Loading...
HomeMy WebLinkAbout01-01 - 12 Lake St GENERAL NOTES STREET IMPROVEMENTS CONSTRUCTION NOTES m 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE SHOWN ON THESE PLANS, IF APPLICABLE, WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS TO CITY OF LAKE OF ELSINORE O PROTECT IN PLACE. - ACCURACY OR THOROUGHNESS OF THESE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF LOCATION OF THE 2 COLD MILL EXISTING A.C. PAVEMENT, DEPTH VARIES 2-INCH TO ZERO, AS EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE LIMITS OF THE O SHOWN ON PLAN. PROJECT. COLD MILL EXISTING A.C. PAVEMENT, UNIFORMALLY 2-INCH, PER TYPICAL SECTION PRIOR 2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION jI\ ", Oo TO PERFORMING ANY LOCALIZED A.C. REMOVALS (C.N. 17). PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY I O3 CONSTRUCT 2-INCH THICK ASPHALT CONCRETE SURFACE COURSE AS SHOWN ON PLAN. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT ^: O ADJUST MANHOLE FRAME AND COVER TO GRADE. LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN : ? , O5 ADJUST WATER VALVE FRAME AND COVER TO GRADE. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. REMOVE 10 1/2-INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, 3. THE CITY WILL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION SURVEY AS REQUIRED BY THE -� w O WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. OVER COMPACTED NATIVE. PLANS AND SPECIFICATIONS. SAID SURVEY MUST BE COMPLETE PRIOR TO ANY ADJACENT PAVEMENT REMOVALS TO ALLOW FOR THE PROPER RE-ESTABLISHMENT OF EXISTING LINES AND GRADES. REMOVE 7 1/2-INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, O7 WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. OVER COMPACTED NATIVE. STRIPING CONSTRUCTION NOTES INSTALL 4" WHITE LANE LINE AND RAISED PAVEMENT MARKERS1-1 STREET RE HAB I LAT I ON O CONSTRUCT 1-INCH THICK ASPHALT CONCRETE LEVELING COURSE. PER DETAIL 12. ADJUST TO GRADE BY OTHERS. INSTALL 8" WHITE CHANNELIZING LINE AND RAISED PAVEMENT O 2 MARKERS PER DETAIL 38. O 10 ADJUST GROUNDWATER MONITORING OBSERVATION WELL COVER TO GRADE. ❑3 INSTALL 6" WHITE BIKE LANE LINE PER DETAIL 39. PLACE LAKE STREET 11 (FROM COLD MILL AND/OR VARIABLE DEPTH GMIILLED AC REMOVALS)GREGATE BASE OR PAND TCOM AC CONCRET TO 90% R.C. 3A INSTALL 6" WHITE BIKE LANE INTERSECTION LINE PER DETAIL 39A. SET DEPTH TO JOIN 1/2" BELOW NEW EDGE OF PAVEMENT (E.P.) TAPER DEPTH INSTALL 4" DOUBLE YELLOW MEDIAN ISLAND LINES AND RAISED TO 0" BEYOND NEW EDGE OF PAVEMENT AS SHOWN PER PLAN. PAVEMENT MARKERS PER DETAIL 29. FROM I- 1 1 5 FREEWAY TO ± 210' NORTH OF 12 BLANK ❑ INSTALL TYPE IV (L OR R) ARROW PER CALTRANS LAKE SHORE DR. O 5 STANDARD A24A. 13 CONSTRUCT PAVEMENT FABRIC, AS SHOWN ON PLAN. ❑6 INSTALL TYPE VI ARROW PER CALTRANS STANDARD A24A. REMOVE 9 1/2-INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, 14 WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. BASE COURSE 7 INSTALL 4" WHITE LEADLINE WITH ONE TYPE G REFLECTIVE RAISED OVER COMPACTED NATIVE. PAVEMENT MARKER AT EACH END. (LENGTH PER PLAN) CURVE "B" Q� 15 REMOVE 8 1/2-INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, INSTALL 4" DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS, SUPERELEVATION O NO PASSING ZONES - TWO DIRECTIONS, PER DETAIL 22. WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE v OVER COMPACTED NATIVE. ❑9 INSTALL 4" WHITE RIGHT EDGE LINE PER DETAIL 27B. ��A, GpP REMOVE 6 1/2-INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, 16 WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE F10 INSTALL PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD 5� SyFFT �� OVER COMPACTED NATIVE. PLANS A24D & A24E. g 11 N �( S, �� 17 REMOVE 8 1/2-INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, INSTALL 4" DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS,N PASSING ZONES - ONE DIRECTION, PER DETAIL 19 AND PLAN. F. tiF O WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. BASE COURSE NO C> FT OVER COMPACTED NATIVE. (PLACE A.C. FLUSH WITH ADJACENT MILLED SURFACE) 12 INSTALL 4" DASHED YELLOW CENTERLINE AND RAISED PAVEMENT 10 CONSTRUCT VARIABLE DEPTH A.C. BASE COURSE ON EXISTING A.C. TO MARKERS PER DETAIL 6. � SHEET 11 SHEET 12 Q� 18 OBTAIN PROPOSED CROSSFALL GRADES SHOWN ON SUPERELEVAT10N 13 REMOVE EXISTING CONFLICTING STRIPING BY WET SANDBLASTING. gZ LAKE STREET v DIAGRAM ON SHEET 4. 14 INSTALL 4" YELLOW LEADLINE WITH ONE TYPE D REFLECTIVE �P v I� GRAND AVENUE 19 GRADE AS SHOWN ON PLAN AND TYPICAL SECTION. RAISED PAVEMENT MARKER AT EACH END. (LENGTH PER PLAN) E �P Z 15 INSTALL 12" WHITE CROSSWALK OR LIMIT LINE PER CALTRANS H SHEET 5 SN�E( 6 CURVE "AVATION ��G� �H- 20 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS (SIMILAR TO STANDARD PLAN A24E. � �Q� ZW �WW NOTE 11) AND COMPACT TO 90% RELATIVE COMPACTION. INSTALL 6'x6' TRAFFIC SIGNAL LOOP DETECTOR TYPE A, PER CALTRANS p�� O Z> 21 INSTALL TYPE 1-A POLE PER CALTRANS STANDARD PLAN ES-6A WITH ADVANCE FLASHING k L1 STANDARD PLANS ES-5A & ES-5B. O V= CURVE "C" 0 <0 BEACON PER CALTRANS STANDARD PLANS ES-3C AND ES-4C COMPLETE WITH FLASHING ? Q SUPERELEVATION MIn Ww< sd Qy�p 003 BEACON CONTROL ASSEMBLY AND 150W INCANDESCENT SIGN LIGHTING FIXTURE. INSTALL V �, �EIGNA(RIGHT POLE PER LEFT CALTRANSSTANDARD PLANS RS11 (RURAL LOCATIONS) ANDRS2.") ON c STRIPING GENERAL NOTES ���p� �-- o 1. TRAFFIC STRIPES, PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS �Q� 22 INSTALL TYPE II-B METERED SERVICE ENCLOSURE AND FOUNDATION PER CALTRANS g (RPM'S) SHALL BE PER CALTRANS TRAFFIC MANUAL, DATED 1997, STANDARD PLANS, V NO SCALE STANDARD ES- 8. PANEL SIZE: 100 A• VOLTAGE: 12OV. LOAD: 0.25 KVA. DATED 1992, AND STANDARD SPECIFICATION SECTIONS 84 & 85 DATED JULY 1992. 2. TRAFFIC STRIPES AND MARKINGS SHALL BE THERMOPLASTIC. 23 INSTALL NO. 3 1/2 (T) TRAFFIC-RATED PULL BOX PER CALTRANS STANDARD ES-8. INDEX OF SHEETS 3. STRIPING AND PLACEMENT OF RPMS SHALL BE "CAT TRACKED" AND APPROVED 1- TITLE SHEET 24 INSTALL 1 1/2" SCHEDULE 40 PVC CONDUIT WITH 2#6 CONDUCTORS AND 1#8 GROUND BY THE CITY TRAFFIC ENGINEER PRIOR TO FINAL INSTALLATION. WIRE. CONDUIT SHALL BE INSTALLED WITH MINIMUM 30 INCHES OF COVER. 2- TYPICAL SECTIONS AND DETAIL SHEET 4. TYPE DB 2-WAY BLUE REFLECTIVE MARKERS SHALL BE INSTALLED 3- TYPICAL SECTIONS AND DETAIL SHEET ADJACENT TO EXISTING FIRE HYDRANTS WITHIN THE LIMITS OF THIS PROJECT PER STATE AND CITY STANDARDS. 4- SUPERELEVATION DIAGRAMS 5. PLAN DOES NOT SHOW EXISTING SIGNS. ALL EXISTING SIGNS SHALL REMAIN UNLESS 5- STREET REHABILITATION PLAN - I-15 FWY TO ±1730' SOUTHERLY UTILITY CONTACT NUMBERS DIRECTED OTHERWISE BY THE ENGINEER. 6- STREET REHABILITATION PLAN - t1,730' SOUTH OF 1-15 FWY TO t1,825' SOUTHERLY (3,555' S/O 1-15) 6. ALL STRIPING SHALL BE INSTALLED PER DETAILS ON THE PLANS, CALTRANS 7- STREET REHABILITATION PLAN - f3,555' SOUTH OF 1-15 FWY TO t1,900' SOUTHERLY (5,455' S/O 1-15) ELSINORE VALLEY MUNICIPAL LOREN SORBER (909) 674-3146 EXT. 259 STANDARD PLANS, AND CALTRANS TRAFFIC MANUAL AND STANDARD SPECIFICATIONS, 8- STREET REHABILITATION PLAN - t5,455' SOUTH OF 1-15 FWY TO ±270' NORTH OF COAL ROAD WATER DISTRICT UNLESS OTHERWISE SHOWN. 9- STREET REHABILITATION PLAN - f270' NORTH OF COAL ROAD TO t1,550' SOUTH OF COAL ROAD GENERAL TELEPHONE CO. MARILYN CRIPE (909) 929-9493 7. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL LANE LINES SHALL BE PARALLEL/CONCENTRIC 10-STREET REHABILITATION PLAN - t1,550' SOUTH OF COAL ROAD TO ±760' SOUTH OF ROBB ROAD SO. CAL EDISON LES MONTGOMERY (909) 928-8252 TO THE STREET STRIPED CENTERLINE. 11- STREET REHABILITATION PLAN - ±760' SOUTH OF ROBB ROAD TO 635' NORTH OF MOUNTAIN STREET SO. CAL. GAS CO. JIM MING (909) 335-7530 8. ALL DIMENSIONS FOR LANE WIDTHS ARE TO THE CENTER OF THE STRIPE AND/OR 12-STREET REHABILITATION PLAN - ±635' NORTH OF MOUNTAIN STREET TO ±210' NORTH OF LAKESHORE DRIVE MEDIAONE CABLE KEN HANSON (909) 270-3300 EXT. 3371 TO THE CURB FACE/EDGE OF PAVEMENT. PACIFIC BELL MOBIL SERVICES S. HARGRAVE (818) 898-2352 9. TRAFFIC SIGNAL DETECTOR LOOP LOCATIONS SHALL BE MARKED FOR APPROVAL LEVEL (3) COMMUNICATION BRAD OLESON (303) 635-4054 PRIOR TO SAW CUTTING. U. S. A. (800) 422-4133 j THESE PLANS HAVE BEEN REVIEWED FOR HARRIS & ASSOCIATES UNAUTHORIZED CHANGES: /+ SHEET Underground Service Alert REVISIONS APPROVED DATE COMPLIANCE WITH THE APPROPRIATE CITY OF LAKE ELSINORE '?OFESS/pv 34 Executive Park, Suite 150 CAUTION-THE ENGINEER PREPARING THESE PLANS WILL NOT BE CONDITIONS OF DEVELOPMENT AND/OR p "G.g,� RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE _ CITY AND STATE LAWS AND HAVE BEEN ��4'P2�P yp�2 Irvine, CA 92614 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE STREET REHABILITATION 1 Call: TOLL FREE FOUND ACCEPTABLE. (949) 655-3900 •FAX (949) 655-3995 PREPARER OF THESE PLANS AND THE CITY ENGINEER. 1-800 NO.C44642 BENCHMARK OF OF 2 wA.t y/��,-_� Z Z-off RENEW 3-31-02 f SCALE: N.T.S. LAKE STREET SHEETS 422-4133 1 PAY O'DDOONNELL, P.E. DATE "F OF CIVcIw1F°Q 642 N / A FILE NO. i TWO WORKING DAYS BEFORE YOU DIGBY, DRAWN CRY ENGINEER �lql � DATE:DEC. 2000 HECK TITLE SHEET _DESIGNEDBY: L WILY E'LY WILY OF ROADWAY E'LY c EDGE OF EDGE OF EDGE OF STRIPED LINE) EDGE OF PAVEMENT ±40' PAVEMENT 10' PAVEMENT 30't PAVEMENT § 3 13 0 „ STREET IMPROVEMENTS CONSTRUCTION NOTES 6' TYP. 6' TYP. 5't s' 10, TYP. COLD MILL EXISTING A.C. PAVEMENT, DEPTH VARIES 2—INCH TO ZERO, AS z 3 13 O SHOWN ON PLAN. O 16 PROP. F.S. O z 19 20 z - rt OR EXIST. A.C. BERM 18 O3 CONSTRUCT 2—INCH THICK ASPHALT CONCRETE SURFACE COURSE AS SHOWN ON PLAN. n F 15 L IN PLACE ® x 5' S' PER MATCH REMOVE 7 1/2—INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, EXIST. PLAN EXIST. EXISTMATCHs ExIST. SE `�',��` pRpp, WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2—INCH THICK A.C. r N.G. — N.G. % o¢�k F.S. OVER COMPACTED NATIVE. N _ _ 6^MAX. PER SUP Q� ELEVATION DIgGRgMR O CONSTRUCT 1—INCH THICK ASPHALT CONCRETE LEVELING COURSE. -� y J x EXIST. MATCH EXIST. N.G. 1�pt� T _ — �, `�, PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS _ 11 (FROM COLD MILL AND/OR MILLED AC REMOVALS) AND COMPACT TO 90% R.C. EXIST. F.S. —y I _ _ — ----- ��� SET DEPTH TO JOIN 1/2" BELOW NEW EDGE OF PAVEMENT (E.P.) TAPER DEPTH — — TO 0" BEYOND NEW EDGE OF PAVEMENT AS SHOWN PER PLAN. LAKE STREET TYPICAL SECTION 4' EXIST.F.S. 13 CONSTRUCT PAVEMENT FABRIC, AS SHOWN ON PLAN. q FROM I-15 FREEWAY TO TEMESCAL CANYON ROAD I O EXISNG FULL A.C. THICKNES, 14 REMOVE WHI WHICHEVER IS2GR GREATER,THICK AND CO CONSTRUCT 1/2¶INCH THICK A.C. BASE S COURSEN.T.S. SE F.S. AT E.P. SHALL BE ESTABLISHED PER PROPOSED CROSSFALL GRADES OVER COMPACTED NATIVE. WITH RESPECT TO EXISTING CL FS PER SUPERELEVATION DIAGRAM SHOWN ON SHEET 4. REMOVE 8 2 THICK n 15 WHI HE R ISGREATER, AND CO STRUCT 6 1/2WINCH THICK A.C. BASE COURSE NG FULL A.C. THICKNESS, LAKE STREET TYPICAL SECTION — CURVE A 4 OVER COMPACTED NATIVE. Y FROM STA. t41+57 (BT SIN) TO STA. t46+80 16 REMOVE 6 1/2—INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, EDGE OF EDGE OF N WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2—INCH THICK A.C. BASE COURSE t PAVEMENT PAVEMENT OVER COMPACTED NATIVE. 8' TYP. t30' TO ±40' PER PLAN 8' TYP. O CONSTRUCT VARIABLE DEPTH A.C. BASE COURSE ON EXISTING A.C. TO it 3 13 it 18 OBTAIN PROPOSED CROSSFALL GRADES SHOWN ON SUPERELEVATION WILY DIAGRAM ON SHEET 4. m z * z CL OF ROADWAY E'LY ` o O PROP. F.S. O o EDGE OF (STRIPED LINE) EDGE OF o PAVEMENT PAVEMENT 19 GRADE AS SHOWN ON PLAN AND TYPICAL SECTION. OR 0 ±10' TYP. t 0' ±10' TYP. g 16 is 20 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS SIMILAR TO PER PER +*ii x z 11 19 z ( i Q' PLAN PLAN Q NOTE 11) AND COMPACT TO 90% RELATIVE COMPACTION. 2 EXIST. Q,�Q EXIST. t5' 5' 16 3 5 5} s N.G. _ _� /�" — — — 77:7 161 � �.?a ��1" •�..� '~.'v,. `�' MAX. e-I/yP S 1 � 69 .�S ® I SE EXIST. F.S. __ ft MAX EXIST. N.G. LAKE STREET TYPICAL SECTION 20 - 4 y , --_ MAX. FROM TEMESCAL CANYON ROAD TO 650' SOUTHERLY t�, (R x%MAX.) AND FROM STA. ±79+69 (END CURVE "B") TO STA. ±108+61 (BEGIN CURVE "c; EXIST. N.T.S. F.S. _ SE F.S. AT E.P. SHALL BE ESTABLISHED PER PROPOSED CROSSFALL GRADES WITH RESPECT TO EXISTING q FS PER SUPERELEVATION DIAGRAM SHOWN ON SHEET 4. WILY E'LY "A" EDGE OF EDGE OF LAKE STREET TYPICAL SECTION — CURVE5 PAVEMENT PAVEMENT 4 10' TYP. ±30' TO ±32' PER PLAN 10' TYP. FROM STA. ±46+80 TO STA. 49+60 (END) N.T.S. 11 3 8 13 11 S Z O PROP. F.S. O z ABBREVIATIONS OR OR C.N. = CONSTRUCTION NOTE N.G. = NATURAL GROUND n 16 16 " EDGE OF EDGE OF"! x PER MATCH MATCH PER x PAVEMENT PAVEMENT E.P. = EXISTING PAVEMENT SDMH = STORM DRAIN MANHOLE Q' ±30' TO ±31' PER PLAN PLAN EXIST. EXIST. PLAN F?�Q F.S. = FINISH SURFACE SMH = SEWER MANHOLE EXIST. _ __ EXIST. N.G. _ --- - -- i"',.k� -- N.G. zo 3 14 o c L -- ------- = I-J OR GTE MH = TELEPHONE MANHOLE W.V. = WATER VALVE �.., �s 3 15 SEE PLAN *ii EXIST. F.S. NXG.� �eQ,Q MATCH MATC—. Q,`�Q•�NXGST. !_E END _ G r ---- -------- LAKE STREET TYPICAL SECTION , -� O DENOTES -EXISTING- ELEVATION FROM ±650' SOUTH OF TEMESCAL CANYON ROAD TO STA. 41+57 (BEGIN CURVE "A") * LOCATION AND DIMENSION PER PLAN AND FROM STA. ±116+37 TO ±1100' NORTH OF MOUNTAIN STREET EXIST. F.S./PROP. F.S. N.T.S. ** CONTRACTOR SHALL CONFIRM THAT THE CITY'S SURVEYOR HAS TIED OUT THE EXISTING EDGE PAVEMENT WITH TEMPORARY STAKES PRIOR TO PAVEMENT REMOVAL. PROPOSED EDGE OF PAVEMENT LAKE STREET TYPICAL SECTION �j WILL BE CONTROLLED FROM THE EXISTING EDGE OF PAVEMENT PER APPLICABLE TYPICAL SECTION. FROM STA. 49+60 (END CURVE "A") TO STA. ±69+70 (BEGIN CURVE "B") " 0 MAXIMUM GRADE BRAKE BETWEEN ROADWAY CROSSFALL GRADE AND SHOULDER CROSSFALL GRADE AND FROM t1100 NORTH OF MOUNTAIN STREET TO t430' NORTH OF MOUNTAIN STREET SHALL BE 3%. (SHOULDER X-FALL VARIES WITH PAVEMENT X-FALL) N.T.S. 12 CROSS SECTION IDENTIFICATION NUMBER s NOTE: ALL SECTIONS LOOKING NORTH - Underground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR HARRIS & ASSOCIATES UNAUTHORIZED CHANGES - COMPLIANCE WITH THE APPROPRIATE µ0FESSiO CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR Op �L 0 N9� 34 Executive Park, Suite 150 CAUTION-THE ENGINEER PREPARING THESE PLANS WILL NOT BE /� 4, P RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE STREET REHABILITATION 2 CITY AND STATE LAWS AND HAVE BEEN e �a Q`q�^y Irvine, CA 92614 Call: TOLL FREE FOUND ACCEPTABLE. ti p P c PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE y m - (949) 655-3900 o FAX (949) 655-3995 PREPARER OF THESE PLANS AND THE CITY ENGINEER. 1-800 * RENEW 34311402 tr p BENCHMARK OF OF 12 422-4133 YI' ( 1/rz il/� /-z a-D/ s, _/PQ 6Gt SCALE: N.T.S. LAKE STREET 0 ELL, P.E. 9�• CIvIL o�2 L RRY, R.C.E 42 SHEETS DATE OF cw F �� N / A FILE N0. s 7W0 WORKING DAYS BEFORE YOU DIG SIGN CHECKED BY: CRY ENGINEER --� DATE:DEC. 2000 TYPICAL SECTIONS & DETAILS WILY OF ROADWAY E'LY EDGE OF (STRIPED LINE) EDGE of W'LY E'LY PAVEMENT PAVEMENT O 35' 4'-24' 35' O t10' TYP. f 3' t10' TYP. i CURB CURB z 19 11 z o WE GEE'L Oj 5't 5' S 5 o- EXIST. EDGE OF EDGE OF 3 16 GUARD RAIL PAVEMENT PAVEMENT 2A 3 0'-8' 30'-33' VARIES PER PLAN 8' TYP. `V z PER 11 z EXIST. C. & G. * S I o * o SE PLAN 3 O PROTECT IN PLACE F` / ��i PROPOSED F.S. 7%� 729 11 (TYP.) ��� 17 G x3 - 17 PROPOSED F.S. (TYPICAL) 0 MP 4f� O 13 12" MIN. OVERLAP ., 6 SE 4� 10 7 * _ ���2 MATCH Ir---� MATCH_ _ EX,ST. J:I IL EXIST. EXIST. Ra 10%MAX -- , :" ESOP. N.C.���9 7%p �'__ - -J---- - - - -- - rr MAX_ XST. Q!r xry M�ARCH �` MATCH Q!Q.x -,i-, E - �.�.� . EXIST. EXIST. EXIST. �•`(v. N 0-1/2" 20 --- 1 R% VARIES (TYP.) EXIST. C. & G. -� -- (Rex% MAX.) 8 1/2" (TYP.) EXIST. A.C./A.B. EXIST.GMEDIAN EXIST. F.S. FLUSH WITH ADJACENT PLACE A.C. BASE COURSE (TYP.) PROTECT IN PLACE d EXIST. F.S. ~ MILLED SURFACE F.S. 0 E.P. SHALL BE ESTABLISHED PER PROPOSED CROSSFALL GRADES N SE WITH RESPECT TO Q FS PER SUPERELEVATION DIAGRAM SHOWN ON SHEET 4. LAKE STREET TYPICAL SECTION 12 LAKE STREET TYPICAL SECTION — CURVE »B" FROM ±210' NORTH OF LAKESHORE DRIVE TO ±600' NORTH OF LAKESHORE DRIVE FROM STA. 69+70 (BEGIN) TO STA. 77+30 D N.T.S. N.T.S. LAKE STREET TYPICAL SECTION W'LY OF ROADWAY E'LY FROM MOUNTAIN STREET TO ±430' NORTHERLY STREET IMPROVEMENTS CONSTRUCTION NOTES EDGE OF (STRIPED LINE) EDGE OF N.T.S. PAVEMENT 30'f PAVEMENT 10. O PROTECT IN PLACE. GCOLD MILL EXISTING A.C. PAVEMENT, DEPTH VARIES 2-INCH TO ZERO, AS 10' TYP. 5' S't O SHOWN ON PLAN. 19 16 13 3 18 OCURB zz 36' 4'-14' 36' CURB Ot O COLD MILL EXISTING LOCALIZED REMOVALS NIIL(C N.INC), PER TYPICAL SECTION PRIOR O t 5' S' 0 3 6 O 3 6 O CONSTRUCT 2-INCH THICK ASPHALT CONCRETE SURFACE COURSE AS SHOWN ON PLAN. F�OO Exlsr. C. & G. o s o o - REMOVE 10 1/2-INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, sT s SE PROTECT IN F°" f 4_ PROPOSED F.S. O WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. ,n N PLACE (TY JxJ ' = EX. F.S. (TYPICAL) OVER COMPACTED NATIVE. PROPOSED F.S. .sx® p 2s(�' MAX. PER SUPER- ri x�\ '8 MATCH O cam^' ELEVATION DIAGRAM MAX. 6 G1 MATCH T� (T- � EXIST. EXIST. J,I IL _____-_ 7 REMOVE 7 1/2-INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, �Mq v>y L --_ __ 1 WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. 51 s' ?� k OVER COMPACTED NAl1VE. PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS (FROM COLD MILL AND/OR MILLED AC REMOVALS) AND COMPACT TO 90% R.C. SET DEPTH TO JOIN 1/2" BELOW NEW EDGE OF PAVEMENT (E.P.) TAPER DEPTH EXIST. EXIST. MEDIAN N.G. EXIST. A.C./A.B. C. & G. (TYP.) TO 0" BEYOND NEW EDGE OF PAVEMENT AS SHOWN PER PLAN. 2 (TYP.) PROTECT IN PLACE 13 CONSTRUCT PAVEMENT FABRIC, AS SHOWN ON PLAN. 16 REMOVE 6 1/2-INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, SE F.S. 0 E.P. SHALL BE ESTABLISHED PER PROPOSED CROSSFALL GRADES WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE WITH RESPECT TO (�FS PER SUPERELEVATION DIAGRAM SHOWN ON SHEET 4. OVER COMPACTED NATIVE. LAKE STREET TYPICAL SECTION » �� 1 1 8REMOVE 8 1/2-INCH THICK A.C. / A.B. OR EXISTING FULL A.C. THICKNESS, LAKE STREET TYPICAL SECTION — CURVE B R FROM MOUNTAIN STREET TO 600' NORTH OF LAKESHORE DRIVE WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. BASE COURSE FROM STA. ±77+30 TO STA. ±79+69 (END) `-' N.T.S. OVER COMPACTED NATIVE. (PLACE A.C. FLUSH WITH ADJACENT MILLED SURFACE) N.T.S. 18 CONSTRUCT VARIABLE DEPTH A.C. BASE COURSE ON EXISTING A.C. TO OBTAIN PROPOSED CROSSFALL GRADES SHOWN ON SUPERELEVATION CL OF ROADWAY DIAGRAM ON SHEET 4. WILY (STRIPED LINE) E'LY EDGE OF EDGE OF 19 GRADE AS SHOWN ON PLAN AND TYPICAL SECTION. 15' PAVEMENT 30'f PAVEMENT 11 20 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS (SIMILAR TO - 10't 5' 8' TYP. NOTE 11) AND COMPACT TO 90% RELATIVE COMPACTION. 3 13 z 18 11 z PROPOSED F.S. ®r,ry b =EXIST. F.S.+2" 30' TRANSITION SE PROPOSED F.S. z% Q ` LEGEND MAX. 5%MAX. Q�O��\y '; N �� Q' Q ——— _ N 3.5%TO 6.5,- ` ( ) DENOTES "EXISTING" ELEVATION ----- - PROPOSED F.S. T - =EXIST. F.S. LOCATION AND DIMENSION PER PLAN � A.C. BASE ----- �P --_- � EXIST. F.S. COURSE CONTRACTOR SHALL CONFIRM THAT THE CITY'S SURVEYOR HAS TIED OUT 11iE EXISTING EDGE DEPTH PER PLAN N A.C. SURFACE EXIST. ' PAVEMENT WITH TEMPORARY STAKES PRIOR TO PAVEMENT REMOVAL. PROPOSED EDGE OF PAVEMENT COURSE N.G. .-y O WILL BE CONTROLLED FROM THE EXISTING EDGE OF PAVEMENT PER APPLICABLE TYPICAL SECTION. A.C. ensE I y>fZ,yr COURSE v O 0 MAXIMUM GRADE BRAKE BETWEEN ROADWAY CROSSFALL GRADE AND SHOULDER CROSSFALL GRADE DEPTH PER PLAN SHALL BE 37. (SHOULDER X-FALL VARIES WITH PAVEMENT X-FALL) EXIST. F.S. 12 CROSS SECTION IDENTIFICATION NUMBER SE FN.S. 0 E.P. SHALL BE ESTABLISHED PER PROPOSED CROSSFALL GRADES TH RESPECT TO CL FS PER SUPERELEVATION DIAGRAM SHOWN ON SHEET 4. LAKE STREET TYPICAL SECTION — CURVE "C" NOTE: ALL SECTIONS LOOKING NORTH DETAIL A FROM STA. ±108+61 (BEGIN) TO STA. ±116+37 (END) 9 N.T.S. N.T.S. Underground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR HARRIS & ASSOCIATES UNAUTHORIZED CHANGES COMPLIANCE WITH THE APPROPRIATE ,QFESSj CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR aP LL G N� 34 Executive Park, Suite 1S0 CAUTION—THE ENGINEER PREPARING THESE PLANS WILL NOT BE 4, P RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE STREET REHABILITATION 3 CITY AND STATE LAWS AND HAVE BEEN 2 ?� �" �" Irvine, CA 92614 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE Call: TOLL FREE FOUND ACCEPTABLE. h eP P�cm (949) 655-3900 O FAX (949) 655-3995 PLANS, OF THESE PLANS AND THE CITY ENGINEER. • 1-800 RENEW 3436402 : BENCHMARK OF OF ,P ,P �, T.y. SCALE: N.T.S. LAKE STREET 2 422-4133 �`�� l� /-22-D1i srIT CrvIL p2`P RANDALL G.BERRY, R.C.E(/44642 SHEETS O'DONNELL, P.E. DATE e OF N / A DESIGNED By DRAWN BY: x TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER /+�+ DATE:DEC. 2000 TYPICAL SECTIONS & DETAILS FILE No. CHECKED BY: 50' 150' L=150' 80' RUNOFF I FULL SUPERELEVATION 6% CROWN SUER ELEVATION SUPER ELEVATION RUNOFF CROWN RUNOFF j RUNOFF uri r I OV1 —� OoP Ra��a*rn.PpP—OS an+ESip E a0a�d>\, aa+nvi a,i0CURVE "A" emax=6%o "80+ SEE PLAN SHEETS 6 & 7 emax=6% + 118 000a m r1i N i o Hi L �=24POP6O PFNT+o 0y — jIIIf oa sa0+ a P —7 IEOGI EXIST. WLY EDGE + m oO� a, o ao + aOF PAVEMENT a� o' aROTATION STRIPED CENERLINE 0m E'LY EDGE OF PAVEMENT F PAVMENT o +� aNiT DGE 1L EXISTING WILY E DGEEXIST. E'LY EDGE O om -H 0 OF PAVEMENTOF PAVEMENT 0 aex p6%) 0R + a eexx6a aas EXISTING E'L E OF PAVEMEN M + +� 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 50' 75'Oo SUPER ELEVATION RUNOFF FULL SUPERELEVATION 10%CROWN RUNOFF m a SUPER ELEVATION RU OFF CROWN RUNOFF o I U N M^ +O M C) emax=l0" emax=l0rO I r w I".+ O1 0 N r n M r is +� .I CURVE "B" �° �� n r E�� �E SEE PLAN SHEETS 8 & 9 PR r o +n RpPp 010 OF PgOS Co M I o n� OF PP �MF�TCVFOGf +I� UP o0 n ^N ( �O + ±N O 0'_ — — — o°9 — — — — — — — IS OF ROTATION = STRIPED CENTERLINE ro ^o rn N 1 _ _ _ _ _ _ nN r b\ EXIST. W'LY EDGE -N OF PAVEMENTo _ a` O O C) + r0 oN foD t`1 +Ci O�o O'c P,q Sfp j + n rai o �MFN CY fOC '' p���(Epps ri OF PAVEMENT PAVEME TDGE +� � O OQQSEMEpC( o n ri '.. P� O } + o nai rn M� ^� '. O a rN r A' o a T O n n emax=10% i emax=10% ^°^'. n m 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 100' 150' CROWN RUNOFF SUPER ELEVATION RUN OFF FULL SUPERELEVATION 5% 150' 150' SUPER ELEVATION RUNOFF CROWN RUNOFF j m� _±o ^ M�O+ O +RO r<° +a o n oN ca+ o + +r O /� 7b 20 +6� *n —� emax=5% CURVE "� emax=5% —a *1Oo 00 +� am mo + —��Epps SEE PLAN SHEETS 10 & 11 + co r o o pP SEM +6`o ,o o m PR P P EN P <o a + o a OF AXIS OF ROTA ON = STRIPED CENTERLINE ROP o+b� +a. +a. 0 00 OFP OSFO of _ri G i a Oi EXIST( W'LY EDGE M \ �I�OFSPAVEMEN EDGE f OF PAVEMENT + f EXIST. WILY EDGE �Fk�ST, OF PAVEMENT Op Pq E2Y FO (e ex=6%) / / Lin (eexl 6.s%) —/ m+ ( - o _+ M + + - 108+00 109+00 110+00 111+00 112+00 113+00 1II 14+00 115+00 116+00 117+00 Underground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR HARRIS FC ASSOCIATES UNAUTHORIZED CHANGES: COMPLIANCE WITH THE APPROPRIATE - CITY OF LAKE ELSINORE aOFESS/p,1, SHEET .; CONDITIONS OF DEVELOPMENT AND/OR oQ LL c '� 34 Executive Park, SDi1e 1SO CAUTION-THE ENGINEER PREPARING THESE PLANS PALL NOT BE CITY AND STATE LAWS AND HAVE BEEN �4.2pP RESPONSIBLE OR UABLE FOR UNAUTHORIZED CHANGES TO THESE STREET REHABILITATION 4 Q, QS'p��"y� __ IrvlOe, CA 92614 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE Call: TOLL FREE FOUND ACCEPTABLE. y Q n m (949) 655-3900 0 FAX (949) 655-3995 PREPARER OF THESE PLANS AND THE CITY ENGINEER. w1_$� NO.C44642 1"=40' H q./1 i RENEW 3-31-02 * � w 1"-4%V BENCHMARK LAKE OSTREET OF 2 / �%11 SCALE: 422-4133 pZ_./til -Z2-D B si cm PAP DA_L G. BERRY, R V4444642 SHEETS Y O'DONNELL, P.E. DATE 9�E'OF GAL�Fo N A x TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER -1>/9>/� DATE:DEC. 2000 SUPERELEVATION DIAGRAMS FILE N0. ` DRAWNBY: CHECKED BY: +.:y I i 0 Z Z STREET IMPROVEMENTS CONSTRUCTION NOTES w oz W O PROTECT IN PLACE. W COLD MILL EXISTING A.C. PAVEMENT, DEPTH VARIES 2-INCH TO ZERO, AS j n > 30 TRANSITION PER DETAIL A TRANSITION 30' O SHOWN ON PLAN. 9i D a LrJ PER DETAIL A COLD MILL EXISTING A.C. PAVEMENT, UNIFORMALLY 2-INCH, PER TYPICAL SECTION PRIOR r g H cr ON SHEET 3 o ON SHEET 3 Of 16 II TO PERFORMING ANY LOCALIZED A.C. REMOVALS (C.N. 17). I �O m DO m DO3O CONSTRUCT 2-INCH THICK ASPHALT CONCRETE SURFACE COURSE AS SHOWN ON PLAN. I-15 z� w_z a r qa I ON RAMP N� Z ¢ i7 9 12 9 13 t a 12 9 14 I- O4 ADJUST MANHOLE FRAME AND COVER TO GRADE. I oLd - - m LD m a - - _ - ,euy,\ m� „',��'^'7�,•,- ,'"'+;�%T a j.,�: .._. ADJUSTWA M AN COVER TO GRADE. }.: aT ."ta •,r ^ ,i'.c.i'.-`t # ..?','nr:a)•r+• " J`•, J I .L�r..F ts,,; �•.,•,.T., x.x.h. J•. SUM. :y ,,. { . r r € r s, '•:Sf REMOVE 10 /2VNCH THICK EA.C.D A.B. OR EXISTING FULL A.C. THICKNESS, 2. 8 ! . 11 „•, „;- .- „ ., Ham• xt ;F s�c.:l; O WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. * ttf :r•,c.» -.i,•.., ...�1, 7,':! sz:', : ``� ..:•^ " �.t ':.",t'. R/W.x:. Sk•1Y'a .;- Y 4 it DNA r Y ,* OVER COMPACTS NATIVE. ,. ti,s. � .�,. x: a 0.. ...A.#'f .., •�` fir'+'',1„ �-�'C'�..i"'i"�,£M.`- ' i�':L«ja'� •'i. ' � •i- r °rp"' 77 f t,� J �:��i'� r:� i1�f X•.r A�•.*,.I •/ --' :'- + .r>t` n+n� 1`-��.,�1 . ... a.o � _;c', •. �. : ';"`'.-.�: ::(I{ S' . ,}-:•g ,1 m' ,• k... �'•;�...kr.yT 1} . .f, , e,.�+�g,_,i..; REMOVE 7 1 1/2-INCH THICK A.C. A.B. OR EXISTING FULL A.C. THICKNESS.r.:l• Y"y ry*< �K' e1.`-F /,:.: .-_ a 9 17-4�d .tJ#I 3 Y �.,I��a p /i{ #?..�i) ri! r'- ,r, 7 .• It ) v 1 s., <. ,. �`t " - # #;s, .> ► •'•#� I / rM} l„ Q O WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. 4r. :p. a n a} ,.'(tw `�' -,-.• i a.t+t•i#,° f'c>.:,vf`" _ i �,N �,xa:.,} s•9 / OVER COMPACTED NATIVE, UJI r + • �` + s O O8 CONSTRUCT 1-INCH THICK ASPHALT CONCRETE LEVELING COURSE. �. _ M f?„501 N 9 ADJUST TO GRADE BY OTHERS. 1 +I ti - 3 13 15 3 15 v 50 qm� 13 10 ADJUST GROUNDWATER MONITORING OBSERVATION WELL COVER TO GRADE. I s:`.° ir11l t0.. ,,. .,. ,- ,'°'""." _ Pam,a7#Y ,v.:,..i: ,...:,,ip'.:.:'hl:.r7) T,'apu . d .. sT r;. u. PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS L, _ ,•p ..,.. .,.,,. . . ,, .-.t._. n, r • . ?� ,r _ ..r- •aS�• .;.- .. e .rr r. ..:. _, *�,. ,, -. ,•' r„•.s,•t.-:..,,. r.:'s:+. :. •.'R� ., 14 FROM COLD MILL AND/OR MILLED AC REMOVALS AND COMPACT TO 90X R.C. --:,. .r ..,. }. -,.,. :-•� ..... .......... ,.._.n ,_ , ..- as ;r. .. ,t ..,.. ?'�w. t _ .;...r41Y".,,., . ......... ,. •< .. . ,.. 5. �~<'„ :•. . - �• O SET DEPTH TO JOIN 1 S" BELOW NEW EDGE OF PAVEMENT E.P. TAPER DEPTH , ,,l "., ., ~r.r ,' .,.'. ,. ,� .:-,. •:v=' c""'r.��'"a�r..�.>,,. .;,F:.. ,,7 ..: `�3'�.r .,i�x,,,. .�Y , , v F r`' • J .r- TO 0"BEYOND NEW EDGE OF PAVEMENT AS SHOWN PER PLAN. , •f'^}«� ,.•.�_ + t, ,, *a , ,. yc a -,,_ :.s:,, �y,,.� s. ! -.�.1` Ltl _. � ., ., i , T'i :, :..�:,,•.- ,-�;..-;a,- -..-. - �� Ap,^�, rr+«. ��i,,. a ,� a 3.(. ,,,,K,,7r ^{ z .1 "-K' �L.T ,.�:: ., 1 ,:..µr-.° '�.,. ...,....t,^. .. ,.p � .. .: �l'R`ra?`• �a g .! .arb.N-.k ."''^',.. tip,:T,.- s t .,,. .". ems._..:.•. ., i:' ..:,, ,,.la,. :afi-,. ., ` - ;_. '. >.�-�£". .r •rr ". BLANK :I[}-:. ,t ,., .'t ,. ,+.. .. - ,', .c., S. .'J b%P .,kkN,a^h'. •%7�. r .r. .w. a 2i,': n:` ',; k-�;..w - I,:, .:G'.':P ,;,,;,:. ,� ...� � .;.,�„w ..:.: � +�,. ".a �,. _. "� x „.. „... ., +-: ,� .,,.X'k'6;�:.. �. •.„ ....> , ^; + .; "-w•, ;¢?�. 15 13 CONSTRUCT PAVEMENT FABRIC AS SHOWN ON PLAN. ,.., .,-. ,,a» .. .,._ ..,..,,, ,,..-.. .pia,...._ ✓p.^�,,�' :e+i«'�.,.,tt,,,,.�'Y 1�,�, *'� �. r: :i "�. ,mow, .�.,,1+?,,.I r' a � Y� ,. r , v.L n .,• ,,,.... S..... ,: .*t3,nr.k*i'',. :_} �:� '.� x:,:.-�x"r.';#"a,r:.,e'°,x..., �--�-�--w-+2'+� r' >p o ,K",,,• y„'" t.., 2 r!P 4 O ,. �,., .•Ai'y - _.;,. .�:.;>. ..,.# .,. , .,. ..RIIN.. . ,x, s'+,, � .d 4: ;""1 .»+: „'.t, � .3�t,-. f U , ....2..>i3 Ae .--•'w ;':• A. .._,L. , u'..^..s4.' , . .$ > «, ps s'i.,..,..x C....�T_,..:.:.. ...�.._._....,y:. rites-�` TING REMOVE 9 1/2-INCH THICK A.C. /A.B. OR EXISTI FULL A.C. THICKNESS, j I_IS a: WHICHEVER Q 14 WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. BASE COURSE h r TEMESCAL Ld 9 9 13 12 13 DO m v I " 9 CANYON 10 OVER COMPACTED NATIVE. OFF-RAMP 13 r CD < � "' ROAD 15 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.O. THICKNESS, F w GO-p WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE Q G X N OVER COMPACTED NATIVE. o a " to U(D O 16 REMOVE 6 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, 2 I 1 2 16 II WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE OVER COMPACTED NATIVE. 17 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. BASE COURSE 1 I OVER COMPACTED NATIVE. (PLACE A.C. FLUSH WITH ADJACENT MILLED SURFACE) 18 CONSTRUCT VARIABLE DEPTH A.C. BASE COURSE ON EXISTING A.C. TO OBTAIN PROPOSED CROSSFALL GRADES SHOWN ON SUPERELEVATION DIAGRAM ON SHEET 4. ,9 GRADE AS SHOWN ON PLAN AND TYPICAL SECTION. LAKE STREET . 20 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS(SIMILAR TO f NOTE 11) AND COMPACT TO BOX RELATIVE COMPACTION. 21 INSTALL TYPE 1-A POLE PER CALTRANS STANDARD PLAN ES-6A WITH ADVANCE FLASHING BEACON PER CALTRANS STANDARD PLANS ES-3C AND ES-4C COMPLETE WITH FLASHING 16 II 16 16 16 I I 16 Ico co BEACON CONTROL ASSEMBLY AND 150W INCANDESCENT SIGN LIGHTING FIXTURE. INSTALL II 16 W5 SIGN (RIGHT OR LEFT PER PLAN) (36" X 36") AND W8 SIGN (40 MPH) (30" X 30") ON a Z a Eo TYPE 1-A POLE PER CALTRANS STANDARD PLANS RS1 (RURAL LOCATIONS) AND RS2. 0)N O 1 22 INSTALL TYPE II-B METERED SERVICE ENCLOSURE AND FOUNDATION PER CALTRANS x (0 ? y° C Z No N STANDARD ES-2B. PANEL SIZE: 100 A• VOLTAGE: 120V- LOAD: 0.25 KVA• F O C7 N tti W DO �_ CD O ao 9 0 23 INSTALL NO. 3 1/2(T) TRAFFIC-RATED PULL BOX PER CALTRANS STANDARD ES-8. ,: .r'..�;} .,. ,a+., •:. r:, „�;..;z,,; k ; r f�.:.:. R77s,.':., ,.,F� � :. ,,.,. i zx - Xr.. ,:> '.. '-' , , .., :., ;• :.�{ '"`i`. �^'.` !�" s "=h CONDUCTORS AND 1 GROUND _ x , e «, .. , INSTALL 1 1 2"SCHEDULE 40 PVC CONDUIT WITH 2�6 N /8 A c- rY}z• / ,f .�.;:..,;•r... .;, aI2- COVER. a � w..'; •�: - sr"ifa °. .a� �n?x;�'. _,,,, „y ;:L ��;:, ,;:;;:.,> : „ s�, .K �_ f u,«,,?«=•4� ,x •.., WIRE. CONDUIT SHALL BE INSTALLED WITH MINIMUM 30 INCHES OF a ..:N ....y(,� �;:y, 41 i;,`,_ 5-:,«.,.. „T:�,, �.,m•.. ,s. n:q,aar+�„W'". f"41. y�r),. +. 1.".: F �„t, {; Y �: .tfie}`,''1"eY•., : ,�..':i > 1 ,��. �Y... ':,.}� .. - .• :.�: ,wN!e .Xq »y" ��'«�ys ..p�'y .'^' �' - { „$�,Y! s'?� �•� I I -�,. •g4- O _-u.,,� -.`s'eg2'3,iT,1y °.,,,. _, ;a„� k:.; °•''.,.i , �E; .�' y.,a,.�,„*. �#-„ �..;, .sue Z r� A i- CMDg_ ..:.:: R/W � s ,,,..� C, _..,a+c•-, -. „M„ ,s?°�r}�'�°t•" •� e a �� "z � .,5 . .. : >a�•. ~: , -„, ---, «,.8",.,^",� 4a 3 k;+-.,9;..�'rd", ,. �...ao ,g•tl� .: s s'c'.".a7!S t� �/ c, ,. .,, •_, ,. �.'-. �x ,„ . ., STRIPING CONSTRU CTION UCTION NOTES I. a .- ,-.�-*Yrr.+....._'`S7» e .. ^. �` ma`s x- ,':d,,, , �! �'n°!" -- �" D f.�.•• 7E LANE UNE AND RAISED PAVEMENT MARKERS ..:, ,�, ..,:• ,`Aewry, °.r4 6 - ..: - ::. <. r5^at. r-.n: �f 4'' "•a �.;+ti;A .., N'; + c,a'"*",' 17,_ .:'.. yr.'. ....... n.�.::...,, •; .-^••,:a, .' ..,.-; n.5 ... 4r " ...,*K r,i:, ,,!a r'R< .-•nM' / � PER DETAIL 12. 1: •W . ., - .r*. 'Y•,�aK x -1.--,-te ^«••'KEt ;"�:,.P*„` ae�'t!'�+-" ,> L"a�"�;w ,` iwib ,ey==.,• �-v"t� ,�: �7 Y*'T _ ❑ � 'w;.. a .,-.,«. '.� 4«"Taty.,., ..,. x..•,,-; ' •rt,-.-,.;_' �" , _ .. ...+.y. 9�cr�,a .lW ,,,,.�a,, {.. .«ns„- .�„��,lr91.,...,_,...e. *..,.r•-.,., w r p,„y.!..• ,n. -,:••�,.•-• AL-•~�,Y � INSTALL S"WHITE AIL 38.LIZING LINE AND RAISED PAVEMENT r. z. M ,_ .°..a,'""A,;. 'v!'A .. _, ,. -,,;.e. ..•.. t._r a ,,,,,,r t, 'f` f t, x k,. ❑2 . �A 712 MARKERS PER DETAIL 38. Vz ' 13 M� 2 _.. ^`.... .,-_- -'.n,u�, ,. � ,t *.rr�+� � - x,. f k.:;.'y�['yr,,,t�'.��,-r ❑3 INSTALL 6'WHITE BIKE LANE LINE PER DETAIL 39. ! ' 3 „ . -. 4 3•�.:,, . .,' ,�. �1 L:1+;: �" „tr rt fir#: 4'X .;'.. r r� I+' c.,,, `gr«t•1'* ' - � "; - '_,.': I ;; -_.. _.. _• �" ,3',. �._ � � r'.' STALL 6' WHITE BIKE LANE INTERSECTION UNE PER DETAIL 39A. a �`� .� �i.. �J.e 6 �,.,..� ' IN ' V+ ,t n,.•. y�r�,�,# `S ?§,. H'k' INSTALL 4'DOUBLE YELLOW MEDIAN ISLAND LINES AND RAISED •' .,,:,.,.. 2. ..,,,..M-...41 :...., + #''r"'."y c.,.r... ,,S't.vaM.y.,- �„.�,.i, "�, �`t` ,J r,;iT � >•."F T:�' ,::,. ts.:Y/+Y` �C.9&�# ❑PAVEMENT MARKERS PER DETAIL 29. �.. -.PLC'++? :':>i. - E,'r9•m. -r,f�ti: ,. v, 3 13 .. ,..,,w.v &sr ,d ,+�r✓ ''�,,, !, e 4 S INSTALL <- ..* ,..,. }, K . ": .,/r-,. ' o, , ,a„y '{A 1¢ •. In LL TYPE I ) V L OR R ARROW PER CALTRANS .e>'"e' -%. C`,k",,: -+• ""'wJ, STANDARD A24A. +"k.. e"�� ?,•^ � exS::> ! „r;:;.a- q., .a�tv xV'!.cNi a'�-..x�, ,!,kw3 ''Y •TrFr>'k• 3.: pyi' ._r, .._.-r.P-..'Air '- .. .':�:.::,;: h � .4., ,,`:r-'R'�':',. ..-:,,, ,;,r. K •. ;a; tom"` ;.:.. .. r, d't :/}r { 5�:4 1 i�ror3 �' r "•`; " e INSTALL TYPE VI ARROW PER CALTRANS A 4A. i y.Z:a: ,j;rt,,.'t,� �, t ;,.. :''.•< :..,,-:;,r?4 •. .: a.-.• .,.a r ��ti a s..e ei. ` " �" �..d,.�a •- -».^-.i_,r 'f' c, : (f� S STANDARD 2 y..Y� i'r .•_,,- �,• ,, .. .,, ,i ,1!e,,. � xi,1 4 a,.«e �.Fet. Ixi°..#'r d,, ,j ndv;d c,,a"� .h�#,t.v+ .:.�s.""-.n�1.rp" „`s "i tsi�t F . ;�-a';•;s,;n_�+�.s �s ,a l:'• , -:. , Y..�,.a q. +,hr �w .. . s .r: '', ,, cr '¢ '+_„/'.€p' > :..Ilia, r Y p _ .r,,.�t r::. .,..i.'.i i','��',' .t ;,. .: :'.>`,. :. .,. - i W' `" t6{.g',}qry w1.,,,k, 3, L -.I,,. is. yry f: ❑INSTALL 4'WHITE LEADLINE WITH ONE TYPE G REFLECTIVE RAISED t.::l•`I'. .1." .. ..• u•. ,.c 1 r, .,: q# ,-r,.,. ,"'•. F✓ ' j.J^ .c,..•P, 4 , f`:-;" r fi.".a Y' ,t a, 7 ,r.-.:,, yts`••' ... �- ., .,.. � 1 ;. a.x. in ,r �1`t"�.,,.i.�:,Y ».:�.,SI, �.Y n�: �..�•.r ,,r.�:.., t•• ❑PAVEMENT MARKER AT EACH END. (LENGTH PER PUN) r ,✓ ...;•` -,a ,. ,. ,e. .• .. ,'._ :. .1•+:,t st.'t. ' -'+L' ,.,:-:,Y x rt i.... .ti',a.... -e.'v1 ...lt.k -,.�.1: „.. .- ... t..t, .-. ;. ''" x.:•1�#',, ,. ,..,z �r,u :,�-' !'- s. .. ,.:< ,�f :•.: r- .,rs-i.rt., .•a' .�,.13,(TI }=': V ,, '�„,, F. ,,.. 4 „. L,. a �. �„ ;,, ,, - P x,., f•„]•. ;p.€;f ,' f. ;,,.�'.-1'S. ,r F�" ,yj:;.` -:p5 INSTALL 4"DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS, .:�. .-.. ,, _.- ,:. 't, ., '. M+.a Iz. � .,# , s,. :ra,.�>, -.- ° /�;.,x .i .. „+ * d�'�t<,r'..� ,[,�,:, �'".:. :•7kr '`r „.,.r'`.'14Y 5�:9., ,� 8 F •.:. .,-. ^e ,• J^- ?5.'TM--.'p,'#`x, ,r} �:... N:;�^p` ,$� 6,..,):k,. .}• a7' �1. y ,r. °n-;.r."yagl.Ci-�rF ❑NO PASSING ZONES-TWO DIRECTIONS.PER DETAIL 22. > r v.. R ]y -t ..' '-: ,'a. .. s3' !".!.` "a-::w:t ,r, t.i.:.. :_ ,..r .. ,,a .. ,. I� E-J INSTALL 4"WHITE RIGHT EDGE UNE PER DETAIL 27B. 9 10 F- V $ Q INSTALL PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD a: PLANS A24D @ A24E Go H d �C 11 INSTALL 4"DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS, y. NO PASSING ZONES-ONE DIRECTION,PER DETAIL 19 AND PLAN. - ---- -- 11 W d W 2.0 12 INSTALL 4'MARKERS PER DETAIL DASHED YELLOW CENTERLINE AND RAISED PAVEMENT GRAPHIC SCALE TRANSITIO REMOVE EXISTING CONFLICTING STRIPING BY WET SANDBLASTING. PL, 13 11 VARY A.C.SURFACE COURSE ❑INSTALL 4'YELLOW LEADUNE WITH ONE TYPE D REFLECTIVE ( IN FEET) p(rOM 2"TO 3" DEPTH 14 RAISED PAVEMENT MARKER AT EACH END. (LENGTH PER PLAN) 1S INSTALL 12'WHITE CROSSWALK OR OMIT UNE PER CALTRANS STANDARD PLAN A24E. 1 inch= 40 It. L7 INSTALL 6'.6'TRAFFIC SIGNAL LOOP DETECTOR TYPE A.PER CALTRANS 2 3 STANDARD PLANS ES-5A k ES-5B. DATE OF PHOTOGRAPHY: JULY 11, 2000 QL�d nderground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR HARRIS & ASSOCIATES UNAUTHORIZED CHANGES: COMPLIANCE WITH THE APPROPRIATE -`x° CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR ` 34 Executlya Park, Suite 150' CAUTION-THE ENGINEER PREPARING THESE PLANS WILL NOT BE CITY AND STATE LAWS AND HAVE BEEN Irvine,CA 92614 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 5 PLANS ALL CHANCES TO THESE PLANS MUST BE APPROVED BY THE STREET REHABILITATION v Call: TOLL FREE FOUND ACCEPTABLE. (949)655-3900 0 FAX(949)655-3995 PREPARER OF THESE PLANS AND THE CITY ENGINEER. OF 4�6B®4 g 60mo a L�9eL9L869V¢9 + BENCHMARK OF 1 2 1-800 SCALE:1"=40'- LAKE STREET MM /Pw. 1/[✓1_"t4 i-Lt-Dr � �p SHEETS AEP4I MN'PNQ dTALNUTAVF SGaURIY,eNTIN,N AeRGGucIIaN 422-4133 ��.✓..ILo,Yi1 �a0xs> /9� _ FILE NO. tl�NNELL J DATE:DULY 2000 2112 WAINVf AYE.ffiA7E E,1UeTw,CA 9ZPB0 DATE O HONEoulea-mn FAx(7141eatxon RANDALL G.BERRY R.C(E,44642 DATE i/,n�amn "me[ },,,pamn TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY• DRAWN BY: CHECKED BY: CITY ENGINEER I I STREET IMPROVEMENTS CONSTRUCTION NOTES Ot PROTECT IN PLACE. s O2 COLD MILL EXISTING A.C. PAVEMENT, DEPTH VARIES 2-INCH TO ZERO, AS i1 SHOWN 1 I I 16 COLD MILL EXISTING A.C. PAVEMENT, UNIFORMALLY 2-INCH, PER TYPICAL SECTION PRIOR I I O TO PERFORMING ANY LOCALIZED A.C. REMOVALS (C.N. 17). I �I d a a O3 CONSTRUCT 2-INCH THICK ASPHALT CONCRETE SURFACE COURSE AS SHOWN ON PLAN. i ~ ~ O4 ADJUST MANHOLE FRAME AND COVER TO GRADE. 9 6 _0n $ 9 _0 <• I LL. ADJUST TO GRADE. REMOVE WATER0 1/2 v FRAME NCH TH THICK A.C. C. /COVER A.B. A.B. OR EXISTING FULL A.C. THICKNESS. :. T "" "?�;. fir,. t, :: ,,.. . - �'., +,, '.. •.- ,.,. ,,. ..... i• g D CONSTRUCT -INCH THICK A.C. WHICHEVER IS GREATER, AN 8 1/2 -W , ^^ •-..... b. a ...... ;M,,,_+ �. .1 c.4,�...',', --,I:,t r r* ^:r - yam'--.�-` OVER COMPACTED NATIVE. REMOVE 7 1/2-INCH THICK A.C. A.B. OR EXISTING FULL A.C. THICKNESS 1 WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. m p. ,�,�: .,h.* wr_-r'�• ':-5" OVER COMPACTED NATIVE. I - CONSTRUCT 1-INCH THICK ASPHALT CONCRETE LEVELING COURSE, --- - ADJUST TO GRADE BY OTHERS. - - : 10 ADJUST GROUNDWATER MONITORING OBSERVATION WELL COVER TO GRADE. - - 4 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS „ -^.�•; ,, ,�� „� y � .- >_ s � , � (FROM COLD MILL AND/OR MILLED AC REMOVALS) AND COMPACT TO 90%R.C. SET DEPTH TO JOIN 1/2" BELOW NEW EDGE OF PAVEMENT(E.PJ TAPER DEPTH ` '� ._ .: ;. , �. .. <� "� . ✓.., _='n„ ,,�, `w. ,�.` � ,. - , '`�: ,.: T,� TO 0"BEYOND NEW EDGE OF PAVEMENT AS SHOWN PER PLAIT. .«,�:_ m , . "r"n _..., k s+t ,:..,, .�Y�. .. . ,:. _. x. ..-, .. ..e ,.,. • , .- r :;� .R'h�k� +�", 12 BLANK ,, +,.F. .♦ r�. .ari�-, .. e ....ve h`. }} .. k�,,as*er,'S.. ..,: �. ,.' °4>&.. .. -. `.Y .. .t �" `Nt4 �hy _Tx I'1 .A w. ::', t aR ;,q'bA..q.: .�•',.+..s �f.P..•�,,�^"+.-y A� '! ,. .. r i y-.. � �,{�"' *1w� "�'S:, O .rsy`s#af aq�-. r a +r::.. `I•. '4=.,r, 3fi- .h id. .. -. .. a. .- Epp; . ., .. 3. '� : '� ?' e Y r-� i.+.,f � , .. .: } ..r.. :✓'a'-'"vty. •r,E� """ � ..a.: „ .`, '�- :> ,, .,: ..��•..x" 13 CONSTRUCT PAVEMENT FABRIC, AS SHOWN ON PLAN. .. zw.:*-'• '' 55.:::: s :1'4''t,.•i M1 a. - , s. - ,o, OS1$,. .: +a. • d;. " . , ,`::,.} �,3s '{..y 4. Z'., ^,(,�i h t,:.. :..ir,i '': $*:n i�hr �1 s ,'4- ,h.� .-. 4.,• e. � ,r „». .:Y' �F; «✓'w t C'4 .,R� .X: .,Y^ �v I . i=h... €-. w. .i[w':............ .';j, h'��•"• �'r - , .w, 1 t _ . rt� •y - :x.,i -.. �. .Sr ,, r,.. _ ;,,,,,, _ � .s x •..��.; � � -" , C;: "�• 1/2 THICK A.C. A.B. OR EXISTING FULL A.C. THICKNESS, '"• REMOVE 9 INCH Q Q 14 WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. BASE COURSE { 9 OVER COMPACTED NATIVE. { !7: Ya w ti Q 9 } >- REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, F Iv !715 WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE O_ _0oCol n 0 b OVER COMPACTED NATIVE. 00 - REMOVE 6 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, I I 11 16 11 16 WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE OVER COMPACTED NATIVE. 0REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. BASE COURSE �- OVER COMPACTED NATIVE. (PLACE A.C. FLUSH WITH ADJACENT MILLED SURFACE) 18 CONSTRUCT VARIABLE DEPTH A.C. BASE COURSE ON EXISTING A.C. TO OBTAIN PROPOSED CROSSFALL GRADES SHOWN ON SUPERELEVATION DIAGRAM ON SHEET 4. LAKE STREET 19 GRADE AS SHOWN ON PLAN AND TYPICAL SECTION. I -n 20 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS (SIMILAR TO c uI NOTE 11) AND COMPACT TO 90%RELATIVE COMPACTION. I ,r + I 3 r D1 21 INSTALL TYPE 1-A POLE PER CALTRANS STANDARD PLAN ES-6A WITH ADVANCE FLASHING Z D N J 20 BEACON PER CALTRANS STANDARD PLANS ES-3C AND ES-4C COMPLETE WITH FLASHING 43 W Zz t X BEACON CONTROL ASSEMBLY AND 15OW INCANDESCENT SIGN LIGHTING FIXTURE. INSTALL II 2q 23 II z 19 x w u1 Fn 19 WS SIGN (RIGHT OR LEFT PER PLAN) (36" X 36") AND W6 SIGN (40 MPH) (30" X 30') ON _ Cj m m O TYPE 1-A POLE PER CALTRANS STANDARD PLANS RS1 (RURAL LOCATIONS)AND RS2. cD� d �1-I I� m 22 �4 22 INSTALL TYPE II-B METERED SERVICE ENCLOSURE AND FOUNDATION PER CALTRANS F iw Zu- N Z>oLL +O D STANDARD ES-2B. PANEL SIZE: 100 A. VOLTAGE: 1= LOAD: 0.25 KVA. = O 9 B a# o m� o ti mw� * Z 9 23 INSTALL N0. 3 1/2(T) TRAFFIC-RATED PULL BOX PER CALTRANS STANDARD ES-8. I v_w tz, s t . . - i•�"'.c. '' .M9 4.:ro _. a..d :+ 'a .. 1,.�.w:•. .....: ./'.,. `.•. e„.K.,.•-:... .P .., ',.r ...,�'x 3�` �v'g,, x, �..0 St 4 .� • - E� U .. .t' ,•s ,.. .r �.z. ,„.,. +�. 24 INSTALL 1 1/2" SCHEDULE 40 PVC CONDUIT WITH 2#6 CONDUCTORS AND 1#8 GROUND I .: _. ., ,4. .,. ._.. e .._ . .., .-. xr- .�'. -tu .•�^ .•-.,,- .� � _ _, r..�.1. 3, n s ,,. .. WIRE. C.., a rj ?.. a r r •• ._ ..9 - x__,_ 4 1 ONDUIT SHALL BE INSTALLED WITH MINIMUM 30 INCHES OF COVER. W W.. c .., +4+ `.z �" ^: � t~ *: v-. ?," ;::.. .. _rF. : � �y't ,.n;r^? '1, s« *rr^•: ICI .15"e� $ z"�� a,, �, .y , s:• ,.�:..' !!.3°.t4 z Al ,. t' =r. _ " :�'4 -`� d+"xa�s ''j e'., ,K,*+! ,.f`.. W � .. . :r' x �' ..,. .. i.a. •"�f-a.. --.. " r y., _s . , ,>� .� ,glij ::f�if"" -+e x�2� � h, + "' ,.,.. "�'t.'s;'tea= .., � ,t. rZ ., •:. r "{.�.��„ t,`�-a. r.:rt ^�:. y D7 f .'; ,11t.,.'.S:. ° ..yy> ., -'. r, :. •`e,. w.. 1,. wa+'R.°y', , STRIPING CONSTRUCTION ,. x emu. �;-':- ._ - . ._ - .: -. . _ e ., ..- ","-::^a�.y ,.-.. �"'•-'., ,...:.r��-'•,x :, .cV ,�a :;,� �:ma::::- �." `�:§-��, r R xwz „Ar: � - _,,b;. _.�y-. ..;7a > , .. ,•.r .t 4,.. 4" - ._. ... ...-_...3,v,.. 4.,� aa/ ,...,1� �-M-. >rcr:•"" .�.! - ,� -__ _.____ - ^,.; , n **.... -,, :•t,. +.. '� Mtn.. ,.7 .- INSTALL 4'WHITE LANE LINE AND RAISED PAVEMENT M NOT W ❑PER DETAIL 12. : # v IW ! � :+ ,T `3• * ,;,.- k ''"vv,43.' <-:r „•-^ _ "`^`'� -"' ' -1, yf;•i'r' y)., , INSTALL 8"WHITE CHANNEUZING UNE AND RAISED PAVEMENT a 1 1I :.'.. MARKERS PER DETAIL 38. I '+= 7$ y `' - __, _ 'T" `,<r. ^�' - ❑3 INSTALL 6'WHITE BIKE LANE UNE PER DETAIL 39. 3 + INSTALL 6-WHITE BIKE LANE INTERSECTION UNE PER DETAIL 39A. '_' ..- »-�„ 4:"E; x,r •,`•f'; - .♦ `*''. ------r-- -?. _ ___Y-!-� i INSTALL 4'DOUBLE YELLOW MEDIAN ISLAND LINES AND RAISED ,;. T�-":`' y=�F f - •,6. ,�.,, .,'' +- - ''I} K ❑PAVEMENT MARKERS PER DETAIL 29. I - . .'1--A ", ,T:;t. .. � ` ,' .. �'...."+. S',v -''. ��. tS,:+7,a _ O f•i„E 4 `••'* INSTALL TYPE IV(L OR R)ARROW PER CALTRANS I. '_- ,,,,Trsr°a,,,..w - r. r -.,r t,•a-`.;� �f r"� :aa"..+, c." .r"�'"iYe i"'_ .*:�M:o-v 'n },�rn OSTANDARD A24A. Lu INSTALL TYPE VI ARROW PER CALTRANS STANDARD A24A. ',.;':•' '," ' mgC*...' .,_' �' - ` -;,:' ';; a'" T '!' `� 5,'"" V.__; ex°a- m -- INSTALL 4'WHITE LEADLINE WITH ONE TYPE G REFLECTIVE RAISED zi X.�:.. _- ' ?, :' > d per.,. w. .• '+, i'R ... , _a. x':a A ';;!. tf,., ?, .'m1 �t 7 .,ef.2- _:'-•`. .. - r,, - ..az„ ,"{ ,. ;.r .� .-p•. ,�-...;,,,s ❑PAVEMENT MARKER AT EACH END. (LENGTH PER PLAN) yQ' r 4 .. r.. . '4. ..w. F' :u,F- .. :+ :.. _� - (;. "T•; INSTALL 4'DOUBLE YELLOW N AN N r .,.. ,,*. E. . :•`pi`(V a -: i�ariK ..o- .. g„ ,i - {,..fps 6`. 'a"� 8 U ES D RAISED TAVE22 T MARKERS. ar -..'d� ,- :'..: a .,. «<-= "--'.. .,SY+ y :n.' �,;. �. .J- :?a"�•'.:5..��d n _ �.,�+;te, '�'_ 4 *w%Se�+'.` y ❑NO PASSING ZONES-TWO DIRECTIONS,PER DETAIL 22. r ' y '., ❑9 INSTALL 4-WHITE RIGHT EDGE UNE PER DETAIL 278. 20'TRANSITION O ¢ t� 9 O m < 10 INSTALL PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD it oL` VARY A.C.SURFACE COURSE j > a { m 8 PLANS A24D&A24E. u eG FROM 3"TO 2' DEPTH Z d * 0 11 INSTALL 4'DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS, O e0 Q r r N ❑NO PASSING ZONES-ONE DIRECTION,PER DETAIL 19 AND PLAN. LU N_ p 3 U -U W t Z 12 INSTALL 4'DASHED YELLOW CENTERLINE AND RAISED PAVEMENT 1 I 16 16 AC_� o O Q W MARKERS PER DETAIL 6. I.1 er M GRAPHIC SCALE �Z 2l ¢ ``I VI 2 2 I I CURVE II/111 Efl REMOVE EXISTING CONFUCRNG STRIPING BY WET SANDBLASTING. INSTALL 4'YELLOW LEADLINE WITH ONE TYPE D REFLECTIVE 11.1 m LU 14 RAISED PAVEMENT MARKER AT EACH END. (LENGTH PER PLAN) h 15 INSTALL 12'WHITE CROSSWALK OR LIMIT UNE PER CALTRANS STANDARD PLAN A24E. ( IN FEET) ^ `� L1 INSTALL 6'x6'TRAFFIC SIGNAL LOOP DETECTOR TYPE A.PER CALTRANS E �J "^T STANDARD PLANS ES-5A k ES-5B. I I cn = 40 ft. DATE OF PHOTOGRAPHY: JULY 11, 2000 nder round Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR 8 ©L9a 9 HARRIS do ASSOCIATES UNAUTHORIZED CHANGES: SHEET COMPLIANCE WITH THE APPROPRIATE -- CITY OF LAKE ELSINORE CONDITIONS OF DEVELOPMENT AND/OR ` 34 Executive Park, Suite 150 CAUTION-THE ENGINEER PREPARING THESE PLANS YALL NOT BE _ 1. CITY AND STATE LAWS AND HAVE BEEN - Irvine, CA 92614 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE STREET REHABILITATION PLANS ALL CHANCES TO THESE PLANS MUST BE APPROVED BY THE G Call: TOLL FREE FOUND ACCEPTABLE. (949) 655-3900 0 FAX(949) 655-3995 PREPARER OF 1HESE PLANS AND THE aTY ENGINEER. OF V g 1-800 r SCALE:1"=40'±BENCHMARK LAKE STREET of 12 AUM WPPM,ORTHA AM MCrOVANY FNGNEEIWRFET4DJTDx 422-4133 - �-ZZ-D/ SHEETS of 2e22WALNUrAVF-SUIIEE.=.CA97M Y 'DONNELL DATE / �O/ FILE NO. PHDNE(714)emaan FAXf714)8=4 r DATE:JULY 2000 www.Am.pam,n s.w:pnrp�tAmrip�4vn TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER RANDALL G.BERRY R .E.44642 DATE I I 2 S Q a STREET IMPROVEMENTS CONSTRUCTION NOTES o .4 Q o+ Ol PROTECT IN PLACE. m j Zp ? p c M w tz c z ZI O COLD MILL EXISTING A.C. PAVEMENT, DEPTH VARIES 2-INCH TO ZERO, AS a Z G)+ z SHOWN ON PLAN. Z4 /9 ,W cm oZw G>C 61 Aoo ; .4 _0 24 T o Z3 o 74- 7a o + O COLD MILL EXISTING A.C. PAVEMENT, UNIFORMALLY 2-INCH, PER TYPICAL SECTION PRIOR r A o £T o TO PERFORMING ANY LOCALIZED A.C. REMOVALS (C.N. 17). • a s N U_ r_ £ z 71 1+ O CONSTRUCT 2-INCH THICK ASPHALT CONCRETE SURFACE COURSE AS SHOWN ON PLAN. S < In D ±:z 7 Di Z 23 =i O4 ADJUST MANHOLE FRAME AND COVER TO GRADE. I 3 9 8 Z 9 8 ADJUST WATER VALVE FRAME AN COVER TO GRADE -.. ..y: .., .,, T ,.�. .., gyp•: _ _ - _.. r..-. ( Y:--. -�, /� ' ... . ,.:: ..,y ,. -,+, ,,. .. � , - .:a,, ,.. . .: -. � - �,.....-: y ,,1 ::.,z, ,.o" k ,c;•� �+-..' REMOVE 10 1/2-INCH THICK A.C.D/A.B. OR EXISTING FULL A.C. THICKNESS, s . b i., z �„ Q.r Ci T d R - *•$ g ' , . g^ ."�•A'i•*.,." �-.r. r --`' +�'.-«_ , .�'�+°_^• :.liJ^r WHICHEVER IS GREATER AND CONSTRUCT - THICK A.C. � �.: '= ,...... O TR T 8 1/2 INCH w .. T x r .: 1 �' t• -4> � �'. ^ ,... . � tx. -_J' ACTS OVER COMPACTED• ta; +,,,:� ,.,�.. -.:.. ( D NATIVE. * , .,.. • x ,�, �, M ..�.`...,s,a,afi. ,+. .�.q3y.,,• .:.: ...' ': ':`3V" ,.. r. .L: r _; ..a ':+t y5.....s; ,.'•:. h'F -_. a:..:«- -".°' - ..: :.. "9,:._ ,.. ,.., .':: . ..,,,. :- > :„ ' ,.r, ^'r „ .-.•4r�...�«�.;.'.:." � #.-,... ,+': r f >_ '.;, ., .,,., - - "- ,..' � .. REMOVE 7 1/2-INCH THICK A.C. A.B. OR EXISTING FULL A.C. THICKNESS, AND -INCH THICK A.C. O WHICHEVER IS GREATER, AN 1/2 ,..,.. 4J ,L ^'.: �a , a:.r ,: .. w fig`•., `:: -� OVER COMPACTED NATIVE. 2 .. m sue.. ':'.Yy„ ` xw'`rvt✓` `s N. m CONSTRUCT 1-INCH THICK ASPHALT CONCRETE LEVELING COURSE. NO 'r a N ,-'f v.'r;.;'`., ,}q '=`:. „w ,s, •ter.* g _ w�.w. is ..N:wR.: '� ....:i O9 ADJUST TO GRADE BY OTHERS. `•. ' ' M 3 1J „ , - -_ a,y-. '="'r ,s :";�, • ,„,.�-. »'"^*" �� - "' * � F* i .N.�... _� 10 ADJUST GROUNDWATER MONITORING OBSERVATION WELL COVER TO GRADE. 12 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS `- t-= , -•- '' " ,• ,;.�.. '• ,^r'! -' - ..;.'-,. - �,n ";.',.^ _ '��3 -r'�r^` ,a ::+,- 'w 't"'-' ,r 11 OR MILLED AC REMOVALS FROM COLD MILL AND/ ) AND COMPACT TO 90%R.C. - s ,.:..1. ,rAS w,.. e .r`" ..„„,,�,'.5-s « i",.-=•r r"' ^.7 s J".'' S ET DEPTH TO JOIN 1 2" BELOW NEW EDGE OF PAVEMENT E.P. TAPER DEPTH ,� _..' �.a, vh- .,. ';� ....., -. -�:. ,A, :,: � '�'"ixK" :m. ,_. ,: - ,.- ,,,• -,;a„"�- A,x :�.�, ''*�v�' `.f. ': TO 0" BEYOND NEW EDGE OF PAVEMENT AS SHOWN PER PLAN. BLANK S O I ... � ,, io-' ,:., ,,; ;'s*,°.i'� l � ; ,- "' �& .. s. ^- e �i...`�k' «•K-,.e. .`,:`.`° TP r �, r7;t - �, ..., ...� t. x, ::cw ,. .,,, .+.. ,.,. ,... .«, :"5 >Pt x ,. ,�ar:•.a x -J 13 V CONSTRUCT PAVEMENT FABRIC AS,�';-y �' '}a`� ,t:H` , , : o �. . �:•. M, r .g s�.t' ..� ',.�', O SHOWT! ON PLAN. c ` '"" _ = • t` +'•"` _ ,•I : • r n�-` . 5 "`4':i- -wt`�'..." 'f,:, s't "1"< , _`�., 'i` U, O REMOVE 9 1/2-INCH THICK A.C. A.B. OR EXISTING FULL A.C. THICKNESS, _p Q WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. BASE COURSE ; e TRANSITION 30 9 15 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, PER DETAIL A WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE OVER COMPACTED NATIVE. O Ofi SHEET 3 LnmA � S 2 I I m0 0 16 REMOVE 6 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, F, WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE I 3 /� =c OVER COMPACTED NATIVE. CURVE I I All m 0REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. BASE COURSE A D OVER COMPACTED NATIVE. (PLACE A.C. FLUSH WITH ADJACENT MILLED SURFACE) 18 CONSTRUCT VARIABLE DEPTH A.C. BASE COURSE ON EXISTING A.C. TO OBTAIN PROPOSED CROSSFALL GRADES SHOWN ON SUPERELEVATION 4 5 DIAGRAM ON SHEET 4. 19 GRADE AS SHOWN ON PLAN AND TYPICAL SECTION. LAKE STREET 20 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS (SIMILAR TO I NOTE 11) AND COMPACT TO 90%RELATIVE COMPACTION. 21 INSTALL TYPE 1-A POLE PER CALTRANS STANDARD PLAN ES-6A WITH ADVANCE FLASHING i \ BEACON PER CALTRANS STANDARD PLANS ES-3C AND ES-4C COMPLETE WITH FLASHING l BEACON CONTROL ASSEMBLY AND 150W INCANDESCENT SIGN LIGHTING FIXTURE. INSTALL W5 SIGN (RIGHT OR LEFT PER PLAN) (36" X 36") AND WB SIGN (40 MPH) (30" X 30") ON TYPE 1-A POLE PER CALTRANS STANDARD PLANS RS1 (RURAL LOCATIONS) AND RS2, I 22 INSTALL TYPE II-B METERED SERVICE ENCLOSURE AND,FOUNDATION PER CALTRANS STANDARD ES-2B. PANEL SIZE: 100 A VOLTAGE: 120V. LOAD: 0.25 KVA. 7� 9 8 9 00 23 INSTALL NO. 3 1/2 (T) TRAFFIC-RATED PULL BOX PER CALTRANS STANDARD ES-8. D ,..,.e..,r. s.. a(`,kyf'• �. �:. -;. ..: ... '1'�-_.,.. .. scr. - , `: '; {.• +;t 24 0INSTALL 1 1 "2 SCHEDULE 40 PVC / V CONDUIT WITH 2#6 CONDUCTORS AND 1y8 GROUND .„-'�». lta..sa „ :: r:=, , ,. .=s "^ �, .. ; ..,. ,� �• .: w '"I _. .:.. �- ,... .: ., ... F . �q "., 'S c A � ya.,..:.. . ..r •_, •-s:, a, � ,_ �s�n- � ..r*, ^�.r ,,".e -.-.. �;u, : �, .. D. ,: :,i. .. �"-.�,.-�,—..,."•,i�i: , ^.,,Cil.'• WIRE. CONDUIT SHALL 8E INSTALLED _ -.: t.� .�.:-> _wx, - � .�:. a ...,.. ,„x.M'" § �^» .�.:r..• : e ..: c+ e ..,,. ,d•.. .. WITH MINIMUM 30 INCHES OF COVER. _ Sie3•a r, Yhx .. g{.w Y:`.3-•� "N' •.?�t4 { I I.�: 1- 14 � t I STRIPING CONSTRUCTION NOTES i,` -, y4x„; - •x +:Cs :'`y, 'y`t ` s� "� i ,:. INSTALL 4-WHITE LANE LINE AND RAISED PAVEMENT MARKERS y . .,zs a ',. ,az,.+-..: .. .,°' __ 3<v+a`.�'` .y y, - i - _ %, PER DETAIL 12. ,. .� -. w,.,-s - - '•. - .per♦.,/�•, , - �.)F?' ,�,t - :„ ;:'.;.x., ''j•,*p "+" y't'" ....-.__. _ / - ,F"" y't. 2 INSTALL 8'WHITE CHANNEUZING LINE AND RAISED PAVEMENT °-. •' ->x ^ e>: - "` / ":~� MARKERS PER DETAIL 38. �A 3 INSTALL 6-WHITE BIKE LANE LINE PER DETAIL 39. i y a.. M +q. " " - , : :x '` `• - ,c+k µ , +I Y ''" M INSTALL 6'WHITE BIKE LANE INTERSECTION LINE PER DETAIL 39A. x w 1 U1 - .r,:.. ,r. ^.` ,',- .-.` -., '- ;'; ;F�; Y., - •_.>..�,,, f M Y,. ,) 4 INSTALL 4'DOUBLE YELLOW MEDIAN ISLAND LINES AND RAISED ^: _- '-- � r.- �` ,...t1,.. ,•i y:... ,,., .� r^:.,,:�r ,� `. ,za ,r:''.:_-..../.e. #,. *,y` ...,, - .pf^ In,ti s PAVEMENT MARKERS PER DETAIL 29. INSTALL TYPE IV(L OR R)ARROW PER CALTRANS STANDARD A24A. Y s u J , w , s 1 r �,- � - *'1L.' ,fig.-~ a INSTALL TYPE N ARROW PER CALTRANS STANDARD A24A. 1',�7 � l � ' '...- � :- .'N`,. ,, .A 3 - cs;�,a-.a - i' l ;rii,�� � y.. 's, *ir s^ .f.. s X *.- - ,,,4xii,.4-V":• Y{ x x ,a' �` t ,y -' �'�' > Q, r ; z' ''Z .:' '{ ❑INSTALL 4'WHITE LEADUNE WITH ONE TYPE G REFLECTIVE RAISED < �•. Tt{`"'..'* '� ?. .+ t•' '"x. f.-. a': f i- PAVEMENT MARKER AT EACH END. LENGTH PER PLAN I It'.s. .z i'.idss�{f w : �- '• '' -- .5 -Vti, j1y ...',."4'•� ,.F`",. Jw ( ) �� .Mz m -,ti " a �, - as•^�n-cT :" ,,.. {, " "..�„. ^'? Fp. -'"4:, INSTALL 4'DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS " „:- i - = .y _ y - vS`, l '�•J NO PASSING ZONES-TWO DIRECTIONS,PER DETAIL 22. i ,.:•� : _ ., .;., • ,.. �•F»-• ��»._ • .:.t g.. : : = '". :1 �,. / U WHITE RIGHT EDGE LIN_PER T tq ❑9 INSTALL 4' ` � DETAIL 278. p 8 2 PLANS Q 10 INSTALL PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD I \ D�'A 9 A24D @ A24E. 9 NO PASSING ZO INS 4' NES S LE-ONE DIRECTIONLLOW LINES ,PERSED DETAILV19 ANDMENT MPLRAKN MARKERS, INSTALL 4-UV DASHED YELLOW CENTERLINE AND RAISED PAVEMENT 12 MARKERS PER DETAIL 6. 13 REMOVE EXISTING CONFLICTING STRIPING BY WET SANDBLASTING. I ^ INSTALL A YELLOW MARKER WITH ONE TYPED REFLECTIVE i � /1 14 RAISED PAVEMENT MARKER AT EACH END. (LENGTH PER PLAN) GRAPHIC SCALE � INSTALL 12"WHITE CROSSWALK OR LIMIT LINE PER CALTRANS .o o io .o eo ,Ec Y STANDARD PLAN A24E. a L7 INSTALL 6•x6•TRAFFIC SIGNAL LOOP DETECTOR TYPE A,PER CALTRANS o IN FEET STANDARD PLANS ES-SA @ ES-58. ( ) no 1 inch= 40 It, DATE OF PHOTOGRAPHY: JULY 11, 2000 m g QED[ Jnderground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR UNAUTHORIZED CHANGES: COMPLIANCE WITH THE APPROPRIATE RABBIS BC ASSOCIATES CITY OF LAKE ELSINORE SHEET ` CONDITIONS OF DEVELOPMENT AND/OR ` 34 Executive Park, Suite 150 CAUTON-THE ENGINEER PREPARING THESE PLANS WLL NOT BE u RESPONSIBLE OR UABLE FOR UNAUTHORIZED CHANCES TO THESE CITY AND STATE LAWS AND HAVE BEEN '.. Irvine, CA 92614 PLANS.ALL CHANCES TO THESE PLANS MUST BE APPROVED BY THE STREET REHABILITATION — a 9 _ Call: TOLL FREE FOUND ACCEPTABLE. 7 h U013913T 14 Some 5 000OL§694¢A (949)655-3900 O FAX (949) 655-3995 PREPARER OF THESE PLANS AND THE CITY ENGINEER. n S 1-800 SCALE:1"_40' + ENCHMARK OF OF 12 f �, D�_.H aZ-D LAKE STREET — - �wFPN�o�AF,wLRalocaalB,o�B:N�RTFr1 422-4133 � I / np SHEETS ]BSI WALNUT AVE.SORE E.TUSTIN,CA W80 PAY O'DONNELL DATE ��r�aC.e, ,�fszs�ru�- //q/ol FILE NO. PHDN (7114i) 20 snW:mAX 014"ywCMuW TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER DATE:JULY 2000 DESIGNED BY: DRAWN BY: CHECKED BY: RANDALL G.BERRY R.C. 44642 DATE i STREET IMPROVEMENTS CONSTRUCTION NOTES 4 OPROTECT IN PLACE. o a OCOLD MILL EXISTING A.C. PAVEMENT, DEPTH VARIES 2-INCH TO ZERO, AS SHOWN ON PLAN. C m UP i I O COLD MILL EXISTING A.C. PAVEMENT, UNIFORMALLY 2-INCH, PER TYPICAL SECTION PRIOR m Z m + TO PERFORMING ANY LOCALIZED A.C. REMOVALS (C.N. 17). OTZ p O3 CONSTRUCT 2-INCH THICK ASPHALT CONCRETE SURFACE COURSE AS SHOWN ON PLAN. 9 8 n �a 9 8 O ADJUST MANHOLE FRAME AND COVER TO GRADE. n i ';!., Y :s. ,1a ",'. .M :.. -z,+.•:-,. ADJUST VALVE AN COVER TO GRADE. n ... _ � . __ Z 5 WATER FRAME D ... fa,, ., ._ .. ...;,. �.r•a 4 ._ ,a. t�' ,=; . :....;,a._,...; ,.r �-- THICK REMOVE 10 1,.::, �•i�.0�. s / A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, w...T! ,T✓AL ., ... .r,,.,.....+z.. *; x;4 r .rsg.... } fi .,,9Y '.. .7F:, i .._. rr!" .-.-,,.- , 1 ;a ,� ,, ..r ....1 g ,?> 'T;ca Y,,,, � • .; „. a _: r,,. ,. :k ar^4.„n•:t�� u,.. ,. .,�� _ _. ,.. ;...,. ,. � _<°. - - ,a;; '° „ +`. w ., O WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. .fit'''' -,,^�+_c�:� .., :�� .....,.., •�w .- - r • " , t� ?r� ?.� � ,,�� � ;�:�' OVER COMPACTED NATIVE. ,. ,.4. .. :. y�-�''r,-•arty" �..:. :.'F,., _., a ..:: � .. 4 .:_. N r �a� - .<:`," ..'�.-i c w,�:�; .r;.,,�-; r - ,�,� THICK A.C.2-INCH REMOVE 7 1 / /A.B. OR EXISTING FULL A.C. THICKNESS, WHICHEVER IS GREATER AND CONSTRUCT 7 INCH 2- THICK A.C. v - ?F .. ..... -. ,; ., i s.:°.., '�` ..,.,__-....:. ,.-.�, _,...,... .`:..•-_:_. ' - �: .:;�,',_r .?`••'•',�;?' ;fib-,t,# . ,r.,.., .-�,f`ria V� ,..�`r� / k f,6' OVER COMPACTED NATIVE r;zi 8 CONSTRUCT 1-INCH THICK ASPHALT CONCRETE LEVELING COURSE. �W, , as '��' r.„.^' "'-'+i1'1i. s'", . ^ °+' �n r ..t< I .. a`:'.r "'"'• I6 1 ,?'tea t'L<2>.111�g , ... O i .�;a;9f .>^a �.>...,•,�. " �s-.,erg,. 'yam+ .�h" ar" � CN IW" a � �+��"�f�N,� s; O9 ADJUST TO GRADE BY OTHERS. I ,. �Y' i 1, r T� 3 10 ADJUST GROUNDWATER MONITORING OBSERVATION WELL COVER TO GRADE. .,.,„. __,, ,��;i ai� •;,�,, ,-y 3' 15 "^ ".�:.,a-<y +" , aar:+"•"/.f- ,s •r,Tr• - a PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS ,,,1. : . ) :.y"�x' �� .• .4, -� ,, _„ -; - ,,,. ".>- , ,, .. _ _ M,y,r��,.�� ,. O (FROM COLD MILL AND/OR MILLED AC REMOVALS) AND COMPACT TO 90%R.C. T r TC 4 _. J.; ." � , ,,». ;- �y,V,� w!✓� '............. .. ,...-. °- � '" .;' ;';�, 0 JOIN 1/2 k'"`' 'BELOW NEW EDGE OF PAVEMENT(E.P.) TAPER DEPTH - � TOT0"EBEYOND NEW EDGE OF PAVEMENT AS SHOWN PER PLAN. �' ,• ,•a. . '�*� 4'c-3' .ice at` 33.,:y,•�'i:v1` # - W ;.;' .,a...J ,°•�"'-.... ., �. ,.. ,4: :.� .,.,, -.' Z 12 BLANK ,. rrr •1.tS':,cam I"C 1O3 CONSTRUCT PAVEMENT FABRIC, AS SHOWN ON PLAN. REMOVE 9 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, 14 Q WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. BASE COURSE g 3� Crm p OVER COMPACTED NATIVE. m TRQNSCSION O<Z N 9 + 15 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, z PER TA OpIL A m Z N p WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE ON SHEET m 3 c OVER COMPACTED NATIVE. cT o ED v Isn Z 16 REMOVE 6 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, m m 19 WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2—INCH THICK A.C. BASE COURSE -i OVER COMPACTED NATIVE. REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, V WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. BASE COURSE OVER COMPACTED NATIVE. (PLACE A.C. FLUSH WITH ADJACENT MILLED SURFACE) CONSTRUCT VARIABLE DEPTH COURSE ON EXISTING A.C. LAKE STREET 18 OBTAIN PROPOSED ROSSF LLA RADESESHOWN ON SUPERELEVATIONTO DIAGRAM ON SHEET 4. 19 GRADE AS SHOWN ON PLAN AND TYPICAL SECTION. 20 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS(SIMILAR TO CURVE B NOTE 11) AND COMPACT TO 90%RELATIVE COMPACTION. i 0INSTALL TYPE 1-A POLE PER CALTRANS STANDARD PLAN ES-6A WITH ADVANCE FLASHING BEACON PER CALTRANS STANDARD PLANS ES-3C AND ES-4C COMPLETE WITH FLASHING BEACON CONTROL ASSEMBLY AND 150W INCANDESCENT SIGN LIGHTING FIXTURE. INSTALL W5 SIGN (RIGHT OR LEFT PER PLAN) (36" X 36") AND W6 SIGN (40 MPH) (30" X 30") ON TYPE 1-A POLE PER CALTRANS STANDARD PLANS RS1 (RURAL LOCATIONS)AND RS2. 22 INSTALL TYPE II-B METERED SERVICE ENCLOSURE AND FOUNDATION PER CALTRANS STANDARD ES-2B. PANEL SIZE: 100 A- VOLTAGE: 120V- LOAD: 0.25 KVA- 9 g p 9 8 23 INSTALL NO. 3 1/2 (T) TRAFFIC-RATED PULL BOX PER CALTRANS STANDARD ES-8. 1 :sn ya 24 INSTALL 1 1/2" SCHEDULE 40 PVC CONDUIT WITH 2#6 CONDUCTORS AND 1#8 GROUND r� A . HARE. CONDUIT SHALL BE INSTALLED WITH MINIMUM 30 INCHES OF COVER. 'UM °.`SFx'` '+ss'S.S�., i• �h4 t�4S ' ?,;r :T o il STRIPING CONSTRUCTION NOTES n xe- 4r. 1 z AaE{ / •f '• r INSTALL 4•WHITE LANE LINE AND RAISED PAVEMENT MARKERS --1sr�rV�'� �PER DETAIL 12. n '1'} ` (i -% `` fp„t' {,, '��J`V7•'^I' A INSTALL 8•WHITE CHANNEUZING LINE AND RAISED PAVEMENT g ,..A\ 4„ *{r„ .�•S4 y, yx„•l�_h',r. O MARKERS PER DETAIL 38. - N ; 1 - .« _ �R a '� A� � "•ff � 'L�,�tTF j; ❑3 INSTALL 6'WHITE BIKE LANE LINE PER DETAIL 39. c T S h�r�' �'I •v° �2�rt �,,.� �y � ,� � �INSTALL 6'WHITE BIKE LANE INTERSECTON LINE PER DETAIL 39A � z 1 ptx"r,N INSTALL 4"DOUBLE YELLOW MEDIAN ISLAND LINES AND RAISED PAVEMENT MARKERS PER DETAIL 29. EflF7 if "rt • ;v, ,/'r� 4r of 9`' ❑INSTALL TYPE IV(L OR R)ARROW PER CALTRANS •9 1' � 3 yr/il-.e. STANDARD A24A INSTALL TYPE Vl ARROW PER CALTRANS STANDARD A24A. r a"a•� r 3. i »$ , } 1 u�!�G't ,1' Al j" �r'x`L' f ¢.�+ ' O INSTALL 4 PAVEMENT"MAR ER ATWHITEDLINE EACH E DWITH�N(LENGTH PER PLAN)E RAISED I _ t Kr f ✓ r �.: S wi,1 �^ L ,>. ',s. :y`�.�.}E` '^l" .a t ,, y,- .:?'r �t - 1- s y -4 3 m 'rc , �Ff F Q,,' '6'teA , -.i!•7 ^' 3c Q INSTALL 4"DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS, NO PASSING ZONES-TWO DIRECTIONS,PER DETAIL 22. 3 00 INSTALL 4"WHITE RIGHT EDGE UNE PER DETAIL 27B. i 2- aT 9 d U g 10 INSTALL PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD i i -7 Lf1 01 } U mQ PLANS A24D k A24E. \\ of=H INSTALL 4"DOUBLE YELLOW UNES AND RAISED PAVEMENT MARKERS, �i p2 O I 11 NO PASSING ZONES-ONE DIRECTION,PER DETAIL 19 AND PLAN. Y� t p U(0 12 ❑INSTALL 4"DASHED YELLOW CENTERLINE AND RAISED PAVEMENT MARKERS PER DETAIL 6. I 19 13 REMOVE EXISTING CONFUCTING STRIPING BY WET SANDBLASTING. ,o so WITH E TYPE D REFLECTIVE GRAPHIC SCALE / \ I` _ 14 RAISED INSTALL PA MENTT M RKER'YELLOWN C AT E H END. (LENGTH PER PUN) T ` V 18 INSTALL 12"WHITE CROSSWALK OR UMIT UNE PER CALTRANS STANDARD PLAN A24E. ❑INSTALL 6'x6'TRAFFIC SIGNAL LOOP DETECTOR TYPE A,PER CALTRANS I 6 ( IN FEET) L1 STANDARD PLANS ES-5A R ES-5B. i I inch= 40 ft. DATE OF PHOTOGRAPHY: JULY 11, 2000 8 0 �da nderground Service Alerl REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR ° $ COMPLIANCE WITH THE APPROPRIATE ?.: HARRIS do ASSOCIATES UNAUTHORIZED CHANGES: CITY OF LAKE ELSINORE SHEET -� CONDITIONS OF DEVELOPMENT AND/OR - 34 Executive Pork, Suite 110 CAUTION-THE ENGINEER PREPARING THESE PUNS WILL NOT BE CITY AND STATE LAWS AND HAVE BEEN -� `` Irvine, CA 92614 RESPONSIBLE OR LABILE FOR UNAUTHORIZED CHANGES TO THESE Call: TOLL FREE FOUND ACCEPTABLE. PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY 111E STREET REHABILITATION 8 `•� (949) 655-3900 c FAX(949) 655-3995 PREPARER OF THESE PUNS AND THE CITY ENGINEER. m QmmamlTLL6mma Qeeo®Od14Be 1-800 OF+ BENCHMARK OF 12SCALE:1"=40'422-4133 LAKE STREET PH W(7I4)8 -2D"E. EEFMr71AQA_V" Y O'DONNELL _ -/ /JQ a5nnaL �/q�0� SHEETS Epu>en-mn -q-0 eaaton CITY ENGINEER DATE 'RA`NwDA'LL�^G.BERRY R. , ,44642 DATE DATE:JULY 2000 .rpnpamn .mY:rvpamn TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: DRAWN BY: CHECKED BY: FILE NO. I n STREET IMPROVEMENTS CONSTRUCTION NOTES OPROTECT IN PLACE. O2 COLD MILL EXISTING A.C. PAVEMENT, DEPTH VARIES 2-INCH TO ZERO, AS SHOWN ON PLAN. I I COLD MILL EXISTING A.C. PAVEMENT, UNIFORMALLY 2-INCH, PER TYPICAL SECTION PRIOR ci �o I I O TO PERFORMING ANY LOCALIZED A.C. REMOVALS (C.N. 17). m ❑�N=o v 3O CONSTRUCT 2-INCH THICK ASPHALT CONCRETE SURFACE COURSE AS SHOWN ON PLAN, om z o F w LO F} O4 ADJUST MANHOLE FRAME AND COVER TO GRADE. D 9 8 tl o COAL ROAD L? m zZ O�� 9 11 (NO PASSING O ADJUST WATER VALVE FRAME AND COVER TO GRADE. NORTHBOUND) CID I- , .' ,: •�! +•; 's ,, ti:,,' ws ., -. .t _ a.,r. }d.,_ REMOVE - C. /A. ICKNESS fix'• { �'� F x x W s .. O WHICHEVER IS GREATER, AND CONSTRUCT 8R 1/25 NCH THICK A.C. q : V t edb h _ ,,y °u, V ,,:;r ".; :? d•.. trl 'Y'ir. k4� '.ix}'r•d''4. i r �" J.; `�. ^� :CC +,t r A(}r ll ,s a .w.a-.�. �A�t n �i �K'41 t, �?3 «k,�'S`S„' M. ,L�t�•,=. ,� OVER COMPACTED NATIVE. I '$ w„ .q:,F, ^3rYgy� 'i''H xc`.� •q"':, ti' �t,.,:. ��,... i y ,Y.�M.r 'i„',`},.�,.5'.', 'fii k A: \ 4 '?wt. '}.. "y .. ,u,A atY•,5e,.. .t ... : n:•r n-, h.e.:. pvl - ,. w _... ,.,r '` t' " �a, 1 �' I 1 REMOVE 7 1 2 INCH THICK A.C. A.B. OR EXISTING FULL A.C. THICKNESS, ',`... - ..,..:':,• .,"1` ,'• •_ ... �^e`r',,.:;: ,... f` .:.,, r. b�� "a ::, :. �k"r'r r•q.,. ,.�+a.::�. �Sr , O WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. I J OVER COMPACTED NATIVE. 4i 8 CONSTRUCT 1-INCH THICK ASPHALT CONCRETE LEVELING COURSE. ui kr , r' ?.Yv,r-r<• 9 ADJUST TO GRADE BY OTHERS. II:, (/� 1"' 'Ew m 3 13s 10 ADJUST GROUNDWATER MONITORING OBSERVATION WELL COVER TO GRADE. PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS 3 13- (i �- Ay 11 FROM COLD MILL AND OR MILLED AC REMOVALS AND COMPACT TO 90%R.C. r. ...__.. - PTH O S 2 ) PER DE : y ,•r ,,,. re �'.; '� N 1/" NT(E,P.) TA x+ TOT0"EBEYOND NEW EDGE OF PAVE ENTDAS SHOWN ER PLAN. Ld 12 BLANK a t• pia= �' g x k� r CONSTRUCT PAVEMENT FABRIC, AS SHOWN ON PLAN. .. r _ :'� :t•�.i .4 ,, F.� .,: ^4 ,,.,,. •.. .. ., i, ., :;• _ ,. . :'- ,Y'.af;; *;::4'tJ.�. > � "-i r REMOVE 9 1 2-INCH/ THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, 7c. ga ., w,v,; 1w,. „�-,, C,. ,,(w t• �, -, .tz y 14 WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. BASE COURSE z Q OVER COMPACTED NATIVE. OCR 3 ? } } 9 a ?o m a > 9 } 15 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, ; GOO > - NF cJ H x 3 h WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. BASE COURSE aLL LDZU_ b OVER COMPACTED NATIVE. I LL A.C. THICKNESS, Tart 00w_j r-mfr m m m 16 WHICHEVER IREMOVE 6 S2 GREATER,IAND COCK A.C.NSTRUUCT 6 1/2 IINCH A.B. OR EXISTING�THICK A.. BASE COURSE 4 L19 2 r m w m I I 7 5 I I OVER COMPACTED NATIVE. 17 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, O WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. BASE COURSE Z OVER COMPACTED NATIVE. (PLACE A.C. FLUSH WITH ADJACENT MILLED SURFACE) 18 CONSTRUCT VARIABLE DEPTH A.C. BASE COURSE ON EXISTING A.C. TO OBTAIN PROPOSED CROSSFALL GRADES SHOWN ON SUPERELEVATION 7 $ 2 DIAGRAM ON SHEET 4. 19 GRADE AS SHOWN ON PLAN AND TYPICAL SECTION. LAKE STREET 20 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS(SIMILAR TO E NOTE 11) AND COMPACT TO 90%RELATIVE COMPACTION. j w 21 INSTALL TYPE 1-A POLE PER CALTRANS STANDARD PLAN ES-6A WITH ADVANCE FLASHING 1 J,= BEACON PER CALTRANS STANDARD PLANS ES-3C AND ES-4C COMPLETE WITH FLASHING BEACON CONTROL ASSEMBLY AND 150W INCANDESCENT SIGN LIGHTING FIXTURE. INSTALL I I z w W5 SIGN (RIGHT OR LEFT PER PLAN) (36- X 36") AND W6 SIGN (40 MPH) (30- X 30') ON LLI h 7 I I TYPE 1-A POLE PER CALTRANS STANDARD PLANS RSt (RURAL LOCATIONS)AND RS2. 22 INSTALL TYPE II-B METERED SERVICE ENCLOSURE AND FOUNDATION PER CALTRANS H a STANDARD ES-2B. PANEL SIZE: 100 A. VOLTAGE: 120V. LOAD: 0.25 KVA. m 9 I I (NO PASSING o z 9 8 F 23 INSTALL NO. 3 1/2(T) TRAFFIC-RATED PULL BOX PER CALTRANS STANDARD ES-8. {- NORTHBOUND) INSTALL 1 1 2- SCHEDULE 40 PVC CONDUIT WITH 2 CONDUCTORS AND 1 GROUND .� i €. ...,. r ,. -tf.rj ::,. 1:7. ., ,f, ..; ,... •.:ti:. t. �. ,d;,•1 .. ,.s. •,r )i,a:..,:':.:+,.' O x ^r: / i� � :. C7 t �•�,.•"1'.. ,.��.3 .: .r».r. 1w,{w.. .:.._ ,w { //�� ,.,, :rsfi=...•.'t n3"•.ra,..•.N r < .k:, >N, ",...>' .-.. .. *n. .'1• .-. z i<..'Gid rr.:- "... _.. ..,. xx. ., Y n;, ,. N .. .s:V t,. '•' a .. ,a ¢ - Us a: a . , � s .l +w'» ,.. {«a.# cri .s �qTN.-.. s,._ � a � _ ..• .,. .'# �'•_' - $ �an ,»x,. WIRE. CONDUIT SHALL BE INSTALLED WITH MINIMUM 30 INCHES OF COVER. .a .�....T.. TdTM 1M.. ,.h ... �: ¢"..MF.. ..t�, rx w, , : ,�« .§ , '. ,'f,a 'k,7•. 0 ryY. ,�i„".. ..1.,:. ,.en'�.xk: s: a.o1,. �., .. >,ew.., > ^:., f....,,•.*., ,:y,a,,. ..x " r �, z ,r. , ... v. ,7cK.,2 8 ....,f,:_, x: ". ....-.3. n+.-,.:: a„ :: ..» ,:. wds•' _Jfc; fi' ¢ t; �. ^} .��,(- .;.. w a .,r F„ .� .. .' .. � ," •a ..,.. .. k...,,a.,�t-4rr,.. _ ... .x"T, ..- ,. .: ;. w r:. 'I�' .r,., ...... y;`,. ._ ,.k«,�. .� a x.. .n... .r r.r. ... '•: r'z...a..as.,,�-.,..w .5. ..'+.t"�` �^ •.'� 1 , ,,fir. .r .. �`�.,. � ?�c L. W .*4 I, .id,� .,r ,.X• A,+.i- .; _ > S, Y. x ,.. ,.. r �. � .., ..¢: f! .t"x}. 4'L1k �" %* �L'', ,+ {. ,. .: Sr. .. �., >.x., ,rro .... v�^3 a;. .,�i'... w .� "n. r "* ,•4. ,'i �_ .>m5��a's,:,uk•• w _ ,.tr ,.y rt •,.,.•+.ice.. � NN �: c= ,.,er,; '�, _ F r ��H. A ,.- t: '_2'` ..�'� ...:.. ,c�' .. .),. ..x' ,>> ..,.: .cr :. � nt', k°•, r . M-T. .,. >.F -ar 1. _c • ,:,;'<r r.S. t. .;-H.i... 4�•. ,��' .,? .> .> �:1 ...« .¢,...�,, ..�. .. y .^s.-. •. � . . ... •,;:.. ,.>,: .. �.. ,t.' .-„S .3 ,t..: _ �wT+a 1. e ,. '} tx.vC 3:. . r„ "...0 ",.�...... ,«A i A". ):.. .. - .,,�. :, � a ,,-�,.�.. >t:. � .� ,:� .�� �_ v� ON NOTES ; � .r _... �,_ ,�; . ,._�.� - STRIPING CONSTRUCTI W INSTALL 4'WHITE LANE LINE AND RAISED PAVEMENT MARKERS PER DETAIL 12. ' - _ ❑ ZING LINE AND RAISED PAVEMENT E -.W MARKERS PER DETAIL 38. r rn .� ".:,,', a�tasz:a :"•xezr-a�;._.,._,..i.._ rn _ a 3 13 !'�-�` ..,.. ....,_. _...-.. . ,:«....,«. ,;. r. k. c STALL 6 WHITE BIKE LANE UNE PER DETAIL 39. Y _ 3 ':" ' ', ........:,„.>.•ate «. -. ",,�•, a .i -• - �.:,-A` 5 INSTALL 6'WHITE BIKE LANE INTERSECTION UNE PER DETAIL 39A. - �+e]„`.,- ...,.: _.. - ^.,..Wc.s?«., am•n •awM*a .&.. .. -:,•,y¢,i', ..„rr;,. Y :J - LAND LINES AND RAISED y +I ii ❑ .a!`ir:•.ii' .: .. -,.. : ..- �,,._." .- ,..•.:...a,• ,.:" N. ° ` • ....`�Wt'n' ti ,^.7 i y T '-.Wyk W 'r'„a u: \-pa1Y17%`, - s.a 4 INSTALL 4'DOUBLE YELLOW MEDIAN IS ... ,s .•k 'b,: t"e¢-' J( !y�.. � �,p� -"*&.:;,� ,., .,... ,•e� .J'� •' ,;,. ,,,,yam}.J)�'" ,, �d"6'�•. S'�.x , ie, ❑PAVEMENT MARKERS PER DETAIL 29. ..:7;K' -A. re1:'v .d^' ;' .,s.:..,-, .y...r. p'k,.,, u( s ,J'a •",,, ^:3... � : INSTALL TYPE IV(L OR R)ARROW PER CALTRANS x 'I STANDARD A24A. ...1 ', .•er •" �' �.�,._ '>< ..:� '. 4=r6° Y.� : as�'•�. i 7 , 1 „i;p .1r*�g1 ❑ I s��. rµELT y... .,'` ^c �. ��t T; ,. , n ', � _ -., ;. k S ;rs,. $ ✓ y M „L,._.,. P R CALTRANS STANDARD A24A. t�!y' ::,,,,. 'r-rtl�Kca 7• My J t a6;d' ,} ¢ W., cT,* ❑6 INSTALL TYPE VI ARROW E s+' _ ♦.. r �"1K.w. :�_ :. ... :.. +„'' uF.y,. " r.`.,c "�'k� r.7 .: i.w3�,..C.,t Z RAISED INSTALL 4'WHITE AT EAC t EN ONE TYPE G REFLECTIVE «'"` 'fl-J v.' '.' ? . ^. Y�� :. .. .'^-v' • ,: ... ', ' >: ':.. _ - - 7 PAVEMENT MARKER AT EACH END. (LENGTH PER PLAN) .eah;'!¢m7"'= "�'1... '1- k',i. i°,�'.+.u: fi .faadxa �. _...._.. •. ._, - .� m,- J .. ,_, „r, ,d`.- ,,,.�, .,+ .. ,, ,,,,.,»,. ;_- , `..,;,_-, >.-•--r,..�_-.---- .. -- - ❑INSTALL 4'DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS, >s ,.. ;pa 'k4 to�,;::'N•.¢, . ,• .. ...:». ., "«.. _y-.-. -..;.- „»'�"'- ..yrt*-„Z ''6 - IR CTIONS PER DETAIL 22. _ NO PASSING ZONES TWO D E �U .y x :• ,pT;., 'n'1" :''_aw._`Z,"e:m�, ,N, "•x _ ,.a � .rq` ..., »,41ysm`r< w`�...R= '.kkw.S�"a_' _.r. s � .... « • ..... t-Yr+.',^w', .n„'*"- ..: �,#'7 � ,-�'•..'S. n Q r INSTALL 4'WHITE RIGHT EDGE UNE PER DETAIL 278. Q ❑INSTALL PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD N } 9 9 a 10 PLANS A24D @ A24E. 'I x F- �- ❑INSTALL 4'DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS. F- 11 NO PASSING ZONES-ONE DIRECTION,PER DETAIL 19 AND PLAN. 7 I I 4D 12 INSTALL 4'DASHED YELLOW CENTERLINE AND RAISED PAVEMENT MARKERS PER DETAIL 6. REMOVE GRAPHIC SCALE 7 7 I I 13 NSTALL 4"YnELL OWOL FF DLNE W1THSTRIPING ONE TYPED REFLECTIVE SANDBLASTING. LL�� 14 RAISED PAVEMENT MARKER AT EACH END. (LENGTH PER PLAN) ,e!• -,n 15 INSTALL 12'STA DARD PLAN A 4ECROSSWALK OR UNIT UNE PER CALTRANS ( IN FEET) ❑INSTALL 6'x6'TRAFFIC SIGNAL LOOP DETECTOR TYPE A,PER CALTRANS t inch = 40 (l. L7 STANDARD PLANS ES-5A k ES-5B. DATE OF PHOTOGRAPHY: JULY 11, 2000 } nderground Service Aler REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR HARRIS & ASSOCIATES UNAUTHORIZED CHANGES: COMPLIANCE WITH THE APPROPRIATE �' CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR 34 Executive Park,Suite 150 CAUTION-THE ENGINEER PREPARING THESE PLANS WILL NOT BE I CITY AND STATE LAWS AND HAVE BEEN Irvine,CA 92614 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE , _ Call: TOLL FREE FOUND ACCEPTABLE. yG PLANS.ALL CHANCES TO THESE PLANS MUST BE APPROVED BY THE STREET REHABILITATION 9 OB6R04 x'l 60®0 B�©®AC760d148A (949)655-3900 o FAX (949) 655-3995 PREPARER OF THESE PLANS AND THE CITY ENGINEER. -800 + BENCHMARK OF 1 OF 12 s MaNLwaFwcaTHxABaLRaraawraFxcrEee+cReRoaxTnx 422-4133 �� �I lf+�ae(�1 -zz-ol SCALE:1"=ao'- LAKE STREET SHEETS o' 20.32WALNUr AYE.eU11EEJUSTN,Ue2TM YIY n NNELL DATE FILE NO, :wwN.y,:n:mnm.cgPt .o,,,, TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER DATE:JULY 2000 DESIGNED aY: DRAWN BY: cHECKEo Br: RANDALL G.BERRY R.C.E. 4642 DATE ' I i STREET IMPROVEMENTS CONSTRUCTION NOTES D PROTECT IN PLACE. OCOLD MILL EXISTING A.C. PAVEMENT, DEPTH VARIES 2-INCH TO ZERO, AS SHOWN ON PLAN. _ I I 7 7 7 I I O COLD MILL EXISTING A.C. PAVEMENT, UNIFORMALLY 2-INCH, PER TYPICAL SECTION PRIOR z O O TO PERFORMING ANY LOCALIZED A.C. REMOVALS(C.N. 17). z .. c O CONSTRUCT 2-INCH THICK ASPHALT CONCRETE SURFACE COURSE AS SHOWN ON PLAN. a 9 B El' OL= Go x x 8 O ADJUST MANHOLE FRAME AND COVER TO GRADE. H 0 z z W 00 - N (r aD W m ?cn O N (D GD LL O5 ADJUST WATER VALVE FRAME AND COVER TO GRADE. REMOVE 10 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, r A - r O WHICHEVER IS GREATER. AND CONSTRUCT 8 1/2-INCH THICK A.C. ,. a w ,. OVER COMPACTED NATIVE. ,j, gwsrtt `$".• - `r,v. ',` ,. " :- ;N.ae ,`,_.„ T:"' # .�+t "t-., r ,r, — C ,. .., _. , ....,: _ ,, ,,. � ��•�,_`�*.." '�",`e«;« ,..:' Y" 'w';�.: < A.,,: J .:;„„° REMOVE 7 i/2 INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, O WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2—INCH THICK A.C. f OVER COMPACTED NATIVE. Lb 77" 11J „' , ,a.,,;, .,° RJ W O8 CONSTRUCT 1-INCH THICK ASPHALT CONCRETE LEVELING COURSE. O N �N 9 ADJUST TO GRADE BY OTHERS. 150� - 3 13 ADJUST GROUNDWATER MONITORING OBSERVATION WELL COVER TO GRADE. r � Amon ^ ., ,:. - 4 ' '.Ay*,da «,,..bl: "°•,» m ,8, -vyr,, '. ,'*" 441aA a.+" . PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS •' y' �„...�• 8 (FROM COLD MILL AND/OR MILLED AC REMOVALS) AND COMPACT TO 90X R.C. SET DEPTH TO JOIN 1/2" BELOW NEW EDGE OF PAVEMENT(E.P.) TAPER DEPTH w ix r 8 I ')1 u t � 1 TO 0" BEYOND NEW EDGE OF PAVEMENT AS SHOWN PER PLAN. „: Affi Z ... . "t' � •,. x=pt ,".� 's„• ... ,.1 ,°-.' s.Fa '' �eypF:�-; - Z 12 BLANK J '7 _j 7 1 CONSTRUCT PAVEMENT FABRIC, A U SHOWN ON PLAN. U R REMOVE 9 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, a WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. BASE COURSE Q N TC) OVER COMPACTED NATIVE.(NO PASSING II 93 SOUTHBOUND) ❑ r 15 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS,r WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE OVER COMPACTED NATIVE. Q 9 Z m 16 REMOVE 6 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, ; I I 5 - WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE LU I I OVER COMPACTED NATIVE. In 17 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, O WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. BASE COURSE 2 OVER COMPACTED NATIVE. (PLACE A.C. FLUSH WITH ADJACENT MILLED SURFACE) ��++ 18 CONSTRUCT VARIABLE DEPTH A.C. BASE COURSE ON EXISTING A.C. TO CURVE fIliII OBTAIN O SSEETCROSSFALL GRADES SHOWN ON SUPERELEVATION aGRADE AS SHOWN ON PLAN AND TYPICAL SECTION. STREET LAKE �, _ ABLE DEPTH AGGREGATE BASE OR ASPHALT 0 NOTE PLACE 11) AIND COMPACT TO 90%RELATIVE COMP CTION,CONCRETE GRINDINGS(SIMILAR TO _ I (n m ao m I+ *Ln-n _ 21 INSTALL TYPE 1-A POLE PER CALTRANS STANDARD PLAN ES-6A WITH ADVANCE FLASHING m n p N°�r y BEACON PER CALTRANS STANDARD PLANS ES-3C AND ES-4C COMPLETE WITH FLASHING �mw p <v�-4+ -+� BEACON CONTROL ASSEMBLY AND 150W INCANDESCENT SIGN LIGHTING FIXTURE. INSTALL II 7 7 zmM pprr�' cn�cc W5 SIGN (RIGHT OR LEFT PER PLAN) (36" X 36") AND W6 SIGN (40 MPH) (30" X 30") ON z O<Z+ Z r-00 m O m I I TYPE 1-A POLE PER.CALTRANS STANDARD PLANS RS1 (RURAL LOCATIONS) AND RS2. p _n - �10 mm ai>r7 Z A W. CID ac oc rn 22 INSTALL TYPE II-B METERED SERVICE ENCLOSURE AND FOUNDATION PER CALTRANS } �9 uLL zm O p z r STANDARD ES-28. PANEL SIZE: 100 A. VOLTAGE: 120V. LOAD: 0.25 KVA. ~ 8 9 B I I (NO PASSING x ro Z " z m OD4 23 INSTALL NO. 3 1/2 (T) TRAFFIC-RATED PULL BOX PER CALTRANS STANDARD ES-8. _ -Do SOUTHBOUND) LO O m _ z �j T 9 INSTALL i 1/2" SCHEDULE 40 PVC CONDUIT WITH 2/'6 CONDUCTORS AND 1#8 GROUND B: _ s-�;� ,�•> r. � ,, ; r •�a- ,�•� � a�,x,;+, �:"I � WIRE. CONDUIT SHALL BE INSTALLED WITH MINIMUM 30 INCHES OF COVER. s :., i - 4a.,,".;'} ,:,. fir. ♦--. ..,�, ..«�,x„ .�:,. F' '�" �$ s }`;'' t. ' "S'Y c I - lJ.l ,.. > _... ;: .. ::� .., ...� f �A es s '�, - +[+. ..-:.� li-. ♦"' w,: - x ,8.t. �� Ye.t i'S` +F-F SL.,+ v".. , ;... 0 r ... ..�' CONSTRUCTION NOTES STRIPING LANE UN AN E D RAISED PAVEMENT MARKERS ',q+..*- �« w _' ;.��:> ,.:x:• ..>.,..., .. � � a'te �PER DETAIL 12. - w. , - ,� „�,� ,`� - r ^•+� .a_: - ` ;, ,y#. ,y< .. ,.L,., ,.a*t .N� INSTALL 6"WHITE CHAN NEUZING LINE AND RAISED PAVEMENT ,MARKERS PER DETAIL 36. N p b N' ,. (rl � ❑3 INSTALL fi'WHITE BIKE LANE LINE PER DETAIL 39. ti 3 13 * -o _ i 15D' - 3 W Oa INSTALL 6'WHITE BIKE LANE INTERSECTION LINE PER DETAIL 39A, k"`: O INSTALL "M OR LE YELLOW MEDIAN ISLAND UNES AND RAISED tp PER IL 29. INSTALL TYPE IV(L R R ARROW PER CALTRANS STANDARD A2 A. "Ail 4 ..v W „i 4' ,^..�µ•Y.,!! ;. ..:-:. ',„ ,.,.,.,C, ,A-ay m✓yd`3=+J"'"A.W. ,.n ' _ i �!�_ -'9. .'.> '14 ,£. '- a INSTALL TYPE VI ARROW PER CALTRANS STANDARD A24A. .,.,a�C z ,.:�: <! ,.,,..�. �«, ,. ,+y. _ .. _, r:7:�r?, .. .:r` ...: _ „„.,.,. .. .;,.. ,. ,: :;....�c •_,.r. t� ^.^>w:,:,*- be !' 8 ,�� .. aE:ls}.,p J ;-„,n .,,..:.-.. ,+. +$. - ,„ ..--,,..- - - -• .. ,v+�+°, ❑INSTALL 4'WHITE LEADLINEEACH WITH ONE TYPE G REFLECTIVE RAISED .... ,--. ✓ .y,,. .. -..... zC: ,...........- ,=,Y. ..r'; -_ - �4a-- zc a�,+.� +k --,f PAVEMENT MARKER AT EACH END. (LENGTH PER PLAN) , - lAI31 ..::.,.;'xs.a,v a-:R a ..--, .. fi .Y.a„x ...... „y,+ ?i,. - INSTALL 4'DOUBLE YELLOW N ;•'"" (� -:„ �;..'.. P, '-a:L, - ,t:.e^ .atk,-.. ._ > .:.-.. ..,- '..,... ..-. '�^. '... - LIES AND RAISED PAVEMENT MARKERS. ...,,,. - ,,. ..;a ,-a i .„-„ :, s 1� ;..--y r '^ £uwR«wN»w.'�z...- ,«. ...,... xia'^Ye. ;.�,�f�. � 8 .*:..� -,r„ y.' ,`�.. e� �', A°".'-*�..r?` , . _ �NO PASSING ZONES-TWO DIRECTIONS,PER DETAIL 22. - _ / a INSTALL 4'WHITE RIGHT EDGE LINE PER DETAIL 27B. 9 } COMMERCIAL d'�j U / TO INSTALL PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD N r} PLANS A24D k A24E. 1 N ¢ W 9ENTRANCE , 1- z ] (- Z c0 t1 INSTALL 4'DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS, '0 O 4 K W CD NO PASSING ZONES-ONE DIRECTION,PER DETAIL 19 AND PLAN. I I I I 111 LU LU U LI12 lil DO 72 INSTALL 4'MARKERS PER DETAIL DASHED YEL OW CENTERLINE AND RAISED PAVEMENT I z � I I 2 2 11 13 REMOVE EXISTING CONFLICTING STRIPING BY WET SANDBLASTING. GRAPHIC SCALE U) to W 14 RAISED PAVEMENT MARKER NAT EACH END. (LENGTH PER PLAN) INSTALL4*YELLOW I h 2 15 INSTALL 12-WHITE CROSSWALK OR UMIT LINE PER CALTRANS STANDARD PLAN A24E. INSTALL 6'x6'TRAFFIC SIGNAL LOOP DETECTOR TYPE A,PER CALTRANS ( IN FEET) Lt STANDARD PLANS ES-5A k ES-58. 1 inch= 40 1t. ,- DATE OF PHOTOGRAPHY: JULY 11, 2000 s Q�a nderground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR RABBIS & ASSOCIATES UNAUTHORIZED CHANGES: COMPLIANCE WITH THE APPROPRIATE CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR - 34 Executive Park,Suife 15D - CAUTION-11IE ENGINEER PREPARING IN.PLANS WILL NOT BE CITY AND STATE LAWS AND HAVE BEEN Irvine,CA 92614 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANCES TO THESE STREET REHABILITATION 1 x PLANS ALL CHANCES TO THESE PLANS MUST BE APPROVED BY THE Call: TOLL FREE FOUND ACCEPTABLE. (949)655-3900 C FAX(949)655-3995 PREP—aF TM�PLANS AND THE CITY ENGINEER. Wean&6e®o ® doommaavae 1-800 SCALE:1"=40'± ENCHMARK LAKETREET OF 12 �I ADdNMVPPC,oRnloe.ABau Ralroaunn,D1GPFBiNCPFPA0a1C1pN 422-4133 a..._ l� ems,--��/� i- 0/ SHEETS a a9WALNUTAW.6UNEE,TUSTW.CAax/as Y O'DONNELL DATE 2�✓�0�-0�� Q,e>''�I;a- /�9�p/ [FILE NO. n Ep14)aaa-xon FAXpulaax-eon DATE:JULY 2000 - ww4p,rpamn Mu1:tJ"upFpr/nFpF.mm TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER RANDALL G.BERRY R.C. .44642 DATE I 26' TRANSITION STREET IMPROVEMENTS CONSTRUCTION NOTES VARY A-C. SURFACE COURSE FROM 2" TO 3" DEPTN Ot PROTECT IN PLACE. 11 2 7 7 I I 7 8 I I 7 I I 2 COLD MILL EXISTING A.C. PAVEMENT, DEPTH VARIES 2-INCH TO ZERO, AS R O SHOWN ON PLAN. COLD MILL a1" OO nTO PERFORMINGANY LOCALI EDEA C. REIMOVALS (C N.FORMALLY I17), PER TYPICAL SECTION PRIOR s N N7 t Z r O3 CONSTRUCT 2-INCH THICK ASPHALT CONCRETE SURFACE COURSE AS SHOWN ON PLAN. H >_ " F Z U_ x H O4 ADJUST MANHOLE FRAME AND COVER TO GRADE. F- x K'1 II _ IL 02 L O N g O ADJUST WATER VALVE FRAME AND COVER TO GRADE. .' '` ' -�w'•, e -• +' °pt'- �' = ?`' s' REMOVE 10 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, F ar, ,^,- � ,±:: ^ i R•. *.d � ,. u A 7?'-.' � � r'r R Y�„� 'T� r:, J� O WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. , .V. „ d ;1' 1 -• a w `. T srb OVER COMPACTED NATIVE. W1i h .`.;i" . . W z,., a,.-r-r a - THICKNESS, *""4 � O Z REMOVE 7 1/2 INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THI SS ,.. ;. - '.:.' '• ,. '.,. ,,- „.,._,.,, :, •:...,3. .,X:m..;. _ ....,+...,:.._..:.. _. M•+rp} O WHICHEVER IS GREATER. AND CONSTRUCT 7 1/2-INCH THICK A.C. t y tR FCtr= Lu rl" .:¢�a n ?Jf. / � - ,� ,� ,, •. . .. r ,y?I.:� �.,,�. �: � > +-=� - OVER COMPACTED NATIVE. 03 CONSTRUCT 1-INCH THICK ASPHALT CONCRETE LEVELING COURSE. W N --- W r -- _ (n ADJUST TO GRADE BY OTHERS. to N-_ 3 13 m- •v•-. y wsw 10 ADJUST GROUNDWATER MONITORING OBSERVATION WELL COVER TO GRADE. - - -- - ... + , � tG I - -al "-------1�c.__- •-�-_--- -'�- „ "�... M a _. � 11 PLACE VARIABLE DEPTH AGGREGATE BASE OP ASPHALT CONCRETE GRINDINGS cli ,,stingy*.' ,. ,�,a-,Ma,,��, ,-{ , , -... -. a ,: .,.., W: ,.,,' ,..a,.•, ._ e:. .,^'•, ,wi'._y'.":, .. ;'..., ,.,k ,,_,.,.. ..,w, _.�•; „tr... _i O (FROM COLD MILL AND/OR MILLED AC REMOVALS) AND COMPACT TO 90X R.C. TO 0" BEYOND NEW EDGE OF PAVEMENT AS SHOWN PER PLAN. ,2�.t ✓*,4.. r. F�•.Z(r �-'�/ ,-,yi,.};, +.^.��.. .13�. �t�VbtiC` �r "t. r Y "� _ � .h 9i W's WGF ) 'fi «, t �», :' ., '-,,, ,. .. T'. .. t« .,•:e -,."'+k-T ..� - w� „§4 - '+ 12 BLANK I 1 I�X q ::st: � -�. � ,,.;..�., ,.- ,....e ,.. .-, $o , y .. tt�•1»'��s�,r~.,,aT 6 LL.(! �a ,+� » •: i "s8* pp{ ti� J iT A•f.5(< 1 "{L#•, .. .t 1:^'', - ,it^, ,p, A < .. . IS CONSTRUCT PAVEMENT FABRIC AS SHOWN ON PLAN. "., ,.: :,.,. n,,:. rn �. .....; ,;- , ,� #.. (•. yx , _:,. ,L',, .. �, 3 ,•: ..- , ,: g.;v a;?'sr. 4r° REMOVE 9 1/2-INCH THICK A.C. A.B. OR EXISTING FULL A.C. THICKNESS 1� .... ,x. - S -.+A Y , 1 e V. ..-'s._ P.:. -.[?+,�5 e�.. _ `r' Cf' .t,.;y.Y.n �} ','5:.. IS CONSTRUCT" " WHICHEVER GREATER, AND C TRUCT 7 1/2-INCH THICK A.C. BASE COURSE a Q z w 0 OVER COMPACTED NATIVE. s Ow W dZ O O 9 (p_ OLL a x U_ } } g S 15 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS,LL s F- + DO Z j p F in M z o ~ F- O WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE + m + ,w z O +r,z OVER COMPACTED NATIVE. VWJ in UDWO O O Z +I -GO w R =m w REMOVE 6 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, 16 WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE ^ II II 7 II II OVER COMPACTED NATIVE. 17 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. BASE COURSE OVER COMPACTED NATIVE. (PLACE A.C. FLUSH WITH ADJACENT MILLED SURFACE) 18 CONSTRUCT VARIABLE DEPTH A.C. BASE COURSE ON EXISTING A.C. TO 9 3 OBTAIN PROPOSED CROSSFALL GRADES SHOWN ON SUPERELEVATION DIAGRAM ON SHEET 4. J cf 19 GRADE AS SHOWN ON PLAN AND TYPICAL SECTION. LAKE W STREET 20 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS (SIMILAR TO oe oe LU NOTE 11) AND COMPACT TO 90X RELATIVE COMPACTION. 43 W �L Yam 21 INSTALL TYPE i-A POLE PER CALTRANS STANDARD PLAN ES-6A WITH ADVANCE FLASHING � . BEACON PER CALTRANS STANDARD PLANS ES-3C AND ES-4C COMPLETE WITH FLASHING 11 7 Win BEACON BEACON CONTROL ASSEMBLY AND 150W INCANDESCENT SIGN LIGHTING FIXTURE. INSTALL N W5 SIGN (RIGHT OR LEFT PER PLAN) (36" X 36") AND W6 SIGN (40 MPH) (30" X 30") ON Co TYPE 1-A POLE PER CALTRANS STANDARD PLANS RS1 (RURAL LOCATIONS) AND RS2. + h to 22 INSTALL TYPE II-B METERED SERVICE ENCLOSURE AND FOUNDATION PER CALTRANS LL STANDARD ES-2B. PANEL SIZE: 100 A VOLTAGE: 1= LOAD: 0.25 KVA. wN¢ 20'TRANSI7ION �� 11 110 p g x VARY A.C.SURFACE COl1RSEZ LNi_ V� 23 g INSTALL NO. 3 1/2 (T) TRAFFIC-RATED PULL BOX PER CALTRANS STANDARD ES-8. FROM 3"170 2"DEPTH w LL - w.+,.>' ,. . ...�, ,<; s. ..:, +•, ,: ^. qi.. .;. str .� "' z^,1 ,.x,.. .,,,,.,Sa; ,. ,i._. 24INSTALL 1 1/2" SCHEDULE 40 PVC CONDUIT WITH 2#8 CONDUCTORS AND 1#8 GROUND 4. :w..-.# .„,.. ,. ,._ .,.. , .t.:'1.,, a . '.3 Y ��a-, 3:.qt. F ,.:.,,'TL,°+t:st� ,,,. r. '�s �*•`",4asIM> ti:.. t•. s..,y k WIRE. CONDUIT SHALL BE INSTALLED WITH MINIMUM 30 INCHES OF COVER. ' - i :,. ','�d :., .... ;, '�H,. r,. --„1� - 1 .wry?.. �' •a °'# A': � t it ,al. r.-: �` .w,�.,My. r ,,.t a. *: �a4.��'n �I. „,• .<t; '''`.} ,a� F: � 3 �> 8 t. .fJ., t. a i r i+�,4°4i w' , , .'.. ` '"I •��`* .... y STRIPING CONSTRUCTION NO TES & " ❑ N T MARKERS LIJ PER DETAIL INSTALL 6"WHITE CHANNELIZING LINE AND RAISED PAVEMENT uj _ 2 MARKERS PER D .DETAIL 38 ,. _7�_ �� "`• }i"^+t s ❑3 INSTALL 6'WHITE BIKE LANE LINE PER DETAIL 39. STALL WHITE BIKE LANE INTERSECTION UNE PER DETAIL 39A. -, N-mil 7 r -- N- O IN 6' I Cw W_.. LAND LINES AND RAISED -...4'47'^ _ , w' x,,,,?i+,A''..c.�'."n,F:;t:'+"i'• TT'" ,.,v"w...s _ ':.. M +i r,•_T, ..� L�,_ y� 3 14 1� W_-.,.-� (/I, PAVEMENT MARKERS PER O ETAILI 29.IS ,�' 'u "+" - �-- :m `:U_ T r 1�: J�-'� i:t,'•� - m INSTALL TYPE 4IV(L OR R)ARROW PER CALTRANS H y'• „ lot 1 r-,I1 STANDARD A2A. i .-..- � INSTALL TYPE VI ARROW PER CALTRANS STANDARD A24A. , T'M ' ff,.' n ' 'y .•• ' *t. ,,+d " ,��"w, .--.ff� INSTALL 4'WHITE LEADUNE WITH ONE TYPE G REFLECTIVE RAISED ..J 1"1: .., ',+i',. i" K^•:,:-r'.1!4eri,.: 'q ,. Y 'cR't 4+'Ef' },.. ' ., ' �- ;+-.�,-., a� �PAVEMENT MARKER AT EACH END R(LENGTH P PLAN) .'tf INSTALL 4"DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS,NO PASSING ZONES-TWO DIRECTIONS,PER DETAIL 22. n.;j(.",' a',.•. '--'�,'1•` •. :... ,,..«,' „.� '.. '..',. r .a f„s'1 x .,.,,%.,,r''"_ t� U ,c, , "Y� Q nl$1TION �9 INSTALL 4'WHITE RIGHT EDGE UNE PER DETAIL 27B. , g PER DETAIL A cl g N ❑INSTALL PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD I ON SHEET 3 a:N¢ TD PLANS A24D&A24E INSTALL 4"DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS, o O I - tT NO PASSING ZONES-ONE DIRECTION,PER DETAIL 19 AND PLAN. 01(0,9 12 INSTALL 4"DASHED YELLOW CENTERLINE AND RAISED PAVEMENT 1 MARKERS PER DETAIL 6. 13 REMOVE EXISTING CONFLICTING STRIPING BY WET SANDBLASTING. INSTALL 4'YELLOW LEADUNE WITH ONE TYPE D REFLECTIVE GRAPHIC SCALE 3 6 T4 RAISED PAVEMENT MARKER AT EACH END. (LENGTH PER.PLAN) 16 INSTALL 12"WHITE CROSSWALK OR UNIT UNE PER CALTRANS STANDARD PLAN A24E. L1 INSTALL 6'x6'TRAFFIC SIGNAL LOOP DETECTOR TYPE A,PER CALTRANS STANDARD PLANS ES-5A&ES-58. ( 1N FEET) t inc!_- - 40 it. DATE OF PHOTOGRAPHY: JULY 11, 2000 1011111 Jnderground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR T HARRIS & ASSOCIATES UNAUTHORIZED CHANGES: COMPLIANCE WITH THE APPROPRIATE •� CITY OF LAKE ELSINORE SHEET - CONDITIONS OF DEVELOPMENT AND/OR 34 EX*,U,N.Park, SUQe 150 CAUTION-THE ENGINEER PREPARING THESE PLANS WILL NOT BE - CITY AND STATE LAWS AND HAVE BEEN ,-3 ; Irvine,CA 92614 RESPONSIBLE E LIABLE FOR UNAUTHORIZED CHANGES TO THESE 1:4_ Call: TOLL FREE FOUND ACCEPTABLE. " PREPAARER OFF THHEff5�T5 µ PTHESGTY ENGINEER. APPROVED BY THE STREET REHABILITATION g01MOG14 a'l 66Imo BB QA®M®OCI469 (949)655-3900 O FAX(949)655-3995 OF. 1-800 + BENCHMARK OFI2 Arnwluevxc,aRncs,AMMOaIMITDIGINEmw(IFBm-noN 422-4133 ('Pas 0Llrp,,�.e�11 /-La-off /J/J SCALE: LAKE STREET SHEETS 2C12WALNUTAVE.BIRIEE.TUFMCARM A2�NNELL DATE lQwr�O(I.X�C :I�"'I /1910/ FILE NO. c PHONE RI4)M20n FAX(r14)8=-20n DATE:DULY 2000 wwrynrpacan •mY:,pnp.Cw p._ TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY• DRAWN BY: CHECKED BY: CITY ENGINEER RANDALL G.BERRY R.C. 44642 DATE I I 300'TRANSITION STREET IMPROVEMENTS CONSTRUCTION NOTES R (STRIPING LANE DROP) O1 PROTECT IN PLACE. 9 8 I I 5 5 4 O COLD MILL EXISTING A.C. PAVEMENT, DEPTH VARIES 2-INCH TO ZERO, AS g'o ❑ SHOWN MILL PLAN. < I` COLD MILL EXISTING A.C. PAVEMENT, UNIFORMALLY 2-INCH, PER TYPICAL SECTION PRIOR END 8 z a• O TO PERFORMING ANY LOCALIZED A.C. REMOVALS (C.N. 17). BEGIN ❑4 v? F v _ O3 CONSTRUCT 2-INCH THICK ASPHALT CONCRETE SURFACE COURSE AS SHOWN ON PLAN. a > > w m 4 LL CID 8 3 9 2 5 O4 ADJUST MANHOLE FRAME AND COVER TO GRADE. J. _- ..-_.,� _, y. . _ F.�, r - _ 5 ADJUST WATER VALVE FRAME AND COVER TO GRADE. W } ,,:._,,,.., ..,,, >.,,,;,, x< .::,...., REMOVE 10 1/2—INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, W g 8 �{ '; b v c t -'.' a'R`, �- e �' :,! ..+.. w�•s -. _ 5 WHICHEVER IS GREATER, AND CONSTRUCTS 1/2-INCH THICK A.C. , SUL OVER COMPACTED NATIVE. £a+..hs: 1+.:'.±,.._ ry*vn"..,. x° er''-'s'.',:_ ,�. �'+E'' sw. "a •�n:4 N'�s'#. ,..ry `N..yam .` ?•�;?'.c4.,.=L _ .- 7 1/2-INCA.C. /A.B. THICKNESS, W .?,,aVt% �F:rv`:�',"rs',. "„ .'... ".... 1§M:.✓ LL.- cV r. �v _ -m-_.•_..,......9 OO WHICHEVER IS GREATER, AND CONSTRUCT?EXISTING FULL A.C. W i fr _. w OVER 170' + 3 6 W O8 CONSTRUCT tc NDCH THICK ASPHALT CONCRETE LEVELING COURSE. _,. N o M 3 o _ _ z _ — 1 In 3 14 --^::. -,----- -- --- F,,�.�, - g - ADJUST TO GRADE BY OTHERS. .. +I rn _i 3 's ' W f to -'."�. 5O' Oy y[V 1 O a mela^vi s 1 - ---_� '^"•' --, / _ � � ��t,� ,— - '�''"+- �`-, ��• '- '. 4 �,,,,,r 3 6'., O - �0 � 10 ADJUST GROUNDWATER MONITORING OBSERVATION WELL COVER TO GRADE. •'""='" :'L = - "�" -rv. +s `'"" --�'Y... .,,, ':''.* i '``��" '' "' i® 'x �..r "- - - 1 -j PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS s "` - .-. - �> - F :.z �'fi, •-ar-<- - COLD MILL AND OR MILLED AC REMOVALS AND COMPACT TO 90%R.C. (FROM / ) _ - -.:. a&Y:.. ,..:- _: -- ,� " .;;;�T3v.a- .,*,•i. .,.. ,:-, a.� ; - s,. ,a.> 4 *,.,., :.. .._ TAPER DEPTH ,.+F ., SE DEPTH TO JOIN 1/2" BELOW NEW EDGE OF PAVEMENT(E.P.) T W ''` ` ; ; 1'- '. °A TO 0" BEYOND NEW EDGE OF PAVEMENT AS SHOWN PER PLAN. ZY�' '.: ' of `¢. + �'sr� c�.'€1 'a �, Z , BLANK IS affi U 13 CONSTRUCT PAVEMENT FABRIC, AS SHOWN ON PLAN. iH ..5 ,.a� .. _. Q Q REMOVE 9 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, 14 WHICHEVER IS GREATER, AND CONSTRUCT 7 1/2-INCH THICK A.C. BASE COURSE — I MOUNTAIN 10 = OVER COMPACTED NATIVE. ? STREET z W - "I J w oa' 15 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, F. GO I- x w>- WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE - a q cD w 2~ OVER COMPACTED NATIVE. s 30' TRANSITION GD o -j AIL A ° J q 16 REMOVE 6 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, PER DIET I I I I I a d o 9 I WHICHEVER IS GREATER, AND CONSTRUCT 6 1/2-INCH THICK A.C. BASE COURSE u V OVER COMPACTED NATIVE. ILLN 17 REMOVE 8 1/2-INCH THICK A.C. /A.B. OR EXISTING FULL A.C. THICKNESS, WHICHEVER IS GREATER, AND CONSTRUCT 8 1/2-INCH THICK A.C. BASE COURSE l p I O I O I I OVER COMPACTED NATIVE. (PLACE A.C. FLUSH WITH ADJACENT MILLED SURFACE) 18 CONSTRUCT VARIABLE DEPTH A.C. BASE COURSE ON EXISTING A.C. TO OBTAIN PROPOSED CROSSFALL GRADES SHOWN ON SUPERELEVATION LAKE STREET DIAGRAM ON SHEET 4. GGRADE AS SHOWN ON PLAN AND TYPICAL SECTION. G 20 PLACE VARIABLE DEPTH AGGREGATE BASE OR ASPHALT CONCRETE GRINDINGS(SIMILAR TO z NOTE 11) AND COMPACT TO 90%RELATIVE COMPACTION. O_ 4 2A I 5 F INSTALL TYPE 1-A POLE PER CALTRANS STANDARD PLAN ES-6A WITH ADVANCE FLASHING I 4 4 5 5 21 BEACON PER CALTRANS STANDARD PLANS ES-3C AND ES-4C COMPLETE NTH FLASHING BEACON CONTROL ASSEMBLY AND 150W INCANDESCENT SIGN LIGHTING FIXTURE. INSTALL 3A END Z z 17 2A u~i W5 SIGN (RIGHT OR LEFT PER PLAN) (36" X 36") AND WB SIGN (40 MPH) (30" X 30") ON _ z TYPE 1-A POLE PER CALTRANS STANDARD PLANS RS1 (RURAL LOCATIONS) AND RS2. 3- v M p Ov 22 INSTALL TYPE II-B METERED SERVICE ENCLOSURE AND FOUNDATION PER CALTRANS x w g >> > o x w > STANDARD ES-2B. PANEL SIZE: 100 A. VOLTAGE: 120V, LOAD: 0.25 KVA. F 9 6 I 3A w g 6 I 7 3 6 V) 3 3 5 7 1n 2 5 w 1 3 3 w 23 INSTALL NO. 3 1/2 (T) TRAFFIC-RATED PULL BOX PER CALTRANS STANDARD ES-8. CONDUCTORS AND 1 GROUND . _3:p,.; ,>.;-,:.,� „,,_...,.< ' �.:.... ,,, t„ _"•�• �• ..s.... t.. ,,. :. ..._. .: .;., k .:-.:^: : __._..-....-.-: 24 INS LL 1 1/2" SCHEDULE 40 PVC CONDUIT WITH 2(I6 M8 DU T SHALL BE INSTALLED WITH MINIMUM 30 INCHES OF COVER. - - .. .a• IUj - � C a , �._ i-. �. - M . n �I CONSTRUCTION NOTES n ma �� y " _� I �TINSTALL 4"WHITE LANE LINE AND RAISED PAVEMENT MARKERS e I W '�,. 3 6 _ (D .,.,77r7 '. `/ 8O' ' 3 6 7O' ..tiN N , ±2I()' l_1 PER DETAIL 12. i 000 ,M,4 € wF ,,,,,,,,,, N — ;, 4 _ ---- - .y,.�,,,-4 INSTALL 8"WHITE CHANNEUZING LINE AND RAISED PAVEMENT C I _ - — �� a MARKERS PER DETAIL 38. _ - w t: .• .•.�`^•'i`y' +=•- ^--•".• i• -.- r3R". _-..-__ —.- f ✓4^�, y"N-„ - j ❑3 INSTALL 6"WHITE BIKE LANE LINE PER DETAIL 39. l IQd INSTALL 6"WHITE BIKE LANE INTERSECTION LINE PER DETAIL 39A 1O :'..F O 3 6 (p 6 ILy f� IOO'`e INSTALL 4"DOUBLE YELLOW MEDIAN ISLAND LINES AND RAISED PAVEMENT MARKERS PER DETAIL 29. -y.. _. STANLL TYPE IV DARD 24A.(L OR R)A RROW PER CALTRANS 2 - `�. .„,, "` '`.""-'' �` -"'•�, ` ('"-..- ±'= S' 1.<-+`)"'�'y' 6 INSTALL TYPE V ARROW PER CALTRANS STANDARD A24A. J � Qw INSTALL 4"WHITE LEADLINE WTH ONE TYPE G REFLECTIVE RAISED 7 PAVEMENT MARKER AT EACH END. LENGTH PER PLAN) S� i.1 _ Y , '•W Y-.. 4,.,E ^: x. '�Ittx, : ::. ,F_ ">, +' YE ,K, ;r..y ,t64 �.,t r 1. QI ❑INSTALL 4"DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS, - - 0 PASSING ZONES-TWO DIRECTIONS,PER DETAIL 22. �•..R`t. 4 _.: ,�� n.; Y E:: r.�.:.:s, (=1NU CO ' ...r .. t_... "�tt�' �1 x J [-8 N N P 9 ORANGE GROVE z INSTALL 4"WHITE RIGHT EDGE LINE PER DETAIL 27B. ' I I ENb I 3 3A TOO 7 IO 7 3 IO IO LI I CD p� rJ 10 INSTALL PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD WAY Z_ F U7 PLANS A240 k A24E. Q 11 INSTALL 4"DOUBLE YELLOW LINES AND RAISED PAVEMENT MARKERS, NO PASSING ZONES-ONE DIRECTION,PER DETAIL 19 AND PLAN. (O Z WJ "REFRESH" 12 INSTALL 4"DASHED YELLOW CENTERLINE AND RAISED PAVEMENT DO 3 EX- STRIPIMIS MARKERS PER DETAIL 6. GRAPHIC SCALE TO NORTH SIDE 13 REMOVE EXISTING CONFLICTING STRIPING BY WET SANDBLASTING. 17 2A 17 2A 17 10 OF INTERSECTION INSTALL 4"YELLOW LEADLINE WITH ONE TYPE D REFLECTIVE 14 RAISED PAVEMENT MARKER AT EACH END. (LENGTH PER PLAN) z INSTALL 12"WHITE CROSSWALK OR LIMIT LINE PER CALTRANS 0 15 STANDARD PLAN A24E. ( IN FEET) I I 12 L1 INSTALL STANDARD%PLANS TRAFFIC ES-SIGNAL LOOP ES SB.DETECTOR TYPE A,PER CALTRANS 1 inch= 40 ft. DATE OF PHOTOGRAPHY: JULY 11, 2000 s nderground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE HARRIS & ASSOCIATES UNAUTHORIZED CHANGES: y CONDITIONS OF DEVELOPMENT AND/OR "- 34 E%eCUtiYe Park, Suite 150 CAUTION-THE ENGINEER PREPARING THESE PLANS WILL NOT BE CITY OF LAKE ELSINORE SHEET CITY AND STATE LAWS AND HAVE BEEN Irvine,CA 92614 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE STREET REHABILITATION 12 *01�1 PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE Call: TOLL FREE FOUND ACCEPTABLE. (949)655-39DO o FAX (949) 655-3995 PREPARER GF THESE PLANS AND THE CITY ENGINEER. _ �a�a®vd.6omo s 4eeacaavae 1-800 �q�/� SCALE:1"=40' + ENCHMARK LAKE BENCHMARKOF 12 s' ASWUhTM MTH0SANPIam9RMlf18r4EB=RFTRDIAI(.T%N 422-4133 �� e-�,�✓�/� /-zz-o! SHEETS Dd p ffi12WNN1RAVE.SUREE, Y O'DONNELL DATE 2 ,� - /,y�01 FILE NO. " p°.al 20 FAX (714=-Mnm O�„ .m TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER DATE:JULY 2000 DESIGNED Br: DRAWN BY. CHECKED BY: RANDALL G.BERRY R.C. .44642 DATE