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908bb_sppGENERAL NOTES I. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC 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. 2., 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. PH. NO. (619) 863-8267 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED OCTOBER 11, 1990 COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 4. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 5. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE. 6. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 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. 8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE REQUIRED. 9. 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 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. WORK TO BE DONE 10. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT 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 JUNE 1990. II. 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 STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. 13. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 14. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 15. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499(SPECIES: VIRGINIA HERITAGE(SOUTHERN LIVEOAK)). 16. 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 SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 17. 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 IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 18. AFTER OCTOBER 1, 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 (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS, TRANSPORTATION, DIVISION OF HIGHWAYS. CONSTRUCTION AFFECTING OTHER UTILITIES CONTRACTOR SHALL NOTIFY AT LEAST 48 HOURS PRIOR TO CONSTRUCTION: SOUTHERN CALIFORNIA GAS COMPANY: 1-800-227-2600 - USA* SOUTHERN CALIFORNIA EDISON COMPANY: 1-800-227-2600 - USA* GENERAL TELEPHONE COMPANY: 1-800-227-2600 - USA* *UNDERGROUND SERVICE ALERT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 'THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. GRADING NOTES ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION PREPARED BY: SECOR INTERNATIONAL INCORPORATED 25864-F BUSINESS CENTER DRIVE REDLANDS, CA. 92374-5077 DATED: MAY 1996 ESTIMATED GRADING QUANTITIES VOLUMES SHOWN HEREON ARE GEOMETRIC VOLUMES AND DO NOT ACCOUNT FOR LOSSES DUE TO SHRINKAGE OR COMPACTION. GRADING QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITES. ESTIMATED EXCAVATION: 170 C.Y. ESTIMATED EMBANKMENT: 1300 C.Y. v 1w1141 1 1 mp%l ABBREVIATIONS EP EDGE OF PAVEMENT FG FINISHED GRADE FS FINISH SURFACE FL FLOW LINE TC TOP OF CURB TB TOP OF BERM ( 211.76 ) ELEVATIONS PROPOSED VARNER ROAD BY MEASURE 'A' CONST. STREET IMPROVEMENT FOR VARNER ROAD AND MONTEREY .6553-020-036 VACANT Qq .0100 =FLOOD CONDITION - PROPOSED ARCO AM/PM SITE EXISTING GROUND 653-020-036 EXISITING SUBSTATION PROPOSED ARCO IN THE COUNTY OF RIVERSIDE PLANS AVENUE o,o .OIC =FLOOD \• \ \ UTILITIES .L• CONDITION L \\ \ \ ELECTRIC: IMPERIAL IRRIGATION DISTRICT 81 -600 AVENUE 58 LA QUINTA, CA 92253-1080 `, (619) 398-5841 \ ti WATER/SEWER: COACHELLA VALLEY WATER DISTRICT P. 0. BOX 1058 OX COACHELLA, CA 92236 (619) 398-2651 GAS: SOUTHERN CALIFORNIA GAS COMPANY \ b Q 1981 W. LUGONIA AVE. REDLANDS, CA �' _____--=_-= \ G \ d• i\� ' 1-800-426-2000 ® \ • '\ ��' TELEPHONE: GENERAL TELEPHONE 9797 GENE AUTRY PALM SPRINGS, CA - \� �." 4 (619) 327-8600 es'\\ \\ 653-020 0r.3` `.,' ` \\ \\ �•'�; - T T \ \ \\\ \ \ \ vp 0 27.5' 75' 2 ' 2° I,_OCR 7 4 I I- ' PROPOSED 8' 77 VARNER RD. INDEX MAP SCALE: 1'=50' � VARNER ROAD R/W 30' 12' TO 54' 8' , 3' 15' MIN , VARIES 2' 2, EXIST. STREET IMPROVEMENTS ARCO LIMITS BY COUNTY OF RIVERSIDE OF WORK (C ELEV) 3X VARIES(I' T6590. !3� T - VARIES t o ° ° op 0°0 ° O,Q\ST FEATHER OVERLAY I I ► i -i I f I 0.33' CONCRETE FL ELEV PER PLAN LIMITS AS SHOWN EXIST. STRUCTURAL SECTION TTFR \ SIDEWALK I � PER MEASURE A STREET - - LANDSCAPING WHERE SHOWN VARNER ROAD IMPROVEMENT PLANS. AREAS BY OTHERS EXIST. 20' SLOPE SOURCE: MEASURE 'A' IMPROVEMENTS VARNER RD. ROUNDING (TYP) SAWCUT AND REMOVE PREPARED BY PARSONS BRINKERHOFF EXISTING IMPROVEMENTS, N.T.S. LIMITS AS SHOWN Ii VARNER ROAD 6.5' MIN. 2' 6' 8' 26' TO 48' 12' TO 54' 8' 3' 15' MIN R/W 2' VARIES I 1' VARIES VAR. VAR. (EP ELEV)2, I' TYP. PROPOSED RAISED 2' TY TC ELEV MEDIAN WHERE EXIST. STREET IMPROVEMENTS BY COUNTY OF RIVERSIDE I PER AN ARCO LIMITS SHOWN SP 2% OF WORK t ELEV) TOR �V VARIESI'+s"o�°3r) I VARIES(N16ur3"/� (5=) P 70 ° ° o op °o ° ° ° o 0,9 < PROPOSED 0.33' FEATHER OVERLAY I 16 Ib FEATHER OVERLAY F� \2� CONCRETE SIDEWALK SAN LIMITS AS SHOWN I LIMITS AS SHOWN �TTFA \ WHERE SHOWN EXIST. STRUCTURAL SECTION SAWCUT AND REMOVE MONTEREY AVE.PER MEASURE 'A' STREET EXISTING IMPROVEMENTS, IMPROVEMENT PLANS. EXIST. 20' SLOPE LIMITS AS SHOWN SOURCE: MEASURE 'A' IMPROVEMENTS MONTEREY AVE ROUNDING (TYP) PREPARED BY PARSONS BRINKERHOFF N.T.S. ENGINEER'S NOTES THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE DESIGN HEREON. 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. PRIVATE ENGINEER WILL NOT BE PROVIDING INSPECTION SERVICES OR CONSTRUCTION REVIEW. THESE FUNCTIONS ARE THE RESPONSIBILITY OF THE COUNTY AND/OR THE GENERAL CONTRACTOR. ENGINEER ACCEPTS NO LIABILITY FOR SUCH FUNCTIONS OR WORK THEREOF. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS.' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. DEVELOPER ARCO PRODUCTS COMPANY CONTACT: CRAIG YAMASAKI 4 CENTERPOINTE DRIVE LA PALMA, CA 90623 (714) 857-6771 LEGAL DESCRIPTION A PORTION OF THE EAST HALF OF SECTION 19, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. APN: 653-020-053 BENCHMARK FOUND %' REBAR W/R I V CO. SUR. PLASTIC PLUG, DN. 0. 5' , 75± LEFT OF CL VARNER RD. REALIGNED, STA 15+00. ELEVATION = 210.90 FT. (NAD 27) TOPOGRAPHY TOPOGRAPHIC CONTOURS ARE BASED ON MEASURE 'A' CONSTRUCTION OF MONTEREY AVENUE AND VARNER ROAD PREPARED BY PARSONS BRINCKERHOFF OF SAN BERNARDINO DATED JULY 1995. CONSTRUCTION NOTES QUANTITIES (D PLACE A.C. PAVEMENT OVER AGGREGATE BASE PER TYPICAL SECTION OF 770 SF MEASURE 'A' STREET IMPROVEMENT PLANS. 157elAL, (FOG SEAL PER NOTES HEREON) O2 PLACE 3' A.C. PAVEMENT OVER ao' AGGREGATE BASE. 1500 SF (FOG SEAL PER NOTES HEREON) 9 GALLONS O3 CONSTRUCT TYPE A-6 CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 130 LF 200 (6' C. F. ) 4O CONSTRUCT TYPE A-8 CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 390 LF 201 (8' C. F. ) . O CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD. NO. 209 & 209-A. 1440 SF © INSTALL STREET LIGHT PER RIVERSIDE COUNTY STD. NO. 1001. 1 EA O7 CONSTRUCT P.C.C. SIDEWALK PER RIVERSIDE COUNTY STD. NO. 401. 3070 SF ® CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY STD. NO. 403. 4 EA O9 CONSTRUCT A.C. OVERSIDE DRAIN PER RIVERSIDE COUNTY STD. NO. 306. 140 SF 10 INSTALL STREET TREES PER LANDSCAPE AND IRRIGATION PLANS 10 EA 12 INSTALL 2' X 4' REDWOOD HEADER. 150 LF 14 CONTRUCT I/q TON GROUTED TON RIP RAP PAD (W=10' , L=10`). 8 C.Y. 15 CONTRUCT STAMPED CONCRETE DRIVE APPROACH (4' THICK, COLOR RED, 2125 SF AS APPROVED BY ARCHITECT). 16 CONTRUCT TYPE 'D' CURB PER RIVERSIDE COUNTY STD. NO. 204 (6' C.F.) 190 LF !7 INSTALL STREET NAME SIGN. I EA 18 LANDSCAPING AND IRRIGATION. I LS 19 SIGNING AND STRIPING. I LS , © SIGNAL MODIFICATION. I LS 21 CONSTRUCT PARKWAY DRAIN PER RIVERSIDE COUNTY STD. NO. 30-1 IN I EA TO BAS I N) MOD/FlEO NirlY A Z' hE,EP CL17aV= c dYAGL, .) y NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. /usr/projdoto/r-grp/d-12828/8281mpl.dgn PLOT DATE: 19-NQV-1996 JN 12828 11 0 1'j- 5- 3 L EXISTING RIGHT OF EXISTING EDGE OF PAVEMENT 100 YR.FLOOD I I\IIrC jTEMPORARY^CONSTRUCTION .. 1 CCC CLJCCT Z l t \ t l Z t ) \ t \, a c •R at \ a \ t t` rl `t \ t t \ t t `t \ \`. 29+91.95 MONTEREY AVE. \ \ 27+84. 81 \ \28\ /usr/projdoto/r-qrp/d-12828/8281mp2.dgn - V I IVV 1 L wan .\11IV Vujo FA I%A IV VALrV•V 1111y. n.l..C. JJ77V f{GVIJ 1 RA I IVP( GArll\CJ: o -JV -7G VARNER RD. TERLINE DATA RADIUS LENGTH REMARK 600.00' 460.41' 373.93' CURB DATA N0. DELTA OR BRG. RADIUS LENGTH REMARK I❑ 00-22'49- 1640.00' 10. 89' 2 88' 27' 04' 25.00' 38. 59' �3 N21 ° 00' 44' E 9.32' �4 37. 55'07' 10. 00' 6.62' a 91' 13' 21' 15.00' 23.88' © N21' 00' 37' E 1. 27' �7 88' 27'05' 25.00' 38.59' 8 02' 24' 44' 1640. 00' 69.05' 9 N65' 01' 38' W 96.43' 10 33' 21 ' 58' 10. 00' 5.82' II N16* 27'35'E 3. 67' CONSTRUCTION NOTES OI PLACE A.C. PAVEMENT OVER AGGREGATE BASE PER TYPICAL SECTION. O2 PLACE 3' A. C. PAVEMENT OVER ro' AGGREGATE BASE. �3 CONSTRUCT TYPE A-6 CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 200 (6' C.F. ) ® CONSTRUCT TYPE A-8 CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 201 (8' Cs F. ) . O5 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD. NO. 209 & 209-A. �6 INSTALL STREET LIGHT PER RIVERSIDE COUNTY STD NO. 1001. O7 CONSTRUCT P.C.C. SIDEWALK PER RIVERSIDE COUNTY STD. NO. 401. ® CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY STD. NO. 403. O9 CONSTRUCT A.C. OVERS I DE DRAIN PER RIVERSIDE COUNTY STD. NO. 306. INSTALL 2' X 4' REDWOOD HEADER. 61-461STRUGT STRAIGHT HERB u LIt PER GAETRANS rc�n wn. NO. 989 IS CONSTRUCT STAMPED CONCRETE DRIVE APPROACH (4' THICK, COLOR RED AS APPROVED BY ARCHITECT). RIQC ENGINEERING COMPANY 3050 Chloago Avenue Sults 100 Rlvereloe, Collfornla 92507 (909) 782-0707 SCALE: (BENCH MARK: I'=20' DATE: JULY, 1996 . SEE TITLE SHEET CU3229 STREET IMPROVEMENT AND GRADING PLANS 2 STA. 23+49.00 TO MONTEREY AVE. IN THE COUNTY OF RIVERSIDE of 3 SHEETS FILE NO. W. 0. I FOR: F.B. PLOT DATE: 19-NOV-1996 JN 12828 908-8B jr.-�M 0'_) 0- :J J - J.J� "", ••" tLtV. = CUtS.J" (TYP.) 1 FUTURE SITE LIMITS OF WORK , SEE SHEET 2 206.5 FG FUTURE ARCO AM/PM FUTURE SEWER LATERAL TO - - \ IMPROVEMENTS TYP.) �� EXIST. R/W `�\ GRADE TO EX. POWER POLE BE INSTALLED BT C.V.W.D. ��------�------------ NOTE: _ , ,�. rs= _::..: - __:: \ PROTECT IN PLA I--- ---------------� ------- - - - - - - - - - - �-EXISTING IMPERIAL IRRIGATION MEASURE A PROJECT ,-+s�"h�� C ` «\ DRAIN ADJUST MANHOLE j TYP 12 Q F I DISTRICT SUBSTATION CONSTRUCTION IS IN PROGRESS ; j D ` \TO 207.80 FS 208.8 1 FOR THE INTERSECTION OF t t�. = \ C '�SITE- MONTEREY I 12 6 .\ FUTURE SITE .. , I MONTEREY AVENUE AND VARNER - �. 12 II 206.7 FG I 6553-020-036 -- ; ;' x - 206.6 �, IMPROVEMENTS t 1 N S ;, G �,_ _ _ _ I J 207,0 FG I - SEPROATCOMPLETION IS EXPECTED 15 SEPTEMBER, M� - - 96 I / _- - -- D 3 T .61 = C DE P 2 TC I � 209. 208L ° x;50 F G D -- = .:- _ ® C NOTE: PROPOSED SIGNAL R`- �:, r, �°i�• a, 2a 'b FL MODIFICATION WORK AND ., . .� PRO �Y z` Y 3 ti o Borro - z 205 1 FL FACILITIES ARE WITHIN THE � .5 Oa ., r -_� _ -_- 08.6 '�:. 1 4`' 8 .. EXIST. R/W �I 207.3 FG COUNTY IF RIVERSIDE - FG 208.16 TC ►n = _ ' T = --- __------------- -- --- - 7.96 FL 15 - - _ 2 RIGHT OF WAY. ,'r;`Q✓_L-OC>,YEAR FLOOD PLAIN - - _ - _ _ _� __ . - _ _ -- _ _� = C C79APe r0 0e,4/a TO 6A5/M (/% M110 �- ,s� ,,, _�-� - "�- - 8 _ 205.33 FL AIWE6 2 FOR PRO ------ ---- T--- /--- ----- yELEV - z9S.3--_---.--...-- __ --- ---SEE s FIGSAP_ ________________,, 207.53 TC E 'i / 0 & OIoO FLOOD CONDITION /n�`i = `t I /' - _ - ! .- = 'l. 207.06 FI 10 ------------------ --AB 12' W r 12' W ------------- d I �1 r- m a; o� o� "' m o �' NOTE: 1 _t:29>91- 95MA TEREY AVE. SAWCUT AND REMOVE r + �. + + o o u; Q v a27►$4.8 INER RD. EXIST. IMPROVEMENTS v - _ N �,, I o r-1 r ) z z Q SUTNDE ERMINED DUE TO VELOCITIES (FLOOD + M IhE= N r M WQN + p� o� (APPROX.1400 S.F.) SA UT AND REMOVE M�--_---_------------------------0_-----_--__--_-___-_---_-_--_ __--- � a ___-------------------------------.__ CURB AND I © "�'�' CONDITIONS. I - GUT,. RANO SIDEWALK gl - - _ _ _ / __ - - - - --------------- ------ -- -- ----------------------- ___--_____- __--__-___-------------------- _- -" _rCx ----------------- ------------ 2 _ \ - - - - ---15' S ---T---- r STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH REMARK LENGTH REMARK 1❑ CURB DATA NO. DELTA OR BRG. RADIUS LENGTH REMARK 1❑ N08° 32' 45' W 4. 19' ❑2 98° 33' 27" 25.00' 43.00' ❑3 N89' 59' 20' E 10.33' 4❑ 90° 59'03' 20.00' 31.76' ® N89° 59' 18' E 1-5. 77' © 89' 58' 37' 25.00' 39.26' ❑7 NO. 00' 41 ' E 59.77' ® NOT USED 90 165' 39' 26' 3. 50' 10. 12' 10 1 3° 4 1 ' 17" 220.00' 52. 56' II 34' 20' 1 7" 60. 00' 35. 96' 12 146' 1 8' 59' 2. 00' 5. I I ' 13 NO3' 09' 29' W 83.97' CONSTRUCTION NOTES (D PLACE A.C. PAVEMENT OVER AGGREGATE BASE PER TYPICAL SECTION. O PLACE 3' A.C. PAVEMENT OVER (,' AGGREGATE BASE. O3 CONSTRUCT TYPE A-6 CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 200 (6' C.F.) 4\ CONSTRUCT TYPE A-8 CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 201 (8' C. F.) . O5 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD. NO. 209 & 209-A. O7 CONSTRUCT P. C.C. SIDEWALK PER RIVERSIDE COUNTY STD. NO. 401. ® CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY STD. NO. 403. O9 CONSTRUCT A.C. OVERSIDE DRAIN PER RIVERSIDE COUNTY STD. NO. 306. 12 INSTALL 2' X 4' REDWOOD HEADER. L� l.^., -rm ii -r 1/ -r^Li rmt%11Tr-r1 nin nAn nAMfW_[A' 1 -li�'l 15 CONSTRUCT STAMPED CONCRETE DRIVE APPROACH (4' THICK, COLOR RED, AS APPROVED BY ARCHITECT). 16 CONTRUCT TYPE 'D' CURB PER RIVERSIDE COUNTY STD. NO. 204 (6° C.F.) 21 CONTRUCT PARKWAY DRAIN PER RIVERSIDE COUNTY STD. NO. 30.3(DRAIN 2 TO BASIN,, M0D/,a/hF0 AV/77V 2r PE, -P Cur OA -F WALL-) DIGe j L` RT ENGf -� COUNTY DATE BY REVISIONS APPROVED BY: A I' • , �.,EES�Sfo,-, RICK ENGF'gl ING COMI-ANY TU----.�' --T"' - J -� (Z_ I- %G �J �i�f4c�i�'V 7YWV �J ii V{"+�LK / EDWARD M. RA (CAN R.C.E. 46804 3050 Chicogo Averwe STREET IMPROVEMENT PLAN M\CHr� �`.m 3 9 !v Q tE'�V i >� �I T P -Ki 1 Su l to 100 ° _ / o ? . , ! i 0 Rivers 1 Oe. SCALE: I 20 a1 ry 1-1-4 -11 I P.Ei11 cu+c15 �cEv.4T14�11[5, +2/�°Il+V�1 RE/"IIEP DATE: REGISTRATION EXPIRES 6-30-99 California 92507 (909) 782-0707 FOR MONTEREY AVENUE 3 - --'- ' ; - AC OVEfc'SJ D,C'.4,N, 4,94VED N07E AA49 STA. 32+37.28 TO STA. 34+07.91 CALL - �,� , �, �, N�'C04 APPRO Y: DATE: tr/G� 9(, SCALE: BENCH MARK: 20 0 20 40 BEFORE z ' z` v " aa,e7�rEiv sw.4�E . z3 9 YOU DIG! fir ` E�'G 193 � E� 63395,°! -3/-97 R6C 3 .4pce© R06< F141 -ED wE�C 141-V 1._20, IN THE COUNTY OF RIVERSIDE OF 3 SI 1-800-227-2600 C���. � �q� CJj%11� ��� KHAL OTHMAN R CO TY OF RIVERSIDE TRANSPORTATION DEPT. SEE TITLE SHEET FILE NO. III UNDERGROUND SERVICE ALERT lF Of (,�0� £ of f;AL�O R.C.E. 33950 REGISTRA ION EXPIRES: 6-30-98 Call at least 2 working days prior to excavating. DATE: JULY, 1996 W.O. FOR: F.B. /usr/projdato/r_grp/d_12828/828Imp3.dgn PLOT DATE: I9-NOV-1996 JN 12828 91046_78B