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908q_spp (2).GMff&L NOTES 1. 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. THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITINS OF APPROVAL. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955-6885 FOR PARCEL MAPS AND TRACT MAPS. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY OF RIVERSIDE STANDARDS. 4. 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. 5 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. 6. 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. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIL41TS AND IT'S SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCE:PTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO, 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 9. ASPHALTIC EMULSION (FOG SEAL) SHAL_ BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 10. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 11. 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. 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 SEPARATE LANDSCAPE PLANS_ ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. ;3. A, CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE 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), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOI WITH A VALID WDID NUMBER. BASIS OF BEARINGS THE BASIS OF BEARING FOR THIS PLAN IS A PORTION OF THE SOUTHERLY LINE OF TRACT MAP 27324, PER M.B_ 295, PAGES 26 THROUGH 28, BEING NORTH 68'20'58" WEST. - , • t rr t I' `; "4 , r „ , DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNERGROUND SERVICE ALERT OF SOUTNERN CALIFON41A NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PIANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DES" HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION MA AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 111 Rl�e�s1�'e rl 4C. o� CO tib t l , PM 186//33--35 LOT 7 GRAPHIC SCALE 100 2W 400 ;S NOTE: { IN FEET ) I inch = 200 ft, LOT 1 ri Q10=2.6 CFS Q100=3.97 GFS LOT 6 o C SHEET 2 c� Q10=0.69 r Q100=1.00 CFS LANE LOT 5 LOT 3 LOT 4 CONTRACTOR 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 WORK;NG HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE 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 NGINEERTHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE JTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE u PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. c R/W R/W 30' 30' 19' 11' 11' 19' TS 4' 6" AC DIKE, 4' e�Q} T STD. 212 2 0.25' A.C. PAVEMENT: 2 C, 2% TL3..' wn fnj d x'L tT$t"S' TP ,a.". `I,• � f 9 0.33' CLASS II BASE '.. 6" AC DIKE, STD. 212 COMPACTED SUBGRADE nTIC,I L STREET CESS-SECrON NOT TO SCALE CRUMLEY COURT REVISIONS No. 45702 Exp. 12/31 /05 C7VI4� `� Of Cgt.IFO 8" AC Dlk STD. 212 An K BRE :59954 zm cvn. G6130t'�p18 �* \E �F CPQ f LOT 2 roe TOP OF CURB _ TC FLOWLINE _ _ ...... -- FL FINISH SURFACE FS HIGH POINT - HP LOW POINT._ _ .. LP FINISH GRADE FG YIN p BRt�NRNAN TOP OF DIKE _ _- TO G . J• L OFl�jvl-Tl F�END OF CURVE EC 11 0si 1?,R16WV" AVE- BEGINNING OF CURVE BC L [� ECS(►(OtE, CA. W14510 TOP OF BERM TB q,S1_ Z�rj- e2lq(o CENTERLINE _ ..... CL POINT OF REVERSE CURVE PCR BEGINNING CURB RETURN BCR ®UI L T P LA BEDGIN VERTICAL. CURVE BVCURB RETURN ­ C R/W END VERTICAL CURVE EVC COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: 7A S, and ALAN D. FR NCH DATE S -Y -a7 COMPACTED SUBGRADE -� TOPICAL STRW CROSS-SECLTIIN NOT TO SCALE DANER I LAN E 1 N0. 62687 Exp. 6/s0/oe l c1yiV tv O ORRECTIONS NOTED / V AY __ _ _ _ ©/W SIGNATURE: ` 8" AC DIKE, l` f %4! % STD. 212 REN IC FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA RD., 4.8 MILES WEST ON RANCHO CALIFORNIA h �,J RD. TO THE INTERSECTION WITH DE LUZ RG. 2.2 MILES SOUTHWEST ON DE LUZ RD. TO THE INTERSECTION WITH CARANCHO RD. 3.0 MILES WEST ON CARANCHO RD. TO THE INTERSECTION WITH LOS GATOS RD. IN THE NORTHEAST CORNER OF THE INTERSECTION, 25' NORTH OF THE CENTERLINE OF CARANCHO RD., 56' EAST OF THE CENTERLINE OF LOS GATOS RD., 4.2' NORTHWEST OF FIRE HYDRANT, FIBERGLASS WITNESS POST, 1' NORTH OF MONUMENT ON CONCRETE BASE, A 3" ALUMINUM DISK IN CONCRETE CYLINDER STAMPED "T-71-81". ELEVATION 1324.305 CJ CONSULTING 17837 Brightman Avenue Lake Elsinore, Ca. 92530 Tel and Fax 951-678-5776 PREPARED BY; RICHARD T. MCMAHCN R.C.E. No.62697 h - DATE r, DIP. 6/30/08 BENCHMARK: SCALE: varan hO Riverside Canty 90 COUnty CONSTRUCT DRIVEWAY APPROACH PER RCTD STD. 206 AND 207 AS DIRECTED IN THE FIELD _ ...- . ....... ..... ....Lip Sec. 21 and 22, T8S, R4W A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCT DOWN DRAIN PER DETAIL SHEET 3 -,188 S.F_ 11 CONSTRUCT BROW DITCH PER DETAIL SHEET 3 not to scale CONSTRUCTION SECTION: SAW CUT AND REMOVE EXIST. PAVING PER DETAIL ON SHT 3....-... 72 L.F. SANTA ROSA COMMUNITY SERVICES DISTRICT 9&M2 _ON NOTES AND QPMOF Q I=: CONSTRUCT CROSS GUTTER PER RCTD STD. 209-A .. ........ ... 267 S.F. 296-3176 INSTALL STOP SIGN __ - _ _._. ..... .... ... 1 EA 296-6900 REMOVE EXISTNG AVOCADO TREES CONSTRUCT 0.25' A.G. OVER 0.33' CLASS II AGGREGATE BASE RELOCATE EXISTING IRRIGATION FACILITIES .... AS NEEDED AGGREGATE BASE CL 11 (4" BASE) (28,314 S.F.) (951) _.._..... 350 CY 1-800•-227-2600 ANY OTHER UTILITIES NOT USING USA FOR CONTACT ASPHALT CONCRETE (.25' THICK) 510 TONS ASPHALTIC EMULSION/PAINT BINDER (FOG SEAL) (252 GAL) 1.05 TON CONSTRUCT ROADWAY EXCAVATION PER PLAN AND SECTION CUT - 14,378 C.Y. FILL 4,833 C.Y. CONSTRUCT 6" A.C. DIKE PER RCTD STD. 212 _ 1315 L.F. �¢ INSTALL STREET NAME SIGN PER R.C.T.D.. STD 816 _ 2 EA CONSTRUCT A.C. SWALE PER S.R.C.S.D. STD. 3,240 S.F. (SEE TYPICAL STREET SECTION) (INCLUDES 540 L.F. 8" A.C. DIKE) aCONSTRUCT TERRACE DRAIN PER DETAIL SHEET 3 920 S.F. NO. 300 7 r INSTALL 1/4 IkIQTAI I IQ" TON RIP -RAP _ _ .._ _.. 0 C 0 /9 A 0 > �altr _ _ . ........ 14 C.Y CONSTRUCT DRIVEWAY APPROACH PER RCTD STD. 206 AND 207 N-010CATIQNS: NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AS DIRECTED IN THE FIELD _ ...- . ....... ..... ....Lip (726 S.F.) A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCT DOWN DRAIN PER DETAIL SHEET 3 -,188 S.F_ 11 CONSTRUCT BROW DITCH PER DETAIL SHEET 3 -. ... -...........915 S.F. CONSTRUCTION SECTION: SAW CUT AND REMOVE EXIST. PAVING PER DETAIL ON SHT 3....-... 72 L.F. SANTA ROSA COMMUNITY SERVICES DISTRICT CONSTRUCT SPLASH APRON PER DETAIL SHEET 3 1 EA. (9 S.F.) CONSTRUCTION SECTION: CONSTRUCT CROSS GUTTER PER RCTD STD. 209-A .. ........ ... 267 S.F. 296-3176 INSTALL STOP SIGN __ - _ _._. ..... .... ... 1 EA 296-6900 REMOVE EXISTNG AVOCADO TREES AS NEEDED 929-9492 RELOCATE EXISTING IRRIGATION FACILITIES .... AS NEEDED N-010CATIQNS: NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT CONSTRUCTION SECTION: (951) 955-6885 SANTA ROSA COMMUNITY SERVICES DISTRICT CONSTRUCTION SECTION: (951) 296-3176 RANCHO CALIFORNIA WATER DISTRICT: (951) 296-6900 VERIZON (951) 929-9492 SOUTHERN CALIFORNIA GAS COMPANY: (951) 304-0093 SOUTHERN CALIFORNIA EDISON COMPANY: (951) 928-8270 UNDERGROUND SERVICE ALERT: 1-800•-227-2600 ANY OTHER UTILITIES NOT USING USA FOR CONTACT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. INDEX OF SHEETS: SHEET No.(s) 1 2 3 TITLE SHEET ■ C3 STREET IMPROVEMENT PLAN & PROFILE SHEETS, DETAILS Ln _'T MAP 27324 I.P. No. 05241 sET No. o COUNTY OF RIVERSIDE SCHEDULE "D" SEE ABOVE STREET IMPROVEMENT PLANS TITLE SHEET AS NOTED FOR: WV 0, COUNTY CRUMLEY 100 FILE No. OF SPITS. -1 0 fL 1 OF SPITS. -1 0 fL i�B�34o X51 lNgy. to•a < ' Y DIAL TOLL FREE 1-800-227-2600 D AT LEAST TWO DAYS BEFORE YOU DIG UN)ERGROUNO SERVICE ALERT OF SOUTHERN CALIFOR fA NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY 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 SY THE COUNTY. CONSTRUCT 0.25' R.C. OVER 0.33' CLASS 11 AGGREGATE BASE CONSTRUCT 6" A.C. DIKE PER RCTD STD. 212 INSTALL STREET NAME SIGN PER R.C.T.D STD. 816 CONSTRUCT A.G. SWALE PER S.R.C.S.D. STD. 6 CONSTRUCT TERRACE DRAIN PER DETAIL "A" ON SHEET 3 NO. 300 7 INSTALL 1/4 TON RIP -RAP (6' X 10' X 2' DEEP) ffm REVISIONS CONSTRUCT DRIVEWAY APPROACH PER RCTD STD. 206 & 207 AS DIRECTED IN THE FIELD CONSTRUCT DOWN DRAIN PER DETAIL "C" ON SHEET 3 31 CONSTRUCT BROW DITCH PER DETAIL "E" ON SHEET 3 SAW CUT AND REMOVE EXIST. PAVING PER DETAIL ON SHEET 3 CONSTRUCT SPLASH APRON PER DETAIL "D" ON SHEET 3 1 CONSTRUCT CROSS GUTTER PER RCTD STD. 209-A INSTALL STOP SIGN ft�� COUNTY OF RWERSIDE TRANSPORTATION DEPARTMENT I APPROVED BY: Na 45702 Exp. 12/311 08 \r CIV / AIA„ D_ FRENCH DATE � C s -y -o7 Pr-rnuup-mnpn-PRgA,.? ()ATF LINE DATA NO. BEARING DISTANCE L1 N07'04'35"W 24.05' L2 N07°04'35"W 153.89' L3 N25'29I49"E 53.98' L4 N71'26'18"W 92.59' L5 N12'05'09"W 34.58' L6 N71'24'01 "E 49.99' L7 N07'04'35"W 22.86' L8 N07'04'35W 119.99' L9 NB4`13'16"E 38.06' L10 N82'55'25"E 30.00' L11 N07'04'35"W 153.89' L12 N07°04'35"W 33.52' L13 N07 -04'35"W 30.00' CURVE DATA NO. RADIUS DELTA ARC TAN C1 38.00' 132'46'52" 88.06' 86.94' C2 25.00' 90'04'24" 39.30' 25.03' C3 161.00' 5545'26" 156.68' 85.17' C4 139.00' 5545'26" 135.27' 73.53' C5 339.00' 01'22'22" 8,12' 4.06' C6 112.00' 31'11'44" 60.98, 31.27' C7 38.00' 15'58'30" 10.60' 5.33' C8 25.00' 8708'49" 38.03' 23.79' C9 141.00' 23'25' 12" 57.63' 29.23' I C10 3$.00' 17' 13'43" 11.43' 5.76' I C11 112.00' 12'38'23" 24.71' 12.40' C12 361.00' 02'33'34" 16.13' 8.06' C13 25.00' 88'07'49" 38.45' 24.20' C14 159.00' 15744'18" 43.67' 21.98' I C15 112.00' 29'07'53" 56.95' 29.10' C16 38.00' 106'38'00„ 70.72' 51.01' C17 25.00' 90°00'00" 39.27' 25.00' ess CJ CONSULTING T. 6 17837 Brightman Avenue ' Lake Elsinore, Ca. 92530 No. 62697 Tel and Fax 951-678-5776 * bqo- 8i3o/w PREPARED BY: RICHA#D T. MCMAHON R.C.E. No.62697 , OF DATE f F0__6/30/08 BV oi. ? � I Ir.,- A �oRR�oT�oNs �01�.0 CURVE DATA C18 139.00' 55'45'26" 135.27' 73.53' C19 161.00' 55'45'26" 156.68' 85.17' C20 150.00' 2335'42" 61.77' 31.33' C21 150.00' 24'53'19" 65.16' 33.10' C22 350.00' 22'06'00" 135.00' 68.35' C23 150.00' 55'45'26" ' 145.97' 79.35' C24 150.00' I 55°45'26" 145.97' 79.35' BENCHMARK: SEE SHEET 1 HORIZ: 1"=4-O' INDEX OF SHEETS: SHEET Nc.(s) DESCRIPTION 1 TITLE SHEET 2 STREET IMPROVEMENT PLAN & PROFILE SHEETS, 3 DETAILS TRACT MAP 27324 I.P., No. 050241 SHEET No. COUNTY OF RIVERSIDE SCHEDULE "D" 2 STREET IMPROVEMENT PLANS CRUMLEY COURT, DANERI LANE OF 3 sns. FOR: ; W.0. COUNTY O j VERT: I' CRUNILEY 1 100 FILE No. b GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, OWNER OR CONSTRUCT 3" A.C. PAVEMENT OVER 4"—CLASS II AGGREGATE BASE CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY AC/ 301 CY AB TRANSPORTATION DEPARTMENT AND THE SRCSD PERMIT -- - 100 - - EXIST. CONTOUR -SECTION FOR AN ENCROACHMENT PERMIT FOR ALL WORK CUT PERFORMED WITHIN COUNTY RIGHT—OF—WAY, DEDICATED C. Y. AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR 1,144 SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL O3 CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STD. PLAN NO. 212 REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES L.F. FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY 2 BE REQUIRED. Q CONSTRUCT A.C. SWALE PER SRCSD STANDARD (SEE ROAD SECTION ON 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF S F. THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL 250 EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF 07 INSTALL 1\4 TON RIP—RAP PER DETAIL 11 SHEET 3 CONSTRUCTM SCHEDULE AT (LEAST 48 HOURS PRIOR TO CY BEGINNING OF CONSTRUCTION. PHONE: (909) 275-6885. 72 3. THE DEVELOPER SHALL INSTALL STREET NAME SIGNS CONFORMING 0 CONSTRUCT CATCH BASIN SIMILAR TO RIVERSIDE COUNTY STD. PLAN 300 TO SRCSD STANDARDS. TOE 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 1 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT 101NSTALL 18" DIA C.S.P. (14 GAGE) DRIVEWAY CULVERT PER DETAIL AND STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY C. L. = ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 130 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN 11 CONSTRUCT ENDWALL, APRON AND STRAIGHT WINGWALLS PER CALTRANS PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT DIKE LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, 1 GAS, STORM DRAINS. @) INSTALL 112 TON RIP -RAP PER DETAIL 12 SHEET 3 8 CY 6. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206, 207 206 AND 207 AS DIRECTED IN THE FIELD AND/OR AS DIRECTED IN THE FIELD. EA. 7. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL 36 TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE 15 CONSTRUCT BROW DITCH PER SECTION SHEET 3 THE EXACT STREET SECTION REQUIREMENTS USE STANDARD SF N0. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED 136 8. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT CONSTRUCT SPLASH STRUCTURE PER DETAIL 17 SHEET 3 LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE EA ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 120 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION ASPHALTIC EMULSI❑N (FOG SEAL) SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE TONS STATE STANDARD SPECIFICATIONS. 9. PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT. 10. 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 AND TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 11. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THESE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 12. 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. 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE ON EXISTING PERIMETER ROADS 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. 14. 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 (NOI) - WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. 2. 3. STREET IMPROVEMENT TRACT 27324 COUNTY OF RIVERSIDE R PRIVATE ENGINEER'S NOTICE TO CONTRACTORS PLANS 3' THICK ASPHALT CONCRETE BACKFILL AND COMPACT SWALE PER SRCSD STANDARDS TO TOP OF A.C. DWE /w I[ AS SHOWN R/ L66' 30, ( 30. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 1 MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES MAX. CUT -SLOP[' OR STRUCTURES NOT SHOWN ON THESE PLANS. MAX. FILL SLOPE 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 6- A.C. DWE 2$ `,:!X -6117"Y<. -AS SHOWN i -f• r C:g- t'6' E,ei u/ q eAi(^rwE r cN i3`pI�,GE�i t�Y 1 4,' ' c,cumcE r cT 4 11. MIN. 9` 0*y4cl e -y f 006,YF[rMIN_ 1 3' 0.25' A_C. PAVEMENT ,, 1' 2aG MAX. CUT—SLOPE 2% MIN. i ~ 4.. MAX. FILL—SLOPE THE PUBLIC, IS PRO]ECTED. ALL CONTRACTORS AND SUBCONTRACTORS BACKFILL AND COMPACT SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULA- TO TOP OF PAVEMENT TIONS" OF THE U.S DEPARTMENT OF LABOR, AND THE STATE OF CAL- IFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPART- MENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." CONSTRUCTION NOTES / QUANTITIES F.G. = FIN. GRADE CONSTRUCT 3" A.C. PAVEMENT OVER 4"—CLASS II AGGREGATE BASE 'fib TONS AC/ 301 CY AB O2 CONSTRUCT ROADWAY EXCAVATION PER ROAD PLAN AND SECTION -- - 100 - - EXIST. CONTOUR CONTRACTOR SHALL NOTIFY S" -r4 AoSA-_ 4ONPw^~-Y CUT 14,949 C. Y. FILL 1,144 C O3 CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STD. PLAN NO. 212 927 L.F. ®INSTALL STREET NAME SIGN PER S.R.C.S.D. STANDARDS 2 EA. Q CONSTRUCT A.C. SWALE PER SRCSD STANDARD (SEE ROAD SECTION ON SHT.1) 4,320 S F. O CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 3 250 S F. 07 INSTALL 1\4 TON RIP—RAP PER DETAIL 11 SHEET 3 8 CY ® INSTALL 7,4" DIA. R.C.P. STORM DRAIN 2250 D PER SECTION SHEET 3 72 L.F. 0 CONSTRUCT CATCH BASIN SIMILAR TO RIVERSIDE COUNTY STD. PLAN 300 = RIGHT OF WAY TOE W/INLET APRONS PER DETAIL SHEET 3 1 EA. 101NSTALL 18" DIA C.S.P. (14 GAGE) DRIVEWAY CULVERT PER DETAIL AND C. L. = SECTI❑N SHEET 3 130 LF 11 CONSTRUCT ENDWALL, APRON AND STRAIGHT WINGWALLS PER CALTRANS DIKE STD. D86—B 1 EA. @) INSTALL 112 TON RIP -RAP PER DETAIL 12 SHEET 3 8 CY 13 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. PLAN D: UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 206 AND 207 AS DIRECTED IN THE FIELD 4 EA. 1� CONSTRUCT DOWN DRAIN PER SECTION SHEET 3 36 SF 15 CONSTRUCT BROW DITCH PER SECTION SHEET 3 1057 SF 1� SAW CUT AND REMOVE EXIST PAVEM'T 136 SF CONSTRUCT SPLASH STRUCTURE PER DETAIL 17 SHEET 3 1 EA REMOVE EXIST AVACAT❑ TREES 120 EA ASPHALTIC EMULSI❑N (FOG SEAL) 040 TONS DRAWING LIST DWG. NO. TITLE 1 TITLE SHEET 2 CRUMLEY CT. (STA 1+00—STA 7+00) AND DANERI LN. (STA 1+00—STA 2+95) 3 SECTIONS & DETAILS LEGEND NOTIFICATION REQUIREMENTS F.G. = FIN. GRADE TRACK BOUNDARY CONSTRUCTION UNDER RIVERSIDE COUNTY SUBDIMSION AGREEMENT F.S. = FIN. SURFACE -- - 100 - - EXIST. CONTOUR CONTRACTOR SHALL NOTIFY S" -r4 AoSA-_ 4ONPw^~-Y F.L. = FLOWLINE LOT LINES CONSTRUCTION SECTION AT 4T LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION. H.P. = HIGH POINT RIGHT OF WAY CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY FLOOD CONTROL DISTRICT T -C = TOP OF CURB DRAINAGE SWALE AT RIVERSIDE 787-2015 AT LEAST 48 HOURS IN ADVANCE OF STARTING TOP CONSTRUCTION. E.P. - EXISTING PAVEMENT SLOPE: CUT/FILL CONTRACTOR TO NOTIFY THE FOLLOWING AT LEAST 48 HOURS PRIOR R.O.W. = RIGHT OF WAY TOE TO EXCAVATION: STREET CENTERLINE C. L. = CENTERLINE A: SO. CALIF. GAS CO.A.C. DIKE B: SO. CALIF. EDISON CO. VIA UNDERGROUND SERVICE ALERT C.S.P. = CORROGATED STEEL PIPE C: GENERAL TELEPHONE CO. D: UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 ACCEPTANCE OF RESPONSIBILITY Und9r9round Servic* AI*ri Call: TOLL FREE 1 -goo 422-4133 TWO WORKING DAYS BEFORE YOU DIG REVIEWED BY: SANTA ROSA COMMUNITY SERVICES DISTRICT CONTRACTOR 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 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 THE ENGINEER. DISTRICT MANAGER D TE R.C.E. NO. Z" --f9 EXP. DATE *��z The privote mqiwff signing these pions is responrble for assllari V the accuracy and accgptaWy of the design hereon. ;n the event of 6screpences arising after con �o 1 or during construction, the prmoq . engineer shall be responsible for g an acceptobie solution and revising the plam for approval by the county. IXiNl1:eII►IRX:1 REVISIONS RECOMMENDED FOR APPROVAL DATE R. DATE CHECKED BY JK 01UDATE P 10-10-7(0 SEAL COUNTY *TYPICA `,OMPACTED 0.33' CLASS II AGG. BASE MATERIAL CRUMLEY CT. DANERI LN. L CUL-DE-SAC SECTION N.T.S. * STREET SECTIONS ARE IN ACCORDANCE MATH THE SANTA ROSA COMMUNITY SERVICES DISTRICT STANDARDS PER ARTICLE 2, SECTION 201 OF THE DISTRICT ORDINANCE CODE " SIGHT DISTANCE DESIGN SPEED - 25 M.P.H. (R=150' - MIN.) PER AASHTO. SIGHT DISTANCE DESIGN SPEED - 20 M.P.H. PER AASHTO (FOR CUL-DE -SAC AND HORSESHOE). TYPICAL ROAD SECTION N.T.S. ROAD SECTIONS N.T.S. VICINITY MAP P.M. 9/ 17-17 PCL 41 Z LOT 8lio -o 9p 9 -o EXIST 24' C.M.P. 1b LOT 7 LOT 6 0� c9� Imo, ��� �>►v � V100 i i��� iii" lEXIST 24' 1 u �I V inof p tt. � Z }� `i pp p9 q Oo,o L LOT 4 LOT 3 Qao� LOT I INDEX MAP SCALE: 1' = 200' BENCH MARK N 3" ALUMINUM DISK IN CONC- CYLINDER - STAMPED T-71-81 FROM THE INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA ROAD, 4.8 MILES W. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA AND DE LUZ ROADS, 2.2 MILES SW ON DE LUZ ROAD TO THE INTERSECTION OF DE LUZ AND CARANCHO ROAD; 3.0 MILES W ON CARANCHO ROAD TO THE INTERSECTION OF CARANCHO ROAD AND LOS GATOS ROAD; IN THE NE CORNER OF THE INTERSECTION 25' N OF CA CARANCHO ROAD 56' E OF C/L LOS GATOS ROAD, 4.2' NW OF FIRE HYDRANT; FIBERGLASS WITNESS POST 1' N OF MONUMENT IN CONIC. BASE. DATE 1-31-83 ELEV. 1324.305 ""NOTE FOR LOS GATOS ROAD SEE PM 27154 " FOR REQUIRED STREET NOTE: WORK CONTAINED WITHIN THESE IMPROVEMENT PLANS PER PLANS SHALL NOT COMMENCE UNTIL CONDITION #6 OF THE AN ENCROACHMENT PERMIT AND/OR DEPARTMENT OF GRADING PERMIT HAS BEEN ISSUED." N.T.S. TOWNSHIP 8 SOUTH, RANGE 4 WEST, SECTION 21 ac 22 T R A N S P B R T A T I ❑ N . " " NOT COUNTY MAINTAINED ROADS " APPROVE Y _ SHEET N0. DATE is ES3, '�_ -' �'� TRACT 4 JGA's 1Z U OF RI E TRANSPORTATION DEPARTMENT - - - . COUNTY R.C.E. N0. 33 1 Sd EXP. DATE 6 ?f �'_ _ tN�MC #'iEGE SCHEDULE— T m NO 20920 PREPARED UNDER THE SUPERVISION OF: E'i � I _ OF 3 sHTS. (EXPIRES9-30-97). DATE r- ---..:..____.:_.:......�.._.....�._..---.:...__- - _..�_-__ _.. _ .__..'.. STREET IMPROVEMENT PLANS FILE N0. � TITLE SHEET rF c i v �� tea` � `� /`���L c�>� SCALE � NOTED BENCHMARK CA�f PAUL HENRI DURAND DATE SEE ABOVE FOR W.O. R.C.E. NO. 20920 EXP. DATE 9-30-97 4-26-93 908 - 1520 - -T ^- -- - . - -- r - - - - ' - - - - - -- - - - - F 4 - - __ __. _ ._ ,_ ..._ 1520 : - :---- -... _ _ __. ,. _ � -r -' - --- - a i / 3 • i * I *J y Y� �\ �T :'; 7 - F T T U URE CONNECTION TO �- - "90 _..._ : + 1 1 1 OVI ` _ '4+ 4.46' € +€v+.40 r 1 a PROPOSED IMPROVEMENTS ...- _ r 1 - -_. r - - : - - - -- D y - - - - -- - _ EY } 4 .04 1460 1500 • } + Iry + i ♦ PROPOSED IMPROVEMENTS ` i- + } PER P.M. NO 27154 - _ ..� __ F. - -- _... _ . j . • . • . r1500 all +t J (� a r a d a ¢ N JF Jr+ J J t� + l oi _ -1 - - 1500 144 0 + T---{ --_ _. -- 44 i - -- - - --- - _ -- - - -+- - - -- "' - ire 1480 > - svf Ii : VR r de .#. i = i 4 44 44 ...__._ 4 b-� J > 17- Lj 1 - i tj 14801480 r , , :1 20 - F 4 - - • I F. I . = 14W. 013 EIG Y 1412. 48 a i / 3 • i • - _ - - F T T U URE CONNECTION TO �- I •v r 1 a PROPOSED IMPROVEMENTS ...- _ r 1460 r - - - - - -- D y - - - - -- - _ 1460 1500 • Iry + i ♦ PROPOSED IMPROVEMENTS ` i- + } PER P.M. NO 27154 - _ ..� __ F. - -- _... _ . j . • . . +t J (� a r a d a ¢ N JF Jr+ J J t� + l + 1480-- 144 0 + T---{ --_ _. -- 44 i - -- - - --- - _ -- - - -+- - - -- CONSTRUCT 3- A_C_ CONSTRUCTION NOTES 3 AGGREGATE DIKE PAVEMENT PERR RIVERSIDE COUNTY STD. PLANENO S2 2 6 � CONSTRUCT EBiOillr DITCH PER DETAIL SHEET 3 CONSTRUCT 6" A C- �- SAW CUT t REMOVE EXIST A.C. PAVEM'T_ FEATHER OVERLAY 2' MIN. �- INSTALL STREET NAME SIGN PER S.R.C.S.D. STANDARDS 11�•- CONSTRUCT SPLASH STRUCTURE PER DETAIL CONSTRUCT A.C- SWALE PER S.R.C.S.D. STANDARD PER DETAIL SHEET 3 17 SHEET 3. CONSTRUCT TERRACE DRAIN PER DETAIL SHEET 3 INDICATES EXISTING TREE TO REMAIN. 07 INSTALL 1\4 TON RIP -RAP PER DETAIL 12 SHEET 3- INDICATES EXISTING TREE TO BE REMOVED. INSTALL 1�" DIA R..P_ TOAIN 22 D PER SECTION SjiEET 3 9_- IRM DRI CONSTRUCT CATCH -BA SIMILAR TQ` RIWRSIDE COUNTY STpI( PLAN •3QO ! W/INLET APRONS PER TAIL SHCET 3 / ' �4X, r INSTALL 18''G.S-�. (1 GAIGE� DfRIVEWA� CULVERT RER_DET LAND SECTIONSEET •3 �* f 11 CONSTRUCT' ENDWALI AND STRMGHT W01GWALLS PFR CALTR INS STD. D86-8 ; / �-- INSTALL 1"\2 TON RIA -RAP PEM DETA1 12.SHEET 3 t a CONSTRUCT DRIVEWAY AIPPROACH.: PEFRIVERSIDE t' WNTY TD. KA"N 206 A /OR 2137 � 0 00 � CONSTRUCT;.BOW DRAIN PER DETAIji SHEET.'3 J_. % r, / 17 / / i .,. r W 1 a �•' WAl r1i OD Y t ti//hl A.G. SHALE,PL01i N ^ > '.r / R 0 .,: Q };4fl; _ ] . Tf2 C.F.S. : ' f* x a `O ; . + inn + + `c "� _ > Q1`0:r _ 0.68 C,F•S 4 `o``' " / `M1R�S� � VIb0 7 8.23 F.P.S. L ! ' �' 11:0 > > �> > .q o _ .G�,�' STA 21+15.05 EC' R _ - _ _ _ W_I MA -• �' �., -' , JOIN EXIST.+ t 1/2:1 :010. 041 - STA 1+00.00 - I R M Y T. 4 - _ _ - .- S _ 1 S ,aTap4'3 E 6'S V 1 0 0 6.6 P. S. E S _ �► ry �� - - 14'2 42 _ S Q iF 0 0 -,0;69 :C F k S Q) STA 20+80.10 cv - - - - - - 86 �•; 1 LOS GATOS ROAD '� - O R 3 _. i 5 �--;:?4" _ �"+ 50.00' - L �S . � � `�` V 1 O B I� ] 0 54:: F ,8 _ : Q �ti STA 20+47-30 BC l-1/2.1 , • f h- ', v - _ � _-: •�'��. QC+ v...' � - l _ BEGIN A.C. DIKE � �`b W OD_j 44L LL f^ ,i v,Z i .0 T -. I h E N$1I W i! / At r 3 , : \1 I Undorground Sorvieo Alor# Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG REVIEWED BY: SANTA ROSH COMMUNITY SERVICES DISTRICT UIS I KK; I MANAGL - DATE R.C.E. NO. EXP_ DATE o Me Pr:►nte signing these pkm is re*onsli* for ossuring the Qccurary ofd ac=raf the dfes+grl hereon. in the eml of &cre mcwes arismq offer coat aPp!md or during comitructim, the pie shat be responsible for termonxlg an acceptable solution and remiing�plons fbr approval by the county. _ T . A _ X MARK BEARING/ RADIUS LENGTH TANGENT MARK BEARING / RADIUS LENGTH DELTA DELTA 2 92-10-43- 25. 00 25.00, 38.73 25.46' 14.58'04' 112.00' 29.26' Q--= ' 221'44'38' 38.00' 147.07' 16'21'39" 159.00' 45.40' 22.65'qk - 33'04'54' 112.00' 64.67' 4(�-- 29.07'47" 112.00' 56.94' 29.10' 01.23'25' 341.00' 8.28' QS -217.09'32' 38.00' 144.03' �31---- 87.14'39' 25.00' 38.07- 6 24.24'21' 141.00' 60.06' 30.49' 22'05'59' 350.00' 135.00' 77 86' 08'46' 25.00' 37.59' 23.37'-N82`55'25"E - 30.00' 8 --- 02'36'56' 359.00' 16.39' 8.20' � 23'35`42' 150.00' 66.77' RECOMMENDED FOR SM COUNTY APPROVAL REVISIONS DATE PR. DATE CHECKED BY JIB COUNTY DATE 1� .IMIP 10 - ! n - qi0 V TANGENT 14.71' 33.26' 4.14' 23.83 68.35' 33.10' 31.33' c N�. 20920 (E10 WS 9-3O-97) PLAN 1520 r , , PLAN 1520 _ - ....- -T- _ -- -- - vE L NGTH,- 24.00► :1 20 t -----,- ; '- * : + 4 - - ' F. I . = 14W. 013 EIG Y 1412. 48 a i / 3 • I •v R s } r 1 a 1 + } Ir w r D 1500 Iry + i ♦ lt7I # �+ 1� + .+ +. + i- + } +t J (� a r a d a ¢ N JF Jr+ J J t� + + 1480-- a + - - -- _ --. - _ -- - - -+- - - -- 1480 - : VR i = i 1460- ...__._ 460 1 - i - 1440 } -- - _. .-- _ ..�. - - - ��� T � I 440 t 1 j 1420 --- - _ - -- - - . _ - - - 420 (1!f J ` �W• l 1400 - 1400 1380 PRO I 380 HOP 12 : _I . *D - IVEIRT:. :1' - SII-' 1 `---- 1360- --- - -_. L - - - -- - - - - - -- -L--- - - 1360 0 0 0 0 0 0 0 0 CD cu SCALE: 1"-40' 0 40 50 120 160 APPROVED Y CCV OF RNE E ANSPORTATION DEPARTMENT � T R.C.E- NO. 33 9 45o EXP. DATE G Ta�i� PREPARED UNDER THE SUPERVISION OF: DATE SCALE AS NOTED BENCHMARK PAUL HENRI DURAND DATE R.C.E. NO. 20920 EXP. DATE 9-30-97 1 1-5-96 SEE SHEET 1 TRACT 27324 SHEET NO. COUNTY OF RIVERSIDE 2 SCHEDULE D STREET IMPROVEMENT PLANS of : SHTS. CRUMLY CT. (STA 1+00 -STA 7+00) FILE NO. DANERI LN. STA 1+00 -STA 2+95) Ilk FOR 1W.O. 908-Q . 1468 —�--- - ---- ---- ---T-- --.—_._.__.._._._..- E - - -- --1.7 --- 3 ' - -- - - --- - 1468 + -» +*1462.96 1100 YR. H.W. 0%o +ov + I I GD �- 1464 ---- - -- ---- -- - ---- .__ + - - - t - - - --t.._>R.._ _ 1464 ' SWALE I i N FIL. A.C_ E r- - _ 68 L.F._ -18' C-S,P. _ 14 GAGE 1460 1460 --+------- -- --- SWAL� - - - 6 � OL 00 0.671c.f.s. 010 = 0.44 c. f. s. 2.00. V100 = 4.14 If.p.s. 3 . E 1456 -______..____- _-o�--_____-- _-- .-- :. _ �_ ______.._Q-___-__ __ . __ _._.. Qp_ _._._-- - 1456 In N f\ O N 11) n (V CV N M M M DRIVEWAY CULVERT PROFILE SCALES HORIZ• I 20 VERT : 1. = 4, .._.... _P_ .. _ 1456 Icl III n W f\ W CU CUQ W I a- > .:m > r\ CL � roan>0cu Li% In oral C a + + +A+—+A +A F. L. AC z NO or SWALE i W A W 1452 -� ---- -- --- + --� W - -� J F- _._ .__F 2 1452 �1 VI W V1 U W N W E 1448---------_.._. - ---1.0D YAR_H.W _ 1448 ELEV 1446.0 0100 = 0.40 c.f.s. 010 = 0.218 c.f.s. O V100 = 4.22 f.p.s. EXIST. 1444 -- ---- ----- - -- -- f. �i C ... . 1444 181 14 GA. !�\ C.IS.P. !� \ 1440 1440 A SWALE 1436----i 1436 cIII+v n Co Cu n r- h 0 DRIVEWAY CULVERT PROFILE SCALES yHTZ: 1' = 40, z 67.40 L.F. 18' R.C.P. MINGE POINT 2 1 2 1 7" o ALL EDGES TO BEOIL TRIMMED SMOOTH To 6"X6" - W1.4 X Wi.4 W.W.M NOTES: 1- CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2,500 P.S.1 CONCRETE MAY BE PNEUMATICALLY PLACED AND SMALL CONFORM TO SECTION 2621 OF UNIFORM BUILDING CODE. 2- REINFORCING SHALL BE 6"X6" WI -4 X W1.4 WELDED WIRE MESH (W W -M.) OR APPROVED EOUAL 3. GROUND SHALL BE PRE -WETTED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. MOISTURE LOSS RETARDANT SHALL BE USED WHEN REQUIRED BY THE BUILDING OFFICIAL OR ENGINEER. TERRACE DRAIN DETAIL N. T_ S. CUT SLOPE 1455.30 .5 / E.P. 1 4.0' �— 6" A_C_ PAVING I— (TYP) iv I I (�� �T • �� .. - � I III I I I I =1111 2'I R_C_P_ STORM . PIPE INVERT , DRAIN CULVERT 1450.69 I 6" 1 (TYP) 1 \2" PER FT. \\ -- ---A ------- N ' FftS 4 _ Z _ f �$ _ 1464 lJ' dC�S`20 CUT o ., �v o oLJ _j CU a h ac SLOPE a O o rt MY o: b� ^ � CKo C��4 N W—A H o -- - ---- --- W o3 W m / 1456 1456 _ A NOTE_ REINFORCEMENT 100 YEAR S E C TI 0 NIN WALLS &TOP, ; H. W . _ ELEV . 3 M.H_ FRAME & COVER / 145+16 AND STEPS PER / __. H G . L . RIVERSIDE COUNTY / 1448 __--- ----- - ----- - ... -- _ �_ _ - - _ . _ .._ _. 1448 STD. PLAN 300 11.88 kS� C / 2250 D C. P _ \ �R �' �O~�� EXIST GROUND CATCH BASIN SIMILAR TO RIVERSIDE 0 0100 o 0 0 = 3.97 c.f.s. III tik ti ° C) 010 2.60 c.f.s. c RIPRAP PER DETAIL COUNTY S T D• PLAN 3 0 0 V100 = 13.OZ f.p.s. CONST. ENDWALL, 12 SHEET 3 WINGWALLS L SCALE: NONE APRON PER STORM DRAIN PROFILE STB' �SDET. 1 -0" 5-0 3/4" SCALE HORIZ• 1' = 10' 11 SHT 3 VERT : ]' = 8' E DRIVEWAY I PROPOSED ROAD--, 7 11 Underground Service Alert Call: TOLL FREE 1 -Boo 422-4133 TWO WORKING DAYS BEFORE YOU DIG REVIEWED BY: SANTA ROSA COMMUNITY SERVICES DISTRICT The pavo'te s gr my these pkm is responI for ossurM the accuracy and accept - of the design hereon. in the event of dknepenom ar*wq after county approwol or darning constructm' rm , the pdrote en' eer shoAt be responsible for determining an accepI rotation and mvli M the plans for approval by the county. ENGI REVISIONS BY AMC 114 BARS !6' O.C. (MAX.) (TYP.) o c —v c —v 3' 0' 2' 0' - '" MID POINT i BOTTOM I OPTIONAL MINGE POINT 2 1 2 1 7" o ALL EDGES TO BEOIL TRIMMED SMOOTH To 6"X6" - W1.4 X Wi.4 W.W.M NOTES: 1- CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2,500 P.S.1 CONCRETE MAY BE PNEUMATICALLY PLACED AND SMALL CONFORM TO SECTION 2621 OF UNIFORM BUILDING CODE. 2- REINFORCING SHALL BE 6"X6" WI -4 X W1.4 WELDED WIRE MESH (W W -M.) OR APPROVED EOUAL 3. GROUND SHALL BE PRE -WETTED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. MOISTURE LOSS RETARDANT SHALL BE USED WHEN REQUIRED BY THE BUILDING OFFICIAL OR ENGINEER. TERRACE DRAIN DETAIL N. T_ S. CUT SLOPE 1455.30 .5 / E.P. 1 4.0' �— 6" A_C_ PAVING I— (TYP) iv I I (�� �T • �� .. - � I III I I I I =1111 2'I R_C_P_ STORM . PIPE INVERT , DRAIN CULVERT 1450.69 I 6" 1 (TYP) 1 \2" PER FT. \\ -- ---A ------- N ' FftS 4 _ Z _ f �$ _ 1464 lJ' dC�S`20 CUT o ., �v o oLJ _j CU a h ac SLOPE a O o rt MY o: b� ^ � CKo C��4 N W—A H o -- - ---- --- W o3 W m / 1456 1456 _ A NOTE_ REINFORCEMENT 100 YEAR S E C TI 0 NIN WALLS &TOP, ; H. W . _ ELEV . 3 M.H_ FRAME & COVER / 145+16 AND STEPS PER / __. H G . L . RIVERSIDE COUNTY / 1448 __--- ----- - ----- - ... -- _ �_ _ - - _ . _ .._ _. 1448 STD. PLAN 300 11.88 kS� C / 2250 D C. P _ \ �R �' �O~�� EXIST GROUND CATCH BASIN SIMILAR TO RIVERSIDE 0 0100 o 0 0 = 3.97 c.f.s. III tik ti ° C) 010 2.60 c.f.s. c RIPRAP PER DETAIL COUNTY S T D• PLAN 3 0 0 V100 = 13.OZ f.p.s. CONST. ENDWALL, 12 SHEET 3 WINGWALLS L SCALE: NONE APRON PER STORM DRAIN PROFILE STB' �SDET. 1 -0" 5-0 3/4" SCALE HORIZ• 1' = 10' 11 SHT 3 VERT : ]' = 8' E DRIVEWAY I PROPOSED ROAD--, 7 11 Underground Service Alert Call: TOLL FREE 1 -Boo 422-4133 TWO WORKING DAYS BEFORE YOU DIG REVIEWED BY: SANTA ROSA COMMUNITY SERVICES DISTRICT The pavo'te s gr my these pkm is responI for ossurM the accuracy and accept - of the design hereon. in the event of dknepenom ar*wq after county approwol or darning constructm' rm , the pdrote en' eer shoAt be responsible for determining an accepI rotation and mvli M the plans for approval by the county. ENGI REVISIONS BY AMC 114 BARS !6' O.C. (MAX.) (TYP.) o 43 BAR ! TOP, 3'0' 3' 0' 2' 0' - '" MID POINT i BOTTOM T I I 6' SPLASH HALLALL PER PLAN71 H 1+1 +1+ H` 113 WARS ! 30' O. C. L MI�I �W Z I o I o f ❑ EXIST. caoUNo 11 1 . H I tlt z H+ -I +I+ I ^ f 12' SO. CONC . FTG. ---N\ \' PLAN SCALE: NOW — _ 51 0' A.C. SWALE �- f I TREAT MATH MOISTURE LOSS R ETARDANT 6X6 10X10 W.W.F. r �o" IIS DOWN DRAIN DETAIL I Igo � dC 3 � '�^ 1 200 PSI PCC SCALE: NONE 3'0' � I 3' 0' 2' 0' EXIST. GROUND 110, SECTION C — 3 , — --- SPLASH STRUCTURE 3 4•- 4 1\4 T-21I P ,,z CD y SCALE : �ZNONE 1 1/2 TREAT NTH MOISTURE F0 LOSS RETARDANT 6x6/loxlo W.WF BROW DITCH DETAIL z 15 2: SCALE: NONE Wim NOTE: COMPACTED EARTH 313 ENDWALL, APRON AND WINGWALLS _ h o a PER CALTRANS STD. tiahQ • I = D86 -B SEE PROFILE AT LEFT / r L Fi DRA I � 4 F PIPE- T RIPRAP PER 3 SCHEDULE < "Iy BELOW 0 0 CONCRETE 8" GRAVEL BEDDING SILL • ti y PROPOSED DRIVEWAY MAX A.C. COVER OVER SLOPE A.C. SwALE-� NOTES: 18" DIA CMP 1. ALL ASPHALT CONCRETE TO BE 3" MINIMUM THICKNESS OR AS APPROVED BY SRCSD 2. VERIFY DRIVEWAY LOCATION AND CONFIGURATION ON SITE TYPICAL DRIVEWAY CULVERT SECTIONS N.T.S. RECOMMENDED FOR APPROVAL DATE R. DATE CHECKED BY J NTY DATE IfWP SEAL COUNTY AOT� �z u Y °C No. 33950 * EXIaa-� '�,ti ctv►L/ �n FILTER FABRIC / (MIRAFI 70OX OR EQUAL) � I r 114 BARS e 1 B.W. L E.F. n APPROVED BY DATE • !S !� �pFESSi OF RIVE I TRANSPORTATION DEPARTMENT R.C.E. NO- 7575 11 5 � EXP. DATE ` ?f No 2"20 A PREPARED UNDER THE SUPERVISION OF: DATE[ �l '�(I ' (EWWS 9-b-97) . SCALE AS NOTED BENCHMARK CAIS PAUL HENRI DURAND DATE R.C.E. N0. 20920 EXP. DATE 9-30-97 1-5-95 03 BAR ! TOP, MID POINT >� BOTTOM 6' CONC. SPLASH WALL PER PLAN 113 BARS ! 30' O.C. Bw4•�- 12' SO. CONC. FTG. 14 SECTION 3D/2 (3' MIN) (TYP.) PLAN ENDWALL STRUCTURE— RIPRAP DETAIL 11 12 N.T.S. RIP RAP SCHEDULE (3 LOCATIONS) LOCATION V100 ROCK CLASS T LENGTH(L) WIDTH(W) CRUMLEY CT. 10.54 LOS GATOS 8.23 DANERI LN. 13.47 SEE SHEET 1 1/4 TON 2' 10' 6' 1/4 TON 1.4' 10' 6' 1/2 TON 3.4' 10' 6' TRACT 27324 SHEET NO. COUNTY OF RIVERSIDE 3 SCHEDULE D STREET IMPROVEMENT PLANS of 3 SHTS. SECTIONS & DETAILS FILE No. FOR 1W.O.