Loading...
HomeMy WebLinkAboutStreet ImprovementGENERAL NO TES: 1. 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 CON- STRUCTION. INSPECTION (714) 787-2103 2. THE DEVELOPER WILL INSTALL STREET NAMES SIGNS CONFORMING TO COUNTY STANDARD NO. 816. J. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED 1988, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 4. 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 (TRACTS AND PARCEL MAPS ONLY). 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY ROAD DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 6. 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. 7 CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO STANDARD NO. 206 AND/OR NO. 207 AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR, IF NECESSARY, TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT 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. 10. "ASPHALTIC EMULSION" (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE AP- PLIED 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. 11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF 109. 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. CONTRACTOR SHALL TELEPHONE UTILITY ALERT AT 1-800/422-4133 24 HOURS PRIOR TO COMMENCING WORK IN EXISTING STREETS. CHA TEA U MARLBORO UGH ST�) f r f r TD f f r TILAA7 IMPIAOVEiMEN7 PLANS NOTICE TO CONTRACTOR: SAFETY RESPONSIBILITY.- 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, THE COUNTY OF RIVERSIDE AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE COUNTY OF RIVERSIDE OR THE ENGINEER. EXISTING UNDERGROUND STRUCTURES: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 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 MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE, CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. N 0 TE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANNCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTIONA ND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. UNAUTHORIZED CHANGES & USES CA UTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. A STREET CONSTRUCTION NOTES & QUANTITY ESTIMATES, DESCRIPTION QUANT/TY QUANTITY DESCRIPTION TYPE "D-8" CURB ONLY PER CITY OF TEMECULA LF 1281 UNIT NO TE.• 0.45' A.C. OVER 0_90'_ A.B. CLASS __ 2 _ PER COUNTY SIDEWALK PER CITY OF TEMECULA STD. DWG SF OCONST. O OF RIVERSIDE STDS. (BUTTERFIELD STAGE ROAD) WITH FOG SEAL S. F. 54, 300 6346 A.C. OVER 0_65'_ A.B. CLASS _ 2 __ PER COUNTY INSTALL STREET LIGHT 8000 LM. 25' MOUNTING HEIGHT PER CITY EA OCONSTR. 3 _0.21_'_ OF RIVERSIDE STDS. (60' R/W - 40' C.B. TO C.B.) WITH FOG SEAL S.F. 7, 300 O CONST. TYPE "A-6" CURB & GUTTER PER COUNTY OF RIVERSIDE L. F. 630 STD. DWG. NO. 200. 4 TYPE "A-8" CURB & GUTTER PER COUNTY OF RIVERSIDE OCONST. STD. DWG. NO. 201 L. F. 1,154 OCONSTRUCT 10 CURB & GUTTER TRANSITION (TYPE -A-) 8" CURB & L. F. 109 GUTTER TO (TYPE -A-) 6" CURB & GUTTER PER RIVERSIDE CO. STDS. 13 CONST. ACCESS RAMP PER COUNTY OF RIVERSIDE STD. DWG. EA 6 �E�/01/EQ 6/14/ NO. 403. 14 CONST CROSS -GUTTER PER COUNTY OF RIVERSIDE STD. DWG. S. F. 2, 716 HDD D i APPAZOAGN TD i�ff� NOS. 209 & 210. ADD SIDEWALK Tit T 1 N ,v1ED/A , GotrS7". 15 CONSTT, SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 400 & 401 S.F. 4,220 18 ADJUST EXISTING WATER VALVE TO GRADE EA. 2 19 CONST BARRICADE PER COUNTY OF RIVERSIDE STD. DWG. EA 3 NO. 810. 2 p INSTALL STREET TREES PER LANDSCAPE ARCH. PLANS Eq, 21 INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STD. DWG. EA NO. 1000. 22 INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STD. DWG. EA NO. 1001 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE EA. 2 17 STD DWG NO. 816 t��/G nJO. ZG7 BENCH MARK.- COUNTY ARK. COUNTY OF RIVERSIDE B.M. NO. T-29-81 1-1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A 7' CHAINLINK FENCE, 21' X 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (N0.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. ADJ. DATE 9-13-82 ELEV. 1128.4 10 BASIS OF BEARINGS: 7 70 23100 3 GENERAL NOTES. -CITY OF TEMECULA Q 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCAT70N COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. INSPECT70N (714) 694-6411 2 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND THE LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 3 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY OF TEMECULA STANDARDS. 4 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF TEMECULA , PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICAT70N FOR PUBLIC USE. 5. AS DETERMINED BY THE CITY ENGINEER, 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 TR4FFIC INDEX. 6. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TO CORONA & RIVERSIDE 11 HIGHWAY TO SAN DIEGO i PROJECT z SITE VICINITY MAP NOT TO SCALE 62 56 1_ TRACT 23100-3 uu wu ' 51 44 � I III 11 Q� TEN TA TJ V9 C_ 50 j 45 1 TRACT 23100--15 1 60 is 58 m 49 46 I I I � I V V 59 I z I ' 4 47 8 TENrATJVE' I Z TRACT 23103 ----------J I BUTTERFIELD STAGE ROAD L�- ----------------------------------------------- I 1 I SEE SHEET No. 2 SEE SHEET No. 3 STREET CONSTRUCTION NOTES AND QUANTITY ESTIMATES DESCRIPTION UNIT QUANTITY OCONST. 25 TYPE "D-8" CURB ONLY PER CITY OF TEMECULA LF 1281 STD. DWG. NO. 204 NO TE.• OCONSTRUCT SIDEWALK PER CITY OF TEMECULA STD. DWG SF 26 NO. 400 & 401 6346 27 INSTALL STREET LIGHT 8000 LM. 25' MOUNTING HEIGHT PER CITY EA 1 STANDARDS 28 INSTALL STREET LIGHT PER CITY OF TEMECULA STD. DWG. EA NO. 800 4 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTERLINE OF KAISER PARKWAY AS SHOWN ON PARCEL MAP NO. 21884 FILED /N BOOK 144, PAGES 24 THROUGH 33 OF PARCEL MAPS /N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING N01' 40' 00"W. R/W INDEX MAP NOT TO SCALE R/W t TYPICAL SECTION RIVERSIDE COUNTY STANDARD 101 BUTTERFIELD STAGE ROAD T.I.=8.5 R=34 Community 5225 CANYON CREST DRIVE Engineering BLDG. 300, SUITE 360 Services Inc. RIVERSIDE, CA. 92507 (714) 781-0950 BENCH MARK: SEE SHEET 1 10' 20' 6' a. LEVEL LINE o a - 1.7z 60' I 20' I 101 __ 6' 1 rZA 3 1.7z- _ 114*11 FL \ COMPACTED 6 NATIVE MATER/AL TYPICAL STREET SECTION 40' CIC (6" CURB) RIVERSIDE COUNTY STANDARD 104 CHEMI N CL INET T. I. =5.5 R=,34 TRACT NO. 23100-3 COUNTY OF RIVERSIDE OFFSITE STREET IMPROVEMENT PLANS BUTTERFIELD STAGE ROAD CHENMIN CLINET SECTION 28, 29, 32, 33 , T. 7S ,R2W .*saw a _l 0 a SHEET 1 OF 3 SHTS. FILE N0. N 0 f NO TE.• r BUTTERFIELD STAGE ROAD HAS BEEN GRADED TO SUBGRADE UNDER SEPERATE PERMIT. REVISIONS: APPR. DATE APPROVED BY- , !' ' DRAWN BY R. B. C. (' i� DESIGNED BY. B. E. �E�/01/EQ 6/14/ - 5 - 90 REGISTER& CML ENGINEER NO. 1 EXP. SEPT. 30, DA TE. L Zi�,"y.� 21884 1993 REVIEWED BY- B.E. HDD D i APPAZOAGN TD i�ff� ADD SIDEWALK Tit T 1 N ,v1ED/A , GotrS7". APPROVED BY. -,A, c...w-� . - SCAL.E.• , . E,,.t '_FOR: ROAD OMM/SS/ N RIVERSIDE COU DATE.• AS SHOWN Community 5225 CANYON CREST DRIVE Engineering BLDG. 300, SUITE 360 Services Inc. RIVERSIDE, CA. 92507 (714) 781-0950 BENCH MARK: SEE SHEET 1 10' 20' 6' a. LEVEL LINE o a - 1.7z 60' I 20' I 101 __ 6' 1 rZA 3 1.7z- _ 114*11 FL \ COMPACTED 6 NATIVE MATER/AL TYPICAL STREET SECTION 40' CIC (6" CURB) RIVERSIDE COUNTY STANDARD 104 CHEMI N CL INET T. I. =5.5 R=,34 TRACT NO. 23100-3 COUNTY OF RIVERSIDE OFFSITE STREET IMPROVEMENT PLANS BUTTERFIELD STAGE ROAD CHENMIN CLINET SECTION 28, 29, 32, 33 , T. 7S ,R2W .*saw a _l 0 a SHEET 1 OF 3 SHTS. FILE N0. N 0 f 746 747 TfwgC"=IVOgRy 1 4 • 1 R. C. W. D. \ 1 PUMP STATION 1 I � 111 111 or 1 Q I G- I °° V 11 W Q I o• o CERCLE BEA UREGARD M m 23 6 W/`j �v d 1 149 150 151 CONSTRUCTION NOTES: Ol CONST 0.32' A.C. OVER 0.94' A.B. CLASS 2 PER COUNTY OF RIVERSIDE STANDARDS. O7 CONST. TYPE "A-8" CURB & GUTTER PER COUNTY OF RIVERSIDE STD. DWG. NO. 201. 18 ADJUST EXISTING WATER VALVE TO GRADE. 2 CON377 3" A.C. PAVEMENT ON AIA7Il/E PEJZ e- C -UIP. 'eE4abIk?E)VIElVT5. 24 GaV - /b' W/DE CDitlC. D��r/ ,AP/.' De -/ PFJ? 21UFJZSlvc_ CD. STl�.DW� ND ZD 7. �r/�� p CERCLE !�F/�QG� Tr -A I-rA TI1 �P� p r I /, I IVC- LA TOUR _gig �� ��. I h.,,, I I ��. vLJ— O"Ao � OPEN SPACE LOT NO. 19 147+D7 /D FZ0V1Dz=' 26' r-flfz ,Qc LtID D/2/vc. .424 752 753 754 755 CONSTRUCTION NOTES. -CITY OF TEMECULA 25 CONST TYPE "D-8" CURB ONLY PER CITY OF TEMECULA STD. DWG. NO. 204 26 CONSTRUCT SIDEWALK PER CITY OF TEMECULA STD. DWG NO. 400 & 401 27 INSTALL STREET LIGHT 8000 LM. 25' MOUNTING HEIGHT PER UTY STANDARDS 28 INSTALL STREET LIGHT PER CITY OF TEMECULA STD. DWG. NO. 800 0 Z D Do I I ' '�� /% i % n/ e STA. 197+26.69 RANCHO CA. ROAD= 1 1 I A I �� / �. J I EXISTING STORM DRAIN ; � JJ PER TR. 23100-1 J- STA. 145+58.43BUTTERFIELD S. RD.' 3 —_— ---- -----STORM-- - =�_----=DR4/N ��—_- - - PROP. 24" W L N41-39,5 1 "W ------- ---� �`--- ----------- -- ---- ----------------�------------------------------ 18�- ----- - --- 146'b 2 147 148 0 5, 149 150 151 152 5, 153 - 1 A EXISTING EDGE -1 ., PROPOSED EDGE Q 1 18 OF PAVEMENT OF PAVEMENT BUTTERFIELD STAGE ROAD m FUTURE CURB BY OTHERS k FUTURE RIGHT OF WAY -ter W W U — VW�� oQ— ti j O O UC�N� -T-C-A IT -A Tll /r - I L_ I V I !-1 I I V I_ 154 0 i - q 155 0 20 40 80 120 160 a I m"APPROVED SCALE+ 1'=40' BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTERLIAVE OF KAISER PARKWAY AS SHOWN ON PARCEL MAP N0. 21884 FILED /N BOOK 144, PAGES 24 THROUGH 33 OF PARCEL MAPS /N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BE/NG NOV ' 40' 00"W. REVISIONS. APPR. DATE BY- � �'? /- c GISTERED CIVIL E GINEER NO. 21884 EXP. SEPT. 30, 1993 DATE: •'-' ?-c� , L� PREPARED BY. DRAWN BY. R B'C—COmmunify 522 CANYON CREST DRNE DESIGNED BY B.E l� Engineering BLDG. 300, SUITE 360 REVIEWED BY. B. E Services Inc. RIVERSIDE, CA. 92507 (714) 781-0950 ADD D,2►VEWAY AQP D C FD2 .2C flO 35.00' l( $ Q 2 A D s/et K STREET LIGHTS , MED/A1J �kND 9',00' 14.15' 9.Dl" APPROVED BY �- FOR: RO.NIID CO /SS/ONE RIVERSIDE COUNTY _. DA TE. ; /'2�� 61 SCALE: AS SHOWN BENCH MARK: SEE SHEET 7 756 ZL CURVE DATA O R L 61.01' T 41.62' U 99'52'30" 35.00' 0 00004'54" 9',00' 14.15' 9.Dl" r ry 9, Tc HALF MEDIAN ,gyp PAVEMENT 9.8 2% 2% E. P G 8" CURB EXTENSION OF PAVEMENT 4- MEDIAN - MEDIAN DETAIL N.T.S. o - TRACT NO. 23 100 - 3 SHEET COUNTY OF RIVERSIDE 2 OFFSITE STREET IMPROVEMENT PLANS BUTTERFIELD STAGE ROAD OF 3 SHTs CHENMIN CLINET FILE NO. SECTION 28, 29, 32, 33 , T.7S .,R2W 0. 156 757 CONSTRUCTION NOTES. -CITY OF TEMECULA 25 CONST TYPE "D-8" CURB ONLY PER CITY OF TEMECULA STD. DWG. NO. 204 26 CONSTRUCT SIDEWALK PER CITY OF TEMECULA STD. DWG NO. 400 & 401 27 INSTALL STREET LIGHT 8000 LM. 25' MOUNTING HEIGHT PER CITY STANDARDS 28 INSTALL STREET LIGHT PER CITY OF TEMECULA STD. DWG. NO. 800 PAVEMENT 2% —� >y 9, TC HALF MEDIAN g.82 2% EP ---- 8" CURB EXTENSION OF PAVEMENT MEDIAN DETAIL N.T.S. BU77ERFlELD STAGE R0.11 -AID %0� C BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTERLINE OF KAISER PARKWAY AS SHOWN ON PARCEL MAP NO. 21884 FILED IN BOOK 144, PAGES 24 THROUGH 33 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING N/01' 40' 00"W, REVISIONS. �EMovED ADO -SIDE, W2 161 12 13 14 13 CONST. ACCESS RAMP PER CO. OF RIVERSIDE STD. DWG. NOS. 403. 14 'CONST. CROSS -GUTTER PER CO. OF RIVERSIDE STD. DWG. NOS 209 & 210.. 1 CONST. SIDEWALK PER CO. OF RIVERSIDE STD. DWG. NOS. 400 & 401.. 17 INSTALL ST. NAME SIGN PER COUNTY OF RIVERSIDE STD. DWG. NO. 816. 18 ADJUST EXISTING WATER VALVE TO GRADE. 19 CONST. BARRICADE PER COUNTY OF RIVERSIDE STD. DWG. NO. 910 TENTATIVE TRACT 23103 TL I^V/ ri T l v C- v W I�) T III /�T n In /� 30 0 0 + 0p)I I I I I I I N 160+10.62 BCR + 19 12+35.41 CHEMIN CLINET 13 ° ° ° 1 7i) � I- I �x 15 0 758 159 160 CONSTRUCTION NOTES.- OTES.CONST k 02' 10'20" CONST0.32' A.C. OVER 0.94' A.B. CLASS 2 PER COUNTY OF RIVERSIDE STANDARDS. O CONST. 0.21' A.C. OVER 0.52' A.B. CLASS 2 PER COUNTY OF RIVERSIDE STDS. O CONST. TYPE "A-6" CURB & GUTTER PER COUNTY OF RIVERSIDE STD. DWG. NO. 200. O CONST. TYPE "A -E3" CURB & GUTTER PER COUNTY OF RIVERSIDE STD. DWG. NO. 201. 10 CONST. C & G TA?ANS. (TYPE "A-) 8" C & G TO (TYPE "A") 6" C & G TCIn T A/n PFR RIVFR.SInF CHANTY -STn-S 92' 10'35" >y 9, TC HALF MEDIAN g.82 2% EP ---- 8" CURB EXTENSION OF PAVEMENT MEDIAN DETAIL N.T.S. BU77ERFlELD STAGE R0.11 -AID %0� C BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTERLINE OF KAISER PARKWAY AS SHOWN ON PARCEL MAP NO. 21884 FILED IN BOOK 144, PAGES 24 THROUGH 33 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING N/01' 40' 00"W, REVISIONS. �EMovED ADO -SIDE, W2 161 12 13 14 13 CONST. ACCESS RAMP PER CO. OF RIVERSIDE STD. DWG. NOS. 403. 14 'CONST. CROSS -GUTTER PER CO. OF RIVERSIDE STD. DWG. NOS 209 & 210.. 1 CONST. SIDEWALK PER CO. OF RIVERSIDE STD. DWG. NOS. 400 & 401.. 17 INSTALL ST. NAME SIGN PER COUNTY OF RIVERSIDE STD. DWG. NO. 816. 18 ADJUST EXISTING WATER VALVE TO GRADE. 19 CONST. BARRICADE PER COUNTY OF RIVERSIDE STD. DWG. NO. 910 TENTATIVE TRACT 23103 TL I^V/ ri T l v C- v W I�) T III /�T n In /� 30 0 0 + 0p)I I I I I I I N 160+10.62 BCR + 19 12+35.41 CHEMIN CLINET 13 ° ° ° 1 7i) � I- I �x 15 0 TENTATIVE TRACT 23103 N50'30'29"E ro `O 14 ` w 7 159+02.38 ECR I �J \ BEGIN SIDEWALK O R L m i k 02' 10'20" 4800.00' 181.99' m O Tr -A /TA Til /r- 35.00' N — I L-1 V //-I I l VL- 90'30'44" CN - �- 7372 8 121 25.00' TCIn T A/n 23.87' OE 92' 10'35" rr�-I i ivv. _ - FUTURE CURB O0/,3/'-35" 4803. DD' C & GUTTER , o = _ C)��� / 14 w 12+07.53 E.C. 13 ° ° 0 13 -r-r-^ ITA Tll /r- /V /I V I L/L f l F/ .`� v 30' 0' TENTATIVE TRACT 23103 N50'30'29"E ro `O 14 ` w 7 159+02.38 ECR I �J \ 0 20 40 80 120 160 CHEMIN CLINET SCALE+ 1'=40' APP -R. DATE APPROVED BY. DRAWN BY. R. B. C. DESIGNED BY B. E. E c RE FRED CIVIL ENGINEER NO. 21884 r3 �� 0 DATE.L;EXP. SEPT. 30, 1993 REVIEWED BY- B. E. • � Z APPROVED BY- i . � SCALE.• ISSIONE RIVERSIDE COUNTY % AS SHOWN DATE. 75 CURVE DATA BEGIN SIDEWALK O R L T O 02' 10'20" 4800.00' 181.99' m O Tr -A /TA Til /r- 35.00' N A I L-1 V //-I I l VL- 90'30'44" CN 39.49' 25.22' O 87'21 '32" 25.00' TCIn T A/n 23.87' OE 92' 10'35" rr�-I i ivv. <<�ILJ + O0/,3/'-35" 4803. DD' �r 641.06' 0 20 40 80 120 160 CHEMIN CLINET SCALE+ 1'=40' APP -R. DATE APPROVED BY. DRAWN BY. R. B. C. DESIGNED BY B. E. E c RE FRED CIVIL ENGINEER NO. 21884 r3 �� 0 DATE.L;EXP. SEPT. 30, 1993 REVIEWED BY- B. E. • � Z APPROVED BY- i . � SCALE.• ISSIONE RIVERSIDE COUNTY % AS SHOWN DATE. 75 CURVE DATA 0 O R L T O 02' 10'20" 4800.00' 181.99' 91-01' O 89'21'14" 35.00' 54.58' 34.61 ' O 90'30'44" 25.00' 39.49' 25.22' O 87'21 '32" 25.00' 38.12' 23.87' OE 92' 10'35" 25.00' 40.22' 25.97' O0/,3/'-35" 4803. DD' /213- l l ' 641.06' © ' FUTURE 90004154" 9.00' 14.15' 9.0/ BUTTERFIELD STAGE ROAD I 19 0 0 0 _ 160+10.62 END CONSTRUCTION 159+56.50 BUTTERFIELD STAGE RD.= / 15+15.41 CHEMIN CL/NET Lo Q �3os3� 2 15 � W p s2R� 18 w Z m l o � m N � � 7 110' R _W 55' 55' 4J'—_43 I- 1 II � BUTTERFIELD STAGE ROAD SEE LEFT THIS SHEET (community 5225 CANMN CREST DRIVE Engineering BLDG. 300, SUITE 360 Services , Inc. RIVERSIDE, CA. 92507 (714) 781-0950 BENCH MARK.• SEE SHEET 1 TRACT NO. 23100-3 COUNTY OF RIVERSIDE OFFSITE STREET IMPROVEMENT PLANS BUTTERFIELD STAGE ROAD CHENMIN CLINET SECTION 28, 29, 32, 33 , T. 7S , R2 SHEET 3 OF .3 SHTS. FILE NO.