•' �227.2600 PH. (951) 686-1070 a REFERENCES � � Qo �. 1(((plpy DEO ED NEWPORT ROAD WATER/SERER IMPROVEMENT PIAN caao. MB-16 W. uTea6 CIVIL ENGINEER OF SISDIV1SIONS SUBMITTED PIAN AND PROFILE 24A-w6w/E1B-w . 1"1 I IAL 0 TE m wfw wn ova"au me ENGINEERING CONBULTANT9 FAX (951) 78(3-1256 4ci •,Q STA. 258+00.00 TO STA. 270+00.00 BHT. Q aF. 10 Q APPROVALS F A. _ —_ o- FOR EASTERN MANICIPAL WATER DISTRICT X.10. 103-of2e mN 9 33-88 1 19 D l S 6 ) !. 0 I Li P 55 WE III III. NO i a h o m u n + i � --� I � � J" -� J _ _ n v t 144 TF f, I o Ps _ L , 0 A _F ' I I � , , t 179 N N v d _ , I XI TIG ONq LV' l<C�N� =_rkil _ �1� - 'p ��_*. _ _ -�- '. _to 1 { II _r�i —I J — _� � �.Osfl 1 I i -�� � �• _ I _ i �' I 1 _1 I I I' 146 t E 1470 o P - 6 -FINr 0 • - I -�i-' I Is_o 70637 ,. _ - -_._ r - j C T T ._.. �1 -�?_ -t-{- - . �, � -L-! y---!I- _ _4 - r-{.__�._r -_ I YY. IL-i. -- -'--- - ywl� y a�..._1 -!. _ - _.: z_ ITom- - __—� __1-4;5A � Ny n vi -I q v v� of ! *'- t j i� L J I-�-_ ! -_: - ': - .. fl m t f4sJ9 ti- _� .__ I Jam- r- -L..__ v v r :.. - _. ..,_.._<-_ ' ____ ..__'Ili_)_9_-�- -_•__! i-_L. ID :, I 1 111 'R.1'11 I � J ' I � ': �. � -~r--, r - tt�_.. I'( T-1Y-'fes-:_-_�_=, ��-1. __f _{ � !_ _F.y_ i 4i' rui x.� /I(OBJ9o_ - - -i'j 1 �` 'T I,')„g - 1__-1. _ _'_ -:�_ ._I PROFILE SCALES - _`+ - - '- -~ - ! i. � _. _I i_ _�-ALW +� �.w-J! _J +-�- ! -i _ _ HORIZ. _ ' 1 40 ' _e.. )..��.�I �. _�� !.,_'_-_'. L t_> , i k.�.l.�_� .i_-��... � -1 1 .�-i. � I �r -T- VERT. Ill _y _ _ NOTE_ 27p 271 272 273 274 275 276 277 278 279 280 281 2g2 CONTRACTOR SHA I ''RIFY EXACT LOCATION ','EVATION OF ALL EXISTING -AC/CITIES l IIH2 DD4 FUTURE STfZeET PRIOR TO CIN(S,RtiCT ION I8 PVC. C-905, CL-235 •• OF FLSTUPIE SYLEL=T 1�'LT. !c"TEMP 0.0. -`E 48' S. CIL W/LOCATOR WIR (B-56Bj _ & TELEMETRY CABLE Q Z>9+20.35 EwPORT av I t 10+00.00 4 NiJRE 5� I 2t,+20.35 NEWPORT RD=3,52.004:4NRE ET \ t I IIa IZ.DO¢R�7JRE STREE�T� 4 T 3i I8 x18"x12"ziT XiF IEE 461, 1 I • .` ,i - )f 112' LEFT ENO PL064 GAP t8'R9 GY C£1 .T R9G '(N151 14521 W'1. G RRc /) _ -Ai(J��-)JJ-0jJ l8 FK 14 ADAPTOR (Wl g4ga35.35 NER'PORT RD.= } ( GARF{_FT -- �-• 15 FISTORE SrY.EET R/N 10 06006 G9 \_ CURB 3 SCR/H T t I I l \ CUR6/GUiTER m RB 2]8+05.09 1 '� °a' 4 I 1 IT y _ HCR O , _ 2-48" RCP BOT RCF = f4fi2.2 L G — P WTI = 1461.Ot' T 4 16' STREET 2\ - - 2f'20" 't p 8Y OTHERS u m TO d f ^ - ` CURB -�_ _ --' "-- yi N6428'23E h -- 2>5 \276 _\ 2TJ 298 279 _ —` L CURB/GUTT � v W d ( RAISED MEDIAN \ + � ti .2706 277+40 90/27'7+46.90 '\ 278+14 OG 2" 9 E ��- ry aV/AR (8-36]) 15 RAISE, �F xi T/12 0 29: l (' : I ]8 X ING 48' RCP \ 2]5+00 OO TELEMETRY 219+41.35 NEW FORT RATS W 206 \ SETRCP - f459.6t \ 2]8+f9.00 STEEL 20 R WT. l2"sVtR G HED•a A, �w DO y I \ EflHINA� (8-5 = O _ r-1 > f- T TOP W 1455 61 2 A"Vmi. 1462$_O a {{ \ v( 33) OAPTOR R 7. f 1' i I f. \ 5 UR nPi 2 PI p5W F f 1 _ N61 PQ ' W i v I T _ C5 \ w _.--_ r. 5 8+88.W 4 Nr4ae sT N64 28 23" - \ mm it 1 4 G' I _��- — "'� 14 CURBCURB/G — — _ _ I•AV%AK ____ '-f t i y ( \ T 277+14%00 STEEL/PVC I V ADAPTOR. CATHODIC N frO)'�✓Q-OYJ E+ C I TE5T STATION (8-662) ^i��r f�. Sag8.o0�L NNgE T SH R/W ` \ BEG.12" SWR > v{Fi-20U'�T �� a E o PLL 4 CAP I �q 4J11VLr1ES7�R CONSTRUCTION NOTES O1 18" PVC C-905 CL-235 PER EMWD stn. DWG. R-408 d d 07 EMPORARY ln"BLOW OFF ASSEMBLY PEP,EMWD STD.DWG.8-SGA DIA.A;R VALVE LYR fiELEASE PER EMWD STD.DWG.ND,B-59B �� (,tib�1�� ® �� 78' STEEL CML/C CL-150 PER EMWD STD. DWS 8-408 ^ , `V�' O 2" DIA. AIR VALVE & AIR RELEASE PER EMWD STD. DWG. B-367 C C 3i 10'•x/8"xIT'xiT' F%F C2D59 FEA EMWD SPECIFlCAT10tSS y � n :T 9VC C-MO CL-150 PER EMWO STO. DWS.8-408 CURVE DATA u f7 18" DIA. 45' Hl ELBOW PER EMWD SPECIFICATIONS SRAP IIC "SALE ]'-GO 4� ;2'5ENER MIVN PER EM\ND SPECIFICATIONS m O 18" DIA. STEEL/r'VC ADAPTOR PER EMWD SPECIFICATIONS = m J fl CH L '. 1 G IB'DIA. RE5ILIENS SEAT GATE VALVE PEP,EMWD SID CWC. �-255 y m 24 TELEMETRY TERMINAL POST PER EMWD SID. DWG. B-533 m 0 0 o 40 eo zo 1627 PRESSURE 'LONE c5 1952 07' 453 98' 455.01' zz8.54' 3. 2f' 20' O 12'CIA.RESIDENT SEAT CAXE YALYE Rai EMWD S D.DWG.B-255 t t 27 CATHODIC TEST STATION PER EMWD STD. DWG. B-662 ~ mum UNDERGROUND SERVICE ALERT N7 DAIS wt IDL DESCRIPTION noa.vD 7 GAre APPaoveG 6Y. WATER AND SEWER APPROVED BY: DATE EASTERN NNINICi1PAL WATER DISTRICT to. uae/vas t CIVIL ENGINEERS 1 8/29/05 RLP AooW .45NM1t.96RVrCE,AODP2OFEL 5 DESIGNED Ez 10/06/74 A L B E R 7 A. EASTERN MUNICIPAL WATER DISTRICT RI:ERGINI IPAL CALL R DI s."- *'7U' CALL: TOLL FREE 3788 McCRAY ST. yeaM� C (f�8�a/ DRAWN z. o/as/o4 e-' i H.7. 10878 f R + w A. DAVIS 747200 EXP I2-3:-05 Gnr� V"�� ( IRACED WINCHESTER VALLEY MFRASTRUCTUI CPD C.a.i p I 1800 RIVERSIDE CA. 92506 yy P+ Y to �cxEz '>G _ _ 8 8 REFERENCES !I 11/(olo•f - NEWPORT ROAD WATER/SEWER IMPROVEMENT PLAN LUORp. 298-10 T Ic. uveas suaMlTreG w J 22�'2E�� p, PH. (951) 686-1070 CIVIL ENGINEER of SOODIVI61GNS GATE S S O C I A T E S . te-01- PLAN AND PROFILE 24A-O4e00/24R-00 i INIr1AL GATE STA. 270+00.00 TO STA. 282+00.00 SMT. 13 7. 20 1 �.nxlw 0`+3��you,, ENGINEERING CONSULTANTS FAX (951) 788-1256 'NCtrA PRoo ENG // _ arxt APPROVALS CT = _ p— WfR.avwR ewr ays FOR: EASTERN MUNICIPAL WATER DISTRICT Wo. 03-ooze SpEEffIGTIM rA). !� 933-8r3 r _ - — 1480 _. o {�y w t06 00 l F If - - - - _ 1480 _ FINIStWO GRADE <. 1470 O -�. _ ..._._ EXISTING GROUND _ OVER 87REEiE _.._ _ __- _ O PI o --� - O 1470 ., -- �� ---------------------- cQ W d cme5'-0.0050 e N PC C.G. 18" PVC _ — _ — � DO v C-905 CL-235 \\ a W 9 s 0S800 .0051 6 1460 x s�+0.0124 C.G. 18'" PVC ' C.G. 18"" STEEL 2. CML C CL-150 C-905 CL-2351 " 1460 s=+D.9925 o a ai '-0.004 om �m OUQ OQ v4NQ oiQ W W y� � �o i ` J t '•X mq1 0 � N I W N4)U NU u' a v Q Qa 1450 ! m oq 1450 0 OLi 01�t`. Oo 0 OR 1b O7 QT I ^w� IPRO�RILE SCA�Lo NU ES nip NU U NN V10 NOTE: 270 271 272 273 274 275 276 277 278 279 280 VERT =q . _ ±."281 2;T CONTRACTOR SHALL VERIFY EXACT LOCATION AND ELEVATION OF ALL EXISTINGFACILITIES PRIOR TDOCONSTRUCTION 18 PV—C,—C--9-05—,—C—L---23-5-7 7148' VC, C-905, CL-235,148' S. CIL W/LOCATOR WIRE L-- & TELEMETRY CABLE 45T20c--(AD 6dRRET (CURB r - CURB/GUTTER 2]8x05.09 00 18- X -NG 24" RCP / 1=e66�19 _ -_� O 8 PCP POP = 1462 21 Y O EYOTHERS ��� l BOP WTR = 1461.Os + ;- __ - T 134 162 _� - Q O - .� - �CUR6 -1 t _ _ -{-- - __ N64 28-23-E __ -- Lsi d RAISED MEDIAN -2)9 -_-.- �_. 2)5 _-- 78+1 00 2. r _ _ 0 � 2)A - _. i_A-.-- IMCV{ { � %c 1 - _. _.. -- --` 3)2 _- --- 2IA40 90/277x46 90 - �Rd/ OTF x DOC? 0 2)1_ ao % SNG 48 RCP F (1 UI �UR6 175-.;O.00 TELEMETRY 2a BOi RCP f459.6x ^� 278-19.00 STEEL 20 "1E')[4. er pM1NAL (8-5331 „/.1 70P WTR = ]456 6c ��; �� /PVC AOA. TOR ' (si / \ / (s7 H :_ x64 28'23'.°. � - _ I =—_---�----- o � �. N64-28 zs- - -- – ---------- `– CQ —�- CURB/tiCT7ER �j 277-14 00 STEEL/PVC - �+ _ �•�/WADARrOR, enrroorc TEST srATroN to-66z) ?- C'CONSTRUC'TION NOTES w , B PV C_905 a_ ss PEP EMWL i, ')A, W „N m / y ,F IP' STcEi CMCJ� ETP® T ROAD CL-150 PcR EMW� �.^ Wr ,1:?F D 2 DIA, ATR VALVE & ATR RELEASE T`ln EMW _WC 3- ,e CL C CLI- hE. D.dT-t .17 18' DIA. As ran aeow PER 'MWD SPEGF A ,NS � 0 p - - — 18' DIA STEE�PVC ADAPTOR PER dMWD SPEr ATlp1l: L EI __ 4' }� -� J^ 5 195e 00 n53 T d N iT -- G8 455 0+ 228.54 f3' 2C TELEMETRY TERMINAL POST PER EMWL ST., vWh B-533 y C � -- 24 � r ai 1627 PRESSIRE ZONE _ _2 _ A - 27 CATHODIC TEST STATION PER EMWO STD DWG ^-66 UNDERGROUND SERVICE ALEFT NO DATE INT:AL �vmip+s hT:m+ Ap, 1, DAT$ ELS, e�. WATER AND SEWEE ArrRoveD BY: ^� --- -- CIVIL 188 M GRANGERS _. _ - -- — JAMy/¢• L4Tpq exc „-os °f 8�/°�/ ADESM�ED Fz E '4 WINCI#ST R VALLEY 'NATER DISTRICT CAIL: TOLL 1.800 FREE tWtTT7171 RIVERSIDE CA. 92506 - - -- -- — _._ • A oAt REFERENCE,, EASTERN ic1PAt WATER nlsTxi ALTf Newvoer Roto a E t ,RASPTRUQTFORE GPD 1 1 ■N�JKJiKJ t . — _ _ M. "nag ` IA - 227.2600 A S 5 0 C I A T E-S PH. (951) 686-1070 tC-m- '.IVR. ENG1NFt=. ct stsGC<TSIG�S pA-E =u+"Il nee PL4N qND PT OFI Lh: --- _ _ __ IN'TIAL DATE 70.00.110 TO A. .'.82+0000 _1 - 20 V row:<urs vo[wmc ENGINEERING CONSULTANTS FAX (951) 788-1256 ��� �1M' fr ��p �� p 3TA. AJMROVALS FAQI. -_ + _ YL Z3- iiR OTcaFf i FASTFHN MUN.TCTPA.. WATER OTSTPl('T W S-FL:� �ATIGN N( '� 9aa-as I _. iFFILLY NELD DOUBLE PASS 4" --18' IC,28.0 L.F. IRA IN fli I do RFEEMATIV Al IS MO8-663)1 0 L.F. (ELAND -663) 87. RE TRAIN ALL 1 T 87. ---i- -1480 - x - o c - - _. _._ --____ -zN :. . 1480 LA0 m1D Z Q 3 � N wQ = 1470 0 L WN U ^eco m FINISHED GRADE FN �Q EXISTING GRADE AT ( OF STREET /J��� U wmu rmV cmi 1470 W mu AT SIREET —__--_.-- ,. W d ` W ---- ---- ---- --- - --- CDF PER ELAND COF PER EN NO N SPIS IfICATiONS SPECIE ZCA'IONS UI S— PA y m ` 14.60 �i Q ^' 5=10.0037 �" G' 9 C.G. IB"' PVC s=-J.Oafir I > C-905 CL-235 5=-0.0083 s-+o.9600 1460 C.G. 18" STEEL z C.G. 18'" PVC CML C CL-150 R ! x C-905 CL-235 o!a 0 oNQ, mM m m ez In, In 00 omm om O'Mp � Q O >O V� 0410 Omil f� U in I ox .N4 NSU m-U` 2 m mo'd mo aI mc? olnv +ae Nz i :gym mawm mm U tom roNo m¢ x mU 1450 N,, o e U h 0 0 olv m m c? BORE 6 ✓ACK 30' 0 D CONTINUOUS STEEL CASING cV m^U 11/2 WIN) 220.00 L.F. PER BAND B-575 x*1' b ' m a mIU (RESTRAIN ALL JOINTS INSIDE THE CASING) 1450 N UNU NU NU NIU PROFILE SCALES ' HORIZ. 1 '=40 ' NOTE: 282 263 284 285 286 287 288zas 290 291 292 293 yeNT . =4 ' (' CONTRAOCOR SHALL VERIFY ----' EXACT LATION AND ELEVATION C- 294 OF ALL IXISTING FACILITIES PRIOR TcONSTRuTION ! WINCHESTER ROAD�SR79 18 PVC, C-905, CL-Z3-5- 48' S. CIL W%LOCATOR WIRE' _64 _ ,c ` & TELEMETRY CABLE �. � H/w / 4EI-200-'07:' TCE Lrr 4S1_200-0FI.'rii 291+08.99 :[ NEWPORT A0. RRA 100-03 98 I WINCHESTER =c G/1 ,' -EL R/w _ . �>�� _- _._. __— ✓T LURE/GUTTER - �—'r P=2000 06 _ P '29 r 0 JOMINZ ON_ -aWY.- a O =419 03' 0285*73 OC 6TFEL `Y __ C '=210 29 /PVC aim - _ R -RAISED 00+00 ,LACHES _A R. ]-12'00 JE` _, __ -__. - OPT CJRB/GUTTER _--. -- _-_ B Tc 1 L - - Cl N ', �- zap MEDIAN —r-- STREET ( 2e6 — ------ :Ba �d "ffRB - V89'49 59 E seoMEDIAN— m z]zB6+as oo srEf a -3B o-ERs ? ase 0 :,, -�F �Tu TIONH�Dt662) 1 ids 285°78 00 6 )/^ �-., �1 fASR'C 1 Y BOT':3" ESE-1464 ° _-_ •S hNc. NE.I„P,Y 1� 'SED t1 /: i -r _- —... _ / 6 ,. BOEE & JACK 30'.STEEL 292149 9i t A r- tz VI -,z , a (/ lm+7Nnu) fa wrR x Ins — _ �-- 'c6P ( N89*49 59 _ w =J4 - _� In 1 1 _ - 2] _.- __ _ r 25 6 b62 .. _ __—._ ® i _ _ - -{ _ TES S:A TI JN 49163 e3 ��9 C00 <rH00C n - B CASING ➢07 3 X NG 3' ELE 2'2S-A-ICN 25 C 2 9 r� ( lf � - .;JRB/GUTTEF ^I O� pp8/GUTTEq BEG --- STOP 24 LAS4NG46462]9B C4S rte` C - 285+F ��.� - J ,_ y a YR6 v ER Z '- � ..1.09 _ _ - ' 18" HTR x ING 18 SO q]w - �P/h 94 OC !0 T li ME- _ � R �I 46T-200-01-0l46T-200-01-0 4TEFWI AL FD [tl- y f 3 S -1459 88 TOP 18WT1458.59 -� r/ r`- T 0._ A513 3 .:1P U URE l ;rCOVSTRliC'CH)N \OTF,S P/w '1 W E PVC C-905 C_-235 PER EMWD STD, DWG B-41)8 1 18" OIA 45' HXH EI-30W PER EMWD SPEORCATi :NS /w _N-ElIT�RT ROAD 18 STEEL CML/C CL-T5G PER EMWD STD. DWG R 40r I� 8 DOA. 5T VC ADAPTOR - _ EEL/P OR PER EMWD SPECff :'IONS �` - �f 18 DIA. RESILIENT SHAT GATE VALVE PER EMWD SID_ DA( B.2yT X22 P r WIN HES"(TER RO:�D�SY" s - ' GUARD OST PER EMWD S.D. OWC. 8-655 N / S (TRIP Ra;P1 � - - ,. i Y' DIA. AIN VALVE & AIR RELEASE PER EMWD STD. DW <+.> - � TELEMETRY TERMINAL POST PER ElAWO STD. OWC EI-533 --- TEMPORARY E" BLOW-DEF ASSEMBLY PER EMWD S.D. L+r E- 515 CA7HOOIC TET STATION PER EMAD STD. DWG. 6-575 --- - - - _ INSTALL 30" STEEI. CASING (I/2" MIN) - / 6 FI E HYDRANT PER EMWD STD. DWG 8-362 --ti - - 11>27 PItE'.SSI KF' ZONE ,� R _ �� S SA_ON PER EMWD STD. DWG. E-662 �i LG 4)6 +B 2C d4 A B E R T A. CIVIL ENGINEERS ,.nre JN _al F _w_` ,�� a ,�e�E�TTOy� ePP9�E 3V EASTERN MUNICIPAL WATER DISTRICT 'E"�'��" s] :F� EASTERN MU►�CIPAL WATER DISTRICT j UNDERGROUND SCALL ETOLLHFREE TH R 3788 MCCRAY ST. _-- — I y �eJCE A.�N t __ a. on„s ca]zx ,.xc. �z_3i-. BTor� RATER AND SEWER APPROVED BY: WN `z. V N,: - IZDATE Kp- ga 8 1ST;u+ArGE To FK B 36z> a - 1600 W.•.BL RIVERSIDE CA. 92506 — - --- _.—__ .- r � _ DATE,. WINCHESTER VALLEY MFRASTRUCTURE CFO REFERENCES // / r� 227.2600 A S S 0 C i A T E S PH. (951) 686-1070 --- _ -- - - -- W ,431 ,�vl_ en�nEe . susor.IsoNs uI/ /nV _lmninec NF:N'YO RT RU 1U Nn'I'F:Rj nh:w F;it IM PR06E MENT � ,\�____',e ,« E\(iNEERIWf C:ONSUCTANTS FAX (951) 7B8-1256 _-- ---_ -- +?� clvo. -- — 11/a �Taa,E PLAN ANT, PROFILE eoe,'ux-on -.-_-- �Q,ryil ----- ' J. ENG /A IIA -B'+00.(10 TO STA. :.94+00.00 _q r 20 APPROVALS " — OR EASTERN W✓✓aICIP/ _ATEP OIS RD--� ., F 'CCI t ATIE N Ic g33�3B �. . x ,F +-- �� _ I _ -- 1 _,__. _r I 1 : _!_.. -� _- x_t.._ - 1 I '; FULLr MELD A 1 —1 1 j ..r 1 r`_'-1—'-__:_..�.. ti _ _ —h ;'+-` : i ''._! f "*' h"T � - -__- .r-i-._ �� (8 6199.03 L. � T 1 L. I 1 1 '. I : -i -'-L- y-r T _ _ i3� BD a L .�_ F. i F. • 7 � ID . 1480 \ . t I ^N C.G. 18'" STEEL C.G. 18" PVC co 1450 ° o CML C CL-1.50 C-905 CL-235 ~ d W ._ _ . 8.+0.0120 S=a0.004fi S--1.0100 9 1450 5�+0.0124 1yz��W O. INA\ \\ DO S--0.0045 b b o 6 W AT W a\ mm mm 0 W Ow hl mV ^O 1440 D .b A0a O Vx mU a + Otis 9 b b 1440 am.�a O\b0 .\ .O mlm ' - mmmm 1 mei Lel PROFILE SCALES HORIZ. 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 PRIOR TU CONSTFUCTION LEON ROAD 76 50 ! 59 ( 56. ! R/w 18 PVC, C-905, (L 235''. 48' N. CIL (162/ PZ) X61-'160--027 ' CDDPEFf _ r I — — —'— —— — — R/W� \ 95'i-180-9/S — — R/W DFPOcs CURB/GUTTER 1 3 8 -�- _ _ 1 I Q/ F.N.(8 3621 �/ � O -� 182+7 .97 PORT RD I ` pp l .13 �} N - =90+40.00.-LEON RD, By OTHERS 18-X18"X1B" FY F TEE ORB X-7NG To RAISED MEDIAN r ne -----"---�- -1 9589'33'19'W MEDIAN -� - - f8' FXH RSC-4 (S6E1 _ �\ - -- BY OTHERS \ BOP 9Bp9NTR=1449.40CH co ---._.. 8" _ _ 1,I —H 176 1&, kA iSEp MEDT AIS • -1 i8F p CURB 180 fl PROP. 24' HCP 182 81.08 f NEWPORT RD 112'- I _ 84 I r W tal w m F =10100.00 T LEON RD I� SHi 17 - BY OTHERS �'-'- m 18' MATER Z W ! SEE SHT 5 18' MTF 18' MTA HT 51 °' L z G7 8 WATER A �' W 1 I� SHT 5 SHT 5 1� SHT 5 � t 1. 3 WH8/GUT-ER 1B' 0-1 BV EMWD -- — , - -_ _ - PER 0-1330A ��-_— ��"-- N GFL�Iv G R/N C CONSTRUCTION NOTES P W %14 / P' C-9055Ee R/h i 18" VC CL-235 PER EMWD STD. DWG. B-408 i --- _ F `l) I8" STEEL CML/C CL-150 PER EMWD STD, DWG. 8-408 64 --ti-_'— NEWPORT \l L s_ (�� 16" DIA. RESILIENT SFAT GATE VALVE PER EMWD STD. DWG. B-255 Lli'0:\I ROAD PER EMWD STD. DWG. B-362 � �c� 6"' FRE HYDRANT F, i c) 18"XIBXI8" FXF TEE PER EMWD SPECIFICATIONS 18" DIA_ STEEL/PVC ADAPTOR PER EMWD SPECIFICATIONS - 4u 20 . 41, a0 .�_ 1627 PRESSURE ZONE C� 18" DIA. 45" HXH ELBOW PER EMWD SPECIFICATIONS 2> CATHODIC TEST STATION PER EMWD 570. DWG. 8-662 REVISON ° UNDERGROUND SERVICE ALERT ^ro DATE 1Nr:aL 0"."1'Wa'10t+ app yn ; a*e C A6✓ L.V`'� 8 • WATER AND SEWER APPROVED BY: nawm e. S2. o >61 J4 CIVIL ENGINEERS -- - e��2 °7. EASTERN MU�MCIPAL WATER DISTRICT A L 8 E R T A. IL!j 4b v_a- eo[F"sei>cHauyE to FH (6"�z)Aute EASTERN MUNICIPAL WATER DISTRICT ,LH- — J CALL: TOLL FREE — _- - -- 3788 MCCRAY ST. 14wLsee w/f.AUWN VW s7 CAA4,EE5 lyl/ .�t�E W'4r� P� �/ ( 10,06/CA .�,....'- ♦ a 1c. a. DA IS �mz0o Exp WINCHESTER VALLEY NFRASTRUCTURE CFD iox.2 z 19�� R RIVERSIDE CA. 925QS 0a 061E ee ♦__1 JJ_iJ� ��TT a / � .- -- 8 REFCnENCES -�. �'�P++�� OiECKEO W. "Moo oe NEWPORT ROAD WATER/SEWER IMPROVEMENT ;I 227'26 0 A S S 0 C I A T E S PH• (951) 688 1070 ----_ - o-at- -- a GrN cp o s eoivlsfoN o TE reMf nEc PLAN AND PROFILE 06x02/zan-un 1 m.on:c o�n eo¢w ou ENGINEEEiNG CONSULTANTS FAX (951) 788-1256 O\ etvn. o u�2 APPROVALS Ea'G ITIN oAie STA. 182+65.97.00 TO STA 166+00.004� 9 16 20 wm'aEECAr°' — FOR: EASTERN MUNICIPAL WATER DISTRICTo�- z FCIFICATIOV NO 433 -aa ; 1 � L 1 7 IS T- LF T — — - 1470_ -,- _ I FTN7SiED SRADE j(sEG�oz 1480 - _ EXISTING GRADE AT U-Or STREET- i - a0.0jI 46 — --- — __ C.G. 18' PVC _ m opo C-905 CL-235 - - . ._ _— U' N 0 1 1450 >`7 Q 1-440 1440 PFOFILE ALEEE HORIZ. 1 "=40 ' NOTE: 188 187 188 189 190 VERT. 1 "=4 i CONTRACTOR SHALL VERIFY 191 196 I EXACT LOCATION AND ELEVATION 192 19`3 194 195 19,7 j OF ALL EXISTING FACILITIES i PRIOR TO CIXJSTRUCTION 1 a PVC, C-905, CL 235r-LW} ti T LOW I 48' N. CC�1629 PZ) T--- 4u'1-1Bp-p1� / DFBOF.r'7 467--180-D3D 461-jL30-'032 .7 / .-PIN R/N aLALOCK �!. iNUF2Sr.HY DSTR1BllTI0jVS 11 196+43.88 NEWPORT RO. �R/w / j 193+00.00 2' 9 61` N�ST(8-568 O CURB/GUTTER _ -- — — — —' — _ _ _ AV/AR (E-36�) ) 0 — — OO A'l'J CURB/GUTTER I nl } T � —_ _ 1 CURB/GUTTER SHT 9 u7 W d T NI 11 — u,l E- 196,59.69 f NENPORT RL 96 43 88 NEWPORT y r4 co 0+48 00 wES OOPL 16 1� i ¢ -f0+00.00 Q NEST LODP A '- 1G SEWER \ 8 FXF 90' E BON (%j - ----i7--- — ---- SEE 9HTE5 1� i 1- AA B FXR RSGV (N 1n. _ lea —+ ___ _ C'� W is7 ^ _ �-- - _. N :92 ^�- 193 — --- f94 - 1 o FXH fGAPTSR IN) ..—. 189 198 `-' - — B iB( yzy ., I r---�— _ - (%jN ¢� ? f2' SEVER 7T------- h SEE SHT 6 ¢I 'n� 1O� 1 I 1--- Irl -_. nl IO" SNk ER f CURB/6UTTEF ---- --1<--_ U ¢ 1 WATER w E+ r � � ^� �SEE SHT 6 � � �R/W t CURB/GUTTER — ( SHT �gR / ------- R/W �IURB/GUTTER' R/W FUFL(RE W R� —_- 1- 467-!00--J4FJ _ �- /�1 ACRA-CA ST >~DUNDR!c'S � 1trAw ACRA-CAST F0LjNDr�L1L.S 1 - 196+74 C3 NENPCRT q0= /y I Fu-URE R;NI 8-87 28 NE EOP I TENS PLU6/-<F S+T 19 _ - _� UTURE;SNP � CONSTRUCTION No�rEs IAEST I OUp cl) 18" PVC C-905 CL-235 PER EMWD STD. DWG. B-408 S® WP®R 1 O� 0?1 18" DIA. RESILIENT SEAT GATE VALVE PER EMWD STD. DWG, B-2E5 GRAPHIC SCALE 1 =40 ROAD C,; T DIA. AIR VALVE & AIR RELEASE PER EMWD STD. DWG. B-367 ;TUR DATA ) ;, TEMPORARY 6" BLOW-OFF ASSEMBLY PER EMWD STD. DWG. B-568 ''��- PRESSURE ZONE 1 O NA.Sa 7c- P E"l� =��e rI-r+r+cL 4l 20 0 Ap Sc 120 `- 16 18" DIA FX9 ADAPTOR PER EMWD SPECIFICATIONS i-'-- WrR 450 90 IS f) 14t O( + 1 2E iB 18" CIA. 90' HXR ELBOW PER EMWD SPECIFICATIONS - UNDERGROUND SERVICE ALERT IEws�oere A Jv[T D.: — No DATE 'aNT:AL: T-;rul;-r[aN A1.T.AI TATE RATER AND SEWER APPROVED BY: 7, 7Ek CIVIL ENGINEERS — — — �crsf STERN MUNIWAL WATER DISTRICT 1A L B E R T A. '� an!os 1XE.p€e s/EASTERN MUNiCCALL: TOLL FREE 3788 McCRAY ST. —_-- . ,��°�"'a,,. t,� 11 8 �l tPAL WATER DISTRICT �Bu sz < ._=o,4`u 'T -- — -- r o �.. E A. DAv; c4>zoc ExT. 1z-31-n onrE T ? 1 TRACED WNC4ESTfR VALLEY NTFRASTRUCTURE CFD 1 800 WEBS RIVERSIDE cA. 92506 — — - -- 1 1�., 1 TRAIXP 227.2600 A S S 0 C I A T E S PH. (951) �-1070 — — — m• unee REFERENCES 1{ FID NF.WFORT ROAD WATER/SEWER IMPROVEMENT PLAN �o 2M 11-91 CIVIL BIOREEH� SI.BDIV7610N5 0 S�,T EC PLAN AND PROFILE 2an-o�s9a/eab-ne ,Q,Q m,onus un esaE waa ENGINEERING CONBULTANTS FAX (951) 788-1256 _—_---- �' IAL DATE STA. t8PLAN 0 D STA 19ti+4:3.88 5 A�R�VALS �J i� - Wig. TTnus __ FORT EASTERN MUNICIPAL WATER DISTRACT wry. U--,1_t DECZfic4r10v NT. q 33-II6 I t B I (a ) LF PA32.JO L. . u - O w I >¢ I 1 j I -;- T 2 1 - RE _ E __ L_. _ I I I -f - jgC P ' �-- -{ AT C o sdAEEr 1 - }--� I - - PZl 8- ".. I 1 I R✓ OC. PER E SJD-Y6 851 � Pai o TSL' `2 -I r - -�.- _ - L : - ---^--- -�---• �, _ cr _ I ' �- _ L I -+ �--i- 0 Q07Q _ _ 'O.L4 1 ✓•-6i y!• -I -`-�- -L - my I 6 Nb avm _ . "� I !'-T'- ;' t- .-�.i I , I - ' � - 1 R C. M I I j _�� � (•- .' v`x u '` , �_� 1 o Q"e v< _. �-v-r�--F- i._� -' �__ 1 -t 1 - ; 1 --r�-t-- -_ _ a o o> �* 11� ,u+, ;� m f !.,Erm __ i--1�r_+�-'r-. c5---- '^ �•� .- - - I I 7 _ __ Lj "I -; r - L t o_sEw P �;- 1 i �4._ _- _ PROFILE SCALES ,, I I _ I ~" L.F HORIZ. 1"=40' 1_.y�, _ i _ _ _ VERT. 1. _4 : NOTE: 4+00 5+00 B+00 g+00 9 ...- CONTRACTOR SHALL VERIFY 7+00 8+00 10+00 11+00 12+00 EXACT LOCATION AND ELEVATION - 20+01.54 13+00 14+00 155+CTC OF ALL EXISTING FACILITIES - - 16' WTR X-ING 4- WTR PRIOR TO CONSTRUCTION BOT 4' WTR=1453.44 NEWPORT ROAD TOP 18' NTP-1451.29 182+83.27 NEWPORT RD._ $TEFL CML/C 7 14 16 1 10+00.00 C LEON RD,- -00 LEON R0.= I I /' I 982+81.08 C NEWPORT RD LCL-150 10' W. C L 28'X18"%12- FXF TEE I 12' FXH RSGV (S) I 10+46.00 LEON R0. EX 12" CML/C flTR IS- FAR ADAPTOR (EJ i I 162-70.97 NEWPORT RD 6 6 f3 15' A. C 12" PVC, C-900 CL-150 9+52.00 72"2CP 48' 1 q/W SB"X18'X1B" F%F TEE ASL D> P09�MOV& $' E. C L 1720 PZ f0"SWR X-ING 18' WTR _ (' > !I 2-18" FXH RSGV (S6Ej II j BOT 1B" NTN=1446.50 8Y 0704E 5 j ; ':I TOP f0" SWA=2440.90 R/W 18" WI'R �I 10+51.78 12+60.00 18" STEEL CML C. CL-235 9+04.31 } SHT 5 18" WTR X-ING 18- RCP 18- WTR X-INL 1 FCP 15' W. C L BY EMWD BOT 18' WTR=f449.4f ear 18" RCP=144 .DD / 12' WTR X ING 72" RCP II m ' I 4' TR TOP 1B" RCPd44Z20 TOP 18" WTR=144 .54 R/W q/W PER D-133 BOT 12" RCP=1443.60 ( I 'al'i - - f TOP ]2- NTR=1440. FUTURE 18" WTR FUTURE 12" WITH RE-LO 1-------- - CURB/GUTTER 1700 PZ 1627 PZ EX. -1-- s uCER. N_._ a 145 B8 OL7 _ -" - - i PER EMMOCU`1 3b- GUARD 0gSTS (B-665) ;n4 _.�0 - .� �- _ " ^ -_ - 9 - 2 2 0 - SO36'54E _- _ _- -_ -- - ._<w-- •-. -14+45008- v ,z, 4 - 24", CML/CSREC. WTR 72' REP v - -/ r G --- - - - - �- + __ __ 2 1R _ 45- L 5 BEND 6�}SBCOSQEO_ BY OTHERS m .. N,o n1 �.. _ g - ._ �_ 10 �, I t1 Ex. 24' CML/C AFC. .. r PER EMWD SO 16 __ _- _- - - _ _..._ -- -_ - __ -'I^ __ - 5� 50'26'41'F - ' _ 23 OTMWTR-PEN-50-16385 _. __.�- -- ___- _- __: --I-_-_ __ ',��I e .o ;n S03B54"E FUTURE 22.. (--' .� 9 I N]' _ 18" WTR -J Y OTHERS o CURB/GUTTER AE _OCATEO 24 / 1 13N2.95 ENO -.-111---- CA, _ REC. WATERLINE 8+00.00 .11. �� (1 SHT 15 JC AND 34' E. CIL PER ff f5 22 2z 6" 8 C (B 5681 SH SWR �R/W f2�60.00 ti 85 A/W - SD-16385A 1' AV/AR IS 598/ • • f!� / RELOCATED 24- 12- SWR X-ING 2 . i '- �. 45, SB-53J 12 R/W 2-GUARD POST(B-665) II CP REC. AIDS 34' E.Q BOT 16' PCP-1445 13+40.00 __ I PER SD-16385A TOP 12- SWR�143 � 4� 8+00.00 END R/W DY OI RS IO+4B.00 CONSTRUCTION NOTES z3 a Bor 2�RreLZNiasQ.TEL, PLUG AND CAP T 12 SWR %-ING SB' WTR !' TOP 28" WTR R/W t�' SEWER MAb .(448116 8+60.00 STEEL/PVC BOT 18' WTR=f 4G9.35 19' E. C L ! 13+40.00 ) C O2 18" STEEL CML/C UL-150 PER EMWD STD. DWG. 408 27 29 ADAPTOR, CATHODIC R}'�' 38 ( /584, TOP 12' SWR=1440.22 `-!-' C TEST STATION (8-662) fD"SEWER MAI 56 12 SWR X-ING 2" TEL O3 12' PVC C 900 CL-150 PER EMWD STD. DWG. B-408 10+34'04 CONSTRUCTION NOTES BOT 2" TEL. 1450.88 19' E. C L n �� - 12" SWR N ING 18 RCP O4 12" SEWER MAIN PER EMWD SPECIFICATIONS � y 8' BOT 28" RCP=1446.20 f3 SPE TOP i2" SwR 1639.1b 9+p4 24 �-+ U 18"X78"X18 FXF ?EE PER EMWD SPECIF1CA00NS 8' TOP 12" SWR=}440.33 (n �h - 19 f0"DIA SEWER MAIN PER EMWD SPECIFICATIONS GOTfa"SWR x--NG 72" RCP .� " - I4 18".X18'X12" FXF TEE PER EMWD SPECIFICATIONS / '� 80T ]2' RCP-1443.60 9-82,00 LEON RD.= � 9x97.]9 06 18" DIA. RESILIENT SEAT GATE VALVE PER EMWD STD. DWG B-255 TOP 8" SNR=5441.24 163+00.14 NEWPORT q0. NEWPORT ROAD 12" SWR X-ING 4- WITH f5 '" DIA. AIR VALVE & AIR RELEASE PER EMWD STD, DiYG. B-598 MH N1 (S8-53) BUT 4' WTR=1453.44 }6 18" DIA. FXH ADAPTER PER EMWD SPECIFICATIONS O O 12" DIA. RESILIENT SEAT GATE VALVE PER EMWD STD. DVJG. B-255 7� TOP .2' SNP=1440.58 m O 12" STEEL CftL/C CL-150 PER EMWD STD. DWG. 8-408 O BEARING = fJ44'2 i'O6"E, LENGTH = 7.07t LEON O GUARD POST FE.4 Fmwo STD, DWG. B-665 GRAPHIC SC41 _ 1"=40' z3 SEWERLINE END PLUG AND CAP PER EMWD SPECIFICATIONS O 2" DIA. AIR VALVE & AIR RELEASE PER EMWD STD. DWG. B-367 O BEARING = S45-3854"E, LENGTH = 7.071 a 6" TEMPORARY BLOW-OFF ASSEMBLY PER EMWD STD. DWG. B-SEB 1720 PRESSURE LONE O 12" DIA HXH 45' ELBOW PER EMWD SPECIFICATIONS c0 20 0 40 80 12^_ 28 18" X 12" ECENTRIC REDUCER PER EMWD SPECIFICATIONS This sheet superceded by revised P O PRECAST R.LC. 48" 1.D. MANHOLE PER EMWD SIJ. DWG. SB-53 1627 PRESSURE LANE O 12" DIA. STEEL/PVC ADAPTOR PER EMWD SPECIFICATIONS St. 3t(see Delta 3) APPROVED BY: GATE UNDERGROUND SERVICE ALERT N0. DATE 1NTIAL PEVNp IPTIDN APP VO 7 DATE WATER AND SERER APPROVED BY: CIVIL ENGINEERS EASTERN MUNICIPAL WATER DISTRICT ° °'e' '' A L B E R T A. 12107104 B.R. "I14MMEYTk GRADE eNAWbE 4�8trylElq�gI,ZG DESIGNEE sz :07e6/o4 A �y EA EASTERN MUNICIPAL WATER DISTRICT R_VERSIDE COUNTY. CALIFORNIA L e CALL: TOLL FREE - 3788 MCCRAY $T. =64 os A.G.A. REVt•ED 1z° srua pEAgINr. „a pJG Qrr� t 11 8�^'/ OPAWN s r. 10/06/04 s` 41/3' y ♦ a SPLICE A. DAMS C472PJ ExP. ±z-B1-os are TRAal) WINCHESTER VALLEY INFRASTRUCTURE CFD 10878 T 1.-26 B� RIVERSIDE(951) CA. 92506 '- - ` REFERENCES -� ^ J ""`^�• I00 3F5E NEWPORT ROAD WATER/SEWER IMPROVEMENT F'IA\ Tsaa 'esD-1e q 227•2600 ASS 0 C I A T E S PH. (951) 686-1070 '°•I"1 C CIVIL ENGINEER 0E sueaTVTRT s �nTE PLAN AND PROFILE au-aaAoa/e1u-on Tro vvs art eve.w om ENGINEERING CONSULTANTS FAX (951) 788-1256 _ '?,� CIVM1 • h, 57, ENG u OATS LEON ROAD STA. 8+00.00 TO I4+50.00 L"' TT= TO uA APPROVALS - - D xTn Art FOR EASTERN MUNICIPAL WATER DISTRICT ,c c:a-olze EPE051^_a*IOv n i. L\ ,N ILH (B ) Jtt Lf PA 00 L. i ttt I 4+ A i • m w > _ V 4 f J F J . O. 1 N I ; NJ T 1 i� 44- o¢ aN O m + + 57Zi A I C f2 4_1 lk4 I i - _,-��-._ � � _-�__ •-� �� � -� � R�OC EA 6 -Y6�85 �--• ;-..- - � --. -� I �'' ao� I I o I ' 'w 1 1 1 - - -• _ _ -'-_� � 1._��-.._� i � 'IRL9 I L.ro I -I ♦ i 0 44 m I - �. � _ .. 14*0 L. __ _ r-�� �. - :- `_-f _-- - - 1 .� :.._. _.. :- .___ n: 4-_ �F .L� ��✓- '- I i I I � j i d�ci - -_.-.� T- -1""' ' -•__i-�_ � -'-'_ , � j ' �' � 1--+ a _.�- �t- . jj .� _{ vet--` ', � i � : _ -L y e• . "v u x a v ~ i v � �' ,'-}� m j 1 � v { m t-•--'--fit-t '- j-�!- -IL-1-_ �.!- -r- L -r-�-�-f-�-1- _'-•---•- j , M + _ PROFILE SCALES I HORIZ. 1' =40 ' L� NOTE: 4+00 5+00 6+00 7+00 _ 8+00 5+00 10+00 11+00 12+00 13+00 14+00 15+00 CONTRACTOR i0R SHAH VERIFY 17+01.54 EXACT LOCATION AND ELEVATION SB" NTfl X-ING 4' NTR OF ALL EXISTING FACILITIES BOT 4' XTrR-f45.44 PRIOR 4-o EXISTING NEWPORT ROAR �DP fe MTM1451.c9 10 STEEL CYL/C 182+83.2] hENPOAi RO.= 10+00.00 1, LEON RD.= CL-150 10' R. C/L 7 14 16 li 1a2881.08 (NEWPORT NO 9852.00 LEON R0.= f8'%1B'.Y12' FXF TEE 11 10+48.00 LEON RD.- ffi• 1 L7Q.�C W77t _ 12' FXH I2' X51 l� � 162+70.97 NEWPORT Rp 6 6 f3 15' 1•. Cab TO 8E j= IG" FXH ADAPTOR (E) I I' RIM 18'Xt8'X18" FXF TEE / AND DISPOSED 12" PVC, C-900 CL-150 9+52.00 Tr'ecP I'. �K-- -a 2-1a' FxH RSGv (SSE) fz+6o.Oo 2' E. CIL 1720 PZ f0"SMR X-ING 1B" NW gY 07__ZT51 . Y/ 'I }8' HTR I I lS 1 10+51.76 GOT 18' MTR=1446.50 1�, SHT 5 it t 18' WTR X-ING /8" RCP SB" NTR X-ING f " RCP TOP f0' SMR-1440.90 RIM VV 18" STEEL CML C, CL-235 ` I {{ BOT 1B" NTR-1449.41 BOT 18' RCP=144 .OD / 9 404.37 q" WT- TOP t8' RCP=1441.20 70P ]8' MiR=144 .54 15' N. CIL BY EMWD 12" MTR X-ING 72' RCP \ BOT 72" RLP=f'C3.60 A M PER D-1330A +! / A/N �R/W TOP f2' MiR=1440.30 . _ _ , 9853. 0 TIE i , �- � -- RE-LO NTEL S 'TR FUTURE f2" NTR FUTURE 18' MiR PER E ND D- A ^-- _. CUAB/GUTTEF 1700 PZ 16 PZ x -'--- - - `CER. 2' AVi AR (8-367) f - 65t p E _- - _ - - _ _ 58 LT. RD ggsTs - [� m e-(m- EMXD 0 1 B 0 n SO'3B'S4'E 2 _ `� _ 45' BEND _ -'rte - _ 4y _ { �a 1�Ex_24' CHL/C REC, 4 24' CML/C 6REC MTR BY OTHERS 7 '� ^ 0 B T m'v. 1y: _ _ -�� m -la� .ZS O/ T I _ �I is . '� ' __-_-_-_ -_--� 6Qg0 _-___-_-. - '^ -( .. 50.38 54'E FUTURE f �W O - _--_ PER EMNDt-e - -_ . -_ -- _ ,o _�---__ -J/ Y OTHERS �o a 1 !m v 0'X41" _ I _ L _ --�`� 7�"}'' rtI XTR f3N2.95 END a .._ -- --1----- RE LOCATED 24' 2�" SXR I� \ R PLUG AND CAP _ I BHT t5 I -CURB/GUTTER 8+00.00 TEMP. /X 12860 00 65 t TR/N } REC. NA rfRLINE 11 15 22 22 I^ ! II N 5 \�ji RELOCATED 24' _ f2' SNR X-ING 1B' / H/A fS -53) �w 34' E_ C/L PER 6 B.O. [B-:me) Y I AV/AA (B-598) • • .. 1✓"ry' 777��� \REC. NTR 34' E. ( POT f8" RCP=t445 - f3+40.00 SO-753B5A - CP PER SO-163B5A TOP 12" SWR=143 4 R/M GUARD POST(8-665) - _ f2' SMR X ING 2" TEL. _ RIM POST(B0 END PLUG/CAP RIM -F- BY 0 RS 48 I �) // 104-48.00 607 2' TEL.=1 88 CONSTRUCTION NATES 23 PuiURE MH By 0TV[RS RIM 12' SMR X-ZNG 1B' MTR 12 $EREiR OF SB" NTR= 44 16 p. \' 3fi BOT 18' MTR-f 449.35 19 E. C L i 13+40.00 8+60.00 STEEL VC - 1 TOP 12' SXF=1440.22 12" SNR X-ING 2' i L. O2 i6" STEEL CML/C LL-750 PER EMWD STD. DWG. B-408 a7 29 gOgpTOR, CATHODIC RIM _ 56 -SH� ' 104-34.04 B 12 E .- - 19' F. C L �I CONSTRUCTION NOTES DT 2 -SWR 1 So:BAA TEST STATION (8-662) f0"SEWER AL4I OP SWR 3B 1 12 SNR RCP-1 18" RCP l O3 12- PVC C-900 CL-750 PER EMWD 57D. DWG. B-408 3 BUT f8' RCP-1446,20 13 78-Xi8"X78" FXF TEE PER EMWD SPECIFICATIONS LJj+ I9" SEWER MAIN PER EMWD SPECIFICATIONS r TOP 12" SWR-1440.33 y 9+04.2L 6 _I a 78"Xi8"X72" FXF TEE PER EMWD SPECIFICATIONS f0' SWR X-r NG 72 RCP 9+97.79 '�!�� > V 19 }MCIa SEWER MAIN PER EMWD SPEGFlCA710NS 607 72" RLP=1443.60 9*82.00 LEON RD.= ��T, T )n T� 12' SNR X-ING 4- NiA o 7. DIA. AIR VALVE & AIR RELEASE PER EMWD 570. DWG. B-598 1 0 06(n Z TOP 8" SNR-1441.24 183-00.14 NEWPORT RD. NEWPORT ['OAJ V7 i8" DIA RESILIENT SEAT GATE VALVE PER EMWD STD. DWG. 8-255 MH 41 (58-53) BOT 12 NTR=1453.44 16 78' DIA. FXH ADAPTER PER EMWu SPECIFICATIONS ., MP 12" SNR-1440.58i T Oi 12' DIA. RESILIENT SEAT GATE VALVE PER EMWD STD, DWG. B-255 ¢mil �I7 ROAD [�q �p1 O GbnPI POST PER EMWD STD. DWG. B-665 m Oe 72' STEEL CML/C CL-75C• PER EMWD STD. DWG. B-40E O BEARING = N44'21'06"E, LENGTH = 7.O7t LEON tl Y b V 1 Y U O SEWERLINE END PLUG AND CAP PER EMWD SPECIFICATIONS N GRAPHIC SCALE 1 =40' O9 2" DIA AIR VALVE & AIR RELEASE PER EMWD STD. DWG. B-367 V BEARING = S45.38'54"E, LENGTH = 7.07'2 O 7T GIA HXH 45' ELBOW PER EMWD SPECIFICATIONS P A ail 1720 PRESSURE 'ZONE O 18" X 12" ECENTRIC REDUL'ER PER EMWD SPECIFICATIONS Q _ a 6' TEMPORARY BLOW-OFF ASSEMBLY PER EMWD STD. DWG. B-568 40 20 0 40 80 f2C 1627 PRESSURE ZONE O 12' DIA STEL/PVC ADAPTOR PER EMWD SPECIFICATIONS PRECAST R.I.C. 46- I.D. MANHOLE PER EMWD STD. DWG. SB-53faveillows .V g 7PT 0 B+: u3e,�o3s RATER AND 961fER APPROVED BY: DATE EASTERN MUNCPAL WATER DlS7AICT ro UATE wrlu �swmrloN APP vc / GATE ut EASTERN MUNICIPAL RATER DISTRICT 1><Slrrgo sz. 10/x6/04 Se 41/33 = LWDERGROUND SERVICE ALERT CIVIL ENGINEERS121,6104 �° A _ -( 9 , RIVERSIDE couN +. AS CALIF B.P. AU6xM[MTX6WAOE CMAM4E4 NWElt�91,Qf" o ft Pa:1WN SZ 10/W/04 XJ !08'A m A L B E R T A. a Q, THWNhE. STER YALLEY lFRA87AUCTU[iE CFD cn.se2,53 i CALL: TOLL FREE ��j�T� 37f1B MCCRA'Y ST. •14 os 4 p 2wg'CR IL" STAB 6fARIWG_ Y ♦ M S fla'uCE t GnvIB LREFG EMP f=-3f J: alE /1 W nL,yK I P R C'P"OE `4AN`�E - 3 i dr ... J 'J•,.,�. E to/oaf CHECKED NEWPORT ROAD WATER/SERER IMPROVEMENT P_N asre1. csu fe g 1,800 RIVERSIDE CA. 92506 -- _- REFERENCES - ssntrTED PIAN AND PROFILE zSAT 17e7z4E-0e MO. UT200 --- CIVIL ENGINEER OF s.®Iv15tRY c 227'2600 A 5 S 6 C I A T E 5 PH, (951) �-1070 SMf el " LEON ROAD STA. N+00.0(1 TO 14+50.00 s"T TJ'7' ZO % :n.oMrs do C+oC nu ora ENGINEEP.(NG CONSULTANTS FAX (951) 788-1256 ASV _ T4Ct T FOR: EASTERN MUNICIPAL NATER DISTRICT N.o. es-..1ro SPED IGTiOi ro. -- ! _ is All _.12n IS 100 66 ) SO.. 0 LF PA 92100 L. I � - Om m T. RI • J YG 0M M. � n ! � �N2 I ' I _. O •{{m1 m > >Jmi TJ 1 "-i-_.�_ { �"f- }•- _ _ -_'.J ._ 1 To _ ._ T TR ET 1 ��n +W +� o GRIo c+-'- __.- tf•RAOE In¢wf... -' A AE€T � _ ^cni '. �0 � F�UEE RADE f ..__ F I I i._. ._. 1 1 ..-_ � I--• � � ; .I L - - _ _ _ ' _�.; y-FINISlIF� GAOE �J� I WATIECFGSTREET 6 .44 Y AT. Q OF I I I I _ i_. _.!---i-- -� - i '-- -� I._1-_ �- 1 +=�-7- --- -- 1- - - r�. -_ - -1 t- - ,- ea`� ��,) SPP T-- . I i- ' ' : - -_ _ - ' - ;m; _ C.G.:-E>i f2'I NT LL - -JI( - ! T__ A. E -� ..�_I_ _ __ I-._ rML 16?] l E.G. Ex. 12' aTP i_. ! Ir� -rte- -s oc o)_ Pyo 0 oQ -1-cMnr bz Pzi- !-----1450 - I_ I I "._�._t-- �� L_.}-L- T`1 __ .I�� i-I 1 I_ ' - __' ! ' il i �. A I `�j-t `. I _ � _.1__ L.1_-_ :_.1__i_i_�� ' ! .1.. l, . �. 9' . �o - - - _ 1 - -- - ._ - _ T__. y - : .&. R WTR I. - ._._ _ -. -'�� L sJ- _r _ :' ..._1.__ I n __ : ! - -.Li II_J 71 -'� Quo o� 1 UT7 REfA . PE EA SA- _L. m In T11- RRS�II - B 11.127 0 ?'Qn p�W- - �Q- _ m ! sx 85 C i_ -5'y:4L4 _ �' � -1- i 1 ~L I ' i -`♦ 1 � ✓ � I : .C�� _.__- _ 1440.. I - _ - l =t _. 1 i T o - 0.00771- - � 5 T -f 11 I m�� t, tiJ/u; I __-� ';. : 'Q❑ mU'� . V�614 I r ! -_ y- .r �+ Sl. �_ � ,-! PR oRIZ E Aa ES W ,....I__ VERT . =4 r : 4+00 5+0 - ER MAIN NOTE_ 0 6+00 7+00 8+00 0 9+00 10+'00 11+00 12+00 13+00 14+00 15+00 CONTRACTOR SHALL VERIFY . EXACT L0CAT_.ON AND ELEVATION 10+01.54 18' WTR X-ING 4" WTR OF ALL EXISTING FACILITIES T� n BOT 4' WTR=1453.44 _ PRIOR TO CONSTRUCTION NEWPORT ROAD TOP 18" NTR=1451.29 18' STEEL Ch,U.IC 82*83.__ NEWPORT RO.= I T a 10+00.00 C LEON RO.= J ©® 18' FXH AOAPTOS (E) I CL-150 10' H'._1 LI 7 f4 16 9'52.00 LEON q0.= - I ]82+81.08 Q NEWPORT FO f8'X18'Xf2' FXF TEE 1 - -- 10+48.00 LEON ?0_- EY. 12' CMLIC W7R 18' FXH gSGV (S) r 6 6 .3• TO .D, 15\14\ 12'• PVC, C-900 CL-150 3+52.00 72„QCP Ii _ 48' _� 1 j / P/W fe'XIB'Xf8' AXE TEE AND 01SPOSED to" fI SWFR=140.90Tq R/W SAT 5 !I ' Pe BB7WTR7R TN6 HBSE RCP 15' A. C1B*0700 REMOVED, - 2' E. CIL 1720 PZ Br GTuerzz 1B' wra BUT 1B' WTq 1446 50 CID 18" STEEL CML/C, CL-235 9+04.37 ; / N BOT IS WTR 1449.41 a0r 1B RCP...f UOCF IJ' W. CSL RI' EMIYD 12` NTR %-ING J2' RCP I m- I 4' (Tp TOP SB" REP 1447,20 TOP 1B" WTR= 4731 4 6 BOT 72` RCP 1443.60 �- /-R/W �R1]OOCUTRPZ 2' wiA PER D FUTURE�B" WTR TOP f2' NTR 9+53. 0T I fI TTR -- � _ -/N I 9 ea 22 2B.TO+Ex.10 -.- -J CURB/GUTTER D- \ _ � �_ ... FxF�1 REDUCER - - -1_¢ fML/C-NTgRII i 45 e IOLT _ } Qui , -•��_ _---i - -e. -� r;/_B T p I 2 ; - I 50'38'54 E ''' 2)D - _ i I"-- PE`R EMNU O SO 3 � 6EO'26'0 'E '�El(,_24', CML/C REC_ WTR - - 0 z &,�OZSPSI$DED BY OTHER9- - m L _ 8 5 m EEQQ _- r, r PER EMWD SO-1685 T D'2b'41" S0,38 ,o e 54 E I wT - to -- - 18' WTR - CURB/GUTTER 34' E. CIL PER 1f f5 22 22 8*00.00 TEMP. 2 5WR' SLIT 15 Al- ----- _ \ ✓ I - Au9 C /-�i' RE-LOCATED 24' ^ ,-` - \ REt _ATE0�24" 12 2-GUARD POOSI AO EMD PLL46!CAP R/W ! BY 0 CPRS _ iB �H 5 ';! /' SOr4H.00 - A/W f2r60Wq X ING 1H 'iCP V 3 40 0 REC. WATERLINE "'G A Z3 65 6' B.O. (B-568) uI r a , �R/W SO-163B5A 1' AV/AR (B 598) • • IEI i PEC. WTR 34' E 2 PDT 18 RCP-1445 AO \ s q/W I PER SO-16385A TOP 12 SWR-1438 f1 L ��� CONSTRUCTION NOTES FOTUAE MH OY OTWER5 P/W 12' SNR X-ING IS--_WTR �2 SEWER AIALN O 18" STEEL CML/C CL-150 PER EM;!'D STD, DWG. 3-408 6 2J 8+60 00 STEEL/PVC -]6-- f0a34.04 DT 18L, NTR-1449.35 19' E. CIL 0 r �O AOAPTOA. CATHODIC / A N TOP 12 SNR-1440.22 f0"SEWER MAI �6' ire\ t WP I2" PVC C-900 CL-150 PER EMWD STD. DWG. B-408 TEST STATION (8-6621 - \ O'\�;'(�R1 (�f O\ \Q f f OU 7 79' E. C L / /' f_ SWR X ING 1B flCP w �,hn r�n, O 12" SEWER MAIN PER EMWD SPECIFICATIONS I/ I t is - �B -� BOT ]B" RCP-1446.20 13 18"> d X78 F.F ILL YB LM SD r'CCdIC t, � 9+04 26 1 1 6' TOP. 12" SWR 1440 33 -5\ 4 '3"x 8 x12 REA1 DY' (•o-. 1L�9 m 19 10"CIA. SEDER MAIN PER EMWD SPECIFICATIONS IO' SWR X-ING 72` RCPy O U) Z +. 9+97 79 BOT 72" RCP=1443.60 9+82.00 LEON RD = i IS/ 1" DIA. AIR VALVE & AIR lfIEASE PIR ;Ill(, Tr I O6 18" DIA. RESlll6^JT SEAT GATE VALVE PER EMWD STD. DWG. B-255 70P e' SwR=1441.24 183+00,14 NEWPORT R0. NEWPORT 11OA1� f2" 4 x ING 4' WTR 807 4 WTR-1453.44 G MH K1 (SB-53) fE' 1E' DIA FXH ADAPTER PER LM1D S"ECIFlCATOr- 5 7O 12' DIA. RESILIENT SEAT GAZE VALVE PER EMW2 STD.DWG.8-255 T TOP 12" SWR=f 440.58 p�{� /meq} q�Qy, 22 GUARD POST PER E!JWD 570. DWG 8-665 m �O 12"5TEEL CML/C CL-150 PER EMWD STD.DY.G. 0-908 O BEARING = Na4'27'O6"E, LENGTH = 7.07t a b ®L 81LJ ry 23 SEWERLINE END PLUG ADD CAP PER EM MD ST CI ,,,._ N 0 GRAPHIC SCALE I'-,:� �9 2" DIA. AIR VALVE & AIR RELEASE PER EMWD STD. DWG, B-367 BEARING = S45-38.54'E, LENGTH = 7.073 2B 18" X 17 EC45'CI REDUCER PER 'MVI)ECI SP(Gf .r uld /5A 2G t2" DIA HXH 45 tLBOV! PER E!45 PELIF'LV)! m s v 6" TEMPORARY BLOW-OFF ASSEMBLY PER EMWO STD. DWG. B-568 1720 PRESSURE ZONE O 40 zo 0 40 eo 1x 1627 PRESSURE `/.ONE _ O PRECAST R.I.C. 48" 1.0. MANHOLE PER EMWD SID. DWG. SB-53 �, 2D 12" UTA. STEEL/PVC ADAP70R PER EMWD SPECIFIC,>T!Or8 REVISION$ 0.PPRDY! Gr. WATER AND SEWER APPROVED BY: 1 UNDERGROUND SERVICE ALERT No DAIS INtIAL DES R1P1iON ram / oAteitI; DISTRICT 1---- _: CALL: TOLL FREE A L B E R T A. CIVIL ENGINEERS [fI{os A.A.A. REVIOtp is" srve AEAefN4 a a q`` C EASTERN MUNICIPAL WATER DISTR[CT NNiG sz UJOI1'o^ WINCHESTER VALLEY WATER I 12103104 S.P. AIl*XMNTA'6WAWE CWAN6E�9tY1F14141,ts' - Gt A t N 3788 McCRAY ST. e N BRUCE A. DAVIS c4Jzoo Em. Iz-31-os AIET INFRASTRUCTURE CFD 6E259'5<= 3 /1 106 BP 5WR. GRADE CHANGE C,c ED 1 8C0 w�1 BB RIVERSIDE CA. 92506 - REFERENCES V�^p" J8-" It wdJ AEW'I'010' ROAD W11ER/SEWII: IMPIOUSIFNI 111\ $160$ $.Z. I 12'WATER TO IB" w CAIM00 CIVIL ENGINEER OF S OIVISION6 CAiE tibDMittfu IIA\ .AND PU01 ILb; 227.2600 ASS 0 C 1 A T E 5 PH. (951) 686-1070 ,[: a129To6 RLP ELIMINATED2shzE . 1"1- I • a. oATE LEON LOAi1 aia. 1t+ln.nu P 20 R muwlw oars•sv.rw ac ENGINEERING CONSULTANTS FAX (951) 788-1256 �,rq,Q Wim. �J A�ROV�s aROp ceNG 7,e- __ D �gZ F' ,nR.oEERArSas FOP- EASTERN MUNICIPAL WATER D1.9TH1C1 933 -aa I it 7- F- i -i � (- - �- S flA N A I T RE:TR I T LL JON TTe IicW' z n`W' I l - _ c -tr_ 'sir NG --{- mx i - _ ( - _. I , , - -- ,71_235 4_. a �- - �- �� ry - - T` � -�- - t , s_ - - - rt I I i - z 1 , i r ' �µ--p i f 6 , I * _�0 r I -Li � - - y-� _ _ _ _- r , _ _4-4- 67 P I _. _. _ � �- - - - - - Z +11 1 , m : _ 01 v m, vi _ L mm _ = I_ , .i. , A�i_ _L _��- 1- \-F-_I .'r-t "I_ _ �t�_! _ Imo m T- -r-; oil I.._ ---rim-- S 1 • I I , ,_- a Y - i-7 --- ROFIL SCALES i ^-0�-.- __ I_� {-.�.-' + N - mm� J a�� HORIZE 1"A40 ' I I , t i a- R$Si EI2 P - f- m � _ I -_• i _Its -� � ��- r � t- � �, I � � '. � 1 i. - It I mc? I j I VERT. 1"=4 ' I NOTE: 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 CONTRACTOR SHALL VERIFY SEE SHEET 12 >' EXACT LOCATION AND ELEVATION 6+06.65 t "A. ST = OF ALL EXISTING FACILITIES 18" PVC, C-905, CL-235 (17zo Pz) NEWPORT ROAD OLD RICE ROAD 0.00 c-J- T, ~STj�1F, PRIOR TO CONSTRUCTION 37' W. CIL i9/LOCATOR WIRE 16 13 6 TELEMETRY 3CABLE CE RD 264,65.55 NEWPORT RD \ f 1e XIB'X1B FXF TEE 70 !/ 18" PVC 905, 3 6 Z) BfOSTER STATION © [� 18' F* RSGV(N&S) / , -- -- 1B" FXH,ABAPTBRfW) ' 30' W. L W LQ6 \ BY OTHERS �8" PVC, C-905, CL-235 (1720 PZ) I _ `B- 6- / / �'' �- v , 37' W. CIL W LOCATOR WIRE -- _N 5 -.� &,TELEMETRY CAB _. ' "\ 6 f3 18 18H1 06 RICE RO W SHE f2 R/W 14+02-81 f] � V 9+15.00 'A- ST i 9 1f 11+50.00 45' H%H EL80W \� 16' FXF 90' BEND 2' AV/AR (B-367) 18' FAR RSGV(W) R/W 6" TEMP 80 (8-568) - \• 18- FAR ADAPTOR (S) , 14 14 Bi 45' / 1 1 HXH EL80W ... I f E _ _. ___- - - - : S 25.31'37" E '11 " PT 14+31.77 _ --_ S 25•�1' ] ) � HOT 0A6, g A 16+�➢ 23 R CE RO_ CONSIRUC'IION NOTES �� P 18 MjR h4 4t : 59+60 00 D. (8 24 /5\25;1 '37' ? 8C CAS '`+ti \� 6' TEMP 8 0. (8.568) _ m ' a ml', 13 n 1J HXH ELBO 4;cy- '� I C] 1 A\ "•~� � (0 19TELEMETRY POST (B-533) I.7S.43 ENO J _ o 18•• PVC C-905 CL-235 PER EMWD STD. DWG. B-4U8 1 PLUG«CAP I C071 A00. 30' FOR FUTURE « � 00 RICE RQr.. 18" DIA. RESILIENT SEAT GATE VALVE PER EMWD STD. DWG. B-255 II �_� _ : _ � A '00 ST 21 24 If JLMPOPARY 6" BLOW-OFF ASSEMBLY PER EMWO STO. DWG. B-568 1 +11.91 45' S7gE S 2 : f] ,� END PLUG/CAP 525 31 �l"EJ y� ET f STIC OaNJ H H ELBOW q 1400 00' ! TELEMETRY POST (13-533T `[ 3 18'XiB' r8" FXF TEE PER EMWD SPECIFICATIONS -aYmuE25 52T.E m - 13+97.43 1 25.89 32- 1 �. COIL ADD: 30' FOR FUTURE 48 4CP 'l dT---_'f '�' o '.� / I EMOPLUG/CAP C-626 95 17+49 60 - 19+00.00 TEMP 1B" WTR BT OTHERS ,. fb 18•• DIA, FXH ADAPTER PER EMKO SPECIFICATIONS / 2f 74' 18" WTR X IND 2- GAS _ 6' BO(B-568,' � SHE 12 � o� �'�_ BOT 2 GAS-1453,1± OJ 18" DIA. 45• FYN ELBOW PER EMWD SPECIFICATIONS inm - - R/W, fin° SB WTR=1461 83 �,., �` J R/W .�� f�A s (_ f0 78' DIA 90' FXH ELBOW PER EMWD SPECIFICATIONS - I _ 12+31.43 RICE RO- 2f WATERLINE END PLUG AND CAP PER EMWD SPECIFICATIONS IB 16 6 264+7$.55 NEWPORT RD fa'-90' FXF ELBOW 24 TELEMETRY TERMINAL FO57 PER EMWD STD. DWG B-533 18" FXA-.RD-APTO 12+79.43 C RICE RO '- 18" FAR ATLAPiOR(E) 65+02.56 4 NEWPORT R0. 16 PVC, C-905, CL-236 1 CSU 2° SEWE'h MAtN ?=_R Ee11V0 5PECIFVCAJ1Cdd5 R/W -,�' ]6. B8- (1720 PZ) 25' W C/I. 18+3] 90 RICE RO ' \ _,tT %z�3!.43 glcE Rr,= T F es' __ W TELEMETRY CABLE 16 f3 6 6 9+82900B' A' ST _ 2G5+08.56NEWPDFTFD. -- -- - -- -- fa"x18%1B" FXF TEE V 18'N"H % ING12"5WR. ) T 1Q' PIIC, C-905, CL 2351 j8' FXHVAOPTR(S) NEWPORT ROAD (1627 Pz) 18' W. C/I ra - �� EDT.:B WIN-!4(0590 :d C • TOP.12 SW9=145e.28 SEE SHEET 12 W TELEMETRY CABLE ��.R/K a � I z�. r A� � R_'ko �' m � 'URVE DATA �\ W m RICE ROAD 10+00.00 It A 6T = N f A OA BEARING = N79'2873"E, LENGTH = ]6.85' A• ,STq� fB+46.78 It RO. Af �' Q BC STA. EC STA. R CH L T A �A ll ` C] 14-31.]] I6-37.90 1418.00' 409.92" 411.36' 20 J.f3' I6' 37'17' BEARING = N19'2823"E, LENGTH = 16.97• ET ~ CI z. L d 1720 PRESSURE 'ZONE hRAPIi'f Si.4., F `lI CB 14+3_ ]l 18+31.06 1425.00' 405.06' 406.43' 204.61' _ 16' 20' 30' OC BEARING = N25'31'21"E, LENGTH = 16.85• b A -" 1627 PRESSURE ZONE �\ 19-00.00 1418.00' 62.89' 62.89' 31.45' 2` 32' 29" LY BEARING = N25'31'21"E, LENGTH = 16.97' _ 40 20 0 40 AO ; o - APPRDreO Br: WATER AND SEWER APPROVED BY: DATE EASTERN MUNICIPAL WATER DISTRICT 1° use/u3a aj UNDERGROUND SERVICE ALERT ND. DATE 1NUA� oESCRmrlav APPVD ] DATE vTsr ,{ EASTERN MUNICIPAL WATER DISTRICT D`sn,NtD sz. 10]06]04 - SA. 41/33 _ CIVIL ENGINEERS 8124/06 AL? ADO 12"sEwea mAw �Y cE A� Aii/_ fF [i�aTq CND sz_ o/D6]u4 ca 0B76.J[G RIVERSIDE COUNTY, .,AL N A A L e [ R r A. a° °jD. c WINCHESTER VALLEY INFRASTRUCTURE CFD CALL: TOLL FREE `7�' TT 3786 MECCA. ST. Y • a cE A. DAvvs cREF erP. 12-3f-os DATE 2.OLL W ■{�'�LKLK RIVERSIDE 92506 I L CfECNEO NEWPORT ROAD WATER/SEWER IMPROVEMENT PLAN 00022 433-16 7d REFERENCES �•(- t1/AaA•1 suenitrre0 PLAN AND PROFILE 24A-weox/24e-% ID. GXOC CMI. ENGINEER OF BVBDNISON$ GATE SMT. 10 OF 227'2600 ASS 0 C I A T E S PH. (951) 686-1070 1P N Ti DATE RICE ROAD STA. 11+50.00 TO STA. 10+50.OU '�� CIp{1• ! POJ. ENG D� Y rw Mmtre e,n aso¢,a ote ENGINEERING CONSULTANTS FAX (951) 788-1256 �•a,py7. APPROVALS T 14 FOR EASTERN MUNICIPAL WATER DISTRICT wn. 03-0128 6PECIFICATIDM N0. MTP.NFMTIR6 i. RESTta1r{ - -- - - 8-66 .0 Lam. .: � ?-j_ _4--L _ +_._ _r .�,r- _ - :.._ __. .L_._i.a✓_.. I i i i a r _ : _�- I _7"_T___ I 1 . -�` :..._ __ ___,_ _.-..._{__._ i._.� _ _ 2222__;- _ -•-_y".� �.-. _y__ 1 1 __.._ ___2222_. ____• -_ _,_. _+._.: �_.__ : _ . - - __- T�T 1 I . --: _ T - "t-RRAINT ALL _. . � ��A� - - � - •-- STRAIN L - I'LOO no R� - _-_-_ FINISHED GRADE _ 1 AT a OF STREET 1470 > y� ---.---T--- EXISTING GRADE '--_-_____ ATt OF STREET \ - .�. _.T¢ 14" S=-O.0020- �-_ S'-0.ofoO C.C. IB" PYC C-99 22 .._. Oa moN. -COP PEfrf�nrB--- CL-235. 1720 PZ ��__''-• COF PER ENND- - b; ^ -SPECIFICATIONS -- - o C.C. 16" PVC C-905 CL-235 - -�- -�' s=_o.or SPECIFICATIONS n o (1720 PZ & 1627 PZ - �.. 1480 am C.G.. 18"-QVC.II-905 CL=235 W - -' - - - - 1480 - 1729_P_Z.& t_27 Pz obi `' - . ou -w ..mmZ oe .. _. - --- _ C.C. 18= PVC C-905 CL-235 1627 PZ m Nmm_ - _-mmo mma tion - 1627-PRE3SiIRE-Z e? m®? - a m e 1720 PREssuREzo - :x�.:x� oW PROFILE SCALES mV mm� o�m HORIZ. 1"=40 ' NOTE �mo VERT. 1 =4 ' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 CONTRACTOR SHALL vERTFv EXACT LOCATION AND ELEVATION SEE SHEET IZ OF ALL EXISTING FACILCONSTRUCTION �-- v P ) NEWPORT ROAD PRIOR 7"o coNsrRticnoN 18" PVC, C-905, CL-23u 1720 Z 37' W. CIL W/LOCATOR WIRE - OLD RICE ROAD M+D e5 & TELEMETRY CABLE - - \� w.Do.oo a v- ST. 87,j? + 16 13 6 6 12-31.43 RICE RD= Q l .� ` 264+55.55 NEWPORT RD 18"X18'X 18- FXF TEE ] - 1 18- FXH RSOV(MSS) - --- J6- - --- s FXH AOAPTOR(W) 1s" PVC, c-soy, 3 s27 Pz) BOOSTER STATION ) 118' PVC, C-905, CL-235 (17c0 PZ) 1 - ya. I - 30' W. CIL W/LOC \ \ BY OTHERS L ,// 3T W. CIL W/LOCATOR WIRE --�i' - / r ±6- WTR & TELEMETRY CAB l� �� N y� 11+50.00 SHT 72 F/W 14+0281 V 1B.3L06 RICE R0.= l ,- J AV/AR L8-367) A 45' HXH ELBOW J] �6 1d�16 9+]5.00 'A' ST, 6" TEMP 80 (8-568) \\ 18' FXF 90' BEND 1 Q I � \V� 18" FXH RSGV(N) 14+14 6. 45' 16FXH ADAPTOR (S) \ 1^ �S 253]" _ -�-_ B -rXH EL "p f7 BIN 1' +g2 O7N6 �� f0 �, CONSTRUCTION NOTES S 25 31'37" E g' a A D Pr 14+31 7] -�-- BOr'2 G 2` GASB ' I/ I , --- --- t ;] 1 i� 70P 18 R�463.Bt 18*31 c3 RICE RO_ } t / _ 1 _ o- 5 25' f 3%' S {+ BC -� dt 3B. l 1 w O 78" PVC C 90b CL 235 PER EMWD STD. DWG. 8 -408 i�x 1 ) f - CB \ \ =9+60 00 'Oe- Sr 1t 24 ' 0 14+00 00 45 /? �/ V - 2 - 68) O 18" DIA RESILIENT SEAT GATE VALVE PER EMWD STD DWG B-255 11 f 1'2 �' ' : ,•- \ gbTELEMETRY t 2222-^. 'EMP a. . ti, - -.. ADD _ 15 MXH ELBOM �n \� _ -- --- C7 1 \ - / C6* GS r R FUTURE fl TEMPORARY 6' BLOW-DIF ASSEMBLY PER EMWD 570. DWG. B-568 ~ 5.91.37 E L1 -_ �- ti_ .� ' ��, L 3 T O(6-133) S 25'31 1 +11.91 45' --�_�J - --_ 7_ 0 1;e.38.00 RICE RO 13 18"XIB"X78" FXF TEE PER EMWD SPECIFICATIONS �\ H ELBOW 17 STREET a l 1 =9+66.00 'A' ST. 21 24 A-25'39'32- E ' 1 � NO PLUG/CAP � ^-� ,. TELEMETRY FOS' !9- FUT f6 18" DIA. FXH ADAPTER PER EMWD SPECIFICATIONS � � � '- \� I'' A 1 1 �_ COIL ADO. 30' FOR FUTURE f8" NiN i L533) =626.96' 17s43.60 ---' SLIT 12 ii - '-��=621.74' fB- NTR X-;NG 2- GAS 00 -FHP�. _}}�� 19+00. 1J 18" D�+. 45 FXH ELBOW PER EMWD SPECIFICATIONS - - --_60T 2' GAS 1463.Sm \ ,^V/?. - 5- 80%8-568; 1 16 18" GA. 901 FXH ARn I' E.•,{WD SPECIFICATIONS 1 f8' NTR=1461.ds f9 f6 a f2 3124, RICE ORT RD +. 21 WATERLINE END PLUG AND CAP PER EMWD SPECIFICATIONS 264+]2 5 NEWPORT RD '� H/N \ P/N 24 TELEMETRY TERMINAL -OST PER EMWD STD DWG. B-533 18 90' FXF ELBOW .. 18- FXH RSG9(N) - �I� 12+79.43 a RICE R0= \� fH' FXH ADAPTOR(E) R/W , I 265+C256 a NEWPORT RD. '` 18" PVC, Q-905, CL 235 \-\ CIL -_� 70 -,8 (1720 PZ) 25' W. LE f6 13 6 6 18.37.90 RICE R0. \ NEWPORTie _-_ -.- �W TELEMETRY CABLE EE > 9+82 B- "A- ST. 18'X18"X18' FXF 7 ROAD is PVC, c-aos, CL-235 B- RSGV fN e N) V �� pm ; SE3 SHEET 12 (1827 PZ) 18' W. CIL fe' FXH ADPTR(Sl l / '*- A/O p a ^ TELEMETRY CABLE RXN a, �� v Q �' E CCKCE DA � __ RICE ROAD �- I "" ""� /� C z AID BC STA EC STA, P CH L B A \ 1fer3+.); 1B+3790 141 B.Op" 409.92' 411.36' 20].l3-� 3I ]� -� FARING = N192823 E, LENGTH = :0.85 \ " f0+00 �� GrLPHIC -GALE =n : L- I _ ,419'2823E, LENGTH = 16.97' �� 6.7 C RI F 40. 31 � � n/ T 1720 PRESSURE ZONE BEARING �7 )8+31 06 1 :425.00'1 405.06' 406.43' 204.661 16 20 30 ", N G a .A 5. F`� 18+4 P -_ _ - - PRESSURE ZONE �) BEARING N25'31'21"E, LENGTH = 1n.85' u ,19 18,37 90 19+00 00 :418.00' 62.B9' 62.89' 3l d5 2 32 29" 2627 4D dC 40 FC --� � BEARING = N2531'217, LENGTH = 11 97' 3 UNDERGROUND SERVICE ALERT REVINOre .Waal°E e" nG DATE 1WT:AL 3.v_'am?[oN T7VD ; DATE WATER AND SEWER APPROVED BY: DATE EASTERN MUNCPAL WA TEp DISTRICT sei::as CIVIL ENGINEERS - - X9 7 EASTERN MUNICIPAL WATER DISTRICT °s1-0 s 0 0670< q_7" m CALL: TOLL FREE ALE E R T A. 3788 MCCRAY ST. _ �1T♦o°f~art AQ L b wi SZ 10/06/04 -RSIDE COUNTY, ..AL1 FORMA 41/3:1 DD qq♦ ♦ 7"w dSL A DAv1, C4Tzoo UP 1z-31-os onre L �` a ED WMHESTER VALLEY WfFRASTRUCTURE CFD oe>e y 1 800DD RIVERSIDE CA. 92506 - 8 REFERENCES V )• 0 f/M YI�ED_ NEWPORT ROAD WATER/SEWER IMPROVEMENT PLAY _zae 227.2600 PFT. (951) 666-1070 ---- - - o. u>re� J roQ As 0 C I A T E S 1t-af CIVIL ENGINEER OF 6 P�ISICNs DATE PLAN AND PROFILE z4n-94eoe,zan-oe us nrs eaE vols ENGINEERING CONSULTANTS FAX (951) 786-1256 �? c1rn u,TIK GATE .f. ��w RICE ROAD STA. 11+50.00 TO STA. 19+50.00 /�s+: -- `a,ON. A PMVALS PROJ. ENG Y'- ' T1" i 96,2 FOP: EASTERN MUNICIPAL NATER OISTRIC( J. 03-]I28 y<EEIFICaIIu1 NO. 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FurDRe RROAD i0" SEWER MAIN 10" SEWER MAI 8" SEWER MAI / ---) (----JJ,, ----- iADrf EASI LOOP --- �/\ S STRW t,vel — -- � I M"! M SgaF;c R b `TaRc ROM SHEET 15 i ( SHEET 18 I r QA o�D)6 TEMP. B.O. UON AD —' —l i EAST IADP l HEELER R aj MALS S[RHeT� SHEET 17 f SHE END I SHEET 19 10" SEWER MAIN SHEET 19 END PL" END PDo END atm SHEEP l9 — END PLUG its �A_F.RN MMUAfC,TA1 NEWPORT vArlk .li5rv,cr ROAD r.-.....x.,w I TO HIGHWAY CITY OF HEMET x..wa.xeu'„ Oeren,0er•.2006 N LEGEND I a. ,..._. w"wagrer - Da.Wee CPunH Fire Deparbnene 315 x..,r 40&0 Lernnn Sl.2"OFkXx \~4jE wm•N Rhersge,CA 92502-1569 R �_ 9TH AVE I----b PROPOSED i" OR 2" COtABINATION A.V. 6 A.R. Dear MC Wagner Q' �I SZMPSON FO :W +-----� PROPOSED 6" BLOW-OFF ASSEMBLY w w �a aI v 4I 2 2 RI W N G °�• :�V BuWjacl: tDh,Ph Tank BUPWY PIpMreb Nawoun Roae '. I� CATHODIC TEST STATIONI ¢¢4 i 's. i IW Q pavekyNrMnla WX,dbsb VaAey Arae,the XSA4aialatOA,g Mn 2I ," 0 > �r OLIVE I .¢ AVE F ,wms ., mrvsUU Yin,/a be NeNporl Tank ar,tl na asepcaWC 1e (EMWO YDM�wmPOn, wn a'e,eae T be l E AyrAga W~' I--� TELEMETRY TERMINAL POST J r I i 'q n ...n, ) ppatale artl mabtan X,e new,nnt mp apPF/Fy6r,aAYtl,.ia aec subx-nml EaneM b be a="WmU w vaAay Area Maw gate,n. � T��T � Thb IV'�IL PROPOSED RESILIENT SEAT GATE VALVE PRI--- -OISCf SITE- tB"^d'�"k-*VY PpeMne,NC<06edib,NXypl R MasMe eaa Xy(ar PROPOSED FXH ADAPTOR NENPWT RO. DOM IGONI PKWY eaiBnXi10^P'�'"°. naE-lAwVa afcyb aXy apr,Se Msdawel FASAY] i 'N of 50p be1bbryy,anEbpM�Aj wsy<my{6a mnnetlpbbYanemhypn � PAiTON AVE ppXinec,wNarovarfmabb,barpq Na awbw.D aep,Nml'walerfaTily at Vre PROPOSED NATERMAIN 15 I NEWPORT 90. PATTON AVE are.,t a a ha hydea or baYiq scrod ke. (PATTON AVE) 'I'^ u,wnb,ae,ym+aPnawneea a,Nwp„ai k,rgeese tM sxbrdN,rk: PROPOSED SEWERRAIN r(908)92&OTTT,aM 4Md. ,,.a O SEWER MAMIOLE EXISTING TELEPHONE .., Cwoy SATP F'Noayece,p E Senior crva Eglneer --------- EXISTING WATER (SIZE AS NOTED, SPECIFIED OTHERMISE) i C"00 ----_---- EXISTING SEWER (SIZE AS NOTED) w E —G-"-- EXISTING GAS (SIZE AS NOTED) 5 AO nn \_ —FG---- EXISTING FIBER OPTICS TO THE CITY�+ OF TEMECULA J �,•^ a m,.L+ , ,v - .•."'' �- EXISTING POWER POLE LAERIAL CONTROL 1720 PRESSURE ZONE GkAP,IIC SCALE i' .-:.500 VICINITY MAP EDGE OF PAVEMENT (EP! 1627 PRESSURE ZONE ��� THE THOMAS GUIDE MAP BOOK, PAGE 869, GRID Al. 81, Cl. U1 E1 AND FI 1000 15G0 04 31, A322033, ANL 34 OF T55 REN TOMNSHZP: SECTION FIRE HYDRANT NOT TO SCALE UNDERGROUND SERVICE ALERT ' CIVIL ENGINEERS 11 D°rE 'MTI D S RIprION °BY: E CALL: TOLL FREE A L B E R T A. iz 3'ob SZ. ADDIN*SHEET ZDAAD / DATE �4+0 SEWER APPROVED BY: OAT E WATER AND tn�� iSYS MAT [♦ OESI[HED 52. EASTEN1.800 3788 MCCRA. [tS25 �i� aA � EASTERN A(UNiCIPAL RATER DISTRICT oiDsioa RIVERSI ALYWATER DISTRICTRIVERS CA. ADB + , . 10/05/04 CALL PORI' A 5A 41,93 1M @d C£ pA IS G 00 EXP12 3] 05 D iE / TgACEO w ` . T� VX 0.227 2600AIyEy MAS oaTR �• (951) -1�7U Ip• X00 REFERENCES �/W ) l - FyT aED'm NEWPORT ROAD NATER CO F-N TNEKM9G CONSULTANTS FAX (951) 786-1256 Te"+1 c1Vn. ENGINEER of sieoIVISIONS re ssNlrrEU /SEWER IMPROVEMENT PLAN WORD. MB-IB INIr1At DATE PLAN AND PROFILE All, APPROVALS FHE DEPARThMT uA-aeoe/ua-oesHT.ypAO Zp r FDR EAET,ERN MUNICIPAL WATER DISTRICT N.D. D3-01ze D-29630A IDT M, 9aa -Ba