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913xx_sppV it S Qom/ _ !0-�i•x3t"'•9Rc�/ CMA PAR.4 cl =' PAR. I w I w PAR. 4 DRilri✓AyE 6.4St. T �YD"JPC P P.M. L49/36-38 �y PAR. 2 P. M . 9/16 VICINITY MAP M r. s r 6S, R./w, sec. NOTICE TO CONTRACTOR SHT. 13 3-3CRC P 1pR�iNA4e ttr. yr •e __ CACTUS VAC i ks10A 3 Z SHT.14 �� SHT. 15 cp I U4_#N'16_p` E.o.9-1 :Y ROAD AQ ox LOT 2 TRACT 26917-1 LOT 1 _syr' ,M1p� ti QA THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY irOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT INDEX M A P ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-422-4133 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION. PRIVATE ENGINEER IS THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES IN DETERMINING BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID NOTICE TO CONTRACTOR PURPOSES. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND THE ACCEPTABILITY OF THE WORK HERON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. POR. SEC. II "o-rF_ : NO GOMSTRUCT1ON St -IAL _ COM M1=NC� l3ETWE�N STA . el -7-t-86 ANO STA . 123 -►25 C SALE RoA1-->.) UNTIL SUCH -nms THAT A►L-1- oFf=Sl-rr HAVE C7�F QtivERsll71✓ TRApISFb'tZ-T"gT10N t7Ef'ATL-r M �N"T. OF PAR I � ,24„RtP. PAR. 7 P.M. 166/58-59 PA R. 2 'Q : O PAR. 4 C A O � Z4")r.C.P / u O a 0 4� PM. 125/99-100 GENERAL NOTES i. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: 909-275-6790 FOR PERMIT CASES (C.U..P.U..P.P.. OR VOLUNTARY) CABAZON AND AREA WEST. PHONE: 909-275-6885 FOR PARCEL MAPS & TRACT MAPS. PHONE: 619-342-8267 FOR PERMIT CASES EAST OF CABAZON 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS. LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461.8 SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMITFORALL WORK PERFORMED WITHIN PUBLLIICC RIGHT-OF-WAY, DEDICATED AND EACCEPTED pFOR ORGPI RTMMI�� jjAL �q I GE BE RQQLIIFRREEEOOppFSGONST UCTION IACTIVTTiES FSO THIS PROJ�CT LADD IONALTSTU012rm 6. ALL UNDERGROUND FACILITIES.. WITH LATERALS. SHALL BE IN PLACE PRIOR TO PAVING THE STREET INCLUDING. BUT NOT LIMITED TO. THE FOLLOWING: SEWER, WATER, ELECTRIC. GAS. STORM DRAINS. 7. CURB -DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 'AND/OR NO. 207. AS DIRECTED IN THE FIELD. I - 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACH- MENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE,RIGHT OF WAY. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN TEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. ii. PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PELT. 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460.53. 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR . THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY 13E REQUIRED TO RECONSTRUCT EXISTING PAVEMENT. INCLUDING SUC AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURVENT ASSIGNED TRAFFIC INDEX. 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY *NES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WIT14W SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS. AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPERATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY 'STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS' DATED JANE 1990. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR 0 V'ELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY. SDE. AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS FUNDINGS AND TO PROVIDE SAFE PASSAGE FOR THE TRAVELLING PUSLIO AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTAN12 OF THE PROJECT BY THE COUNTY. 17. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE FLAWS ARE FOR INFORMATION ONLY. BY SIGNING THESE I i I I PLANS. NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIM ARE IMPLIED OR INTENDED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 18. AFTER OCTOBER i, 1992. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD. (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. 0 a O z PAR.5 i C �DRA1Ng4E EMif, PA R. 6 M Q RfCdMrNENQE,d FQR SEA TY SEAL 0At5~&,P RItS� APPROVED BY` j V.41- QRQFESFsoa ES31 c . ,c MEIfISTFJW:D CIVIL EWIMMM MULI�es 441 DATE:3 9 : No.33950 s ATE * EXP 0-30-02 t 110. -37Mi � Nt - SCALE i • � CtYt►- �a� - aw. 6-w 00 t� c'ivi'l- .�M!1M►hM�f _ 4. Crit_ 14 -70 oA* _ _ SbMWAr7s et l09O o;l ? N D,fi4�arACF N ti s � a ALBERT A. WEA ASSOCIATES CIVIL ENBI� 3764 McCRAY SINET RIMEMO UL CALIFOrMIA (MM) 666-1070. S®caR! MMICELEV . 1977.578 -130-M 39/4' ALlN1UM DISC I +ONC . Ci'C1.3#t=. 7.5' M' LY P . P IND NtbdM S1.5' N' LY CACTUS ALLEYow . 172' W'LY PAYED RD. W.O.9 NOTE: WOW CONTAM ED WITH 110 T MSE PI L NS SHALL NOT COMMENCE UNTIL SIR IIMC- ROACiWg*T Pl9fWlT Alt'D/OR PERMIT F#" SEEN ISSUED. 913,Mx)( QUANTITY ESTIMATE ROADWAY EXCAVATION 42,500 CY AGGREGATE BASE (AB -2) 6.900 C Y ASPHALT CONCRETE (AC) 13, 4 13 TON ASPHALTIC EMULSION (FOG SEAL) 1-9 TON CURB & GUTTER TYPE "A-6" STD. NO. 200 3,346 LF LANDSCAPING S IRRIGATION 52,400 L.S. CROSS GUTTER AND SPANDRELS 808 SF MARKERS, CLASS 1, - - "� (ST STD A73 -C) 13 EA PIPE HEADWALL PER CALTRANS STD. D-89 8r CUTOFF WALL D-90 Z�-' EA 18" R,C.P. ( C I.,ASS 4) 40 LF 36" R.C.P. 1500 D 214 LF 24"R.C.P. (CL.ASS4) 6qS'LF 1/4 TON RIP -RAP 1250CY ASPHALT CONCRETE OVERSIDE 35L F DRAIN STD. 306 1 EA. POWER POLE RELOCATION 1 EA. PAVEMENT REMOVAL 30, 480 SF P.C.C. DIP SECTION 17,06VIll SF 30" R.C.P. ( 011500) YO L.F. 36'*X 58r ARCH CMP TOGA. -707 LF. EXIST, EX/sr 'w i T.I.-9.0 PRELIMINARY R=65 TYPICAL SECTION EXIST. R/w I 9/W 44' qL STREET NAME SIGN 2 EA 30' CATCH BASIN STD, NO.. 300, W= 4 1 EA. gd'To ' 26`t zI'' 1a' STOP SIGN RI 2 EA. 4 o I AfIAI. T e -E REMOY.4L SEA. 2 f 2y 2y* - s s ====== �wcc�T EX l STI N & QAVF.MENT Z,132 UP - - "� _ —• = == 94_-LOGATe t20\Aj E2 FbLGS 1 eA . - G'A.C. DIKE Pr_ -12 felt/. Co. STD 212 52s L. -F= h 3 IS" CMP 10 &A. 35L F I M.H. NO. I FE9_ R.C.F.C. � 18.0 STQ "a M 4-1251 I � �` T. I. � 3" A►R ?X_0W1J Mo2TAFZ PRELIMINARY R=65 UNDERGROUND SERWA I RT CALL: TOLL FREE 1.800 227' 2600 Two way m aYs @now mu m A.C. DIKE TRANSITION DETAIL M.T. h. ,QfCOM*frA/DEO FOR !'EAL CaIINTY � ApPRO vAt O'y DINE dc No. 33950 CHf'C�ti Y �, EXP 6-30-02 • C", IL �-•, v1+rt 4—Q8 cA�4F TYPICAL SECTION 30' CACTUS VALLEY RD. CO. STD. NO. /02 53+53.23 TO 80+00.06 Exlsr. R/W SAGE ROAD CO. STD. NO. 100 "00- 53t38 TO 87+88 44' EXIST, R/W FVrVRE RAW !I RE6/0NAL TRAILS rl EASEMENT .34' 9' P9 ao. LEVEL L/N£' jG0' Z:1 MAX GRADE E,�/AN ..c FE,? Co. 717. //3 901#4 LAWMEE�P REVISIONS: OOFESSio ��Q�O� ��W E• g� cr`2� 07 �r mm coz w rn d R1 NO. 37385 EXP. 6-30-00 �> CNI� - r 1�F Or CALIF ~ FUTURE TYPICAL SECTION SAGE ROAD CO. STD. NO. /00 EXIST. R/W FiJrMRIE EX/sr, R/w Z./ MAX FROM 9TA. TO APPROVED BY:, 7 W LnK�- 5/31 REGISTERED CIVIL ENGINEER NO.37385 DATE: APPROVED BY: DATE: �' . CE AW. 3 3 '� o E.rP srrf CONSTRUCTION NOTES O1 CONSTRUCT TYPE "A-6" (6"C.F.) CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 200. ZO CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE COUNTY STD. NO. 306 O3 CONSTRUCT 0 .50' A. C. OVER 0 .50 ' CL. II A.B. ® CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD. NO. 209. O5 CONSTRUCT PIPE HEADWALL PER CALTRANS STD. D-89 © CONSTRUCT 18" R.C.P. (CLASS 4) O7 CONSTRUCT 36"RC.P. 1500D O8 CONSTRUCT 24" R.C.P. (CLASS 4 ) O INSTALL DELINEATORS CLASS I, FLEXIBLE POST PER CALTRANS STD. A73 -C 10 CONSTRUCT M.H. NO.1 PER RIV. CO. FLOOD CONTROL STD. NO. MH 251 11 CONSTRUCT CATCH BAS I N PER RIV. CO. STD. NO. 300 W= 4' 12 3" AIR BLOWN MORTAR t3 INSTALL (STOP SIGN) RI rs 4' CUTOFF WALL PER CALTRANS STD. D-90 SECTION F -F. 16 CONSTRUCT 30" R.C.P. tD 1500) I7 CONSTRUCT 36"X 58" ARCH CMP 10 GA. IS CONSTRUCT 1/4 TON RIP -RAP (2.5'MIN.) ©9 P.C.C. DIP SECTION STANDARD NO. 307 OSAWGUT EXISTING EDGE OF PA�lEMEf.1T l' Mill.) At-lT:;> FEATFiE-Z OVERLAY 21 GONZT Qc-!GT (o" A. G. �t x.>✓ F�'� 'Q�v . Go . STTJ. t�10. Zl2 n rAtit�l-�Rr1GT IS''GMP 10 GA M�TE� To cor�F�f2l�t To �t,oPE�. 2:1 M/ir DE CVTOFf VI rC V T.1. - 9.0 PRELIMINARY R=65 JA U t KURU CO. S TD. NO. /00 MOD. FROM e9TA. 25+47.41 TO STA. 534.56 a FROM STA. $-T+dg To STIR. 122+b0'! - T.1.18.0 PRELIMINARY R=65 TYPICAL SECTION TIE-IN AT CACTUS VALLEY 8& OLD SAGE RD. O 4' CUTOFF WALL AND WINGYVALL-� PER CALTRANS STD. D-90 SEGTjON F -F p,NO TYPE A r AfAX. ALBERT A- WEBB ASSOCIATES TRACT N 0 - 26917-1 CIVIL ENGINEERS 3788 Mr_CRAY STREET COUNTY OF RIVERSIDE RIVERSIDE, CALIFORNIA (909) 686-1070 STREET IMPROVEMENT PLANS = SCHEDULE R SCALE: i"=40' BENCH MARKELEV . 1677 .578 01=��' SHEETS' - - -139-83 31/4" ALUMINUM DISK I DRAWN BY: 3•E.L. CONC . CYCLINDER . 7.5' W' LY P.P. ` H E T DESIGNED BY I•EL. (NO NUMBER) 31 .5' N' LY CACTUS FILE ALLEY RD. 172' W'LY PAVED RD.115- W.O. 93-294 FOR: YEN PING GROUP F . B . !l 3iZ' tHECKED BY: (NO NAME) 9/46 UNDERGROUND SERVICE ALERT CALL: TOLL FREE 1. 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF. Ilk-' .. SCALE i INCH = 40 FEET 40 30 20 10 0 40 80 01WCOA M FAVO" IrArf I !!'•4L Apwrto vqL AwTA ATI SAGE REVISIONS: ROAD APPROVED BY: "aiz q- W aL 5l3 /94 REGISTERED CIVIL ENGINEER NQ 37385 _ DATE: APPROVED BY: 4,_I��l f'r7K 7'.tl�Ml/fFP� T!M/ EP7. �C/VEiPS/�liE CO. Cq DATE: 6 7 «'. �r 13 9 S JWw AWrAr1� ALBERT A- WEBB ASSOCIATES TRACT N 0 _ 26917-1 CIVIL ENGINEERS 3788 McCRAY STREET COUNTY OF RIVERSIDE RIVERSIDE, CALIFORNIA (909) 686-1070 STREET IMPROVEMENT PLANS SCHEDULE B 3 SCALE: 1"=40BENCH NAF#10ELEV. 1677.578 SAGE ROAD QfSh�E T-139-83 31/4" ALUMINUM DISK I DRAWN BY: B.E.L. CONC. CYCLINDER. 7.5' W'LY P.P. DESIGNED BY: BEL• M NUMBER) 31.5' N'LY CACTUS c4t 47.41 TO 31+00 FILE NO. ALLEY RD. 172' W'LY PAVED RD. taECKED BY: (NO NAME) W .0.93-294 FOR: YEN PING GROUP F . B .t".r/j!ko 9/34W -: xx UNDERGROUND SERVICE ALERT CALL: TOLL FREE 1.800 227.2500 TWO WORKING DAY'S !EF RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF. 19 P C .C. DIP SECTION STANDARD NO. 307 a3 CONSTRUCT 0.50' A.C. OVER 0-50' CL. II A.B. 12 3" AIR BLCWN MORTAR CONSTRUCT PIPE HEADWALL PER CALTRANS STD. D-89 ►g 4' CUTOFF WALL PER CALTRANS STD. D-90 SECTION F -F. CONSTRUCT 36-XWARO-H CMP IOCA. . CONC. BACKFILL PER L.A.CO.STD.2-D177 18 CONSTRUCT 1/4 TON RIP-tAP (2.5'MIN.) SCALE i INCH - 40 FEET 40 3o 20 so 0 40 80 d 8 R L T I COMMENTS A 04031'51" 12400.00' 189.79' 94.3E' 1 SURVEY CONTROL LINE 120 R/CiMAI/'A►OEO f!t sArAA- reawry F' 1 'y z m IATE No. 33950 * EXP 6-30-02 c CMV OF CA��F� • REVISIONS: 0 � tY W � til .0 © LTJot Nao, Q ol'aw V FUTURE RIN V � � Q cc m NO. 37385 a O EXP. 6-30-00 0 h oW ��qr crvr- V. 'S� ami amp Q OF CALIF �' } APPROVED BY:' ALBERT A. NEBB ASSOCIATES TRACT N O . 26917-1 CIvIL ENGINEERS COUNTY OF RIVERSIDE / REGISTERED CIVIL ENGINEER NO.373d5 _ vFRS DE. r -A STREET RIVERSIDE. CALIFORNIA 94 DATE: (9051 686-1070 STREET IMPROVEMENT PLANS ` APPROVED BY: SCALE: 1 • -40 . BENCH MAWELEV . 1677.578 •• H C' U LE e - AGE ROAD �- LTiZ -139-83 31/4' ALUMINUM DISK I Orm. 5ntt r 5 �.r T,t.�Xsr TRT aW OEPT �f/YE.QS/oE Co_ ew. DRAWN 6Y: CONC . CYCLINDER . 7.5' W ' LY P . P DE9T6NED BY- 046-L. (NO NUMBER) 31.5' N' LY CACTUS 314-00 TO 41+79 FILE NO. DATE. t� ' RCF to3�t`® /Aorr ALLEY RD. 172' W'LY PAVED RD. ED BY:., (NO NAM) W .0.93-294 FOR: YEN PING GROUP F . B . i !l31xff _�__ T 41 UNDERGROUND SERI E ALEItT CALL: TOLi FKE 1 b00 227.2600 TWO WI^ORKIM DAYS arW Ya N RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. 42 43 44 CONSTRUCTION NOTES �3 CONSTRUCT 0.50' A.C. OVER 0.50' CL. II A.B. 12 3" AIR BLOWN MORTAR 5 CONSTRUCT PIPE HEADWALL PER CALTRANS STD. D-99 4' CUTOFF WALL PER CALTRANS STD. D-90 SECTION F -F. SCALE i INCH - 40 FEET 0 40 80 J fjrc*A &A/O4t0 PON ",&I roo)vrY AIOiPRo ✓AL ntE k r ycm _� X Na. 33950 z I r oc v /MTE • EXP. 6-30-02 / s, C41 Arc me civit JF CAO, owrev S—! 4 —18 9F;dMi ; REVISION& �r ESB ROAD�M n z w 10LZo� W mwl Q NO. 37385 232 ey, 2Ya �� EXP . 6-30-00 crn%- V. ' CUT xjw—r/ST.�N6 OFC f .SEC ri 0 N R -R APED 8'y-*AA&'jd�� Ce, ALBERT A. trees ASSOCIATES TRACT NO. 26917-1 M IL,MC ENGINEERS OUNTY OF RIVERSIDE 376E McCAAY STREET � , S 3X94 REGISTERED CIVIL ENGINEER NQ -JZ --40-5— RIVERDE. SICALIFORNIA MM) 666-1070 STREET IMPROVEMENT PLANS Of NNANIEL. SCHEDULE 8 SCALE: 1* -4d' MN �'iu.uMR ui oerslc I SAGE ROAD �R r,P.v,vs� lo�v o tom' RiwE,Ps�oE co. CA4 . IMAM By: CYCL124M . 7.5* N' LY P.P. ALLEN iTZ' SM' LYLY CACTUS PAVED RD . 41+79 TO 53+00 ND RAE. ND T T q S • E. 4' s a,Rp �� W . 0.93-294 FOR YEN PIM OR" F. 0. /s!3/: w WIN, 4 52 PL1j (NISIr-t�T+T�- P ApIrz � L_ ! 9 802 P6;z- � P �'eAOi yG � a pig/y 4.5 �'ONST. • \ OFFE O Ap A"12'-' OF 1,4fl3L,P,efll �G �� Y cq= uv T'�TY P �P 140zq� O.R 94 �/ 51 $ � e As IkI mi 11EMMOM SERM AM CAU: MU FM 1- 800 227-2600 8110 WON" pA MIME MIF m RIVERSIDE BLUEPRINT - RIVERSIOE. CALIF. O CONSTRUCT TYPE "A-6" (6"C . F .) CURB & GUTTER PER RIVERSIDE COUNTY STD. O CONSTRUCT PIPE HEADWALL PER CALTRAN S STD. D-89 4 - . 2Q - - r- A= _ 4' CUTOFF WALL PER CALTRANS STD. D-90 SECTION F -F. 52 PL1j (NISIr-t�T+T�- P ApIrz � L_ ! 9 802 P6;z- � P �'eAOi yG � a pig/y 4.5 �'ONST. • \ OFFE O Ap A"12'-' OF 1,4fl3L,P,efll �G �� Y cq= uv T'�TY P �P 140zq� O.R 94 �/ 51 $ � e As IkI mi 11EMMOM SERM AM CAU: MU FM 1- 800 227-2600 8110 WON" pA MIME MIF m RIVERSIDE BLUEPRINT - RIVERSIOE. CALIF. O CONSTRUCT TYPE "A-6" (6"C . F .) CURB & GUTTER PER RIVERSIDE COUNTY STD. O CONSTRUCT PIPE HEADWALL PER CALTRAN S STD. D-89 NO. 200. 2Q CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE 4' CUTOFF WALL PER CALTRANS STD. D-90 SECTION F -F. COUNTY STD. NO. 306 O CONSTRUCT 0.50' A.C. OVER ' OT CONSTRUCT 36" R.C.P. (D1500) CONC. BACKFILL PER L.A.CO. STD. 2-D177 O. SO CL. II A.B. 12 3"AIR BLOWN MORTAR SCALE 1 INCH - 40 FEET 40 30 20 10 0 40 80 t1► 120 IrtNMMtNA�ED /fIQ ±f11L �Ii/XTY APAWO VAL [L- .', 0���� i 2'' e A�iTF N0.33950 " EXP 6-30-02 civiv fif aF CAS- <T SAGE REVISIONS: ROAD LOT 2 P. M.4/14-16 APPROVED BY: . Wuu-,�, DATE REGISTERED CIVIL ENGINEER NO.373e5 � 3 � APPROVED BY- L'DR T.�gNSPO .9TltILV � p�'""�Q/►/ERS/Of Cp. C,q. 3 E.Y/. AVTE T = 3 .98 4¢. Z7' F ALBERT A. WEBB ASSOCIATES TRACT N 0 . 26917-1 CIVIL ENGINEERS 3788 McCRAY STREET COUNTY OF RIVERSIDE RIVERSIDE. CALIFORNIA (909) 686-1070 STREET IMPROVEMENT PLANS SCALE: 1 "=40 BENCH MAWELEV . 1677.578 SCHEDULE B -139-83 31/4" ALUMINUM DISK It SAGE ROAD DRAWN BY: B.F CONIC. CYCLINDER. 7.5' W'LY P.P. DESIGNED BY .E.L (NO NUMBER) 31.5- N' LY CACTUS 53+00 TO 63+00 ALLEY RD. 172' W'LY PAVED RD. W .0.93-294 FOR: YEN PING GROUP F. B. /9"/11w 6 OFA SHEETS" U 4 CUTOFF WALL PER CALTRANS STD. D-90 SECTION F -F. 8O CONSTRUCT 241' R.C.P. (CLASSIK) 1 N WDEOGROM SERWE ALERT CAW- t0l.l�. FREE 1-800 227-2600 il7YEN IDE BLUEPRINT - RIVERSIDE, CALIF. 3 CONSTRUCT 0.50' A. C. OVER 0.3o' CL. II A. B. R3 INSTALL (STOP SIGN) RI (- SCALE 1 .,INCH - 40 FEET 40 30 20 10 0 40 80 0=3a I1' A = /3•JIv'S7" T= 3 4 -so, 120 L= 7/0.t9' xffc0AwpYOEO FO/R SY IMI~ VIAL �RkO FESS/(14, 0T 0 Y s No. 33950 AoPrz EXP. 6-W-02 - MA'A[" pArE REVISIONS: E.P. Gif�VE ,p197A OFFSITE G, Pcn r f -r APPROVED BY: Cr_ . LJtA.M. 5/p� REGISTERED CIVIL ENGINEER NQ _37385 DATE: 3 /`* APPROVED BY: l�r� " C.VRYF Ipwro R= 30 43' .411 0 3.01'3/•+ T = 80. 36, L = /60.67' fdW rW.IIArs Kie v o��Y RIY,C&Sjar Ca_ CA, DATE 4110 - t • R_G.E. NO.� S�• tip oATE 'bc NuI=_. MO COAISTR06TI0hI SHALL. COMME14CF- 5E- WST-_=" STA. 8-7+88 At -10 STA. X23+ZS CAGE: 2oAD7 UNTIL- -rime THAT ALL OFFSITE EA�eMENTS I-lAVE P .r__N ACGEF-re THE GOC ['Y bF ZzWeIZOMS 7l2-P4lSPotzTA-T10r! �EPLItZTMETJT. Az /'p•24' 7'r /37.67 ' L 2272.97' E.P. CAAWYAr D.v1.q R= $B2' A= Izo4p'os" T= 97.90' L ° /9-'F-401 AsmEcr 1�P 114 ALJFCF ALBERT A. WEBB ASSOCIATES TRACT N O _ P6917-1 CIVIL ENGINEERS 3788 MCCRAY STREET COUNTY OF RIVERSIDE RIVERSIDE. CALIFORNIA (909) 686-1070 STREET IMPROVEMENT PLANS SCHEDULE 9 �Z SCALE: i"=40' BENCH HARICELEV . 1677.578 -139-83 31/4" ALUMINUM DISK I SAGE ROAD OF#_gSHEETS DRAWN BY: B.E.L_ CONC. CYCLINDER. 7.5' W' LY P.P. 112 4 QO i0 182♦e'o.63 DESIGNED BY: S -Ar . (NO NUMBER) 31.5' N' LY CACTUS F LE NO ALLEY RD. 172' W'LY PAVED RD. NAME) W .0.93-294 FOR: YEN PING GROUP F , B . E lll31Zl1L 4m pm �::; �. :: _� s Mo _m UNDERIGNOUND SEERME ALERT CALL: TOLL FREE 800 221.2600 nw *I"e "n sum Yov M '��.5�� A �. a `� 4J1r✓F ?DL 24i;'.P. nv �p SCALE 1 INCH = 40 FEET 40 30 20 10 0 40 80 120 MrOMMt,r II A" 1'f4A C///IVT'Y APPAEO ✓At �. 0 �i ®ATE iE Me. 33930 z �, NEGXE EXP 6-30-02 ?r avert S_1¢-91 £ac�►�;cO� T. �i- A R4. EA LIDLL �P m x yAb � SEE SHT. /Z EXP E-30'00: cr �� 3x REVISIONS: APPROVED BY: • , i ALBERT A. WEBB ASSOCIATES TRACT N O _ 26917-1 ----------- - ---------�-/------------ --- �=NGINEERS .3 i ., COUNTY OF RIVERSIDE 57 E4 ry, _ �FiAY S TREFT REGISTERED GI.'I�� YSINEER N037305 hI'/ter, ILE, �ALIFORNI4 DATE: — —�94_ '9 31 E8E-1070 STREET IMPROVEMENT PLANS 16 APPROVED BY:SGA�E: i"=ac , BENCH MARELE'!, 16_1' 1- . 578 T-139-33 31/4" 4LJMI�IJM I I QLD $AGE ROAD TIE-IN OFUSHEETS -rowT.t/!R/SAO TAT OL /YE.�f/®E t0. c-4,DRAgN EY: Q.E.L. _ f''(CLINGER. 7.5' �+''-Y P.R. DESIGNEE B'r:� E.L. _ ^�G ^1 'M8ER1 31.'-:" Z-ACTUS FILE NO. DATE: l+ l R.GE, ,y. 339 S a EXR�►A7z G �Ec: o EY: 2 1�' vrJ gpgED . 17c ' w ' LY �N`lED RC . C –294 r CR: YEN PING GROUP . B .I3P93/z94 3�Z RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. gg q