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963yy_sppGENERAL NOTES 1. IT SHALL BE THE RESPONSIBIL17Y OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT--OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENWRONMENTAL REGULATIONS DURING 7HE LIFE OF CONSTRUCTION ACTM77ES FOR THIS PROJECT. ADD177ONAL STUDIES AND/OR PERMI7S MAY BE REQUIRED. 2 THE CONTRACTORIDEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF 7HE WORK AREA, AND RELOG477ON COSTS OF ALL EXISTING UTILITIES THIS INCLUDES UNDERGROUNDING OF DUS77NG OVERHEAD LINES ALONG 7HE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITEE MUST INFORM COUNTY OF CON57T'UC770N SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CON57RUC770N. (951) 955-6885 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1220 AND 1221. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 7HE RIVERSIDE COUNTY 7RANSPORTAT70N DEPARTMENT IMPROVEMENT STANDARDS AND SPECIRC477ONS, LATEST EDITION, COUNTY ORDINANCE N0. 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE 7HE RESPONSIBILITY OF THE DEVELOPER TO N077FY THE ENGINEER 70 INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RAYERRSOE COUNTY ORDINANCE NO. 461. IF C0N57RUC770N CENTERLINE DIFFERS, PROVIDE A 77E TO EXISTING CENTERLINE OF RIGHT-OF-WAY PRIOR TO ROAD CON57RUC770N, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, 77E POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY SURVEYOR PURSUANT TO SEC77ON 8771 OF THE BUSINESS & PROFESSIONAL CODE SURVEY POINTS DESTROYED DURING CONS7T UC77ON SHALL BE RESET, AND A SECOND CORNER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS: 6. ALL UNDERGROUND FACILITIES, WITH LA7ERALS, SHALL BE IN PLACE PRIOR 70 PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECT91C, GAS, S70RM DRAINS 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED 7N 7HE FIELD. & 1T SHALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN 7HE PROJECT LIM17S AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR 7HE TRAVELING PUBLIC AND WORKERS UN77L 7HE F7NAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CON7ROL PLAN MUST BE SUBMITTED Wl7H APPROVED STREET PLAN FOR REVIEW 70 THE PERMITS SEC77ON OR INSPECTION SEC77ON (FOR MAP CASES) PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SEC77ONS ARE 7ENTATTVE: ADDITIONAL SOIL TESTS FOR PARCEL AND TRACT MAPS SHALL BE TAKEN AND MAY BE TAKEN FOR PERMIT CASES BY 7HE COUNTY AFTER ROUGH GRADING TO DETERMINE 7HE EXACT S7REE7 SECTION REQUIREMENTS. USE STANDARD N0. 401 lF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS 7HAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SEC770N 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS IN THE UNINCORPORA TED TERRITORY OF THE COUNTY OF RIVERSIDE, STA TE OF CALIFORNIA STREET IMPROVEMENT PLANS GRAPHIC SCALE (Bf Flzr ) 1 Inch = 200 t! GENERAL NOTES, CONTINUED 1 IV 17. A. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NO!) WITH 7HE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR 7HE SITE. B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NO/ W17H A VALID WD/D NUMBER TRACT NO. 29598-F INDEX MAP SCALE.• 1"=200' CONSTRUCTION NOTES LABEL I7EMS TO BE CONSTRUCTED OR INSTALLED QUANTITY 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES /N 18. 7HE DEVELOPER SHALL BE RESPONSIBLE FOR 7HE INSTALLATION OF _RW 3711 h 3714 —T.7— EXCESS OF TEN PERCENT CONSTRUCT TYPE A-6 CURB & GUTTER PER R.C. STD. NO. 200 © LF O3 CONSTRUCT CURB RAMP PER R.C. SID. NO. 403, CASE A 8 ADDITIONAL SIGNS AND MARK/NGS NOT INCLUDED /N THE SIGNING AND zSIR/P/NG I 66,371 12. INSTALL S7REET TREES /N ACCORDANCE W17H ORDINANCE N0. PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS 4 amW 6O CONSTRUCT CROSS GUTTER & SPANDRELS PER R.C. STD. NO. 209 461 AND 7HE COMPREHENSIVE LANDSCAPING GUIDELINES ADJACENT TO THE PROJECT BOUNDARIES, UPON 171E REQUEST OF THE t�7 REMOVE BARRICADE v LF KOELREUTERA B/PINATA DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC ILJ EA SF 5C/NNAMONUM INSTALL 100 WATT, 9,500 LUMENS HPS STREET LIGHT PER R.C. STD. 1000 CAMPHORA SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 17 CONTRUCT UNDER SIDEWALK DRAIN PER R.C. STD. 309 U EA LIQUID AMBER STYRACIFULA CONTRUCT CURB RAMP PER R.0 STD. 403, CASE C AND DETAIL ON SHEET 2 2 EA w 13. S77REE7Z./GH7S SHALL BE INSTALLED /N ACCORDANCE W17H THE 19. EX/STING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN 7HE ON CURVE MEASURES TO PR07ECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES H -101; 0 z TRANSPORTATION DEPARIME7VT GRAD/NG AND DRAINAGE WORK CONS/ST OF 171E SCHOOL DISTRICT APPROVED STREET UGH77NG PLAN. PROJECT VICINITY) MUST BE REPAIRED, AND /OR CLEANED TO MAKE M RIGHT OF WAY v Z FOLLOW/NG WORK TO BE DUNE ACCORD/NG RU THESE SIDEWALK, CURBS AND WALLS AND 10 f770M DRIVEWAYS AND CORNER 7HEM FUNCTIONAL AND ACCEPTABLE AS D/REC70 BY THE PRC POINT OF REVERSE CURVE p 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, 7HE DEVELOPER /S TRANSPORTATION DEPARTMENT. V C. VERTICAL CURVE -1 Q APPENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, BUSINESS AND PROFESSIONAL CODE, AND THAT TILE DESIGN /S TRACT NO. 29598-F INDEX MAP SCALE.• 1"=200' CONSTRUCTION NOTES LABEL I7EMS TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT Ol CONSTRUCT .25" A.C. OVER .5" A.B. (GENERAL LOCAL ROAD) PER R.C. STD. NO. 104 _RW 3711 TON 3714 —T.7— O2 CONSTRUCT TYPE A-6 CURB & GUTTER PER R.C. STD. NO. 200 10,955 LF O3 CONSTRUCT CURB RAMP PER R.C. SID. NO. 403, CASE A 8 EA O4 CONSTRUCT 4" CONCRETE SIDEWALK PER R.C. STD. NO. 401 66,371 SF O INSTALL STREET NAME SIGN PER R.C. STD. NO. 1220, 1221. 4 EA 6O CONSTRUCT CROSS GUTTER & SPANDRELS PER R.C. STD. NO. 209 4 3,345 EA SF t�7 REMOVE BARRICADE 40 LF [�8 CONSTRUCT CONCRETE DRIVEWAY PER R.C. STD. NO. 207 114 8,480 EA SF O9 INSTALL 100 WATT, 9,500 LUMENS HPS STREET LIGHT PER R.C. STD. 1000 25 EA 17 CONTRUCT UNDER SIDEWALK DRAIN PER R.C. STD. 309 2 EA 18 CONTRUCT CURB RAMP PER R.0 STD. 403, CASE C AND DETAIL ON SHEET 2 2 EA C�' PROJECT SITE SAN BERNARDINO RIVERSIDE CENTER COUNTY Solw <g BOX SPRINGS MOUNTAINS PARK OWNER / PERMITTEE iSTAR FINANCIAL. INC 4350 VON KARMAN AVE, SUITE 225 NEWPORT BEACH, CA 92660 1)1A ALLEN 34RRETT DATE VICE PRESIDENT RCFC PERMIT NO. SOILS ENGINEER CERTIFICATION THIS GRAD/NG PLAN HAS BEEN REVIEWED BY 7HE UNDERSIGNED AND FOUND TO BE /N CONFORMANCE W17H THE RECOMMENDATIONS AS OUTLINED /N OUR SOILS REPORT FOR THIS PROJECT. THE SOILS REPORT SHALL BE CONSIDERED AS A PART OF THIS PLAN, AND ALL GRADING WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIRC47IONS AND RECOMMENDATIONS OF SAID REPORT DATED : APRIL 8, 2016 PETRA GE07ECHNICAL, INC 40880 COUNTY CENTER DRIVE, SUITE R TEMECULA, CA 92591 (951)600-9271 60 IIy :3 GRAYSON R. WALKER, GE -4871 DATE Thomas Guide (1998); Page. 646, E-7 SOURCE OF TOPOGRAPHY VICINITY MAP INLAND AERIAL SURVEYS, INC. 7117 ARLINGTON AVE SUITE A NOT TO SCALE RIVERSIDE, CA 92503 SECTION: 9 AND 10 (951) 687-4252 DATE OF TOPOGRAPHY- SEPTEMBER 27, 2010 TOWNSHIP: 2 SOUTH, RANGE: 4 WEST SBM TOPOGRAPHY SHOWN HEREON CONFORMS TO EMERGENCY CONTACT TROY JUVE iSTAR FINANCIAL INC. 4350 VON KARMAN AVE, SUITE 225 NEWPORT BEACH, CA 92660 TJLNE®iSTARRNANC/AL. COM (951) 757-0839 (C) o *� w- ¢cam }_ CD W [1 {� z AND <[ i-- In O 0 Li J MAY BE REQUIRED 70 RECONSTRUCT EX/STING PAVEMENT, 20. IT SHALL BE 7HE RESPONSIBIL17Y OF THE DEVELOPER/CONTRACTOR TO INCLUDING BASE, AND MATCHING OVERLAY REQUIRED 70 MEET 7HE APPLY TO RIVERS/DE COUNTY FLOOD CON7ROL RCFC FOR (RCFC) STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO BE CONNECTED WITH A RCFC FAC/CITY AND ADD PERMIJ�ON THE PLAN. 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED W17HIN PARKWAYS ON LOCAL RESIDEN77AL S7REE7S 21. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND R/GHT—OF—WAY, PROOF WITHOUT SEPARATE LANDSCAPE PLANS. ALL 07HER TYPES OF LANDSCAPING IN THESE AREAS AND ALL LANDSCAP/NG ON ALL OTHER OF DRIVEWAY OWNER NOTf7CATI0N /S REQUIRED PR/OR TO CONSTRUCTION• UTILITIES WATER.- RIVERSIDE HIGHLAND WATER COMPANY (909) 825-4128 SEWER.• C/TY OF RIVERSIDE (951) 826-5341 CSA 152 (951)-955-8916 ELECTRIC : SOUTHERN CALIFORNlr4 ED/SON COMPANY, BOB SIEGAL (909) 307-6770 TRANSMISSION, ✓EANETTE R/VERA (951) 930-8580 GAS• SOUTHERN CALIFORNIA GAS COMPANY, HECTOR MARTINEZ (951) 335-7674 UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND 7740SE SHOWN ON THE RECORD EXAMINED ARE /ND/GATED WITH THEIR APPROXIMATE LOCf1170N AND EXTENT. THE OWNER BY ACCEPNG THESE PLANS OR PROCEED/NG WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME ABBREVIATIONS BCR BEGIN CURB RETURN 03 STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL TELEPHONE. • PACIFIC BELL/SBC, LEE CORBY (714) 666-5454 LIABIL17Y AND TO HOLD UNDERSIGNED HARMLESS FOR LT. LEFT U LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERS/DE COUNTY CABLE TY.• ADELPH/A COMMUNICATIONS, MIKE McMILLAN (951) 975-3402 ANY DAMAGES RESULTING FROM THE EXISTENCE OF CL CIL CENTERLINE ADJUSTMENT NO. 4691, RECORDED FEBRUARY 20, 2004 AS /NS7RUMENT N0. COMPREHENSIVE LANDSCAPING GUIDELINES DATED OCTOBER 2009. UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED ELY, WLY EASTERLY, WESTERLY 70GETHER WITH A PORTON OF PARCEL B OF LOT LINE ADJU57MENT NO. NL Y, SLY DEPAR7MENT OF WA7ER RESOURCES (661) 856-5500 TO THE UNDERSIGNED, NOT INDICATED ON 774E PUBLIC LAJ OFFICIAL RECORDS OF SAID RIVERSIDE COUNTY, TOGETHER WI7H POR77ONS 16. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON 7HESE PLANS NOT PART RIVERSIDE COUNTY FIRE DEPARTMENT (951) 955-4777 RECORDS EXAMINED, LOCATED AT VARIANCE W17H 7HAT ZREPORTED FLOW UNE 2104 AS /NS7RUMENT NO. 2014-0343508 OF OFFICIAL RECORDS OF SAID OF 77115 PROJECT ARE FOR INFORMATION ONLY. BY SIGNING THESE OR SHOWN ON RECORDS EXAMINED. THE EP EDGE OF PAVEMENT = IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE STREET TREES (Per County Of Riverside Transportation Dept) CON7X'ACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY w CATCH BASIN «- FACILITIES /S IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY WORK TO BE DONE ON CURVE MEASURES TO PR07ECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES H -101; W TRANSPORTATION DEPARIME7VT GRAD/NG AND DRAINAGE WORK CONS/ST OF 171E SCHOOL DISTRICT INSTALL ONE S7REEf TREE ON EACH LOT AND TWO STREET 7REES ON 7HE CORNER LOTS, THE 7REES SHALL BE LOCA7ED AT LEAST 4' FROM FOUND AT THE SITE. IT SHALL BE 7HE CONTRACTOR'S C� RIGHT OF WAY v Z FOLLOW/NG WORK TO BE DUNE ACCORD/NG RU THESE SIDEWALK, CURBS AND WALLS AND 10 f770M DRIVEWAYS AND CORNER RESPONSIBILITY TO NOTIFY 774E OWNERS OF 7HE UTILITIES PRC POINT OF REVERSE CURVE l HEREBY DECLARE THAT I AM 7HE ENGINEER OF WORK FOR THIS PLANS AND THE CURRENT UNIFORM BUILDING CODE RIVERSIDE9518 U713ED SCHOOL D1S77?ICT OR ' SETBACKS, LESS, 7REES SHALL BE LOCATED 1 OR S777UCT'URES CONCERNED BEFORE STARING WORK. V C. VERTICAL CURVE -1 Q APPENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. E FRON NG PRIVATE ATE PROPERTYLd BUSINESS AND PROFESSIONAL CODE, AND THAT TILE DESIGN /S > EL FG FINISHED GROUND CHARGE I ACCEPT FULL RESPONSIBILITY FOR THE ENTRE DESIGN OF C) ORIGINAL GROUND 0 p U NOTE BEGIN VERTICAL CURVE 40810 COUNTY CENTER D MVC MIDDLE OF VERTICAL CURVE F- WORK CONTAINED WITHIN THESE PLANS Q oFESs/oy�N SUITE 100 Michael Baker ENGINEER OF WORK, OF MY RESPONSIBIU77ES FOR THE PROJECT ,NWA•,V�; � � SHALL NOT ONCE UNTIL AN Q TEMECULA, CA 92591 o DRIVEWAY U) DIAL wD WORKING ENCROACHIOT PERMIT AND/ORA a PHONE: 676-8042 PL PROPERTY LINE 40810 COUNTY CEN7ER DRIVE, SU17F 100 7EMECULA, CA 92591 } '� P. (951) 676-8042 No.60132 F. (951) 676-7240 ,s BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. ��` � y INTERNATIONAL MBAKERINTL.COM YOU DIG YOU DIG No.60t32 o THE PRIVATE ENGINEER SIMING THESE RAMS IS RcESPONSIBE FW AWN THE TOLL FREE 1-800-227-2600 A0W= = Aro AMPTABILITY OF THE DESIGN HELM. IN THE EMIT OF sl C 1 V l v ��� PREPARED BY: JOHN D. TANNER III R.C.E. NO. 60132 TLnumd�tl AFTER MINTY APPM& OR N NE A PUBLIC SERVICE BY ISHNLL MARK BY DATE APPR DATE lFof >aE PM DE FININING PRIY�ATE ENGGINEERES AAE Ch�1F¢ REVISIONS UNDERGROUND SERVICE ALERT sa urIGN N REVISING THE PCMB FAR APPROVAL BY THE ORM. ENGINEER COUNTY DATE LEGEND -4 DIRECTION OF FLOW PROP. STREET LIGHT NOTE: PROP. STREET 7REES THIS PROJECT IS BONDED AND TO BE INSPECTED BY CONSTRUCTION INSPECTION DMSION 0 PROP. SIDEWALK -- TRACT BOUNDARY MAINTENANCE RESPONSIBILITY SAWCUT AND REMOVE BASINS C.SA 443-- )7-16 COLD PLANE S70RM DRAIN FACILITES RIVERSIDE COUNTY 7RANSPORTA770N DEPARTMENT O STAMPED CONCRETE OPEN SPACE CS.A (Z (a - - - - - - - - HGL SHEET INDEX SHEET OUTLINE TITLE AND INDEX MAP SHEET------------------------- 1 CONSTRUCTION N07ES AND DETAILS ----------------------2 PLAN AND PROFILE ---------------------------3 - 10 ----------------------------1-9 ATUM NAVD 88 ITY OF RIVERSIDE B.M. J8 -D3 LEVATION: 918.908 (NGVD29) 11BLISHED/921.398 ADJUSTED TO NAVD88 (ADD .49' PER NGS VERTCON PROGRAM=921.398 AVD88) DESCRIPTION: LEAD & TACK IN TOP OF URB 3.5' 14/0 BER OF NW CURB RETURN AT RLMYRITA AVE. k IOWA AVE. KALE:, H: 1'=150' V; N/A TRACT N0, 29598-F IP COUNTY OF RIVERS STREET PLANS SCHEDULE "A" TITLE AND INDEX MAP SHEET yy 1731 SHEET N8. 10 N4170NAL MAP ACCURACY STANDARDS. ASSESSOR'S PARCEL NO. ABBREVIATIONS BCR BEGIN CURB RETURN 255-180-016 255-18fJ-023 ECR END CURB RETURN 255-220-012 LT. LEFT LEGAL DESCRIPTION RT. RIGHT BEING A SUBDMS/ON OF A PORTION OF PARCEL C OF LOT LINE CL CIL CENTERLINE ADJUSTMENT NO. 4691, RECORDED FEBRUARY 20, 2004 AS /NS7RUMENT N0. 2004-0118105 OF OFFICIAL RECORDS OF SAID RIVERSIDE COUNTY, ELY, WLY EASTERLY, WESTERLY 70GETHER WITH A PORTON OF PARCEL B OF LOT LINE ADJU57MENT NO. NL Y, SLY NORTHERLY SOUTHERLY 05478, RECORDED JULY 16, 2014 AS'INSTT7UMENT N0. 2014-0264579 OF OFFICIAL RECORDS OF SAID RIVERSIDE COUNTY, TOGETHER WI7H POR77ONS TC TOP OF CURB OF PIGEON PASS ROAD VACATES BY DOCUMENT RECORDED SEPTEMBER 10, FL FLOW UNE 2104 AS /NS7RUMENT NO. 2014-0343508 OF OFFICIAL RECORDS OF SAID RIVERSIDE COUNTY, AND LYING WITHIN SEC77ONS 9 AND l0, TOWNSHIP 2 EP EDGE OF PAVEMENT SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. P.C.C. POINT COMPOUND CURVE UNAUTHORIZED CHANGES & USES C.B. CATCH BASIN CAUTION.• THE ENGINEER PREPARING THESE PLANS WILL NOT BE O.C. ON CURVE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF 7HESE PLANS ALL CHANGES TO 7HE PLANS MUST BE 1N WRITING AND PROP. PROPOSED MUST BE APPROVED BY THE PREPARER OF 7HESE PLANS. R/W RIGHT OF WAY SIR. STREET DECLARATION OF RESPONSIBLE CHARGE PRC POINT OF REVERSE CURVE l HEREBY DECLARE THAT I AM 7HE ENGINEER OF WORK FOR THIS PROJECT, THAT l HAVE EXERCISED RESPONSIBLE CHARGE OVER 7HE V C. VERTICAL CURVE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE P.I. POINT OF INTERSECTION BUSINESS AND PROFESSIONAL CODE, AND THAT TILE DESIGN /S CONS/S7ENT W17H CURRENT STANDARDS`. 1N ASSUMING RESPONSIBLE FG FINISHED GROUND CHARGE I ACCEPT FULL RESPONSIBILITY FOR THE ENTRE DESIGN OF OG ORIGINAL GROUND 7H1S PROJECT AS SHOWN ON THESE PLANS BVC BEGIN VERTICAL CURVE / UNDERSTAND THAT 7HE CHECK OF PROJECT DRAWINGS AND MVC MIDDLE OF VERTICAL CURVE SPECIFICATIONS BY THE COUNTY OF RIVERSIDE, OR ITS AGENTS IS EVC END OF VERTICAL CURVE CONRNED 70 A REVIEW ONLY AND HOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIU77ES FOR THE PROJECT MOC MIDDLE OF CURVE DESIGN. DWY DRIVEWAY F.H. FIRE HYDRANT QgpTESSIq* MICHAEL BAKER INTL. p TAI PL PROPERTY LINE 40810 COUNTY CEN7ER DRIVE, SU17F 100 7EMECULA, CA 92591 } '� P. (951) 676-8042 No.60132 F. (951) 676-7240 ,s LEGEND -4 DIRECTION OF FLOW PROP. STREET LIGHT NOTE: PROP. STREET 7REES THIS PROJECT IS BONDED AND TO BE INSPECTED BY CONSTRUCTION INSPECTION DMSION 0 PROP. SIDEWALK -- TRACT BOUNDARY MAINTENANCE RESPONSIBILITY SAWCUT AND REMOVE BASINS C.SA 443-- )7-16 COLD PLANE S70RM DRAIN FACILITES RIVERSIDE COUNTY 7RANSPORTA770N DEPARTMENT O STAMPED CONCRETE OPEN SPACE CS.A (Z (a - - - - - - - - HGL SHEET INDEX SHEET OUTLINE TITLE AND INDEX MAP SHEET------------------------- 1 CONSTRUCTION N07ES AND DETAILS ----------------------2 PLAN AND PROFILE ---------------------------3 - 10 ----------------------------1-9 ATUM NAVD 88 ITY OF RIVERSIDE B.M. J8 -D3 LEVATION: 918.908 (NGVD29) 11BLISHED/921.398 ADJUSTED TO NAVD88 (ADD .49' PER NGS VERTCON PROGRAM=921.398 AVD88) DESCRIPTION: LEAD & TACK IN TOP OF URB 3.5' 14/0 BER OF NW CURB RETURN AT RLMYRITA AVE. k IOWA AVE. KALE:, H: 1'=150' V; N/A TRACT N0, 29598-F IP COUNTY OF RIVERS STREET PLANS SCHEDULE "A" TITLE AND INDEX MAP SHEET yy 1731 SHEET N8. 10 W4vs yy a zz W MO�l00VERLAY CONSTRUCTION NOTES N K A SAWCUT INTO ti GRIN 0 DIRECTED „ NOTE- SURFACE WILL REQUIRE 36 O CONSTRUCT .25' A.C. OVER .5' A.B. (GENERAL LOCAL ROAD) PER R.C. SID. NO. 104 EXIST. PAVING W FATHER OVERLAY TO SEC77ON OF TRUNCATED DOMES. LWWW4 MATCH EXISTING SEE TRUNCATED DOMES DETAIL AT RIGHT O CONS7RUCT TYPE A-6 CURB do GUTTER PER R.C. STD. NO. 200 PAVEMENT NOTE. CROSS SLOPE OF O CONSTRUCT 4 CONCRETE SIDEWALK PER R.C. SID. N0. 401 NEiY PA ",IN' r TTT� ISI C�- LANDING AREA DOES NOT 6 f EXCEED 2% IN ANY DIREC77ON _ y EX. EDGE OF PAVEMENT MONOL17HIC CURB �y OVERLAY/JOIN DETAIL NOT TO SCALE 0 0°0°0 o°o °Oo°°o°°o°000°000 8 o°°0°900°0°°°° EDLEV. 2" WIDE WITH oo�y NOTE.- CROSS SLOPE OF� \ 00 11 3- °°o° ° ELEV. °" n LANDING AREA DOES NOT C EXCEED 2% IN ANY D/REC77ON \ ELEV. B 6CURB HEAVY BROOM "RIPPLE" TEXTURE ELEV. FINISH. TRANSVERSE TO AXIS OF RAMP A CONTRASTING VISUALLY WITH ADJOINING SURFACES. CURB RAMP DETAIL PER STD. NO. 403 CASE V NOT TO SCALE LAND/NG4' SMP 0 5% MAX SLOPE SLOPE' R� R� -� " CURB 60 �A! �--- ¢ 30' 30' BOR 4'1 6' 20' 20' 6' 4' 0" LIP .. 6 G 1 3 2.0,$ 2.0% 1 C~� ff�, ,� SECTION A A NOT TO SCALE A 3 MAX MAX 2.1 MAX --_-"i 2,� X -- _- 21 MAX 2 1/4' CHECKERED PLATE / � ELEV. "H" -2 - O .f.. • ,``. ` �•®'° NOTES. DETAIL VALUES VD.G ko E"FL"E SHOWN ON SPECIFC B SHEE7S ELEV. TYPICAL DRY U77LITY 7RENCH GAS, TEL., CABLE AND ELEC. `, ':: -.«: • : • = g r• ; , . , :: < . �:. +. �i w 2' WIDE W17H , S •. ., ELEV. � ° °,� STOCKYARD ROAD STA. 11+63.22 TO 34+30.64 DETAIL sEcnoN a -B o� 1 rd' o WALKING BEAM DRIVE FROM STA. 10+00.00 TO 25+43.39�t�P' 3 STUD ANCHOR AT 14 O.C.6,/ ELEV. IRON RAIL DRIVE FROM STA. 10+0000 TO 28+17.60 1/4CHECKERED C BEND END OF PLAT T7�� TYPICAL SECTION 60' LOCAL STREET MMI CURB FACE A E3 n STD. NO. 105, MODIFIED SECTION C (SIDEWALK TO BE CURB ADJACENT) "N 70 ONSIIF 29 ----o ELEV. T.1.=5.5 R-VALUE=50 PER PEM GEOTECHNICAL SOILS REPORT DATED APRIL 8, 2016 - R/W - --R/W— - """' -' N () w NOT 717 SCALE B 8 ELEV. �► v SLOPE 7D DRAIN ZX MIN. A LI ~ ,� :,.:.:: ;.,v °.., .•L• 6" CURB V ic •SIDEW ..:':'..'~ ' ' SIDEWi4L•K �::'''a: ':.•:. ;. sEcnoN A -A CURB RAMP DETAIL PER STD. NO. 403 CASE 'A" NOT TO SCALE z a:. •. Z N ;''• ''fLO►Y LINE% RB &GUTTER. ..FLOW 10' 20' 10' ,,. <c to A 4 DRAIN OUTLET DETAIL Z 2 N.T.S. Z) � 0 UNDER SILAEWA K DRNN TO BE CONSTRUCTED ® CHECKERED PLATE SHALL BE GkVAN120 STEEL, 6' MIN. w AT 90. VARA1 M FROM 90' REQUIRE 1H£ MAXIMUM WIDTH 36'. m APPROVAL OF THE LNRECTOR OF TRANSPORTATION. `t O5 FASTEN WW 1/4' 04RSE-THRED COUNTERSING O2 SLOPE TO DMN TO ONE SIDE. SIDEWALK AFTER FABRICATION ~`FIXED OBJECT uj CL 001 1/2' X 1 1/2' X 1/4' IV FRAME WITH 3/8' X 1/4' SIEEL STRIP WELDED 70 FRAME. z wADA CLEARANCE DE TAIL CURB & GUTTE m Z SIDEWALK TO MAINTAIN 60' CLEARANCE AROUND ALL FIXED OBJEC7S INCLUDING BUT NOT LIMITED TO, Ir O of 0 Gl RTH- STREET LIGHTS, FIRE HYDRANTS, SIGNS, TYPICAL ALL LOC477ONS COUNTY DR. 'BENCHMARK SHEET NO. >- " OFESSIo 40810 CENTER t TRACT NO. 29598—F IP NO. 050173 o WORK CONTAINED WITHIN THESE PLANS QA 44� � Baker! 4081E Coo z f— � � SHALL AN �� TTEMECULA, o ' ' p F CA 92591 COUNTY OF RIVERSIDE o V to DIAL O WORKING NT PERMIT3UNNTIL �� ti b i I N T E R N A T I PHONE: (951) 676-8042 O N A L STREET PLANS BEFORE DAYS BEFORE WADING POWIT HAS BEEN ISSUED. �� No. 60132 �� MBAKERINTL.COM SCHEDULE "A» o YOU DIG W YOU DIG THE PRIVATE ENGINEER SIGNING 1HN RM IS PESfOtSI1LE flit ASS.RING n1E CONSTRUCTION PREPARED BY: J01�1 D D. TAtJtJER III R.C.E. NO. 60132 d TOLL FREE 1-800-227-2600 '�' 111LIIY W RE DESIGN tE M. IN THE EVENT GF Ll' DISWKIES ARISING AFTER OGIMIY APPMAL OR ORIN; W GI1t;JOTitN, THE °t � 1 M Iti �`� �l NOTES AND DETAILS 0 1SNTS U LL A PURL I C SERVICE BY PRIVATE ENGREER SHWL 8E IWMIRE FDR DEMINING AN ALYiPfNLE MARK BY DATE APPR . DATE F or AL1E Lj UNDERGROUND SERVICE ALERT StLtt1IDN ANKH HEVISING THE PIANS FDR APPMAL BN THE 00 Mrr. ENGINEER REVISIONS DATE % '23 SCALE: H: NINA V: F B HOME YI 0 F� E NO. CAIAITY _NIA_ W4vs yy a zz W o w z 1 obv Fes- s 1- o N ItQ Fn ry 0 0Z �V) It W o Ir v w m <t U J z W LLJ C=?) z z C7 p v F- L: o a 0 W 0 CL CL ui Q E1rrGTAfO IMP MSE, PORTION OF 10 1270 CURB RETURN PVI=1 L=40.45' 11+00 MV LEY -7 o U mj + i coKco w kQ-l'¢�zg14 o WN) N!I UNNI 1 LL 1244.7� 100,00' K 127MO I lJ PV/ 1257. IO' V. C. CURB RAMP DATA ; Da 7A 13138'45' ELEV. / 11! A �Iti 2 5.00 B orn iIi C1273.01 f S 4 10.OD 171 IX S oIo �N �Io MARK hN ±N 380.00' ENGINEER 35837' 193.76' 6 +I�n 13-98'45' 75.42- 36.87' 7 19 -._ 11+00MVt, CL I NEL ��cl:�; I 0) W ��tig-o S11u IN v n f . ti0o��� opo � SON � � •-.N IL 2.00%Z _ 100.00' V.C. 127011+00 MVC3 CURB RE -1 — r TURN of _ L=40.45 ti o/4=10.11 ('j IR" � Ql� n Lp UhN N N IXTIO 10 "CASE C" CURB RAMP DATA VALUE / Da 7A 13138'45' ELEV. / 1 817 A 11272.81 Ir; 2 5.00 B 1272.60 FS 3 150R919.on C1273.01 f S 4 10.OD 171 IX D 1274.32 TC SPRING MOUNTAIN RANCH PHASE 1 BACKBONE ROADS MS4013, IP 050030 PROP. 36' RCP SIDRM DRAIN 1 i PER RC7D IP 050173 ' SEE SHEET /2 OF IR 29598-F - S70RM DRAUN PLANS SPRING MOUNTAIN RANCH PHASE 1 BACKBONE ROADS MS4013. IP 050030 t m CJ TOP OF CURB 0 20' ELI to CIL �g �vgV !R Da 7A 13138'45' 64.24' cj Ci 9 420.00' 54112103' V �N THE PRIVATE ETGDW SIGNING TIES£ RM IS RESIMIBLE FOR ASSURING THE AxLRACY All A�PTARLITY OF THE DESIGN MM. IN TIE EVENT OF DISMANOIES ARISING AIER OUNfY APPRDV L OR MING WOR10TION, THE PRIVATE ENGNER SIMIL BE FE WIBLE FOR DENERBINING AN AOfEPTRE SOLUTION AND REVISING RE PLANS FOR APRINAL BY THE COUNTY. _ 0821'02' 7870' w w 4 �N 0821102' MARK w to CIL �g p !R Da 7A 13138'45' 64.24' cj Ci 9 420.00' 54112103' 396.09' 214.16' THE PRIVATE ETGDW SIGNING TIES£ RM IS RESIMIBLE FOR ASSURING THE AxLRACY All A�PTARLITY OF THE DESIGN MM. IN TIE EVENT OF DISMANOIES ARISING AIER OUNfY APPRDV L OR MING WOR10TION, THE PRIVATE ENGNER SIMIL BE FE WIBLE FOR DENERBINING AN AOfEPTRE SOLUTION AND REVISING RE PLANS FOR APRINAL BY THE COUNTY. _ 0821'02' 7870' TOLL FREE 0-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4 �N 0821102' MARK BY DATE 380.00' ENGINEER 35837' 193.76' 6 320.00' 13-98'45' 75.42- 36.87' 7 19 `rte-' 13118'45' ti cROU ID U 400.01' 54102'03' 377.23' QvU) 520.00' Al LTop Ji w w a CIL i•L„ t' C.B. IN r .----SHALL DIAL BEFORE 2DAW:YoY:S:W10.0:3REKF:0.I'RNEG YOU DIG NOT COMMENCE UNTIL AN ENCROAa4ENT SIT AND/OR A GRADING f ,IIT HAS BEEN ISSUED. RADIUS 280.00' Da 7A 13138'45' 64.24' mucar J2.26' 2 420.00' 54112103' 396.09' 214.16' THE PRIVATE ETGDW SIGNING TIES£ RM IS RESIMIBLE FOR ASSURING THE AxLRACY All A�PTARLITY OF THE DESIGN MM. IN TIE EVENT OF DISMANOIES ARISING AIER OUNfY APPRDV L OR MING WOR10TION, THE PRIVATE ENGNER SIMIL BE FE WIBLE FOR DENERBINING AN AOfEPTRE SOLUTION AND REVISING RE PLANS FOR APRINAL BY THE COUNTY. 540.00' 0821'02' 7870' TOLL FREE 0-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4 500.00' 0821102' MARK BY DATE 380.00' ENGINEER 35837' REVISIONS �70jfoTIr;j•'.�•7Ar,� MAE= $11 No.60132 OF C 40810 COUNTY CENTER DR., ■ ��� �' �! , N► ,i ► : SUITE 100 TEMECULA, CA 92591 PHONE: (951) 676-8042 I N T E R N A T I O N A L MBAKERINTL.COM :PREPARED BY:JOHN D. TANNER III R.C.E. NO. 60132 DATE 1 CONSTRUCTION NOTES O CONSTRUCT .25' A.C. OVER .5' A.8 (GENERAL LOCAL ROAD) PER R.C. SID NO. 104 O2 CONSTRUCT TYPE A-6 CURB i1: GUTTER PER R.C. STD NO 200 O3 CONSTRUCT CURB RAMP PER RG SID NO. 40.E CASE A O4 CONSTRUCT 4' CONCRETE SIDEWALK PER R.C. SID. Na 401 0 INSTALL STREET NAME SMN PER R.C, STD. NO: 1220, 1221. O6 CONSTRUCT CROSS GUTTER & SPANDRET.S PER R.C. SID NO. 209 O7 REMOVE BARRICADE 17 CONIRUCT UNDER SIDEWALK DRAMI PER R.C. SID 309 T8 CONTRUCT CURB RAMP PER R.0 SID 40Lti CASE C AND DETAIL ON SNEET 2 CURVE DATA Na I> RADIUS 280.00' Da 7A 13138'45' 64.24' mucar J2.26' 2 420.00' 54112103' 396.09' 214.16' (J> 540.00' 0821'02' 7870' 39.42' 4 500.00' 0821102' 7287' 36.50' 5 380.00' 54102'03' 35837' 193.76' 6 320.00' 13-98'45' 75.42- 36.87' 7 19 300.00' 13118'45' 68.83' 34.57' 8 400.01' 54102'03' 377.23' 20.96' 520.00' 0821102' 75.79' 37996' Z/ GRAPHIC SCALE (INS) 1 inch - 40 ft TRACT NO. 29598-F IP NO. 050173 SHEET NO. COUNTY OF RIVERSIDE STREET PLANS .3 SCHEDULE "A" STOCKYARD ROAD STA 11+63.22 TO STA 18+00.00 IOF 10 FOR: W. 0. COMITY KB HOME FILE NO. 9 3 k/ CURVE DATA CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A (FADING PERMIT HAS BEEN ISSUED. 1> 540.00' 3737'05' 354.54' 18.193' 2 302060' 048'40' 26237' 131.27' 3 2980.00' 04840" 251189' 129.53' 4 16 500.00' 373105' 32&28' 170.30' 5 52000' 3737'05' 417.20' 177.11' 300060' 04'5840' 26063' 130.40' 7[i LJ z --N U) w N0 tJ Q IY EL0 W V, z W z N o o O Q V) Ofz ry 0 LL.I J m OJ W (L z w w C9 z U W J O O.J o v 0 w d v n- 2w I Ld Q " alp 200.00' VC PI=2 t I TCS' (� CUM 0 20' LEFT � � f •2s �� c3= U W� g� g� �I ti: g $ ,� Mid, h m .: 15000' uc. c3 g `} cog $ cn N g N ; ` g cov4 cog cO N c� O w g g 1 g gN $g ^ w g N uQ g g F s' + } �1 ^� V7=132128g ct g� `I oN n g u�cV g+�i ` +`y `V v+ 'i `q�S 'n, �ji"`�pir" t�°" +1 N g P1=19t0(J00 v gam^ h� w + + +" moi} ," mG3 s., g^Nfs + + N N N N N Nw Nw Nw Nw Nw NwN ,,, w " Hw N N�j.� ti g N N 0,50X I 5 ti $oco. n$ M N.. - - _ - -- _ I t3 g m' 250[!0' KC LES!` - - PW 1334. � •gNCpi g� w1w 200.00' VC. '. ^ co PVJ=13312 C// m �i —i �i '' c'5 m c3� T ti chi �i '�i v —I �+tu -3 �i Cj .w U Lu -j �� ti c,. ti Ci g� $� gN g ghga� g g� d -I C5 v g � V Fs �'� $N g^ o gN �� r�gwcog`o N g�, g I 1 00 V.� � � g� g^ 8N ^� gw w�'gN $� gN, gr; .� � +�, PW=13212 g N ^S + + �°`' w � Pl=19tO�i�� N Nr� N�N N Nw Nw N`` Nw Nw Nw N N�`N Nw rywI C41 0 g O M N wy�r [//.�S ,/ j j _ (1.50.: — _— I 7.tJwo __- i g gN 11 P =1334.5 ! + ^' - "20000' �C TOP OF CURB 0 20' ------ PVN=1331.25 U �ci c3 c3 Ci m�W'�� Cj ti --- Pi 2rt0000 CIS cis g~ $ g~ g� ggmg�gg 15000 VC. PV7=1322 i; $ � �v $" g ,q ow' , cm ni g c`I + +,•i 'cs ""c5 r ' + + �5 ^ N �" I C. Ll g^ gppw^ �^I, w.' g^ NN "5 w !� �• � Nw Nw Nw gN N N o.50X aa cc g g +N Nwwo 9 ell IN) AFCHr gtl' Nt1j Ow+fw ww Ica'%4 + N 5.ODx n� g^ 1 DE" 898S> 30 + w I 1t9�/7 I I PROFILE SCALE:' HORIZ• 1 "=40' VERT. 1 "=8' N+Cv 2Of00 2HW 22+0'0 23+00 24+00 25+00 26+00 27+00 40' S70RM DWN EASEMENT \ LINE (TO RCID) PER 7R \\ oacaa G MAW 1"D I ■ WORKING DIAL FDWAOYSWBOBEFORE BEFORE YOU DIG YOU DIG CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A (FADING PERMIT HAS BEEN ISSUED. THE PRIVATE EN6ItEER SIGNING 7Ffg PINS IS RESPONSI9:E FON AS9AMING lIf AMXARACT AND ACOTABILITY OF TIE DESIGN HX0N. IN TIE EVENT OF DISCIM KIES ARISING AFTER IXIINTY APPROVAL OR DIMING OOHS WIGN, TIE PRIVATE ENGINEER 91I&L BE FE70 SIDE FOR DETMINING AN AOQPTME WXIGN NO REVISING 1IE PANS FOR APPROVAL BY TIE OOINTY. TOLL FREE j-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MARK I BY DATE ENGINEER 40810 COUNTY CENTER QRpIESS/p4, Michael Baker SUITE 100 TEMECULA, CA 92591 PHONE: (951) 676-8042 I N T E R N A T I O N A L MBAKERINTL.COM No 60132 PREPARED BY:JOHN N D . TANNER III R . C . E . NO. 6013 REVISIONS APPR. DATE 'lF OF CAV�E�R� -- DATE COUNTY CONSTRUCTION NOTES Of CONSTRUCT .25' A.C. OYER .5' A.B. (GENERAL LOCAL ROAD) PER R.0 STD. NO. 2O CONSTRUCT TYPE A-6 CURB 8 GUTTER PER R.0 Sia Na 200 O4 CONSTRUCT 4' CONCRETE WEWALK PER R.C. STD. NO 401 GRAPHIC SCALE (DIrsirr) I inch = 40 !t TRACT NO. 29598-F IP NO. H: N/A V: N/A 'FOR: KR COUNTY OF RIVERSIDE STREET PLANS SCHEDULE "A" STOCKYARD ROAD STA 18+00.00 TO STA 27+00.00 yy 1731 SHEET NO. iii r 250.09' VC, Pik +o6Zgo i . 1 $ TOP OF CURB 0 20' LENT 1 Q I v Nw Nw N^ ��, $Ij OFCUM020'LEFI' ''" 8$ � ci I ���� v ( Na ©ti, _ it - N250.00' Vr; w ^ ci �+ $'' + 1 + 't. PVI= 334 27 Pr 2i+mon 1 ' s $ FIN3hlED 8V FACE �� � , cs1 + N 8 ~ + use s� �r\ m� c; cs .N �N w ^ 6. 6 1.4 J A w (� v RT. TC rG�! / l7 6v'7ti M-2 F R� 182 h .. . FV/SHED SURFACE + ,: N u3 $ 127325 i fi BSS '"� j Nw J "Nw' 8 � CIL E CAOU/VD �^ �- C+ SQ /NV d gA %$" _ CS + SNi ( I pias 250.00' VC ' � c°wv' IQ I I _ R ti p cs�a�i+34DhZrn ' $ EW7M GROUND 1h • seRsR w \ o m`s 8~ '-�\ r'1+�"' * awl CIL CL MR M29M-2` +' wv � �i -• 6 V • Na N w i.5 w+ �iy'. %^ $ " 4S (j �, r C$ w 4i O) n 1 Nw + $w $ Ni TOP OFCt:2©'RIC'l%" +� TOP OF CURB A 20'T �,#�$ 1, Sg ti,\ $ s*„ i VQ I Nw ppti �^ Nei $� �©� Ci 6 �yy� Lu - k - .._ g^ •vim s, ILS LT. TCPER'TR29596 2N ; w DEv B �6•gs PROFILE SCALE: X GUTTER —'',= NORIZ: 1'=40'' VERT. •- 1"=8' ( - - - ..... 27+00 28#00 29+00 - 30+00 31+00 - 32+00 33+00 34+00 35+00 36+'00 37+00 / 100 9998 CONSTRUCTION NOTES CL INTERS CT10N / 33+78,82 STOCKYARD ROAD = Ot CMIRUCT .25' A•C OVER .5' A•B• (GENER4L LOCAL ROAD) PER R.0 . STD. NO 104 97 25+4339 WALK/N BEAM DR PROP. R / TR 29598-F BOUNDARY O CONSTRUCT TYPE A-6 CURB & GUTTER PER R.G 570. NO 200 32 1 O3 CONSTRUCT CURB RAMP PER R.0 SID. NO 404 CASE A CL _- ---- 3 18 20' STORM DRAIN EASEMENT 31 � - �- -- —�� -- - 33 6 96 CONST1tUCT 4 CONCRETE SIDEWALK PER R.C.STD. NO. 4t11 LINE (TO RCTD) PER TR \ /i ? _ Yt ��, �� V/J 5O INSTALL STREET NAME SIGN PER R.C. STD. NO. 1220, 1221. 29598-F RNAL MAP "11 X / \��� O CONSTRUCT CROSS GUTTER 8 SPANDRELS PER R.C. SID. NO 209 20' STORM DRAIN EASEME7VT �C. '� � �� o � /--� �� , \ W. LINE RCTD PER 1R RECORDED \ -3D \ / 18 CWTRUCT CURB RAMP PER RX STD 403, CASE C AND DETAIL ON SNEET 2 RAM AMP � �\�\ i c $ PROP. R/W 0 � $1 4 d, 4 86 RECORDED ,� x� 1 ��• , �'� TRACT 295.- 2 \\ \: \ 6•�x } Rg 30 r'eq 2 4 29 �� a: � � 58 95 * / 85 O` .w 2 PROP. 30' RCP S1OR DRAIN LLIR � g' S2 91,/ PER �N rs 3 43 94 /% / * v+ �) W tC j 7R 29598-F STORM PLAN �r ��� / r "� w 0 ,$ 7 Ll! I 0 CLELJ z w C U M CIL 0 8 tJ z O 0 Q 0 LJ of IL r Q 0 CURVE DATA CURB RAMP DATA RADIUSNa DEL TA UNGTH TANOME 1 370.00' 5675'18' 363.28' 197.79' 2 330.00' 3977'10' 226.27' 117.79' 3 MIXOO' 5675'17' 34364' 187.10' 92 93 4 "CASE C" CURB RAMP DATA VALUE / ELEV / X A 1105.197U- 2 5 8 1284.86 FS 3 10 0011. C 1284.52 FS 4 1150 07.43X D 1284.78 7C 1 o RNOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN DIAL WO WORKING ENCROACHMENT PERMIT AND/OR A BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISStED. YOU DIG YOU DIG TFE PRIVATE ENGIREETt S19RING RfSf PIANS IS R"SPOR&I9E FRit AS3IARING TRE TOLL FREE 1-800-227-2600 A AND ACCEPTABILITY OF TRE DESIGN MM. IN RE EM OF DISQEPANCIES ARISRRG MER ORM APPRWAL OR CARING CCISRAICTICN, TIE MARK BY DATE A PUBLIC SERVICE BY PRIVATE ENOI EER WALL PE RESP(16I8.E FOR GEMINI: AN AOIEPfABE UNDERGROUND SERVICE ALERT SMICIN AND REVISING TRE RM FOR APPROVAL BY IRE CZAITY. ENGINEER 57 t 83 30' RCP ORM DRAIN (UNE '?'') PER 794CT 29598-2, lP 050172 25� AC% ECR$ 1x13 A K� STOCKYARD ROAD 11 `?BECMA U 40810 COUNTY CENTER DR., SEE SHEET 1 QR04ESS/pyUITE Baker '� ,. 100 c�D jep4""�t_ dl'Michael SSUITE 1 LA, CA 92591 h�Q� 9 6 PHONE: (951) 676-8042 N T E R N A T I O N A L MBAKERINTL.COM No. 60132 ^+ 4< � J} C I p 1 v ��� PREPARED BY: JOHN D. TAMER I I I R.C.E. NO. 60132 REVISIONS APPR. DATE �lF Epi Of Ck�l DATE 123 I SCALE:N A COI H. N A �— V: GRAPHIC SCALE 0 20 40 80 120 160 �Dt nu) 1 inch - 40 Ii TRACT NO. 29598-F IP NO. 050173 SHEETe COUNTY OF RIVERSIDE STREET PLANS 5 SCHEDULE '$A$' STOCKYARD ROAD STA 27+00.00 TO STA 34+30.64 1OF 10 OR: W.O. COUNTY KB HOME I FIILE NO. (105 l y o U) ib w w N N a. 0 w Q z Of p 0 z U) w o tr v w J m 0 W a - z `L z Ld LjjL) W LL � U z 0 a 0 L'i O O w ELQ ,y.w Ifou.w 11. O.C. fW1=1302;71 102.49' 41.04' U Ci v W ti Ci cs Ci ON CU TANGENT ci ti ti � rci Ci f: $ ~ $ g N T4ANGEEN'T n/6=1708' U c� ' �'` �' _ 'z $ P � � g ,", � ti PORTIOfI�♦OF c3 ti �`r�`"�.i $F"�yji �i►�5,. 260. Vc 1717' U V ti Qw I �9 N� 9I ^7 t �w ww ww ww PV1=13D271 0. C h : ifY Off U 1� w _ a6oi�'r'. ti M,� 0o,NWw 3,20 TOP OF Ct M . 20' LEFT ej � ~_ N �' 3,9 100.00 U.C. U $ PVJ=128.2._ 13 C., °� r � ci www•- 260.00' V.C. w NN 1fl% PUJ=13x2.67 Ci cs I p v � � � w �qOy 5 Vj• r �1 p1.:$ +wi '1 NO ww $9 �i pUg O cDl�jI„N.y.N'1• ry,hj O Oww �w waw ww C3 �(�j ON wN OE +hb^ `; RuV tib $� +o,�� _--_----____,--_ ----- - 0.60x' ExeT/NC Ca'19OtJIVD cj $N h N N w w - - - - - - - - 5.60 _ CLw+www - ©' /oP 100.00 VC. $ ' - 260.00' V.C. PVJ=1 62.57 w PUJ=1302.71 `' pp� Nv t9� IVDSUI�fFACE cicj m�© $ k 1 x oV 6Ow �F N is ACIL QUhI� �Q }'oY, .QO . �;� Ql ie� yf 6hcj :... 0.{?�}' C+J ^(Ny5 % g"SO ©^ + ww ww 8g5% 'U tiQ tig�, 8 'tea V N r 4+SN : �fS �O9 w► w ww oQ w w Q �'pjw + H ww ww ww pp V 6 �pp �$ pQ. h h '� w •pp ti$ O O ' rl'vl` ,:.i, '�• +�j `!l. mi w w w w w w OO DOJO qjZ 2 +aC Sw U VO O�p ��+ I ����ww ww Qq• .O wVnjN qj +h pN i U Ci tiQ •.�Np; "S �+ ww ww ww W1.4 U tiO 6pwgp p.•+kO %�'_ • �?-Rq98X (�.�3A/ TOP tCe�CUR20_ ' RIGW_ Tp�y � �Vppag0� Sw+A� w+4 100.00 Vc F hw �w ^0hpj w�.M.�ww D60X Q� NN _ 6 w w L 39.27, I � ! � CLAI p Rm ci 6 :2 �i o o/4=se�U� g�N uU'uu",gip" Ow R\ Ra 6 N w N •�� w ww a- QMX 00 Aofff w w O g.0 �o+oo ff+W X2+00 0+00 9+00 0 Of 00 17+00 CURVE DATA 1 2500' 90170'00' LEN, 39.27' _ TANGENT 2500' 2 1020.00' 05:3629' 99.84' 49.96' 3 110.00' 0856'38' 17.17' 8.60' 4 60.00' 9752'19' 102.49' 6&87' 5 110.00' 1073'20' 1 19.63' 9.84' 6 2020.00 045748' 174.98' 87.55' 7 1980.00' 0458'40' 17202' 86.06' 8 .3500' 77710'24' 47.04' 2784- (9) 980.00' 077733' 124.73' 6245' 10 25400' 907!0'00' I 39.27' 2500' 1000.00' 0777'33' 12728' 6,3 72' 113 55.00' 7773024' 7192' 43.75' 2000.00' 0458'40' 17175' 86.93' 1 CURB RAMP DATA VALL E ! ( ELEV I 1 1.50x A 1279.07 TC 2 4 9 127826 FS 3 7 C 1 78. 2 FS 4 1.5x D 127864 TC 6 90971 E 12V.08 FS 7 '61113 F 79 8 1' 6 f 79.10 FS 9 f.SDx H 1279.04 FS 1 CURB RAMP DATA VALt1Ei I ( ELEV I I 1.50X A 1279.49 rC 2 4 I 127&98 t5 3 7,5x C 127&97 f5 4 1.5x D 1279.-39 1C 6 9Ofi.70% E 127941 FS F 29.40 FS 1 __G 1 .36 FS 9 1.50x H 1279 31 FS �' '1 'n T NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN DIALWO WORKING ENCROACHMENT PERMIT AND/OR A BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG YOU DIG lRE PRIVATE ENGINEER SIGNING 7RE3E PLMS IS tE,SPCRSIBE FIR ASSLRINe THE TOLL FREE 1-800-227-2600 ACCLRAGY MD ACCEPTABILITY OF THE DESIGN 1,113M. IN TRE EVERT OF DIS7eANDIES ARISING AFTER OOINIY APPROVAL OR DURING CCE6RAlCTIGN, THEBY A PUBLIC SERVICE BY PRIVATE ENGINEER SIRL BE 018E FGR DETEHBNING AN ACCEPTA E DATE UNDERGROUND SERVICE ALERT nXIGN MD REVISING THE PIM FOR APPROVAL BY TIE CDUNRY. ENGINEER GRAPHIC SCALE pFESSI 40810 COUNTY CENTER DR. QR AA.,D_Y1�Michael Baker SUITE 100 �. TA99 = 591 PHONE: TEMEC( 51) 67LA, CA 68042 I N T E R N A T I O N A L MBAKERINTL.COM w NO. 6013.12 ^+ si c 1 Y 1 v PREPARED BY: JOHN D. TAMER III R.C.E. NO. 60132 REVISIONS JAPPR.1 DATE 7lF OF CIVYE�� -- COUNTY DATE I. N/A V: N/A (w') 1 inch - 40 n TRACT NO. 29598-F IP NO. 050173 SHEET NO. COUNTY OF RIVERSIDE STREET PLANS 6 SCHEDULE "A" WALKING BEAM DRIVE STA 10+00.00 TO STA 18+00.00 IOF 10 % OR I W.O. I COUNTY yy i Ci ( LfiFr .i Q- I GRAPHIC SCALE pFESSI 40810 COUNTY CENTER DR. QR AA.,D_Y1�Michael Baker SUITE 100 �. TA99 = 591 PHONE: TEMEC( 51) 67LA, CA 68042 I N T E R N A T I O N A L MBAKERINTL.COM w NO. 6013.12 ^+ si c 1 Y 1 v PREPARED BY: JOHN D. TAMER III R.C.E. NO. 60132 REVISIONS JAPPR.1 DATE 7lF OF CIVYE�� -- COUNTY DATE I. N/A V: N/A (w') 1 inch - 40 n TRACT NO. 29598-F IP NO. 050173 SHEET NO. COUNTY OF RIVERSIDE STREET PLANS 6 SCHEDULE "A" WALKING BEAM DRIVE STA 10+00.00 TO STA 18+00.00 IOF 10 % OR I W.O. I COUNTY yy LEFr <1> RADIUS 28000' Da TA 4273'20' CL T 10911' 2 25.00' _ 1300 - ._ ._.... AuhT 42.38' CURVE DATA _ �- <1> RADIUS 28000' Da TA 4273'20' Now 206.34' T 10911' 2 25.00' 9823'30" 42.38' 29.01' 3 2900' 9828'38' 42.97' 29.00' 4 15 32a00' 4273'20" 221.08 123.53' 6 2. . aoo' 4273'20" 23x81' 115.83' 0n » Z V) V LLJ pi .- r F- N a w a z N o o Q z Q V) Ee 0 H LLJ w m v J z z w Lli L) V of I LLJ IL � O U O v Q a W D ry L LL Lv a a- ct a (2> CURB RAMP DATA VALUE! VALUE DET. j ELEV j . A f 1 TC 2 4 B 1289 F5 3 7.5x C 128960 FS 4 1.5X 0 1230.81 TC 6 2. Q5L5X E 1289.07 FS 7 15'014.7X F 1289.13 FS 8 4' G 1289.15 FS 9 1 SOX H 1289,21 FS (4> CURB RAMP DATA C.S $� VALUE 6+oUi ELEV j 1 1.50X A 1286. 00 TC 2 4 8 1285.84 FS w 75xC 1285:89 FS 4 f.5x D 1287.72 TC 6 16309.5x E 1286.,36 FS ' F 286.4 FS 8 4' G 1 86- 9 1.50X H 1 86.50 FS "I 1�cc_u �twp illi ITI Fire," • "i: t a EX57 A CILcs � gag FP*%%%ED S'UI=AC A CL TOP a= CUE A 20' fN(*!% Jr a6ox (4VV•VV r.V. PW=1307.03 cj Nw Nw N�O� Nhoj N Nw Nw $'� �; 100' VC N •� $, $ ci PWJ=1 32.03 N g o ��� to us ti •`$ " ' tN� ppU - 20000' V.C. -J qr3t v ti % f V U Ci N NR N t4 1( k�pdVIIr1 (C1 Cl ( n�•. Ofw Nw lVw N t _i _ -2.7$,t•1 VwR N N" N �t^f 8 -4 100..00' WC. Q % PV= 1292.05 200.00' W.C. - _ _ n o $ v PV=1307.03Ci 6.�'! U1!—_Ot* pQO pppQ pp��• p poI.Z Itl�• r�INi SIS, OIM oI��I~ 'U N w. N w. N • 01% chw N w N wN w O iXi C .w. O'er ICT 2.7vw is s _*� 'too Ci C.S $� Li 6+oUi 'n! ti ti n tlf PRIVATE ENGINEER S16NING 1Ne'SE PLANS IS RESPOISIFIi FOR ASSUTIN6 XTOLL AIXA,W X00 ADD PIABILIIY OF TIE DESIGN MIEUN. IN RE EVENT W DISDONCIES ARISING AFTER MKIY APPMNAL OR DIKING OJr6WILN, TN PRIVATE ENGINIEN 9 * L EE NEWUNSIRE FM DERNINING AN MWTAB.E Sa U IGN AND REVISING THE RM FM N M & NY Rf CWNY. w EX57 A CILcs � gag FP*%%%ED S'UI=AC A CL TOP a= CUE A 20' fN(*!% Jr a6ox (4VV•VV r.V. PW=1307.03 cj Nw Nw N�O� Nhoj N Nw Nw $'� �; 100' VC N •� $, $ ci PWJ=1 32.03 N g o ��� to us ti •`$ " ' tN� ppU - 20000' V.C. -J qr3t v ti % f V U Ci N NR N t4 1( k�pdVIIr1 (C1 Cl ( n�•. Ofw Nw lVw N t _i _ -2.7$,t•1 VwR N N" N �t^f 8 -4 100..00' WC. Q % PV= 1292.05 200.00' W.C. - _ _ n o $ v PV=1307.03Ci 6.�'! U1!—_Ot* pQO pppQ pp��• p poI.Z Itl�• r�INi SIS, OIM oI��I~ 'U N w. N w. N • 01% chw N w N wN w O iXi C .w. O'er ICT 2.7vw is s _*� 'too p$p� C.S $� N� MH 6+oUi 'n! ti n tlf PRIVATE ENGINEER S16NING 1Ne'SE PLANS IS RESPOISIFIi FOR ASSUTIN6 XTOLL AIXA,W X00 ADD PIABILIIY OF TIE DESIGN MIEUN. IN RE EVENT W DISDONCIES ARISING AFTER MKIY APPMNAL OR DIKING OJr6WILN, TN PRIVATE ENGINIEN 9 * L EE NEWUNSIRE FM DERNINING AN MWTAB.E Sa U IGN AND REVISING THE RM FM N M & NY Rf CWNY. -2.78X i it a - - - w0 ti n tlf PRIVATE ENGINEER S16NING 1Ne'SE PLANS IS RESPOISIFIi FOR ASSUTIN6 XTOLL AIXA,W X00 ADD PIABILIIY OF TIE DESIGN MIEUN. IN RE EVENT W DISDONCIES ARISING AFTER MKIY APPMNAL OR DIKING OJr6WILN, TN PRIVATE ENGINIEN 9 * L EE NEWUNSIRE FM DERNINING AN MWTAB.E Sa U IGN AND REVISING THE RM FM N M & NY Rf CWNY. nw RGW MARK _ PROFILE SCALE.' DATE HORIZ: 1"--40' VERT 1 "=8' CONSTRUCTION NOTES 01 CONSTRUCT .25' Aa OVER .5' a.9 (GENERAL LOCAL R04D) PER R.c STD. NO. 104 RUCT TYPE A-6 CURB & GUTTER PER R.G STD. NO 200 RUCT CURB RAMP PER R.c STD. NO. 40..E CASE A RUCT 4' CONCRETE SADEWALK PER RX, SID. NO. 401 L STREET NAME 90 PER R.C. SID NO. 1220, 1221. RUCT CROSS GUTTER 9 SPANDRELS PER R.0 STD. Na 209 ......--• ........ DIAL WO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. tlf PRIVATE ENGINEER S16NING 1Ne'SE PLANS IS RESPOISIFIi FOR ASSUTIN6 XTOLL AIXA,W X00 ADD PIABILIIY OF TIE DESIGN MIEUN. IN RE EVENT W DISDONCIES ARISING AFTER MKIY APPMNAL OR DIKING OJr6WILN, TN PRIVATE ENGINIEN 9 * L EE NEWUNSIRE FM DERNINING AN MWTAB.E Sa U IGN AND REVISING THE RM FM N M & NY Rf CWNY. MARK _ BY DATE ENGINEER REVISIONS WALKING BEAM DRIVE Zi k No. 60132 APPR. DATE f OF C COUNTY 40810 COUNTY CENTER DR., .,71 r j ! , : ► wZ SUITE 100 TEMECULA, CA 92591 PHONE: (951) 676-8042 1 N T E R N A T 1 0 N A L MBAKERINTL.COM 'REPARED BY: JOHN D. TANNER III R.C.E. NO. 60132 DATE 112-311?' GRAPHIC SCALE (w) 1 Inch = 40 ft TRACT NO. 29598-F IP NO. 050173 SHEET NO. COUNTY OF RIVERSIDE STREET PLANS SCHEDULE '$A$$ WALKING BEAM DRIVE STA 18+00.00 TO STA 25+43.39 JOF 10 SH FOR: W. 0. COUNTY H: _ N A V: N/A KB HOME FILE NO. 9fo3yy CURVE DATA No. VALUE j TA EIEC{ j TAAMT 25.00' <1> 25.00' 90370'00' 39.27' 2 320.00' 15#2'13` 87.71' 44.13' 3 28N200' 15 #2'13" 76.74' 3861' 4 25.00' 90370'00" 39.27' 25.00' 5 300.00' 154213' 82.23' 41.37' o r Z cD 1 N U Li N N ry IL ,,, w Q Z N 0 Z � v~i z CD LLI o LLI J m v J CIL z0- z I,1 LIJryZ Ljj 0 U r Z) 4v 0 Lv 0U L) d w IL Q 1 CURB RAMP DATA VALUE j EIEC{ j 1 1.50X A 1274.0 TC 2 4 B 1271.81 F5 3 ZSX C 1271.76 FS 4 1.5X D 1272.01 TC 6 15 NM4.8.S' E 127234 FS 7 63' F 1272.9 F5 8 4 C 1272 9 1.50.`W N f 72 37 _K4y CURB RAMP DATA VALUE j ELEV j 1.5m A 1270.99 7V 2 4 B 1269.11 FS 3 7,5X C 1269.05 FS 4 1.5x D 1269.26 TC 6 150125:r E 1269.64 Fs 7 8 . 227' 5% 4 F G 1?6.58 FS , 1269.7 9 1.50' H 11269.66 F5 Em m I x/4-9 82' _ W r, 3.10X EXA57M C RWND . CIL 3.10X Z.OYiX 446—X SI D ACE w CIL STOP OF CURB w 20' A/4--9.82' OF _ :C. 30 o _ Wti �es�1�7 + R +^. AE6 I \N GRAPHIC SCALE IRON RAIL DRIVE NOTE:SEE SHEET 1 40810 COUNTY CENTER DR., WORK CONTAINED WITHIN THESE PLANS Q�%vEssjoy Michael i •+ _ SUITE 100 SHALL NOT COMMENCE UNTIL AN �Q�O �'1 t �9� 591 PHONE: TEMECULA, 67CA 8 8042 ENCROACHMENT PERMIT AND/ORA�� '� I N T E R N A T I O N A L MBAKERINTL.COM GRADING PERMIT HAS BEEN ISSUED. .60132 THE PRIVATE ENGINEER SIGNING THU PIANS IS REMIGE FOR ASSRlRING X ARIIRWf AND AOkPIABILITY RF THE O;SIGN KIM. IN THE EVENT OF f! �! Y 1� a�� PREPARED BY: JOHN D. TANNER III R . C . E . NO. 60132 DISOUN CIES ARISING AFTER OVITY APPROVAL OR ORING OlaTAIVIGN, TLE MARK BY DATE APPR. DATE �TF OF C A�ZF�� DATE 2 /7, SCAL : PRIVATE ENGIM SHALL BE RESPGSIBE FOR DETERMINING AN ACUTM E REVISIONS MAITIRN Aro REVISRC TIE Feta PGR APPROVAL BY IW COL11 Y. ENGINEER COUNTY (ni') I inch = 40 tt TRACT NO. 29598—F IP NO. 050173 SHEET NO. COUNTY OF RIVERSIDE STREET PLANS SCHEDULE "A" IRON RAIL DRIVE STA 10+00.00 TO STA 17+00.00 OF 1© Sf FOR W. 0. C�INTY H: ___NLA_ V: N A KB HOME FILE NO. 9V / y 5 "CASE C' CURB RAMP DATA VALUE j FLEK j f 2 5.00 B 127& 19 FS .# _7.00 N�i77fX' C 1278,16 F5 4 6.00.7.67 D 1?7182 TC Em m I x/4-9 82' _ W r, 3.10X EXA57M C RWND . CIL 3.10X Z.OYiX 446—X SI D ACE w CIL STOP OF CURB w 20' A/4--9.82' OF _ :C. 30 o _ Wti �es�1�7 + R +^. AE6 I \N GRAPHIC SCALE IRON RAIL DRIVE NOTE:SEE SHEET 1 40810 COUNTY CENTER DR., WORK CONTAINED WITHIN THESE PLANS Q�%vEssjoy Michael i •+ _ SUITE 100 SHALL NOT COMMENCE UNTIL AN �Q�O �'1 t �9� 591 PHONE: TEMECULA, 67CA 8 8042 ENCROACHMENT PERMIT AND/ORA�� '� I N T E R N A T I O N A L MBAKERINTL.COM GRADING PERMIT HAS BEEN ISSUED. .60132 THE PRIVATE ENGINEER SIGNING THU PIANS IS REMIGE FOR ASSRlRING X ARIIRWf AND AOkPIABILITY RF THE O;SIGN KIM. IN THE EVENT OF f! �! Y 1� a�� PREPARED BY: JOHN D. TANNER III R . C . E . NO. 60132 DISOUN CIES ARISING AFTER OVITY APPROVAL OR ORING OlaTAIVIGN, TLE MARK BY DATE APPR. DATE �TF OF C A�ZF�� DATE 2 /7, SCAL : PRIVATE ENGIM SHALL BE RESPGSIBE FOR DETERMINING AN ACUTM E REVISIONS MAITIRN Aro REVISRC TIE Feta PGR APPROVAL BY IW COL11 Y. ENGINEER COUNTY (ni') I inch = 40 tt TRACT NO. 29598—F IP NO. 050173 SHEET NO. COUNTY OF RIVERSIDE STREET PLANS SCHEDULE "A" IRON RAIL DRIVE STA 10+00.00 TO STA 17+00.00 OF 1© Sf FOR W. 0. C�INTY H: ___NLA_ V: N A KB HOME FILE NO. 9V / y 0n z 0 ALLJ ry w LJ a Nry p Q Z Q ,_ V) az IJJof 8w J [EI Q CJ J z Q z ~ Li aLi m_ z V) LLI 0- � U j 0 o w i tL vCILz CURVE DATA 1 RADIUS 331L00' M T 30.12' 102553' 60.06 2 370.00' 1075'53' 67.36' 3177' 3 35Q00' 107553' 6172' 31.95' MD D IAL WO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Tl�OFCi/?A20'LEFT� g ts NZ cs ig ^ ppw wNw _- N ©NN w N pN w N Im L.EFI I i 100.00' KC. i EX/S7M GROUND PVf 12 .9'1 CIL J J p S p© © py. ptp N�� go gam; Igoe gw +� +aNiN;r Indf+11 1004 w �wC14 Ofw ww--- s Nw C4 .R• ----- ------0.605 CL FiNSHED SUJFACE CIL 100.00' w s5 1 I i TOP OF CbM 20' RIGHT a v ie ^ g g �i2 $p©g go + d p+ dN. ^4i hw ,Qp©w ^1^ ww Nw Nw Nw Nw Nw ,...N Iww ... Nw 0.6o5 AVCHT I 1 DESIGN $PEED = 30 MPH i i I i 17+00 18+00 W00 20f00 2H•00 2.2+00 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGNReEiR SI9NNG THESE PLA& IS REWMIGLE FOR ASSLIRING THE AMRAM AND AOCEPTABILITY RF THE DESIGN 111M. IN THE EVENT DF DIS(R€PNRCIES ARISING AFTER Ri1li1TY OWL OR MPG Cttb'I ,10N, THE �� BY DATE PRIVATE ENGINEER SHAII HE RE MIELE FGR DETEmINING AN AGQPTAB E ZN11R AND REVISING THE RM FOR AIRMAIL BY TW CUP. ENGINEER IRON RAIL DRIVE QapfI S I "KI, No. 60132 f,^� 49 REVISIONS APPR. I DATE f Of C COUNTY 40810 COUNTY CENTER �•, r , ��' '� _SUITE 100 TEM CU LA, CA 92591 PHONE: (951) 676-8042 INTERNATIO N A L MBAKERINTL.COM 'REPARED BY:JOHN D. TANNER III R.C.E. NO. 6013 DATE i ?✓ f F CONSTRUCTION NOTES Ot CONSIRUCT .25' AX, OVER .5' A.& (6E9RAL LOCAL ROAD) PER R C, SIR NO. O CONSTRUCT TYPE A-6 CURB & GUTIER PFR RQ STD. N0. 200 4U CONSTRUCT 4' CONCRETE SIDEWALK PER RG SID NO. 401 GRAPHIC SCALE (IN MT) I inch ® 44D R TRACT NO. 29598-F IP NO. 050173 SHEETS COUNTY OF RIVERSIDE STREET PLANS 9 SCHEDULE "A" IRON RAIL DRIVE STA 17+00.00 TO STA 23+00.00 OF 1 D FOR: W.0. COUNTY H: N/A V: N/A KB HOME I FILE NO. yy CURVE DATA CURS RAMP DATA RADW v 190.59' T 9603' <1> 331,100' 33'05'24' 2 320.00' 1055'59' 61.06' 30.62' <3> 25.00' 88:3134" 3663' 24.37' <4> 2500'' 857550' 37.20' 2301' 5 28000' 1035'59' 5343' 26.80' 6 370.00' MU5'24' 213.69' 109.92' 7 350.00' 33705'24' 202.14' 10397' 8 300.00' 1055'59' 57.25' 1 2671' 1112 z 0 V) w IN IL c V) p A Z Q U) V) z z o w J mm U e --f wR:z < z w LLI bi 0 U OU Q 0 W © ' C) fD_ wJ:""qq 0- w m 3 CURS RAMP DATA VALUE / v ELEV. / 1 1. A 128588 IV 2 4 8 126558 f'S 3 7.5X C 1265.64 FS 4 1.5X D 1267.76 TC 6 2.94 0.9 5X E 126611 FS 7 15-ftIX F 128617 FT 8 4 0 126619 9 1.50X H 126625 F5 (4> CURB RAMP DATA VALUE /' v a". j f 1.50X A 1216135-M 4 8 126332 FS 3 Z5X C 126338 FS 4 1.5X D 1265.19 TC 138W. 5X E 126.185 FS 7 t5' IX F 16391 FS 1RR T 4' N R FS 91 1.50X -.L.12,63.93 H 1263.99 FS A e- ® rIlk e e ®ee .ee CL I g TOP 0F CURB • 20' LEFT u v 8~ _. � --� N, tm NN } tLv NR g r gp v a0. _. d --� N, A A C/L TOP OF CB * 20' 23+00 24+00 SPEED = 30 MPH 25+00 n r. r � q a0. _. d --� N, tm n r. .i I---.:... _f c L.Lr-i, a0. _. d --� N, tm } tLv NR .i I---.:... _f gV�,� c L.Lr-i, a0. _. d --� N, tm } tLv ti 1RR T N R gV�,� —. L.Lr-i, a0. _. b --� N, 12,x' pZ-is'X0 NELWORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN FTM i AND/OR GRADING PERMIT HAS BEEN ISSLED. o v,r a. s• of ....k P• f es . •_ f ., a . -aa• 'a:'f .: r P r era• m�� �f f , �, f' PP • CONSTRUCTION NOTES Oi CONSTRUCT .25' A.Q. OVER .5' A.B. (GENERAL LOCAL ROAD) PER R.C. STD NO, 104 2Q CONSiIWT TYPE A-6 CURB & GUTTER PER R.C. STD Na 200 3O CONSTRUCT CURB RAMP PER R.C. STD NO. 404 CASE A O CONSTRUCT 4' CONCRETE SIDEWALK PER R.C. STD. N0. 401 0 INSTALL STREET NAME SIGN PER R.C, STD NO. 1220, 1221. 6O CONSTRUCT CROSS GUTTER x SPANDRELS PER R.C. STD NO 209 GRAPHIC SCALE (INS) IRON RAIL DRIVE l inch _ 40 ft 40810 COUNTY CENTER DR., BENCHMARK MEET N Q�uEEss�op MichaelBakerSUITE 10o SEE SHEI=1 1 TRACT N(0� . 29598—F IP N0. 050173 PHONE: LA, C 92591 COUNTY OF RIVERSIDE y 10 I N T E R N A T I O N A L MBAKERINTL.COM STREET PLANS No.960132 SCHEDULE "A IRON RAIL DRIVE REVISIONS APPR. DATE rl'TF RREPARED BY: JOHN D. TANNER III R.C.E. NO. 0132 STA 23+00.00 TO STA 28+17.60 OF 10 COUNTY DATE or CkSCALE: H. N A V N/A tFOR- HOME W O FILETNO. (0yy Z-' Z W Y n d N crs a J d 0 r - w OD N N w a —. L.Lr-i, a0. _. b tm } tLv ti 1RR T _. vN� 1230 h ' PROFILE SCALE. 'AN_ HORTZ. 1'-40' -685% VERT 1'=8' NELWORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN FTM i AND/OR GRADING PERMIT HAS BEEN ISSLED. o v,r a. s• of ....k P• f es . •_ f ., a . -aa• 'a:'f .: r P r era• m�� �f f , �, f' PP • CONSTRUCTION NOTES Oi CONSTRUCT .25' A.Q. OVER .5' A.B. (GENERAL LOCAL ROAD) PER R.C. STD NO, 104 2Q CONSiIWT TYPE A-6 CURB & GUTTER PER R.C. STD Na 200 3O CONSTRUCT CURB RAMP PER R.C. STD NO. 404 CASE A O CONSTRUCT 4' CONCRETE SIDEWALK PER R.C. STD. N0. 401 0 INSTALL STREET NAME SIGN PER R.C, STD NO. 1220, 1221. 6O CONSTRUCT CROSS GUTTER x SPANDRELS PER R.C. STD NO 209 GRAPHIC SCALE (INS) IRON RAIL DRIVE l inch _ 40 ft 40810 COUNTY CENTER DR., BENCHMARK MEET N Q�uEEss�op MichaelBakerSUITE 10o SEE SHEI=1 1 TRACT N(0� . 29598—F IP N0. 050173 PHONE: LA, C 92591 COUNTY OF RIVERSIDE y 10 I N T E R N A T I O N A L MBAKERINTL.COM STREET PLANS No.960132 SCHEDULE "A IRON RAIL DRIVE REVISIONS APPR. DATE rl'TF RREPARED BY: JOHN D. TANNER III R.C.E. NO. 0132 STA 23+00.00 TO STA 28+17.60 OF 10 COUNTY DATE or CkSCALE: H. N A V N/A tFOR- HOME W O FILETNO. (0yy Z-' Z W Y n d N crs a J d 0 r - w OD N N w a