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941pp_spp W 80' (76') R/W QUANT. ESTIMATE GENERAL NOTES 40' 40' ® CONSTRUCT TYPE A-6 CONCRETE CURB & GUTTER PER RIV. COUNTY STD. NO. 200•- - - - - - - - - - -- - - 22,721 L.F. 1. It shall be the responsibility of the developer/owner or contractor to 15'(13') 20' I 5' I 5' I 20' I 15'(13') I apply to the Riverside County Transportation Department, Permit 6'- 6' ® CONSTRUCT SIDEWALK PER RIV. COUNTY STD. N0. 401. ® ® ® ® ® ® ® - ® - - - - - - - ® - - - - - - 78,800 S.F. Section, for an Encroachment Permit for all work performed within public I LANDSCAPE I MEDIAN I right-of-way, dedicated and accepted for public use; and to be responsible SIDEWALK I SIDEWALK .- - - - - - 2:1 3 CONSTRUCT 0.25 HMA PAVING OVER 0.50' AGGREGATE BASE PER TYPICAL SECTION - - - - - - - - 7,210 TON / 7,536 C.Y. for satisfactory compliance for all current environmental regulation during MAX 2. g I 9 MAX O construction activities for this project. Additional studies 2% ! 10' I ® CONSTRUCT CROSS GUTTER PER RIV. COUNTY STD. H0. 209 AND 209A.- - - - - - - - - - - - - - - - - - 11,999 S.F. and/or permits may be required. 2% _ - 2 0 I 2 0�-e ... ..:>. :.:'::. ..... Vii:.. ' X R _,.. ..,. :.::: , ......... 2. The contractor shall be responsible for the clearing of the E . GROUND 5 _ RAMP P R RIV. COUNTY STD. N0. 403. CASE A - - - - - - - - - - - - - . . . y 5 CONSTRUCT SIDEWALK ACCESS E 0 ... :.. .:.. ..:. . ._. � .: .. .. ,. ,.. I _ pro used work area, and relocation costs of all existing utilities. i n a, n P P l at least ,.m 2.1 1 4/3 1 2.1� 1 1 2 MAX 6 CONSTRUCT STREET NAME SIGN PER COUNTY OF RIV. STD. N0. 816. - - - - - - - - - - - - - -- - - - - - 25 EA. Permittee must inform County of the construction schedule MAX �- MPA T EX. GROUND o 48 hours prior to the beginning of construction. I 15; C0 CED SUBGRADE 15 O7 ADJUST EXIST. MANHOLE RIM TO GRADE- - -- - - - - - - - - - - - - - - - - - - - - - - - - - 2 EA Phone: (909) 955-6885 - - - - -- ® ® ® 2 EA. 3. The developer will install street name signs conforming to County • Q8 00 CONSTRUCT UNDER SIDEWALK DRAIN PER RIV. COUNTY STD. NO. 309 -- - - - - - - - - Standard No. 816. TYPICAL SECTION " " T.L=7.0 �� _� „ 183 L.F. 4. All work shall conform to the requirements of the Riverside County 4--•j � CONSTRUCT TYPE D CURB (6 CF) PER RIV. COUNTY STD. N0. 204- - - - - - - - - - - - - - - - - - - - Improvement Stals. and Specifications, Transportation Department, Imp P ( ) HITCHING POST DR. STA 10+57.00 TO 11+41.00 N.T.S. - - - - amendments. PCC TEN EQUALLY SPACED 10 SAWCUT EXISTING PAVEMENT FOR SMOOTH JOIN_ - - - ® ® ® ® ® ® ® - ® -- - - - - - - - - 3,960 L.F. LATEST EDITION, County Ordinance No. 461 and subsequent amend MONTANA DR. CONTACT JOINT DOWELS FOR CONTACT 5. It shall be the responsibility of the developer to notify the engineer STA 10+59.15 TO 11+46.39 11 CONSTRUCT MODIFIED CROSS GUTTER PER RIV. COUNTY STD. 209,209A AND DETAIL ON SHT. 2 - - - ® ® - - ® ® - 4,498 S.F. P Dunt STD. NO. 102 (MODIFIED) SEE SEC. 0 RT. JOINTS to install street centerline monuments as required by Riverside C y PRELIM. PAVING SECTION 0.33' AC OVER 0.50' AB, R=35 12 REMOVE A.C. PAVEMENT- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9,292 S.F. Ordinance No. 461. UPPER 12" OF SUBGRADE COMPACTED TO 95% MODIFIED CROSS GUTTER T T E R R/W R/W 11 13 SAWCUT 1' & OVERLAY Z' EXISTING PAVEMENT PER PAVEMENT JOIN DETAIL ON SHT. 12 _ - - - - ® - ® - ® - - _ 790 L.F. 6. All underground facilities, with laterals, shall be in place 56 " " RAD prior to paving the street including, but not limited to, the N.T.S. 14 CONST. NMA OVERLAY 0.10 MIN. [0.15 (45mm) TYPE"A" HMA (19mm max., medium agg.) 0 WINCHESTER ROAD], following: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 28' 28' OR AS DIRECTED. - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - 44,900 S.F. . 15 CONST. 0.33' HMA OVER 0.50' AB PER TYP. SEC. - ® ® - - - - - - - 2,388 TON/1,734 C.Y. 7. It shall be the responsibility of the contractor or developer to 10 18 18 10 „ „ - - - - - - - - - - - - - - - - install and maintain all construction, regulatory, guide and warning 6 6 CONST. 0.46 TYPE A HMA �19mm max., medium agg.) OVER 0.50' AB PER TYP. SEC. si ns within the project limits and its surroundings and to provide SIDEWALK SIDEWALK 16 AND PER CALTRANS STANDARSPECS, SECS 26&39 - - - - - - - - - - - - - -- - - - - - - - - - 1,671TON/989 C.Y. safe passage for the travelling public and workers until the final 2: 2:1 17 CONSTRUCT BARRICADE PER RIV. CO. STD. 810 - - - - - - - - - - - - - - - - - - - - - - - - - - 86 L.F. completion and acceptance of the project by the County. MAX IvIAX A traffic control plan must be submitted for review and approval prior to 2% 2% 18 PAVEMENT PRIME COAT REQUIRED FOR STREET GRADES >10% - - - - - - - - - - - - - - - - - - - - - - 1,160 S.F. O obtaining an encroachment permit. X. GROUND ,. ... . 20% 207 ..; " n E G OU D _.. . ... _ _.. ..... _. .... .... ... _... ... :.:.:..:.....:. .: . :.. .... .. :. <._... :.. ........ .. 8. All street sections ore tentative. Additional sol' tests.. . ::. . . _ _ ._. ; .... PAVEMENT TYPE L PAVEMENT MARKERS- - - - ® . �. .y _..�_ ... �.. 19 _... .._. _ _ :::..�. . the exact street section r o determine ne o grading <: taken a errug 30 encountered. . _.. ..:... .. � 0 - - - - - - - - - - - - - - - ® ® ® - - - - - - - - _ 755 L.F. requirements. Use Standard No. 401 if expansive. soils are 2: 2 2 2:1 RW TO STA. 10+14.78 R W 0 CONSTRUCT 18 RCP (2000 D). - - - - - MAX 1 -� �'' BASE COURSE 1 MAX X. GROUND VA / - - 11 EA 9. Asphaltic Emulsion (Fog Seal) shall be applied not less than COMPACTED SUBGRADE 3 E G OU D RIES N S CTR. SEC. LINE 21 CONSTRUCT CALTRANS HEADWALL D 89 _ - - - - - - - - - - - - - - ® - - - - - - - - - - - - R/W 82' TO 7.2 ' / fourteen days following placement of the asphalt surfacing. Fog seal and 55' [16.76m] �2.08m-2.227] 30' [9.14m] CONSTRUCT CALTRANS HEADWALL D-89, L-TYPE - - - - - - - - - - - - - - - - - - - - - - - - - - 4 EA. Paint Binder shall be applied at a rate of 0.05 and .003 gallon per TYPICAL SECTION T.I.=6.0 RW TO STA. 10+14.78 q y respectively. P ON® - ® - - ® - - - - 6 EA. scare aid, res ectivel Asphaltic emulsion shall conform to Sections 37, CONSTRUCT CATCH BASIN PER RIV. CO. STD. No. 300 W/STD 311 CASE B GUTTER DEPRESSION 39 and 94 of the State Standard Specifications. N.T.S. 8' *VARIES RUSTLERS RD. BIG RANGE DR. CATTLE DR. ROUND UP ST. constructed ' 12.1 TO 20.7 4 CONSTRUCT CATCH BASIN PER RIV. CO. STD. No. 300 W/STD 311 CASE C GUTTER DEPRESSION - - - - - -- - - - 8 EA 10. Curb depressions and driveway approaches will be installed and RODEO CT. FRANKLIN AVE. BUFFALO RD. CALICO CT. I SHOULDER 3.66m-6.31m I INSTALL TRAFFIC SIGNAL _ - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - 1 EA. according to County Std, No. 206 and/or No. 207, as directed in the field. SHOULDE [ ] CONSTRUCT STREET LIGHT PER COUNTY OF RIV. STD. NO. 1000.- - - - - - - - - - - - - - - - - - - - - 39 EA,SILVER SPUR CT., DURANGO CT., PASO FINA RD., HITCHING POST DR. EXISTING PAVING 11. Street lights shall be installed in accordance with the approved HITCHING POST DR. STA 12+73.85 TO 13+77.00 AND VARIES VARIES INSTALL STREET TREES (PER LANDSCAPE PLANS)- - - - - -- -- - - - - - - - - - - - - - - - - - 390 EA CONSTRUCT DRIVEWAY APPROACH PER RIV. CO. STD. 207. - - - - - - - - - - - - - - - - - - - - - - - 50,600 S.F. street lighting plan. STA10+98.00 TO 15+02.66 12.1' TO 13.3' 11.4' TO 12.5' I ROADWAY EXCAVATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15,500 C.Y. 12. As determined by the Transportation Director, the developer is I [3.69m-4.05m] [3.471-3.81m] I UTILITY TRENCH PER CO. OF RIV. STD. NO. 817. - - - - - - - - - - - - - - - - - - - - - - - - - - 12,640 L.F. responsible as a minimum for road improvements to centerline and STD. N0. 104 (MODIFIED) I PRELIM. PAVING SECTION 0.25 AC OVER 0.50' AB, R=35 ASPHALT EMULSION (FOG SEAL)- - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - 22 TON may be required to reconstruct existing pavement, including base, " - - - - - - - - - - 1,338 L.F. and matching overlay required to meet the structural standards for UPPER 12 OF SUBGRADE COMPACTED TO 95% CONSTRUCT 24 RCP (D-LOAD AS SHOWN) - - - ® - - - - - - - ® - - - - - EX. GROUND 13 CONSTRUCT 30" RCP (D-LOAD AS SHOWN)- - - - - - - - - - - - - - - - - - - - - - - - - - - - 514 L.F. the current assigned' traffic index. VARIES I CONSTRUCT 36" RCP (D-LOAD AS SHOWN)- - - - - - - - - - - - - - - - - -- - - - - - - - - - 1,779 L.F. 13. Install street trees in accordance with ordinance No. 460 and 499 1.00% TO 2,68% X. GROUND - - 153 L.F. *Platanus Acerifolia *Cu anio sis Anacardioides * Podocar us Gracilior I 4:1- --- ---- I CONSTRUCT 42 RCP (D-LOAD AS SHOWN) - - - - -- - - - - - - - - - - - - - - - - - - - - p p P MAX CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC STD. JS227- - - - - - - - - - - - - -- - - - - - - 2 EA. *Liquidambar Styraciflua CONSTRUCT TRANSITION STRUCTURE NO. 3 PER RCFC STD. TS303_ - - - - - - - - - - - - - - - - - - - - - 3 EA. EXIST 60' R/W - VARIES l VARIES 14. Construction projects that disturb more than one acres must 16 16 (1.00% TO 2.68%) (1.04% TO 3.64% CONSTRUCT MANHOLE NO. 1 PER RCFC STD. MH251._ - ® - - - - ® - - - - - - - - - - - - - - - - - 3 EA. EX. GROUND ) CONSTRUCT MANHOLE NO. 2 PER RCFC STD. MH252.- -- - - - - - - - - - - - - - - - - - - - - - - 4 EA. obtain a national pollutant discharge elimination system (NPDES) permit. FUTURE IMP. PROPOSED IMPROVEMENTS - - Owners/developers are required to file a notice of intent (Nal) with COMPACTED SUBGRADE CONSTRUCT MANHOLE N0. 4 PER RCFC STD. MH254` - ® ® ® ® ® ® ® - ® - - - - - - - - - - - - 3 EA. the State Water Rresources Control Board (SWRCB) and prepare a storm R W 4 32' R/W ( CONSTRUCT CHAIN LINK FENCE PER RCFC STD M80L - - - - - - - - - - - - - - - - - - - - - - -- 60 L.F. water pollution prevention plan (SWPF'P) and monitoring plan for the site. SHOULDER 60 CONSTRUCT CONC. APRON/ SPILLWAY- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 480 S.F. CONSTRUCT CONC. COLLAR PER RCFC STD. M803- - - - - - - - - - - - - - - - - - -- - - - - - - 3 EA. Prior to any construction the developer shall provide the county a copy of 3 ' � 30� 10' ' TYPICAL SECTION the N.O.I. with a valid W.D.I.D. number TRAIL 5 CONSTRUCT CONCRETE BLANKET PER DETAIL ON SHT. 2 - - - - - - - - - - - - - -- - - - - - - - - 118 L.F. I I 20' 10' I I 0 - - - - - - - - - - - -- - - 157 C.Y. 15. Only landscaping consisting of grass and parkway trees may be installed ESM'T ( 6 CONSTRUCT TON RIP RAP - - - - - - - - - - -- - - - - - I 12' 6' I ( N.T.S. within parkways on local residential streets without separated landscape 2:1 WINCHESTER ROAD CONSTRUCT CONCRETE DROP INLET PER RCFC STD CB110- - - - - - - - - - - - - - - - - - - - - - - 4 EA. plans. All other types of landscaping in these areas, and all landscaping 1 3' STA 9+63.00 TO 13+05.00 213 on all other streets shall require separate landscape plans. All landscaping - - - ® MAX 1, o CONSTRUCT DRAINAGE INLET PER CALTRANS STD. D-73, TYPE G1 - - - - - - - - - " �� „ „ encroachments shall conform to Riverside County ''Standards Relating to the 51 2.Oq 2% 9 R CALTRANS STD A87A - - - - - - - - - - - - - -- - - - - - 13 L.F. ion of Landscape Encroachments" dated June 1990. 2 Oq, -� _ --„�.,�,_., ..�... PAVING SECTION 0.46 [0.141] TYPE"A" HMA (1911 max., m egg.) Q C Administration p medium CONSTRUCT TYPE E MOUNTABLE DIKE PE C L ..: a " TO 95% F RAE COMPACTED A PPE 1 0.301 0 SUBG D OVER 0.50 0.151 B UPPER 2 _ :,. _ ... ...... - - - - - - - - 1 377 L.F. onl I .. . . : .: :. . .:....:. I30 7A - - - - - - - - - - - - - - - - - - se lens are for information[ � [ � � CONST. TYPE B2 6 CURB PER CALTRANS STD A8 16. Any private drainage facilities shown on the p y 2:1 royal of those private .. .... :: 2 PAD 31 B signing< thes improvement ens, no review or app p ... : . ... ..:. ... ..:.. .. : :. ., _. :: MAX CONST. CURB RAMP PER CALTRANS STD. RSP A88A, CA.- - - - - - - ® - - - - - - -- - - - - - - - 3 EA. Y . _ 9 9 P P X GROUND 53 COMPACTED SUBGRADE - 3 I facilities is implied or intended by the Riverside County Transportation E G OU D 51 CONSTRUCT INTERCEPTOR DITCH PER DETAIL ON SHT. 15- - - - - - - - - - - - - - - - - - - - - - - 2,032 S.F. Department. CLASS B CONCRETE l „ CONSTRUCT A.B.M. DOWN DRAIN PER DETAIL ON SHT. 15- - - - - - - - - - - - -- - - - - -- - - - 18 S.F. 17. The developer shall be responsible for the installation of additional sign and ..� 6 MIN. TYPICAL SECTION - 3 CONSTRUCT TOE DRAIN PER DETAIL ON SHT. 15- - - - - - - - - - - - - - - -- - - - - - - - - - 5,135 S.F. marking not included in the signing stripng plan within the project T.I.-6.0 f. . �.� areas, or on roadways adjacent to the project boundaries, upon the request: 55 SPLASH WALL PER DETAIL ON SHT. 15 - - - - - - N.T.S. CONSTRUCT S L - - - - - - - - - - - - - - - - - - - 15 L.F. of the Director of Transportation or his designee to improve traffic safety GREEN AVE. STA 11+69.13 TO 23+23.35 1 s' INSTALL TRAFFIC REGULATORY SIGNS- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - 24 EA. on the roads under the jurisdiction of the developer. STD. NO. 104 RCP REMOVE EXISTING SIGN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 EA. 6" 6„ RELOCATE EXISTING SIGN_ - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- 2 EA. PRELIM. PAVING SECTION 0.25 AC OVER 0.50 AB, R=35 18. Prime coca is required prior to paving on all grades in excess of ten percent.. UPPER 12" OF SUBGRADE COMPACTED TO 95% MIN. MIN. 19. It shall be the responsibility of the developer or contractor to apply to the DETAIL CALTRANS NOTE: (R/W) I N/S CTR. SEC. LINE California Dept. of Transportation (Caltrans) for an encroachment permit for FROM STETSON R W 5 CONCRETE BLANKET "ALL WORK DONE WITHIN THE STATE RIGHT-OF-WAY SHALL all work performed within the State Right-of Way 67' [20.42m] NORTH 662' [201.78m] VARIES / -�12' TO 20' CONFORM TO THE 2015 STANDARD SPECIFICATIONS 20. Existing storm drain pipes/culvert (whether to be connected to, extended, (R/W� [16.76m] FROM 662 [ETSONm] 3.66m- -.101 1 ,,, 55 NORTH of STETsoN .[ ] , AND STANDARD PLANS, AND THIS PROJECT'S SPECIAL PROVISIONS." adjusted, drained to, or just in the project vicinity) must be repaired, and/ or I r 1 I VARIES 0 TO 8 cleaned to make them functional and acceptable as directed by the R W I EXIST PAVING [2.441] FUTURE trans ortation department. 62' I PROPOSED IMPROVEMENTS le 13.5' ** 11.4' FUTUREIMPROVEMENTSR W STORM DRAIN QUANTITIES FOR R.C.F.C. WORKSHEET QUANT. ESTIMATE RCFC R W [4.11m] [3.47rr>'] I R/W R/W CONSTRUCT 7' x 12' R.C.B. - - - - - - - - - - - - - - - - -- - -177 CY. VARIES LIJ P- [18.901] L 8.91' I 8' SHOULDER 2T TO $.9 ' N/S CTR. SEC. LINE z ` I 11$° 35.971 2.721 . [2.441] CONSTRUCT CONCRETE CHANNEL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -970 CY. 55 [16.761] 2.22m-2.72]] [g,141] U_ t I I [ ] ] CONSTRUCT R.C.B. WING WALLS- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2 EA. * VARIES * VARIES I 59' [17.98m] I I 59' [17. 8m] CONSTRUCT 102'° R.C.P.- - - ® - ® - ® ® ®® ® - - 20.7 TO 30 ( 2' TO 18' - - - - - - - - - - - - - - - - - - - -1714 L.F. w I I 6) 38' [11.58m] 16 6 j 8' [11.581] 5� 16' I CONSTRUCT JUNCTION STRUCTURE NO. 1 PER RCFC STD. JS227.- - - - - - - - - - - - - - - - - - - - -1 EA. 8' [6.31m-9.141] I [3 661-5.491] 8' Q I I [1.821] 1.83 ( EXI 30' R/W [L52m] [4.881] I CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC STD. JS227- - - - - - - - - - - - - - - - - - - - -1 EA. [2.441] EXISTINGI PAVING [2.44m] S EX. GROUND I I ( [9.141] CONSTRUCT TRANSITION STRUCTURE NO. 4 PER RCFC STD. TS303.- - - - - - - - - - - - - - - - - - - - -1 EA. SHOULDER I I SHOULDER >- _> L. MAX A.0 OVERLAYCONSTRUCT MANHOLE NO. 2 PER RCFC STD. MH251._ - - - - - - - - - - - - - - - - - - - - - - - _3 EA. IVARIESVARIESZ 4:11.5 I I 14 CONSTRUCT DEBRIS POSTS - - - - - 12.1' TO 13.3' 11.4' TO 12.5 CONSTRUCT HDWALL ENDWALL C T D86A - - - - - - - - - - - -- - - - - -- - - - - - - - - -2 EA. Z MAX - / ( ) [3.691-4.051] 1[3.47m 14 O O I -- - - C I T D9 - - - - - - - - - - - - - - - - - T - - - - - - - - - -2 EA. U 0 _ - - I CONSTRUCT HDWALL/ENDWALL (C 0) 1620 CY PAINTEDLai CONSTRUCT 1/4 TON RIP-RAP _ - ® ® ® ® ® - ® ® ® - - - - - - - - ® - - - - - - - - - - - _ ( X. GROUND J EX. GROUND I EXIST GRADE 16 ( MEDIAN I I 16 I CONSTRUCT GROUTED 1/4 TON RIP-RAP- - - - - - - - - - - - - - - - - - - - - - - - EX. GROUND - - - - _180 CY. I IA.C. OVERL Y 14 � COMPACTED SUBGRADE V) °'� d CONSTRUCT GRADE TO DRAIN TO DAYLIGHT- - - - - - - - - - -- - - - - - - - - - - - - - - - -1000 Cy. I TYPICAL SECTION T.I.-9.0 20 - 20% 20% 2O U U - CONSTRUCT ACCESS ROAD- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -292 CY. 4:1 .:..::. 20 4:1 w - TYP TYP :. . .....::.:. : .. J WINCHESTER ROAD N.T.S. CONSTRUCT FENCING - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -5800 L.F. I ' . n CONSTRUCT PCC GUTTER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -810 S.F. STA 20+55.30 [3+04.80m] TO 33+23.47 [5+86.74m] � CONSTRUCT PCC DRAINAGE APRON _ - - - ® ® ® - - GROUND-) ,::.......: . Li STD. N0. 101 Modified - - - - - - - - - - - - - - - - - - - - - -225 S.F. EX. GROUND 16 16 EX. GROUND " " CONSTRUCT CUT OFF WALL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -1230 S.F. COMPACTED SUBGRADE COMPACTED SUBGRADE w PAVING SECTION 0.46 [0.14m] TYPE A HMA (19mm max., medium agg.) (`+ ('�r(� (� z OVER 0.50' [0.15m] AB, R=35 [10.67m] UPPER 12" [0.30m] TYPICAL SECTION IBJ N ca OF SUBGRADE COMPACTED TO 95% , n as CALTRANS 16 - 6 - NIC - 0489 w w * VARIES 12.T TO 14.4' * 30'0 STA. 16+72.00 TO 19+51.98 N.T.S. PAVING SECTION fl.46 [0.141] TYPE"A" HMA U WINCHESTER ROAD hi ** VARIES 10.9' TO 12.0' CALTRANS 18' RT. @ STA. 16+53.05 TO STA. 19+63.85 STA 13+05.00 TO 20+55.30 HMA (1911 max., medium egg.) OVER 0.50' [0.151] AB, UPPER 12" [0.301] OF U5 -� L R S SUB R DE CO P CTED TO 9 o- NOTE: APPROVAL BY THE COUNTY TRANSPORTATION DEPARTMENT APPROVED BY: ui '5 Q T7 D DATE PERMIT NQ. 08-16-6-MC-0489 IS FOR WORK WITHIN THE COUNTY ROAD RIGHT OF WAY ONLY. U U 9/19/17 SF ADDED REVISED CALTRANS TYPICAL lhM /®-4-01 SEAL-ENGINEER NOTE: BENCHMARK: TR 3fJ351 I.P. No. 03070 SHEET NO. o Vi WORK CONTAINED WITHIN THESE PLANS SECTIONS. RpFESS/ SHALL NOT COMMENCE UNTIL AN oe e . F ` P Q M A S TRACT 30351 2A ODIAL Two WORKING ENCROACHMENT PERMIT AND/OR A �� ,a1500 lava Avenue, Suite 210 U GRADING PERMIT HAS BEEN ISSUED. COUNTY OF RIVERSIDE p U BEFORE DAYS BEFORE No. 42110 Z Riverside, CA 92507 SEE SHEET 1 SCHEDULE A j YOU DIG YOU DIG o (951) 78 :-,. 421 Fax (951) 682-3379 STREET IMPROVEMENT PLANS p p The Firote adalect these plaits is r for * 03/31/2018 * TITLE SHEET - 2 OF SHTS TOLL FREE 811 the a acy and y of the deer Freon. In Ile event of dwe{> s s� �`� U cL y a after caanly ioval a during cansUuction, the givale adiect hli�( BY fM1E PATE qT C 1 V 1\- ¢ - 4„ 5/2/2017 A FOR: W.O. COUNTY w n Z A PUBLIC SERVICE BY RENSI IS F OF \�� SCALE: OSBORNE DEV. CORP ties-oo FILE N0. Q q UNDERGROUND SERVICE ALERT slid be r fa deterwing an aaceplWlde lrrm aal revag the ins for EI EER CITY CA PRERA�RED BY: R . C . E . NO . 42110 DATE AS SHOWN 941 P oval b the coarl. i : _.1:5 _:.:LT :- w �X C L AC �A�M T. o ° �g � a 1520 C L . . .. 152 . �: .LOP G reM O 4+00 5+00 s+oo 7+00 8+00 9+00 to+oo N iwW N w .......... _ ;, EX. R W _ w v ... ....... E, : ..... - CALTRAN , + _. ._ .. 4 � � 6 ,. N is ` � � _ 1� ��8$-12 1 X20 — — �.�,. a— — — — — — — — — O ..-..... .. .......................... : .. .... .`.....1.. N............-----. ........ ................. ........ ......... .... .. .... .-. ....... ......... ..-.... N<f30 04 3? � _ ^._ N S CTR. SEC. LINE _ __ _ W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - Z `0 � .W _ ._ .. _ EX. R/W WINCH SS T AD a o to% o CONSTRUCTION V) �► m S UCTION NOTES w �j 13 SAWCUT 1' & OVERLAY 2' EXISTING PAVEMENT PER PAVEMENT JOIN DETAIL ON SHT. 12 Q16 CONST. 0.46' TYPE "A" HMA 19mm max., medium agg.) OVER 0.50' AB PER TYP. SEC. w AND PER CALTRANS STANDARD SPECS, SECS 26&39 w Z 0 z CALTRANS # 08 - 16 - 6 - MC - 0489 W w —� 40 20 0 40 80 120 w p NOTE: APPROVAL BY THE COUNTY TRANSPORTATION DEPARTMENT APPROVED BY: CALTRANS o U O IS FOR WORK WITHIN THE COUNTY ROAD RIGHT OF WAY ONLY. DATE SCALE 1"= 40' PERMIT NO. 08-16-6-MC-0489 0 O NOTE: 9/19/17 SF ADDED CALTRANS SIGNATURE, REMOVED j%F4 1 —i -49 SEAL—ENGINEER BENCHMARK: SHEET N0. z �- WORK CONTAINED WITHIN THESE PLANS TYPICAL SECTION.< U TR TR , 035/ l.P. No. 030/70 D < SHALL NOT COMMENCE UNTIL AN �o B . F� '` P O A S TRACT 30351 02 OA DIAL ENCROACHMENT PERMIT AND/ORA �- Two WORKING F 'U COUNTY OF RIVERSIDE BEFORE G� DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. � �, � 1500 Iowa Avenue, Suite 210 ��t` — 0 i SEE SHEET 1 j YOU DIG YOU DIG �� No. 42110 z m Riverside, CA 92507 0 4 n Are hole I ardited they Is r- site f � I 03/31/2018 (951) 78Z--7A421 Fox (951) 682-3379 SCHEDULE A TOLL FREE 811 the ya arxepl it of ll 1 . h e f of ces * * - CHESTERSTREET IMPROVEMENT PLANS OF3 HTs` �, ® r s Q WINROAD (STA.7+38.00 TO STA 10+00.00) w p_ A PUBLIC SERVICE BY a nfla cfyop}xoad a dad caelnfion, ftaire archilecl MARK (iY DATE PPR. DATE ��T. C 1 V `\- � 5/2/2017 FOR: W.0. COUNTY fY Q Q UNDERGROUND SERVICE ALERT be r- V determearg as occoa�e s*m ffA remg the plats for REN19ONS � OF L\F® SCALE: oW b k cowl. EN ER COUNTY CA PI E.RARED BY: R . C . E . NO . 421 10 DATE: AS si-fowN OSBORNE DEV. CORP 1189-00FILE No. 941 P P .......... .......... ................... ............. ............ ............ .................... ........... .................................. ........... .................... ............ .......... ......... ................. ............ .. .................. ................... ........... ....... ........... ............ ......... ....................... .......... ........... .................. .................................................. ..................... E i ............. c\? ........ ........... ........... ....................... ............. EX. !TOP 1OF CURB E .................................................. . ............................... .......... c- .............. ......... ............. ........... .............. .... .......................... ...... ................. .......... ........... r4 ............. ........... ............. + ..................... To . .................. ...................................... ........... ................... ............ ........... ........................... Lo .......... 30.48m .....................I .............. ............... ........... ...... .............. ............ ....... ............ .................... ................ ........... VC JA 29+50 'OR cst r4 S ...... 99i.1 6m] 0 . ............. LEV (1 5'W7 [50.46m] PVI E 6c& W�(M ......... E .......... C> to PVI STA 25+50 i cc� 66 'M Ti rr E C> + *.go I - -0 [8.6-18 6 U : 154 C-4 E E i 34,34 Po 3Q.48m] P V1 ELEV, (15' r++ �CD E -! $3�A c! Ja C U -4 6c:5 00! VC Lo ++ W) ro r 8 R.B IN m CUZ EX. ++ U-) g( rn �f 1.001, Vc 22.96mj_ U + P5 EX. TOP OF t + + f3048m.1 L ++ Pvl; TA 27f 00 E E_ (8' 38,' LT. 77, F.S. C C.F.).j...g, yc .............. P M STA r PVI V: (1532.05) E_ ELE C..) PVl: STA =J24-25 :� .71 11,3- 0 /T PROP: F S M, (7+77 24ml� E 12 1 .58 : 30,�48m] [:,l 5-8 m rE m OEO ..........------------- 1 LEV (1152 9 3), POR.; 100' VC 8m E in- caloll- Cq' -00 V + ............ -3 E I STA_=�2+00 GO co ++ 1.4 C41 15411 �0-2 E �2 m :STA N+0C C,4 (.30.48 PVI + U') U�)F [,6+7: c) 80j Z 10.56 t'7+3 1 52[fil cl� EA E ?V 1528 + 1 154%1 �l ELEV.. _7 3)l T va +;4- W; V1 STA 29+50 P E + P�, �R [84991�1 6m] 1 1 E E_ E + ELE Ir 77! (8) :1 OV ".0 U_j U' rF E E 4,3166 PVI SIA 26 ')U E + c> EX E.P.. LT. 0C F24 + 1 [8+68,68 m. r �E E 30.48m PV11 ELEV .......... .......... j C'4 + Ab J-+ U) mn 100, VC; LO 10.7 _0 PVI; STA 27�00 + 'COO Ui ll� OrL I 8-1�22. 96M m 60. [3 .48m PVI 'ELEV 532.28 V _c. E 2 VC :E PRrorp 'E L+0 L od. __Vc =-E E2- TA GRAD + 'L_=-'.L32- - - PA; t 2,T 36 48 PV! STA =i 25+50�00 PRO PVI STA 24+00 Go E m S, @ E ') P F ,.r L L L L 'L''L L��L L L[I+r rn IN� r Ln 77.24 tn 7+r C ...... .......... POR. /L S. 100' VC PVI ELEV 1 1 52&98 PVI ELEV: 1545.27 -4 GM0 po VI El,&V :7 q'49'438 P; CN M,LE, 4 PVJ STA=22 M 00 C;) U E +00 > E '6�+7"O�56m :14 ELEV=15211.42 ........... C,� + Y S. iE �E rj(D - E q EXIST. m EX. GROUND T. E + jrLLLL++_C:)_-�W_ 7 r g j + + /L� S iD C Lo TrL. 7 + WS=40.3 LOL'66, + U00) + �607c 0 1,8% A M AU FAVM :1. U_ TO. ........... tXy -5 DRAULIC DATA H DRAIN: 0 M ........................ .1% MIN. c U_ + CD + 01 GO 07 C FS, E c to _,a ..................... 7'r 7.rr-rr'r .......... 2 7 --PS F �2 j j + LO 10.46m] EXG", ROLUNDL. C 62i941 L.F. 19" RCP .......... ........................ K�, (201100 D) ko ........... PROfUE-SCALE J." LINE. j"'L 4LIO"'L j10 RI Z' ............. 1 0, H 4 V 1"=4' 1 VW 1 4 22 2340 24�00 25+00 26+00 27+00 29+00 30+00 31+00 32+00 33�00 34+00 >0 M Uj C14 U J EX. SWR PIPE TO BE CN Mg = PLETION U.J C) C) Uj W U�p M OJECT SEWER _T: IP030170 E V)�6-V) +ck� SEE S.D. SHT. 1 0 ro X Q:: -4-�: EX. SWR MANHOLES TO BE Uj 7 + CN(n R M >< p E _1 9 W CS. PO co X 5 lw- C> M. a:� CN b + ............... 461 = = ............... ....... .............. 00 CD ............ __j zi .......... < Uj a, .. ... ... .......... ........ ........... .... ...... TR. BOUNDARY .. ......... .......... LO ............ U*j r .................... ...................... Co M �l E 32�3 + .......... Lo E 285 0 3� Ci . E 106 7 E ........... FG....................... ........ ........R FG _L_ 33.4 34.5 16 �37 C= U I+ .......... F __�9 37 4 CN Lcj M ........... I. -.11.1 1 F .......... .......... ....................... FG FG 10 Uj CV ................. .......... FG M ........................ .......... 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LiT ................. z U) C.) ........... .......... ................ -T----- 7. ........... E ............................... E- P F OPI, P _T - -- - - - - - - - - - - - - - - Ll ry - - - - - - - - 67 : - - ;:O� .................... CALTRANS F/5 < C14 GRADE TO E X T 2_0 f 4EE-A-T--1 LINE Lli DRAIN @ 0.5% 71 LO n PROTECT EX R/W cDI Uj LAJ < < + CL + r- z V) LLJ Ln cn LU Uj >_ Uj CONSTRUCTION NOTES Uj :44Z I— C-D CAUTION-11 rr E z C) c, _j $1 uj E CONSTRUCT SIDEWALK PER RIV. COUNTY STD. NO. 401. z Uj EX. 4 q. V) M �3>< Uj 23 GAS E (n 0 Uj 0 a- Uj C3 M ;_j C14 PROTE (D ADJUST EXIST. MANHOLE RIM TO GRADE _3 i3 + V) + CD < V) 6 & �g SAWCUT EXISTING PAVEMENT FOR SMOOTH JOIN U.1 cl. Lj W 3 �-:C>L I N FEET) + _j CURVE DATA( U t3 >< CO M M _j U :Z Uj PO cn U-1 Uj Uj Uj C14 REMOVE A.C. PAVEMENT Cl Uj < DELTA RADIUS LENGTH TANGENT LL_ Uj C) E=: C> z 04 U + +Z5 cm + 0 cr_ 10 r__ W SAWCUT 1' & OVERLAY 2' EXISTING PAVEMENT PER PAVEMENT JOIN DETAIL ON SHT. 12 +,=5' rn 0 A.C. REMOVE & Ljj N89*07'30"E 17.03' Uj CL U.J cl- Uj M c,4 C14 M roLuo 10 Uj REPLACE a_ FL Y 0.15' MIN. (45mm) 0 WINCHESTER ROAD, OR AS DIRECTED 0- [5.1 9m] OR AS DIRECTED. < CONST. 046' TYPE "A" HMA (19mm max., medium agg.) OVER 0.50' AS PER TYP. SEC. A.C. OVERLAY L.L] 69*00'00" 22.5 27.10 15.46 AND PER CALTRANS STANDARD SPECS, SECS 26&39 Uj I— z CONSTRUCT 18" RCP (2000 D). 5 3� [6.86m] [8.26m] [4.7 1 rn] WINCHESTER R-NOAD CONSTRUCT CALTRANS HEADWALL D-89 AC PAVEMENT z dix �2) N20*07'30"E 18.81' Lj N1 CONSTRUCT % TON RIP RAP. CALTRANS # 08 16 6 MC 0489 1 1 1 N I I [5.73m] t CALTRAM < CONSTRUCT DRAINAGE INLET PER CALTRANS STD. D-73, TYPE Gl U� 1 40 20 0 40 80 120 W a_ NOTE' APPROVAL BY THE COUNTY TRANSPORTATION DEPARTMENT IS APPROVED BY: CALTRANS ll ] ME 0 FOR W* ORK WITHIN THE COUNTY ROAD RIGHT OF WAY ONLY. DATE EEEEEEEEEI 1 1 =4 > 0 SCALE 1 40' PERMIT NO. 08-16-6-MC-0489 0 U NOTE: 9/19/17 SF THIS SHEET SUPERSEDES SHEET 22 A M 1*-6 -17 0 BENCHMARK: SHEET N�0. 0 e 11 IV~ WIHIN THESE PLANS ORIGINALLY APPROVED 6/21/06. FESS/0, TR JOJ5 1 1.P. No. 030170 c Uj SHALL NOT COMMENCE UNTIL AN TRACT 30351 6'2 2A n 0 < MIT AND/OR A elf\ P S 0 M A S DIAL TWO WORKING �,;p COUNTY OF RIVERSIDE BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. 0 �_, 1500 Iowa Avenue, Suite 210 Lij < U V) No. 42110 0 Riverside, CA 92507 z Im - 7 C:' C�' ai-, kn C M I jCC-44 U + 04;� > YOU DIG YOU DIG Uj M 0 0 h KWe lorikope ordilect thm on rq=O for owo 03/31/2018 (951) 78.2;-,fi421 Fax (951) 682-3379 STREET IMPROVEMENT PLANS :2 TOLL FREE 811 b amocy ond a0bility of the de*liffem. h k ml 0 fweWes ....... WIN ROAD (STA. 22+00.00 TO STA 33+50.00) OF32SH TS Ld n z A PUBLIC SERVICE BY or*ofla c*y cIprod or"aftfim, the Rivote b*W wdkt MAW DATE N". [)ATE C/ 5/2/2017 FOR: W�0. 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No. 030170 7 NOTE. 9/19/17 SF THIS SHEET SUPERSEDES SHEET 26 h /® SHEET N0. >_ © __Q E WORK CONTAINED WITHIN THESE PLANS ORIGINALLY APPROVED 6/21/06. FESS/ ®eR B • o � P Q M A ' TRACT 30351 26A z w SHALL NOT COMMENCE UNTIL AN �� R, F COUNTY OF RIVERSIDE ;acv F� 1500 Iowa Avenue, Suite 210 SCHEDULE A o Q U DIAL ENCROACHMENT PERMIT AND/ORA - �- No. 42110 o a Riverside CA 92507 U �- TWO WORKING GRADING PERMIT HAS BEEN ISSUED. U BEFORE DAYS BEFORE ca vi Z m > W * * 951)i 782. 421 Fax 951 682-3379 WINCHESTER ROAD X-SECTION YOU DIG YOU DtG U.1 03/31/2018 C ) STREET IMPROVEMENT PLAN 9N lfie ante I adnlect These s Is r fa assalr OF�25HTS TOLL FREE 811 the a�crrry aid osceptah#ly of trio trereon h the event ofre�anc�s `P�,y C 1 V 1�- a`� 5/2/2017 FOR: W.O. COUNTY U 0- ® A PUBLIC SERVICE BY a after c ty c oral a ung r�Isfracfion, the Iwirale orcMect M K BY DATE Ai . DATE TIr Ep@L SCALE: OSBORNE DEv. 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L \ 1 53 2 1 53 2 Q 1536 1536 15.40 :__ _ _ - : 1.54.0.:: 1..540........ .. _ _ _ _ _ 1.54.0.: m -60 -40 -20 0 20 40 -60 -40 -20 0 20 40 -60 -40 -20 0 20 40 -60 -40 -20 0 20 40 -60 -40 -20 0 20 40 Q(oUf>DC1z7-:1i_�D)1 lIIlIII 1\,1\lsNt1' W L) STA 28+76 STA 29+76 rRD- U2W �'' Qj STA 30+51 STA 31 +54 STA 32+55 Q W = W z CALTRANS08 - 16 - 6 - MC - 0489 ° F Q CAL.TRr41 f= 20 �n w 2 NOTE: APPROVAL BY THE COUNTY TRANSPORTATION DEPARTMENT APPROVED BY: CALTRANS O a IS FOR WORK WITHIN THE COUNTY ROAD RIGHT OF WAY ONLY. DATE PERMIT N0. 08-16-6-MC-0489 MOTE: 9/19/17 SF THIS SHEET SUPERSEDES SHEET 27 pU% 16-( _q? SEAL-ENGINEER BENCHMARK: TR 30351 / p /�/ SHEET N0. z C WORK CONTAINED WITHIN THESE PLANS ORIGINALLY APPROVED 6/21/06. OFESS� Q. 030170 _ QR SHALL NOT COMMENCE UNTIL AN ® B p P 0MA IS TRACT 30351 27A DIAL ENCROACHMENT PERMIT AND/ORA ti�-4 R'FFy COUNTY OF Rl1/ RSIflE Q '' Trvo WORKING GRADING PERMIT HAS BEEN ISSUED, �,�c�, , v 1500 Iowa Avenue, Suite 210 BEFORE ��." DAYS BEFORE („ No. 42110 m Riverside, CA 92507 SCHEDULE A j YOU DIG YOU DIG o "' (951) 782.- 421 Fax (951) 682-3379 �:l -, j 0 TOLL FREE 811 h�� I ardritect si*Me plans�r fa asp 03/31/2018 U ® y acept ty of the desk Bean. In the event of irepcies s * STREET IMPROVEMENT PLANS 0'F SH TS WINCHESTER ROAD X-SECTION A PUBLIC SERVICE BY after coalty approvel or biag mdraction, the gn�e architect N"� DATE T . , -.; 5/2/2017 FOR: W.O. COUNTY W n z Imo( 8Y DATE Aq C I V 1� �'�4 Q �t UNDERGROUND SERVICE ALERT exon or determirarg on acceffloWe slatiim ad revl�ig the pians far RENS F OF CAL\F® SCALE: p ord b the caari. ENtER COUNTY P 'AED BY: R , C . E . NO . 421 10 DATE: AS SHOWN OSBORNE DEV, CORP 1189-004 FILE N0. 9 4 1 r P GENERAL NOTES 1. ALL SIGNING, STRIPING, AND PAVEMENT MARKERS MUST BE INSTALLED CONSTRUCTION N0TES PER THE LATEST CALTRANS STANDARD SPECIFICATIONS PLANS A10A THROUGH A24E. MANUAL ON UNIFORM TRAFFIC CONTROL ❑1 INSTALL 4" WHITE EDGE LINE PER CALTRANS STD PLAN A20B DETAIL 27B. DEVICES (MUTCD) 2014, LATEST MUTCD REVISIONS. W ❑2 INSTALL 8" WHITE SOLID CHANN'ELIZING LINE PER CALTRANS STD PLAN A20D 2. ALL STRIPING MUST BE INSTALLED USING WATER BORNE PAINT 345', 13:1 TAPER f172 3 '� DETAIL 38. (UNLESS OTHERWISE SPECIFIED) PER THE LATEST CALTRANS STANDARD El INSTALL 4" TWO-WAY LEFT TURN YELLOW LINE PER CALTRANS STD SPECIFICATIONS. ALL PAVEMENT MARKER (LEGENDS) AND X-WALK m a_ XR/W + w m PLAN A208 DETAIL 32. MUST BE THERMOPLASTIC (EXCLUDING SPEED LEGENDS). THE a _T' W INSTALL 4" DOUBLE YELLOW NO PASSING LINE PER CALTRANS STRIPING MUST BE INSTALLED USING ROAD LINER TYPE STRIPING RIVERSIDE COUNTY FLOOD CONTROL DISTRICT- - - - - - -- -- - - - - - - - - - - - STD PLAN A20A DETAIL 22. TRUCK USING AIRLESS EQUIPMENT. ALL SIGNING AND STRIPING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - MUST BE COMPLETED BEFORE THE ROADWAY IS OPEN TO TRAFFIC N a5 INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STD PLANA24A, I- - - - - - - CALTRANS o±345 AND NEW PAVEMENT MUST BE SECOND COATED AT LEAST 7 DAYS 8 PROP EOP C/D I W . AFTER FIRST COAT UNLESS OTHERWISE APPROVED BY THE ENGINEER. I 1 TYPE IV (L) ARROW. I VAR p INSTALL THERMOPLASTIC 12" PAVEMENT MARKING CROSSWALK PER CALTRANS 3. ALL STRIPING SHALL BE DONE IN 2 COATS. ADDITIONAL - - - - - - - - - - - - - J `" co 0 STD PLAN A24F. - 9 PRELIMINARY COATS DURING THE COURSE OF CONSTRUCTION12 0 7 INSTALL NEW SIGN AS SHOWN. SHALL BE DONE AT THE REQUEST OF THE ENGINEER. N N ...... 10 _ 12 14 VAR 15 - 1 + ... mm 9- Cc 12' 04 8 INSTALL 4" DOUBLE-DOUBLE YELLOW LINE PER CALTRANS STD PLAN A208 4. ALL STENCILS USED FOR INSTALLING PAVEMENT MARKINGS MUST o C,' DETAIL 29. CONFORM TO THE LATEST CALTRANS STENCILING STANDARD A24A I 00 VAR r, E- THROUGH A24E. 1 C0 5. ANY EXISTING STRIPING OR PAVEMENT MARKINGS WHICH CONFLICT CALTRANS — — — — 'NTH THIS APPROVED SIGNING AND STRIPING PLAN MUST BE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � LEGEND REMOVED BY WET SANDBLASTING. NO BLOCKOUT STRIPING WILL N WINCHESTER RD. PROP EOP w O BE ALLOWED UNLESS APPROVED BY THE ENGINEER. EXISTING +► m r o Z x EXISTING PROPOSED SIGN WHICH CONFLICT WITH PROPOSED SIGNS SHALL BE REMOVED EX. R/W O w 0 m ® H ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE 4 N p w� E_ COUNTY YARD AS DIRECTED BY THE COUNTY INSPECTOR IN THE JOB SITE. z + p m 0 � J , TYPE IV CL or R) PAVEMENT ARROW= 0' rwpmJr 6. ALL STOP SIGNS ON ARTERIALS MUST BE 36 INCHES, 48 INCHES N SIGN (EXISTLNG TO REMAIN UNLESS AT ALL DUAL STOP SIGN INSTALLATIONS AT MEDIAN LOCATIONS. � NOTED) ALL OTHER REGULATORY SIGNS AND WARNING SIGNS MUST BE �d z SEE COUNTY STANDARD CALTRANS SIZE. ALL STOP SIGNS, WARNING SIGNS n C!) v~i SHEET 4/4 - TRAFFIC STRIPE OR MARKING AND STREET NAME SIGNS MUST BE A MINIMUM OF CLOSED 0) m w ENCAPSULATED (HIGH INTENSITY) GRADE RETRO REFLECTIVESTETSON AVE. AS PAVEMENT LEGEND SHEETING. ALL OTHER TRAFFIC SIGNS MUST BE A MINIMUM OF N TED-_.-- _ ENGINEER GRADE RETRO REFLECTING SHEETING. W3-3 7 I 387.40 900.44' 0 w w 36+23.29 BCR' I I ±100' d C 0 w � r z 7. ALL SIGNS SHALL BE STANDARD SIZE AND INSTALLED ON 4"X4" WOOD d w � w �- z 4 o J z '= o < X o POSTS WITH ANCHOR BLOCKS PER CALTRANS STD PLAN RS2 UNLESS o _ -, + m � w ® ,- I 36+21.31 ECR + o N _ + � D J OTHERWISE NOTED ON THE PLAN. ® = r 7' ( o 0 w c� w w N �' w � CN o f- >w.- � ow + Uj a� � J w D � Jz � 20+55.30 EC BCR m �- z oz 3: LL_ - - 8. THE CONTRACTOR INSTALLS SIGNS AND PAINTED LANE LINES. INSTALLATION c� r ® ® � z o ( 17 I o+ o �' BEG EDGE J w Q ~ w w p co w �J. N o w SOLID WHITE + w = EX. R W w OF SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED / m , w °' w z R=483' r 0 5 U / m ±695' W PLAN WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER OR APPLICANT. 04 ±172 EX. R/W R=240 1 ,,�„ / m ¢ 1 L=108' ® RIVERSIDE COUNTY FLOOD CONTROL DISTRICT THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY E COUNTY FLOOD CONTROL DISTRICT LL-7 - - - - - - - - - - - - - - - - - - - - �°' ±150 - THE CONTRACTOR. w _ _._ __ _ _ ...._ ... _ _ - __ _. . - - - - - - CALTRANS +24 Z _ _ ._-. O - ±247' PROP EOP N EXIST C&G _........ _._ O 1 C) - 1 4 +36 ' _. .. _ l rw N » m m._ w»».,_m r___. _ _...... __ ... .._..,.m,.r ..», m PQ ................................................................::. ....................................................................................................................... 9 RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY _... ................................_................. .. ....................... THE CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON - +41 +39 THE SIGNING AND STRIPING PLAN. INSTALLATION SHALL BE COMPLETE W ---- ---- - - GW _ 6 +51 aoo - 100 OPENING N WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED PAVEMENT W +68 , _ _.. ...... W Ccp N ....._....... .... .... --.._..__ _ ._.__-__- ....... ___ MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH EXPRESSWAY OR ....__ .. . __ -_ _ +5,6-_ — — --; ' 121 +54 0 23 24 25 ", 2 "ARTERIAL" CLASSIFICATIONS ONLY. ® �' 17 18 19 12 0 21 22 _ o ® - - - 6 +53 — cy C7 p 100' OPENING +68 �, .... _ ._.._ 10. THE LOCATION OF CROSSWALKS WITHIN THE COUNTY OF RIVERSIDE RIGHT-OF-WAY SHOWN HERON ARE LOCATED AS A RESULT OF ADA RAMP PLACEMENT +82__.1 +�9_ +41. PER THE DIRECTION OF CALTRANS. o 1 5 ±150' .......... A-r,.............. - o CQ <C CALTRANS - - - - - - - - - - - - - - - - - - - — - - - — >o - - - - - - - - - - - - - - - - - PROP EOP CALTRANS - - - - - - - - - - - Q ESTER RD. , 1 - - - �- - - - - R=440' - - - X250' - - WINCHESTER RD. Cf) PROP EOP r INC H C' R=470' S z m I 12' 1 wc� 4 1 / - v � +36 L=85 �, EX. R/W CALTRANS NOTE: W �j z ® J EX. R/W L=100 J J �_ I 42 w ,,� w z ® � `ow 0 ow �n � = I 48 -� d � W "ALL WORK DONE WITHIN THE STATE RIGHT-OF-WAY SHALL d 'w) z v n a cn z Uj oo ® v 11 11 _ m �s w m , ,4 r- o z m w z �— w I '�' "' I o �_ + — '—' CONFORM TO THE CALTRANS 2015 STANDARD SPECIFICATIONS AND U- -� + Q - + = z o / ., ® � �Uj pp 22 W m + ® � I ' --HM Opo Cw9 � N �i _I Opo STANDARD PLANS, AND THIS PROJECTS SPECIAL PROVISIONS. w J m �' �= z w ® I (n �' + w w Uj® � + �, J ±100 + Nm >- + � � Nw >w- E � + I mo co 7 W3-3 SEE COUNTY SHEET 4/4 STETSON AVE. I ww M < X o w -j z N ~ W ® O w ® _ ��TR. BOUNDARY EXR/W ±695' 3 z J w EX. R/W '-' --- w RIVERSIDE COUNTY FLOOD CONTROL DISTRICT - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m - - - - - - - - - - - - - - - - - - - - - - - - - \ . - -� - - - - 1 CALTRANS... - -.__ - EXIST C&G .................. _. ... ._.__ ._...I O »_um.».._w » Y»» ....,._......w...........»..............�. w.. ..._._...,. r_, _00E3 EX EOP (1) ® w N. 12' _ ... ..........._...... ................ .......... ......... Q ...... ................................... ........ W ;� 27 28 29 30 31 VAR 33 I- O — — — — — — ._._ .. - _.... _. Q F-- O w 12' N -- 0 a1 /11 z .............. p - EX EOP 'oc� +92 CQ 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -CALTRANS - - - - - - - - - - - - - - U PROP EOP EX. R/W l WINCHESTER RD. w ±350' 8 w w + 0 0- ¢ c' N{�TE. ® m °' w QW z COUNTY SIGNATURE I ONLY FOR W m 1-- 350', 13:1 TAPER <t za- WORK WITHIN COUNTY OF RIVERSIDE JURISDICTION. Or n- N Z -t z X Lij W _ rn w w W CALTRANS ## 08 - 16 - - MC - 0489 c Ld Q 40 20 0 40 80 120 X a- NOTE: APPROVAL BY THE COUNTY TRANSPORTATION DEPARTMENT APPROVED BY: 1 CALTRANS Q T7O IS FOR WORK WITHIN THE COUNTY ROAD RIGHT OF WAY ONLY. DATE SCALE 1 — 40 PERMIT NO. 08-16-6—MC-0489 ® U NOTE: 9/19/17 SF THIS SHEET SUPERSEDES COUNTY SHEET 4. /4oj 1 -`®r`1 SEAL-ENGINEER BENCHMARK: TR 30351 I.P. No. 030170 SHEET NO. C/i o WORK CONTAINED WITHIN THESE PLANS APPROVED 6/26/0 FOR WORK WITHIN THE STATE �� TRACT 30351,,_, SHALL NOT COMMENCE UNTIL AN RIGHT OF WAY. �o W . F , P 0 M A S 28 ENCROACHMENT PERMIT AND OR A � a� '�` ® <t — DIAL Suite 210 COUNTY OF RIVERSIDE U I— TWO WORKING GRADING PERMIT NAS BEEN ISSUED. �,� o � 1500 Iowa Avenue, SCHEDULE A Q BEFORE .� DAYS BEFORE w No. 42110 z m Riverside, SEE SHEET No. 1 < YOU DIG YOU DIG CA 92507 03/31/2018 _ (951) 782-„421 Fax (951) 682-3379 SIGNING AND STRIPING PLAN 0 0 the private landscape architect signing these plans is responsible for assuring yt yt WINCHESTER ROAD STA.10+00.00 TO STA 33+50.00 OF SWTS ry TOLL FREE 811 the accuracy and acceptability of the design hereon. In the event of discrepancies W.0. COUNTY 5 2 2017 FOR: U A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MIR( BY DATE APPR. DATE 9T C I V O� ""` / SCALE: W a_ Z shall be responsible for determining an acceptable solution and rev the plans for REN9aiS F OF CAL\F OSBORNE DEV. CORP 1189-004 FILE NO. 941 P P Q <t UNDERGROUND SERVICE ALERT approval by the count. g g p EMIR COUNTY PfEPARED BY: R.C.E. N0.42110 DATE: AS SHOWN POSE 14D EQUIPMENT SCM.EDULE ' STANDARDS YEH. SICK.. MTG. PED. SIC. P.P.B.* POLE Lam. L.E.D. NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY CONDUCTOR SCI�EGULE ` LRETRO REFLECTIVE STREET COMMENTS SIZE "M RIM MW `; SIGNAL UMIN. NAME SIGN (RSNS) AiWGOR SIZE POLE OR CIRCUIT ' +' '�' z�' �' 3• �• z-�I• TYPE HEIGHT M.A. M.A. MAST ARM POLE MTG. 0 QUAD E B C Luminare 67 , CAS TYPE 17-3-100 309 15 12 MAS SV-1-TSP-1-T 6 3 -1 5 2 Winchester Rd --- — — I PHASE D �dAGI4I POLE - A OB 1 sA 10' - - - TV-2-T SP-1 T 8 4 - 04.5' - - _ 3 i J_® OC 26-4-100 30' 40' 15' 2-MAS SV- SP_ 8 4 1' - 13' 20OW Stetson Ave F=15' 4' PAVED y�1 2 3 4 12 C - ® - - 1 1 1 - �- - 1 1 Y SHOULDER '� 0 I 1-A TV-2-T SP- 2 1 - 1 9 s 10' _ 1 ----- ----- OE 17-3-100 30' 15' 12' MAS SV-1-T SP-1-T 2 3 3' 9' 20OW Winchester Rd - - o x -.-------► ` . I O 1-A 10' - - - TV-2-T SP-1-T 4 2 - 3' 8' - - - I F OF �_-- ---- ; 3 G I t , -- _ - - - - - Stetson Ave F=15 ° k 05 06 07 -T ; 08 C 26-4-100 30 45 15 2-MAS SW 1 T SP 1 T 4 2 1 17 200 O 1-A 10' - - - TV-2-T SP-1-T 6 3 - 2' 6' - - 2"C: 1-DLC x TOTAL 1 2 3 5 1 2 3 $ I 1 2 3 4 5 1 2 3 8 ALL EQUIPMENT IS NEW. 1® ,! I 10 LUMINAIRES 2 2 2 2 2 2 2 2 - f ® EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. j 8 SIS. C 1 1 1 1 1 1 1 1 1 T N4 SYSTEM OR APPROVED EQUAL. 2 C. 1 DLC 01 m2 2 2 2 2 2 - - - 2 PEDESTRIAN PUSH BUTTONS SHALL BE ACCESSIBLE PEDESTRIANSIGNAL (APS) POLKA EZ COMMUNICATOR NAVIGATOR 1®#$ 1 , W4K J 36 DLC (TYPE B) 04 1 1 j 05 1 1 1 1 1 I LEGEND 2 2 j k i - - - �r ------- _. aION �6 CURIB/BIERM FLOW LINE 1 PROPOSED VIDEO DETECTION ZONE OR N OF I 7 TOTAL 3 3 4 7 - 1 1 8 4 r 4 2 17' 17' (SIZE AS NOTED) EYP CABLE - 1 1 2 2 1 1 2 4 • VIDEO DETECTION CABLE POWER - 1 1 2 2 1 1 � 4 _... VIDEO - 1 1 2 2 1 1 2 4 2"C: 1-DLC 17' 17' U) SH CDUIT FILL PERCENTAGE 7112125' 19 26 31 15 231, 211261 v ! Gs 3 1®#8 \ CBNTTiACTOR UTTONS ARELOCATED PEDESTRIAN 5-FEEf NOTE: ALL CONDUCTORS AND CONDUIT SHALL NEW UNLESS OTHERWISE SHOWN g OF " I QU�RAVE ®STRWtNL 7 O STA. 20+26 CROSSWALK PRIOR TO POLE PLACEMENT. B.C.R.--- - I - - -------- - -- PUSH LOCATION � •° "C" (TOP VIEW) FOR "A" AND "B• DME NS, SEE POLE SCHEDULE STA. 19+70® 6 ;; 9 3 8 R/W AS SHOWN ON TRACT 30351 _r OR AS DIRECTED fff MB 410/60—fib (TYPICI . POLE PLACEMENT, UNLESS SHOWN ON S) 7 R/W AS SHOWN ON TI ►CT 30351 2"C: 1® DLC R W AS SHOWN ON PARCEL NO. 7197 MB 410/60-66 R/W As SHOWN ON PARCEL MAS' NO. 7197 / , 1 1 2"C: 1®DLC 2"C: 1-DLC SIGNAL STANDARD PLACEMENT DNE S 055 PM13 23 5 S TO BE MAINTAINED BY CALTRANS 1_#8 PMB 23/56 A D E UIPMENT LOCATIONS / sTA. 19+42® � 1— N. Q -- L �8 _ — — --- — RIVERSIDE COUNTY FLOOD CONTROL DISTRICT __--EX—R/W — — — — - — — Ex. -R/ ---- — — EX.--R/ EVP Ods 4: B STA. 20+56 2"C: 1® 8 C/ TRAIIS —Ex.�.W R/W----- RIVERSIDE COUNTY FLOOD CONTROL DISTRICT O 6 CALTRANS ,off I?.- ...--- -- - 06 4 ; , o -- ------- ---- - -- -- r 05, _ ...... - - - - _......... ... - 172' TO v 345 TO BILK M :d. - ® s "< p X-pJC e� -WALK -H � 06 4 _ _ -- --- -- - , . ...... ..... ------------ -r. { J L, t i ( r �r Ar; 4 EVP 06+01 i < � �- Nry:.. r 5 R73-3 N LL1 mi �1 5 J R73-3 5 w -i--- — ' R r-7711117— 7' P 02+0 � � 54 . C14 'N tV 01) c4 � r 0 6 r -.___'- ._._.--- _- ---- ----- ._..... __- _._ -'--- j - -----�..__�- .. ..._--- !.... .. 345 TO BACK ' 172 TO BttCK .� {. (. _ ..•, -- . ..- .._._ — . . . . —._ l ... ._... _.. OF X-WALK---- _................ ... .. ..... . ......... _....... �_.... ......._._. -..� __ ..... - .... ... ...... ....... . .._..... _. I� 6 6 5 R3!-4 2"C: 3-DLC-;"r -DLC �? 1-I CALTRANS - - -; - /W - - - - - - Ex-R/W ----CALTRA s _ _ - s W - _ - EX, /W -- - - - - - - - --- - -EX- -/W- - - "C: 1-DLC STA. 19+56® 4 C STA. 20+59 r2 2 C: 1-DLC O ROAD WINCHESTER 1-#8 1148 CONST UCTION DOTES (THIS SMEET). 1 r 11 INSTALL WIRELESS COMMUNICATION SYSTEM AT 2"C: 2-DLC 1 FURNISH AND INSTALL TWO TYPE 2070E CONTROLLERS AND ONE TYPE 332 THE EXISTING SIGNALIZED INTERSECTION OF �151 "' ® STA. 19+79 I I ? - - -- - -- - - - --- SR-74 WINCHESTER ROAD (SR-79) 1- CABINET, INCLUDING VIDEO DETECTION CAMERAaS, I Q STA. 20+34 S O (AN'PROXIIw�4TELY 3,500 FEET) WIRELESS COMMUNICATION. THE TOR FURNISH LOOP S IN ORDER TO OPERATE THE - TRAFFIC S I G �. GENERAL I�OT E S. INSTALL EQUIPMENT PER CALTRANS ST EVP � 4 v � 2 C. 1 DLC _..---- urr INTERSECTION AS SHOWN ON THIS PLAN. FINISH INSTALL STATE GPS AND 1-#8 _ t< 1. ALL WORK MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE ANTENNA. WIRELESS MODEM BE 4G LTE AND COMPATIBLE WITH VERIZON ---- ...... -- _----. -_ _ .. . . .._ ... .------- -._...... ..-... ---_ ............ �r Li / STATE SOFCALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST VERSION OF THE WIRELESS NETWORK. RELOCATE TO STA. 31+OO 12 c z STANDARD PLATS AND STANDARD SPECIFICATIONS, THE SPECK PROVISIONS FOR ® FURNISH AND INSTAL TYPE III CF SERVICE WITH 120V/240V SERVICE. SIGNS THIS PROJECT. S SHOWN ON THESE PLANS ARE CORRECT ACCURATE TO THE EXTENT OF SIAL BE METERED WITH A 50A BREAKER FOR S. SAFETY LIGHTING SHALL I t o 2. UTILITIE BE METERED WITH A BREAKER. 12 1'2 Li cn AV RECORDSA KNOW THE CONTRACTOR, HOWEVER, IS RE TO 2 RELOCATED FROM STA. 31+85 I- AId THE EXACT LOCATi OF F TO WO1ZI( ® INSTALL NEW 3" CONDUIT WITH PULLROPE TO EDISON SERVICE POINT IN NEW e� r ^�C HOLE. p � � THAT MAY SUCH F INTERFERE WITH TIS - i 'y�; , �2 C: 1-DLC _ . (�QTE• AND NOTFY ALL GTT MODEL 138 14 ' --- - _...... - 3, THE OR OBTAIN A .t. NEC 4 FURNISH AND INSTALL GTT 01TIC1 DETECTOR MODEL 721 AND i z A MINIUM OF 48 TO START OF CONSTRUCTION. IT ® D PLAN ES-4E. 11 11' COMP DETECTOR PER CA�.T SST I COUNTY SIGNATURE IS ONLY FOR Q -: I Y BE THE RESPONSIBILITY OF THE CONTRACTOR TO TE ALL " " j ; Y F RIVERSIDE E- LED 36 X36 ON SIGNAL MAST ARM PER w WORK WITHI=N COUNT O wINVOLVED. 5 FURNISH AND INSTALL SIGN AS ( ) to CONSTRUCTION WITH THE VARIOUS UTILITY COMP TELEPHONE SERVICE ❑ ': 3 SENA TURNON. CALTRAN+NS ST PLAN ES-7N, DETAIL U. ® , cn SHALL BE READY BEFORE THE �-- JURISDICTION.' F INSTALL 5T PULL BOX, IC OWING. �- 4. THE THE EXACT LOCATION OF ALL PULLBOXES, CONDUITS, ;; , , < �+ c '• �+ - Z z DETECTOR LOOPS, �D POLES IN THE FIELD. "r ❑6 FURNISH AND INSTALL 6 PULL BOX. € J � 5. ALL PULLBOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED ON THE PLAN. ! N - TYP ' Q 0 6. ALL COMM BE 2-RHES UNLESS NOTED O FURNISH AND INSTALL #6E PULL BOX. ! fi ' __zz 1- W 7. LIGHTING C ENTER THE 7 INSTALL 2"C: 2(#6) FOR SERVICE, 1(#8) BARE D. Q 8. INSTALL 1-#8 C IN CONDUIT CONT POWER CONDUCTORS, DLC, I.C., F- m OR TELE 8 INSTALL 2'C: 2 10) FOR LIGHTING, 1(#8) ND. 2"C: 1-DLC - .. ..........., f� .......... .. SCALE: 1 " = 2O' ❑ (# — ..... .. ...... ......... . .__ _ 5T - � Q 9. ALL LOOP DETECTORS SHALL BE D UNLESS OTHERWISE NOTED ON PLAN. ► 1 U WITH Y - - — .._.. .. ...... ... --- ..... ....... .. ----.... ---- --- - OTHERWISE9 FURNISH AIND INSTAL ITERtS VANTAGE VECTOR VIDEO DETECTION CAMERA, 10. ALL CONDUCTORS SHALL BE NEW UNLESS NOTED O1V PIJ�V. ❑ W J TATION PELT SECTION F tai, SURGE PROTECTION PANEL ASSEMBLIES REMOTE ACCESS MODULE t1 11. ENCROACHMENT PERMIT FROM COUNTY ® 3 10 0 10 20 30 �- WORKS WITH COUNTY JURISDICTION TO BE INCLUDED. (PER CA LTRANS SPECIFICTIONS) ON L , MAST ARM AS INDICATED PER CAd.TRAd�NS STANDARD PLAN ES-7 • _ " PULL BOX AND 4" STUB-OUTS FOR FUTURE ASL WORKS WITHIN CALTRAdNS JURISDICTION SHALL BE REVIEWED AND APPROVED BY CAL.TR 4S. 1 FURNISH AND INSTALL 4 CONDUIT, #6d` S INTERCONNECT. � � ' E t - - - MC - 4489 SERVICE ADDRESS:------------------------------------....................... _.. _ ........ ... ..--. ..-.._..._ w w 11 FURNISH AND INSTALL BROADBAND HIGH SPEED WIRELESS (300 Mbps) COMMUNICATION CALTFRAN`7 O8 1 w SYSTEM INCLUDING RACK D POWER STRIP, ANTENNA, AND ETHERNET SWITCHES NOTE: APPROVAL BY THE COUNTY TRANSPORTATION DEPARTMENT 22 CALTRANS C� IS FOR WORK WITHIN THE COUNTY ROAD RIGHT OF WAY ONLY. WITHIN THIS NET AS WELL AS THE EXISTING SI CAIINET AT SR-74 AND I I o Z J WINCHESTER ROAD (SR-79). LrJ 2 RELOCATE EXISTING COUNT STATION PEDESTAL TO LOCATION AS SHOWN. CONTRACOTR TO APPROVED BY: -... __ CALTRANS ......................................... _... DATE •— INSTALL NEW DETECTOR LOOPS WITH CONNECTION TO RELOCATED PEDESTAL. _- . ....... PERMIT NO. 08 16 6 MC 0489 = oA SHEET NO': N U Ohm -t SEAL BEN CHM AR`K: TR 3035 9 I.P. No. 0,30 9 70 �. 9/19/17 SF THIS SHEET SUPERSEDES COUNTY SHEET 2 & 3. / 7 TJW ENGINEERING INC. � � NOTE.:. Q�oF ESS/O PREPARED BY: Traffic Engineering &Transportation A ° ,- WORK CONTA1NED WITHIN THESE PLANS �o q� g TRACT 30351 Lv �Q aOSEP F� Planning Consultants > W SHALL NOT COMMENCE UNTIL AN QS '`�'! 6 venture, Suite 265 COUNTY OF RJVER,S/DE' •+-> ® DIAL ENCROACHMENT PERMIT AND( A oe tiF ° SEE SHEET No. 1 SCHEDULE A GRADING PERMIT HAS BEEN SSUED. r � �' 78-3509 f: 949 878-3593 F__ TWO WORKING w � � ,-�, 4 , . Irvine, CA 92618 F- DAYS BEFORE No.6946 t. (949) 8 ( ) TRAFFIC SIGNAL PLAN p U BEFORE �<.. Z w `� YOU DIG YOU DIG Exp.6/30/18 * www.tjwengineering.com TER RD SR-79 8c STETSON AVE OF 3 SHTS 0 O lite pri�ale wd t fa is r for * WINCHES ( ) TOLL FREE 1-800-227-2600 and kl of theeue. �rart of sT I U 1�- FOR: X1.0. COUNTY (,� 9 y 9� Q� 9/1.2/17.... n ® ager trowtt a ,Bte ertNtttect BY DALE DATE Fo _..... . ........ .. _... .. ...._.... SCALE. ., OSSORNE DEW. CORP 1189-004 FILE NO. n z A PUBLIC SERVICE BY Y OF C A 1 P P <t Q UNDERGROUND SERVICE ALERT td�be m"hNe ad re b I for d -y R.C.E. NO.69467, EXP 06/2018 DATE: 1 =2O t>rlal Bte watt. CONSTRUCTION NOTES 2 INSTALL 4" YELLOW TEMPORARY TWO DIRECTION NO PASSING LINE PER CALTRANS STD PLAN A20A DETAIL 21. RIVERSIDE COUNTY FLOOD INSTALL 2" THICK TEMPORARY ASPHALT CONCRETE. r - -- - - - CONTROL DISTRICT - - - o -- LEGEND ,..,. CALTRANS o EX. R/W G20_2 o SIGN (PER MUTCD CODE) $ TYPE III BARRICADE (MIN 8' WIDTH) PROP EOP a EX EOP 36"X18" 350' I �, + E- - - - -- -- -- - - - - - - - -- - - - - - - -- - - - - - — -�� ., L + DELINEATOR (WHITE SLEEVE) FLASHING ARROW SIGN - - - -- - - - - - - - - - - -- - - -- - -- - � . a ..— — - - - W ... .. .,.. .: TEMPORARY ASPHALT CONCRETE WORK. AREA. N 45TYP I E-----■1 U� O FLAGGER DIRECTION OF TRAFFIC, NOT `o Cq _ A PAVEMENT MARKING a w TRAFFIC SIGN LEGEND EX EOP WINCHESTER RD. W2 -5 35a - - - -- - - - - - - - - EX. R W sHouLOE�t END ROAD RK SHOULDER / CLOSED ROAD WORK AHEAD G20-2 CLOSED G20-Z AHEAD STETSON AVE. C9A(CA) C30A(CA) W20-1 W21-5B (LT OR RT) 48' X48" 1 * CONTRACTOR SHALL PLACE DELINEATORS ® AS NEEDED TO CHANNELIZE TRAFFIC ON BE STETSON AVENUE. SHOULDER PREPARED 48 X48 I I _ woRK ;� � �� TO STOP EX. R/W EX. R/W RIVERSIDE COUNTY FL00- . . � G20-2 RIVERSIDE COUNTY FLOOD CONTROL DISTRICT 48, 4 �.3fX1$_' _ __ - k7NTROL DISTRICT- W21_5 W3_4 - - - - - - ._�C4 CALTRANS • CALTRANS _ EX-I-SwT � -� o fJY PROP EOP TRAFFIC CONTROL ____ __ GENERAL NOTES N EX EOP PROP EOP � � ;.� ____ c� n a IT IS THERESPONSIBILITY of THE CONTRACTOR RPER PER-FORMING G WORK 0N A PUBLIC STREET TO w W INSTALL AND MAINTAIN THE TRAFFIC CONTROL ' L DEVICES AS SHOWN HEREIN, AS WELL AS ANY W � _ A C\2 _ SUCH SU CH ADDITIONAL AL TRAFFIC C ONTR OL DEVICES AS MAY BE REQUIREDU1RED TO INSURE THE SAFE 45 TYP - MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA, AND _. Q PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WOR 45 TYP KERS. - _ T N W _ W _ 2. ALL DELINEATOR ' S SHALL BE E � � _�_ � �.......... __-_........ _: _ - _ _.. .._"�:____...::..:_ ._ QUIPPED WITH WHITE REFLECTIVE C3 � �--.......- �-- pq BAND UNLESS NOTED OTHER 'ISE. � EX EOP 350 C30A A C _ _ ALL SIGNS, DELINEATORS BARRICADE � , S, ETC. AND THEIR INSTALLATION SHALL F ,, � CONFORM TO CA W LTRAN S ..... �—— � ..,,_..�. — — — _ _ — — —— — — —— � THE MOST RECENT EDITIONS OF THE FOLLOWING. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, CALIFORNIA MANUAL ON U CO W2,1-�5b,R PROP EOP WINCHESTER RD. I I E EX. R W UNIFORM TRAFFIC CONTROL DEVICES MUTCD AND WORK AREA TRAFFIC 48 X48 EX. R/W 2 ..I / (MUTCD), CONTROL I HANDBOOK (WATCH). CONTRACTOR SHALL PLACE DELINEATORS s W3,-4 AS NEEDED TO CHANNELIZE TRAFFIC' ON I 48"X48" CONTRACTOR SHALL MAINTAIN LEFT-TURN 4. FOR DELINEATION TO INDICATE THE NEW REQUIRED VEHICLE PATH, USE PRESSURE SENSITIVE. TRAFFIC MARKING TAPE ANO STETSON AVENUE. �' C9A MOVEMENT AND RIGHT TURN MOVEMENT /OR TYPICAL STRIPING PAINT AND/OR RAISED PAVEMENT MARKERS G20-2 �' (CA) FROM STETSON AVENUE. CONSTRUCTION AT TO SUPPLEMENT THE CHANELIZING DEVICES DELINEATORS REFLECTQRIZED SIGNS AND _ 36"X18 � i 48"X48,, , W2 -1 THE INTERSECTION SHALL BE CONSTRUCTED BARRICADES. TAPE MARKINGS SHALL CLEARLY REPRESENT LANE MARKINGS. 9 (4$'X48" IN STAGES WITH FLAGGERS PRESENT TO STETSON AVE. ASSIST DURING CONSTRUCTION. 5 MARKERS TRAFFIC SHALL CONFORM TOSTHE STRIPES, MARKINGS, RECENTGEDITIONSNDS, AND RAISED OF THE FOLLOWING: EMENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, CALIFORNIA MUTCD. EX. R/W ...�. 6. ALL - - _ -- - - - - - RIVERSIDE COUNTY FLOOD CONTROL DISTRICT - TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND ..__.. CALTRANS .._ .__._ ___ _____ — — — — — — — — SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR ___M_. ._._.______ _....... _ .._.__._ . ._. ____ _. _. J --.-_.__. _ APPEARANCE AND CONTINUITY. N __ - __u___ _.. - - _.._.._.... .. .... _....:....:..... .. .:..:.. _. ______ _...... _ �...___ __.__.._._.______ EXIST C&G --__. .....__.___ AR 0 _ .. _ .. . CD 7 ALL CONFLICTING STRIPES,IPES PAVEMENT ENT MAR KING S LEGENDS, AND RAISED PAVEMENT MARKERS RSC� D - c� SHALL BE COM PLETELY REMOVE D BY ABRASIVE BLAST CLEANING NG 0R OTHER METHOD APPROVED O BY THE ENGINEER PRIOR TO ANY CHANGE IN THE TRAFFIC PATTERN IF APPLICABLE. _ - I- _ ao __ TYP 0*j .: � W B. CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY THE ENGINEER. r 1 ..,. `-4 .. ... f"`.,......_45. TYP. —'.. E—+ 9. ALL ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS DURING' DAY TIME ----_�------- _�_ ,. . ....., __ .. - - WOR -----� ® __ _._.. ,,. _.._ ,_ _ __ .-.--..... _-. O KING HOURS AND WITH -�--�- ._ . ,.- _ _ o � WARNING LIGHTS AT NIGHTY. C7 W W ,, 10. PLACE ADDITIONAL LANE CLOSED W pq _ pq C30 CA SIGNS ON TYPE II BARRICADES AT - - - -- - - -- - - CALTRANS a 150 FOOT INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT IS a r - -- - - -- - -- - - -- - - -- - - - — -- - - -- - -- - - --- - --CALIRAN-S-- - - -- - - -- - - --- - -- - - - -- - w CLOSED, INSTALL "OPEN TRENCH" (C27) (CA) SIGNS WHENEVER AN OPEN WINCHESTER RD. EX E P z PROP EOP EXCAVATION AREA EXISTS ADJACENT TO THE TRAVELED WAY. EX. R/W 11. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FOLLOWING COMPLETION OF EACH CONSTRUCTION PHASE AND THE PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR UPON COMPLETION OF PROJECT. 12. CONTRACTOR SHALL COVER ALL EXISTING SPEED LIMIT SIGNS AND REPLACE WITH A C17 (35 MPH ROAD WORK) SPEED LIMIT SIGN DURING CONSTRUCTION, IF SPEED LIMIT \ 1 j-._QTR. BOUNDARY REDUCTION IS IMPLEMENTED. RIVERSIDE COUNTY FLOOD EX. R CONTROL DISTRICT \ I I 13. CONTRACTOR SHALL INSTALL CAUTION STEEL PLATES AHEAD AND/OR ROUGH ROAD, SIGNS IN ADVANCE OF STEEL PLATE BRIDGING. ___ EX.EXIST C&G R/W - 14. PROHIBIT LEFT OR RIGHT TURNS WHEN IN CONFLICT WITH CONSTRUCTION AND WHEN LEFT'OR Q 4 W2 5 _ . ... ... ._:. _ RIGHT TURN VISIBILITY IS BILITY IS RESTRICTED BY THE CONSTRUCTION, NTH PRIOR APPROVAL OF THE 48"X48iCA) ,1-5 4$ X48 46 ENGINEER. A �.. 350 EX EOP . . .. ., .<. ... :....... '-I TRAFFIC CONTROL SIGN S SHOWN ON THESE PLANS ARE MINIMUM REQUIREMENTS.... RIVERSIDE .. .-..... .-.... .. ,.. . ..., .. _. .,.. ... , : ....: ,.- COUNTY TR __ . ___. ANSPORTATION DEPARTMENT ENGINEER MAY REQUIRE ADDITIONAL SIGNS ,- c5 __ N TO BE PUT N _ 45 TYP _ _ IN PLACE. F' 45' TYP ___ N y.._.... ___ N 16. AT THE END OF E _ _._.._ _. ACH WORKING DAY, CONTRACTOR SHALL REPLACE REPAIR ALL s _.._.____ _........_. ..........__........__..... _ _ ___....... ..................... ......... DAMAGED STRIPING WITH TEMPORARY STRIPING OR RAISED PAVEMENT MARKERS P4 pqINCHESTER RD. \_ (R.P.M'S . .... ..-. , EX EOP _ — — — 17. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN DISABILITY — — — — — — — —— — — —— — — — — — — — G20-2,, T ACT ACCESSIBILITY GUIDELINES AND WITH THE CALIFORNIA ACCESSIBILITY GUIDELINES 3fi X18 PROP EOP 4 NOTE:E: AS RELATED TO PEDESTRIAN ACCESS. AND SHALL MAINTAIN PEDESTRIAN ACCESS AT EX. R/W COUNTY SIGNATURE IS ONLY FOR ALL TIMES PER ADA REQUIREMENTS. SIDEWALK CLOSURE/DETOUR SHALL COMPLY WORK WITHIN COUNTY OF RIVERSIDE WITH THE CALIFORNIA MUTCD STANDARDS. JURISDICTION. 18. CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS, - 19. CONTRACTOR SHALL POST "UNEVEN LANES SYMBOLS" SIGN, "STEEL PLATES CALTRANS 08 _ 1 6 _ 6 _ M _ AHEAD" OR "BUMP" SIGNS, FOR PAVEMENT SURFACE DISRUPTIONS OF Y2 WINCHESTER FOg N INCH OR GREATER. PAVEMENT DISRUPTION_ OF 1- INCH OR GREATER SHALL Cm-Tmm HAVE BEVELED EDGE OF FOUR (4) HORIZONTAL TO ONE (1) VERTICAL. TRAFFIC CONTROL STAGE 1 40 20 0 40 80 120 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR Q APPROVED BY. WORK WITHIN THE ROAD RIGHT-OF-WAY _ CALTRANS 0 ONLY. DATE S ,SPEED LIMIT �0 hIIPH� GALE 1 40 PERMIT N0. 08-16-6—MC-0489 NOTE. SEAL PREPARED BY: BENCHMARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS TR 3©351 I.P. No. 030170 ©>;Essi SHALL NOT COMMENCE UNTIL AN o fi � P S 0 1 A S TRACT 30351 DIAL Two WORKING ENCROACHMENT PERMIT AND/OR ��,'� '�,�� 3 O' GRADING PERMIT HAS BEEN ISSUED. 1500 Iowa Avenue Suite 210 COUNTY OF RIVERSIDE BEFORE ,,., DAYS BEFORE No. 42110 Riverside 02507 SEE SCHEDULE A YOU DIG YOU DIG m SHEET No. 1 ' x, 951 82 8421 Fax 951 682-3379 03 31 2018 C ( ) TRAFFIC CONTROL PLAN — STAGE 1 The private landscape architect sing these plans is responsible for assur�g * / � TOLL FREE 811 the accuracyand acceptability of the des n hereon. In the event of discrepancies y . s WINCH OF32.SHTS arising after count approval or during construction,the ESTER ROAD STA,10+00.00 TO STA 33+50.00 . A PUBLIC SERVICE BY �9 Y�PPr 9 private landscape architect � � �, _ .. BY DATE APPR. DATE 9T I V 1 � .` 5/2/2017 shat be responsible for d t O¢: F UNDERGROUND SERVICE ALERT. sp eermvaang on accejr#abs solution and revising the ass for REy57DNS F � . OR. W.O. COUNTY 9 PI OF CAti� _ SCALE: approval b the county. EPI�IEER R.C.E. N0.4211 O EXP ose©RISE DEV. CORPeol�P I ( VTY , 03/2018 DATE. AS SHOWN 1189 004 FILE N0: 941 P P CONSTRUCTION NOTES 10 INSTALL 4" WHITE TEMPORARY EDGE LINE PER CALTRANS STD PLAN A20B DETAIL 27B. EX. R/W RIVERSIDE COUNTY FLOOD2Q INSTALL 4" YELLOW TEMPORARY TWO DIRECTION NO PASSING LINE PER CALTRANS —— — —— CONTROL DISTRICT — — — STD PLAN A20A DETAIL 21 - - - PROP EOP CALTRANS o • LEGEND /— EX. R/W G20-2 1 2 © E� , EX EOP 36"X18" J ., SIGN (PER MUTCD CODE) $ TYPE III BARRICADE (MIN 8 WIDTH) CQ - - -- - - -- -_ - -� . — T —r— . . .... . . — — — — — — — ,. . - , ,._.. ,. ® 0 WHITE SLEEVE FLASHING ARROW SIGN ,. ;, , . ,.; .. _.. DELINEATOR DEL ) m Ey O — — _ ? ® U1 E3 TEMPORARY ASPHALT CONCRETE WORK AREA N — - - �_ ® 45 TYP - i W FLAGGER DIRECTION OF TRAFFIC, NOT _ I' CD C14 �—+ A PAVEMENT MARKING W4 W 350` 350 350, W 0-1 „ C _ 300 WINCHESTER RD. 48X48 - - - - - -- -- -- - -- -- - �=-_ - -__ - - - - - -- - - -- - - TRAFFIC SIGN LEGEND EX EOP CALTRANS SHIFTING TAPER — — — - - -- - - - - - - -- - - - - - - -- - - -- - - - - - - - - -- - - -- - - -- - - -- - - - - - - -- - - - - - - -- - - -- C2 ({C ) R W1„-4L „ EX. R/W 4$'4X48 48"X48” • SHOULDER END ROAD IGH CLO" ROAD WORKWORKAHEAD STETSON AVE. G20-2AHEAD AHEAD W2,r -1 „ i * C30A(CA) W20-1 C20(CA) 48 X48 CONTRACTOR SHALL PLACE DELINEATORS C9A(CA) CLT OR RT) 1 AS NEEDED TO CHANN'ELIZE TRAFFIC ON STETSON AVENUE. C9A (C, ) i BE 48"X48 I \ G20-2 R/W RIVER, IDE COUNTY FL00, PREPARED EX. R/W W3;4 ,► , - - - -- - - TO STOP RIVERSIDE COUNTY FLOOD CONTROL DISTRICT - -- - - 4-8.�C.� ..�f�X18_ - - - - - - - -- - - -- - - -- - -- -- - - - - - S - - - -- - - - CALTRANS �� . ...• �� •• CALTRANS' ��a-"^- 9 —— — — —— — — — —— —�— — ———— — — — — — — —— — — — n t LAG — — —— — — — — — — — — — — — — - -- - - -- - - -- - O W3 4 Wl 4 PROP EDP _. ._ EX EOP 2 ;` _ � __ _. o (ET OR RT) �. PROP EOP I ® __ _ ________.- + w oC*4 CQ _ E- N _ W� :. ...... M -, z EX EOP _ 45 TYP � 300 - -- - - -- -- -- - - -- - - eEXIR/W -- - - -- �. a L1aAXSL- - - - - - W SHIFF19_TAffP--— —— — — — — ® N — -- - - - - PROP EOP WINCHESTER RD. 1 I I EX. R/W I I * CONTRACTOR SHALL PLACE DELINEATORS W3-4 AS NEEDED TO CHANNELIZE TRAFFIC ON r i 48"X48 ** CONTRACTOR SHALL MAINTAIN LEFT—TURN STETSON AVENUE. G2(3-2 C9 (CA) MOVEMENT AND RIGHT TURN MOVEMENT i 48"X48" FROM STETSON AVENUE. CONSTRUCTION AT 36"X18j' I THE INTERSECTION SHALL BE CONSTRUCTED I I 148'4X48" IN STAGES WITH FLAGGERS PRESENT TO STETSON AVE. ASSIST DURING CONSTRUCTION. PROP. R/W RIVERSIDE COUNTY FLOOD CONTROL DISTRICT _.._ CALTRANS _.__.__ ....__ _.. _._..._.._._ __------- __ _._..M.. _ C&G z -___._._.__ __ EX EOP €ltST _- o µ 0 _-----_....____. _.____.�__. ____-____- _.____._ _________.____ __ ... , o N © H . N -- .... ...... __..... ...........__. _.... ___ _ E--+ ._..�.__........_ � �_.._._ _ __. _ :7 77 __ Hi C12 [-i Cn E-yco z - - - - - - - - -'- - - - -- - - - - - - - - - - - - - - - -- - - --CALTRANS- - - -- - - -- - - -- - - - - - - - - - - - - w 45' TYP - - - WINCHESTER RD. EX EOP PROP EOP M EX. R/W • 1 I___. TR. BOUNDARY - .- RIVERSIDE COUNTY FLOOD PROP. R/W I CONTROL DISTRICT - _. £A TR N 5 ' -_ - _ __ _._ _EXIS �C8eG 4 2 SHIFTING PER W 4L R d.__�__ S NG TA _ -,., E.i, ..... :. C) -- I 1- C2 (CsQ) 48"X48" �..,..�.. I �- EX. R/W C _., " -- - - -- - - 1 48"X48" 48 X48 o - -- - _ 350 35(3 50 EX EOP W��ti OD tyi r - a - „ . co a) C14 — — �.. —._.... _ .. ............._.. Sys _____ _._......... .......:.......... ___ _____ Wry __._ __._._ ._.— ______ —._ fi M I -y" R \NNN "I ,P4 � 45' TYP 100' TAPER WINCHESTER RD. \-EX EOP - _ - - -- - CAL_TR AN5- - - -- - - -- - - - - - - - - - - - - - - - - -- - - - - - - -- - 320-2 PROP EOP 36"X18" X. R W E-+ E / NOTE COUNTY SIGNATURE IS ONLY FOR WORK WITHIN COUNTY OF RIVERSIDE WINCHESTER ROAD CALTRANS # 08 - 18 - 8 - MC - 0489 JURISDICTION,. GA- s TRAFFIC CONTROL STAGE 2 40 20 0 40 80 120 • N DEPARTMENT IS FOR APPROVED BY: CALTRANS NOTE. APPROVAL BY THE TRANSPORTATION s DATE „_ PERMIT ND. 08-16-6—MC-0489 WORK WITHIN THE ROAD RIGHT—OF—WAY ONLY. (EXISTING SPEED LIMIT 50 MPH) SCALE 1 — NOTE: SEAL PREPARED BY: BENCHMARK. TR 303,51 /.P. No. 0JO170 SHEET NO. WORK CONTAINED WITHIN THESE PLANS OFESSi©, P AAIVVVVVVVvVvVAAN~ S 0 M A a • SHALL NOT COMMENCE UNTIL AN �v 5 • R / S TRACT 30351 31 DEAL Two WORKING OR A ENCROACHMENT PERMIT AND ��J � , `� COUNTY OF RIVERSIDE ��' / 1500 Iowa Avenue, Suite 210 GRADING PERMIT HAS BEEN ISSUED. No. 42110 0 Riverside 92507 SCHEDULE A BEFORE ... DAYS BEFORE v� z n, SEE SHEET No. 1 YOU DIG YOU DIG 03/31/2018 _ (951 82-8421 Fax (951) 682-3379 TRAFFIC CONTROL PLAN - STAGE 2 The private landscape architect signing these plans is responsible for assuring �Ir 7k WINCHESTER ROAD STA.10+00.00 TO STA 33+50.00 OF� sHTS TOLL FREE 811 the accuracy and acceptability of the des•n hereon, In the event of discrepancies U' Y Y +9 � • � w 5/2 /2017 .. 9 �1 V 1�- � ; � y��..' FOR: .... W.O. COUNTY. arising after count oval a dun construction the private landscape architect N% DALE T 4 A PUBLIC SERVICE BY 9 i aPlu n9 P Pe MARK 6Y DATE F Fd SCALE. q p p REIgS(�+t$ OF E, (3SBORNE DEV. CORP 1189-004 FILE NO. ��. 1 r 1- pati be responsible for determining an acceptable solution and revising the plans for GA R.C.E. NO.4211 O EXP 03/2018 DATE. AS SHOWN UNDERGROUND SERVICE ALERT ENaNEER CtM1N1Y approval b the county. CONSTRUCTION NOTES RIVERSIDE COUNTY FLOOD _ _ _CON_TR_OL DISTRICT ---- -- - - - - - -- - CALTRANS o EX. R/W LEGEND G20- PROP EOP EX EOP 36 X18 I � SIGN (PER MUTCD CODE) - - - - - - - - -- - - -- -- - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - ^ r � � �.�- - _,— __ ., .. _ _ -- - - - T -- - - -- - TYPE I BARRICADE (MIN 8 _ . .,... . . _,.,.. Cit $ WIDTH' N' w .. N x� : ..... ® DELINEATOR (WHITE SLEEVE) FLASHING ARROW SIGN TEMPORARY ASPHALT CONCRETE WORK AREA ..... ; W FLAGGER DIRECTION OF TRAFFIC, NOT " a A PAVEMENT MARKING EX EOP WINCHESTER RI). W2,,1-5 „ 350 350' w - - -- CALTRAI I - - 4$ X48 14 �G rn - - - -- --- - - _ W21-54R - - - - - - - -- - - &.-4 TRAFFIC SIGN LEGEND EX. R/W 48"X48' • SHauuoER END ROAD SHOO IGH STETSON AVE. c�osE© ROAD W©RI< W°R CLOSED AHEAD AHEAD W2 -1 48X48" I * CONTRACTOR SHALL PLACE DELINEATORS G2D— I AS NEEDED TO CHANNELIZE TRAFFIC ON C9A(CA) C30A(CA) W20-1 W21-5B STETSON AVENUE. (LT OR RT) C9 (CM EX. R/W G20-2 RIVERSIDE COUNTY FLOOD BE 100' TAPER � ,� stouuoER 1GI-1 - EX. R W RIVERSIDE COUNTY F 4 „ 36 X18 / CONTROL DISTRICT BE LANE FLOOD CONTROL DISTRICT - WORK .�- — - - - - - - - -- -- - - -- - ..- ---- ---- - - -- - - -- -- �8�C4.8 is ,.�..._ _ .. ..••b •, � — _ ..._ —. - - — TO STOP CLOSED 0 CALTRANS o AHEAD © 45 TYP CALTRANS PROP EOF - _.E-XI-ST 91&- EX EOP ,, _ - o �+ PROP EOP CD W21-5 W3-4 W1-4 C20(CA) C I ... w —I— � (LT OR RT) CLT LIR RT) «a- r,_... CIOU _. NNE-- _ w 45' TYP ®_ . ._ ,..., EX EOP ., w_. C30A (CA) - w 48 X4 , _ _ 48X48 ---- -- - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - -- - - -- -- - w_..- _ � -- - -- - -- - - - - - - - - - - - - - CALTRANS .• ;.. ; .. ® }d �— - - - - E=+ \ WINCHESTER RD. 1 PROP EOP EX. R/W i „ I EX. R/W I * CONTRACTOR SHALL PLACE DELINEATORS o W3-4 AS NEEDED TO CHAINNELIZE TRAFFIC ON' `— I 48"X48" ** CONTRACTOR SHALL MAINTAIN LEFT—TURN STETSON AVENUE. G2 —21 8 C9A (CA) MOVEMENT AND RIGHT TURN MOVEMENT ,360X1$I 11—_ 1 48"X48°' FROM STETSON AVENUE. CONSTRUCTION AT _ THE INTERSECTION SHALL BE CONSTRUCTED I t 148'X48" IN STAGES WITH FLAGGERS PRESENT TO �7 TETS N A ,. ASSIST DURING CONSTRUCTION. 45' TYP EX. R/W _,nom - RIVERSIDE COUNTY FLOOD CONTROL DISTRICT - - - - - - -- - - - - -- -- - - -- - - -- - - -- - - -- - - - - - - - -- - - -- -- -- -- - - -- - - - - ... _ CALTRANS- - - -- - - - - - - - - -- - - - - - - - - - - N _..__. �_. _... -- - _...___ _ - _�._.._._._ EX EOP -� _ EXIST C&cG -___ ____.__- ___._.___._._._. _... ........ .....: ._ CD CD o ' CD Ey 2R _ � _} E-- C\i C\2 ►--+ co • _ ____ ,. ,--- 45' TYP w - - - - - - CALJI4N-S- - - -- - - - - - - -- -- - - -- - - --- - -- - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -C-ALT�N - -- - - -- - __ . WINCHESTER RIS. EX EQP PROP EOP - --- - -- - - - - -- - - - - - - - co EX. R/W \ 1-.:._.--TR. BOUNDARY 45' TYP EX. 1� r I. CALTRANS - .� I a 300' EXIST C&cG p r SHIFTING TAPER I c EX. R/W W1-4L C WHO-1 _.. .. . .... .... .: �O ( ,Q) R 48 X48 , . EX EOP 48"X4 " 48 X48 .. a w -I- floes 350' 350'` 350' 'C _..______._...__. .-_.._ .... ......... .._,.W P 50' TAPER WINCHESTER RIS. m a - -- - - - CALTRANS - - - - _ - - - - - - EX EOP v PROP EOP - -- - — G20-2 E-, 36 X18 .� EX. R/W NOTE: COUNTY SIGNATURE IS ONLY FOR \✓1 1 CALT N 8 - - �} + WORK WITHIN CC�i� NTY ©F RIVERSIDE 1A D JURISDICTION. TRAFFNOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR IC CO# TROL STAGE CALTRAM 40 20 0 40 80 120 � _ — APPROVED BY, \ WORK WITHIN THE ROAD RIGHT QF WAY O'N'LY. �. r (EXISTING SPEED LIMIT - 0 MP CALTRANS DATE SCALE 1"= 40' NOTE: SEAIw PERMIT NO. 08-16-6—MC-0489 WORK CONTAINED WITHIN THESE PLANS PREPARED BY: BENCHMARK: SHEET NO. SHALL NOT COMMENCE UNTIL AN QRaFESS/0 Th' 31 351 /.P. No. 030170 DIAL ENCROACHMENT PERMIT AND ORA �° � � • '"� � P 0 A TRACT 3�3 & 51 Two WORKING EFORE GRADING PERMIT HAS BEEN SSUED. `" j 1500 Iowa Avenue, BEFORE � Suite 210 COUNTY 4F Rli/ERSIDF 32 ••••� DAYS BEFORE — � r� . YOU DIG YOU DIG �, No. 42110 z m Riverside 92507 SCHEDULE A 951 82— SEE SHEET No. 1 The private landscape architect signing these plans is responsble for assuring 03 31 2018 ( 8421 Fax 951 682-3379 TOLL FREE 811 the accuracy ted aec�►tabilty of the herea�. In the event of di�r�,ancies * / / * ) TRAFFIC CONTROL PLAN - STAGE 3 A PUBLIC S ani' atter count royal or din construction s `� SERVICE BY � • Y approval •• 9 ,the private landscape architect fiARK BY •'' `� , "��t WINCHESTER ROAD STA.10+00.00 TC STA 33+50.00 OFSHTs .. DALE 9 C� i� Aft. DAZE V ��- 5/2/Z UNDERGROUND SERVICE ALERT shall be resp�sdale for determining an acceptable solution and revising the �s for T Off' �'` 017 9 PI REW`�ONS F of � FOR. W.O. COUNTY royal.b the count., ENGINEER CAI- SCALE. COUNTY R.C.E. NO.42110, EXP 03/2018 DATE. AS SHOWN OSBORNE DEV. CORP 1189-004 FILE NO. 941 PP