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967k_sppGENERAL NOTES." Z7 N. SHERIDAN ST SU1,T-F 117 LOS ANGELES, CA 90010 1. IT SHALL BE THE RESPONSIBILITY OF THE DCVELOPERIOWNER OR lj. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE FARRIS HADDAD, P.E. CONTRACTOR TO APDL Y TO THE RIVERSIDE COUNTY FARRISHWAENGINEERING. COM APPROVED STREET LIGHTING PLAN. lZ N -�y TRANSPORTA77ON DEPARTMENT PERMIT SECTION, FOR AN 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE CENTERLINE` ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC END OF CURVE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD F/VD OF CURS RETURN RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND RT IMPROVEMENTS 70 CENTERLINE, AND MAY BE REQUIRED TO END OF" VERTICAL CURVE TO BE RESPONSIBLE FOR SA77SFACTORY COMPLIANCE FOR ALL co RECONSTTIUCT FX1571NG PAVEMENT, INCLUDING BASE AND FINISH STs RFA CE CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE Of' GAS MATCHING OVERLAY REQUIRED TO MEET THE STRUC7URAL GRADE BREAK CONSTYUCTION ACTIW77ES FOR THIS PROJECT ADDITIONAL S77JDIES MIDDLE OF CURVE STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX MANHOLE ANDIOR PERMITS MAY BE REQUIRED. 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES 2. THE CONTRACTORIDEVELOPER SHALL BE RESPONSIBLE FOR 771E OR ASSURING THE A CCURA C Y ANO A CCEP TA, -?Il / T Y OF THE DAYS DESICAl HEREON. W THE EVENT 0' DISCAEPANCIES ARISING MAY BE INSTALLED WNHIN PARKWAYS ON LOCAL RESIDENTIAL PROPERTY LINE CLEARING OF 77,E WORK AREA, AND RELOCATION COSTS OF ALL Cc AFTER COUNTY APPHOVAL OR Dt�,INC CONSTRUCT70N, THE STREETS WITHOUT SEPARATE PLANS, ALL OTHER TYPES OF POINT OF VERTICAL.INTERSECTION EXISTING UTILITIES THIS INCLUDES UNDERGROUNDING OF EXISTING TOLL FREE PPl VA TF FIVONEE/z,' SHALL BE RESPONISIBLF FOR DTE MINIA'6' LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING -061 ALL gagman= OVERHEAD LINES ALONG PHE PROJECT FRONTAGE AS REQUIRED BY A PUBLIC SERVICE BY AN ACCEPIA311 SOLUTION AND REVISPVC THE PLANS FOR OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS, THE CONDITIONS OF APPROVAL. PERMITTEE MUST INFORM COUNTY UNDERGROUND SERMCE ALERT APPROVAL By TNT- COUNTY ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE ? -i r `o'-,� 7V -/ 1 .moi -fl V OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR 70 COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES DATED BEGINNING OF CONSTRUCTION. OCTOBER 2009. PHONE (951) 955-6885 116, ANY PRIVATE DRAINAGE .FACILITIES SHOW ON THESE PLANS NOT J. THE DE4V`LOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO PART OF THIS PROJECT ARE FOR INFORMA77ON ONLY BY SIGNING COUNTY STANDARD NO. 1220, 1.221 AND 1222. THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE 4, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE PRIVATE FACIL17IFS IS IMPLIED OR INTENDED BY THE RIVERSIDL RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT COUNTY TRANSPORTATION DEPARTMENT STANDARDS AND SPECIRCARONS. LATEST EDITION, COUNTY 17 A. CONS77PUCTION PROJECTS MUST OBTAIN A NATIONAL ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS, POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDE�) PER""T. 5, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO N07IFY OWNERSIDEVELOPERS ARE REQUIRED TO FILE A N077CE OF INTENT` THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS (NOI) WTH THE STATE WATER RESOURCES CONTROL BOARD REQUIRED BY RIVE-RSIDE COUNTY ORDINANCE NO. 461. IF (SWRCB), PREPARE A STORM WATER POLLU77ON PREVENTION PLAN CONSIRUCTION CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING (SWPPP) AND MONITORING PLAN FOR THE SITE CENTERLINE OF RIGHT-OF-141AY PRIOR TO ROAD CONSTRUCTION, 8. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE PROVIDE THE COUNTY A COPY OF THE N01 WITH A VALID WDID POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE NUMBER, REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLAROX, SURVEYOR PURSUANT TO SECTION 8771 OF THE BUSINESS & OF ADD1770NAL SIGNS AND MARKINGS NOT INCLUDED IN THE PROFESSIONAL CODE. SURVEY POINTS DESTROYED DURING SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR Oh' CONSTRUCTION SHALL BE RESET, AND A SECOND CORNER RECORD ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE OF THE IMPROVEMENTS TO IMPROVE TRAFFIC SAFETY ON THC ROADS UNDER THE 6. ALL UNDERGROUND FACILITES, WITH LATERALS, SHALL BE /N JURISDICTION OF DEVELOPER PLACE PRIOR TO PAVING TqE STREET, INCLUDING, BUT NOT LIMITED ig. R- ETI E vF i q To BE EXISTING STORM DRAIN pjpE,,�ICUIIS *I TO, THE FOLLOWNG: SEWER, WATER, ELECTRIC` GAS, STORM CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OF JUST IN DRAINS. THE PROJECT VICINITY) MUST BE PREPARED, ANDIOR CLEANED TO Z CURB DEPRESSION -17 AND DRIVEWAY APPROACHES WILL BE MAKE TMEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE INSTALLED AND CONSTRUCTED ACCORDINC TO COUNTY STANDARD TRANSPOR TA 77ON DEPARTMENT. NO. 206 ANDIOR NO: 207, AS DIRECTED IN 7HE FIELD. 20. IT SHALL RE THE RESPONSIBILITY OF THE DEVELOPERICONTRACTOR 8 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR TO APPLY TO RIVERSIDE COUNTY FLOOD CONTROL (RCFC) FOR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCROA1, PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO BE CONAVECrED REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT WTV A RCf`C&WCD FACILITY AND ADD PERMIT .. LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOP, jf .... ON THE PLAN. THE 7RAVELING PUBLIC AND WORKERS UN77L THE FINAL 21. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY COWRACTOR TO APPLY TO THE CITY AND OR CALIFORNIA A TRAFFIC CONTROL PLAN MUST BE SUBMITTED WITH APPROVED DEPARTMENT OF' TRANSPORTATION (CALTRAN�) FOR AN f STREET PLAN FOR REVIEW TO THE PERM/TS SEC77ON OR ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THEIR INSPECTION SEC770N (FOR MAP CASES) PRIOR TO OBTAINING AN RIGH T- OF- WA Y ENCROACHMENT PERMIT -92 ' FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RICHT-OF-31AY, 9. ALL STREET SEC770NS ARE TENTATIVE ADDITIONAL SOIL TEST3 PRO OF OF DRIVEWAY OWNER N077FICATION ISS REQUIRED PRIOR TO SHALL BE TAKEN AND MAY BE TAKEN FOR PERMIT CASES BY THE CONSTRUCTION. COUNTY AFTER ROUGH GRADING To DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARDS NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED, 10 ASPHAL 77C EMULSION IT'()G SEAL) SHALL BE APPLIED NOT LESS GLOBAL INVESTMENT AND DElELOFMENT, LLC K ENGINEERING INC, 9 WILSHIREBLVD., StAtTE 1020 5470 Z7 N. SHERIDAN ST SU1,T-F 117 LOS ANGELES, CA 90010 CORONA, CA .92880 (213) 365-00-195 (951) 279-1800 JOSEPH RIVALS? FARRIS HADDAD, P.E. JR1 V4NIOGIDLL 00. COY FARRISHWAENGINEERING. COM APN 466 -130-011 lZ N -�y GARBANI Lai Z, Qty =11.7� tz 60=4,2- CFS .. ......... APN 466 210-011, t�l tz 7-6�;R2W SECTION N07 -c: WORK CONTAINED WITHIN THESE PLANS SHALL NOT GUIDE PAGE B6911,47 & 7 ABBREVIA TIONS BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT 'I SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A Qt -14°6 CFS 4 RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY ASPHALTIC EMULSION SHALL CONFORM TO SECTION e 37, 39, AND 94 OF 7PE STA 7E STANDARD SPECIFICA 77ONS V APN 466-210--027 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN = EXCESS OF 7-x`N PERCENT Oloo15.4 CFS 12, INSTALL ShTEET TREES IN ACCORDANCE WIN ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES (CHOOSE THREE SPECIES AND NAME THEM HERE) .Q LIJ cz) 1z, co 7-6�;R2W SECTION N07 -c: WORK CONTAINED WITHIN THESE PLANS SHALL NOT GUIDE PAGE B6911,47 & 7 ABBREVIA TIONS BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN 10 1'] CL CENTERLINE` EC END OF CURVE ECR F/VD OF CURS RETURN CQ RT GRADING PERMIT HAS BEEN ISSUED. END OF" VERTICAL CURVE FL co FS FINISH STs RFA CE G GAS 6`8 G GRADE BREAK Moc MIDDLE OF CURVE MH MANHOLE THE PPL VA Ti- FNCINFER SIGNING THESE PLANS A'S /S FESPONS/Pi F MIDDLE OF VERTICAL CURVE oc c�) v �� -< E OR ASSURING THE A CCURA C Y ANO A CCEP TA, -?Il / T Y OF THE DAYS DESICAl HEREON. W THE EVENT 0' DISCAEPANCIES ARISING PL PROPERTY LINE 'S Rf Cc AFTER COUNTY APPHOVAL OR Dt�,INC CONSTRUCT70N, THE jl�� lllpjll-j� 111 1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UPLITY PIPES CON0075; OR S7RUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A .SEARCH OF AVAILABLE RECORDS. TO THD BEST OF OUR KNOVkEDGE THERE ARE NO EXIS771VG UTILITIES EXCEPT THOSE SHOW ON THESE PLANS THE CONTRACTOR IS EXPECTED TO TAKE PRECAURONARY MEASURES TO PROTECT THE UTILITY LINES ,SHOOK ON THESE DRAWINGS. THE CON7RACT0.R FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE U77LITY PIPES CONDUITS OR STRUCTURES, SHOW Of? NOT SHOWN ON THESE PLANS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SI TF CONDITIONS DURING THE COURSE OF CONSTRUC770N ON THIS PROJECT INCLUDING SAFETY OF ALL PERSONS OR PROPERTY; 7HAT THIS REQUIREMENT SHALL APPLY COIV77NUOUSLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD IRE COUNTY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECRON W174 TqE PERFORMANCE OF WORK ON IS PROJECT THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERWCE ALERT (USA) PH, 1-800-227-2600, TWO (2) WORKING DAYS PRIOR TO DIGGING. NO ENCROACHMENT PERMIT ISSUED BY THE RITC CO. TRANS, DEPT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICA770N NUMBER ISSUED BY UNDERGROUND SERVICE ALERT CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING 57REET IMPROVEMENTS THE BASIS OF REARING :FOR THIS SURVEY IS DERIVED FROM AN ONLINE POS177ONZ1VG USER SERWCE (OPUS) SOLUTION USING, THE CALIFORNIA STATE PLANE COORDINA-,F SYSTEM, CCS33, ZONE 6, BASED LOCALLY ON CONTINUOUSLY OPERA77NG REFERENCE STA77ONS (CORS) -MLFP-, -BILL", AND -P474", NAL?83(2011)EPOCH 2010.00 AS SHOW HEREON, ALL BEARINGS SHOW ON THIS MAP ARE GRID QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED 0774ERWSE GRID DISTANCES, MAY BE OBTAINED BY MUL77PlYNG THE GROUND DISTANCE BY A COMBINATION FACTOR Or 0.99-990487 CALCULA770NS ARE MADE AT CONTROL PO/NT '99" WITH COORDINATES OF N-2183209.601 (GRID) E:6295770.016 (GRID) USING AN ELEVATION OF 1461.856 (NGW298j tz 0100= k 0 CFS 5WPPP CONTACT GLOBAL INVESPIdENTAND DEVELOPMENT, ILC 3 470 WILSHIRE BLVD, SUITE 1020 LOS ANGELES, CA, 90010 (213) 365-0005 jOSE,p,q RIVANI JRI�IANI@GIDL ,LCO.COM APN 466-130-009 SOILS fNGINfER ES,f ENGINEERING SOLUTIONS 2195 f A RA DA Y A VE, SUITE K CARLSRAU, CA 92008 (760) 431-3747 JEFFREY P. BLAKE ,JBLAKk--@EE1 TIGER. COY C� C _L14 APN 466-130-038 APN 466-130-0,59 Qloo=72CFS Oic)o=26. 3 CFS04 1 LG Oloo=12.4 CFS /v Qioo=J.ZO 1FS VICINITY MAP IV 1-5 7-6�;R2W SECTION N07 -c: WORK CONTAINED WITHIN THESE PLANS SHALL NOT GUIDE PAGE B6911,47 & 7 ABBREVIA TIONS BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN 8 vo COMMENCE UIV77L AN ENCROACHMENT PERMIT ANDIOR A CL CENTERLINE` EC END OF CURVE ECR F/VD OF CURS RETURN EP RT GRADING PERMIT HAS BEEN ISSUED. END OF" VERTICAL CURVE FL co FS FINISH STs RFA CE G GAS 6`8 G GRADE BREAK Moc MIDDLE OF CURVE MH MANHOLE THE PPL VA Ti- FNCINFER SIGNING THESE PLANS A'S /S FESPONS/Pi F MIDDLE OF VERTICAL CURVE oc c�) v �� -< E OR ASSURING THE A CCURA C Y ANO A CCEP TA, -?Il / T Y OF THE DAYS DESICAl HEREON. W THE EVENT 0' DISCAEPANCIES ARISING PL PROPERTY LINE 'S Rf Cc AFTER COUNTY APPHOVAL OR Dt�,INC CONSTRUCT70N, THE pw POINT OF VERTICAL.INTERSECTION tj c:) TOLL FREE PPl VA TF FIVONEE/z,' SHALL BE RESPONISIBLF FOR DTE MINIA'6' LEGEND gagman= go ml xazmvmm TRACT BOUNDARY A PUBLIC SERVICE BY AN ACCEPIA311 SOLUTION AND REVISPVC THE PLANS FOR CENTERLINE 17ET , AINING WALL UNDERGROUND SERMCE ALERT APPROVAL By TNT- COUNTY ? -i r `o'-,� 7V -/ 1 .moi -fl V tz 0100= k 0 CFS 5WPPP CONTACT GLOBAL INVESPIdENTAND DEVELOPMENT, ILC 3 470 WILSHIRE BLVD, SUITE 1020 LOS ANGELES, CA, 90010 (213) 365-0005 jOSE,p,q RIVANI JRI�IANI@GIDL ,LCO.COM APN 466-130-009 SOILS fNGINfER ES,f ENGINEERING SOLUTIONS 2195 f A RA DA Y A VE, SUITE K CARLSRAU, CA 92008 (760) 431-3747 JEFFREY P. BLAKE ,JBLAKk--@EE1 TIGER. COY C� C _L14 APN 466-130-038 APN 466-130-0,59 Qloo=72CFS Oic)o=26. 3 CFS04 1 LG Oloo=12.4 CFS /v Qioo=J.ZO 1FS VICINITY MAP IV 1-5 7-6�;R2W SECTION 18 GUIDE PAGE B6911,47 & 7 ABBREVIA TIONS BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN 8 vo BEGINNING OF VER77CAL CURVE CL CENTERLINE` EC END OF CURVE ECR F/VD OF CURS RETURN EP EDGE OF PA V EVEN T EVC END OF" VERTICAL CURVE FL FLOW L/NE FS FINISH STs RFA CE G GAS 6`8 G GRADE BREAK Moc MIDDLE OF CURVE MH MANHOLE MVC MIDDLE OF VERTICAL CURVE oc ON CURVE PCC POINT OF COMPOUND CURVE PL PROPERTY LINE PRC POINT OF REVERSE CURS pw POINT OF VERTICAL.INTERSECTION Tc TOP OF CURB LEGEND gagman= go ml xazmvmm TRACT BOUNDARY CENTERLINE 17ET , AINING WALL 7-7 — — — — — — — --�`- 7- TOP OF SLOPE y y 2: 1 SLOPE RATIO FOE OF SL OPE ------------ EXISTING FENCE - -------- EDGE OF PA VEMEN T STORM DRAIN + STREET NAME SiGN STREET LIGHT PROPOSED ,�IW PROPOSED CURB & GUTTER PROPOSED SIDEWALK EXIS77MG RIN r I I r E,YI S TING CURB NO -------------------------- TIFICA TION5 CUTTER 5HARON' 30' 1`3` 0, CONTRACTOR SHALL NOTIFY THE FOLLOWING URLIPES OR AGENCIES AT LEAST 48 EXIS77NG SIDEWALK HOURS IN ADVANCE OF STARTING CONS 7PUC770N OR EXCA VA TION: WA Y TRACT 2948 SCALE 1"=300' F' COUNTY RANSPORT47TON OF-PARTMENT - ,951) 955FLOW DIRECRON 0 I RIVEPSht CON5TRUCT(ON SEC7701V ( -6885 CITY OF AlEN117EE F)TO#rtER C4044-AlItSfCArIONg' (g79) 748- &676 INDEX OF SHEETS E,vq?nyeEfflwq DEPARTMENT EASTERN MUNCIPAL WATEI? DISTRICT' (951) 928-J777 EXT 4291 llotlArlyliff G. -qmlrti R-ce. ffo, 4/109 DATE DIRECTOR dl' ptl&lcwoRx51 RIVERSIDE COUNTY FLOOD CONTROL 9457RICT' (800) 95.5-1200 SHEET N9 �_QqCRIPTION - C/TY ENGINEER SOUTHERN CALIFORNIA GAS CO,: (800) 272-2600 1 1 TI RL E SHELE T & INDEX MAP A 928 NSTRUCTION NOTES & DETAILS S0U7HETN CALIFORNIA EDISON CO- (9511 -8323 12 CO kIl 9 i 'oXr (800) 4212--flgg OR 811 RECOMMEA119EP BY: UNDERGROUND SERVICE ALERT (USA).' PLAN & PROFILE SHEETS I SEAL-ENGINFEER fjVGINEERING 35 N. SHERICIAN STREE T BENCHMARK (TRACT 367 85) M504325 o8ow SHEET NO. 4' ALUM. ,)/g( sTAYpED "pnc?qDr Lwwy SIPTE 117 BEACH MARK M-141-83' AT PE "T' -ORAIIA IC S RD D 11 40 0 C PON 0 6RZ AN aL R LAND PLANNING CORONll, 6ALhc WhERE, , COUNlY OF RIVER51DE HEST CUADRANT OF NE TEL 2,79-1800 IN NE SOV / 7H 50 -- IN7ER-cZ09V,35'S0U774 OF THE ffNTERLINE SCHEDULE -vA ( -4380 CY HCLLAND ROAD AIVD 40' lEST a7 THE 5UR VEYING FAX 95�) 279 - N 65931 EngineerIng, Inc. CEN011NF CF 8r?1GGS RE 4'NORTH CF SIREFT IMPROVEMENT PLAN PP,,y, 129272; --T- T RERCLA SS W TNES5 POST I 8 FOOT OE57ERL Y UP 0, 1 T1 TL f 5HEE T loF- .SEI TS DAZ0: 19801 ELEVAT(Tv.' 1429.419' pl� -y -T MfARBY DA TE DA TE �y FOR: w O. COUNTY q& RE FA N. HADDAD���� —7777: AS SHOMN COUN TY R. C, E. NO, 65931 DA TE: FILE NO, (NORTH) (SOUTH) EXISTING EXISTING R/W 88' R/w 44' 44' i 0 VARIES 8' 16' a 76' 8' VARIES D O%e" - ! I VARIES I -I 2.0%�VARI E-S 2.07. EXIS77NG GROUND "--------- MIN. MIN. EXISTING GROUND UND � ------------------_ - -------------------- ,,, 2.• 1 MAX 2.1 MAX FF51 TE ACC 55 ROAD WICKER ROAD (STA 94#50.00 TO 96#50.00) NTS MODIFIED RIVERSIDE COUNTY STD. NO. 106 T1=70, R=34, DESIGN SPEED=30 MPH (NORTH) (SOUTH) EXIS77NG EXIS77NG R/W 88' R/W 44' 44' CONS7RUC77ON VARIES VARIES 8' 16 16 8' VARIES ' " 4 4 2.0% ! 2.0% _ EXIS77NG GROUND MIN, 2 Q% r MIN � �- ExisTrNG GROUND 2.1 MAX 2.1 MAX FF51 TE ACC 55 R DAD WICKER ROA (STA 86#3113 TO 94#50.00) NTS MODIFIED RIVERSIDE COUNTY STD. NO. 106 7I=7.0, R=34, DESIGN SPEED=3O MPH (NORTH) (SOUTH) EXIS771VG EXIS77NG R/W 88, R/W 44' 44' CONS TRUC 7701V ' VARIES i 0-16 , VARIES 8' 16' 16' 8' VARIES --- i 4 4 1 2.0% - -- - 2.0% EXISTING GROUND ` MIN. 2.0Z2.0% MIN. EXIS77NG GROUND II t II-! . =11h iii --i _' i" 2 .1 MAX 2.1 MAX FF51 TE ACCE55 ROAD WICKER ROD (STA 96#50.00 TO 100+00.00) NTS MODIFIED RIVERSIDE COUNTY STD. NO, 106 T1=7.0, R=34, DESIGN SPEED=30 MPH EXISTING EXISTING R/W Rlw 100' 1 VARIES 8' 16' 16' 8' VARIES ' WHERE INHERE o ' SHOWN F SHOWN ' _2 ox _ 2.0% 2.0% _MEXISIING GROUND N.EXISTING GROUND ------------------ - _ --- q 2:1 MAX 2. 1 MAX 5 UA Tl � FF51TE ACCESS ROAD CONSTRUCT 4" AC OVER 8" AB CLASS II 108,276 SF BRIGGS ROD (STA 93#1831 TO 100¢00.00) �u 78,572 SF NTS CONSTRUCT 5.5" AC OVER 10" AB CLASS 1i 122,955 W� MODIFIED0R--34,RIVERSIDE COUNTY CONSTRUCT 4" AC OVER 8" AB CLASS 11 70,650 SF DESIGN SPEEDO MPH O 10,187 LF - CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STANDARD NO. 212 2,570 O O Q7 - � 56,000 W m CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 3,682 SF 9 - CONS7RUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO. 403 22 J 1 t1 JOIN PA VEMENT PER DETAIL HEREON 105 LF 11 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE COUNTY STANDARD "C" 11 ti REVISIONS c� SCALE. NOT TO SCALE FOR: 12 W 6 U 13 W 40 Q � Q- 5 UA Tl � O CONSTRUCT 4" AC OVER 8" AB CLASS II 108,276 SF J �u 78,572 SF J CONSTRUCT 5.5" AC OVER 10" AB CLASS 1i 122,955 W� 0- CONSTRUCT 4" AC OVER 8" AB CLASS 11 70,650 SF CONS7RUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200 10,187 LF - EXIS77NG PROPOSED R/w 60' R/w 30' 10' 8' 12' 20' 10' A 5' EXISTING GROUND 2. , ��� 6 2 2 5 2 0% 20% Q% EL CENTRO LAME (5TA 100#00.00 TO 126#40!28) NTS RIVERSIDE COUNTY STD. NO. 105, SECTION "C" 71--5.5, R=34, DESIGN SPEED=3O MPH R/W VARIES (79'-109 VARIES (20'-50) 59' s VARIES 8' 38' s VARIES ----- f EXIS77NG GROUND 9� ` 2.0% e " p nX m ?: ------------------------ ----- EX15TING GARBANI ROAD (5TA 100#00.00 TO 126#64.84) 1P18002 NTS RIVERSIDE COUNTY STD. NO. 93 71=9.0, R=34, DESIGN SPEED=55 MPH ON 74' 37' 37' 15' 22' 22' 15' 3> 5' 7, S/W 0 2.0% ON J, r� 0 2.0% LA t✓E TANA ROAD (STA 10#00.00 TO 36#48.00) / V STREET (STA 10#00!00 TO 15#04.00) NTS RIVERSIDE COUNTY STD. NO, 103, SECTION DDA" T1=70, R=34, DESIGN SPEED=35 MPH PROPOSED UL 77MA 7E R/W 100' R/w 50' 50' 18' 32' VARIES VARIES 0.5' 5' 2 Ox SS�W 21' L - (2' TO 16) - - VARIES 0 i 5 3 MPX - 2.Q% 2. 0Z 2'1 =1 _ N - -, - EXISTING GROUND , 7771"TI!=1i1 III_!I# -v�- WICKERD ROAD (STA 100#00.00 TO 1.26#71.67) ------------------------- ALONG PROJECT BOUNDARY - NTS RIVERSIDE COUNTY STD. NO. 94 77=8.5, R=34, DESIGN SPEE0=50 MPH PROPOSED PROPOSED R/W Rf w 56' R/w 28' 28' 10' 18' 18' l0' m 6' a 5' S' r SIDEWALK S//W ' S/w \'./ 5 2 2 5 2 09 2.0% 20% 2.0% 2.0% 2' MIN. OR 2' MIN. AS DIRECTED SAWCUT AND COLD PLANE REMOVE EXIST. FEATHER OVERLAY EXIST. PVM'T, PAVEMENT TO MA TCN EXIST. a -----.. ---- ----- --- _.�____ 0.10' EXIST PAVEMENT MIN. GRIND EXIST. 0.10' CONSTRUCT 0.10' THICK AC OVERLAY (@A PAVEMENT JOAN DETAIL NOT TO SCALE NEW PAVEMENT LA J IIIVV 8" C&G -11.1. III=i�I III -111 I!I-ill-I�l _i(f III „Ili III -!I II_li1 111111=.�'' LOCAL STREETS >�1%'1$0015-780022) NTS RIVERSIDE COUNTY STD. NO. 105, SECTION "A" 71=5.5, R=34, DESIGN SPEED=30 MPH CONSTRUCTION NOTE UA Tl UNIT 1D--- CONSTRUCT 4" AC OVER 8" AB CLASS II 108,276 SF J CONS7RUCT 3" AC OVER 6" AB CLASS II 78,572 SF J CONSTRUCT 5.5" AC OVER 10" AB CLASS 1i 122,955 SF 0- CONSTRUCT 4" AC OVER 8" AB CLASS 11 70,650 SF CONS7RUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200 10,187 LF - CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STANDARD NO. 212 2,570 LF Q7 - CONS7RUCT 5' WIDE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. LOCA77ON PER PLAN. 56,000 SF CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 3,682 SF 9 - CONS7RUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO. 403 22 EA 1 t1 JOIN PA VEMENT PER DETAIL HEREON 105 LF 11 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE COUNTY STANDARD "C" 11 EA REVISIONS NO. 311, CASE UNLESS OTHERWISE SHOWN SCALE. NOT TO SCALE FOR: 12 CONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STANDARD NO. 213 6 EA 13 CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 AND PARKWAY DRAIN, 40 EA MODIFIED PER STORM DRAIN PLAN A ® RT �€ DAYS YOU DIG YOU D'G TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE:WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. SEAL -ENGINEER N. ����o¢�\S N, y9Qo F�� q - 4 No. 85931 © * * sT Clv�L ��� DATE 9T�QFCAt�F ENGINEERING 357 N. SHERIDAN STREET SUI TE 117 o LAND PLANNING CORONA, 951) 27H�800 92880 LAND SURVEYING FAX (951) 279-4380 Engineering, g' Inc. BENCHMARK.' SEE SHEET 1 CT 36785) MS04325 !P180025 SHEET NO. �1 VfRIVERSIDE 2 SCHEDULE "A" STREET IMPR0VEA ENT P CONSTRUCTION NOTES, DETAILS SECTIONS � OF 13 SHTS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AF7FR COUNTY APPROVAL OR DURING CONS7RUCRON, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. PREPARED 8YC:) _ MARK BY DATE REVISIONS APPR. SCALE. NOT TO SCALE FOR: W.O. COUNTY FILE NO. ENGINEER COUNTY FARRIS N. HADDAD R.C.E. N0. 65931 DA TE. ® U�owmg: �' �o4nSL51F rol \�reel !�3ecd;bone�•62.. P/N - S7 - RP - 002.,,v, Logo,„_ LON37RUCAON NOf63 OFTWL.S & SECTIONS Saved- 17/26 2018 7,-26 AM Plotted: 17126/2038 7,28 AM Sy. ��stin SoitrFvrn 01 L CURVE TA&E NO. DEL TA RADIUS LENGTH TANGENT (A> 90'05'55" J5. Do' 55.04' 35,06' �B> 89-54'05" 35.00' 54.92' 34.94' (C) 90.001001 25.00' 39.27' 25.00' 84952" 622.00' 95.87' 48.03' 8*4952" 600. 00' 92.48' 46.3,3' 8'49'52" 578.00' 89.09' 44.63' O RT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A co GRADING PERMIT HAS BEEN ISSUED. Cn Lcj �i qp__ — THE PRI VA 7F ENGINEER SIGNING THESE PLANS IS RESPONSIBLE — QQj FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE , ;� DESIGN HEREON IN THE EVENT OF DISCREPANCIES ARISING <z) cL� YOU DIG AFTER COUNTY APPROVAL OR DURING CONSIRUC770N, THE 8� c, TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DATE UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY ENGINEER R \3445251F Sb,-6R-kb ­\,525 - PLAI - ST - 6t3 -- 003—g yo, LA VEA!iANA ROAD Soved. 1112112018 1:4Y "W Plotted: 1112612018 728AM ay. Justin Sak,rkr, REVISIONS A PPR. I DATE COUNTY SEAL—ENGINEER N. , Wr_ No. 65931 fiCA N GARDNER LANE CONSTRUCT 4- AC OVER 8- AB CLASS # PER IP180015 CONSTRUCT TYPE A-6 CURB AND CUTTER PER RIVERSIDE COUNTY STANDARD NO. 200 (D_CONS7RUCT 5' WIDE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. LOCATION PER PLAN. Ammv CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 SCALE: l'--40' CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO 403 Ed 0 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE COUNTY STANDARD 0 40 80 120 160 — NO. 311, CASE "C' UNLESS OTHERWISE SHOWN ENGJIVEERING 357 N. SHERIDAN STREET BENCHMARK: (IRACT 36785) M504325 IP180025 SHEET NO. SUITE 117 LAND PLMNING CORONA, CALIFORNIA 92880 COUN7Y OF IV RSI 3 TEL. (951) 279-1800 SEE SHEET 1 5URVEYING FAX (951) 279-4J80 5CHEDULE "A Engineering, Inc. 5TREf T IMPROVEMENT PLAN PREPARED BY LA VENTANA ROAD 3oF73sH Is SCALE: H: 1"--40' V- 1 4' FOR: W, 0. COUNTY FARRIS N. HADDAD R.C.E NO. 65911 DATE.• 2_-!L_ZVf1 I I FILE NO. 28' 28 Q 70' 78' 98' _10, E5 Z c`7 W ti O x v NO. DEL TA RADIUS LENGTH TANGENT A 90 OS'S2" 35.00' 55.07' 35.09' Q B 89'51'08" 35.00' 54.89' J4.91' A NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. RT Q THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE p c� FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE kj9N DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE cz cL g PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING 24" R SD LINE PETR 367855 P P \SD PLAN SHT 8 > 12 -IASE 2' PROPOSED R 'wl q i m LMS 0 — -- — -/ — — _ _— - / _ — R' 4 Z A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK I BY I DATE Q Q UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. ENGINEER rS �Fnol�Screei �8ockbnne�52.5 — PLN — ST — 9S — 005drir7 Lcyom`.: LA V9CTANA ROAD Saved; 171121,12018 1:45 PM Rioted: 71112612018 729 AM 8y A,sto Sokokuro PROPOSED_RAW___-- _ `k 18" SO LOW FLOW 2 1 T PER„1"R 36785 PHASE 2 SO PLAN SHT 28 TRA C T 36785 EXISTING MAILBOX (TO Bt RELOCATED 41 'A' '.. s' i �c�� PER U$PS GUIDELINE) !. .,�I� _ I INT r: 36+48.00 LA VENTANA ROAD 113+32.45 GARBANI ROAD �i 10 — 2 , T 4 42” SO LINE 5 cs� PER TR 36:5 PHASE 2 i I SD PLAN Sit ;T 19 x R m�� _P '466-130-038 II 59' 109' CONSTRUCTION NOTES Nl R® 0— CONSTRUCT 4" AC OVER 8" AB CLASS 1I PER M54326 &._ CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200 7D-- CONSTRUCT 5' WDE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. LOCATION PER PLAN. L A VEN TA NA R" OA D10 JOIN PAVEMENT PER DETAIL ON SHEET 2 SCALE: l'--40' 11 STANDARD N0. TIER R DEPRESSION FOR URBOTHOPENIWSE NG CATCH BASIN PER RIVERSIDE COUNTY 0 40 80 120 160 12 CONSTRUCT RESIDEN77AL DRIVEWAY PER RIVERSIDE COUNTY STANDARD NO, 213 SEAL—ENGINEER ENGINEERING 357 N. SHERIDAN STREET BENCHMARK: (7RA CT 36785) MS04325 of S10 SUITE 117 N. N o�1 � o LAND PLANNING CORONA, LI FORNI A 92880 OU OF IVERSID y oz SURVEYING FAX (951) 279-4380 SEE SHEET 9 5CHEDULE A No. 65931 Engineering, Inc. 5 TREE T IMPR 0 VEMENT PLAN s� c�v�4 P ARED BY- V ,ANS ROAD REVISIONS APPR. DA TE 9rFOF CA 1 ��SCALE. _"_ , FOR: W.O. COUNTY COUNTY FARRIS N HADDAD R.C.E. NO. 65931 DAA° Z® t/® / H. 1 -40 V.' 1 =4 FILE NO. m .J OF T.3 SHTS r V v NO. DEL TA RADIUS LENGTH TANGENT A 90 OS'S2" 35.00' 55.07' 35.09' Q B 89'51'08" 35.00' 54.89' J4.91' A NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. RT Q THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE p c� FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE kj9N DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE cz cL g PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING 24" R SD LINE PETR 367855 P P \SD PLAN SHT 8 > 12 -IASE 2' PROPOSED R 'wl q i m LMS 0 — -- — -/ — — _ _— - / _ — R' 4 Z A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK I BY I DATE Q Q UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. ENGINEER rS �Fnol�Screei �8ockbnne�52.5 — PLN — ST — 9S — 005drir7 Lcyom`.: LA V9CTANA ROAD Saved; 171121,12018 1:45 PM Rioted: 71112612018 729 AM 8y A,sto Sokokuro PROPOSED_RAW___-- _ `k 18" SO LOW FLOW 2 1 T PER„1"R 36785 PHASE 2 SO PLAN SHT 28 TRA C T 36785 EXISTING MAILBOX (TO Bt RELOCATED 41 'A' '.. s' i �c�� PER U$PS GUIDELINE) !. .,�I� _ I INT r: 36+48.00 LA VENTANA ROAD 113+32.45 GARBANI ROAD �i 10 — 2 , T 4 42” SO LINE 5 cs� PER TR 36:5 PHASE 2 i I SD PLAN Sit ;T 19 x R m�� _P '466-130-038 II 59' 109' CONSTRUCTION NOTES Nl R® 0— CONSTRUCT 4" AC OVER 8" AB CLASS 1I PER M54326 &._ CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200 7D-- CONSTRUCT 5' WDE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. LOCATION PER PLAN. L A VEN TA NA R" OA D10 JOIN PAVEMENT PER DETAIL ON SHEET 2 SCALE: l'--40' 11 STANDARD N0. TIER R DEPRESSION FOR URBOTHOPENIWSE NG CATCH BASIN PER RIVERSIDE COUNTY 0 40 80 120 160 12 CONSTRUCT RESIDEN77AL DRIVEWAY PER RIVERSIDE COUNTY STANDARD NO, 213 SEAL—ENGINEER ENGINEERING 357 N. SHERIDAN STREET BENCHMARK: (7RA CT 36785) MS04325 of S10 SUITE 117 N. N o�1 � o LAND PLANNING CORONA, LI FORNI A 92880 OU OF IVERSID y oz SURVEYING FAX (951) 279-4380 SEE SHEET 9 5CHEDULE A No. 65931 Engineering, Inc. 5 TREE T IMPR 0 VEMENT PLAN s� c�v�4 P ARED BY- V ,ANS ROAD REVISIONS APPR. DA TE 9rFOF CA 1 ��SCALE. _"_ , FOR: W.O. COUNTY COUNTY FARRIS N HADDAD R.C.E. NO. 65931 DAA° Z® t/® / H. 1 -40 V.' 1 =4 FILE NO. m .J OF T.3 SHTS r 0�1 ffyy11q j q r� Q P ® I , ;. `L PSG I 21 l Q 6 P EXISTINGEE (NT - - F3 , / !._ v x ' �� Q EXISTING FENCE y �iO O ✓,, PROTECT fN PLACE, TYI � o .- _ ,.,� EXISTING "FENCE - " ? = 113f 76, OS EL CENTRO LANE , .., Dc P3 _ PRD-TECT IN PLAL'E, 771 P. Dc LLj (PRO TLCT�fN'BCdGE,, TYP,) =10+00.00"SAXTON DRIVE, W Q Q - , EXISTING /W "' = Q 2. 1 MAX X P - EXIST/NG R P �_ "`-'-- - - LI�-_ L`e; _— _ N —_-- -- X'— - - -'---'—'—ri"— _ ed�J Lll 113 c ., ., rg 14 ° _ 6 o 0 118 NO *08'58 119 0 '�, > 1 0 r `b' 1 . A L 30 SD LINE 1 18 SO LA T 1-M 2 30" SD AT 1-Kl T..� ,���° `L �- + 2 xZi 19 7 5 PER TR 36785 PHASE 1 J ,,- N ��1 ��,- A 11 1� 1l'� �1 �G PER TR 36785 PHASE 1 7 5 PER TR 36785 PHASE 1 C,. N 1� SD PLAN SHT 39.- ,�� 1� F �� F� q 4 SO PLAN SHT 12 SD PLAN SHT 40 x "� JPROPOSE vR�W g ! 10f 45.00 ECR g 1� c' 9 10 t 45.00 8CR I x - — PROP. BMP PER SO PLAN ' 18" SD L . ,r I -L c, . PROPOSED R W ' J `'' s" ---- END IMPROVEMENTS END IMPROVEMENTS - PER TR ;36785, PHASE 1 I' '-' i i A m 2 �v _ (MtlfNTAINED BY RIVERSIDE COUNTY) SD PLAN SHT12 — c4, —� - — c \— -- — °p _ TRA 7Q PROP. BMP PER SD PLAN c,r; Q o 0 0 ldfiC�/ti (MAINTAINED BY RIVERSIDE COUNTY) — — 15' 22' 22' 15' TRA C T 3678 CONSTRUCTION TSS i3 -- - c - - - - c - _ = - - ' n 37' 3T A 13 .__ EX(S-TING_J5" STEELH.P _GAS _ -__ .- 74'CONSTRUCT 3" AC OVER 6" AB CLASS II ®N DR EXISTING 30" STEEL H.P. GAS PER 1180017 5�-- CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200 IVE EXISTING 24" STEEL H.P. GAS rTOLL FREE DIAL 11M 1 \ 1 UNDERGROUND + SERVICE ALE -. �..- G-oh600. P l 4?525 �F'�nol�5treet �gvcicLo ,e ISIS - PIAI - ST - 98 - 007dwg Layout E ENT NO TE.S® ZLAN EASEMENT ONE ROD IN WIDTH, IN FAVOR OF SOUTHERN COUNTIES GAS G0, OF CALIFORNIA, A CORPORA 770N, FOR PIPE LINE PURPOSES BY DEED RECORDED JULY 1, 1949 IN BOOK 1089 PG. 304. CURVE TABLEAN EASEMENT 30' IN WIDTH, IN FAVOR OF SOUTHERN COUNTIES GAS NO. DELTA RADIUS I LENGTH I TANGENT 2 GO. OF CALIFORNIA, A CORPORATION, FOR PIPELINE PURPOSES BY DEED RECORDED JUL Y 25, 1958 IN BOOK 2307 PG. 100. A 90 00'00" 25.00' 39.27' 25.OD' ATE WORK CONTAINED WITHIN THESE PLANS SHALL NOT )MMENCE UNTIL AN ENCROACHMENT PERMIT ANDJOR A ?ADING PERMIT HAS BEEN ISSUED. E PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE W ASSURING THE ACCURACY AND ACCEPTABILITY OF THE _ :SIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING =TER COUNTY APPROVAL OR DURING CONSTRUCRON, THE ?IVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING V ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK BY DATE 'PROVAL BY THE COUNTY ENGINEER ITRO 1ANE Saved: t7127/2CF8 7:46 PU Plotteo: 7712612073 7.30 Awl 0y: Jiiscn Sakakuro REVISIONS APPR. I DATE COUNTY SEAL -ENGINEER N No. 65937 Civ+ 6D— CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STANDARD NO. 212 0— CONSTRUCT 5' WDE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. LOCA77ON PER PLAN. IANE8 — CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD N0. 209 CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO. 403 13 CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD N0. 311 AND PARKWAY DRAIN, MODIFIED PER STORM DRAIN PLAN SCALE: l'--40' 0 40 80 120 160 E�{(",/�/F�y��f�/�; 357 N, SHERIDAN STREET BENCHMARK.' �']'CT 36785) M504325 SUITE 117 p LAND PLMNING CORONA, CALIFORNIA 92880 COUN7Y FRIVERSIDE TEL. (951) 279-1800 SEE SHEET 1 5URVEYINC FAX (951) 279-4380 5CHEDIILE A Engineering, Inc. STREET IMPROV ,ENT PLAN 'REPARED BK AlG'EN /VE FARRIS M HADDAD SCALE' H: 1"--40' V, 1 "-4' FOR: W. 0. COUNTY FILE NO. ml— SHEET NO. 7 7 OF l3 SHTS >k EXISTING FENCE ,Od (PROTECT IN PLACE, TYP.) rNIJ Teti ® EXISTING DIRT DRIVEWAY �ti® 9\(�j �,' � p�lK do a SHARON /� `6J� EXIST. DRWY l.� \v (REGRADE WITH GRAVEL)��� ��Ogra 0 ®Q1 4 30 �X 95f 12.04 BRIGGS ACCESS RD 'U� 1 '� z ° W �J� z o = ExrsTTNG MAILBOXES P 1 �. a, �: DIRT DRIVEWAY EXISTING PP Q z o �`' f xi x -; ' EX/STING FENCE c?� `},o c� (RELOCA7EPER EXISTING (PROTECT IN PLACE ' ; "' x� f20 w �; n o 12.6 ) '� PROTECT IN PLACE, TYP.) � Q} �J P USPS GUIDELINE (REGRADE WITH GRAVEL) Q <n a tr) a o Q • FE -AXIS R/W IF REQUIRED)' EQUIRED - - -- - - Qi I RE -STRIPE , 1 ;<— �, - - - - - - _:._ - - - -- -- - -- - = ---- = - - - - - - `� - - -- - INT 1 rn' IN KIND, AND A x n _. �) _ 2-j .M X - - -- -'- - - -- - w J 100f 00.00 BRIGGS ACCESS ROAD - - - - - - - - - -- - ., __L A R- — - -- - - EPLACE RA - -"�------- - `, - - - - - - - - - - - - - - - - - - - -- - =86+37.13 WJCKERD ACCESS ROAD _ _X STING AC DRIVEWAY - - -''�� _ - - - w Hca / E ! MARKERS .: J - _ �w, -- � -� (PROTECT 1N PLACE) � _ / -� .� �._...Qi _ _ n %----7F -------�---- 7 �� .5� I - - I — - f 91 92 94 4 95 F _ N 47, 97 99 I C17Y OF MENIFEE 102 XL 101 - -- _ - - -- -- _ 0 �D `4Lj CW JC T10A1 I CONSTRUCTION S Cr' c9j - - .. _ \ I _-- -x r.- x --.--x - t EXISTING MAILBOX EXISTING UTIL. PEDESTJAL. - - - _- -,,-X---X-X—X- \\ p �_ AX \ I (RELOCATE PER TO BE RELOCATED N 2:1 MAX EXISJTNG UTIL. PEDESTAL. I' I ( Lu _ 2 1 M -x�-x ;�R�. _ __ D _ - - - - - - USPS"GUIDELINE 4 (TO WICKERD RD I c _ ) BE RELOCATED 5 a _ EX/S77NG FENCE I EXIST. 'DRWY Y° f=a ONREa� cn ca -. _ _ _ - - - - _ _. 1 7 1 <_. 0.6 I I 1 - - W r.- �r�,v�ttiATt�t�00 _ ! PROTECT IN PLACE x 97+05.48 BRIGGS ACCESS ROAD.: _ v ( ) i ,._: ExIsrING R/W ; Q� �� I I: EXIST DIRT DRIVEWAY _ rl, © e I ., I.... , C&G 1, x EXIST. DRWY _ `• p q _ EXIS G 6 ,:_ ;, , � , (REGRADE WITH EXISTING MAILBOX �✓ �� ,� O � G'c• '�� � Q �/ o z -- 93+54.91 BRIGGS ACCESS RD I COMPACTED BASE) �� EXISTING P 428 ® g o Cn (PROTtCT IN PLACE} TRACT 29`t 8 ,. ! (RELOCATE PER �} o w\ EXISTING CONC. S/W EXISTING RETAIN. WALL USPS GUIDELINE) Q�\® ��6 (PROTECT /N PLACE) 28° 8' 16' 16' 18112' QP \v p6� o (PROTECT IN PLACE) (PROTECT !N PLACE) Q�' v EXISTING R/W Q f WIC'KERD ROAD NO t 1 � Irf E E T N®TES.' REMOVE AND RECONSTRUCT PER PLAN °S TRUCTION NOTES SEESf-IEET'l� E.ttl.012 10' EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF PUBLIC UT/LIT/ES AND 0— CONST%?UCT 4" AC OVER 8 AB CLASS #U, VPE TttR 9Ffu0tICWORK01 EXE' r-1.90121 INCIDENTS THERETO IN FAVOR OF SOUTHERN CALIFORNIA EDISON CO. PER tWtNEER INSTRUMENT NO. 105580 RECORDED SEPTEMBER 14, 1965 &_CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200AMW C�,g� ENO,Ep 7 : 3I p�g�E a INCIDENTS THERETO IN FA OR JO' EASEMENT FOR CONSTRUCTION SOUTHERN CALIFORNIAFPUBLIC EDISON CO. PER AND 6�— CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STANDARD NO. 2P2 SCALE: 1 =40 INSTRUMENT NO. 113688 RECORDED DECEMBER 27, 1967 BRIGGS �__�._ w v �(IR 1/E Tf;�LE �; , i ° `\ J CONSTRUCT 6' WIDE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. LOCATION PER PLAN. �u 40' EASEMENT FOR PUBLIC UTILITIES PURPOSES IN FA OR OF SOUTHERN 0 40 80 120 160 NO. DEL TA RADIUS LENGTH TANGENT E=89-10 7" 35.00' 1 54.53' T 34.56' CALIFORNIA EDISON CO. PER INSTRUMENT NO. 39737 RECORDED APRIL 30, 1968 10 JOIN PAVEMENT PER DETAIL ON .SHEET 2 o NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. D 5JAAkzT © A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE p vMWDWC FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DAYS BM DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING p O) q, YOU YOU TIG AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING Wmo 4 A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR cc Q UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. Tl Drm Fng: 2 - PLN - SF - RB -- 009.,j ry Lnyo,t. BRIGGS RGAlJ Soved.1 6120%8 70: i8 AM Plotted: 1112612018 10:18 AM By Justin Sakaku,, SEAL -ENGINEER ENGINEERING 357 N. SHERIDAN STREET BENCHMARK ORA CT 3678.0 M504325 IPI ou SHEET NO. SUITE 117 nzu3m CC® cco LAN® PLANNING CORONA, CALIFORNIA 92880 I i�AJ, 7LL. (951) 279-1800 SEE SHEET 1 SURMING FAX (951) 279-4380 5CHEDULE A Engineering, Inc. 5 TREE T IMPR 0 VEMENT P RIGG -ii B5 ROAD 9OF �. SHTS D BY.• gTFOF CAt\F�� SCALE'„ FOR: W. 0. COUNTY FARRIS N. HADDAD R.C.E. N0. 65931 DA IE - H: 1"-40' V. 1 =4 FILE N0. 200 1� MARK BY DA TE REVISIONS APPR. DA TE ENGINEER COUNTY Drm Fng: 2 - PLN - SF - RB -- 009.,j ry Lnyo,t. BRIGGS RGAlJ Soved.1 6120%8 70: i8 AM Plotted: 1112612018 10:18 AM By Justin Sakaku,, SEAL -ENGINEER ENGINEERING 357 N. SHERIDAN STREET BENCHMARK ORA CT 3678.0 M504325 IPI ou SHEET NO. SUITE 117 nzu3m CC® cco LAN® PLANNING CORONA, CALIFORNIA 92880 I i�AJ, 7LL. (951) 279-1800 SEE SHEET 1 SURMING FAX (951) 279-4380 5CHEDULE A Engineering, Inc. 5 TREE T IMPR 0 VEMENT P RIGG -ii B5 ROAD 9OF �. SHTS D BY.• gTFOF CAt\F�� SCALE'„ FOR: W. 0. COUNTY FARRIS N. HADDAD R.C.E. N0. 65931 DA IE - H: 1"-40' V. 1 =4 FILE N0. 200 1� Y CA - CC CURVE TABLE LLj NO. DEL TA RADIUS LENGTH TANGENT FZ A 3°53'19" 968.00' 65.70' 32.86' C� B 353'19" 984.00' 66.78' 33.40' C J 53'19" 1,000.00' 6787' 33.95' W Q D 8601'02" 35.00' 52.54' 32.65' E 90195'55" 35.00' 55.04' 35.06' Od A NOTE., WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A Ui GRADING PERMIT HAS BEEN ISSUED. C7ART THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE ©v FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE BEFORE DAYS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING YOU YOU AFTER COUNTY APPROVAL OR DURING CONSTRUCRON, THE TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING LQ Q_ � A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK c a UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. Drawing: ? +,3445?5�F.o �Sfrce€�Back.;ane�525 — PLN — ST — RS -- O79. drag Lo,c f: 411CKEP0 ROAD S—ol 11121/2018 2:07 PM Platted: 1112612018 7.32 A.O' By Jushh Sok&,,,, SEMEN T NOTES: AAN EASEMENT ONE ROD IN WIDTH, IN FAVOR OF SOUTHERN COUNTIES GAS GO. OF CALIFORNIA, A CORPORATION, FOR PIPE LINE PURPOSES BY DEED RECORDED JULY 1, 1949 IN BOOK 1089 PG. 304, AN EASEMENT 30' IN WIDTH, IN FAVOR OF SOUTHERN COUNTIES GAS 2 G0. OF CALIFORNIA, A CORPORATION, FOR PIPE LINE PURPOSES BY DEED RECORDED JULY 25, 1958 /N BOOK 2307 PG. 100. am SEAL -ENGINEER PROP. BMP'S PER SD PLAN (TYP.) (MAINTAINED BY RIVERSIDE COUNTY) CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STANDARD NO. 212 CONSTRUCT 5' WIDE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. LOCATION PER PLAN. Lr )"I R OA D (D_ CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO, 403 i1 CONS7RUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE COUNTY STANDARD NO 311, CASE "C" UNLESS OTHERWISE SHOWN 13 CONS7RUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 AND PARKWAY DRAIN, MODIFIED PER STORM DRAIN PLAN ENGINEERING 357 N. SHERIDAN STREET BENCHMARK: (TM CT 36785) MS04325 SUITE 117 14h SCALE: 1`_-40' 0 40 80 120 160 I Y�V vN wo N. �< R�o�F�� o ? fl N P NINE CORONA, CALIFORNIA 92880 C' IVER51DE TEL. (951) 279-1800 SEE SHEET 1b 5URIVEYING FAX (951) 279-4380 SCHEDULE A z tz W eizz No. 65931 Engineering, Inc. 51REET IMP OV E PLAN * PREPARED BY. /KERD D i1>* ��P CtVtL �T�OFCAL�� _ SCALE._ FOR: W 0. COUNTY FARRIS N. NADDAD R.C,E. N0. 65931 DA TE.` � N. 1 -40 V 14FILE NO. BY DATE REVISIONS APPR. DATE ENGINEER COUNTY 00 uls Q) m Y CA - CC CURVE TABLE LLj NO. DEL TA RADIUS LENGTH TANGENT FZ A 3°53'19" 968.00' 65.70' 32.86' C� B 353'19" 984.00' 66.78' 33.40' C J 53'19" 1,000.00' 6787' 33.95' W Q D 8601'02" 35.00' 52.54' 32.65' E 90195'55" 35.00' 55.04' 35.06' Od A NOTE., WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A Ui GRADING PERMIT HAS BEEN ISSUED. C7ART THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE ©v FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE BEFORE DAYS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING YOU YOU AFTER COUNTY APPROVAL OR DURING CONSTRUCRON, THE TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING LQ Q_ � A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK c a UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. Drawing: ? +,3445?5�F.o �Sfrce€�Back.;ane�525 — PLN — ST — RS -- O79. drag Lo,c f: 411CKEP0 ROAD S—ol 11121/2018 2:07 PM Platted: 1112612018 7.32 A.O' By Jushh Sok&,,,, SEMEN T NOTES: AAN EASEMENT ONE ROD IN WIDTH, IN FAVOR OF SOUTHERN COUNTIES GAS GO. OF CALIFORNIA, A CORPORATION, FOR PIPE LINE PURPOSES BY DEED RECORDED JULY 1, 1949 IN BOOK 1089 PG. 304, AN EASEMENT 30' IN WIDTH, IN FAVOR OF SOUTHERN COUNTIES GAS 2 G0. OF CALIFORNIA, A CORPORATION, FOR PIPE LINE PURPOSES BY DEED RECORDED JULY 25, 1958 /N BOOK 2307 PG. 100. am SEAL -ENGINEER PROP. BMP'S PER SD PLAN (TYP.) (MAINTAINED BY RIVERSIDE COUNTY) CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STANDARD NO. 212 CONSTRUCT 5' WIDE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. LOCATION PER PLAN. Lr )"I R OA D (D_ CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO, 403 i1 CONS7RUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE COUNTY STANDARD NO 311, CASE "C" UNLESS OTHERWISE SHOWN 13 CONS7RUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 AND PARKWAY DRAIN, MODIFIED PER STORM DRAIN PLAN ENGINEERING 357 N. SHERIDAN STREET BENCHMARK: (TM CT 36785) MS04325 SUITE 117 14h SCALE: 1`_-40' 0 40 80 120 160 m 11 of 13 sHTs Fm Y�V vN wo N. �< R�o�F�� o ? fl N P NINE CORONA, CALIFORNIA 92880 C' IVER51DE TEL. (951) 279-1800 SEE SHEET 1b 5URIVEYING FAX (951) 279-4380 SCHEDULE A No. 65931 Engineering, Inc. 51REET IMP OV E PLAN * PREPARED BY. /KERD D i1>* ��P CtVtL �T�OFCAL�� _ SCALE._ FOR: W 0. COUNTY FARRIS N. NADDAD R.C,E. N0. 65931 DA TE.` � N. 1 -40 V 14FILE NO. BY DATE REVISIONS APPR. DATE ENGINEER COUNTY m 11 of 13 sHTs Fm CURVE TABLE NO. DELTA RADIUS LENGTH TANGENT 'A> 89'54'05" 35.00' 54.92' 34.94' , B '90-05,55" 3.5.00' 55.04' 35.O6' PROP. BMP'S PER SD PLAN (TYR) (MAINTAINED BY RIVERSIDE COUNTY) �- CONSTRUCT 5" WIDE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. LOCATION PER PLAN. 8�- CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO. 403 itCONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE COUNTY STANDARD NO. 311, CASE V UNLESS OTHERWISE SHOWN 13 CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 AND PARKWAY DRAIN, MODIFIED PER STORM DRAIN PLAN nnnn -1 —'I nrn nil n1 A a 1 /T 1 k% NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT p COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. D ClA® Z 2 TTHE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE RE DAYS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING YOU DIG YOU DIG AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. SEAL -ENGINEER �ROFESSio O N. y �4 ��y ��oo c� No. 55931 * * sT eivi� ��e DATE 9TFOFCA1�F°� ENGINEERING° 357 N. SHERIDAN STREET SUITE 117 (Aj1(D PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SURVEYING° FAX (951) 279-4380 Engineering, Inc. PREPARED BY - _ - `p BENCHMARK: (TRACT 36785) M504325 iP180025 Cp�c/^� �` OF I L/iJlt / SEE SHEET 1 x SCHEME A STREET {A P V ROAD PMN ACRD !✓® SHEET NO. Q f•a ` Q v �Q W m 12oF 1.3 SHTS Q W U BY DATE Q APPR. SCALE: H: 1 "=40' V.• 1 _-4' FOR: W 0. o O U FARRIS N. HADDAD R.C.E. NO. 65931 DA TS- " W Q) � Q CURVE TABLE NO. DELTA RADIUS LENGTH TANGENT 'A> 89'54'05" 35.00' 54.92' 34.94' , B '90-05,55" 3.5.00' 55.04' 35.O6' PROP. BMP'S PER SD PLAN (TYR) (MAINTAINED BY RIVERSIDE COUNTY) �- CONSTRUCT 5" WIDE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. LOCATION PER PLAN. 8�- CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO. 403 itCONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE COUNTY STANDARD NO. 311, CASE V UNLESS OTHERWISE SHOWN 13 CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 AND PARKWAY DRAIN, MODIFIED PER STORM DRAIN PLAN nnnn -1 —'I nrn nil n1 A a 1 /T 1 k% NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT p COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. D ClA® Z 2 TTHE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE RE DAYS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING YOU DIG YOU DIG AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. SEAL -ENGINEER �ROFESSio O N. y �4 ��y ��oo c� No. 55931 * * sT eivi� ��e DATE 9TFOFCA1�F°� ENGINEERING° 357 N. SHERIDAN STREET SUITE 117 (Aj1(D PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SURVEYING° FAX (951) 279-4380 Engineering, Inc. PREPARED BY - _ - `p BENCHMARK: (TRACT 36785) M504325 iP180025 Cp�c/^� �` OF I L/iJlt / SEE SHEET 1 x SCHEME A STREET {A P V ROAD PMN ACRD !✓® SHEET NO. 12oF 1.3 SHTS MARK BY DATE REVISIONS APPR. SCALE: H: 1 "=40' V.• 1 _-4' FOR: W 0. COUNTY FILE NO. q� ENGINEER COUNTY FARRIS N. HADDAD R.C.E. NO. 65931 DA TS- "