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916-U 6/30/2002 Water/Sewer Improvement Plans Springside Dr,Sparkling Dr,Clear Brook C r_ - _ s — E . M . W . D . WATER NOTES ' COUNTYOF RIVERSIDE EMWD STANDARDS AND SPECIFICATIONS.1 . WATER P/>�L�E.4N0 APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH RIVERSIDE COUNTY DEPARTMENT OF HEALTH 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING i WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION. SEWER LINE LAYOUTWATER /. SEWER : I NPROVEMENT PLANS Z! 3. ALL SERVICE CONNECTIONS SMALL BE 1 " SERVICES x S/6 " METERS WATER LINE LAYOUT f UNLESS OTHERWISE NOTED; AND SHALL BE LOCATED AS SHOWN ON THE PLANS, ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. SERVICES SHALL BE INSTALLED THIS IS TO CERTIY THAT THE RIVERSIDE COUNTY DEPARTMENT OF HEALTH IN ACCORDANCE WITH STD. DWG. B-590. (ryAc,,B"). APPROVES THE DESIGN Of THE ITEM S) CHECKED ABOVE. FOR 4 . TEMPORARY BLOW-OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG B-558 5. AIR VALVES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-598, TYPE `B7 HEALTH OFFICIAI DATE 6. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. TRACT 25259 - 27 . ALL PVC PIPE THROUGH /2 INCH SHALL BE TYPE C-900, CLASS 150 EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. 8. )"STALL- LOC47-OP ullC�E ovEK µlATE2 Mo.11.1 PEe STD. PulC.2 13 -1v5ro 9. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE. ;N!TH STD DWG 8- 362, (COLOR C ODED 017WNG'E). JOINTRESTRAINER4 INSTEAD OF THRUST BLOCKS, SHALL BE USED ON ALL MAIN LINE PIPE NOTIFICATIONS Q IQt 0. JOINTS WITHIN SPECIFIED LIM',-M, AND ALL JOINTS OFWATER APPU+aENANCES LATERALS OFF ADDITIONAL GENERAL NOTES il MAIN LINE, PER STD. DWG. B- 6 63. AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL THE CGrl1RACTCR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 1 i • FITTINGS FOR PVC PIPE SHALL BE DUCTILE OR GRAY ,IRON. FITTINGS SHALL NOTIFY: BE-FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH-ON JOINTS, AND SHALL WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES OTHER THAN BE CEMENTED MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND A. EASTERN MUNICIPAL WATER DISTRICT. 909 -928-3777, EXT. 4830, PRO✓ECT 5/TE o THOSE WITHIN EXISTING CUKrl'XIS r-04 Y INSTALLED UNDER FRANCHISE SPECIFICATIONS. AGREEMENT OR PEMIT. 12. POLYETHYLENE ENCASEMENT: ALL DUCTILE OR GRAY IRON FITTINGS. SAHLL BE B. UNDERGROUND SERVICE ALERT CUBA) . 1-800-e27-212P00, use,oichfi.0'16-w a./-rw.,I -C•),Ra.7.r00, 3 -7 POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS C. ALL PERMIT AGENCIES er./imes Jane J-37M hydrinl �� ALL WORK SHALL CONFORM WITH THE REQ>�REMENTS OF THE RIVERSIDE COUNTY AND SPEC I F I CA I TONS. head un/essotherwlsa.fhownerlhe 4, O ROAD IMPROVEMENT STANDARDS AND SPECIACATIONS AND SUBSEQUENT plan Orin the Jpec/l/calien.— - /3. BLOIV-�FS 9H,4LL 61E' /N9TALLEO /N ACCAROr9MCE W/TH S1'D. OWG'S. D. ALL OTHER AFFECTED UTILITIES NOTE: All c,p s opers/or nuls 5-Z 'FAO ,' ; AMENDMENTS, DATED 9/6/88, CO. ORDINANCE N 0. 4 61 OF F/RE HYDRA/NT 15rONGl4R0 6,6-8s7) SO. CALIF. GAS TRANSMISSION D I V. • BANNING CUBA) . 1-800-22Z-260Q C /•k/fi-face tapeinl 1 , o SO. CALIF. GAS CO. • R I VERSI'DE CUBA) . 1-800-227-2600 -- �6P _1-7 p/aalic capw//h \ �' �� .i1-6 �' ,� %v IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY GENERAL CALIF.TELEPHONE (USA) .- 180800-22 7-e&Q0 chain .,n, 5-/ \3-5 kb TO THE COUNTY OF RIVERSIDE PERMIT, FCR ALL WORK ON EXISTING t.^4UNTYQ E . M . W . D . SEWER NOTES - !-9 O MA14TAINED ROADS. E. CONSTRUCTION UNDER COUNTY OF RIVERSIDE SUBDIVISION AGREEMENT: finiih ____ ' , grate f'f/a d Cl break-off riftf with � ' � � �_ � �1-5 I � � °� 1 SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE CONTRACTOR SHALL NOTIFY COUNTY OF RIVERSIDE TRANSPORTATION Note: when no cures•� a'�+eaNhka °"asnd and 6-t• __--- ► J WITH EMWD' S STANDARDS AND SPECIFICATIONS. DEPARTMENT. CONSTRUCTION SECTION AT RIVERSIDE 909-956-�,7� �••� IeNhala.therandelee.Alahs) �- ---- 3.4,_/ MINIMUM PIPE COVER FOR WATER LINE SHALL BE 48 INCHES. Oidrwa/ks ara prapoael y„&(cen.ent ms.ter holed) 1 ,' \ AT LEAST 24 HOURS IN ADVANCE OF CONSTRUCTION. ranch width hydrant is/e he ;' I \ 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT) . placed/s•wllA/n .' • \ THE CONTRACTOR SHALL PLACE A BLUE RETROREFLECTIVE PAVEMENT /he read rl t of wj y. \ 1 \ Use N■H role. y' ���� e'Aiip1/ti r //anDe with d-,O 10N of One of fine L. - -- / hales a/onflh of Gat Iron fire NEWPORT /40gD MARKER AS SHOWN ON THESE PLANS TO INDICATE THE LOCATION OF FIRE 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, .A.w w.,.. ,,,A art for T' N�Ie� 7 ^ Nydraw/ Aury (5..N.le 3) % EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLANS. PER EMWD ,.tl„l,.d A ,,,,,.j lap,,,,,,, �,.»..,.t »...,,,, ,.....i► HYDRANTS. PLACF KARKER AFTER FINAL LIFT OF PAVEMENT. STANDARDS AND SPECIFICATIONS. _ SEWER CERTIFICATION � �► �•/ r•• ve.,a. I so m. ^ v 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. DWGS SB-53, I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 7 `•pinptitesf/snff ` � SB-56, SB-58 AND SB-61 , AS APPLICABLE. SEWER MAINS MAY BE LAID 25259-2 IS IN ACCORDANCE WITH THE EASTERN % � sa wry I ! +;, THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. MUNICIPAL WATER DISTRICT' S SEWER SYSTEM MASTER PLAN i ell"/y"', © i AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT - 1 - - - - - ---- - - - - -- - ► ADDITIONAL SEWER NOTES ALL RE91L1ENT//x�aj s swims Awff oN6w-S/TE Cl!'FANOUT IN ACCORDANCE WITH STD. WASTES FROM THE PROPOSED TRACT. 1 DWG . SS-52. • : •�1'Asbeslas cement pipe : '....: �tZQl'4. MANHGI!ES G>f DEPTf15 LESS 7�,'AN FNEFiEET Fes' '1 FAN/9H STREET �\ �� 6. MAINLINE CLEANOUTS WHERE CALLED FOR ON THE PLANS SHALL BE CONSTRUCTED EASTERN MUN I I PAL WATER D I STR I{.T Concrete thrust >�� 6RACaE To $E7�{�R/°Yo' 9/LfELF !iR�'TO 6F 0209rAWriF4O/N block (are 0-4 71 Concrete thrust block ,� � Concrete VI/we supper. 4 3f n of Bearing are, for both/sol free' ,44r6w.01171. 'E• W/71Y 4T0 OWG. 60-30. IN ACCORDANCE . WITH STD. DWG. SB-52. M(/llr) Z' TArua/black l vo/ve Thal/be poured seOs h aw!/ �ss�a0alas/undisturbed"r0l o -M 6d1 btOr.r.� support shall be poured interference with ba/IeC a ■ BY i CIVIL ENGINEER OF SUBDIVISIONS DATE connection. essurs equal as&EAI /H . Fo.�`lerael soil V I N T MAP ' ©/5 RECON9rIeZ(OT/ON OF EXIOT/N6 Af,4V IOGE'9 9Hw&1_ E SCf/E CE 7 • PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE xprr+h/y and hive a � 9 pres+w..tt EMND S1d.0..9.6-407 � L.Z// physai/saprrrhon NOT TO SCALtAT T//E 4*bVY6V/EN0,6 AF EMWO .4W 06 C?i PLElEO N// / EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. F111E W04klN6 a-We F0164OW/N6 /7J CVMMENCEMENT. WHERE CONNECTING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, 'NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE WATER CERTIFICATION STANDARD FIRE HYDRANT DETAIL (B-3F BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 25259-2 IS IN N.T.S. 8• ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE EASTERN A[[ SEN(Ef1,l&=15T ,VrT/liIKchIAIt1PV4ESHALL BE SUCH THAT ITS CROWN ' MUNICIPAL WATER DISTRICT. AND THAT THE WATER SERVICE. STORAGE AND SHALL BE LEVEL WITH THE 'CROWN OF THE OUTLET PIPE. AT THEIR DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO PROJECTION TO THE MANHOLE CENTERLINE. SUCH TRACT. THIS WILL SUPPLY WATER TOR SUCH CTRACT V AT ANY SPECIFIC DOES NOT CI TQUANTITIES.I FLOWS OR ARANTEE THh 1 T PRa!? DR/VEW.4Y 9' © IMPLEMENTING FACILITIES 9. .- SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. ,PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. W 0 DWG, S8-177. -CAG'r4Tl0AN.3 Z ,t0'�5'M/N.) Z � ,AF WYES ANU LATERALS, WHERE NOT SHOWN ON THE PLANS. ARE EASTERN MUNICIPAL. WAT R DISTRICT �► MENIFEE VILLAGE PHASE II-A P .M. 21838 WATER AND SEWER SYSTEM TO BE DETERMINED IN THE FIELD PRIOR TO CONSTRUCTION. TO r f Z 7 L o 5 S PER D-13108 THRU D-13132 (SD-14364 THRU 5D- 14365). MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" DIAMETER UNLESS BY:- �L»-•.c, v R1N, OTHFRW I SE SHOWN ON PLANS. F CIVIL ENGINEER OF SUBDIVISIONS l4ATE SEWER L4rERltC w0 41101 s�,Q�rcEt none WATER SYSTEM PER TRACT 25259- 1 OR TRACT 25259. 10. THE CONTRACTOR IS ADVISED THAT THE WORT( ON THIS PROJECT MAY #y 15" OFF51TE SEWER LINE BUILT BY MEN IFEE VILLAGE PROJECT (SD-NOE) INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE 5 s RESPONSIBLE FOR "CONFINED AIR SPACE ARTICLE 108, TITLE__8 CALIFORNIA ADMINISTRATIVE CODE. © A 48" OFFSITE SEWER PIPELINE ALONG SALT CREEK CHANNEL EAST OF BRADLEY ROAD TO TREATMENT PLANT. �11 . BACKWATER VALVES PER SECTION 409 OF THE UNIFORM PLUMBING CODE � ARE TO BE INSTALLED ON LOTS 40491. FIN,&X IIEOAr4�ELEY07,UW.V TYPICAL LOT L SEWER LINE I N TRACT 25259 ON SPR I NGS I DE DRIVE FROM TRACT BOUNDARY 0 DE 0.5' A~ 11900 6eey4 r141#". NOT TO SCALE 25259-2 -TO STUB-OUT - MENIFEE VILLAGE PHASE I NORTH INTERCEPTOR 12. WHERE GROUNDWATER IS ENCOUNTERED. ALL VCP PIPE SHALL BE TREATED FOR SEWER SYSTEM. ABSORPTION RESISTANCE PER EMWD' S SPECIFICATIONS. C S L ENGINEERING , INC. \ comnerEO m,-rE*svrw6 Fs,wwrIES. Q13. ALL P I PEZONE BEDDING AND TRENCH BACKF I LL ARE TO BE PER STD DWGS. 651 STERLING AVENUE, SUITE A' SB-157, S6-158 # SB-159. RIVERSIDE, CALIFORNIA 92503 (909) M-5122 FAX (909) 783-5180 . T SEWER LEGEND CE . M . SEWER QUANTITY ESTIMATE GENERAL NOTES RESPONSIBLE FOR REVISIOWQj --- 0­ - - SEWER MANHOLE 8* SEWER MAIN. . . . . . . . . 3,698 LF. 41 ALL MATERIALS AND INSTALLATION SHALL CONFORM TO RIVERSIDE COUNTY S !, SUBD I V I S ION IMPROVEMENT ORDINANCE NO. 451 .ro-1068- *BENCHMARK M-14-63 RICHARD A. SCOM 1 . - a' —6 — - NEW SEWER MAIN AND LATERALS 48" MANHOLE. . . . . . . . . . . 19 EA. 0 0 , WAS RESET 6-1984 R C E N O 25917, EXP DATE 12 3 O 1 2 I COSSEEP SEPARATION ON.BETWEEN WATER/ �SEWER SANE REFER SIDE � DATE /-/8-9-9 --5-- - EXISTING SEWER MAIN, SIZE 4" SEWER LATERAL. . . . . . 3,750 LF. ELEVATION : 1425.301 AS PER PLAN CLEANOUT (SB-52) . . . . . . 1 EA. ALL MATERIALS. TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY PPROVED BY THE RIVERSIDE AN9/TE G/9TER�! C/.E4W1ClT.. /08 EH, SEWER MAIN WITH LATERALS WITH THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE AMERICAN WATER I . . . • . . OUNTY FIRE DEPARTMENT PLAN DISCLAIMER C6 MONTHS) CLEANOUT (MAINLINE) SB-52 (90-5e) WORKS ASSOCIATION (AWWA) STANDARDS. SEWER AND WATER LINES WILL BE INSTALLED BY THE SUBDIVIDER FOR EMWD. ~` THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) BW BACKWATER VALVES UNLESS OTHERWISE SPECIFIED ON PLANS. MONTHS FROM THE DATE ON THE LATEST 1?EVi'5A0N . IF -L z CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME. WATER LEGEND [E . M . W . D . ) CATER QUANTITY ESTIMATE FAILURE TO MEET ANY OF THE REQUIREMENTS OF THE COUNTY OF RIVERSIDE AND TwE t EMWD REQUIRES DRAWINGS BE REVIEWED BY THE DESIGN AWWA SPECIFICATIONS WILL BE CAUSE FOR REJECTION. Y: I DATE ENGINEER FOR POSSIBLE CHANGES IN MASTER PLANNED NEW WATER MAIN Aw P.V.C. C900. CL. 15O 3, 9191 LF. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE COUNTY OF RIVERSIDE SIZING AND CHANGES IN SPECIFICATIONS AND STANDARDS. EXISTING WATER MAIN PERMIT SECTION FOR CONSTRUCTION WITHIN THE DEDICATED STREET --►r-- t Underground Service Alert WATER/SEWER APPROVEDOY� — - R.S.G. V. STANDARD FIRE HYDRANT ASSEMBLY M-362) . . . . . . . . . . . 14 EA. RIGHT-OF-WAY. EASTERN MUN I C I FOAL WATER d I STRICT WATER SERVICES (1 " WITH 5/8 " METER) . . . . . . . . . . . . . . >06 EA. WHENEVER A WATERLINE ENCOUNTERS A STORM DRAIN PIPE OR OTHER OBStRUCT I ON ' • - AIR-VAC d AIR RELEASE VALVE A&AND CROSSING OVER THE OBSTRUCTION WILL RESULT IN LESS THAN 36 INCHES Call: TOLL FREE ( OF COVER. IT SHALL CROSS UNDER THE OBSTRUCTION WITH A MINIMIRM OF to A.V. t A.R. ASSEMBLY IB-590), TYPE "B". . . . . . . . . . . . . 4 EA. INCHES OF ARANCE. + . , . ��`� CIVIL ENGINEER OF SUBDIVISIONS DATE 1 -8� © ft - FIRE HYDRANT 8" B.F.V. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 EA. FIRE HYDRANTS SHALL BE LOCATED PER $TD. DWG. NO. B-36Z. DATE 227-2600 1I-19-4 8" R.S.G. V. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 EA. .. APPROVALS �_ - BUTTERFLY VALVE TEMPORARY BLOWOFF ASSEMBLY fB-568) . . . . . . . . . . . . . . . y f EA. SCHEDULE NA INSPECTION ELEV 1627 TWO WORKING DAYS BEFORE YOU DIG OPER. _ '�' — SERVICE CONNECTION WITH METER PRESSURE Z 0 N E E N FEE V I L L-AGE - T A NTC eE�iCHI�ARK: RECOMMENDED FOR SEAL S QP o APPR ED BY DATE s/••� THE _ COUNTY OF RIVERS-I DE 41 k RIVERSIDE COLNTY B.M. M-14-63 IN THE T APPROVAL ,'- OFESS/ �y INTERSECT ION OF IEYPORT ROAD AND c? N. Qo o. C(j F « �' �.� oTf ,'-� '����� M ql � F vk�TRANSP TI PT. RIVERSIDE COUNTY CALIFORNIA K E I T H 22690 CACTUS AVENUE LI ROAD e A 1 IRON PIPE AID �� �• C Q �. - T� T 25 4-a -2- . TAG RIVERSIDE COUNTY IN CAP WELL "MAIENT. r� ,.rt� W m COMPANIES SUITE 300 ,c U R.C.E. NO. EXP.DATE MORENO VALLEY CA 92553 ATER/SEWER I MPR�VEMENT PLANS 23- ELEVATION a 1426. 162 CC No. 33950 �: p °C Na a1883 M Inland Entl� i r• ' 1-18-99, L-SL L)PO4TE' A107eS EXP. 3/31r96 P Ed BY C909) 653-0234 1 BEEXP. 6-30-02 > DATE �' TITLE SHEETat The private engineer signing these plans'is responsible for assuring the accuracy //1¢/�3 DIEC UPpATE N07ES NG6y1B695 /Mrg:EMENT//t/6 DATE Jj, ��r, � � �1 � and acceptability of the design hereon.In the event of discrepancies arising after q1 C) V 1�' ®Q BE NC H MAR K DATE BY MARK IWWr/E9 QUAA171r1ES 4'ra. APPR. DATE CHECKED BY FcS'j c;V�� SCALE county approval or during construction,the pnvate engineer shall be responsible OF 0 A`,a qr�. ���. AS AWN FILE �. �L for determining an acceptable solution and revisi(W the plans for approval by ENGINEER REVISIONS COUNTY OF GAS S D. I FOR W_O, ' the county. DESIGNED BY DRAWN BY CHECKED BY S �(� DATE R.C.E. NO. EXP. TE 3-31-96 DATE JUL1�" 1991 LIT T ! C769-00# RV 4410 HO/-IE$ � 916ap FOR 0/ME/V5/01VS TO A L DER GA TE TEMP. 8.0. � P—;JR L.UWER\(Z/GHT MAP,Avk AR T rM',H /V° 9 s9 r\C J ® / \ 1 � "'� �g� 8"R.y. G.Y. TEE e GB4N ovr yti h f 107 F.H. G G 105 F�Cy ��P TERM/NUS MH. NR /9 S 106 ��� tiC O B.,Rh.G.V• J I r C J U T S F. 3 cab r)�`� ) r�) ) M.H. N2 8 2 o P 0 r S� 1 r�r S C r L �1 �� TEE 103 fie" 4 REMOVE B.O. • T/E //VTO PROP. f' PRIM '1. ,� J � -� � � J 102 � TAMP.BA. 8"w STU,aouT 4 t 1 PER TR.,it5 25 9 5 J rH. 101 LF e l U 1L. R to yC 100 0( --6 TERM/ oe I `z M-N. /VT /OPW o AV TEE o V i l / � 10 C9 7 / • 9e M.H. N 7 F.H. F" a e � 11 � M.N. N$ 6 � G � 12 ERM/ �P 94�� ��� • e A4.H. N /2 rrRr-C r/ • 13 -� M.H• N.2 5 93 GQ�� G 14 r r-r i 9e as _,J _,J.�, e 915 � I e6 A.Y. cR s MH.N•6 65 e7 e3 FH 16 N e2 ' 54 e9 F�' 74 Ow ; 17 T e1 -� 45' w V. A N R rE g N N• ® GYv M•/1. /4 $ 1 e to lU 1st 7!S e0 • • Z ire 72 19 M.H. 4 rn 76 79 IMPLEMENTING FACILITIES 61 67 71 45 ELBow ; M,y /5 1�3 7e no I. MENIFEE VILLAGE PHASE II-A P 4• 1030 WATER AND SEWER SYSTEM 60 68 M.y.NX /3 PER D- 13108 THRU D 13132, (SD 136 RU SD )43G5). 70 ♦ M. . Me 3 � � P1 2. WATER SYSTEM PER TRACT 25259- ) OR TRACT 25259. FH _ N /6 3. 15" OFFSITE SEWER LINE BUILT BY MENIFEE VILLAGE PROJECT PER SD-8602. 6e 450ELf30 �E 4. A 46" OFFSITE SEWER PIPELINE ALONG SALT CREEK CHANNEL EA5T W TER E C ON DR I 22 1 OF BRADLE Y ROAD TO TREATMENT PLANT. 57 ff a6 26 � � 5. SEWER LINE IN TRACT 25259 ON 5PRINGSIDE DRIVE FROM TRACT BOUNDARY C� 29 28 25259-2 TO STUB OUT- MENIFEE VILLAGE PHA5E I NORTH INTERCEPTOR F.H. 196 f' 30 SEWER SYSTEM . F.y. • 1 . . ♦♦ 65 4 38 , 1Q CaJNPL ETEO /M�LEMEiVT/N6 F.4C/UT/E9. TEE r` M/H- /V P 37 TERM NU� 64 31 � 33 34 35 M.H. ' /6 A �C' CIS /K . AIR / MH A/ /7 r 0 r r / r r J ,� 63' H b C a ATE COU T 4p F.H F.H. 51 8 Gqw F.H• 41ov l TEE 4a R M OVE E/VD 46 U 6 42 50 /NTO "S _ _ rR AC r �- 196.47' T/ ROP / S OUT ESQ T t 5 25 Tje CT Z5 Z5 - r REMOVE 18.0. irgAcr 1252,591 2525 J - 1 � r/E //V TO PROP. h 49 8" W. STUi90U T c / T PER rR. 25259 `�� 0 BPTE / J CSL ENGINEERING INC. I I / 535.Z5' 11651 STERLING AVENUE SUITE E 8"R.S.G.V. 2 L.� -J_ �, ✓� RIVERSIDE,CALIFORNIA 92503 A. �C - B s (909) 785- 5122 FAX (909) 785-5180 RESPONSIBLE FOR REVISON:Q EPM SCALE: 1--100• FEET T7-000e\ C / WWI 0 100 200 300 7700 BENCHMARK M-14-63 RICH RD A. SCIANNI Cl1/11. WAS RESET 6-1984 R.C.E. NO 25917, EXP. DATE 12 /31/01 _ _ T,?ACT 2525 r �AC r ELEVATION : 1425.301 DATE /-/`�-99 ' TRACT 5OUNL:)ARY 25f 25J Underground Service Alert WATER/SEWER APPROVED BY t COUNTY OF RIVERSIDE I rlE /Nro PROP SEWER 1 EASTERN MUNICIPAL WATER DISTRICT STUfJOUT PER SD-860 2MEN/FEE VILLAGE PHASE r : L"LADEPARTMENT OF HEALTH I NORTH /NTERCEPTOR - Call: TOLL FREE , z ,�► . -4 SEWER SYSTEM. _`� __ _ ! � TRACT � CIVIL ENGINEER OF SUBDIVISIONS 15ATE / � 25259- 2 1 -8� INITIA DATE 7� GOO PR J. ENG. a,� a-►9-92 APPROVED BY: P.P. P. APPROVALS INSPECTIONWATER OPER. TWO WORKING DAYS BEFORE YOU DIG SEWER OPER. DATE: RIVERSIDE COUNTY B.M. M-14-63 IN THE T APPROVALNDED FOR SEAL COUNTY S Q�°F�ss/oaf APPR ED BY DATE �/ THE COUNTY OF RIVERSIDE S4V AREA INTERSECTION OF NEWPORT ROAD AND -1, ``� Ica 22690 CACTUS AVENUE L I NDENBERGER ROAD. A 10 IRON PIPE AND �;,` -p; `� �`� ' K E I T H SUITE 300 W.0,99-282 © �; FO RANSPO TI EPT RIVERSIDE COUNT — TAG RIVERSIDE COUNTY IN CAP WELL MONUMENT. TRACT 2 5 2 5 9 2 • Y 4 r COMPANIES MORENO VALLEY, CALIFORNIA 92553 ELEVATION : 1425. 152 W r� ' R.C.E. NO. EXP. DATE Inland Empire O 653-0234 SEWER AND WATER o .23-e/2 rL No. 33c,�.r �. DATE EXP. 6-0-02 ., t 3 �'>. PREPAf�ED DATE 9/e/92 H 7 The private engineer signing these plans is responsible for assuring the accuracy Il q 98 OL<C I UPDATE IMFLEMENT/NG FAC/C/T/ES CTC. cnj etc v/ t sy- ,�� . �/ INDEX MAP — 14450 and acceptability of the design hereon.In the event of discrepancies arising after DATE BY MARK APPR. DATE CHECKED BY •9T CI V i L 4ff �` r i SCALE .� — • BENCH MARK ILE N0. county approval or during construction,the private engineer shall be responsible F r J a OF CA�.� — 00 F for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE OF CALV' CMRIS D. CU MINS DATE SEE LEFT FOR W.O. — 16628 the county. 16 DESIGNED BY M.G. DRAWN BY R.A M. CHECKED BY R.C.E. NO. 41982 EXP.DATE 3/31/96 JULY 1 991 C769-004 RYLAND �/40AI6 S.K. 0 -P40• SEWER/HATER TR 25259-2 - SH. 2 - 2310.681PF: 25259 2612 qf62 •':2f �I / 769004-5303 �1�1 502 �C fi Q SrREEr c�-�v Er�� E i U f r N , V d I N W w EXIST. GRalwo yTREEr GeENTERLI/'VE r I� I @ V O CG8" PVC � e� � N $ o: C GL 160 iQ 9104 e� , �8 4• i 1430 : - 0060 LILL Lf � 42G•Z7 � h` 0• � D GG # t 0 AD , : d1C1�►B y � � , b p. LIP IV 46 - - 1424 ® ' - 1420 U 1 t tIL 15� } w - l ztt- � ' i Z. q O / • t J&AT �E9T S XIrWT 4F-6VAWW L 1 : f - - $ - L, 1^s LE SALES r { B fwEl✓Eifr P , f/34 1 �1> I#�E 14S.Q00 fG g1E R F c �1 2a : {{ ROFI ^� GFw ��B 91�Irr'f�R ' 3 B" 2�G• g1Ei�R •C .99 Ll� � t i , �'�E P HORIZ. : 1 "=40' , i 7R 2 1 VERT. : 1 r r , t 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 NOTE t 1AI ,0 . Z f 96.56 - 6PR/kGb/0E Oie/YE -t^WT OTA s-CO.65 y�2/NG6ioe at. Q /F W.4rC9L./NE MR TR. 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O O� � 77EAI�O N49P 8� jr7&, 0&r � LY - 3yfROM EC`R-� 3 H FROM BCR A STA.3*•40.77 F.N. ASS ',DLY Cf3-•3i 2 .o � m �•5 �-� - PER TRAICT PSZ59. F//. 4!% (0 36Z� OrW 4 t•04.Z3 EG 3'1-ROM EG,R �., - 5'7A 9t72.49 � '70 Z�96.56 6PR/NG61DEGle bra. 3I¢.19 BG J J =� 1 -0w„1oiN1'rb J EEt vE J ST,Q.O+B9 00ti C4XLWiJTER GT I � E � Q� 8"TEE(HxHXF- ] .� J yE WNW D y 6"OFV (FXH)(E) 5EE 511F6-r 7 5EE SHEET 60 8"PVC CWO CL 150 fGN�N ARK RESTRl4/NED JOINTS' Q COOLWATER COURT NArERfHOLE CANYON DR. 1.3' WEST of•� A Q SPRINGSIDE DRIVE srA"5�47 65 "' �R/NG5/DrE Gti?• BENCHMARK M-14-63 Ora.0•e7-00 WATER1104E CYA1 OR. 8"TEE (I�XNXi/) WAS RESET 6-I984 REST.4A/NEO JGYNT.'3 Q ELEVATION : 1425.301 8"(FXN)A,oAPTOR C S L ENGINEERING , INC. A. Underground Service Alert WATER/SEWER APPROVED BY t COUNTY O F RIVERSIDE ;: 1 1651 STERLING AVENUE, SUITE E EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE, CAL]FORMA 92503 DEPARTMENT OF HEALTH (9o9) gas- s12z FAX (9o9) 7�Bs-slso 209R ' RESPONSIBLE FOR REVISONQ© CD Call: TOLL FREE ,�4 ,!, _ CURVE DATA EXPM / 1 8W © CIVIL ENGINEER OF SUBDIVISIONS DATE / DELTA RADIUS LENGTH TANGENT INITIAL SCALE: 1 "=40 FEET (rr� - PROJ. ENG. 11-119--9 % r Q 17° 1 1 ' 44" 287.00 86. 13 43.39 RKHARD A. SCIANNI � 227 2600 APPROVAL S INSPECTION - APPROVED BY: i•.�/ O 04°Z3'03" 313.00 Z3.95 1 f .98 RC E NO 25917, EXP DATE 12 31 01 AT - DATE: '!• '� DATE I-/B-99 0 10 20 30 40 80 120 160 TWO WORKING DAYS BEFORE YOU DIG SEWER OPER. *RIVERSIDE COUNTY B.M. M-14-53 IN THE T RECOMMENDED FOR SEAL COUNTY SEAL APPR ED BY DATE�iS+/g t THE COUNTY OF RIVERSIDE 4> ,* 33 INTERSECTION OF NEWPORT ROAD AND APPROVAL -_ j E SS/ AMA W. 99-282 Pf oN K E I T H 22690 CACTUS AVENUE L I NDENBERGER ROAD. A 1 " IRON PIPE AND j�`�}/ 1'- C�J �lt�` FOR RANSPORT I N PT.,RIVERSIDE COUNTY, CALIFORNIA SUITE 300 TRACT 2 5 2 5 9- TAG RIVERSIDE CouNTY IN CAP WELL MONUMENT. '`��' � �'``' � yc COMPANIES MORENO VALLEY, CALIFORNIA 92553 ELEVATION s 1425. 152' �� (� u, m R.C.E. NO. EXP,DATE /-/8-99 CSC REt�s JG!/NT IDES ,eA ER UiN/rs Ne. 3 �% d '� -48 PREP BY Inland Empire (909) 653-0234 SEWER AND WATER E T /N DATE 9/B/92 PLAN AND PROFILE T F The private engineer ' ing a plans'is responsible for assuring the accuracy 11141W DEC 1 REMOVE THRUSTP.KOC/fS,ADOe'�ESTi9.q/NEQ b/NTS DATE * EXP. 6-3C-G2 f 6 ' and acceptability a design hereon.In the event of discrepancies arising after CHECKED BY � C L �� �, .,_ / SCALE _ BENCH MARK FILE SPRINGSIDE DRIVE - 14�451 county approv or during construction,the private engineer shall be responsible DATE BY MARK ANOREI!RGNELEI/' INVERTS APPR. 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ASS f.3LX (B-362� RE9TRAlNEO JO/iVTS' � f4�33•� � s�,1. fG03/.33 -r FH. � R �}R� , 5PR/NG6/ODE OR/VE p ON R' B..P✓C COW CC 150 g"CFXHIALi4P7DR, 1N1 ,4�,,s�4w/6-36rj GL,EA � - - O J3'IMEbT OF S�- �`, rl � 3'FROM CR J I. BENCHMARK M )4 63 hEE bNEET 5 �• WAS RESET 6-l984 W�9RM CREEK H/A y A. gGPV 17' ELEVATIION : 1425.301 SrA•13t71.38 SPARKLING DRIVE CSL ENGINEERING , INC. - F.//. A5S;e�Ly. (8-362) 11651 STERLING A✓ENUE, SUITE E 2w 3'FROM �3CR RIVERSIDE CALIFORNIA 92503 EWM Underground Service Alert WATER/BEWER APPROVED BY C O U N T Y O F RIVERSIDE EASTERN MUNICIPAL WATER D I STR3 CT c9o9� �8 s- s 122 FAX (9091 7ss-slso P"40/ / . Call: TOLL FREE , �, DEPARTMENT OF HEALTH CURVE DAT RESPONSIBLE FOR FiEVISI0NS:0© , t ,._f - J , I 1 L DELTA RADIUS LENGTH TANGENT . / 1 .j= Q CIVIL ENGINEER OF SUBDIVISIONS DATE -_ p0 19.0 9' 35" 313. 00 104.(0 7 5 2. 83 S N� T T ( ` / - o RIC A A. QANN I SCALE s 1 "=40 FEET 227 2 600f �"l "42 APPROVED BY: `-/0''^"' 6 23 04 43 287. 00 1 15. 60 68.60 R_C.E. N0. 25917, EXP. DATE: 12/31/01 I A P P�R 0 V A L S INSPECTION G�' 04' 18' Z411 313. 00 23:53 1 1. 7 7 DATE /-/B-9 g 11 0 10 20 30 40 80 120 160 TWO WORKING DAYS BEFORE YOU DIG SEDER OPER. DATE: I�i' 2� ' cl"t' p OZ'43'42" 3 13.00 14.00 7. 45 I RIVERSIDE COUNTY B.M. M-14-63 IN TF T RECOMMENDED FOR SEAL COUNTY SEAL APP VED B DATE � THE 4� i INTERSECTION OF NEWPORTMROAD AND APPROVAL �eP"r-EsS:f��, QAOFESSIp,1,� COUNTY 0 R` VERS I DE o 22690 CACTUS AVENUE L INIlEi�ERt3ER ROAD. A l IRON PIPE AND qt C I'C E I T H` Q �° o�� @ ID U,1,f F� O ANSPO A I EP RIVERSIDE CQU TY, CALIFORNA SUITE 300 ' 09-282 ` TAG RIVERSIDE COUNTY IN CAP WELL MONIRtENT. �� Q� .��Z y Q�� ��� W. , T R A�T 25 2 59- 2 � & ELEVATIQN : 1425. 162' � Z m W v N m � R.C.E. NO. EXP.DATE C O M P A N I E S MORENO VALLEY, CALIFORNIA 92553 /-/d- eSL , /PEY/Slr` JO/Nr�SrRA7 C/,N/Y'r3 No- 33950 x cc t4(- 01983 x Inland Empire {9091 653-0234 SEDER AND hIATER r 23 B/z ' DATE . EXP. 6-30 02 ' EAP. '31196 PP �BY` DATE Ole/92 PLAN AN#� PROFILE . The private engineer signing these plans is responsible for assuring the accuracy 1!4 98 ,DEC 1 REMOI/E THRU5T&00C S, AOOR rRAA&0 ,)ONr9, �, �� 4 and accaaeppppptabiNty of the design hereon.In the event of discrepanci be es arising aRer DATE BY MARK - APPR. DATE CHECKED BY T- C t V�L �� SCALE - F 1 SPARKLING I NG �R I V -1� �� r for deteMlRtl»ir►g andac�ptablesolu construction,solution anhe d revisinrivate g he plans t responsiblef___ F Q O A`�FD ' t (r 1� �� 1 •• = 40• BE NC H MAR K approval by ENGINEER REVISIONS COUNTY DATE '` S 41982 MiN& DAB SEE LEFT' _ FOR �YLANO HOME'S We ��� the county. DESIGNED BY DRAWN BY R� A.M� . CHECKED BY R.C.E.NO. EXP.DATE 3/31/96 JULY 1991 C769 004 . •P40e SEWER/WATER TR 25259-2 - SH. 4 - 4310.66]PF:-252M 1 1- :46 M1 / 769004-b . 47I�7 L it JN 502 � i _- I \ ' ti . � . �I..I." +-...4----7. ----.---�1IiI----"-.--.... 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REsrR!/.wEO,/W,W 10 / CLEAR BROOK COURT 11651� STERLING AVENUE UITE E WARM CREEK WAY * BENCHMARK M-14-63 -'=C . WAS RESET 6-1984 RIVERSIDE,CALIFOF"A 92503 A. ..aa (909 785-5122 FAX (909) 785-5180 �r ELEVATION : 1425.301 RESPONSI9LF FOR'MASIONS 1 2 • :+ ir. 2 ,� Unde round Service Alert WATER/SEWER APPROVED BY: COUNTY O F RIVERSIDE . S • V/3 0 * EASTERN MUNICIPAL WATER DISTRICT RICHARD A. SCIANNI ' CIVI%. - ail: TOLL FREE I DEPARTMENT OF HEALTH RCF NO 25917, FXP'DATE 12 310 q G � ��= - � �'`'�� Z- DATE /-/8-99 (r� 1 .80 Q C I Y I L ENGINEER OF SUBDIVISIONS N A ATE AT TA SCALE: 1 "=40 FEET f" PR !I-J4- (jL �I ,�,� 0 LENGTH TANGENT , 227- 2600 � _ • � 320 38' 18" 313.00 178.30 91 .64 APPROVALS 12 e C1 O . 0 10 20 30 40 80. 120 _ 160 TWO WORKING DAYS BEFORE YOU DIG SEWER OPER. DATE RIVERSIDE COUNTY B.M. M-14-63 IN THE T RECOMMENDED FOR SEAL COUNTY SEAL APP VED B DATE �/ THE COUNTY OF R I VERS I DE 41 A 33 INTERSECTION OF NEWPORT ROAD AND APPROVAL s FESSi • h�, �' oQaO �4� 22690 CACTUS AVENUE L IY�ENBERIiER ROAD. A l IRON PIPE AND K E I T H 9 9-2$11 TAG R I VERS I DE COUNTY IN CAP WELL 1'10NUMENT. q --O " �'I,y "', �QQ Q• GUM Ey R TRANSPO A DEPT., RIVERSIDE COUNTY, CALIFORNIA SUITE 300 TRACT 2B 2 5 9- 2 33 (P ~ ` C COMPANIES MORENO VALLEY, CAUFORNIA 92553 & ELEVATION s 1425. 152' �c z' q W U� �N R.C.E. NO. EXP.DATE I n 1 a n d Empire (909) 653-0234 SEWER AND WATER 23-�! r 1-18--w CSL REV/5 )O/N E✓�'TiP.O/&&f L/M/T✓ V No. 3 39 50 x cc NO. 419$3 P BY - ---t a6 DATE * EXP. 16 30 02 t t ; , DATE °J 8 92 PLAN /►ND PROFILE EXP, 4`3 � � LEARI BROOK CT/W/►Rn CREEK WAY -I 5 �N �" The private engineer signing these plans'is responsible for assuring the accuracy iI 4198 DEC I REMOVE T,gfter BLOC/f5, 10 RESTR01A4fV ,/0/N73 PT 4 and acceptability of the design hereon.in the event of discrepancies arising after DATE BY MARK ANO RE'11 910&,,51 APPR. DATE CHECKED BY q� C 1 V 1 ��' * / SCALE " _ . BE NCH MARK U county approval or during oonshuction,the private engineer shall be responsible F OF C A``NO �' C I V 1�- a�It = 40 IF I LE NO. �,� for deter►Iining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS CiOUNTY DATE q CHRIS U MI, S DATE SE LEFT FOR W.Q. - thecounty. DESIGNED BY n DRAWN BY ,M• CHECKED BY K• CN' R.C.E. NO. 419 EXP.DATE 3/31/96 JULY 1991 C7fir9-004 RYL AND HOME'S i OP400 SEWER/IIATER TR 25259-2 - SH. b - 4310.WI PF: 2525 1 -Ju 1 Y37 AM / 8?19ii! - t t t , } i a t , { , 4 y , 1 1 f 1 ii + • v 11 FF }tT W ' __.....-...__. .._...... .___ __..... ....._ .... _... _ - .__ .- _.- ...... ___ ____. .__ _.._.._- _...._ -4:-4- .. __ __ •_ _-4}_-..__..-{f+-_..... .__ _j_. � + 4 + -Y -+- T -•'- 'Y Y + -+ ♦ -'t -1' t -+' -.- T- t t + i. _... t _.,- e ... : , i ....�.._ _ - i , + i � 4 : i r I : s 1 - , • � 1 i i a i : ' _ c : v t t • ; : + - � F � a , + 1 i I i , t r + + i i r { , 1 : ', � t _ .. .. , s! 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GIc - «i l • / �� 8` EWER � 51A AENT EEC CrGT. �aVT f+r.� Z + O 6M.3,'46.14-X4 CYA/OR. _ �A•5+60 05- i►9C/NG S10e AK• � � r � � CI A.3+4i.14 '•• r t •• /�/A. 7 t07 O� w7R. = 1�1# M r *il./ .0a.�.e-- 7DP142d.1Z ui •� _ m t ,�. J+GIi:GiD"/Ii1TL`RNLIGE Dot. /VTGCEEK ( ■ w -. f+i� G1t ,!.St49.iS�SPR✓N6i✓ 44 3 fA Ar scir N w e PW COW CL 1� ��t 41 D7�. 1MlJC.=>�Z35L - q�- •t , o ? VR 3 role No. _ 14 ZZ••S4 ,0 R4V ,o • � » wE T of � ``''G yl p� e�1 •• N eo•3d'2 E 126. �s A �>7ZrV dl A N 13'05'49"W 1 .23 Flo EE _ P y EEK y � A � a % N �•�• 16� 2�.9>z v�• . 4+ r.1 11111111,1111$0 5 N 14 20"'W 1 roo 6+00 2�Ip i l � •� � �� TTER � , ■ CW.&.O GUTTE / �f R%! yr . 0 f 97.av ®ENT CREEK Cr �RAR R/W M. 9.405al- FR. �17.�1.3 t 27. 2 G EG yT,rl. 3t4(.0°J-WATERHOGEG9NYON� � {` �'n'BLY(B-362) �i4• Gt45.91 ••�+ 3'FROA/ are 46'EL.SOw(HXN 6"l�E FXFx TA ,s�40.1 EG yT,I. Z�Qd. 33 �� .�6 yTV.1+a2.bt bG Re6r,4?.O/NEO A'N V& RESTR NEO JO/ e) 0 FH. A60�Y(6-36 Z)A}V,2. ,•. v �-, ^ - > '.�y AR(ff-59Q)TYPE 29" J 2 8 � 1 ,, �, 45• Ers�vw�NXH 22 4�•5t 7'J.75 8"(FXH)AOAPTGR(NJF W) I I I 8"X 6"(NxN)REO(/CER Q J ^ r'' RE$Tif�ij/AfEQ u10/NT Q - - J J J J RES7/!AllYf.37 � � � -- yEE Rlawr J_ f 0 �. .�f�-OV-w4r5RHocE CYN. DR. JN�TERHOLE CANYA�1/ DR 8 PI/C C1. >50 M'wEhr OF (0 6"SFY (F.thH)(E) CURVE DATA yre o e7 oo-wA7ERHOLE GYNOR ` EET ���J� RESTRA/NEO �14IN76 it 8"PVC CWO �150 5T,4 5tQ7.(05 yPR/NG y/DE OR. DELTA RADIUS LENGTH TANGENT 6';rEE (FXFXF) y►� O� 8'"CFx���4oAPTORCNXw� 13' SIIX/TH 64".t A 10.09' 49" 287.00 50.91 25.52 BENT CREEK COURT, RESTRAINED JON7✓r' Q e1,�0`'' WATERHOLE CANYON DRIVE 8 (FXH]ADAPTA'e CyA'E) yP� CSL E•NGINEERfNG , INC. WATER/6�WER APPROVED DYst 11651 STERLING arENUE TE E A Underground Service Alert COUNTY U N T Y 0 F RIVERSIDE RIVER SID E,CAU FORNIA 92503 ~ EASTERN MUNICIPAL WATER DISTRICT (909) 78 5-5122 FAX (909) 785-5180 • IDEPARTMENT OF HEALTH RESPONSIBLE FOR REVISIONS UL� t Call: TOLL FREE Utic, , -� . .,.a IQ 1Z 41 L E*W ((� 1 800 0 CIVIL ENGINEER OF SUBDIVISIONS DATE \ _ CURVE A TA I � SCALE: 1 "=40 FEET / BENCHMARK M-Y4-63 DELTA RADIUS LENGTH TANGENT RICHARD A. SCIANNI �N 227- 26w P 1/-19- Z APPROVED BY: '/ / �- . .. RC E -N Or 25917 EXP DATE 12 31 01 APPROVALS INSPECTION - WAS RESET 6-1984 A 35 15 44 287.00 176.63 91 .21 WATER OPER.TWO WORKING DAYS BEFORE YOU DIG SEWER OPER. �- � DATE: l 2•ZS • q 't DATE I" /8-99 0 10 20 3040 80 120 150 ELEVATION : 1425.301 *RIVERS.IDE COUNTY B.M. M-14-63 IN THE T RECOMMENDED FOR SEA SEAL APPR VED BY DATE // THE COUNTY OF RIVERSIDE 41 P 33 INTERSECTION OF NEVPORT ROAD AND APPROVAL "`� QApFESS/pKRV AREA N 22690 CACTUS AVENUE Q L I NDENBEROER ROAD. A 10 IRON PIPE AND �� ��� �Q�o 5 p. C�,y ��y F RANS O RIVERSIDE COUN , CALIFORNIA K E I T H SUITE 300 TRACT 2�2 5 J 2 W. 99�2 TAG RIVERSIDE COUNTY IN CAP WELL MONUMENT. �; Y `; y Q� '� i C O M P A N I E S MORENO VALLEY, CALIFORNIA 92553 ELEVATION : 1425. 152• Ne 33S50 Uj t, = N �, R.C.E. NO. --� EXP. DATE Inland Empire (909) 653-0234 SEWER AND WATER fV /-/899 CSL REV 5E JOINT STAINER l/M/75 EXP. 6-3 0-02 v NO. 01983 P D BY 9 9 , �qT Cl�i0- �� EXP. 3/3�i9fi DATE 9/8/92 PLAN AND PROFILE The private engineer signing these plans'is responsible for assuring the accuracy !//4/98 DEC 8EM0V,-0 THRUST,61CX1f6, �DRE'STt�A/ O ✓IGIrNTS DATE T a� 1�r OF and acceptability of the design hereon.In the event of discrepancies arising after DATE BY MARK LINO REV R/M ECEf/. APPR: DATE CHECKED BY F�F �F04` SCALE - • BE NCf"I MARK CREEK C'T�WA CANYON DR 44 '4 F T_ _ ir- county approval or during construction,the private engineer shall be responsible �A� C I V 1�- �� 1 - 40 FILE NO' �U for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY qj INS FOR W.Q, g the county. DESIGNED BY DRAWN BYHECKED BY DATE F OF CAL\ R.C.E. NO. 41982 EXP.DATE' -3/31/96 DATE JULY 1991 SEE LEFT �7�9-004 RYZ,4A10 yoME6 R.A.M.M , •P400 SEVER/WA7iER TR 25259-2 - SH. 6= 4310.681PF: 25259 -9 :36,*!! / 769004-502 ,r6� JAI 5D2 7-i S \• t � I a �-'--- ----- _.-.- - - 1 i i i # ; t i i i r } i i t . I , 4 1 i # t . { f i- Pk O (+!' 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VALVE (9-s18)TYPE B•• H DELTA RADIUS LENGTH TANGENT ALWP7UR (FxH) PEACH SPRINGS DRIVE NOTE. ; Ir 6 XG'"(HXH>R 11) 8"Pw C700 CL/w 16002' 23" . 287.00 90.36 45.56 D,�rR,a�NEvJD/NTs 01 balr1l IFNp A CLIAI ARE d//ZTZN9 -2 - CON✓UNGT/ON, oo Avr/NlTALG C S L ENGINEERING INC. 7LwiNP. B.O. A54EMDLY AND MOVE VALVE WEST rO INTERSECT/ON. I I 1 STERLING AVENUE SUIT E Underground Service Alert WATER/SEWER APPROVED BY: COUNTY O F RIVERSIDE RIVERSIDE,CA FORN a 9250 F EASTERN MUNICIPAL WATER D 15TR I CT (909) 785- 5122 FAX (9D9) 78 5- 5180 o . Call: TOLL FREE •� DEPARTMENT OF HEALTH RESPONSIBLE FOR REVISIONS 0® A. (( 1 8W 0 CIVIL ENGINEER OF SUED I V I S'I ONS DATE a. S-. - _i - (/;k,'� I U/-I If-L- . E . V ATA 1% M INITIAL AT BENCHMARK M-14-63 RIDiARD A. SCIANNI DELTA RADIUS LENGTH TM0]4T SCALES t "=40 FEET '227 2600 APPROVALS INSPECTIONAPPROVED BY: WAS RESET 6-1984 RCE NO 25917 EXP DATE 12 31 01 4 07010' 13" 313.00 39. 17 19.fp1 � �/ ' e , R Z DATE 2- //-99 elm 0 10 20 30 40 80 120 150 TWO WORKING DAYS BEFORE YOU DIG SEWER OPER. -, - DATE: I Z'-L ELEVATION : 142:5.301 RIVER8IDE COINdTY B.M. M-14-63 IN T1 T RECOMMENDED FOR SEAL. COUNTY SEAL APP O D BY DATE - // 4 41 k 33 INTERSECTION of NEHPORT ROAD AND APPROVAL �¢ES,S, �PpFESS/pN THE C UNTY OF RIVERSIDE AREA LI ROAD. A 1 " IRON PIPE AND .- w1q, �o C q� 22690 CACTUS AVENUE 09-me TAG RIVERSIDE COUNTY I N CAP WELL MONUMENT. �'`, oTs�� ��,� �� o V M F� FOR A SPORTAT DE RIVERSIDE COUNTY, CALIFORNIA K E I T H Su,TE 300 TRACT 2 5 2 5 9` 2 y`z ��' =' ?Q �'s = COMPANIES MORENO VALLEY, CALIFORNIA 92553 ELEVATION >; 1426. 1 � CIO W � z i m w U cP R.C.E. N EXP. DATE 2 II csc ,QEIIrs��lo� ,pESTJ12A/,t/E,�UM/TS d No. 33950 w. NO. 41983 � QR � Inland Empire (°•109) 653-0234 SEWER AN9 WATER � 4 DATE * EXP. 6 30 02 EXP'. 3?3?/9& w, DATE 9/ /9Z PLAN AND PROFILE k� The private engineer signing these plans'is responsible for assuring the accuracy (//49�B DEC 1 REA19dE THRUST BLOCKS, �D M67R-A/NED,AWWM s �� * - ' and acceptability of the design hereon.In the event of discrepancies arising after CHECKED BY T9 Cl V+L SCALE PATER CT/PEW-I SPRINGS DR - 14�a 15 . county approval or during construction,the private engineer shall be responsible DATE BY MARK ANQ REI!RIiN ELEV. W l! APPR. DATE TF O 1 C I V+� ��� 1 « _ 40• BENCHMARK FILE NO� ti� for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY CAS q H S INS FOR W.O. ' thecoitwy. DATE OF CAV�r 3/31/96 °A� JULY 1991 SEE LEFT C�69-004 rPYL ,4/UD 110tiIE5 - DESIGNED BY M.G. DRAWN BY R.A.M. CHECKED BY R.C.E. NO. 4f9d'� EXP.DATE •P40• SEVER/WATER TR 26259-2 - SH. 7 - 43[0.69]PFa-25259 - -91 3 !1f / 769t)04-63F1Q 91- ! JN 50