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HomeMy WebLinkAbout02-09_02-07 STREET IMPROVEMENT PLANS MISSION TRgIL g i FOR PARCEL MAP 30680 CITY OF LAKE ELSINORE , CALIFORNIA4z GENERAL NOTES: 1. NOTE TO CONTRACTOR: THE EXISTENCE AND 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 LAKE ELSINORE DOES FPM 306B0 NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON—EXISTENCE OF ANY UNDERGROUND UTILITY, 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, CEREAL STREET WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION), AND STANDARD LOCATION MAP DRAWINGS OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILAR WITH THESE STANDARDS AN CODES AT ALL TIMES. ( 3. THEE ST LT NOT TO SCALE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR I INSPECTION AT(909) 674-3124 EXT. 247 BETWEEN THE HOURS OF 9:00 o.m. TO 4:00 p.m. MONDAY THROUGH FRIDAY. CIO 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT tij CONSTRUCTION NOTES AND ESTIMATED QUANTITIES ALL TIMES DURING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO 50 SHALL REQUIRE IMMEDIATE WORK STOPPAGE I NO. DESCRIPTION UNIT QUANT/TIES 1 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE JOB Sl TE AT ALL TIMES DURING CONSTRUCTION. I O O 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. 6� lO INSTALL X" A.C. OVER X" A.B. (PER SOILS REPORT) SF 25,712 € CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING OF WORK. THE b ST Lr 20 CONSTRUCT 6" CURB AND GUTTER (TYPEA-6) PER COUNTY OF RIVERSIDE STANDARD PLAN N0. 200 LF 1,255 CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERNCE ALERT(U.S.A.) AT 1-800-422-4/3J AT LEAST 48 HOURS PRIOR TO BEGINNING OF WORK. y n1 x �• 3O CONSTRUCT 4" CONCRETE SIDEWALK PER RIVERSIDE COUNTY STANDARD N0. 401. SF 7,359 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST O I I I� 4• ® CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. ZO7. EA 1 OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE 1 BEGINNING OF CONSTRUCTION. 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE PLACED PRIOR TO PAVING THE STREET SECTION, INCLUDING BUT NOT I a 5O SAWCUT AND REMOVE AND REPLACE A.C. PAVEMENT. SF 70,784 LIMINTED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES. I^� W I � 6 CONSTRUCT TEMPORARY A.C. PAVEMENT TAPER 6:1 (3" AC OVER NATIVE SOILS) SF 1,878 I 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT I I SECTION REQUIRED. SECTION THICKNEODED SHOWN ARE FOR BONDING PURPOSES ONLY. sTtr O7 REPLACE EXISTING CL STRIPING (7' STRIPE, 17' GAP PER CALTRANS FIG 6-1 DETAIL 1) TO MATCH EXISTING. LF 947 10.ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRCUTION I ® INSTALL 2 X 4" REDWOOD HEADER LF 296 THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS THE REVISIONS SHALL BE IN THE FORM OF "AS BUILT "PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF I I 9O EXTEND STOP BAR TO C.L. LF 7 THE PROJECT BY THE CITY ENGINEER. 11.ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS AS 10 ADJUST SEWER MANHOLE TO GRADE EA 3 APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. ST LT SEE SHEET NO. 2 sr Lr _ _ 11 REMOVE EXISTING REDWOOD HEADER LF 470 12.AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN THE PUBILC'S RIGHTS-OF-WAY, EXIST. 21 .WATER 12 ADJUST EXIST. BOX TO GRADE EA .2 BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEIAELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB _ _ ————__,a-——— SITE DURING THE TOTAL TIME FRAME,OF PROJECT CONSTRUCTION WITH AN APPROVED SET OF IMPROVEMENT PLANS — CORYDON STREET EXIST. 18"SEWER — O3 INSTALL 22,000 LUMEN HPSV STREET LIGHT PER RIVERSIDE COUNTY STANDARD N0. 1001. EA — 5 13.NO ENCROACHMENT PER IS REQUIRED THROUGH THE DISTRICT N0. 8 OFFICE OF CALTRANS. ST LT*(FUr) sr LT(Fur) ® CONSTRUCT 6" CURB ONLY PER COUNTY OF RIVERSIDE STD. PLAN NO. 204. LF 165 0 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. PLAN N0. 209. SF 2460 INDEX MAP © CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STD, PLAN NO. 403. EA 3 SCALE. i"=100' O7 CONSTRUCT COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD. PLAN NO. 207A. EA 2 ® CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE STD. PLAN NO. 309 EA 3 _ LEGEND- *QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR IS TO CALCULATE HIS OWN QUANTITIES AND BID A COMPLETE JOB. P.I.P. — PROTECT IN PLACE �/C �pC CL - CENTERLINE DEVELOPER: EP - EDGE OF PAVEMENT FH - FIRE HYDRANT FL - FLOW LINE Al FSCO DEVELOPMENT INC., LLC FS - FINISHED SURFACE MH _ MANHOLE =/212/11ryVyEAN��T��UR1A��B�LVD.,,SU�ITe�ECA300 PL - PROPERTY LINE WOODLAND HILLS, CA.9 W PP - POWER & TELEPHONE POLE SMH - SEWER MANHOLE EARTHWORK OUANTRIES TC - TOP OF 6" CURB - I-r ,�C^C.Y.M - WATER METER CU 1 14,%Cl WV _ WATER VALVE - ItiW C,1=AM V SOILS ENGINEER X 1417.4- SPOT ELEVATION QROFESS/p I9LL 3.20 FL 2�`�paN (E fglF` SPOT ELEVATION FOR POINT DESCRIBED 5 t yc © z EnGEN Corporation A.C.PVM T No. 42465 A 41607 Enterprise�CiM0rde North,Smite 1 * Exp. 3/31/04 BASIS OF BEARINGS* Temecula,Ca.9259 O R&R A.C. PVM'T `r�l CIVIC MVP � TEMP A.C.PVM'T FOF CAL1 THE BEARINGS ARE BASED ON THE CENTERLINE OF CORYDON STREET BEING N3M'W'E ' CONCRETE SIDEWALK REVISIONS PREPARED UNDER THE SUPERVISION OF PREPARED B1'' CITY OF LAKE ELSINORE ; V Underground Service Alert R 9 24 oZ �/�Jensen&Associates STREET IMPROVEMENT PLANS I Call: TOLL FREE DONLf TEY, C.E. 42465 IDA1F !/J 1487 Woody*Ln -RvsWt,CA 925M cW9>790-1N9•FAX(9W)780-16" 1 1 -800 REG. EXP. 3- -04 VERTIGO PROJECT OF 422-4133 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE W1TH THE APPROPRIATE CONDITIONS SCALE.' BENCH MARK I Y OF DEVELA°Al£NT AND/OR CITY AND STATE LAWS AND A PERMIT CAN BE ISSUED. AS NOTED RIVERSIDE COUNTY BENCHMARK EL-4-80: PARCEL MAP 30680 3 TWO WORKING DAYS REF DESCRIP7ON BY APPR DAIS /nj 1 V2'ALUMINUM CAP IN s'CONC.counR CITY OF LAKE ELSINOREI SHEETS BEFORE YOU DIG �� ��l � VD"p'ID L DA 7E' 0.7 MI.SW FROM INT.OF CORYDON STREET AND WSSON — DESIGNED BY.' DRAWN BY RA YMOND OOONNELL, CITY ENGINEER - DATE TRAIL,100'NW OF C.L.CORYDON ST. CHECKED BY PRO✓ MGR.: R.C.E. NO. 25603, REG. EXP. J-7I.04• 09-05-02 ELEv.-1255.00 WO, FOR: F.B. ..- FILE No. 40A 11?Gld2 d��k�4�5ou�P:o �i�1,�►�OT /25.ZD I. _ t -1- -+ - i--� n I � 1 I. I I� I .' � - - � . - a� :y:� t i EIS N U FCE ® CL �- - =- - - -- C - - - I . .:_: .. ..-- _, _. .ii: .Z'i _'.n� _b :�gY .hel.:a. 91 =' '8+ .-: �?.."...`�� _. .ten - - x•'i. 4 N o. '�... - - o ...- � ,... �--. s'S TES .._[ �_. �G .�.._ � _: `: o-. :. - _..-°�. �♦a�. w `�� �i ....... + _n n-�Y'r- h -��--' n"... ...�..+. - +.>e +U• _. ._.-. ON .:w v n -. .125 ut �hh.. g'i^ '� °,'�, a +`b" gl +" ;... +'' h ,.{ vtH urn „tn •� - $ .,n 40.62x - - �•Y ��- h o.,; o� „„ � _�_ , � _ +.zs w;ux o. -D.xz,°`�i + . � . +meAtc 40 zx -(- -. +ni +ti I+ p+!h ..n -n n ._n ..�0. _n+doort_+.- -., •Q— - — —-- - - — - — - — - o- • r x I -- : _ � _ - i i I I -77 I I I I PHORIZ:S'34 - - - Y J R - �- - 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 EXIST.E.V.M.W.D.FACILITIES TO BE o a q & RELOCATED BY OTHERS Er wo YYY m 3oEi m o�� "� ffi g U P.,W 3K< maw 5,a Sao 10' 0' 40' BO' 120' a N N N N O CEREAL ST. _ a� :� a� � � � ��� �� 9 q a GRAPHIC SCALE: 1"=40' SF�E SH ETI '�+' o m N n „+t Wm o ~W `' N m o < w l"s ^♦_-' m o x o = r STA 19+27.OJ CEREAL ST. ^ w o m z a m W o> up7 EX.STOP BAR,PAVEMENT F ryy F N N m a ¢ ¢F5 N m 3 m LETTERING,STREET NAME ECR A ';T�'t? 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(PER SOILS REPORT) 50' c L 30' 20• PAVEMENT LEGEND 2 CONSTRUCT 6" CURB AND GUTTER (TYPEA-6) PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200 j 30' CORYDON STREET 3 CONSTRUCT 4" CONCRETE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. 12' 25' I3' 12' te' '"�'. NEW A.C. PVM'T 4 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY,STANDARD NO. 207. R & R A.C. PVM'T 5 SAWCUT AND REMOVE AND REPLACE A.C. PAVEMENT. 6 CONSTRUCT TEMPORARY A.C. PAVEMENT TAPER 6:1 3 AC OVER NATIVE SOILS zt TEMP A.C. PVM'T ( " ) 7 REPLACE EXISTING CL STRIPING 7' STRIPE, 17' GAP PER CALTRANS FIG 6-1 DETAIL 1 TO MATCH EXISTING. 27It �oQoo ssFpNgl CONSTRUCTION NOTES CONT'D: ( ) 8 INSTALL 2" X 4" REDWOOD HEADER I EXISTING PAVING TO REMAIN � ? 14 CONSTRUCT 6" CURB ONLY PER COUNTY OF RIVERSIDE STD. PLAN N0. 204. PROPOSED CURB, GUTTER ZPROPOSED PAVING EXISTING PAVEMENT TO BE No. 42465 15 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. PLAN N0. 209. 9 EXTEND STOP BAR TO C.L. 4 SIDEWALK REMOVED AND REPLACED * Ezp. 3/31/04 * 16 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. PLAN NO. 403. 10 ADJUST SEWER MANHOLE TO GRADE s (CONSTRUCT 1/2 CROEE�T IMPROVEMENTS PDR MEST�REESE•Dr UPON 100' R/W) OF ICp�,1E �\P 17 CONSTRUCT COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD. PLAN NO. 207A. 13 INSTALL 22,000 LUMEN HPSV STREET LIGHT PER RIVERSIDE COUNTY STANDARD NO. 1001. REVISIONS PREPARED UNDER THE PERNSION OF: PREPARED BY. CITY OF LAKE ELSINORE 9 2.4 �/� Jensen&Associates aA•+�4 µ»•• •�•• STREET IMPROVEMENT PLAN DON L EY, C.E. 42465 DA MJ ',�,W a a v¢s0s•(voo>Tea,eaa FAX(9W)7BD1649 REG. EXP. J- -04 CORYDON STREET THESE PLANS HAYS BEEN RENEMED FAR COMOUAIAICE WIN THE APPROPRIATE COWDI77ONS SCALE.` BENCH MARK OF DEVELOPMENT ANO/AR CITY AND STATE LAn AND A PERMIT CAN BE ISSUED. RIVERSIDE COUNTY BENCHMARK EL-4-80: 3 I 1"-40' CITY OF LAKE ELSINORE REF DESCRIPTION Y APPR A 1 1/I.ALUMINUM CAP IN O CDON.COLLAR R. � TY L/tf)+.�_.tA /O-P•D_L_ DAB 0.7 MI.SW FROM TNT.OF CORYDON STREET AND MISSION - DESIGNED BY DRAWN BY RAYMOND ODONNELL, CITY ENGINEER DATE TRAIL,100-NW OF C.L CORYDON ST. CHECKED BY.' PROJ. AIGR.: R.CE. NO. 16603 REG. EXP. 7-31 0 4 09-05-02 ELEv.=t2s5.00 W.O. FOR. F.B. 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I. O�REYNNB scN A t s "S �� 1 a a o m / / I 8 2 3 3 2 .. oti o� �ti 10 wti W y� �,��, I E%IBT.R/W , dC R/W 1 't�"Q ' . Alp fo to 4v ^l,Qt' 1-77 `E1051M+0 CURB.GUTTER - ti`' 'y"�. ?ate '�-+.>�`-EXIS G 18 R MAIN, �y9.. o .- ,:, tr,r py + >> AND sroEwAx - ,� � � s, �� tea; �-x 4M >r c ?it%� '�fi 4� In ,g r , � � I TIN 3rl v'. y ---t-m--- - - - - 9 h k 9 O _ �b 6 J' J l III 1�$T - ` `�`�' 1 a�� `.°�' �' 2 ", . Ll 1 ` G�' ,I!G� 11R,�'G``69GV l�__-�'L '- �`4 `1/G '• G 't_' . '�'.`G 1:`�. � � N�74 ���` ^�aG �}�I Nhpl �yG •ham_ G h^G 1 'h'G SSG �\ ( AJ !J Cv !S CT-1 C'� C'�J p� � �,� C �E)IIST. E.P. 7 9 �EXISTR/W CURVE DATA CONSTRUCTION NOTES I PROP. EXIST. EXIST. FUTURE CURVE DELTA RAo1us LENGtN TANGENT R/W R. 80, R/W R/W A BOTD"00' 35' Sa.88' 35' 1 INSTALL X" A.C. OVER X" A.B. (PER SOILS REPORT) PAVEMENT LEGEND 1 so' I c L ao' zo• 2 CONSTRUCT 6" CURB AND GUTTER (TYPEA-6) PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200 30' C 0 RYD 0 N STREET 3 CONSTRUCT 4" CONCRETE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. 1z zs 13 1z te' NEW A.C. PVM'T 4 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD N0. 207. R & R A.C. PVM'T 5 SAWCUT AND REMOVE AND REPLACE A.C. PAVEMENT. 2x C TEMP A.C. PVM'T 6 CONSTRUCT TEMPORARY A.C. PAVEMENT TAPER 6:1 (3" AC OVER NATIVE SOILS) # i QROFESSlp —� -----_ aO" LfJc CONSTRUCTION NOTES CONT'D: 7 REPLACE EXISTING CL STRIPING (7' STRIPE, 17' CAP PER CALTRANS FIG 6-1 DETAIL 1) TO MATCH EXISTING. EXISTING PAVING TO REMAIN ` ICONSTRUCT 6" CURB ONLY PER COUNTY OF RIVERSIDE STD. PLAN NO. 204. 8 INSTALL 2" X 4" REDWOOD HEADER PROPOSED CURB, GUTTER PROPOSED PAVING EXISTING PAVEMENT TO BE w m 9 EXTEND STOP BAP, TO C.L. &SIDEWALK REMOVED AND REPLACED No. 42465 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. PLAN N0. 209.CORYDON STREET sExp. 3/31/04 * CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. PLAN NO, 403. 10 ADJUST SEWER MANHOLE TO GRADE(CONSTRUCT 1/2 STREET IMPROVEMENTS BASED UPON 100' R/W) f pFCl�-- ��F CONSTRUCT COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD. PLAN NO. 207A. 13 INSTALL 22,000 LUMEN HPSV STREET LIGHT PER RIVERSIDE COUNTY STANDARD NO. 1001, I ( � O REVISIONS PREPARED UNDER THE SU ERWSIO'V O-. PREPARED BY.' CITY OF LAKE E L S I N O R E N 0 DON LE7EY, R. E. 424ss 11 o EQ DL Jensen&Associates��b•�µ»4•wc■.�+. STREET IMPROVEMENT PLAN I t 18T wuoodo lslc• ,a vfsDe•(vo9>TBD-+849•FAx(909)78D•t619 � i REG. EXP. 3-31-04 CORYDON STREET �- ! � THESE PLANS HAW BEEN REWEWFD FOR COMPLIANCE WITH THE APPROPRIATE CONDI77ONS & SCALE BENCH MARK ' 03 �DEVELOPMENT AND/OP CITY AND STALE LAWS, AND A PERMIT CAN BE ISSUED. 1.+_40. RIVERSIDE COUNTY BENCHMARK EL-4-80: 3 03 �p �, ,A�,n 1 1/2"ALUMINUM CAP IN 6"CONC.COLLAR REF DfSC7tlPAON BY APPR DA7E �1 a22 CITY OF LAKE ELSINORE SHEETS N 01�+.L1 /D-2 L-D L DA�. 0.7 MI.SW FROM INT.OF CORYDON STREET AND MISSION DESTCNfO BY ORANN BY RAYA ND ODONNELL, CITY ENGINEER DATE TRAIL,100'NW OF C.L.CORYDON ST. CHECKED BY PROD. MGR.: R.C.E. NO.. 26603, REC EXP. 09-D5-D2 ELEV.=1265.00 W.O. FOR: F.B. ALE No._--__ --- OK- ic�21l02 Z-A'u+.ie 9 A%t'c �W�%fjz'—' 125.Zo 1 I ..... - I i t _ _.. -_ .. __. ._ ... ._.. .- - ..___.�._...__ - --�.._..L_. .._ ..... _ .._.. --f---I _t � - �--{ + + � � � � } � 1f _.1 .-1-.-._.I I--.�._j_ ..1..___. .._ I' }__�.y_.L__...1 .f_.�.._.I T-..L.. ._ __ i :. � I ( I -_I. RI.oJt I I ! I = --t-�--j- ' Imo- —4-- -'-- �- - - - --�-�-y--`- � --�- -- - - -- -- --- - �+a-+---'- -i--�-- - -,—L—, -I._ I a _ f ' XIjTI ..6F0`IN �_ /N .__. _} y e g'� m r 7b sT. W: - -�-- sj Gf T7 t I I I I I�I t m- {- ctii I $'v� �°b. 1° SM yr de�3. W LT 7 }If ;,. I --'-- ry ._'� !-t �- - FWTUR fPLI� T P!OF U B � I� �I o� 81 8. � r I I I $$ , _: ' .: I , i I I I i � � G j �- --f- __�. - -+ - - .,_ II- - - - -- _. -1- - G--+- -- - --�- - - -(- -( � f , -+ 1 I- � E�S1�IN�SURFPICE�®I _. &5t- 0,— a _ and _.._P Q 0 E URF C p 1 _. .2S . + b - - - _- OO + E S ISDAL 1 ,_ P_0 _C +' - r - - - - - eft. o• - II ` a _- ___�._ .� __ �_ _ ___ _-- __ _1_. _L•_�._.1.-I_. _�- _.. _rl v...J.a, :....'�,•.b: r: ,�;._....... Pn....[.. .It i.__. ._ _1--!__._ —_ .L._ __ 60r 0' f - + -I- _a °max'' I t--, �- I r -�- L --�---C- --�- i IHORIZ.' d4a' --- I I 1 L t I t ._ IVF�RC: 411_. _ _1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 40' 50' 120' U Y GRAPHIC SCALE: V-40' + 3 ® m rs 1 m o: o a a oo i °m N {•,t �Up aNOI +- ro� °fm u "17W +< +- m tNO� m EXIST, EXIST. a 0 N o z ,+,o rn w n N�Z v'w'h° z = � v`-yg'RL I ' R/W 60, R/W N w aY�'a "' w +la +,a ^�+ K w _w ¢ 30, - C.. 30' < NI^ < a W I NIA"- "m "" e 010 WI CORYDON ST. 10, 20' 18' 12' �'� I N,� N b5 el e�� I SEE SHEET 210, 2 , R�y 2 3 EXIST 11'WATER MAIN \ I I I $ ,��s�1 —°'?n '.5'f—s.• —.. `s�`' - - PROPOSED CURB, GUTTER „� pgll e xr * la„y &SIDEWALK PROPOSED PAVING L�FUTURE CURB, GUTTERi _ _ _-__ _._ __ _ ___ _ _- -- �� "' Do ✓c o _ i EXIST-OIR> . & SIDEWALK ROAD _ - _ 1 - _ 710 CEREAL STREET - - - - - - EXIST R EXIST.CRUSHED J EX/S7.OWY -EXIST CURB,GUTTER AND SIDEWALK \ ' (CONSTRUCT 1/2 STREET IMPROVEMENTS BASED UPON 60'R/W) ROCK DWY END OF CURB k GUTTER AND SIDEWALK CONSTRUCTION NOTES: •! `i I r FROM STA 12+93.03 TO STA 15+70.29 EXIST. EXIST. 1 INSTALL X" A.C. OVER X" A.B. (PER SOILS REPORT) R/W 60' R/W 2 CONSTRUCT 6" CURB AND GUTTER (TYPEA-6) PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200 CURVE DATA I 30' G/L 30' CURVE DELTA RADIUS LENGTH TANGENT CEREAL STREET 3 CONSTRUCT 4" CONCRETE SIDEWALK PER RIVERSIDE COUNTY STANDARD N0. 401. 10' •" zo' 18' 12' A 90.00'00" JS' 5+.98' J5' 4 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. 207. to'* PAVEMENT LEGEND 5 SAWCUT AND REMOVE AND REPLACE A.C. PAVEMENT. REMOVE EXIST. 6 CONSTRUCT TEMPORARY A.C. PAVEMENT TAPER 6:1 3 AC OVER NATIVE SOILS REDWOOD HEADER ( " ) 0 NEW A.C. PVM'T 7 REPLACE EXISTING CL STRIPING (7' STRIPE, 17' GAP PER CALTRANS FIG 6-1 DETAIL 1) TO MATCH EXISTING. QROFESS/pt 8 INSTALL 2" X 4" REDWOOD HEADER L frq� CONSTRUCTION NOTES CONT'D: L EXISTING CURB, GUTTER �`�� ° f`< 14 CONSTRUCT 6" CURB ONLY PER COUNTY OF RIVERSIDE STD. PLAN NO. 204. 9 EXTEND STOP BAR TO C.L: PROPOSED CURB, GUTTER & SIDEWALK m 15 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. PLAN NO. 209. @ SIDEWALK PROPOSED PAVING � NO. aza6s � 10 ADJUST SEWER MANHOLE TO GRADE I ZEXISTING PAVING TO REMAIN * Exp. 3/31/04 s * 16 CONSTRUCT CURB RAMP ,CASE A PER COUNTY OF RIVERSIDE STD. PLAN N0. 403. 11 REMOVE EXISTING REDWOOD HEADER � O (CONSTRUCT 1/2 STREET IMPROVEMENTS STRNTESEB-ATSED UPON 60'R/W) q�OFICAI.\F �Q 17 CONSTRUCT COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD. PLAN NO. 207A. 12 ADJUST EXIST. BOX TO GRADE i 0 N z iB CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE STD. PLAN NO. 309. 13 INSTALL 22,000 LUMEN HPSV STREET LIGHT PER RIVERSIDE COUNTY STANDARD NO. 1001. 1 4 1 0 -FROM VA 15+70.29 TO STA 19+27.03 � Z REVISIONS PREPARED UNDER THE SUPERVISION OP PREPARED BY CITY OF LAKE E L S I N O R E s �J Z 6 Jensen&Associates STREET IMPROVEMENT PLAN son DON LETEY, C.E 42465 ATE 1497 Woodvde ram•WTt9Ce,a 99506•(909)790-1829•FAX(909)780-16W REG. EXP. 3- -04 THESE PLANS HAYS BEEN RENENED FOR COMPLIANCE RTTH THE APPROPRIATE COIVD177ONS SCALE: BENCH MARK CEREAL STREET OF DEVELOPMENT AND/AP CITY AND STATE LAK AND A PERMIT CAN BE ISSUED. 1 11-40 RIVERSIDE COUNTY BENCHMARK EL-4-80: Z N I�/� 1 1 1/2•ALUMINUM CAP IN 6•CONC.COLLAR CITY OF LAKE ELSINORE J REF DESCR/P77ON Y APPR DATE 0/ 9,0 /D-d-G a 0.7 MI.SW FROM INT.OF CORYDON STREET AND MISSION DESIGNED BY DRANN BY. DATE RA OND O'DONNELL, CITY ENGINEER DALE 09-05-02 TRAIL,100'NW OF C.L.CORYDON ST. CHECKED BY- PRO✓ MGR.: R.C.E. NO. 16603 REG. EXP. _T 3/-04 ELEV.=1265.00 1 W-D. I FOR: F,B. mE ND- OK- Q�2��02 ;a��mc• �j��"�`I�•+i !25.20