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908x_sppAT INDEX MAP 1` = 200' ■ w y ; TOLL K., \l. QV/ ti S 1 �a 1. YV HA DATE PROFESSIONAL SERVICE INDUSTRIES, INC. 350 SOUTH MAPLE, UNIT K CORONA CA 91720 1 20 909 272-4230 PROJECT NUMBER: 066-40060 REPORT DATE: MAY 20. 1994 7/8/981 JAo THEGATE BY THE11 ENGINEER DESIGNED BYE /iR0UNt7 RIVERSIDE MORENO VALLEY PJB' 91 60r S VAN BOflEN BLVD. CORONA EL SOSRANTEe 215 THEWS ° CAJALCO RD. PERRIS SITE 15 O LOCATION MAP !P SECTION AND QUANTITIES TO Y ENTRANCE. V DRAWN BY _ CHECKED BY L& A. D� No. 33950 EXP. 6-10-91 TYPICAL STREET SECTION N.T. S. i sr� crvaL .Se OF CALSFOv A2,0;54 73-& 95 7P 5lW Q75~o© APPROXIMATE EARTHWORK ESTIMATE CUT— 4,35 CU. YDS. FILL— 900 CU. YDS 7U,L/O v THE ABOVE QUANTITIES DO NOT REFLECT ANY SHRINKAGE, SWELLING, SUBSIDENCE, OVER EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE ENGINEER GUARANTEE THE EXACT SOIL CONDITION OVER THE ENTIRE SITE THE ENGINEER I EER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES. THE CONTRACTOR RA TOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN EARTHWORK QUANTITIES FOR BIDDING, CONTRACT, AND CONSTRUCTION PURPOSES. IF IT APPEARS THERE WILL BE AN EXCESS OR SHORTAGE OF MATERIAL, THE CONTRACTOR MAY NOTIFY THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIATE SAID MATERIAL EXCESS OR SHORTAGE. GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. PHONE: 909-275-6790 FOR PERMIT CASES (C.U., P.U., P.P. OR VOLUNTARY)I: 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND ANY r SUBSEQUENT AMENDMENTS. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THERIVERSIDECOUNTY TRANSPORTATION DEPARTMENT PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE COUNTY RIGHT—OF—WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING OF THE STREET INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS & STORM DRAINS 5. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR 207, AS DIRECTED IN THE FIELD. 6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TESTS MAY BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 7. ASPHALTIC EMULSION (FOG SEAL). SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING'- PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. S. PRIME COAT IS REQUIRED TO PAVING ALL GRADES IN EXCESS. OF TEN PERCENT. 9. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS'A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT. INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTUAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 10. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPERATE LANDSCAPE PLANS,',ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTSSHOULD MEET RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN, THE PROJECT LIMITS AND ITS SURRONDINGS, AND TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 12. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE'FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 13. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ADRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES) PERMIT.` OWNER/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT: (NOI) WITH THE STATE'' WATER RESOURCES CONTROL BOARD (SWRCB) AND iPREPARE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. CONSTRUCTION NOTES AND QUANT. UANTITIES FOR PERMIT/FEE PURPOSES ONLY) 91 INSTALL 0.42' A.C. OVER 1.33' A.B. (CLASS II) PER GEOTECHNI RECOMMENDATIONS DATED MAY 20, 1994. O2 INSTALL A.C. OVERLAY (MIN. 0.-101 AND FEATHER TO MATCH EXI° O3 SAWCUT EXIST. PAVEMENT (1' MIN.) O INSTALL CALTRANS TYPE "F" DELINEATORS (25' O.D.) O REMOVE EXISTING TREES O APPLY ASPHALTIC EMULSION (SEE GENERAL NOTE NO, 7) O ADJUST VALVE CAN TO GRADE OB ADJUST EXISTING DRIVEWAY TO GRADE O ADJUST MANHOLE TO GRADE 10 PROTECT EXISTING IMPROVEMENTS IN PLACE 11 CONST. "X"—GUTTER PER CO. STD. 209 AND 209A ROADWAY EXCAVATION BENCH MARK, 1.0 MILE NORTHWEST ALONG MOCKINGBIRD CANYON ROAD FROM THE INTEF AND EL SOBRANTE ROAD, 105 FEET SOUTHEAST OF THE "T" INTERSECTIO DIRT ROAD. 52 FEET SOUTHWEST OF MOCKINGBIRD CANYON ROAD, 48 FE 7 FEET NORTH OF P.P. #315720; 2 FEET NORTH OF A MARKER POST, A SET IN THE TOP OF A CONCRETE POST, FLUSH ELEV. 1323.574 RIVERSIDE COUNTY DESIGNATION ML 94 NOTICE TO CONTRACTOR THE EXISTANCE, HORIZONTAL AND VERTICAL LOCATIONS OF ANY UNDERGR SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE KNOWLEDGE, THEIR ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES T AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUC CALL UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 AT LEAST 46 THE (QUANTITY ESTIMATE SHOWN HEREON IS FOR THE Ul DETERMINING BOND AMOUNTS AND/OR FEES AND IS NOT WORK CONTAINED WITHIN THESE PIANS SHL ENCROACHMENT PERMIT AND/OR GRAilTNG PPF AF' JVEC� DATE !/ Ge �. AT ALBERT A. WEBB ASSOCIATES R RANSPORTAT Ot EPARTHENT, RIVERSIDE COUNTY, CALIFORNIA CIVIL ENGINEERS R.C.E. N0.A � 9 5 O EXP. 74 g q 3788 McCRAY ST. RIVERSIDE, CA. 92506 PREPARE? BY DATE -- PH.: (909) 686-1070 SCALE AS SHOWN BENCHMARK DATE R.C.E.NO. G47736 EXP.DATE 19-31-99 DATE I`7°>5 SEL ABOVE is STREET EL SOBRANTE VOLUNT FOR -11 AA LA m PLAN =00 268+00 269*00270+00 271+00 272+00 2 +00 274+00 275+00 276+00 277+00 278+00 SCALE: 1.=40 a� "0 it! v v v \ O INST 0.42' A.C. OVER 1. 33' A.B. (CLASS II) PER GEOTECHNICAL MENDATIONS DATED MAY 20,1994. INSTALL A.C. OVERLAY (MIN. 0.10') AND FEATHER TO MATCH EXIST. PAVING O SAi4iCtiT EX16T PAVbMEkt O INSTALL CALTRANS TYPE "F" DELINEATORS (25' O.C.) UNDOREMOVE EXISTING TREES ' ���" SERVICE O APPLY ASPHALTIC EMULSION (SEE GENERAL NOTE NO. 7) ALERT 1-800 ADJUST VALVE CAN TO GRADE CALL.' 8O ADJUST EXISTING DRIVEWAY TO GRADE TOLL FREE 9O RELOCATE EXISTING IMPROVEMENTS 422-4133 SO PROTECT EXIST. IMPROVEMENTS IN PLACE TWO WORKING DAYS BEFORE YOU DIG I1 eoAl57 "Xo- GUT(EK PER w. 31Tc? Zo% � ooxw L PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THERACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVERT OF DATE BY- MARKREPANCIES ARISING AFTER COUNTY APPROVAL OR OURINS CONSRUCTION. THEATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE ENGINEER F TION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY DRAWN BY MOVE 0` IE"3311R A N T tie ROAE c�4 5RECOlA&4 NDEO FOR SEALCOUNTY SEAL A4 EQ DATE // 9 HE 2A APPROVAL Rflfessr0 A `';^ AR90 tt`,� f ANSPOR7` iON EPAflTMENi. RIVERSIDE COUNTY. CALI {9iBiI �y R.C.E. N0. 339 �'4 EXP.DATE/® 9 1 NO. C47736 m — -: F_XP. 12-31-99) PREPARED BY DATE DATE * r., -9�r-r sr4r crvl �y4 „_..,. E APPA. DATE CHECKE9Y �pv COUNTY 6 �r ,'::• ..- CHECKED BY DATE IR.C.E.NO. C4773fo EXP.DATE 12-31-99 wV �0 .M. '.D. OPERATIONS CENTERSPECIFICATION '.W-8 ALBERT A, WEBB ASSOCIATES COUNTY 4'F RIVER 1DE SHEET NO. VOLUNTARY CASE NO. 3+52 CIVIL ENGINEERS STREET IMPROVEMENT PLAN ef 3788 Mc CRAY ST. RIVERSIDE, CA, 92506 EL SOBRANTE ROAD AT OPERATIONS CENTER OF -A-, SHT PH. (909) 686-1070 STA. 269+00 TO STA. 278+00 FILE N10. 1" = 40 BENCHMARK FEE. SEE SHEET NO. 1 FOR W. M. W. D. W.�. 94— i4 PPF9i6211801 1�9 _ r, X51' 1 CURVE TABLE O DELTA LENGTH TANGENT A 90 ° 00'00 " 54.98` 35.00, 6 080 09'32 " P2013-OO' 286 65' 143. 57' C 00° 56 02' 32. 99 1650 D °2031 E 00° 56'02 32. 21 ' 16 . 11 ' "0 it! v v v \ O INST 0.42' A.C. OVER 1. 33' A.B. (CLASS II) PER GEOTECHNICAL MENDATIONS DATED MAY 20,1994. INSTALL A.C. OVERLAY (MIN. 0.10') AND FEATHER TO MATCH EXIST. PAVING O SAi4iCtiT EX16T PAVbMEkt O INSTALL CALTRANS TYPE "F" DELINEATORS (25' O.C.) UNDOREMOVE EXISTING TREES ' ���" SERVICE O APPLY ASPHALTIC EMULSION (SEE GENERAL NOTE NO. 7) ALERT 1-800 ADJUST VALVE CAN TO GRADE CALL.' 8O ADJUST EXISTING DRIVEWAY TO GRADE TOLL FREE 9O RELOCATE EXISTING IMPROVEMENTS 422-4133 SO PROTECT EXIST. IMPROVEMENTS IN PLACE TWO WORKING DAYS BEFORE YOU DIG I1 eoAl57 "Xo- GUT(EK PER w. 31Tc? Zo% � ooxw L PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THERACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVERT OF DATE BY- MARKREPANCIES ARISING AFTER COUNTY APPROVAL OR OURINS CONSRUCTION. THEATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE ENGINEER F TION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY DRAWN BY MOVE 0` IE"3311R A N T tie ROAE c�4 5RECOlA&4 NDEO FOR SEALCOUNTY SEAL A4 EQ DATE // 9 HE 2A APPROVAL Rflfessr0 A `';^ AR90 tt`,� f ANSPOR7` iON EPAflTMENi. RIVERSIDE COUNTY. CALI {9iBiI �y R.C.E. N0. 339 �'4 EXP.DATE/® 9 1 NO. C47736 m — -: F_XP. 12-31-99) PREPARED BY DATE DATE * r., -9�r-r sr4r crvl �y4 „_..,. E APPA. DATE CHECKE9Y �pv COUNTY 6 �r ,'::• ..- CHECKED BY DATE IR.C.E.NO. C4773fo EXP.DATE 12-31-99 wV �0 .M. '.D. OPERATIONS CENTERSPECIFICATION '.W-8 ALBERT A, WEBB ASSOCIATES COUNTY 4'F RIVER 1DE SHEET NO. VOLUNTARY CASE NO. 3+52 CIVIL ENGINEERS STREET IMPROVEMENT PLAN ef 3788 Mc CRAY ST. RIVERSIDE, CA, 92506 EL SOBRANTE ROAD AT OPERATIONS CENTER OF -A-, SHT PH. (909) 686-1070 STA. 269+00 TO STA. 278+00 FILE N10. 1" = 40 BENCHMARK FEE. SEE SHEET NO. 1 FOR W. M. W. D. W.�. 94— i4 PPF9i6211801 1�9 _ r, X51' 1 200' V.C. Pt. = 1488.52 @ 24' LT. P 1. = 1488.58 a Z0. 88� LT 9 l Q -0- ti ACSC� � T Pt; r Fa I i"=40• CURVE TABLE � e7S1�9�IQ DELTA m LENGTH TANGENT A 04°5341" 1985' 169.58' 84.84 M; Fa I i"=40• CURVE TABLE PROFILE DELTA RADIUS LENGTH TANGENT A 04°5341" 1985' 169.58' 84.84 M; R.C.E. N0. ��� 0 4 O — IP iE? _ , H _ �mw c1 S 3 LbQ _N �t CJa + _VERT. ..1'=4' 147-5 CO �t wNto � - PLAN SEE E SHEET N 00 260+00 260+00 270+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 273+00 Fa I i"=40• CURVE TABLE O DELTA RADIUS LENGTH TANGENT A 04°5341" 1985' 169.58' 84.84 M; R.C.E. N0. ��� EXP. DATE �� i� ...... .. uj m t0� 6 AAA7CH , 45X1sT• mtz,WLIIJE CONSTRUCTION NOTES. OINSTALL 0.42' A.C. OVER 1,33' A.B. (CLASS II) PER GEOTECHNICAL RECOMMENDATIONS DATED MAY 20, 1994. OINSTALL A.C. OVERLAY (MIN. 0.10`) AND FEATHER TO MATCH EXIST. PAVING O SANkt1T EXIST. PAVEMEAT 4\ INSTALL CALTRANS TYPE "F" DELINEATORS (25' O.C.) 5O REMOVE EXISTING TREES 6O APPLY ASPHALTIC EMULSION (SEE GENERAL NOTE NO. 7) OADJUST VALVE CAN TO GRADE OADJUST EXISTING DRIVEWAY TO GRADE ORELOCATE EXISTING IMPROVEMENTS 10 PROTECT EXIST. IMPROVEMENTS IN PLACE (( a746T. "X'- GUTCEK PER P.a rib T.a,�, THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSYBIE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ZN THE EVENT OF DATE BY DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTflUCT20N, THE �i PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE ENGINEER k SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY S�A:Y/.aa8fi1 SzSSIC'� ea Yti'3C U r AFS: t}L.+.}dJu.'fa 4f;<? d.. 4a ,l, k!,Yx W a,zni'JtY4`4`;iCiaUU tih3.�3hH:itYNabt1{14d4k,CiYYz�l/l ai}171:�,: Yc:,Setdt tf!,:.�.i. Siill?3s.7 d ,rli„illkY £� Xt ah Yi ,Yd}>A3�f t (�t JTffi'rLl t,�s,1 'N„idi d_. REVISION® DRAWN BY SGAGE- /'�, Qp l 4a � 20 io 0 90 I COUNTY CHECKED BY BYta w 0 / ° /if. PZoP62TY LuS �uumm, \\uu\ L SEAL COUNTY 4O,A No. 33950 EXP. 6-"0- 1 KIS✓i�EW'P. WE x q t� w / iU � iu tU / Iv tU tU lU Z U a ti� �t v v h N D V V V NI NAR 41 i X00 k$� 't%, uR�x� n N� 32 h %N'� N v�N��3 �e h� h g V� [yVi`�� / ~ia Wh pq\\\\ \,\\\\\\ \\b \ 1\\\\\* E\l \o\\\\ \111-A\ \ \�\n\\\\\\\\\\\oll\\��\ l x /- f:/ lw 275 l EX/57. R�it/ x DATE /� 1 Ili& .... ,__.�- ro 77 _._ oQ�pFESSjOb� tiR� Div, D p9, <F.y LL 0 CIVIL ENGINEERS R ANSPORTATIO 4EPARTMENT, M; R.C.E. N0. ��� EXP. DATE �� i� ...... .. uj m m M _ , w0 Lli �mw NO. C4773C a EXP. 12-31-99 �r�TeL'F S 3 LbQ F PH. (909) 686-1070 CJa + Z 3 2—,3W CO Np �EI'VCH :ARK wNto � - SEE E SHEET N l EX/57. R�it/ x DATE /� 1 Ili& .... ,__.�- ro 77 _._ oQ�pFESSjOb� tiR� Div, D p9, <F.y LL 0 CIVIL ENGINEERS R ANSPORTATIO 4EPARTMENT, M; R.C.E. N0. ��� EXP. DATE �� i� ...... .. 3788 MCCRAY ST. RIVERSIDE, CA. 92506 Y _ M _ , w0 Lli NO. C4773C a EXP. 12-31-99 �r�TeL'F S /112.291 F PH. (909) 686-1070 CJa + 1 277 �O 3 2—,3W CO Np �EI'VCH :ARK � LIJ SEE E SHEET N R. C. E. NO. G4773& EXP. DATE_ tL-31-99 DATE FEB. im195 uj �I '�JL��.� ..� F•�I ' ` ate_-• � �' ti�f� X -7.. 1vO;� w bi N SEAL APP ED DATE /� 1 Ili& .... ,__.�- ALBERT A. ASSOCIATES _._ oQ�pFESSjOb� tiR� Div, D p9, <F.y LL RIVERSIDE COUNTY, CALIFORNIA CIVIL ENGINEERS R ANSPORTATIO 4EPARTMENT, M; R.C.E. N0. ��� EXP. DATE �� i� 3788 MCCRAY ST. RIVERSIDE, CA. 92506 M NO. C4773C a EXP. 12-31-99 �r�TeL'F PREPARED BY.._. DATE.." — _ - PH. (909) 686-1070 GAt— CA �oPayP ,� SCALE 1, 40' Np �EI'VCH :ARK � SEE E SHEET N R. C. E. NO. G4773& EXP. DATE_ tL-31-99 DATE FEB. im195 IFI CATION W - COUNTY OF RIVER51DE SHEET NO. VOLUNTARY CASE NO. 3650 STREET IMPROVEMENT PLAN EL SOBRANTE ROAD AT OPERATIONS CENTER OF 4 SHT TA. 272 4.97 ± TO STA. 278+00 FILE No. FOR W M.W D. W,O. 94-114 PPF9Ms /e0s �'ilb¢Rte'kdz't,��X?a�7A4"+��dn,�'1`!�'Ny�,�Sk�a�F�idk`v'zi3f%73�`1KNlYUO'fl,�'57's'H�FitfiN�i4�`t'F7SF'2;f7;es?�,�X;'t`�?'i2.�;H(fiefs',saLd'a�t�'.�u`+Sv�$�X+((��zdet X}ihtr'�i£R!"Ss��¢;ii#�`"aT.' R C 2 O LLF O LL O= +a 00 LL r- LL NU CURVE TABLE O DELTA a9XAV �✓eve TANGENT A 86046' 27 " 35.00' 54.23+ 34.06 ' 8 910 13,33" 35.00' 35.7!0' _ . -� y '"/.. /50D DD cli _r -. Io- m tlJ + .... .0 07 ,003 t5- — 0 . 611 b -012 p V, D m. �q6.01 mi Q o 7 n r mi �. �. _ 0 f b � � i rw _ d N_ / o� i }tt om ...._.IffY ..._�Y � N ..— n__(1pB ,: 1\ 6.I /JJ �_ IY!' I:YJ.%-.J�:.OI� R C 2 O LLF O LL O= +a 00 LL r- LL NU CURVE TABLE O DELTA RADIUS LENGTH TANGENT A 86046' 27 " 35.00' 54.23+ 34.06 ' 8 910 13,33" 35.00' 55:73' 35.7!0' I INSTALL 0.42' A.C. OVER 1.55' A.B. (CLASS II) PER GEOTECHNICAL RECOMMENDATIONS DATED MAY 20, 1994. 2 INSTALL A.C. OVERLAY (MIN. 0.10') AND FEATHER TO MATCH EXIST. PAVING 5AWCUT EXIST. PAVEM6MT (I' MIM-) 44 INSTALL CALTRANS TYPE "F" DELINEATORS (25' O.C.) d S! n5 REMOVE EXISTING TREES VATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE THE PRI ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF E DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTYON, THE �� PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ,rr���`ti",,fti(�k'�?TS(L�1s6SC5h'TV'f�ut'�Y:��:a1YR3�`;f;Sd�t�iid4iaYr V<a;;�e .li.FI'fR:N d$RSi LE, :th tF. TE I BY ( MARK ENGINEER ISIONS •►. i. UAIC LMtUNtU bT R, Ll iJt OUNTY GATE La 6e/06/96 L g\RU\\\\C\` \\\ �Q\\�� \\\\� \\\\ \ \\\woall 11 hw �U\\U\\ \CP \U\\\\\�\\ \\\\ \U\\ \\\\@ SEAL COUNTY Na 33950 EXP 6-70-4' SEA D. ( AP E® DATE ✓/ Y� o QP6FESSjoh _r,�,.. ALBERT A. WEBB ASSOCIATES q FOR RANSPORTAT� 14,906WtMENT, RIVERSIDE COUNTY, CALIFORNIA CIVIL ENGINEERS l � e m R.C.E. N0.:S SO EXP. DATE $® S 3788 h1cCRAY ST. RIVERSIDE, CA. 92506 a EXP: 12-31699 PREPARED BY DATES - PH. (909) 666-1070 P of cALtF°P - SCALE 1" = 40' BENCHMARK DATE SEE SHEET NO C,4=2R.C.E.NO.C,4=299 FEXP.DATE_ IZ-31-EB. 1995 SPECIFICATION W - 82F COUNTY OF RIVER510E SHEET NO. VOLUNTARY CASE NO. 3G5Z STREET IMPROVEMENT PLAN EL SOBRANTE ROAD AT OPERATIONS CENTER €1F 4 SHTS STA. 270+00 TO STA. 209+00 FILE NO. I FOR W.O. W.hS.W.O. 94—jg4 PPF9182I802 0 li✓o!Y ex p 274 7_+ G> 275 — - 2764 277 2 8 � W Lu 96. G W'J O M ..F'.9�/,4B W TYPE c Prrf s Co LL J cn —II GENERAL NOTES N J li✓o!Y ex p 274 7_+ G> 275 — - 2764 277 2 8 � W Lu UNCERGAQUNQ SERVICE FOR TRAFFIC CLEARANCE: ALERT /� ••(Q% CALL. yrs... G2�`'� ►� TOLL FIDE MIKE GHAHRAMANI, R.C.E. 45720 DATE i -Boo 422-4133 TWO WORKING DAYS BEFORE YOU DIS RECbMMENDED BY ' DATE T!9l98 ,1A0 2 THE PRIVATE ENGINEER SIGNING THESE PL ACCURACY AND ACCEPTASILITY OF THE. DEE DISCREPANCIES ARISING AFTER COUNTY Ai PRIVATE ENGINEER SHALL SE.RESPONSISLE SOLUTION AND REVISING THE PLANS FOR IS RESPONSIBLE FOR ASSURING THE HEREON, IN THE EVENT OF AL OR DURING CONSTRUCTION, THE I DETERMINING AN ACCEPTABLE WAL BY THE COUNTY. GNED BY 280 REVISIONS DRAWN BY k2, 281 N APPR.. I OA' COUNTY CHECKED BY 96. M ..F'.9�/,4B W TYPE IV(R) J cn GENERAL NOTES sn /V 'r ,41 rir sidPs i 2 .el8 < I . TRAFFIC STRIPES, PAVEMENT MARKERS, & RAISED PAVEMENT MARKERS PER CALTRANS TRAFFIC Z W73 MANUAL,, STANDARD PLANS & STANDARD SPECIFICATIONS. ' ?. SANDBLAST CONFLICTING STRIPING, REMOVE CONFLICTING P AVEHENT MARKERS WITHIN FKO.JECT LIMITS: 3. CONTRACTOR SHALL U66 THERMOPLASTIC PAVEMENT MARKINGS, TRE COUNTY MAY 6U05TITUTE ' 1 FAINTED PAVEMENT MAKKIN&S. CONSTRUCTION NOTES O INSTALL PAVEMENT MARKINGS PER CALTRANS STANDARDS,BY COUNTY 8 EA. �2 INSTALL TRAFFIC SIGN ON 4'z4' WOOD POST W/ANCHOR BLOCKS, BY COUNTY 6 EA. _ Ary 0 INSTALL TWO WAY LEFT TURN LANE STRIPES - DETAIL 32 BY COUNTY 165 LF , O INSTALL LANE DROP STRIPING;LF. DETAIL 37B, BY COUNTY 235 pUav ��\@i \\U\\\\\\\U A\\\uue limm, \\\\\o INSTALL B" SOLID WHITE CHANNELING LINE - DETAIL 38 BY COUNTY 600 LF. 0 INSTALL DOUBLE YELLOW STRIPE -DETAIL 22, BY COUNTY 875 LF �B INSTALL DOUBLE YELLOW MEDIAN EDGELINE`DETAIL 29, BY COUNTY 1,000 LF raN \,/ INSTALL 4" WHITE STRIPE -DETAIL 8, BY COUNTY 100 LF. Ip RELMATE BXIST. TRAFFIC 61045, BY COUNTY 2 EA. ii INSTALL EDGE STRIPE PER CALTRANS STD. A20B-DETAIL 27B , BY COUNTY 2,900 LF. 12 SANDBLAST CONFLICTING STRIPING ( BY CONTRACTOR) 1,370 LF UNCERGAQUNQ SERVICE FOR TRAFFIC CLEARANCE: ALERT /� ••(Q% CALL. yrs... G2�`'� ►� TOLL FIDE MIKE GHAHRAMANI, R.C.E. 45720 DATE i -Boo 422-4133 TWO WORKING DAYS BEFORE YOU DIS RECbMMENDED BY ' DATE T!9l98 ,1A0 2 THE PRIVATE ENGINEER SIGNING THESE PL ACCURACY AND ACCEPTASILITY OF THE. DEE DISCREPANCIES ARISING AFTER COUNTY Ai PRIVATE ENGINEER SHALL SE.RESPONSISLE SOLUTION AND REVISING THE PLANS FOR IS RESPONSIBLE FOR ASSURING THE HEREON, IN THE EVENT OF AL OR DURING CONSTRUCTION, THE I DETERMINING AN ACCEPTABLE WAL BY THE COUNTY. GNED BY 280 REVISIONS DRAWN BY k2, 281 N APPR.. I OA' COUNTY CHECKED BY