Loading...
909ll_sppIM i 1\1 C '3) 8 , 5j J 1 L E6EA/D. ' ;Q7 _v-REET L/6.yT A/W [i LL sme•'! 00 c-_) STREET IMPROVEMENT INDEX MAP SCALE 1"-100' R/W MIN. 8' 12' 12• ,� 8'_ MI6' 4' '1/�4 F A.C.PAVEMENT /4P . FOI CURB 1.7% i.7 ! CURB BASE COURSE ' i COMPACTED SUBGRA TYPICAL BEET SECTION N.T.S. 'PRe-ZIAIIN,IiPY "R"V.1t UE = 40 rOf N, 4rlV4- .?O/L. T.I.= 5.5, 9 "A. C. / 6 "A.B. CLASS II L s TRACT P r- .r'JMi NJ, 23 851-J1 PLANS 23249A-2 REVISIONS: GENERAL NOTES 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE' MUST INFORM THE COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (714) 787-2031. 2 THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 3 ALL "RK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD DEPT.IMPROVEMENT STANDARDS AND SPECIFICATIONS DATED 1988, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 4 ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE PLACED PRIOR TO PAVING THE STREET SECTION, INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: SEWER, WATER, GAS, ELECTRIC, DRAINAGE. 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 NOTE USE. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR CONSTRUCTON NOTES AM QUANTITIES: 6 CURB DEPRESSIONS AND DRIVEWAY APPROACHES INTEL BE INSTALLED AND CONSTRUCTED AGENCIES 48 HOURS PRIOR TO STARTING CONSTRUCTION OR SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE ACCORDING TO COUNTY STANDARD NO. 207. EXCAVATION 65, 124 Sq. Ft. COMMENCEMENT OF WORK. O CONSTRUCT TYPE "A” CURB 6 GUTTER (6"C.F.) PER COUNTY OF RIVERSIDE CO.ROAD DEPT./CONST.RUCTION SECTION: (714) 787-2031 (714) 787-2032 7 ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL TESTS SHALL BE TAKEN AFTER O CONSTRUCT CURB SIDEWALK PER COUNTY OF RIVERSIDE STD. 20,394 S4.Fi. BENCHMARK ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE EASTERN MUNICIPAL WATER DISTRICT: (714) 925-7676 STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. GENERAL TELEPHONE: 1(800) ELEV. 106.730 2-1/2' BRASS DISK IN CONC. CYLINDER. 422-4133 8 ASPHALTIC EMULSION (FOG -SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN SL'Y SIDE CENTERLINE MURRIETA HOT SPRINGS RD.AND WINCHESTER RD. 91' SO. OF CENTERLINE 6C CONSTRUCT ACCESS RAMP PER COUNTY OF RIVERSIDE STO.NO.403 8 EA. DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED SOUTHERN CALIFORNIA GAS COMPANY: (714) 845-2617 AT A RATE OF 0.05 GALLONS PER SQUARE YARD. ASPHALTIC EMULSION SHALL INSTALL STOP SIGN PER CALTRANS STD.TYPE "R-1" 30"STD. ✓* CONFORM TO SECTIONS 37, 39, AND 94 OF THE STATE .STANDARD SPECIFICATIONS. RANCHO CALIFORNIA WATER DISTRICT: (714) 676-4101 INSTALL STREET LIGHTS IN ACCORDANrE WITHN T PP ^T t 9 INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460.53. SO. CALIFORNIA EDISON (AT PERRIS OFFICE): (714) 657-5154 UNDERGROUND SERVICE ALERT: 1(800) 422-4133 10 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. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE STRUCTURES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY THE SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. 11 STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. NOTICE TO CONTRACTOR A CONSTRUCTON NOTES AM QUANTITIES: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ANO„ 3 6 SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE O CONSTRUCT A . C . OVER A.B. CLASS Il 65, 124 Sq. Ft. COMMENCEMENT OF WORK. O CONSTRUCT TYPE "A” CURB 6 GUTTER (6"C.F.) PER COUNTY OF 3,399 Ft. RIVERSIDE STD.NO.200 O CONSTRUCT CURB SIDEWALK PER COUNTY OF RIVERSIDE STD. 20,394 S4.Fi. BENCHMARK 4C NO. 400 AND 401 CONS'rRUCT 6'CROSSGUTTER PER COUNTY OF RIVERSIDE STD. 3,072 SG. F3. RIVERSIDE COUNTY SURVEYORS T-45-81 NO.209 AND 209A ELEV. 106.730 2-1/2' BRASS DISK IN CONC. CYLINDER. 5C CONSTRUCT DRIVEWAY APPROACH PER R.C.R.D. STD.NU.207 42 EA. SL'Y SIDE CENTERLINE MURRIETA HOT SPRINGS RD.AND WINCHESTER RD. 91' SO. OF CENTERLINE 6C CONSTRUCT ACCESS RAMP PER COUNTY OF RIVERSIDE STO.NO.403 8 EA. MURRIETA HOT SPRINGS RD.112' N. OF WINCHESTER RD. DATE:9-13-82 �7 INSTALL STREET NAME SIGN PER COUN'T'Y OF RIVERSIDE STD.NO.816_ 4 EA. 8C INSTALL STOP SIGN PER CALTRANS STD.TYPE "R-1" 30"STD. ✓* INSTALL STREET TREES PER ORDINANCE NO. 460.53 H 10 INSTALL STREET LIGHTS IN ACCORDANrE WITHN T PP ^T t ROVED k, THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING LIGHTING PLAN. 4 " ���?: '#'1 EA THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE ;, '' EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR''�J DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR �,/' APPROVAL BY THE COUNTY. 0, r +� A. 14 IF ` , ti ✓ eo A. t. 9[ / APPROVED BY: REGISTERED CIVIL ENGI NO.4j6/3 DATE:-4722/� APP By . nF,&IROAD COMMISSIONER DATE �� 9(8 / RI IDE COUNTY, CALIF. HAWKINS. ROBERTSON 9 ASSOCIATES ENGINEERS S SURVEYORS (714) 684-9522 3764 ELIZABETH STREET RIVERSIDE, CA. 92506 SCALE i /p0, BENCH MARK DRAWN BY: S ," SEE ABOVE DESIGNED BY: J. S. CHECKED BY: li? r. SECTION 19 SCHEDULE "A" , ��G rr T!7S R: 2 W COUNTY OF RIVERSIDE TRACT 23?49A-2 STREET IMPROVEMENT PLAN TITLE SHEET 4 OF!_ SHEETS FT'_E NO. 909-L�p u CURVE DATA A Q -36°02'00' F-400.00' L -25!.56 T-130. 10- 0'-36°02'00' --W 02-00- R-420.00' L-264.14' T-136.60' C Q -30° 40'33' R-390.00' L-203.45' T-104.23' 0 Q -90'00'00` R- 25.00' L- 39.27' T- 25.00' E Q -9u'"'° 21'27' R- 25.00' L- 41.61- T- 27.45' F Q -85°!5'43` R- 25.00' L- 37.20' T- 23.01' 6 Q -95'40'26' R- 25.00' L- 41.75' T- 27.61' N Q -04.26'20' R-1000.00` L- 77.47' T- 38.76' I Q -04026'20' R-1020.00' L- 79.02' T- 39.53' J Q -04.26'20' RwA9N0.00' L- 75.92' T- 37.98' 4 vi vowc m&1vf--lc14'11VU WY. IO Y OTApolel' 9x L /N 49 Afl v E 0 40 80 120 160 REVISIONS: X78 51TC 5+ 5+23.53B.C.R. - APPROVED BY: HLU151tHtU i:1V1L tMU1RMH PIU.f--'vi,7 DATE: EXR DATE /B-,3/- 92 - FOR R AO VOMMISSIONER DATE. 7 O LO `^ Q 9 RIVERSI LINTY, CALIF. SISAL /NAS HAWKINS, ROBERTSON 6 ASSOCIATES ENGINEERS 9 SURVEYORS (714) 684-9522 3764 ELIZABETH STREET RIVERSIDE. CA. 92508 SCALE /P=40 DRAIN BY: s,+9 SEE SHEET NO -I DESIGNED BY: T7 15. CHECKED BY: CONSTRUCTION NOTES ! CONSI Ri1c r 3 * A.C. OVER 6 A. 8 . Gd,.1-4.r 2 CONSTRUCT TYPE 'A' CURB B BUTTER (60C.F.) PER COUNTY OF RIVERSIDE STD.NO.200 �3 CONSTRUC! CURB SIDENALK PER COUNTY OF RIVERSIDE STO. NO.400 AND 401 �4 CONSTRUCT 61CROS3GUTTER PER COUNTY .OF RIVERSIDE STD. NO.209 AND 209A (6 CONSTRUCT ACCESS RAID' PER COUPM OF RIVERSIDE STD . NO.403 o,Pi vE COUNTY OF RIVERSIDE TRACT 23249A-2 STREET IMPROVEMENT PLAN .5.4L /N.qS AfI VE 2 OFA SHE FILE N0. 90 9-L L'01'7 1 1 MENDOC�Nr Wy "I -IN -4g OR. SEE SHEET NO.2 SEE SHEET NO.2 "Z IN4,1 APR. a�i�A t 40 80 120 160 CURVE DATA A 0 -95°21'27" R- 25.00' L- 41.61' T=27.45' �8 A-90°00'00" R- 25.00' L- 39.27' T=25.00' OC 0 =!8'54'00" R-720.00' L-237.50' T-119.84' D A -18'54'00" R-700.00' L-230.91' T-116.51' E &-18* 54'00* R-680.00' L-224.31' T-113.18' �F & -12'26'50" R-1020.00' L-221.59' T-111.23' © 0 -12'26'50" R-1000.00' L-217.25' T-109.05' UH ,-03'31'25" R-980.00' L- 60.40' T-30.21 M ENOOC/NO a wx Y REVISIONS: - - v r• .- .... s a v v 1` • V V 1..j 0 V V ' tU o, Z W W U7 APPROVED BY: 7 6 9 38 39 REGISTERED CIVIL ENGINEER NO.43613 DATE: S�22r�a 9 EXP 0.4TE.' /2-3/- y2 Af'PRQ BY: ' ' FOR RU C�.OMISSIONER� RIVER I COW (. CALIF. GATE.__ CONSTRUCTION NOTES Oi CONSTRUCT 3 " A . C . OVER- A.B. 4Qr4✓�'J�.II OCONSTRUCT TYPE ' A' CUF13 6 GUTTER (6' C . F .) PER COUNTY OF RIVERSIDE STD.NO.200 3OCONSTRUCT CURB SIDEWALK PER COMITY OF RI IDE STD. NO.400 AND 401 6 CONSTRUCT ACCESS RAID PER COUNTY OF RIVERSIDE STD.NO.403 9 INSTALL STREET TREES PER ORDINANCE NO.460.53 '- WALE to - 40' v N m � 1 5 4 3m 2 1 Ri N + N A2.30TC 84.32TC F 4 89TC 1.8aF 83.82FL G 84 3 FL "-�-- 8 .30TC 81 . OFL � � i 1 83.8 FL N 1 %4 : 89TC o . a m 41 42 t 17 C1J gxz 1NX5 o ive HAWKINS. ROBERTSON 6 ASSOCIATES ENGINEERS 6 SURVEYORS (714) 684-9522 3764 ELIZABETH STREET RIVERSIDE. CA. 92506 SCALE.' i "� 40 BENCH MARK DRAWN BY: 5.O� SEE SHEET NO. 1 DESIGNED BY: T.S CHECKED BY: COUNTY OF RIVERSIDE TRACT 23249A--2 STREET IMPROVEMENT PLAN 10EIV49aellva W4 Y OF -4-- SHEETS FILE NO. 90 9-LL °"° X