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HomeMy WebLinkAbout99-13_99-16 g CITY OF LAKE ELSINORE CITY OF TA", ELSINORE GENERAL NOTES: s �{ STREET IMPROVEMENT PLANS RECORDS _ q� 1. NOTE TO CONTRACTORS: THE EXISTENCE MID LOCATION OF ANY UNDERGROUND UTILITY LE PIPES OR STRUCTURES SHONTI ON THESE PUWS (MERE �'fNNED BY A SEARCH OF AVAI�A `� ��' mot• E DOES NOTLCONSTITUTE A REPR APPROVAL ATION ASS TO THEES BY ACCURACY CITY OR COMPLETENESS OF THE spA LOCATION NOR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTIUTY PIPE FOR: PARCEL MAP N o. 29241 OR STRUCTURES WITHIN THE UNITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES PIPES OR 7 STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING A PORTION OF LOT 9, OF G O O D W I N, W H I TT E N, AND E L L I O T'S SUBDIVISION THE PERFORMANCE of THE WORK EMAIL REPAIRED OR REPLACED To THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS l7XPENSE. ' .• "E" M.B. 4/2 41 SECTION 31 T.5 Sr R.4 W 2• ALL WORK SHALL CONFORM TO CITY CODES STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION) NO STANDARD DRAWING TO THE COUNTY OF RIVERSIDE A.P.N. 3 7 7-151 -0 5 8 IT D THE SCONTRACTOR'SAATOORESPONSIBLITY TO � FAMILIAR wmN THESE STANDARDS AND CODES AT ALL LIMES. \, I 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (909) 874-3124 EXT. 25 BETWEEN THE 1 m 12 HOURS OF 9:99 AM TO 4:00 PM MONDAY THROUGH FRIDAY. z 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH C/ALTRANS TRAFFIC 1. —� 10" in10' • MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY F Ts �PLyr — 2WV T� 30' CITY EWAHEER OR HIS REPRESENTATIVE. FALURE TO DO SO SHALL REQUIRE IMMEDAATE F fi VICINITY MAP No scA(e WORK STOPPAGE. 2�• 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE �, *• AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. R W 5' 8.15' 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY ? RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SWILL ALSO CONTACT______ BASIS OF BEARINGS: TOD13ERGROUND SERVICE EGINNING WORK. ALERT (U.SA) AT 1-800-227-2600 AT LEAST 48 HOURS PRIOR 6* 33 �IE- 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK BEARINGS HEREON ARE BASED UPON THE NORTHEASTERLY LINE OF , - �Y ---- AREA AND RELOCATION N COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM ---_--- PARCEL 3040-628, R.S. 91/29-36, BEING: N 46' ' S3' W. --^_ AND CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. /t MODIFIED COMMERCIAL DRIVEWAY DETAIL S. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PACE PRIOR TO PAYING THE SUBDIVIDER/EITHER: PREPARED �Y: SCALE: 1-_ 20' STREET SECTION INCLUDING BUT NOT LIMITED TO SEWER, WATER. TELEPHONE. ELECTRICITY JOHN SCHOLFlELD GENERAL PARTNER JOHN T. REINFYRT, R.C.E. CAS AND DRAIMOE FACILITIES. DGS DLVELENfOPM PARTNERS P.O. BOX 2105 502 NORTH SHERIDAN TEMECULA, CA 92593 14 9. ALL STREET SECTION ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH CORONA, CA 91720 EMAIL jackhartOiinr t.com GRADING TO DETERMINE THE EXACT SECTION REQUIRED, SECTION THICKNESSES SHOWN TEL 90fl 340-1991 TEL (909) 206-6371 ARE FOR BONDING PURPOSES ONLY. 1 Infill 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POT HOLED AND PARCEL AIAP M7'H ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE 7 SOIIS ENGINEER: TOPOGRAPHY BY: PAL 1A"6464-60 NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL ^COMMERCIAL) BE IN THE FORM OF 'AS BUILT' PLANS SUBMITTED TO THE CITY ENGINEER FOR I T.H.E. SOILS COMPANY LEONARD FOWLER, L.S. APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. (FORMERLY r-ECENTRAL INC.) LCF274 8 JIMS1NG AND CONSULTING .,r,�,,.,:1,,, a„ au,e. E:wzm:w.. 11. ALL E)aSTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL SUITE CENTRAL STREET 2EMEC LIAISON CIRCLE BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERUNE u SUITE A IEMECULA, CA fl2591 N WILDOMAR, CA 92595 TEL (9W) 699-2603 s oa�„c I TIES ARE TO BE F'URNLSHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT TEL 909) 678-9889 FAX: (fl09) 699—St57 i BEFORE ACCEPTANCE IS GRANTED. FAX: (909) 678-9769 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE r , I I I WITHIN PUBLIC RIGHT'S—OF—WAY. KFORE ISSUANCE OF SAID PERMIT, THE j ENGINEER'S ESTIMATE OF PROPOSED # � ; CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERr FTC/QE OF i CONSTRUCTION NOTES: PROBABLE QUANTITIES: 11 LIGHT STREET^ I I PROPOSED INSURANCE ME REQUIRED BONDING FOR O SITE IMPROVEMENTS. THE TIME FRAMEOENCROACHMENT [ O � 1 � ! f STREET PERMIT MUST BE PRESENT AT THE J08 SITE DURING THE TOTAL TIME FRAME OF PROJECT Iu o I ! I I LIGHT 11 CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. ROUGH GRADING 5,000 C.Y. f a 13. IF ENCROACHMENT PERMIT IS REWIRED THROUGH THE DISTRICT N0. 8 OFFICE OF 1 CONSTRUCT TYPE A-8 CURB t GUTTER PER COUNTY OF RIVERSIDE O 1,513 LF. ! ♦ CALTRANS PLEASE MAKE REFERENCE TO THIS FACT IN THE 'GENERAL NOTE' SECTION OF STANDARD NO. 201 = I I 1PMRCIy I I I THE IMPROVEMENT PLANS. OCONSTRUCT 4 THICK CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE 9,734 S.F. STANDARD No. 401 ILi f i I i LEGEND• O CONSTRUCT CURB RAMP (CASE A) PER COUNTY OF RIVERSIDE 2 FA ! „ STANDARD NO. 403 (1. 3. k 4 OF 4) I I I I � BM BENCHMARK FX FENCE OCONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STANDARD 4 EA a _ I • CL CENTERLINE GB GRADE BREAK I NO. 207A (MODIFIED WITH 15' CURB RETURNS, PER DETAIL ON THIS SHEET) m I I I HP HIGH POINT 3iLJ'N O CONSTRUCT CROSS GUTTER WITH SPANDREL PER COUNTY OF RIVERSIDE CONCRETE LF LINEAR FEET ERSIOE 1.474 S.F. `o w f 1 ty STANDARDS NO. 209 & 202A a ') j CY CUIlNC YARDS LP LOW POINT © CONSTRUCT CLASS II AGGREGATE BASE (PER SOILS REPORT) 61.738 S.F. J i1 01 11 c?I ± ' i ' I I i J C&G CURB t GUTTER Q MANHOLE (MH) O CONSTRUCT 4'ASPHALT CONCRETE (AC.) PAVEMENT (PER SOILS REPORT) 62.629 S.F. s PAICIM I I ` i t DIRECTION OF FLOW MAX MAXIMUM ® CONSTRUCT 2' X 4' REDWOOD HOLDER AT EDGE OF ASPHALT 1,910 LF. V kI nnMrEftT 1 I i V EA EACH MIN 1.OX PERCENT OF GRADE O CONSTRUCT GUARDRAIL BARRICADE PER COUNTY OF RIVERSIDE 80 LF. I ESMT FwsoMENr O POWER POLE (PP) I STANDARD NO. 810 O I r s I i EL F1EW1T10N PL PROPERTY LINE lO INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STANDARD No. 816 2 EA 11 LIGHT L ti i e EX EXISTING 10+35.00 PROPOSED STATIOHWG 11 INSTALL STREET LIGHTING PER COUNTY OF RIVERSIDE STANDARD No. 1000 5 FA I �. 11 I Loll t 1 -(1261.0)- EXISTING CONTOUR �� RADIUSpw 6 �p T 1260.69 EXISTING SPOT ELEVATION ' (D ADJUST EXISTING MANHOLES TO GRADE 6 FA I I I I ) RAW RIGHT-OF-WAY 13 CONSTRUCT LIGHT RIP RAP PROTECTION (30' wi& X 40' loN) AT 2.0 FEET 200 C.Y. �- I _ EP EDGE OF PAVEMENT 2:1 SLOPE RATIO w THICK OVER 6'(min) CLASS 2 BASE AND MIRAFl 700x FILTER FABRIC s• — — — — — — — — — — —I. — — — I I r• ,w. „r, I I FIG FINISHED GRADE 14 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER COUNTY OF RIVERSIDE 2 EA m PASADENA ) FS FINISHED SURFACE SF SQUARE FEET STREET SEE SHEET 3 OF 4 NI STA. STATION STANDARD NO. 303 LOT s 10- 34.8 Cfe FIRE HYDRANT (FH) M.e. 13 LOT m OF M.e.4i241 r.o«.i Q10D- 55.3 efe LOT FL FLOWLINE TC TOP OF CURB12i ♦. 15 SAWCUT k REMOVE EXISTING A.C. PAVEMENT AND JOIN WITH 893 S.F. 4/M2 V100� 32 fpA Qvi lOo 3B fps 13 oP M.B.4/241 ,4I PROPOSED A.C. PAVEMENT PER CONSTRUCTION NOTE No. 7 GUARDRAIL BARRICADE STREET LIGHT INDEx ' AS- BUILT PLAN A``i� 16 INSTALL DELINEATORS PER COUNTY OF RIVERSIDE STANDARDS 7 EA SCALE: 1"= 80' A WV-l/IEWEO - PEe. 12,2002 A.P.N. 377-151-058 SECTION 31, T.5S, R.4W DGs-smdwg JOB ADDRESS: I RECOMMENDED Br. SEAL SE PLAINS HAVE BEEN REVERED FOR COMPLIANCE NTH CITY OF LAKE ELSINORE T N YpyFESsr THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND(JR L PREPARED BY: CENTRAL AVENUE, LAKE ELSINORE CITY AND STATE LAWS,AND A PERMIT CAN BE LSSU C JOHN T. RENHNZT, P.E. DEPARTMENT OF PUBLIC WORKS � LOG N0. R.c.E •EXP. `9,F, " DIAL TOLL FREE P.D. BOX 2105 STREET IMPROVEMENT PLANS PROJECT No. 98-3 k C.U.P. No. 98-6 DATE_ �� ��+. t>.- f- DATE/Z-9-?y 1-800-227-2600 TEMR.EJCOLA RCAEINHI992593ART FOR: R.C.E. NO. 23464 RAY�O O NNELL.R.C.E.No.26603 DIP: TEL:{9e9}3e6-6374—+sl-Ts7.4s92 PARCEL MAP 29241, PDT LOT 9, LAB 4/24 �� ACLEPTED BY: AT LEAST YOU DAYS OF 4 SH THE PRIVATE ENGINEER Y AND THESE PLANS 5 RESPONSIBLE FOR {( TRIO. 12/71/Ot * PREPARED UNDER THE SUPERVISION()F: N YOU EMAIL' m �T ASSURING 711E ACCURACY AND S ARISING AFT OF THE DESIGN HEREON. DATE BY MARK APPR. DATE g4EMOROL�SERVICE ALM OF SAITHO I CAUFOINA rt TI I-E SHEET FILE NO. ' IN THE EVENT OF DISCREPANCIES ARISING AFTER AGENCY APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE ENGINEER .... REVISIONS AGENCY CIVIC- Vf' SCALE: AS SHOWN BENCHMARK FWW 91A4 D61C ON TOP OF/BD OF DIIS1MG mw t GUTTER RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND EXP.OEggNED BY: JTR�JMM DRAIN BY: JMMCOn CHE(XED BY: JTR DATE ,�Op CA A� DATE: 12 g gg ��ON��TFERLY SIDE OF LT)I7RAL ANOMIE 13 FEET SOUTHEASTERLY OF AM FOR: D.G.S. Development W.O. 99003-1 PLEASING THE PLANS FOR APPROVAL'BY TIE GOVERNING AGENCY. REINHART R.GE Na 23464 E)O-. 1 -31-01 DOSING FIRE HYDRANT. ACNAL LOCATION SHOAL GN 9EET 2 ELEVATION-1 !! EI I CITY OF LAKE ELSINORE CITY OF IAKF E GTNCIRF. GENERAL NrTT C• � s jPy �� STREET IMPROVEMENT PLANS 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF TAKE ELSINORE DOES . NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE 4`P FOR: PARCEL MAP N o. 29241 LOCATION NOR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTIUTY PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES PIPES OR STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING A PORTION OF LOT 9+ OF 0 0 0 D W I Nr W H I TT E N AND E L L I O T'S SUBDIVISION THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION \ OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. M.B. 4/2 41 SECTION 31 , T.5 S, R.4 W 2. ALL WORK SHALL CONFORM TO CITY CODES STANDARD SPECIFICATIONS FOR PUBLIC �• ` WORKS (LATEST EDITION) AND STANDARD DRAWING TO THE COUNTY OF RIVERSIDE A.P.N. 3 7 7- 151 -0 5 8 IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES.lffl!i SUE 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBUC WORKS INSPECTOR 48 HOURS PRIOR TO ` I BEGINNING ANY WORK. CALL FOR INSPECTION AT (909) 674-3124 EXT. 25 BETWEEN THE 'y I PI HOURS OF 9:99 AM TO 4:00 PM MONDAY THROUGH FRIDAY. ' 1D 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC 10' — ,2a, 30, 10' MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY " CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE VICINITY MAP �� I No SCALE WORK STOPPAGE. i hL 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE R W 1 !5' 8.15 .A, AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. *� ``.~ ,•-)' 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY .+h O RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED 8'CURB"''•�'6•` •' r,.-$�. ._. 4_I _ , _� ''�.�6,�,r�" AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT 'CURB UNDERGROUND SERVICE ALERT USA AT 1-800-227-2600 AT LEAST 48 HOURS PRIOR __ ( ) BASIS OF BEARINGS' TO BEGINNING WORK. BEARINGS HEREON ARE BASED UPON THE NORTHEASTERLY LINE OF — --- — _ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK PARCEL 3040-628, R.S. 91/29-36, BEING: N 48' 33' S3' W. tY AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM -- — CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. SUBDIVIDER/OWNER: PREPARED BY: MODIFIED COMMETz�TAT. nR WAY T)F.TATT 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE W PLACE PRIOR TO PAVING THE m SCALE' 1'- 20' STREET SECTION INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY g G7 JOHN SCHOLFlELD GENERAL PARTNER JOHN T. REINHART, R.C.E. GAS AND DRAINAGE FACILITIES DOS DEVELOPMENT PARTNERS P.O. BOX 2105 1 4.7 9. ALL STREET SECTION ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH 602 NORTH SHERIDAN TEMECULA, CA 92593 CORONA, CA 91720 EMAILjockhartOiinet.com GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES SHOWN TEL (909) 340-1991 TEL (909) 206-6371 ARE FOR BONDING PURPOSES ONLY. Q100— eft 10F_ 4.7 70. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POT HOLED AND FAncE1 MAP 241e1 ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE P.M. 1eue4-ee ITS ENGINEER: TOPOGRAPHY BY: QI NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL I T.H.E. SOILS COMPANY LEONARD FOWLER, =ow* cr�:.; BE IN THE FORM OF 'AS BUILT' PLANS SUBMITTED TO THE CITY ENGINEER FOR (FORMERLY G.E.E, INC.) LCF SURVEYING ANDD CONSULTING APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. CONSULTING 31705 CENTRAL STREET 27498 JIMSON CIRCLE - Ems,. -•�T...sue. SUITE A TEMECULA, CA 92591 H 4r1e'1Yw - 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL I WILDOMAR, CA 92595 TEL• (909) 699-2603 sarucc uw!s eeD2o BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERUNE TEL (909 678-9669 FAX: (909) 699-5157 errs TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT FAX: (909) 678-9769 I i I I i BEFORE ACCEPTANCE IS GRANTED. s� II j 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE ' i WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE y ENGINEER'S ESTIMATE OF PROPOSED _ PROPOSED CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF 1! CONSTRUCTION NOTES: PROBABLE QUANTITIES 11 LIICH— I I I I i I INSURANCE REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT j PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT I ROUGH GRADING r I UGHT 11 CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. 5,000 C.Y. rs 13. IF ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF q I I .I• CALTRANS PLEASE MAKE REFERENCE TO THIS FACT IN THE 'GENERAL NOTE'SECTION OF O CONSTRUCT TYPE A-8 CURB & GUTTER PER COUNTY OF RIVERSIDE 1,513 LF. PARCEL I 2 I THE IMPROVEMENT PLANS. STANDARD NO. 201 i ! I O CONSTRUCT 4'THICK CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE 9,734 S.F. _ I I ( LEGEND' STANDARD NO. 401 i I O3 CONSTRUCT CURB RAMP (CASE A) PER COUNTY OF RIVERSIDE � �. I w L1 � � `• STANDARD N0. 403 (1, 3, & 4 OF 4) 2 EAI , I BM BENCHMARK FX FENCE ® CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STANDARD 4 fA Q I 1J I 5 I [.. • CL CENTERLINE GB GRADE BREAK N0. 207A (MODIFIED WITH 15' CURB RETURNS, PER DETAIL ON THIS SHEET) I I pw+ CONCRETE HP HIGH POINT m I { i f I I ° LF LINEAR FEET . O CONSTRUCT CROSS GUTTER WITH SPANDREL PER COUNTY OF RIVERSIDE 1.474 S.F. o:. W E ' i MM STANDARDS NO. 209 & 209A CY CUBIC YARDS LP LAW POINT 6 'z O6 CONSTRUCT CLASS 9 AGGREGATE RISE PER SOILS R EI Q1Q0 11 dE I I I I w C&G CURB & CUTTER Q MANHOLE (MH) ( REPORT) 81,736 S.F. 1Z ! [ O7 CONSTRUCT 4-ASPHALT CONCRETE AC.) PAVEMENT (PER SOILS I t DIRECTION OF FLOW MAX MAXIMUM I ( REPORT) 62,629 S.F. � � P�ECEf.1 I � © CONSTRUCT 2' X 4' REDWOOD HEADER AT EDGE OF ASPHALT 1,91E LF. W EA EACH MIN MINWUMI nmmeeuunwcI I V 1.0% PERCENT OF GRADE ESMT EASEMENT 6 O CONSTRUCT GUARDRAIL BARRICADE PER COUNTY OF RIVERSIDE 80 LF. STANDARD NO. 810 PROPOSED POWER POLE (PP) STREETI I EL ELEVATION PL PROPERTY LINE 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STANDARD No. 816 2 EA 11 LIGHT "I I PROPOSED EX EXISTING oe STREET 11 INSTALL STREET LIGHTING PER COUNTY OF RIVERSIDE STANDARD NO. 1000 5 EA I PROPOSED 11 I I LIGHT 11 —(1261.0)— EXISTING CONTOUR 1FL PROPOSED STATIONING Q ADJUST EXISTING MANHOLES TO GRADE 6 FA I I �' UGHi ..�r 1260.69 EXISTING SPOT ELEVATION RREETR RADIUS i I R/W RIGHT-OF-WAY L j I 13 CONSTRUCT UGHi RIP RAP PROTECTION (30' wide X 40' long) AT 2.0 FEET 200 C.Y. EP EDGE OF PAVEMENT — — — — — — — — — — i m FG FINISHED GRADE 2:1 SLOPE RATIO THICK OVER 6'(min) CLASS 2 BASE AND MIRAFl 700x FILTER FABRIC ur eo woo—n — — QPASADENA STREET (SEE SHEET 3 OF 4) ev FS FINISHED SURFACE SF SQUARE FEET 14 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER COUNTY OF RIVERSIDE 2 FA $TAc STATION STANDARD NO. 303 LOT 5 — 010— 34.8 eft FIRE HYDRANT (FH) t� Q100� LOT 10 OF A.1.a.4/24/ TwwrU TC TOP OF CURB .I 15 SAWCUT & REMOVE EXISTING A.C. PAVEMENT AND JOIN WITH 893 S.F. 4i241 13 VI DO— 3.2 fps yj� 53.8 fps 13 OF M.B 4/241 FL FLOWUNE W PROPOSED A.C. PAVEMENT PER CONSTRUCTION NOTE No. 7 INDEX MAP: GUARDRAIL BARRICADE � STREET LIGHTG� I 16 INSTALL DELINEATORS PER COUNTY OF RIVERSIDE STANDARDS 7 EA SCALE: 1'— 80' A JOB ADDRESS: A.P.N. 377-151-058 SECTION 31, T.5S, RAW RECOMMENDED BY: SEAL SEA ESE PUNS HAVE BEDI REVIEWED FOR COMPLIANCE VATH CITY OF LAKE ELSINORE SHEET PI0 <v 0 ESSA THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED BY: CENTRAL AVENUE, LAKE ELSINORE �tOF�j°�c CITY AND STATE LAWS,AND A PUNT CAN BE ISSUED.- AL �Q Ny_ti% JOHN T. REINHART, P.E. DEPARTMENT OF PUBLIC WORKS LOG No. R.C.E. EXP. �� 9p� � ` DIAL TOLL FREE TEM Box 21os STREET IMPROVEMENT PUNS PROJECT No..98-3 & C.U.P. No. 98-6 DATE AV w ,_,>h,.1 Elbe,`1 DATE/2-:-12 1-800-227_26M P.O. BOX 10 92593 G7 R.C.E. N0.23484 RA 0 R.C.E.No.2660J DIP: MR. JOHN Rl7NHART FOR: 2 ' ACCEPTED BY. LEAST TWO TEE• OHN EINHAR 71 OF 4 SHTS L THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPp1SIBLE FOR PREPARED UNDER THE SUPERVISION OF; ABEFORE Y011 pCtt PARCEL MAP 29241, Por LOT 9, M13 4/24 � � 8 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �C Enp. 12/!1/01 fi ! IN THE EVENT OF DISCREPANCIES ARISING AFTER AGENCY APPROVAL DATE BY MARK - AppR. PATE UNDENGROMM SERVICE AIDS a.SCIUM M CMFOAMA EMAIL jockhartOlTnet.com FAE 5 w�_ OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE ENGINEER - REVISIONS AGENCY si CIVIL �r SCALE; TITLE SHEET RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND R.C.E. ,EXP, 4 AS SHOWN yq BENCHMARK FOUD BRASS DISC ON TOP OF/END OF DOSING CURB t OUTTER RENSNC THE PLANS FOR APPROVAL•BY THE GOVERNING AGENCY. DESIGNED BY: JTR/JMM DRAWN BY: JMMCon CHECKED BY: `JTR DATE CAL1F� "� D"�: LOCATED ON 7FE NOR7FERLY 90E OF CENTRAL AVDIUE S3 FDFI SOUTIEASTDILY aF AN FOR: W.O. A..Y.T, R.C.E Na 23464 FJ�: 1 -31-01 12/8/99 DRSIM FIRE NmRANr. ACTUAL LOCATION SIOWN ON SHEET 2 EIFVATI1711-126269 D.G.S. Development 99003-1 - EX GROUND 0 EX. R/W - EFT OF 1260 LT. `__ _ —` / - 1260 LT. —_ 1 �---- ----------- -------- ---------------- ------ - ----- -------- ----_ — -s I .. ......._. JJ _—._.-...__.I'-_.... _ lip ..«.... .«__.,. _......._...__ __..__ � XN_ .....,..,.,_. _._ _«. .......__..__ 1255 LT. c II=JJ 1265 CL o�.___ __ _.__ _ =_ _ ___ _ __ _oo N _.._.__«_._.« __...._. ____._...- ______._. __ _..__ _ _ _«_s . _ PRO dSED,-G 1 O CL OF RrN! __ _ _ -_ _ ___ _ _ _.,«.__ __. _ _.. __ ______.___ _..._ 99 — _ ___ __1260 CL —:111 o Ox ______ _ __.. _.- ----- __. _�ao' i__:_. . o —_ _ __ 1260 CL zm t,P - f ..... ...__»....«..,__ U .�__...._..._.._ .__._..__,.....».._.«....�. tO V..........__ Nam. {_.__..._..-.__.... .._,_.,..._........ _ _ ......._. 15 I_C4 N- EX GROUND ® CL OF RJW g+Iw °' -I c�i + ._.____._.. _. _.,__ ___._, N Nn 1255 CL f �H- 7n - __Z _....._._� + �, N,_...651_ —4- 40 p I�� M o 12 RT. .D ..._.... N..-_._.., N. _...-._.._ C .._._....._. ........__._ _. ..._.._ _ _TOP OF CURB RIGHT ---- -----(0.517Gj-, - _ N _ _ _ j P .POSED E O F r._ 0 85fi _ 2 86% -, 070% 1.92li _ __ 1260 RT. -- _,___ __. _ �_..___....._ _. —�____-. _ cr el EXISTING TOP OF CURB 1260, RT.uj 0 RIGHT OE CL) �- N EX GROUND�® PROPOSED RI W-� RIGHT�OF CL a,+N a'N N rc 12551 RT. T * ^! _ «___. __ —___ __ _ _. __-- 0 o cv NA __.- 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SCALES: 1"= 40' Horiz. ¢" 1 4' Vert. 4' W. 10 m zs• t CONSTRUCTION NOTES: t (FUTURE IMPROVEMEMS sc>zr_� d,.PROPO E BY OTHERS) .a O CONSTRUCT TYPE A-8 CURB & GUTTER PER COUNTY OF RIVERSIDE 1 I EtrN4ED SURFACE 3?� STANDARD NO. 201 � OPRCrosm e rG casnNG CURB R GI/nER Q2 CONSTRUCT 4'THICK CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 401 �, ,�. I �HRRnE/ a`-,•nnv_mvneu��slv.r °��ssaq, sCxEs 1•- 1-- Y 20•vwbwOy . CONSTRUCT CURB-�I w`a°°I � „ Y ram•: // /� I O STANDARD NO. 403 (1, 3(CASE OFP4) COUNTY OF RIVERSIDE CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STANDARD It!N� NO. 207A (MODIFIED WITH 15' CURB RETURNS, PER DETAIL ON THIS SHEET) J I LO7 6 OF M.H. 4/24� ( uAGANr) ! / r F.. a _ CONSTRUCT CROSS GUTTER WITH SPANDREL PER COUNTY OF RIVERSIDE LniEaBla ryY ——— — —— — — — — — — — — — — — — — — — — — — STANDARDS No. 2D9 zo9A TTy b-as 4 7101"0' S 0 N 43'43'53" E 6 4 �,� �i 4 5��� y:1 T� � M © CONSTRUCT CLASS R AGGREGATE BASE (PER saLs REPORT) L_-, _ �� rw= - 8 _ _ O CONSTRUCT 4-ASPHALT CONCRETE (AC.) PAVEMENT (PER SOILS REPORT) ------- -- - - ------ -- - -` �� --- - - ---��- - 6n .- _. 25E^.•5�'---"-"tea- EX SA EWER g--- �i © CONSTRUCT 2' X 4' REDWOOD HEADER AT EDGE OF ASPHALT 1 p G 1 zez.66 EXISTING ASPHALT 2 +ze,.az _DL CaC._pAu A'q_a" -- - - Og CONSTRUCT GUARDRAIL BARRICADE PER COUNTY OF RIVERSIDE <-O.1f01t 1 % L - U _ T--,• - - - -- -- - STANDARD NO 810 1 �X.CdFIG.�X 3 •s 1 231.2g �, 1 323.12' EX.LANDSCAPING �. 1 D INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STANDARD NO. 816 A JO - � ,�:: ♦1 �A'� � �• "�. ,/ 4 f 1 1 INSTALL STREET LIGHTING PER COUNTY OF RIVERSIDE STANDARD N0. 1000 y. FUTURE STORAGE UNITS _ ` - I PARCEL MAP 24751 ♦ rn FUTURE ` N i 1 ADJUST EXISTING MANHOLES TO GRADE OFFICE y 1 I EXISTING BLDG. P.M. 164/64-66 I y259.S r c4 L I 13 CONSTRICT LIGHT RIP RAP PROTECTION (30' ride X 40' long)AT 2.0 FEET ID PARCEL 1 � 5•. ram` PARCEL 2 M (TILT-UPICONST.) THICK OVER 6-(min) CLASS 2 BASE AND MIRAFI 700x FILTER FABRIC c0 14 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER COUNTY OF RIVERSIDE Na C STANDARD NO. 303 . (SEE SHEET 3 OF 4) ,., l 15 SAWCUT R REMOVE EXISTING A.C. PAVEMENT AND JOIN WITH T. PARCEL MAP No. 29241 PASADENA ST. PROPOSED A.C. PAVEMENT PER CONSTRUCTION NOTE No. 7 CENTRAL AVENUE GRAPHIC SCALE' 1 s INSTALL DEUNIATORS PER COUNTY OF RIVERSIDE STANDARDS n 40 20 0 40 80 120 AS BUILT PLAN l[! 2EVIEWE0 - FEB• 12 2002 CAL CONTOUR INTERVAL - 0.5' I.P.N. 377-151-058 SECTION 31, T.5S, RAW DGs-sTs 1 JOB ADDRESS: RECOMMENDED BY: SEAL SEA PLANS HAVE BEEN FiENEYED FOR COMPLIANCE WITH SHEET NO. CENTRAL AVENUE, LAKE ELSINORE � THE APPROPRIATE CONDITIONS OF DEVELOPMENT M�/f�R L PREPARED BY: clrY OF LAKE ELSINORE I QTY AND STATE LAw$,AND A PERMIT CAN BE JOHN T. REINHART, P.E. DEPARTMENT OF PUBLIC WORKS ,y LOG NO. R.C.E. EXP. c�C 9p DIAL TOLL FREE P.O. BOX 2105 STREET IMPROVEMENT PLANS 2 DATE 8'S g.�.,.,.,L-.1 60ai .,AIr DATEIZ- -11 )-BW-227-26M TEMECULA, CA 92593 FOR: S PROJECT No. 98-3 do C.U.P. No. 98-6 9 MR. JOHN REINHART ACfJPIED ITV: R.C.E. NO. 23464 RA O.W ELL RCE 14.2660.7 EXP. AT LEAST TWO DAYS TaL jgog)--QB6-_637-N--151 71i7.4534 PARCEL MAP 29241, Por LOT 9, MB 4/241 of 4 -Ts THE PRIVATE D40NEER SIGNING 7RESE PLANS IS RESPONSIBLE FOR ;( ExP. 12/31/Ot •/E' PREPARED UNDER THE SUPERVISION OF: , BEFORE YOU DIG EMAIL: •ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIpI HEREON. DATE BY MARK APPR. DATE IINNRX]OAOUID sLnvcE ALERT NK saITIIDIR CALIFORNIA - o-m AVE STA. 1 OtOO.00 t0 18tOO. FLE NO. IN THE EVENT OF D14CREPANCIES ARISING AFTER AMCY APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE ENGINEER REVISIONS AGENCY `rP CIVIL �1' SCALE: AS SHOWN BENCHMARK Fun BRASS D9(ON TOP CF/DO OF EBSIMO an GUTIEt I RE!►ONSNBLe FpR DETERMINING AN ACCEPTABLE SOLUTION AND R.C.E. .EXP. 7�¢ 1t ATE f>r - lACA1FD ON THE NORTHERLY�E OF CDnRAL AVENLE 13 FFET SDURF.ASTFAY ff A�FnD .S. Development W.O. 99003-1 REVISING THE PLANS FOR APPROVAL BY THE GOVERNING AGENCY. DESIGNED BY: JTR/JAM DRAYRN BY: JMMCon CHECKED BY: JTR DATE ggR.C.E Na 23N64 EX.. 12-31-01 DATE; 12/8/99 DDSTING FIE MYORAIT. ACNAL LDCAIIQI 4101/R EIEVA7101-1262M 9 i ___ " al EX GROUND ® EX. /W LEFT OF CL - --- . _-_ 1260 LT. z / -I 1260 LT. ----- ------— — -- __ -------- --------- Oz 04 1255 LT. o0o N' + x� 12651 CL - oo N..--- ���j _, PRO _OSED_GRADE 0-_CL OF R-/W — _-- - - Y --- ------- 1 260 CL 0.50X — m 80' 10 'PAPER irU�. 1260 i CL N N _. �+~ /WU0 EX GROU ® OF -- v � w~ p �Z + - i� co 1255 CL 1265 RT. in on 0 OOi O co,M ___ _... — ._ _...—__. ... __ N v_.. a _ -- --- _ N �In + �!In - `� PROPOSED GRADE O TOP OF CURB.�,�RIGHT �D ! - - - (0.51X)1-- o m N o uwi Ill 0.85X N 2.88X� - - - r N N F n-5 7G Y. _. _.. .. 0.507G m 0.7D j U_ __l.. . RT. _ _ EXISTING TOP OF CURB 1260: RT. - --- -------------- � `� J W O RIGHT+OF CL 1260 - � 6li- _� 'I 1- - ._.. __---•t-. rn �n r.- n ,o — - - - - 1--- EX GROUND ®_PROPOSED RI W - RIGHT F CL� +� O1Lnv Nf° -"--- S ------- ... N .x'1 Ln w O N 1 O OD N In N 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SCALES: 1"= 40' Horiz. 1"= 4' Vert. 2s• PROPOSED CONSTRUCTION NOTES: (FUTURE IMPROVEMENTS a s _, $ rfrasNmCox tr Ol BY OTHERS CONSTRUCT TYPE A-8 CURB & GUTTER PER COUNTY OF RIVERSIDE FINISHED SURFACE _ STANDARD NO. 201 PROPOSED To EMW CURB a GUTTER O CONSTRUCT 4'THICK CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 401 7)PA1/.'1L71Y]V—L1aV)7B1/iunwac �'� �•pBi II -( 25' I sCRLEs ,•�20'ranmMal I�--(EX __� 1% 2•V„B,a ,;1:�3 �" / I ,`, O3 CONSTRUCT CURB RAMP ,CASE A) PER COUNTY OF RIVERSIDE STANDARD NO. 403 (1, 3, k 4 OF 4) 9 A a N �-` j`• / / MMys ® CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STANDARD"�- 1 T25$-5 i / nEV f M '� NO. 207A (MODIFIED WITH 15' CURB RETURNS, PER DETAIL ON THIS SHEET) ` r I � e51zC r��J LOT 6 OF M.B. 4/241 (VACANT) � /'/ f' , F.N. <<�asyOalF - ?' - '� 4 / oasr coNc p1Re AND � '� Q5 CONSTRUCT CROSS GUTTER WITH SPANDREL PER COUNTY OF RIVERSIDE A� tS I �niaTalo ILAI — — — — — — — — — — — — — — — — — — — — — — — — — — eamaa RAr ���s v _ ///_ -------- STANDARDS N0. 209 do 209A $ rj '8 N$ — — �j moommt �4� b \ • MIOIKDEIR f S / , iv © CONSTRUCT CLASS II AGGREGATE BASE (PER SOILS REPOIM ` © - , N 43'43'53" E 624.4 +T 5;� TAPER ° „ t m 2 7-. rAAx U - --- -- - - r------ g CONSTRUCT 4'ASPHALT CONCRETE (A.C.) PAVEMENT(PER SOILS REPORT) E SANE — — i — — — CONSTRUCT 2" X 4" REDWOOD HEADER AT EDGE OF ASPHALT 25F c �--� 1259 - 4. EXISTING ASPHALT n fi 2 12a,.B2 =CONC.CURB No GUTTER ��@ <-D9M6 1 "� � 1 �L •U __ 9 T--r _ _____-- � _� _ O CONSTRUCT GUARDRAIL BARRICADE PER COUNTY OF RIVERSIDE STANDARD NO. 810 53 _ -€x.cGNc.smwx f I 3 491 1 231 29 1 zs, 1F 323.12' t(/+ ? EX. ANDSCAPING INSTALL STREET NAME SKIN PER COUNTY OF RIVERSIDE STANDARD NO. IB18 INSTALL STREET LIGHTING PER COUNTY OF RIVERSIDE STANDARD NO. 1000 ' FUTURE STORAGE I UNITS �/ i I PARCEL IYIAP 24761 ri OFFICE 1 i ! cX!STING BLDG. P.1V). 164/64-66 45 ADJUST EXISTING MANHOLES TO GRADE - ' 12595 , CONSTRUCT LIGHT RIP RAP PROTECTION (30' wide X 40' long) AT 2.0 FEET PARCEL 1 ,�,. THICK OVER 8'min CLASS 2 BASE AND MIRAFl 700x FILTER FABRIC �o i :zss.s-i� PARCEL 2 �Q„ ! � rn�T-U=�DNsra ( ) ,� 3� CONSTRUCT FLAT STANDARD NO. 303UTLET DRAINAGE STRUCTURE PER COUNTY OF RIVERSIDE T (SEE SHEET 3 OF 4) PARCEL MAP No. 29241 I 15 SAWCUT do REMOVE EXISTING A.C. PAVEMENT AND JOIN WITH PROPOSED A.C. PAVEMENT PER CONSTRUCTION NOTE No. 7 PASADENA ST. CENTRALA VENUE QUPHIC SCALE 16 INSTALL DELINEATORS PER COUNTY OF RIVERSIDE STANDARDS . 40 20 0 40 80 120 CONTOUR INTERVAL - 0.5' A.P.N. 377-151-058 SECTION 31, T.5S, RAW DGS_STS. JOB ADDRESS: RECOMMENDED BY.' SEAL SEAL E� THE APP�noaa�h BEEN REVEM np oN FOR OE1 DEVELOPMENT PREPARED NTH CITY OF LAKE ELSINORE SHEET NO. CENTRAL AVENUE, LAKE ELSINORE o °wc CITY AND STATE LAWS AND A PERMIT CAN BE IssuE� L PREPARED BY: y1 RE�Ny JOHN T. REINHART, P.E. DEPARTMENT OF PUBLIC WORKS LOG N0. R.C.E. EXP. 9p�N ' DIAL TOLL FREE P.O. Box 2105 STREET IMPROVEMENT PLANS 2 DATE a'y `n DATE1i- 11 TEMECULA, CA 92593 PROJECT No. 98-3 & C.U.P. No. 98-6 � f 9- 1-800-127-2600 MR. JOHN REINHART FOR: 9 z ACCEPTED�,, R.C.E. N0. 23464 RA D OT)OIINELL,R.GE Na 28803 DO': • AT LEAST Two DAYS TEL (909) 208-6371 OF 4 SH , THE PRIVATE ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR * E„P, �2/}7/p, * PREPARED UNDER SUPERVISION OF. BEFORE YOU DIG PARCEL MAP 29241, Por LOT 9, MB 4/24 ,P, ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IIIMOIRDIOAOIAO SEItvICE AIENf a SWDIDN CAUF011M EMAIL: jockhortOBnetcom E IN THE EVENT OF DISCREPANCIES ARISING AFTER AGENCY APPROVAL DATE BY MARK APPR.DATE CENTRAL AVE STA: 10+00.00 to 18+00.0 FILE Na '`, OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE ENGINEER RE'NSIONS AGENCY R C.E. DIP. �4 CI V I�- �� SCALE: AS,SHOWN BENCHMARK FGUm BRASS DISK ON 70P OF/BO OF DMING CIIRB!GUTTER RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND (?'�IF� ATE LOCATED OM THE NORIHOLY SKIE OF CEIITRAL AVEMJE, 3.3 FEET SOU71£ASTFALY OF AN FOR: W.O. RENSING THE PLANS FOR APPROVAL BY THE GOVERNING AGENCY. DE90NED BY: JTR/JMM DRAWN BY: JMMCon CHECKED BY: JTR DATE 49T.i�lft 23164 EXF. 12-31-01 DATE: 12/t/�! D.G.S. Development 99003-1 i E10STMG FIRE HYDRANT. ACTUAL LOCA10 SHOWII ELEVATION N"12rLM ' :_I I CURB RETURN _ _ W CURBETU RRN PURUF DATA• """' - --I _, L'UHYE DATA. Deft- W59'19* OTC. ,y r N to — TA - _64 •O:C:-. ._ R 35.00' —__ 35. N OF C _t _ N N — ro _,__ �_ _ _ M' 7i.. r7i. T 34.99' _ T 01 C b n..__ PROPOSED GRADE.O. 1 ___ 1 __ 1N _ `__T$.- _. __Ube LEFT _.. osDx _ _.. _ - ---- LT. 1260Ix _ EX GROUND ® EX R W EFT OF CL n�" r- - a;n r $ "- N" -" 1255 LT. `` N `` - Im �', +m o d Ki (3c N nr LT. 1255 _.._,_.____ .....__....___._.« __... ..,_ U U - '! C +O� oSN__ _ . PROPOSED GRADE O CL OF_R/W �n 1DIN N_ - _.w — �_ ___ ,,__ __.__ _ ____ __,_ _.«.,.__.._ -_—____,__.. [ 2-05 1----- ------- ------- ---- - -- - 98 96- t CL 260 ._. �10 2 1 MAX. _ --- _ EX. GROUND ® CL OF R W -_ N Kn 04 ai y _ Ny,� n Lt. _ - _— aD N +0 4 +o ---J. n LO LO� TO N - ..r _. _.._. _ �.. --� -- ---- -- - --- --------•- __._ - EX. GROUND 0 PROPOSED R/W - RIGHT Of CL 100 VERTICAL CURVE __ _ --------------- 1260 RT. _._ _ _—.__,_ _. .____ ___.�. ____ ___.__--- -____ _. _ RT 1260 W RT. 1255 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SCALES: 1"= 40' Horiz. 1"= 4' Vert. CENTRAL AVE. CRANE S7 z (SEE SHEET 2 OF 4) PARCEL MAP No. 29241 ® LS 2 I I ( r --1----� f--1---- �---- ---- E 31 \\ I (SEE SHEET 4 OF 4) ,�� FUTURE BUILDING I STORAGE 67PROPDSED UNITS N J sow, n+snco suuAGc i PARCEL 1 rip" 1,1 BaILr ,•.-sw r I '3 I y6� j a ? PARCEL 2 �,... a� I i^•" 1 262 34 HII EY'STING©VN�. — — _ — — _ — — — — _ _ �' 1 .>' — — — — — — — — — —— — — — — - (FUTURE IMPROWMEIVS C GRAVEL \4� — _ EXISTING SANITARY SEWE ° I r -- - - -----------N 46'1 7'03" W-- + 16.5' SEWER EASEMENT - ExISTINc sANrtARY" •. EXISTING R/71ARf MHPROWEI/ENTS' I BY OTHERS) —"°° O Ra4D - , ---- --- 660.25'- ----------------- - ------- - �.e - _GRAVEL - ( 'SEw F r 1 - - — — — — — — — — — — — — — (WIDTH VARIES) B s• ti Ek'IST,'NG GRAVEL 6 4 n"' L1, ROAc - - - � ` -- - - - - - - - - - - - - - - wwuu yl - - WIDHVARIES) - - - -BYOTTTERS)- - - orWw — - CONSTRUCTION NOTES- A, LOT 10 of lY1.E3. 4/241 ` xnr r t (VACANT) x` I CONSTRUCT TYPE A-8 CURB ! GUTTER PER COUNTY OF RIVERSIDE ���'��� O g ® CONSTRUCT 2• X 4' REDWOOD HEADER AT EDGE OF ASPHALT STANDARD No. 201 � I O CONSTRUCT GUARDRAIL BARRICADE PER COUNTY OF RIVERSIDE O CONSTRUCT 4•THICK CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE No. 81 o 4 STANDARD NO. 401 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STANDARD NO. 816 O 8 O CONSTRUCT CURB RAMP (CASE A) PER COUNTY OF RIVERSIDE 11 INSTALL STREET LIGHTING PER COUNTY OF RIVERSIDE STANDARD NO. 1 0DO STANDARD NO. 403 (1, 3, h 4 OF 4) tr O4 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE OiNDARD © ADJUST EXISTING MANHOLES TO GRADE PASADENA STREET � NO. 207A (MODIFIED WITH 15' CURB RETURNS, PER DETAIL ON THIS SHEET) 13 CONSTRUCT LIGHT RIP RAP PROTECTION (30' Wide X 40' long) AT 2.0 FEET Y O CONSTRUCT CROSS GUTTER WITH SPANDREL PER COUNTY OF RIVERSIDE THICK OVER 6'(min) CLASS 2 BASE AND MIRAFI 700x FILTER FABRIC ,• •I STANDARDS NO. 209 do 209A O CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER COUNTY OF RIVERSIDE STANDARD 140. 303 var© CONSTRUCT CLASS N AGGREGATE BASE (PER SOILS REPORT) GRAPHIC SCALE /� s 1© SAWCUT k REMOVE EXISTING A.C. PAVEMENT AND JOIN WITH 40 20 0 40 80 r20 A 1V 21 1 VI L� 1� rjL a TR O CONSUCT 4'ASPHALT CONCRETE (A-C.) PAVEMENT (PER SOILS REPORT) PROPOSED A.C. PAVEMENT PER CONSTRUCTION NOTE No. 7 IN FE6. 12 20OZ ' 16 STALL DELINEATORS PER COUNTY OF RIVERSIDE STANDARDS , REVIEWED r . CONTOUR INTERVAL - 0.5' I�rAnNDcm B,r, A.P.N. 377-151-058 SECTION 31, T.5S, RAW DCS_SIS. JOB ADDRESS: SEAL SE PLANS HAVE BEEN IEYETFJ)FOR CONTOUR WIN CENTRAL AVENUE LAKE ELSINORE /WI J� PREPARED BY: CITY OF LAKE ELSINORE �ESS/ THE APPROPPoATE OONDITIONS of DEVFIOPMENT A�NID� SHEET N0. a�.� REIN CITY AND STATE LAMS,AND A PERART CNN BE DEPARTMENT OF PUBLIC WORKS LOG NO. `' y r JOHN T. REINHARr, P.E. 1 ' 9p " DIAL TOLL FREE P.O. BOX 21 os, STREET IMPROVEMENT PLANS 3 PROJECT No. 98-3 & C.U.P. No. 98-6 DATE >:v 'a,•.. DATE/a-Y-» 1-800_227_2600 TEMECULA, CA 92593 R.C.E. N0. 23464 RA 'ROE.No.26603 EXA \ MR, JOHN REINHART FOR: Q THE PRIVATE ENGINEER SIDLING THESE PLANS IS RESPONSIBLE FOR A�101�' AT LEAST 1M0 WYS TEL:�ggg)...EB6..g 951.759.4532 OF 4 !w } ASSIALING THE ACCURACY AND ACCEPTABIUTY OF THE DMO N HEREON. it EXP• 12/31/01 * PREPARED UNDER THE SUPERVISION OF: IEFORE YOU MG PARCEL MAP 29241, Por LOT 9, MB 4/24 N HIVE EVENT OF DISCREPANCIES ARISING AFTER AGENCY APPROVAL DATE BY MARK APPR DATE Up01MN11110 SI3IYICE ALERK GT SIRIIILDI CALiIMA EMAIL q u� cT CT • tel:110. T oR DLRKINc CONSTRUCRON,THE PRIVATE ENGINEER sHAu BE ENOINET]t REVISIONS AGENCY `� CIV1�. �r SCALE: A.7fY/ENA JI STA. 10+00.00 to 17+00. RESPONSIBLE PoR DETERMWNG AN ACCEPTABLE S!%LL ANO DESIGNED BY: JTR R.C.E. EXP. ��, , OA7E�1.�� AS SHOWN BENCHMARK FWD BRASS DISK CN TOP OF/END OF EASING CIIIIB!glTiDt REVISING THE PLANS FOR APPROVAL BY 111E OOVERMNC AGENCY. /JMM DRAMN BY: JMMCon CHECKED BY: -JTR DATE CF C DATE: LOCATED ON IIE NDRILE%Y SIDE OF CENIRAL AVDIE 13 FELT 9O I1 NEE S1FALY tF AN FOR: D.G.S. Trent W.O. 99003-1 T. T R.C.E.No.23464 EXP: 12-31-01 12/8/99 DOSING FTIE HTORANT. ACNAL LOCA SH OM ON SHEET ELEVAIKN.T M Development . I CURB RETURN CURB RETURN-,- `W In CURVE DATA CURVE DATA: U 5497' ¢ n U O F DeNa� 89 59'19- I Delte� 90 00'S6- 54.99' F� N IA o N —D C. L -35 00 R_ 35.00' C. gc — + N o. �'~ 97' L 54.99' -t 3 7�- �o r' N ~io. c A49-1- a7 T 34.99' _T 35.01' n a Oo c PROPOSEDGRADE O TOP d 44 d^� h N OF CURB LEFT .__ 0.50XN _ _ ___-.T.__ -- _ 1260'' LT. _ ink p U U LT. 1260 C4 IN N I o—EX" GROUND ® EX. R�W�-fit EFT OF CL �a ��- rn I- .r - �` .___ 1258tLT. co ---r-----��N ,N +o ^0 1-o o N W _�i LT-125b < N o1�17 of fG 10 U) co Co—co G N. dN- dN dN dN N N Ol-.._. -. co _._._. 100' VERTICAL-CURVE J n � U "F L O!Lo in- _ o +o too o, I I` - + N --- ---- - --—�. PROPOSED GRADE O-CL OF R/W N N_ - d`-4- o . .. — --- O - d - Lo — �.r d N N _ ._ -- _.t5 -2.007L_._-_ -�- 1260' CL -- - d- 1 -1.oax 4-, CL 260 33 ------ -------- - ------ - ---------- ---------- ___ -- -�- - ---- _.:.._.� _._. � M J — I i �� s In EX. GROUND' ® CL OF R I W oN, o p+�N n of * Za� j .12_. __ ! — + D Oi h M .__.. •O n....—_.__ �__. 0 f.__ ~ -. CL 1�255_ ._... J CL o +00 N +^ r` ... 7 p N O �. : - EX. GROLIND ® PROPOSED R/W --RIGHT OF CL 100 VERTICAL CURVE 12601 RT. !, RT. 1260 ---- - ---- --___-- ------ ---_----- - ----- - ------ ------ 1255'-RT. RT.�1255� 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SCALES: 1"= 40' Horiz. 1"= 4' Vert. to u'n �, CENTRAL AVE. PARCEL CRANE ST. ^ j (SEE SHEEF 2 MAP NO. 29241 - (SEE SHEET 4 OF 4) OF � 4 J I. OQ f I \ FUTURE BUILDING I i y�_ a t II F PROP a aAp <-a°°x ° > j i I -` STORAGE --- ----' 1----� �----1- 1 1 USPIED UNIT I oPRDPusED° 4cE N TO DZ7M e i PARCEL 1 = �t GUM PROPOSm�� I' 4 � ,,,,• _ I , 4. N PARCEL 2 scAlts t•-20 .it +'- 2'Wrllod 67.91' 282.34' 4.� e 3 i I JB I. 3 •,"1.. .:.,<•. c. .:_.,: .. •:•:: .an. ••,4_ _� .r,,1... :e M1'1 j I� . l:C I _ Dow _< - - - - - - - - - - - - - - 1 L' - - - - - - - - - - - - - - -� - - — - - - - - - - - — - - - - - L - -� - - - - - - - - - - - - - - - =r,snNc® y,y ^ v a ! MHbDp9 N gI _x!S71Nc SORE IMPROVEMENTS FUTURE IMPROVEMENTS a GRAVE' �1 ,- a - cxisnNc snNiTnRY sEweR n _ . ___ I , ORAVEI 185 SEWER EASEMENT Exisrwc snN.nAv- 11 ( t; ( - --- - -----------N 46'1703 W----- - T O.25'- ---- - ---------- - 5wu p 7;o - - i+6o - -MOD TS- - 1 BY OTHERS) — — a (WIDTH VARIES) 8 ��,-�; g-4� — — —Ex15T1lvG — —w�L —© — 4' — 6 N�'IWIDTH VARIES) BY OTHERS) - - - - - - - - - - - - -y- - �- - - - - - - - - - - - - - ; - - - -- - - - - - - - - - - - - - CONSTRUCTION NOTES: h I li ,Dw®, LOT 10 OF NLB. 4/241 ( VACANT) IA7R 8 CONSTRUCT 2 X 4 REDWOOD HEADER AT EDGE OF ASPHALT O1 CONSTRUCT TYPE A-8 CURB k GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 201 9O CONSTRUCT GUARDRAIL BARRICADE PER COUNTY OF RIVERSIDE ® 9O 4 t• �,0 �Y � I STANDARD N0. 810 I O2 CONSTRUCT 4-THICK CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE 1 Q STANDARD N0. 401 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STANDARD NO. 816 Q4 O3 CONSTRUCT CURB RAMP (CASE A) PER COUNTY OF RIVERSIDE 11 INSTALL STREET LIGHTING PER COUNTY OF RIVERSIDE STANDARD NO. 1000 I I STANDARD NO. 403 (1, 3, & 4 OF 4) Q ADJUST EXISTING MANHOLES TO GRADE ® CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STIWDARD PASADENA STREET NO. 207A (MODIFIED WITH 15' CURB RETURNS, PER DETAIL ON THIS SHEET) 49 CONSTRUCT LIGHT RIP RAP PROTECTION (30' Wide X 40' long) AT 2.0 FEET THICK OVER 6-(min) CUSS 2 BASE AND MIRAFI 700R FILTER FABRIC Q5 CONSTRUCT CROSS GUTTER WITH SPANDREL PER COUNTY OF RIVERSIDE j STANDARDS NO. 209 k 209A 40 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER COUNTY OF RIVERSIDE STANDARD NO. 303 O6 CONSTRUCT CLASS It AGGREGATE BASE (PER SOILS REPORT) GRAPHIC SCALE 15 sAwclTr 8: REMOVE EXISTING A.C. PAVEMENT AND JOIN WITH 40 20 0 40 80 120 O CONSTRUCT 4-ASPHALT CONCRETE (AC.) PAVEMENT (PER SOILS REPORT) PROPOSED A.C. PAVEMENT PER CONSTRUCTION NOTE No. 7 9 INSTALL DELINEATORS PER COUNTY OF RIVERSIDE STANDARDS I CONTOUR INTERVAL 0.5' A.P.N. 377-151-058 SECTION 31, T.5S, RAW DGS-STSd PUNS HAVE BEEN RENEWED FOR COMPLIANCE ten+ CITY OF LAKE ELSINORE SHEET NO. JOB ADDRESS: RECOMMENDED BY: SEAL SEAL ESSI THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND QR L PREPARED BY: DEPARTMENT OF PUBLIC WORKS CITY AND STATE LAWS,AND A PERMIT CAN BE CENTRAL AVENUE, LAKE ELSINORE �9 IssuE�. y�`� �•�UNy fit; JOHN T. REINHARf, P.E. � g LOG NO. D EXP. 9P� " DIAL TOLL FREE TEOMEcu°la 21c1°►5"92593 STREET IMPROVEMENT PLANS 3 �r.,.,.//Dl��, ,�.r DATE/2-Y-99 1-800-227-2600 FOR: . PROJECT No. 98-3 & C.U.P. No. 98-6 MR. JOHN REINHART ACCEPTED BY. I . 'R.C.E. NO. 23464 RA O'DONN R.D.E No 2660.T EXP- AT LEST TWO DAYS TEL (909) 206-6371 PARCEL MAP 29241 Por LOT 9 MB 4/241 of 4 SH sz� 6 F THE PRIVATE ENGINEER STONING THESE PLANS IS RESPONSIBLE FOR .. * E✓<P• 12/31/01 �[ PREPARm UNDER THE SUPERVISION OF: BEFORE YOU ' EMAIL jacldlGl•tOrmet.com , ASSURING THE ACCURACY AND ACCEPTABNTY OF THE DESIGN HEREON. DATE BY MARK .._. APPR. DATE U1D°�"01"D sLTNr�E"'�"� sounILTIN 0A11°"M" ASADENA ST STA.- 10+00.00 to 17+00.0 FILE N0. 1 `A IN THE EVENT OF DISCREPANCIES ARISING AFTER AGENCY APPROVAL v\{ OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE ENGINEER REVISIONS AG?ICY �4 CI V T\- �r SCALE AS SHOWN BENCHMARK FOLIO 9tA4 00 ON TOP OF/DID OF EIDSINO CURB!pIT1ER RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DESIGNED BY: JTR JMM DRAWN BY: JMMCon CHECKED BY: JTR DATE 'M. (f'CALIF DATEA�s�✓� OAl@ T2 8 99 LOCATED ON TIE Ngtn�l�LY'OF CENTRAL AVENUE 33 FEET S011ll£AS1fldY OF AN FOR: D.G.S. Development W'0' 99003-1 REVI9NG THE PLANS FOR APPROVAL BY THE GOVERNING AGENCY. / T. ART R.C.E.No.23464 E7�: 12-31-01 / / E1057B0 FRE HYDRANT. ACTUAL LOCATim mm ON 9EET 2 ELEVATION"1262 69 I m mz� z td-. $ I of '�? c, _ _ __ vN LT. 1265 — ___-- _ M .- -c w-+°i.,pGO___ PROPOSED,,GRADE_0 T P <.o o OF CURB LE_ FT N - N MN _..... .. ------ I ---- _.. ..__Db0G . _ _. _ _ o LT. 1260 ----_---- -_-----_ ____ ---___-- ---- =+ CID EX. G UND ® EX. R/W_�LEFi OF CL W'�N 12551 LT. N I T - w _0� 'Z _ _ N wFi _ a. a PROPOSED GRADE O CL 0 RAW ........ 1260 CL 1260 I � ri 40 Z GROUNDI ® CL OF R/'W ^' *Z I` 2 1 MAX X _.. it 1255 CL + $ 1 �� RT. 1265 -- H + 40PROPOSED _ `FINISHED GRADE -_ 0.50X� PAVEMENT RIGHT 12601 RT. ___ _. RT. 1260 0 PROPOSED R,W — RIGHTf OF CL 1255 RT.-� --_.. _ ...._._-_ __ I _- _ 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SCALES: 1"= 40' Horiz. 1"= 4' Vert. s PASADENA ST. ; �2 ( � (SEE SHEET 3 OF 4) CONSTRUCTION NOTES: ��. PARCEL MAP No. 29241 �� �_sz -> I -------------------------------------- ------- -------------------------------------------- n PAg9�SED :-. I i /1---`- '--;� 1 CONSTRUCT TYPE A-e CURB k GUTTER PER COUNTY OF RIVERSIDE nNxNFn rnfaE v. ¢ is -- 2.c w� i i irk`• i O STANDARD NO. 201 ------------------------ ----- ------------------------------ ----- ` h----------- F------ I m E l .t►�.5 a rSn yuFvr I X I �`w --- - --' y 3;' E O2 CONSTRUCT 4'THICK CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE � . STANDARD N0. 401 txAleB�ry:m Nrrrwl - -- - • I i X 3 CONSTRUCT CURB RAMP (CASE A) PER COUNTY OF RIVERSIDE I'- r V"w °t � I 1�° v �j 41._ PARCEL MAP 247rJj O STANDARD No. 403 (1, 3, k 4 OF 4) 4 PARCEL 2 P.M. 154/54-55 I ,, O CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. 94 y� i 25g: FUTURE STORAGE UNITS FUTURE STORAGE UNITS / / NO. 207A (MODIFIED WITH 15' CURB RETURNS, PER DETAIL ON THIS SHEET) �S •1 �� e DL LANDSCAPING CONSTRUCT CROSS GUTTER WITH SPANDREL PER COUNTY OF RIVERSIDE Q9 554 29 1 H _ _ STANDARDS NO. 209 ! 209A -Nm Na I SEWER EASEMENT 1 e g a- C. qn --- B CONSTRUCT CI II AGGREGATE BASE PER SOILS • 4' a �_ t � O t _ 4 - - - - -� - - - = - - —�— i CONSTRUCT ♦ ASPHALT— — — — o - ewsnrrc Amu, A SOILS Y _ hu ------ --- --- - -- - (AC.) (PER LS REPORT) fi+GG�•.uiSIlrvS:.SdNrtr ----- _ _ _ -__ --p � � CONCRETE PAVEMENT ...,.__r.._.,..-.... — 8 CONSTRUCT 2'X 4' REDWOOD HEADER AT EDGE OF AWHALT �I $ NSIM Rif► — — — —— — — — — — — — — — — — — — —l20 . — - T vw CONSTRUCT STANDARD NO eOIIIWDRAIL BARRICADE PER COUNTY OF RIVERSIDE 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STANDARD NO. ale B 25 25 g �3 INSTALL STREET LIGHTING PER COUNTY of RIVERSIDE STANDARD NO. 1000 SEI ~> LOT 12 OF M.B. 4/241 (VACANT) / Q ADJUST EXISTING MANHOLES To GRADE CONSTRUCT° I y I FEET 0 I ( © THICK OVER 8(min) CLASS 22 BASE D RIP RAP PROTECTION (MIRAR 700x FILTER FABRICAT 0 I ^ I ((FUTURE IMPROVEMENTS O4 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER COUNTY OF RIVERSIDE rn z BY °"' ) 303 CRANE STREET 15 STANDARD N0.REMOVE SAWCIlr& REMOVE EXISTING A.C. PAVEMENT AND JOIN WITH PROPOSED A.C. PAVEMENT PER CONSTRUCTION NOTE No. 7 C)APHIC SCALE 16 INSTALL DEUNEATORSS PER COUNTY OF RIVERIIDE/�Si 40 20 0 40 80 120 AS- TBU ELT PLAN N RPVIEwty • FEB. 12, 2002 CONTOUR INTERVAL - 0.5' dwg JOB ADDRESS: REcarMOOEo en SEAL SEAL PLANS HAVE BEIEN REVIEWED FOR COMPLIANCE NTH A.P.N.APN 377-1CITY SECTION 31r ORE RAW D SHEET CENTRAL AVENUE, LAKE ELSINORE F4U1FEss1p,. THE APPROPRIATE CONDITIONS OF DEVELOPMENT /C�(t L PREPARED BY: CITY OF LAKE ELSINORE srlEEr wa 'Y CITY AND STATE LAWS,AND A PERMIT CAN BE DEPARTMENT OF PUBLIC WORKS LOG NO. R.C.E EIP. ti .REl ys9p ` DIAL TOLL FREE po N BOX 2105 P.E.E STREET NAPROVEWM PLANS 4 DATE w.fs..ra,-�FJL/m,._��, DATE/1-f-» 1-�-227-2� TEMECULA, CA 92593 - FOR: i PROJECT No. 98-3 do C.U.P. No. 98-6 TE JLHN RE 925 R.C.E. N0. 23464 RAn�bNO •DO -R.aE.No.zeeos Dw: • TEL:4909) 296 ea7+ S PARCEL MAP 29241 Por LOT 9 TAB 4/24 ART ACCEPTED BY: AT LEAST TRO DAYS 4SI• Y•Iye2 OF 4 9M1 ....�• THE PRIVATE ENGINEER SONNG THESE PLANS IS RESPONSIBLE FOR PREPARED UNDER THE SUPERVISION OR BEFORE YOU DIG - r r - i( Exp. 12/S1/01 * EMAIL] -. ASSUNNG THE ACCURACY AND ACCEPTABWTY OF THE DESIGN HEREpI. GATE BY MARK APPR. DATE MOEROROIRRI Snnr.E MERE a saurNEIBI CIEFaRNA c CRANE ST STA. 9+50.00 to 17+SO.00 FILE N0. IN THE EVENT OF DISCREPANCIES ARISING AFTER AGENCY APPROVAL OR DURING CONSTRUCTION.THE PRIVATE ENGINEER SHALL BE ENGINEER REVISIONS AGENCY '�4 CIV1�- S AS SHOWN BENCHMARK FOuo BRASS DISC ON TOP OF/EID OF EIOSNMG C12i8!CUTTER _ RRESPONSIBLE EVISING THE OR DETERMINING E ER NINAPPRovAL BY EPTA E SOU.111- AGENCY. DE9oNED 9Y: JTR�JMM oRAwN BY. JMMCon CHECKED BY: JTR DATE EXP. �q��1F '� c DATE K14O� DATE: 12 8 � ��(W 1HE Npt1FE%Y SEE OF CENTRAL A1E11UE 3.3 FEET Sp111FASIEiLY(F NI FOR: P V3: JW T.RENHART R.C.E.No.23484 DP: t2-31-01 DDSING NIE HYDRANT. ACTUAL LOCATION WOMI ON SIEET UNATION-1262N D.G.S. Development 99003-1 J Of N1�Vp�LV~ +�C M. u- U 1 W N.��m�°Nj�N r7 rnF O1 "0 I. N-to �N LT. 1265 .436 0 _ 0 + �. eau PROPOSED GRADE O TOP - d N yam °i�, w___o°0n_ o no CURB LEFT - _ - vlm orn d� Lo � d NNN .�... 007L _. -USG%_-1260: LT. — 1 Y�7OF o�-- �— 0.- 4 ---- O u- _.,_., ------ ----- ------------------ ----------- ---------- ----------- ----------- — - LT. 1260 I - , -m EX. G UND ® EX. R W - LEFT OF CL W�m mK0 a to cq 1255 LT. Nn o vi — w o n_ +I 0y —A) 1 N —..._. - _. _ __dN _� Vi*. +I OGO n +w o to r, PROPOSED GRADE O CL 0F� In CL 265 •. U N + NCO,_.- .1.. --_ -1 -- --- ----- v0 coN - --- ----------- -__---�_ -- - -- _ EX. GROUND ® CL OF jW m aj F .< + w- - 12551 RT. 1265 a _y PROPOSED FINISHED GGRADE O _ rn - .__ - _ --- - __—N-_ EDGE OFi PAVEMENT RIGHT 0�%�—�7 �• 1260 RT.� _-- . ..... .... RT. 1260 EX-GRO ND-® PROP SED R/W - RIGHT OF CL - __-- 2:1 MAX. _� I 1255 RT " 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SCALES: 1"= 40' Horiz. 1"= 4' Vert. aD• 10' 1 1. 12' N• PASADENA ST. I \ (SEE SHEET 3 OF 4) PARCEL MAP No. 29241 CONSTRUCTION NOTES: !I s�• er3 -> I r-----------' ------- --------- ' FVasNEn ceAoE Y rwDrostD v - .,qnc e2K } I i O CONSTRUCT TYPE A-8 CURB k GUTTER PER COUNTY OF RIVERSIDE FAGPDSED e' TiwsNmAROPOSED y I i F------------------------------------- -4=y�----� r-------- �I I STANDARD N0. 201 ;• ---------------------------- ---------------ti { I ro SW'v'v I � aa1 I ,� o! O CONSTRUCT 4-THICK CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE Amy , - esc�rr jz I I i I •,�III y I STANDARD No. 401 Non:a"eot - --- iI + " fl x - PARCEL MAP 24751 O ( ) PER COUNTY OF RIVERSIDE _ 3 CONSTRUCT CURB RAMP CASE A �• 1 �'� PARCEL 2 J• �'V STANDARD NO. 403 (1, 3, & 4 OF 4) © I I P.M. 184/64-66 FUTURE STORAGE UNITS FUTURE ' -I$ 4• STORAG UNITS '', ® CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. 9s E / •�'�' _ .I .��' .259. NO. 207A (MODIFIED WITH 15' CURB RETURNS, PER DETAIL ON THIS SHEET) 554 2g 1 H_ a LANDS APING O5 CONSTRUCT CROSS GUTTER WITH SPANDREL PER COUNTY OF RIVERSIDE STANDARDS NO. 209 & 209A oc —C IDEWAL — — 1 4' a SEWER EASEMENT 1 <- r o 0 0` 0 1 - aRe a aunm 6 CONSTRUCT CLASS II AGGREGATE BASE PER SOILS REPORT) A �p - - 7 Sµap _ n�ioD xl nw T O CONSTRUCT 4-ASPHALT CONCRETE (A.C.) PAVEMENT (PER SOILS REPORT) -1'J-�h.7.J� G 6L .G0._ _ _ $I.`iANITARY N __ l a _ l •� — -- - IF. If ALRA--- -- ---- - --- ----- ' to - y CONSTRUCT 2- X 4-REDWOOD HEADER AT EDGE OF ASPHALT — — — — — — — _ -I ,J �`"--•---�- „_.. s l�IIIM R� �_ir — —\ —— — — — ,` — — — — — — — — �~ �- •'� — — ;' — O CONSTRUCT GUARDRAIL BARRICADE PER COUNTY OF RIVERSIDE 12b�. �'MgUtDQ —1254.5 �' I x STANDARD NO. 810 25' 25' I `� ,!. .ry 1262.o INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STANDARD No. 816 s� LOT 12 OF M.B. 4/241 ( vaCaNr) 11 INSTALL STREET LIGHTING PER COUNTY OF RIVERSIDE STANDARD 140. 1000 I ADJUST EXISTING MANHOLES TO GRADECONSTRUCT I THICK OVER 8(min) CLASS 2 BASE RIP RAP PROTECTION (AND MIRAFI 700x FILTE long) AT O FABRIC FEET I (FUTURE IMPROVEMENTS ® CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER COUNTY OF RIVERSIDE I BY OTHERS) STANDARD N0. 303 CRANE STREET 15 SAWCUT& REMOVE EXISTING A.C. PAVEMENT AND JOIN WiTH PROPOSED A.C. PAVEMENT PER CONSTRUCTION NOTE No. 7 GRAPHIC SCALE 16 INSTALL DEUNEATORS PER COUNTY OF RIVERSIDE STANDARDS 40 20 0 40 80 120 JOB ADDRESS: RECOMMENDED Or CONTOUR INTERVAL - 0.5' A.P.N. 377-151-058 SECTION 31, T.5S, RAW SEAL S DG5_STS. I � v SE ESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE MTH CENTRAL AVENUE, LAKE ELSINORE ppOFE531p THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND�OR L PREPARED BY: CITY OF LAKE ELSINORE SHEET No. P REIN f OTY AND STATE LAWS,AND A PONT CAN BE ISSII DEPARTMENT OF PUBLIC WORKS LOG N0. R.C.E. EXP. �'~,Zl� yy-O JOHN T. RdNHARi, P.E. DATE �� ` DIAL TOLL FREE P.O. Box 2105 STREET IMPROVEMENT PLANS 4 a PROJECT No. 98-3 & C.U.P. No. 98-6 �n.._ .'l��R _ DATE/L-9-99 t_800_227_2600 MR. UL/` CA 92593 FOR , z ACCEPTED BY: R.C.E. N0. 23464 RA ID ELL,R.C.E Na 28603 E7�: AT MR. JOHN RdNHARi THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR TEL- (909) 206-6371 OF 4 SH 9 C • Exp. 72/37/01 iz PREPARED UNDER THE SUPERVISION OF: BEFORE YOU DIG PARCEL MAP 29241 Por LOT 9 MB 4/24 [�m$fJl ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. DATE BY MARK EMAIL, )CICkhGItOrmeLCOm IN THE EVENT OF DISCREPANCIES ARISING AFTER AGENCY APPROVAL APPR.DATE UIIDGOIOIxID SERVICE ALERT OF SOUL EIDI CALIFORNIA p��� CT CT f1 C^nn ♦ FILE NO.OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE ENGINEER CIV11\E JI JIA: .7+JV.W l0 17+50.00 \ ' RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTCIN AND REVISIONS AGETICY R.C.E E7�. 4�CI V I� �Y• SCALE AS SHOWN BENCHMARK FOLMD BRASS DW ON TOP OF/END GF DOSING aIRB!pIT1Ek REVISING THE PLANS FOR APPROVAL BY THE GOVERNING AGENCY. DESIGNED BY: JTR/JMM DRAWN BY: JMMCon CHECKED BY: JTR DATE Q`CAL1F DATEK�i[ DAIS 12 8 9 LOCATED ON THE Nat11ERL.Y SIDE OF @ITRAL AVENUE 3.3 FEET SDUUE/SIEALY ff AN FOFC W.O. - -- T.RDNHART R.C.E Na 23184 ExP: 12-31-01 / / 9 DOSING FIE HYDRAIIt: ACNAL LOCATION SHIM ON SHEET DFVATIpI 1282p D.G.S. Development 99003-1 1; _ - r