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Home My WebLink About09-287_09-286 2000- 3.0% 4 1,14TE 11 MEW 6 2'AC ---02'X4'REDWOOD HEADER 1346 ..... .... . 1345 �ACTE HAME"5X ...... 7 2'X4'RED�HEADER .............. ... ..... ............ c I M;W --ED HA—"5X �7 2�1..HEADER .......... ..... ..... ..............'=44 ..... ..... ... ............ ............ ........... Ei 1340 = ——— - 1340 ... ....... .......... ....... —————— .... ............. ...... .. ... ...... ........... .............. .......... .................................. —————— ALLEY SECTION ............. �:-.l 11 A- .. ... ..... ... .. .......... . .. .... ........ .... .. . ............. ............ :4 (NOT TO SCALE) I 1000 10490 11400 11+50 12400 12450 19-00 ALLEY STEEL BOLLARD -A ----------- .......... - 6-HISH P%00'0 mNcE AROUND z WOOD PENCE 1�"`H(OH AOUNV PROP. LEGEND W 6" DIA. x 6'-0" L. CONC. FILLED ll t STEEL BOLLARD 61 HI WOOD -A OH "W' 1128.78FS FINISH SURFACE A- � (1 128.78)FS EXISTING FINISH SURFACE 0 11 28.78FL FLOW LINE (11 28.78)FL EXISTING FLOW LINE CONC. SLAB 11 29.78TC TOP OF CURB 10 .I (I 128.78)TC EXISTING TOP OF CURB L0 EP EDGE OF PAVEMENT F UD FG FINISH GRADE k NATIVE SOILS FLOW LINE W/ 95% COMPACTION EXISTING BLOCK WALL cl CONC. %' —X EXISTING FENCE TREE FOOTING I......... IIbp 6 F777777777= [�— 1 — 2"THICK AC PAVEMENT 1 -611 SCALE: 1"=20 FOOT STEEL BOLLARD i (NOT TO SCALE) 0 20 40 60 80 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RLMEWED FOR COMPLIANCE WITH THE A.A & ASSOCIATES INC. SEAL (ENGINEER) suRVLYOR MICHAEL SANCHEZ L.S. 5508 2 1 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BUILDING DESIGNERS 1482 HUMMINGBIRD WAY CITY OF LAKE ELSINORE SHEET STATE LAWS AND A PERMIT M BE ISSUED. 2222 KANSAS AVE. SUITE D HEMET, CA 92545 R2ERSIDE , CA . 92507 (951) 684-4222 951.634.6796 415 ADOBE ST 2 6/20/2009 SCALE.- - ' LAKE ELSINORE, CA OF�§� KEN A. SEU94L0, RCE No. 56915 EXP.61JO10911 DATE IMAD'ASU—GHARBIEH CITY OF LAKE ELSINORE CA I = 20 ELATE 92532 FILE No. CITY ENUNEER RCE 52001 EXP. 12/31/10 DATE 6-20-09 STREET IMPROVEMENT C)q,2 -7 PP-OP05ED TOP OF 6'CUM 0 20 FT Li 9EXI9TIN6 6 CA)M a 20 PT ILMPT_� C L R R/W ...... ........ 1350 60.00 .4-A ..... 30.00 A 30.00 ............. ...... ..... 2 0.00 20.00 10.00 3 4 . .4 I_ a E....... .... a ISO...... I10 -6,GO .... l .... . -6.00 13N1 . ... . 2*011 2.5X M a - 1*....... ............. ............ ................ UIST STRT ....... .......................... ...........4t::6: �=J ...... ..........:n a &aiC�LINEEXSr ................ .. .......... .........:.3 ............... ..... .................. ff 1350............. ............ ... ..... .............................. ... .... ............ .... ...... .. ...... ................... ...........- .................. A��== I.- -...................... ...... ...... ................. ............. ................ ........ z ADOBE STREET . .......... J -4 .......... (NOT TO SCALE) 1130 ............... .... .. .......... _........ ... .- :.............. ..... ....... ........... CONSTRUCTION NOTES: QUANTITIES 12wo 10-W 10.W 11-00 IIMlO 12-00 12.00 19.00 1340 (D CONST SIDEWALK PER RN COUNTY STD NO 401 275 S.F. ADOBE STREET CONST TYPE A-6 CONCRETE CURB&GUTTER PER RrV COUNTY STD NO 200 50 L.F. CONSTRUCT CONCRETE DRIVEWAY PER RIV COUNTY SM. 207(A-16' ,B-221 1 EA GRIND AC PAVEMENT AND OVERLAY 0.1'MIN. 50 S.F. CONSTRUCT HALF WIDTH STRUCTURAL SECTION 3*AD AND 5*CLASS 11 AGO. BASE 865 S.F. CONSTRUCT STRUCTURAL SECTION 2"AC Soo S.F. Q) CONSTRUCT 2*X4*REDWOOD HEADER 100 L.F. GENERAL NOTES I. uNote to Contractors: The existence and location of any .ndergro nd utility pipes or structures shown on than plans were obtained by a search of available records. Approval of them plans 41 z by the City of Lake Elsinore does not constitute a representation as Is to the accuracy or completeness of the location, nor the existence CisrcS or non-existence , pipe or structure within of any underground utility, the limits i du precautionary measures for the protection of all utilities, pipes uri Nri of the project. The Contractor is required to take all Z.z1 ."I t +1.1 + r structures,whether shown on these plan.or not. Any utility(ies) z damaged to the Performance of the work shall be repaired or Is replaced the satisfaction of the governing agency by the PAD-1349.75 Contractor, at his expense. 2.All shall conform to City Codes,Standard Specifications LEGEND for Public Works(Latest Edition),and latest Standard Drawing of the County of Rivmid.. 11 is the Controctaft responsibility to be familiar with than standards and codes at all time.. 4 oe, 3.Th.Contractor shall notify the City Public Works Inspector, 1128.78FS 2 forty t 20--M TC _eight FINISH SURFACE 48)hours prior to beginning any work. Call for 49 4 Irepectio at(951) 674 3124,extension 247, between the hours of ............... p/d" 'ap) 9 4.Contractor shall maintain traffic control in accordance with EXISTING FINISH SURFACE :DO am and 4:00 pm.Monday through Thursday. (I 128.78)FS ............................. Caftran.Traffic Manual and Watch Manual at all times during ....... or construction, ......I Failure to �as approved by the City Engineer or his representative. I I 28.78FIL FLOW LINE ............................. ..... ........................ 7 7� 7 a hall require Immediate work stoppage. 5. It shall be the Contractor-,responsibility to have a n L; do (I 128.78)FLII dependable representative at the job site,at all times during EXISTING FLOW LINE ry 4� const .hall be the responsibility of the Contractor to arrange for ruction �'XOC .It '.11 /1.;/ �> the n..."'y".1-tion of any utilities. Contractor shall notify all 1128.78TC TOP OF CURB STREET utility companies Involved,at least forty-eight(48)hours prior to g we SA)at 1-800-422-4133,at least forty-eight(48) beginning k. The Contractor shall Iwo contact Underground (1 128.78)TC EXISTING TOP OF CURB ......------ in Se I"Alert ht,'m pn beginn g work. 7.The Contractor hall be respn and cast of all existing utilities.onsible for the clearing of the pprrooppoowork a-and relocatio EP EDGE OF PAVEMENT 5.6 1"It' Subdivitler must inform the City of Lake Elsinore of construction prior to beginning construction. S.NI underground facilities and laterals Including but not limited FG FINISH GRADE -Q to Rawer, be in place telephone,electricity,gas and drainage facilities,Piece prior to povin g the street notion.9."I treat sections are tentative. Additional sell tests will be FLOW LINE taken after rough grading,to determine the exact section required. Section thkknewsas shown are for bonding purposes only. EXISTING BLOCK WALL , tilities and structures must be C).All existing underground u potholed and elevations verified prior to construction. The engineer VICINITY MAP of record hall be notified of any necessary revisions to the approved plena. The revisions,hall be in the form of-AS BUILT- -X EXISTING FENCE plans submitted to the City Engineer for approval prior to the final acceptance of the project. 11.All existing moriumontation disturbed or destroyed during TREE construction shelf be replaced to City standards,as approved by t the City Engineer. Centerline tin are to be furnished to the City Engineer upon completion of the project and before acceptance I. TJ_ granted.An C&G AND SIDEWALK 12. Encroachment Permit shall be required for all Construction work done within Public Rights-of-way. Before(nuance of said permit,the Contractor/Developer must provide the 4 City Engineer with Certificate of Insurance and required bonding for public improverniiints. The encroachment permit must be present at ASPHALT CONCRETE the Job site during the total time of the project construction along AGGREGATE BASE CLASS 11 approved with an set of Improvement plans. 13.if an Encroachment Permit is required through the District SCALE: 1"=20 FOOT No.5 office of Coltrane,please make reference to this fact in the General Notes-section of the improvement plans. • GRIND 0.1'AC AND OVERLAY 0 20 40 60 80 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE A.A & ASSOCIATES INC. SEAL (ENGINEER) SURVEYOR V, MICHAEL SANCHEZ L.S. 5508 APPROPRIATE COADMONS OF DEVELOPMENT AND OR CITY AND BUILDING DESIGNERS 1482 HUMMINGBIRD WAY CITY OF LAKE ELSINORE SHEET - STATE LAWS AND A PERMIT M BE ISSUED 2222 KANSAS AVE. SUITE D HEMET, CA 92545 2507 (951) 684-4222 951.634,6796 oof 6/20/2009 SCALE.- 415 ADOBE ST OF 2 KEN A. SEUMALO, RCE No. 56915 EXP.613010911 as WE I'= 20' LAKE ELSINORE, CA SHEETS CITY ENGINEER (MAD ABLI-GHARBIEH LA TE' • 9252`2 RLE No. CITY OF LAKE ELSINORE RCE 52001 EXP. 12/31/10 WE- 6-20-09 STREET IMPROVEMENT assassins as