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967l_sppR APN 372-180-001 r � � CONSTRUC71ON NOTES QUANTITY UNIT 1D-- CONS7RUCT 5.5" AC OVER 11" AB CLASS II 98,670 ' i " rr i f / fw • I « f• : i G « «f. i f r `, +� r' y .. r! x ;►. + � +. Q_ ; ., ;•. r x.► f ; + 2,665 � ;. r i'; �, « r. 0— ►.► I ►r; ,i + 1. I ; 60 LF CONTRACTOR IS EXPECTED TO TAKE PRECAU770NARY MEASURES TO PROTECT THE U77LITY LINES SHOWN CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. MODIFY TO 5' WIDEE, 11,680 SF ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD N0. 209 1,215 SF (D— CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO. 403 6 EA AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17E COND177ONS JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 2 2 EA DURING THE COURSE OF CONS7RUC770N ON THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS OR CONSTRUCT METAL BEAM GUARD RAILING PER CAL TRANS STD. PLAN NO. A770,, TYPE 165. FIXED OBJECT 120 LF PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL STA77ON PER PLAN v� 10 CONSTRUCT 4" THICK CLASS If BASE ACCESS ROAD 375 SF 11 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE COUNTY STANDARD 5 EA CONNEC77ON WTH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL CALL IN A NO. 311. CASE PER PLAN - - Z 12 CONSTRUCT GUT7FR DEPRESSION PER RIVERSIDE COUNTY STANDARD N0, 311 AND PARKWAY DRAIN, 4 EA DAYS PRIOR TO DIGGING. NO ENCROACHMENT PERMIT ISSUED BY THE RIV CO. TRANS DEPT. SHALL BE r «a. �« ; I• a. � ► r' � •U WICKERD ROAD GUTTER 13 « � ►« Ix •. x rw i .r ff: f «w I ,. 40 rgir 14 INSTALL FLARED END SEC770N PER CAL TRANS STD. PLAN D94A 2 EA DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS, o v � BA51S OF 8MRING POINT OF REVERSE CURVE W PVl POINT OF VERTICAL IN7ERSEC770N THE BASIS OF BEARING FOR THIS SURVEY IS DERIVED FROM AN ONLINE PO51770NING USER SERVICE TOP OF CURB �- (OPUS) SOLU77ON USING THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83 , ZONE 6 , BASED J3 ' ALUM DISC STAMPED '%ERZE COUNTY a If SCOTT ROAD LOCALLY ON CONTINUOUSLY OPERA77NG REFERENCE STA77ONS (CORS) "MLFP" , "BILL" , AND "P474" /� r I I ; x r ; � ,►r r NAD -83(2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. 92880 INTERSECnON CF BRIGGS RD: AND HOLLAND RR QU07ED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS AS SHOWN PER THAT RECORD z IN THE SOUTHWEST QUADRANT OF THE REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE GRID INTDZECT7GiV 35' SOUTH OF THE CENTERUNE DISTANCES , MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF w ; f r'«/ f I ; 0.99990487 CALCULA77ONS ARE MADE AT CONTROL POINT "99" WITH COORDINATES OF N,•2183209.601 "f r I I i f II f f « I :� i * r /• !• f 'x wf' x r f' (GRID) E-6295770.016 (GRID) USING AN ELEVATION OF 1461.856 (NGV929 + 'I •x x I : y... ; - « ►) r -x rfs .;. ; ..r «.rr ♦ x ; r.: x x ).'«) « f r .. s_ ONOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL NOT o COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A 1 ;.. i).. , ) ' x f - , ) f - • .. f x • R ) !« I I 'r .i x j l •.%; DA TED.- 1983 ELEVA7IOV.• 1429.419' FARRIS N. HADDAD R.C.E. NO, 65931 SCALE. AS SHOWN DATE- US ow"IMUM, f . f � f r ► Ii . r'r ' /°•I )r ,. � ., ) �'� I• ._' y � ) ! ".!I ) f � " ._ i r r , r x r i i ; : a ► �." r f r i ,. « - I P I - I S D I .R • I i x. t; i// / I r l r' « ♦ « r 1. + I i; i 1. �_' W�Ml x ► . R APN 372-180-001 r � � CONSTRUC71ON NOTES QUANTITY UNIT 1D-- CONS7RUCT 5.5" AC OVER 11" AB CLASS II 98,670 SF 0- CONSTRUCT 4" AC OVER 8" AB CLASS 11 82,500 SF Q_ CONSTRUCT TYPE A-8 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 201 2,665 LF 0— CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STANDARD NO. 212 60 LF CONTRACTOR IS EXPECTED TO TAKE PRECAU770NARY MEASURES TO PROTECT THE U77LITY LINES SHOWN CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. MODIFY TO 5' WIDEE, 11,680 SF ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD N0. 209 1,215 SF (D— CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO. 403 6 EA AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17E COND177ONS JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 2 2 EA DURING THE COURSE OF CONS7RUC770N ON THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS OR CONSTRUCT METAL BEAM GUARD RAILING PER CAL TRANS STD. PLAN NO. A770,, TYPE 165. FIXED OBJECT 120 LF PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL STA77ON PER PLAN v� 10 CONSTRUCT 4" THICK CLASS If BASE ACCESS ROAD 375 SF 11 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE COUNTY STANDARD 5 EA CONNEC77ON WTH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL CALL IN A NO. 311. CASE PER PLAN - - Z 12 CONSTRUCT GUT7FR DEPRESSION PER RIVERSIDE COUNTY STANDARD N0, 311 AND PARKWAY DRAIN, 4 EA DAYS PRIOR TO DIGGING. NO ENCROACHMENT PERMIT ISSUED BY THE RIV CO. TRANS DEPT. SHALL BE MODIFIED PER STORM DRAIN PLAN WICKERD ROAD GUTTER 13 INSTALL 18" RCP (CLASS IV) 40 LF 14 INSTALL FLARED END SEC770N PER CAL TRANS STD. PLAN D94A 2 EA APN 466-130.-011 _N APN 466-130-045 APN 466-130-046 APN 466-130-009 t SHEET 3 DEET 4 � 5HEET �5 Quo-- 60.2 CFS A nn Ah It q Z Q' APN 466%-130-038 � iia ��� wi■�rr�irri: � O GRADING PERMIT HAS BEEN ISSUED. Q> 7HE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE p U FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE E DAYS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING p �o cl_ YOU DIG AFTER COUNTY APPROVAL OR DURING CONSTRUC770N, THE TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING W A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK BY DATE UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. ENGINEER fJrawmg. R 344525\<. . ,yet �Cmt>ani�5'25 - PLN - ST - GARSANI - 001.dvq Loyoof: TITLE S1EFT Saved: 17/27/2018 71:07 AM Plotted, 11126120fp 6:40 AY 9y Justin Sakckuro REVISIONS TRACT 4 LA VENTANA ROA® Q1o0=58.4 CFS QIOO*2. 3 OR NT -S I VA TEENGINEER`5 NO TICEHE CONTRA CTOR. 'p'g ®/ �p qp pg® T65, k2W, SEC77O !O SAM PROJECT SITE Q THE EXISTENCE AND LOCA770N OF ANY UNDERGROUND UT7L/TY PIPES, CONDUITS, OR S7RUC7TIRE5 Q GLOBAL INVESTMENT AND DEVELOPMENT, LLC APN 466-210-11? APN 466-210-12 W , 357 N. SHERIDAN ST. SUIT£ 117 fW O GRADING PERMIT HAS BEEN ISSUED. Q> 7HE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE p U FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE E DAYS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING p �o cl_ YOU DIG AFTER COUNTY APPROVAL OR DURING CONSTRUC770N, THE TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING W A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK BY DATE UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. ENGINEER fJrawmg. R 344525\<. . ,yet �Cmt>ani�5'25 - PLN - ST - GARSANI - 001.dvq Loyoof: TITLE S1EFT Saved: 17/27/2018 71:07 AM Plotted, 11126120fp 6:40 AY 9y Justin Sakckuro REVISIONS TRACT 4 LA VENTANA ROA® TOP OF SLOPE NT -S I VA TEENGINEER`5 NO TICEHE CONTRA CTOR. 'p'g ®/ �p qp pg® T65, k2W, SEC77O !O SAM PROJECT SITE THO GUIDE PAGE 869/A7 & 87 THE EXISTENCE AND LOCA770N OF ANY UNDERGROUND UT7L/TY PIPES, CONDUITS, OR S7RUC7TIRE5 Q GLOBAL INVESTMENT AND DEVELOPMENT, LLC E_ SHOWN ON THESE PLANS AERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR 357 N. SHERIDAN ST. SUIT£ 117 LOS ANGELES, CA 90010 c` KNOWLEDGE, THERE ARE NO EXIS771VG U77LI77ES EXCEPT THOSE SHOWN ON THESE PLANS, THE (951) 279-1800 JOSEPH RIVANI FARRIS HADDAD, P.E. CONTRACTOR IS EXPECTED TO TAKE PRECAU770NARY MEASURES TO PROTECT THE U77LITY LINES SHOWN SOILSENGINEER GARBANI ROAD ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE 2195 FARADA Y A VE:, SUITE K LOS ANGELES, CA 90010 CARLSBAD, CA 92008 U77LITY PIPES, CONDUITS OR STRUCTURES, SHOWN OR NOT SHOWN ON THESE PLANS CONTRACTOR Q JOSEPH RIVANI JERRY L. MICHAL AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17E COND177ONS p PROPOSED R/W FS DURING THE COURSE OF CONS7RUC770N ON THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS OR - - PROPOSED CURB & PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL GAS v� WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY, THE cn o OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN W CONNEC77ON WTH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL CALL IN A Q `a - - Z LOCA770N REQUEST TO UNDERGROUND SERVICE ALERT (USA) PH. 1-800-227-2600, TWO (2) WORKING MANHOLE EXIS77NG CURB & DAYS PRIOR TO DIGGING. NO ENCROACHMENT PERMIT ISSUED BY THE RIV CO. TRANS DEPT. SHALL BE MIDDLE OF VER77CAL CURVE WICKERD ROAD GUTTER VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION WICKERD ROAD a. EXISTING SIDEWALK NUMBER ISSUED BY UNDERGROUND SERVICE ALERT CARE SHOULD BE TAKEN TO PREVENT GRADED POINT OF COMPOUND CURVE , � DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS, o v � BA51S OF 8MRING POINT OF REVERSE CURVE W PVl POINT OF VERTICAL IN7ERSEC770N THE BASIS OF BEARING FOR THIS SURVEY IS DERIVED FROM AN ONLINE PO51770NING USER SERVICE TOP OF CURB �- (OPUS) SOLU77ON USING THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83 , ZONE 6 , BASED J3 ' ALUM DISC STAMPED '%ERZE COUNTY a If SCOTT ROAD LOCALLY ON CONTINUOUSLY OPERA77NG REFERENCE STA77ONS (CORS) "MLFP" , "BILL" , AND "P474" BENCH MARK M-141-83" AT THE "T' NAD -83(2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. 92880 INTERSECnON CF BRIGGS RD: AND HOLLAND RR QU07ED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS AS SHOWN PER THAT RECORD z IN THE SOUTHWEST QUADRANT OF THE REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE GRID INTDZECT7GiV 35' SOUTH OF THE CENTERUNE DISTANCES , MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF w v 0.99990487 CALCULA77ONS ARE MADE AT CONTROL POINT "99" WITH COORDINATES OF N,•2183209.601 w (GRID) E-6295770.016 (GRID) USING AN ELEVATION OF 1461.856 (NGV929 c Q>Q r .. s_ ONOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL NOT o COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A O GRADING PERMIT HAS BEEN ISSUED. Q> 7HE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE p U FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE E DAYS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING p �o cl_ YOU DIG AFTER COUNTY APPROVAL OR DURING CONSTRUC770N, THE TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING W A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK BY DATE UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. ENGINEER fJrawmg. R 344525\<. . ,yet �Cmt>ani�5'25 - PLN - ST - GARSANI - 001.dvq Loyoof: TITLE S1EFT Saved: 17/27/2018 71:07 AM Plotted, 11126120fp 6:40 AY 9y Justin Sakckuro REVISIONS TRACT 4 LA VENTANA ROA® WINpIyTY AW TOP OF SLOPE NT -S BEGINNING OF CURB RETURN 'p'g ®/ �p qp pg® T65, k2W, SEC77O !O SAM PROJECT SITE THO GUIDE PAGE 869/A7 & 87 OWNERIDEVELOPER Q GLOBAL INVESTMENT AND DEVELOPMENT, LLC E_ 3470 WILSHIRE BLVD., SUI TE 1020 357 N. SHERIDAN ST. SUIT£ 117 LOS ANGELES, CA 90010 c` (213) 365-0005 (951) 279-1800 JOSEPH RIVANI FARRIS HADDAD, P.E. PPP CONTACT SOILSENGINEER GARBANI ROAD 3470 WILSHIRE BLVD., SUIT£ 1020 2195 FARADA Y A VE:, SUITE K LOS ANGELES, CA 90010 CARLSBAD, CA 92008 (213) 365-0005 Q JOSEPH RIVANI JERRY L. MICHAL FLOW LINE JEFFREY P. BLAKE PROPOSED R/W FS FINISH SURFACE - - PROPOSED CURB & G GAS GUTTER m GRADE BREAK s C.) MIDDLE OF CURVE z:, - - EXIS77NG R/W MH MANHOLE EXIS77NG CURB & MVC MIDDLE OF VER77CAL CURVE WICKERD ROAD GUTTER c� WICKERD ROAD a. EXISTING SIDEWALK PCC POINT OF COMPOUND CURVE , PL PROPERTY LINE FLOW DIREC77ON � PRC POINT OF REVERSE CURVE W PVl POINT OF VERTICAL IN7ERSEC770N TC TOP OF CURB ENGINEERINGBENCHMARK.' 357 N. SHERIDAN STREET J3 ' ALUM DISC STAMPED '%ERZE COUNTY a If SCOTT ROAD 117 BENCH MARK M-141-83" AT THE "T' LAND PLANNING CORONA, CALIFORNIA 92880 INTERSECnON CF BRIGGS RD: AND HOLLAND RR WINpIyTY AW TOP OF SLOPE NT -S BEGINNING OF CURB RETURN 'p'g ®/ �p qp pg® T65, k2W, SEC77O !O SAM SLOPE RA TIO THO GUIDE PAGE 869/A7 & 87 OWNERIDEVELOPER ENGINEER GLOBAL INVESTMENT AND DEVELOPMENT, LLC K&A ENGINEERING INC, 3470 WILSHIRE BLVD., SUI TE 1020 357 N. SHERIDAN ST. SUIT£ 117 LOS ANGELES, CA 90010 CORONA, CA 92880 (213) 365-0005 (951) 279-1800 JOSEPH RIVANI FARRIS HADDAD, P.E. PPP CONTACT SOILSENGINEER GLOBAL INVESTMENT AND DEVELOPMENT, LLC EEI 3470 WILSHIRE BLVD., SUIT£ 1020 2195 FARADA Y A VE:, SUITE K LOS ANGELES, CA 90010 CARLSBAD, CA 92008 (213) 365-0005 (760) 431-3747 JOSEPH RIVANI JERRY L. MICHAL FLOW LINE JEFFREY P. BLAKE j APN 466-130-039 ZCi APN 466-130-028 APN 466-130-027 mQ1oo=72 CFS_ Qio©=12.4 CFS Q1oo=6P.1 CFS Ai G i offilomm 3firr I / p / I� - ------------ --- ---- ----RO A y " 56785 SHERBROOKE LN. ' ii' -INDEX MAP Ir AB A GGREGA BASE 6 , E— ASPHALT CONCRETE �. ` � i11 1 0 200 /f 600 800 tl11,11,,VG OR CUAVT O:t ),' w APPR. I DA 7E COUNTY EDGE OF PAVEMENT STORM DRAIN SEAL -ENGINEER 4 ROME=Z Gv ` APN 466-210-021 APN 466-210-022 APN 466-210-023 APN 466-210-024 U a0 TOP OF SLOPE 2:7 BEGINNING OF CURB RETURN TELEPHONE AGENCY SLOPE RA TIO BVC TOE OF SLOPE _____x__ x - x x EXIS77NG FENCE APPR. I DA 7E COUNTY EDGE OF PAVEMENT STORM DRAIN SEAL -ENGINEER 4 ROME=Z Gv ` APN 466-210-021 APN 466-210-022 APN 466-210-023 APN 466-210-024 U a0 CON7RACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION,• RIVERSIDE COUNTY 7RANSPORTA770N• (951) 955-6885 BCR BEGINNING OF CURB RETURN TELEPHONE AGENCY CONTACT BVC BEGINNING OF VER77CAL CURVE RIVERSIDE COUNTY FLOOD CONTROL DISTRICT° (800) 955-1200 CL CENTERLINE SOUTHERN CALIFORNIA EDISON CO.: (951) 928-8323 EC END OF CURVE ECR END OF CURB RETURN EP EDGE OF PAVEMENT + STREET NAME SIGN EVC END OF VERTICAL CURVE _3:� STREET LIGHT FL FLOW LINE PROPOSED R/W FS FINISH SURFACE - - PROPOSED CURB & G GAS GUTTER GB GRADE BREAK PROPOSED SIDEWALK MOC MIDDLE OF CURVE - - EXIS77NG R/W MH MANHOLE EXIS77NG CURB & MVC MIDDLE OF VER77CAL CURVE GUTTER OC ON CURVE a. EXISTING SIDEWALK PCC POINT OF COMPOUND CURVE , PL PROPERTY LINE FLOW DIREC77ON PRC POINT OF REVERSE CURVE PVl POINT OF VERTICAL IN7ERSEC770N TC TOP OF CURB ENGINEERINGBENCHMARK.' 357 N. SHERIDAN STREET J3 ' ALUM DISC STAMPED '%ERZE COUNTY a If SUITE 117 BENCH MARK M-141-83" AT THE "T' LAND PLANNING CORONA, CALIFORNIA 92880 INTERSECnON CF BRIGGS RD: AND HOLLAND RR 7EL. (957) 279-1800 IN THE SOUTHWEST QUADRANT OF THE SURVEYING FAX 951 279-4380 ( ) INTDZECT7GiV 35' SOUTH OF THE CENTERUNE O' HaLAND ROAD AND 40' i4fST OF THE Engineering, Inc. CENTERUNE OF BRIGGS RD. 4' NOY7H OF PP 9012927E ET na9?CIASS WN7NESS POST 1 D Y. r .. s_ FOOT WWES7ERLY, UP 0.1 • �' DA TED.- 1983 ELEVA7IOV.• 1429.419' FARRIS N. HADDAD R.C.E. NO, 65931 SCALE. AS SHOWN DATE- CON7RACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION,• RIVERSIDE COUNTY 7RANSPORTA770N• (951) 955-6885 DEPARTMENT - CONS7RUC770N SECTION: TELEPHONE AGENCY CONTACT EASTERN MUNICIPAL WATER DISTRICT (951) 789-5000 RIVERSIDE COUNTY FLOOD CONTROL DISTRICT° (800) 955-1200 SOUTHERN CALIFORNIA GAS CO.: (800) 272-2600 SOUTHERN CALIFORNIA EDISON CO.: (951) 928-8323 UNDERGROUND SERVICE ALERT (USA): (800) 227-2600 OR 811 2 1 CONSTRUCTION NOTES & DETAILS �i PLAN . r PROFILE ► lal't COUNTY OF RIVERSIDE SCHEDULE 'A -0 STREET IMPROM4ENT PLAN T1 TL rr SHEET COUNTY FILE N0. SHEET NO. i 1 OF 8 SH IS EXIS77NG GROUND EXISTING RIW 1 60' 30' 10' 8' 12' A ..� _ 2.07, ON t 10' 5' o S/W 2 09 R DIKE I- 6" ,' NT r►LAtq E 5T A 100+0000 126+40.28) AP180025 RIVERSIDEN IS • D�,. •SECTION • MPH 37' 15' 22' 74' 3' S7W � 7' 'jI I EXIS77NG R VARIES (79'-109) No PROPOSED R (NORTH) EXIS77NG 15' R/W 7' . 5' , 3' ° 1 1 2.07. 1 2nx I 2n� 1 2.09 1 1 ' lfr r 1 e. LA VENTANA .,r 10#00.00 TO 36#48.00) Ap N IS Rt ! j • 77=70, R=J4, DESIGN SPEED=J5 MPH 56' 18' 18' m 2.0% 2. nx WA 5HERBROOKE.; r rr rr TO 13#07.35) 18002 NTS RIVERSIDE COUNTY STD. NO. 105, SECTION "A" 1I=5.5, R=34, DESIGN SPEED=30 MPH ) O © o NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A _ �- GRADING PERMIT HAS BEEN ISSUED. q v THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE U vTWOWOWK DIAL FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE KFORE DAYS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING _ o YOU DIG YOU DIG AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE p TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING UNDERGROUND PUBLIC SERVICSERVIE BY ALERT AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK BY DATE APPROVAL BY THE COUNTY. ENGINEER ;, .O,r (5TA 100+00.00 TO .4 COUNTYN TS RIVERSIDE NO. • 77=9.0,SPEED=55 MPH (SOUTH) EXISTING 70' R/W c 50' C0NS7RUC770N j VARIES o 16-29.5 i 0 VARIES 16' 16' $' WHERE 2 2 SHOWN) 2.0% 2 0% I 2.09 2.07. EXIS77NG GROUND MIN. MIN.EXIS77NG GROUND it,.. 2:1 MAX OFF51TE ACCE5.5 ROA® 2.• 1 MAX RBANI R T - STA 86#60.26 TO 98#'33.79) NTS MODIFIED RIVERSIDE COUNTY STD. NO 106, SECTION "A" (NORTH) 77=70, R=34, DESIGN SPEED=30 MPH EXIS77NG R/W 20' -- - C0NS7RUC77ON VARIES VARIES ' (197-272 (228'-30.6) r s 4.5' 0 16' 16' 2. 0% 2 2 EXISTING GROUND MIN. VARIES I 2.09 --------------- --"- 2: 1 MAX IIi;,lii III„ -, 1 rrlll uiiilll �Ii—I y+' -III -i' T 1TE ACCE55 ROAD RAN/ ROAD - STA 9#33 TO 99#49.30) NTS MODIFIED RIVERSIDE COUNTY STD. NO. 106, SECTION "A" 77=7.0, R=34, DESIGN SPEED=30 MPH a 50' 50' VARIES C0NS7RUC77ON - _26 -29 VARIES 16' 16' ' 2.0% 2 2 EXISTING GROUND2 0% 2.03- ate( ----------- 21 MAX FF51TE ACCESS ROA RBANI ROA T - STA 100#00.00 TO 113#32.85) NTS MODIFIED RIVERSIDE COUNTY STD. NO. 106, SECTION "A" 77=7.0, R=34, DESIGN SPEED=3O MPH D,rawrhgr R.''�344525�f'na;\S!reef�Gortiani X523 PLN — ST -- CAhdAfdl — 002d:,q Layout: CONSTRUCTION ,NOTES DETAILS & SECTIONS .S7ued: 7712112018 is 14 PM f'lctted 612612018 6:29 AN 8yJustin Solokura REVISIONS APPR. I DATE COUNTY SEAL -ENGINEER C �< s� CMV �TF�F CAk�F (SOUTH) EXISTING R/W r EXISTING GROUND 2: 1 MAX (SOUTH) EXIS77NG R/W f-4) I EXIS77NG GROUND 2.• 1 MAX 2' MIN. OR 2' MIN. AS DIRECTED SAWCUT AND COLD PLANE REMOVE EXIST. FEA THEIR 0VERLA Y EXIST. PVW T L i PAVEMENT TO MA TCH EXIST. w --- -------- -J_ � -'.- 0.10' __ ________ EXIST. PAVEMENT MIN, GRIND EXIST. 0.10' CONSTRUCT 0.10' THICK AC OVERLAY LIMA NO T I TO SCALE NEW PAVEMENT CONSTRUCTION NOTES (D-- CONSTRUCT 5.5" AC OVER 11" AB CLASS 11 0 CONSTRUCT 4" AC OVER 8' AB CLASS 11 Q_ CONSTRUCT TYPE A-8 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 201 40— CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STANDARD NO. 212 _ CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. MODIFY TO 5' WIDE. 0— CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD N0. 403 JOIN EXISTING PA VEMENT PER DETAIL ON SHEET 2 CONSTRUCT METAL BEAM GUARD RAILING PER CAL TRANS STD. PLAN NO. A770, TYPE 168. FIXED OBJECT STATION PER PLAN 10 CONSTRUCT 4" THICK CLASS 11 BASE ACCESS ROAD 11CONS7RUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE COUNTY STANDARD NO. 311. CASE PER PLAN 12 Q CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 AND PARKWAY DRAIN, MODIFIED PER STORM DRAIN PLAN 13 INSTALL 18" RCP (CLASS IV) 14 INSTALL FLARED END SEC7701V PER CAL 7RANS ST 9. PLAN D94A ENGINEERING G 357 N. SHERIDAN STREET BENCHMARK: m AT SUITE 117 LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SEE SHEET 1 SUR V'EYING FAX (951) 279-4380 Engineering, Inc. j I SCALE.- NOT TO SCALE FARRIS N. DID R. C. E N0. 65931 DA TE: (7RACT 36785) 0 IP180026 COUN7Y OF RIVER51DE 5CHEDULE OW IMPROVMNT PLAN CON5TRUCTION NOTEDETAIL5 & 5ECTION5 t t SHEET 2 2 OF 8 SH TS 1 1 84 85 86 87 88 89 90 91 92 91 94 J7 —0 —0jo EXISTING EXISTING FENCE j EXISTING R L L11- I (PR61 0T " /N PLACE) L x )524.3 q INT 86+60.26 GARBANI RD (ACCESS RD)'V;111" J1- =10+00.00 BRIGGS ROAD GARBANI RD. fi tz — 7' 45 ,22 1(15t5.0 -\,5'1525 0 7 — — — — — — — — — — ix e 5 EXISTING Cl- Pp 8 8 551 x 1 1)24,,) (PROTECT IN PLACE, R CL APN 372— i80; 00 NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. VAVOAVOAVVW,AM Ar THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE DIAL IN TWOWOWK FOR ASSURING WE ACCURACY AND ACCEPTABILITY OF THE DiEKOKE YOU OU AQO 17$j) DAYS BM DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING OU DIG YOU M AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE TOLLTPE rj?r7r OLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK BY DATE UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY f ENGINEER 4\G'01b60_i\526 — FLN - ST CARBAV — 003d,g Lcyou!� CARVIM ROAD S ... A 171,1112018 17:43 AM P,,,'W, 10012018 6, 29 AM By,, Justin Sokaki,r, INDICATES GRIND AND AC 0 VERLA Y REVISIONS APPR. I DA 7E COUNTY SEAL -ENGINEER /� ��611< No, 65931 civil_ � _G A�C CONSTRUCTION NOTES CONSTRUCT 4" AC OVER 8" AB CLASS # JOIN EXIS 77NG PA VEMEN T PER DETAIL ON SHEET 2 ENGINEERING 357 N. SHERIDAN STREET BENCHMARK: SUITE 117 LAND PLANNING CORONA, CALIFORNIA 92880 TEL, (951) 279-1800 SEE SHEET 1 SURVEYING FAX (951) 279-4380 Engineering, Inc. :'REPARED BY SCALE: H: 1`_-40' V. 1"--4' I'D Q) t EXISTING FENCE (PROTECT IN PLACE) kRR I NEVA LANE VAlf ROAD Q) "k :S LQ oc LQ cz, CA- Q 1 1 84 85 86 87 88 89 90 91 92 91 94 J7 —0 —0jo EXISTING EXISTING FENCE j EXISTING R L L11- I (PR61 0T " /N PLACE) L x )524.3 q INT 86+60.26 GARBANI RD (ACCESS RD)'V;111" J1- =10+00.00 BRIGGS ROAD GARBANI RD. fi tz — 7' 45 ,22 1(15t5.0 -\,5'1525 0 7 — — — — — — — — — — ix e 5 EXISTING Cl- Pp 8 8 551 x 1 1)24,,) (PROTECT IN PLACE, R CL APN 372— i80; 00 NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. VAVOAVOAVVW,AM Ar THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE DIAL IN TWOWOWK FOR ASSURING WE ACCURACY AND ACCEPTABILITY OF THE DiEKOKE YOU OU AQO 17$j) DAYS BM DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING OU DIG YOU M AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE TOLLTPE rj?r7r OLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK BY DATE UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY f ENGINEER 4\G'01b60_i\526 — FLN - ST CARBAV — 003d,g Lcyou!� CARVIM ROAD S ... A 171,1112018 17:43 AM P,,,'W, 10012018 6, 29 AM By,, Justin Sokaki,r, INDICATES GRIND AND AC 0 VERLA Y REVISIONS APPR. I DA 7E COUNTY SEAL -ENGINEER /� ��611< No, 65931 civil_ � _G A�C CONSTRUCTION NOTES CONSTRUCT 4" AC OVER 8" AB CLASS # JOIN EXIS 77NG PA VEMEN T PER DETAIL ON SHEET 2 ENGINEERING 357 N. SHERIDAN STREET BENCHMARK: SUITE 117 LAND PLANNING CORONA, CALIFORNIA 92880 TEL, (951) 279-1800 SEE SHEET 1 SURVEYING FAX (951) 279-4380 Engineering, Inc. :'REPARED BY SCALE: H: 1`_-40' V. 1"--4' I'D Q) t EXISTING FENCE (PROTECT IN PLACE) kRR I NEVA LANE VAlf ROAD Q) "k SCALE: I'_-40' 0 40 80 COUN7Y OF RIVERSIDE SCHEDULE "A" STREET IMPROVEMENT PLAN GWANI ROAD 120 160 IP180026 SHEET NO. 3 j3oF8sH Is q CRT Q)v A NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A Q GRADING PERMIT HAS BEEN ISSUED. 7j O l< � THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE v D U FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE CBN DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING rJ Q) Q AFTER COUNTY APPROVAL OR DURING CONSTRUCRON, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING W aR A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR AfRK= DATE UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. ENGINEER REVISIONS Dram. ,g: R '344525\Aro'SStreet\Gcrboo x,525 - PIN - Sr - GARBAh7 - 004.dwq Layo i, GAR9,410 ROAD Saved 6:27 AM Potted. 1712612jl8 6:30 AM 3y, Justin Sakakura APPR. I DA TE COUNTY SEAL—ENGINEER 4ROFESS/0 N Ngpo < I< 9� a No. 65931 s� Ctv\\_ 9T�OF CA1 �FO� ENGINEERING 357 N. SHERiDAN STREET SUITE 117 pLAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SORMIIVG FAX (951) 279-4380 Engineering, Inc. Ll 9.i R.C.E. NO. 65931 DA7F- BENCHMARK SEE SHEET 1 SCALE: H.• I'=40' COUNTY(7RACT 36785) M504326 If 780026 i Of i Im SCHEDULE GURANI ' 14 OF 8 SHTS COUNTY FILE NO. EXISTING AP 4783111E 9 h �� � \ \ �' . n �� .� a MIA e� 18' 12' 20' 10' > PROTECT /N ( PLACE ) y` �' r_ PIN 4��-210-012,r 30' 3O' e 60' TRA ET 36785 Q) EASEM �� rEsQ c� U w m CURVE TABLE AN EASEMENT ONE RDD IN WIDTH, IN FAVOR OF SOUTHERN COUNTIES GAS CO. OF CALIFORNIA, A CORPORATION, FOR PIPE LINE PURPOSES A AN EASEMENT FOR ROAD PURPOSES IN FAVOR OF THE COUNTY OF RIVERSIDE, AS RECORDED BY RESOLUTION APRIL 16, 1901 IN BOOR �lCENTRO ��� � NO. DEL TA RADIUS LENGTH TANGENT BY DEED RECORDED JULY 1, 1949 IN BOOK 1089 PG. 304, 119 PG. 399 OF DEEDS. � J A 133'41 " 984.00' 28.53' 14.27' B C 139'41 139'41 » 1,000.00' 1, 016.00' 29.00' 23.46' 14.50' 14.73' AN EASEMENT 30' IN WIDTH, IN FAVOR OF SOUTHERN COUNTIES GAS CORPORATION,CO. OF CALIFORNIA, A E BY A � AN EASEMENT, FOR PUBLIC ROADWAY, UTILITIES; AND INCIDENTAL PURPOSESIN FAVOR OF ECOUNTY OF RIVERSIDE AS SHOWN OR D GA RTANI ROA u"" cr-NO. � L \ 07 PGPE DEED RECORDED JUL Y 2 1958 IN BOOK 100RPOSES ONPA PARCEL MAP 18607, RECORDED IN P.M.B. 11J, D 35139 984.00 66.31 33.17 PAGES 52-53, O.R. E 351'39" 1,000.00' 67.38' 33.70' AN EASEMENT FOR ROAD PURPOSES AND RIGHTS INCIDENTAL THERETO, w F 351'39" 1,016.00' 68.46' 34.24' 3 IN FAVOR OF: MATTIE J. HOLLAND AS RECORDED BY INSTRUMENT MARCH 29, 1947 IN BOOK 828 PG 220. AN EASEMENT FOR ELECTRICAL AND COMMUNICATION PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDISON CO. RECORDED JAN. 11, w Q G 94'00'58" 35.00 57.43 37.54 1982 AS INSTRUMENT NO, 5504. H 89 51'08" 35, 00' 54.89' 34.91' q CRT Q)v A NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A Q GRADING PERMIT HAS BEEN ISSUED. 7j O l< � THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE v D U FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE CBN DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING rJ Q) Q AFTER COUNTY APPROVAL OR DURING CONSTRUCRON, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING W aR A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR AfRK= DATE UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. ENGINEER REVISIONS Dram. ,g: R '344525\Aro'SStreet\Gcrboo x,525 - PIN - Sr - GARBAh7 - 004.dwq Layo i, GAR9,410 ROAD Saved 6:27 AM Potted. 1712612jl8 6:30 AM 3y, Justin Sakakura APPR. I DA TE COUNTY SEAL—ENGINEER 4ROFESS/0 N Ngpo < I< 9� a No. 65931 s� Ctv\\_ 9T�OF CA1 �FO� ENGINEERING 357 N. SHERiDAN STREET SUITE 117 pLAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SORMIIVG FAX (951) 279-4380 Engineering, Inc. Ll 9.i R.C.E. NO. 65931 DA7F- BENCHMARK SEE SHEET 1 SCALE: H.• I'=40' COUNTY(7RACT 36785) M504326 If 780026 i Of i Im SCHEDULE GURANI ' 14 OF 8 SHTS COUNTY FILE NO. W W O 55.07' (r� "�E 62 d RECORDED JANUARY 7, 1976. 35.00' 54.89' O v W W U N0. A B L L� \ IVt l NL V. IIULLM IVU Pl IILUUl1ULU UI I/ V,) M UMIL IV mm /I L'" G.7, IV-tI /IV uuun ULU !`V. GLV. AN EASEMENT FOR ROAD PURPOSES IN FAVOR OF THE COUNTY OF RIVERSIDE, AS 4 RECORDED BY RESOLUTION APRIL 16, 1901 IN BOOK 119 PG. 399 OF DEEDS AN EASEMENT, FOR PUBLIC ROADWAY, UTILITIES, AND INCIDENTAL PURPOSES IN FAVOR OF 5 THE COUNTY OF RIVERSIDE, AS SHOWN OR DEDICATED ON PARCEL MAP NO. 18607, RECORDED IN P.M.B. 113, PAGES 52-53, O.R. A7AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF GENERAL TELEPHONE COMPANY OF CALIFORNIA PER INSTRUMENT NO 795 35.00' 55.07' 35.09' 62 i RECORDED JANUARY 7, 1976. L L� \ IVt l NL V. IIULLM IVU Pl IILUUl1ULU UI I/ V,) M UMIL IV mm /I L'" G.7, IV-tI /IV uuun ULU !`V. GLV. AN EASEMENT FOR ROAD PURPOSES IN FAVOR OF THE COUNTY OF RIVERSIDE, AS 4 RECORDED BY RESOLUTION APRIL 16, 1901 IN BOOK 119 PG. 399 OF DEEDS AN EASEMENT, FOR PUBLIC ROADWAY, UTILITIES, AND INCIDENTAL PURPOSES IN FAVOR OF 5 THE COUNTY OF RIVERSIDE, AS SHOWN OR DEDICATED ON PARCEL MAP NO. 18607, RECORDED IN P.M.B. 113, PAGES 52-53, O.R. A7AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF GENERAL TELEPHONE COMPANY OF CALIFORNIA PER INSTRUMENT NO 795 35.00' 55.07' 35.09' 62 RECORDED JANUARY 7, 1976. 35.00' 54.89' 34.91 ' v RT NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A O GRADING PERMIT HAS BEEN ISSUED. W o o D�' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE U v FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE w E DAYS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING rJ t� YOU -YOU DIG COUNTY APPROVAL OR DURING CONSTRUCTION, THE TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING w Q A PUBLIC SERVICE BYAN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK BY DATE z UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. ENGINEER Droving. PIA,' - S')' - GAftBMO - 005.d,g Lay0u1.: GOAPPdANI RGAG Soved. 77/7112078 17 J8 AV Plotted, 11/26/2078 6:30 AAA 8y, J stir Sak3lwa REVISIONS SEAL—ENGINEER 4��5 N. y�o90 No. 65931 >9T C10- APPR. DATE �oFCa� COUNTY �X PER M50432J CONSTRUCT TYPE A-8 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 201 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. MODIFY TO 5' WIDE. / CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD N0. 209 CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO. 403 11 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RIVERSIDE COUNTY STANDARD NO. 311. CASE PER PLAN Iii x ?e,.:4.2i a L APN 466-130-08 Z --m ENGINEERING 357 N. SHERIDAN STREET BENCHMARK: (TRACT 36785) M504326 SUITE 117 p LAND MANNING CORONA, CALIFORNIA 92880 COUN7YF RIVER51DE TEL. (951) 279-1800 SEE SHEET 1 SURVEYING FAX (951) 279-4380 SCHEDULE A Engineering, Inc. SIREET IMPROV ENT PLAN 'REPARED BY AAll AA FARRIS N. HADDAD / l / SCALE: H: l--40' V.• I`_-4' FOR: W. 0. COUNTY FILE NO. SHEET NO. Pi 5 OF 8 SHTS 0 Dt—iog, R FLA' ST GA RBANJ 00, d'wq ioyoLt: jARYMNI ROAD S—d. I 112112,T8 14 FM Floffld' 1112612018 &'-P Abf Py. vo O Ljj N � 125-X69.56 ECR C D Q ti.. EA5EMENT NO TES- TRA C T 36785 m AN EASEMENT FOR ROAD PURPOSES IN FAVOR OF THE COUNTY OF RIVERSIDE, AS RECORDED BY RESOLUTION APRIL 16, 1901 IN BOOK 119 PG. 399 OF DEEDS AN EASEMENT, FOR PUBLIC ROADWAY, UTILITIES, AND INCIDENTAL PURPOSES IN FAVOR OF /S\ THE COUNTY OF RIVERSIDE, AS SHOWN OR DEDICATED ON PARCEL MAP NO. 18607, L= RECORDED IN P.M.B. 113, PAGES 52-53, O.R. w v CURVE TABLE q NO DELTA RADIUS LENGTH TANGENT A 89 59'55" 35.00' 54.98' 35.00' O ® NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT RT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A O Ui GRADING PERMIT HAS BEEN ISSUED. 0 Q) 'K ti THE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE U 6 DIAL MWORIX FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DAYS EM DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING YOU YOU DIG AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE TOLL FREE DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING w A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR `z UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. Prawieg A; A344525 �Fir, o�,Garba-V'�525 — RLN — ST— CAR &411 — 007.dwg Layout GARBAIJI ROAD Saved. 11/27/2078 1:14 PAI, PlWod: 1712612JI8 6:31 AV a7. Justin evrcneil, near nanlneIn v Sokakuro CON5TRUCTION NOTE5 (D—CONSTRUCT CONSTRUCT 5.5" AC OVER 11" AB CLASS 11 2D— CONSTRUCT 4" AC OVER 8" AB CLASS Il CONSTRUCT TYPE A-8 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 201 CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STANDARD NO, 212 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD N0. 401. MODIFY TO 5' WIDE, D-- CONSTTUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD N0, 403 @—CONSTRUCT 4" THICK CLASS 11 BASE ACCESS ROAD ��- 0 40 0 120 160 BENCHMARK: (T"CT 36785) M504326 If 780026 SHEET NO. COUN7Y OF RIVER51DE 7 SEE SHEET 1 5CHEDULE "A" STREET IMPROV ENT PLAN RBANI ROAD 7 OF 8 SHTS SCALE. H: l--40' V.• l--4' FOR: Wo. COUNTY FILE N0. SEAL -ENGINEER ENGINEERING 357 N. SHERIDAN STREET QROFESSmSUITE �o S N. k q� ao9F o 117 p LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SURVEYING FAX (951) 279-4380 CrLu No. 65931 Engineering, Inc. PREPARED BY.• qT F CAO DATE Foc�vtt4og MARK BY DATE REVISIONS APPR ENGINEER COUNTY FARRIS N. HADDAD R•CE NO. 65931 DATE.• 7P Sokakuro CON5TRUCTION NOTE5 (D—CONSTRUCT CONSTRUCT 5.5" AC OVER 11" AB CLASS 11 2D— CONSTRUCT 4" AC OVER 8" AB CLASS Il CONSTRUCT TYPE A-8 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 201 CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STANDARD NO, 212 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD N0. 401. MODIFY TO 5' WIDE, D-- CONSTTUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD N0, 403 @—CONSTRUCT 4" THICK CLASS 11 BASE ACCESS ROAD ��- 0 40 0 120 160 BENCHMARK: (T"CT 36785) M504326 If 780026 SHEET NO. COUN7Y OF RIVER51DE 7 SEE SHEET 1 5CHEDULE "A" STREET IMPROV ENT PLAN RBANI ROAD 7 OF 8 SHTS SCALE. H: l--40' V.• l--4' FOR: Wo. COUNTY FILE N0. rw^ V W © �[ z " J o A �`� 9 TEL. (951) 279-1800 SEE SHEET 1 m m W o m SURI�EYINC FAX (951) 279-4380 SCHEDULE A No. 65931 Engineering, Inc. SIRE IMPROVEMENT P LAN PREPARED BY.• RANI ROAD sr Ctvl� ��� �'4 o AUFq� - C SCALE. H' 1 "=40' V° 1 "=4' FOR° W 0, COUNTY FARRIS N. HA AD R°CF N0. 65931 D,gTE• -"• FILE N0. Q J � m R' �344525'yFina71 Q � MARK BY DATE REVISIONS W DATE ENGINEER SokO— COUNTY Q o.. O r ...,. y i,. CONS TRUCTION2 I _.,. -` ---- — [7, ——— —— — —— —— -c 1 m,L - - -- -- H r k q N EXISTING STOP SIGN' -- L W I EXISTING R/W - `' -`"'� r; (PROTECT IN PLACE), tr t �, ,� x ,;;, ^<s ,z �J G o `RAJ _ 1 n_ . , L s ti , rn . EX(S77NG FH n �• Gj ` , u ' °� (PROTECT IN PLACE) IzA i X t P'® (S�466-216-02JP O 2 PA(I ,/..fir /�/{/}�y/�+ //� //�) //� P P /��y A)1 //�F /,�)} �. .... ..\ � '� �! IY ,....' � � s 1� �Y �i TV1!—G. ��—V4� ... `, i i .`. � _.. ,.. :: \ At®..a, /1 I �/ [�!M TV ��'��LI ,0®1 50' 50'1 \ L V� u ` CURVE Ti4BEE EXisrING R/W LEON ROADx;��s:: NO. DEL TA RADIUS LENGTH TANGENT A) 3°08'19" 1, 016.00' 55.66' 27.83' C g� L �° B 3°08'19" 1, 000.00' 54.78' 27BANI R OA CONSTRUCTION CTI T E C 3'08'19" 984.00' 53° 90' 26.96'ELLA INDICA TES GRIND AND AC OVERLAY GA ��� D J108,19" 984.00' 53° (/ 90' 26.96' CONSTRUCT 4" AC OVER 8" AB CLASS if E J-08'19" 1, 000.00' 54.78' 27° 40' F 308'19" 1,016.00' 55.66' 27.83' (D—JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 2 SCALE: l--40' G 90100'18" 15.00' 2356' 15.00' CONSTRUCT METAL BEAM GUARD RAILING PER CAL TRANS STD. PLAN NO. A77G3, TYPE 16B. FIXED OBJECT 9 0 40 80 120 160 H 89 5955 25 00 39.27' 25.00 STATION PER PLAN SEAL NOTE.° WORK CONTAINED WITHIN THESE PLANS SHALL NOT –ENGINEER BENCHMARK.° SHEET NO. ENGINEERING 357 N. SHERIDAN STREET (TRACT 36785) 5O4326 /F180026 (5A RT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN ISSUED, / RqE ES010 KAi SUITE TE 117 o e N. Nqt LAND PL4NN/NG CORONA, CALIFORNIA 92880 kZ SOU F IVRIDE OF 8 SHTS I Q M�w� ^ "" """ ""v ^" ^"" 7HE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE ca 7WO FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE 5 (1AYS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING O'3 YOU DIG YOU DIG AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE TOLL FREE Q92DIAL 811 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR `r UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. c. et�;,ordari\525 - lbY – 57 – GAOANI – OOs7g 70777 71,76,471 ROAD Saved 17/29/2018 1:15 PM Pl,tted, 17/26/2016 6:3; AM B✓. JLsttia A �`� 9 TEL. (951) 279-1800 SEE SHEET 1 m m W o m SURI�EYINC FAX (951) 279-4380 SCHEDULE A No. 65931 Engineering, Inc. SIRE IMPROVEMENT P LAN PREPARED BY.• RANI ROAD sr Ctvl� ��� �'4 o AUFq� - C SCALE. H' 1 "=40' V° 1 "=4' FOR° W 0, COUNTY FARRIS N. HA AD R°CF N0. 65931 D,gTE• -"• FILE N0. © w Draw.%ng: R' �344525'yFina71 MARK BY DATE REVISIONS APPR. DATE ENGINEER SokO— COUNTY OF 8 SHTS I