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Home My WebLink AboutENG-2018-00121 - TR 37393 SIP THE COTTAGES PLAN NO 19-001 - 19-005 STREET IMPROVEMENT PLANS LEGEND OF ABBREVIATIONS AND SYMBOLS � SpMM R O" A.B. AGGREGATE BASE J.S. JUNCTION STRUCTURE A.C. PAVING MISSION TRAIL WIDENING BE BEGIN CURVONCRETE � LENGTH POINT PORTLAND CONCRETE CEMENT CRO,� BCR BEGIN CURB RETURN MIN. MINIMUM CATCH BASIN&LOCAL DEPRESSION ALONG THE FRONTAGE OF BLVD BEGIN VERTICAL MOW MIDDLE OF VERTICAL CURVE -- CENTERLINE UKESHORE DRIVE CgNYpN ROAD BVC BEGIN VERTICAL CURVE M.H. MANHOLE THE COTTAGES AT MISSION TRAIL GB CATCH BASIN TUTS NOT U SCALE A FIRE HYDRANT LAKE ELSINORE HEMLOCK STREET CF CURB FACE OC ON CURB -... FLOWLINE o �S It CEMERUNE PIN. PORTION o so CONC. CONCRETE PCC POINT OF COMPOUND CURVE J GRADED SWALE MgUCA 2 ROPp ca PROJECT PARCEL 1 OF MAP 37393 CSP CORRUGATED STEEL PIPE P.I. POINT OF INTERSECTION ___ RIGHT-OF-WAY P� SITE C.Y. CUBIC YARDS PRC POINT OF REVERSE CURVE �4 DR. DRIVE R.C.P. REINFORCED CONC. PIPE 2% SHEET FLOW RATE CITY OF LAKE ELSINORE DW DOMESTIC WATER P.U.E. PUBLIC UTILITY EASEMENT fp DWY DRIVEWAY PW PARKWAY ° STREET LIGHT COUNTY OF RIVERSIDE STATE OF CALIFORNIA EC END CURVE RD. ROAD _ - SWALf HIGH POINT ECR END CURB RETURN R.G. ROUGH GRADE OLIVE ST.Q v ELEV/EL. ELEVATION RW RECLAIMED WATER E.P. EDGE OF PAVEMENT SD STORM DRAIN WATER METER Eli END VERTICAL CURVE SL STREET LIGHT FL FLOWLINE ELEV SS SANITARY SEWER FS FINISH SURFACE ST. STREET LEMON STREET STREET R RIGHT-OF-WAY GRADE BREAK � RIG H HEIGHT SW SIDEWALK H.O.A. HOME OWNER'S ASSOCIATION TO TOP OF CURB HP HIGH POINT TYR TYPICAL INV INVERT OF PIPE VC VERTICAL CURVE VICINITY MAP W WIDTH NOT TO SCALE z �._.- EXISTING SPOT ELEVATION GENERAL NOTES THE COTTAGES/ MISSION TRAIL CITY OF LAKE 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND r______________------- -------�--L-------------��- ELSINORE - �— - - - - CITY LIMIT UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A - - f - 1 SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF j __ I 1 ((� OF MISSION TRAIL) LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE 1 ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR ,�__ - -A_� _ NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN _ THE LIMBS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL -- I - ------------ DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT ANY UTILITY \y SHEET NDEX DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR / �- - REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE m-��mt� ��J CONTRACTOR AT HIS EXPENSE. _-----_-----_ ----_-----_--- -- -- ------ _ __(,c SHEET STREET PLAN DESCRIPTION 2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS, STANDARD / i `\ \ \ MISSION TRAIL i/GJ `�\ A� CITY OF I 1 TITLE SHEET SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDRION),AND STANDARD DRAWING / ••T q� \ I 2 STREET SECTION,CONSTRUCTION NOTES&DETAILS OF THE COUNTY OF RIVERSIDE AND CITY'OF LAKE ELSINORE. IT IS THE CONTRACTOR'S �� \ \H✓✓ WILDOMAR Q RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES /Y� 7 \ F \ U I I 3 MISSION TRAIL STA 36+59.13 TO STA. 43+35.22 I 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS lIJ / \ 4 SIGNING AND STRIPING PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)674-3124 EXT.247 '/ \ I Co i 5 STREET SECTIONS BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M. MONDAY THROUGH THURSDAY. INDEX MAP 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS SCALE: 1 =100� TRAFFIC MANUAL AND W.ATC.H. MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE LEGEND REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. r-_______, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE I O I =STREET IMPROVEMENT SHEETS GRAPHIC SCALE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY ENGINEER'S NOTICE L-------J 100 0 50 100 200 COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND ® =SIGNING AND STRIPING SHEETS 1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ( IN FEET I 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 1 inch =100 ft. WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR OF CONSTRUCTION. ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT B. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, OWNER OR ENGINEER. y ELECTRIClT1; GAS,AND DRAINAGE FACILITIES. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON ° 9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND Y EXTENT, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE SHOWN ARE FOR BONDING PURPOSES ONLY. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF TO. ALL EXIS77NG UNDERGROUND U77LMES AND STRUCTURES MUST BE POTHOLED AND UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON m ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PIANS. THE REVISIONS SHALL BE RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE a PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES, o IN THE FORM OF"AS-BUILT-PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S in TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES 0 11. ALL EXISTING MONUMENTA77ON DISTURBED OR DESTROYED DURING CONSTRUCTION CONCERNED BEFORE STARTING WORK. OWNER: °J SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR CIVIC PARTNERS CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL 7777 CENTER AVENUE a THE PROJECT BEFORE ACCEPTANCE IS GRANTED. CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY SUITE 230 THE PREPARER OF THESE PLANS. HUNTINGTON BEACH,CA 92647 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE T: (714) 230-8000 WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF L CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CER77FICATE OF ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE SOILS ENGINEER O o MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR a CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. ALL CONSTRUCTION,CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS G3SOILWORKS, INC. AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH EARTH SCIENCES GROUP Q HAZARDS. 350 FISCHER AVENUE COSTA MESA, CA 92626 o QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. (714)668-5600 CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR d TO BIDDING FOR CONSTRUCTION. www.g3soilworks.com 3 E2 127 irr Eua �Ib Dols, o A D REVISIONS: PREPARED UNDER SUPERVISION OF: "AS BUILT` PREPARED BY: 11 WILSON MIKAMI CITY OF LAKE ELSINORE PORATION `c��m �� 1Z�3-/� RCE E)P DATE W COR MISSION TRAIL WIDENING SHEET N c l o M. DATE RENEWED BY: 9 COB ATE PARK T.949-679-0090 SCOTT .WIL PARCEL 1 OF PM 37393 STREET IMPROVEMENT PLANS p U SUITE 100 F:949-679-OD91 30_ ROE NO.49884 EXP. 9- -20 IRVINE,CA 92608 N o N No.49084 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE IMTH THE INSPECTOR DATE BENCHMARK: TITLE SHEET OF * RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE �,. /,Im * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72•NORTH OF T INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27 /n//mil/ sf cm� �P STA LAWS,AND A P MIT CAN BE ISSUED. SCALE: AS NOTED EAST OF THE CENTERUNE OF MISSION TRAIL. 5 Z ° O O T/ U 0 I) I] 9j. LALAFc BASIS OF BEARING' SHEETS a cdxrwxern DvnnAemee DESIGNED BY: DRAWN BY: „i.a /"� I�g' Zslq OLD CENTERLINE of MMAGA ROAD,WHICH BEARS N7T38.15'W AS SHOWN au TRACT 0_ NO.31920-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51,INCLUSIVE OF MAPS o CHECKED BY: SCOTT M.MLSON PROJECT MANAGER: SCOTT M.WLSON REMON HABIB R.C.E. 3156 ACTING CITY ENGINEER EXP.03-31-19 DATE: OFFICE OF THE COUNTY RECORDER IN THE COUNTY OF RNERSIDE W.O. FOR: F.B. FILE N0. MIN. TRENCH WIDTH CITY OF LAKE ELSINORE�-}►CITY OF WILDOMAR ESTIMATE OF PER RECOMMENDED FUTURE IMPROVEMENTS R/W STFIEET PLAN CONSTRUCTION NOTE QUANTITIES PVC SPECIFlCAIION R/W 60' PROPOSED R 60'PROPOSED R (3 LANES) (3 LANES) o-CONSTRUCT TYPE 8 INTEGRAL CURB AND GUTTER PER CITY OF LAKE ELSINORE STD. NO.201. 695 L.F. 10 30'EXISTING R 50' EXISTING R W CONSTRUCT 6"A.C. OVER 14"CRUSHED A.B. (MIN)TO BE DETERMINED BY 34,330 S.F. 25'EXIST.PAVEMENT 25' 10 SOILS ENGINEER. --B4CKFlLL SHALL BE 5' 5'MIN. 43' TO BE REMOVED 7, 7, EXIST. PAVEMENT 43' 5'MIN. So-CONSTRUCT SIDEWALK(WIDTH=5)PER CRY OF LAKE ELSINORE STD.N0.210. 3,542 S.F. COMPACTED TO A RELATIVE WALK COMPACTION OF NOT LESS WALK VARIES PROP. IMPR. VARIES FUT.MEDIAN 2.0% 2.p%TO 2.6% gp% 2.p% CONSTRUCT ACCESS RAMP TYPE I PER CITY OF LAKE ELSINORE STD. NO.214A. 2 EA. THAN 90$, EXCEPT FINAL �� 55 CONSTRUCT ACCESS RAMP TYPE M PER CITY OF LIKE ELSINORE STD. NO.214C AND DETAIL ON SHEET 3. 2 EA. 90%RELATIVE 2 FEET WHICH WILL BE COMPACTION NOT LESS THAN 95%. 5'r7SIDE-WAL7K AC 'AB (MIN)TO BE66 CONSTRUCT CROSS-GUTTER PER CITY OF LAKE ELSINORE STD. NO.209. 1,930 S.F. IN PAVEMENT POF__ 0 E DETERMINED BY wlLs TO To-REMOVE EXISTING PAVING TO LIMITS SHOWN ON PLAN. 19,750 S.F. AREAS PVC PIPE ELSINORE STD.N0.201 SECTION — MISSION TRAIL oEs�NESPEEo=eD MPH (SIZE PER �I Bo--SAWCU7 AND JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 2. 885 L.F. PLAN) �tfACKFILL N.TS 9 -INSTALL IRRIGATION SLEEVE(SHOWN FOR REFERENCE ONLY). SIZE AND LOCATION PER 150 L.F. SAND OR x/4 MAX -'— SEPARATE LANDSCAPE AND IRRIGATION PLAN. CRUSHED ROCK BEDDING WITH SAND 4^ MINI OR OTHERERIAL(GRANULAR f0 ADJUST SANITARY SEWER MANHOLE TO FINISH SURFACE. 2 EA. AND SHALL BE COMPACTED 11 LOCATE&INTERSECT EXIST 2"C, 11 PAIR19 TRAFFIC SIGNAL INTERCONNECT, TO NOT LESS THAN 90% RELOCATE AS SHOWN ON PLAN. 1 L.S. RELATIVE DENSITY 12 INSTALL STREET LIGHT PER CITY OF LAKE ELSINORE STD. NO.502 3 E4. O TYPICAL P.V.C. PIPE TRENCH DETAIL 4 13 CONSTRUCT GUTTER DEPRESSION PER RCFC&WCD SID.LD201,CASE C.AND DETAIL ON SHEET 3 1 EA. A NOT TO SCALE EXISTING PAVEMENT Z' NEW PAVEMENT 1+ CONSTRUCT 3.5 A.C. OVER 4"CRUSHED A.B.PER GEOTECHNICAL ENGINEERS RECOMMENDATION 580 S.F. CURB AND GUTTER 3 s•of VARIABLE �1 STOM DRAM CONSTRUCTION NOTES OUA ESTIMATE DEPTH COLDLDPLANE ANE MIN. EXISTING EDGE AND OVERLAY OF PAVEMENT 14 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STANDARD CD100 MARKED"ONLY RAIN IN i EA. THE STORM DRAIN' WITH DAS MANUFACTURING 3"x5 114"DUR4C4ST STORM DRAIN MARKER. 15 INSTALL 12"SOLID PI SOR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 30 LF 0.10'MIN 16 CONNECT 12"PVC TO EXISTING V-DITCH AT GRADES SHOWN PER PLAN I EA LEAVE EXIST. ROSE (UPON APPROVAL ESTIMATE OF OF INSPECTOR) CALM` LNG AND STFWM CONSTRUCTION NOTES OUANTTTE�B NOTE. AC PG 64-10 20 INSTALL 4"DASHED WHITE STRIPE PER CALTRANS SID. PLAN NO.A204, DETAIL 12 PAWL 534 LF. SAWCUT AND JOIN DETAIL 21 INSTALL 4'WHITE EDGE LINE PER CALTRANS STD.PLAN NO.A208,DETAIL 27B PAINT. 331 LF. 22 INSTALL 4"/4" YELLOW MEDIAN LINE PER CALTRANS STD. PLAN NO A206, DETAIL 29 PAINT. 180 LF. 23 INSTALL 8"SOLID WHITE STRIPE PER CALTRANS SID.PLAN NO.A200,DETAIL 38 THERMOPLASTIC. 337 LF. 24 INSTALL 12"SOLID WHRE BASIC CROSSWALK STRIPE PER CALTRANS STD.PLAN NO.A24F THERMOPLASTIC. 240 LF. 25 INSTALL 4"SOLID WHITE STRIPE PAINT(NO DETAIL).INSTALL RETRO-REFLECTIVE MARKERS ON EACH END. 100 LF. 026 APPLY THERMOPLASTIC ARROW MARKING(TYPE IV(L OR R))PER CALTRANS SID. PLAN NO.A24A. 7 EA 27 APPLY THERMOPLASTIC"SIGNAL AHEAD"LEGEND PER CALTRANS STD. PLAN NO.A24D. 2 EA 28 APPLY THERMOPLASTIC"STOP'LEGEND PER CALTRANS SID. PLAN NO.A24D. 2 EA. 6"AC PG 64-10(GREENBOOK SPEC 203-6) 29 FURNISH AND INSTALL SIGN PER 2014 CA MUTCD AS NOTED. 15 FA. 30 INSTALL 12" WHITE DIAGONAL LINE 0 30'SPACING, THERMOPLASTIC. 60 LF. Q� O O O 14"CRUSHED AGGREGATE BASE(GREENBOOK SPEC 200-22) 0-SALVAGE EXISTING SIGN TO CITY YARD. 2 EA 32 INSTALL 8"DASHED WHITE STRIPE PER CALTRANS SID. PLAN NO.A20C,DETAIL 37B THERMOPLASTIC. 138 LF. o-INSTALL TWO-WAY LEFT TURN LANE LINE PER CALTRANS SID.PLAN NO A20B, DETAIL 32 PAINT 856 LF. SUBGRADE(95%MIN. RELATIVE COMPACTION TO i-FT MIN.DEPTH) PAVEMENT SECTIONO NTS d 0 Y N GO m m a M M m O INQ N N I O QJ 3 O 0 N O F N a �i/Jb (S� 12i27�tY o n REVISIONS: PREPARED UNDER SUPERVISION OF: "AS BUILT' PREPARED BY: M WILSON MIKAMI CITY OF LAKE ELSINORE O pRXESSI /Z 15 Aa RCE EXP DATE W CORPORATION MISSION TRAIL WIDENING SHEET cavo S I Aso SCOTT M.NLSON DATE RENEWED BY: 9 CORPORATE PARK ISs49-67s-ooso PARCEL 1 OF PM 37393 STREET IMPROVEMENT PLANS RCE NO.49884 EXP. 9-30-20 IRN E CA 926M F.949-679-0091 2 STREET SECTIONS AND No.49884 INSPECTOR DATE BENCHMARK; OF N 0 THESE PLANS HAVE BEEN REVIEWED FOR GDMPL ANCE WITH THE RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE CONSTRUCTION NOT�S•APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF"r INTERSECTION OF CORYDON SKEET AND MISSION TRAIL, 27' Z °o O O ��D��0 0 0 'rf.Y�. °"^EJ°' STATE LAWS,AND A PER IT C BE ISSUED. SCALE: AS NOTED Jr EAST OF THE CENTERLINE OF MISSION TRAIL (S CA�AF GOLD E REARING SHEETS a CdzFV VbAWp Do�ehAC.vK» DESIGNED BY: DRAWN BY: I/$/2oI OLD CENIERDNE OF AIALAC4 ROAD,WHICH BEARS N79'38'ISW AS SHOWN ON TRACT CHECKED BY: SCOTT M.WILSON PROJECT MANAGER: SCOTT M.YALSON REMON HABIB R.C.E. 3156 ACTING CITY ENGINEER EXP.03-31-19 DAB: NO.31920-I FILED IN BOOK 394 AT PACES 41 THROUGH 51,INCLUSIVE OF MAPS W.C. FOR: F.6. 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SOUTH TYPE III RAMP NORTH TYPE III RAMP k+ CONSTRUCT ACCESS RAMP TYPE I PER CITY OF LAKE ELSINORE STD.NO.214A. SCALE. 1"=20' a SCALE: 1"=20 THE COTTAGES N &z OS -CONSTRUCT ACCESS RAMP TYPE III PER CTIY OF LAKE ELSINORE STD. NO.214C AND DETAIL HEREON. EXISTING V-DITCH ' m Q w B�-CONSTRUCT CROSS-GUTTER PER CITY OF LAKE ELSINORE STD. NO.209. PRO IN PLACE a 5 7D-REMOVE EXISTING PAVING TO LIMITS SHOWN ON PLAN. ~ & AT MISSION TRAIL g ��_ k, L.JSAWCUT AND JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 1. 20 22 12 W (PROPOSED DEVELOPMENT PER SEPARATE PLANS) 7'- � a a 21 I °^° o W k' W H1 CITY OF LAKE ELSINORE 12 N 9�-INSTALL IRRIGATION SLEEVE(SHOWN FOR REFERENCE ONLY). SIZE AND LOCATION PER _ FUTURE RIGHT OF WAY `a„;+ I RI+ +11 $ 0 + m ?�.I 12 4 o� h 2 "! SEPARATE LANDSCAPE AND IRRIGATION PLAN. ri) ? g m N f0 AIUUST SANITARY SEWER MANHOLE TO FlNISH SURFACE. Z Z�M mto � M M Zz ^ g + 9 + n o�+ m 11 LOCATE h INTERSECT EXIST 2'C, 12 PAIR/19 TRAFFlC SIGNAL INTERCONNECT,• _ m� w d�5`?1 d dz ow 9 n + n v n 47 + m o En 3 = � 1'n`m' d PROPOSED RIGHT OF WAY " " o d RELOCATE AS SHOWN ON PLAN. C a MI z PROPOSED RIGHT OF WAY $"� EXISTING RIGHT OF WAY i f ��+ PER PARCEL MAP 37393 �� 6 yW PER PARCEL MAP 37393 ""~" FUTURE RIGM OF WAY _ 11 74 6 h % 11 14_4 ti W 12 INSTALL STREET LIGHT PER CITY OF LAKE ELSINORE STD.NO.502 - fX _ 5 -_ __ 3 _ _ 1n o CONSTRUCT GUTTER DEPRESSION PER RCFC&WCD STD. LD201, CASE C,AND DETAIL ON SHEET 3 _ - - H 4 -_ - - - _ -- - -_ N - _ .... .. _- _ ----- - ---- -------.-------.-.-__ ______- -_----_IO,_-------- ------- RIGM CONSTRUCT 3.5'A.C.OVER 4"CRUSHED A.B,PER GEOTECHNICAL ENGINEERS RECOMMENDATION Exisn �^_ ° _ ...._ -p - -... ..., - ---- --.. _11- - N2558'S6 W 195.72'.. -1 - - T3 - -- -- - N .W_ 243.37-=- -' - - o -- --- --- .- EX SS)-NG 11 I OF WAY 14 a Y �-(fX.-D1y1_ __ ti 5 k a 1. . r 1 EXISTING RIGHT OF WAY 11 1 � "' ` - `r 35 h - --- - - le-1 8 r _ _�__- I \ I A\ i`-EXISTING EDGE OF PAVEMENT sd24T-d24.b8'--- -- - _a ---------- --------------- --- ----- ---------- - o � -L=837.19'R=1990.10' 8 ' ----------�` -------- � - - r;7 - (CNY BOUNDARY) N2558'56'W 8_ �5__ - STORM DRAIN CTION NOTEa� a _ - C, - m +00. o o ?0 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STANDARD CD 100 MARKED"ONLY RAIN IN 10+00.00 STREET"B' 1M. 37+21.09 MISSION TRAIL 1� -EXISTING-EDGEIF-PAVEMENT - 10+00.00 STREET A" THE STORM DRAIN"W/M DAS MANUFACNRING 3"x5 1/4'DURACAST STORY DRAIN MARKER. =40+36.85 MISSION TRAIL 21 INSTALL 12"SOLID PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 N � \ f- _, - - L�- r- - -- _ 22 CONNECT 12'PVC TO ExISnNG V-DITCH AT GRADES SHOWN PER PLAN \ , CDR TALE MISSION TRAIL O^ a - \, \ CURVE LENGTH RADIUS DELTA TANGENT CITY OF WILDOMAR I CONSTRUCT AC OVER AR V -' 14'-0" -' /`�S1 ^ C7 118.96' 1941.02' 1'09'OY 19.51' �� v W i5 � \ \O, C2 a0sr 2s.00• s3'os•or 2s-,38' ® REMOVE AC PAVEMENT AND BASE GRAPHIC SCALE o m N N \ ,IF'_ ` C3 38.92' 25.00' 89'11'29' 24.65' ` 4D 0 20 40 80 a m,"-�_ '' G,I,I� \ \ C4 595.74' 1940.08'0.48,31" 1369- �/- . ono�°^'� vmm oN C5 54.98' 35.00' tx FEET ^o 90'00'00' 35.00' +N N+N N +N N +N N C6 54.98' 35.00' 90.00.00' 35.00' A' n y - I 161 �'-'-M-^ M^-M_- 40,6 dV (z�.27�/i 1 inch =40 ft. 3 o ". A D� REVISIONS: PREPARED UNDER SUPERVISION OF: •ASBULr PREPARED BY: ,M WILSON MIKAMI CITY OF LAKE ELSINORE R p7t0EESSlOyy CORPORATION a 40 W►� ��Q'��271� /2^/3/6 RCF oa DATE yy MISSION(RAIL WIDENING SHEET ¢CET h�o o` SCOTT M.WILSON DATE REMEYED BY: 9 CORPORATE PARK 7:949-679-0090 PARCEL 1 OF PM 37393 STREET IMPROVEMENT PLANS IRNNE,CA 9, F:949-679-ONI 0 36+56.93 - a, RICE No.49884 E7(P. 9-30-20 w�100 3 LOCAL DEPRESSION y No.49884 z A INSPECTOR DATE BENCHMARK: MISSION TRAIL SAIL OF N 6 * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK: BENCHMARK N0.BM E-3-70.ELEV.1279929. BRASS DISC IN CONCRETE SCALE: 1"=20' E",. norm A APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF'Y INTERSECTION OF CORY"STREET AND MISSION TRAIL 27• 0 0 �ff-I b 0 0 f °""r STATE LAWS,AND A PE�AyT CAy BE ISSUED. / ' SCALE As NOTED EAST OF THE CENTERLINE OF MISSION TRAIL FROM STA. 36i 38.98 TO STA. 43i 35.22 5 Z MARK DESCRIPTION BY AMER:APPR. DATE 9 ./F/T- �1 3 Coll 2FUWo6kg Dell a Ad- DESIGNED BY: DRAWN BY: l Of CALIF BASIS OF BEARING: SHEETS Q QO OLD CENTERLINE OF MALAG4 ROAD,WHICH BEARS N7938'15W AS SHOWN ON TRACT - CHECKED BY: SWTT M.WILSON PROTECT MANAGER: SCOTT M.WILSON NEON HABIB R.C.E. 83156 ACTING CITY ENGINEER EXP.03-37-79 DATE: N0.3I920-I FILED IN BOOK 394 AT PAGES 41 THROUGH 51,INCLUSIVE OF MAPS W.O. FOR: F.B. FILE N0. OFFICE OF THE COUNTY RECORDER IN THE COUNTY OF RIVERSIDE = I - - 'PROPOSED VESTERLYUFU--RE WESiERCY . TOP OF CUI}B o m H TOP OF CURB �.. — L.54.98' - U + O �. g �Rt Yto _ TOP OF CUR — — - -- ------ -- �N N % SUR pg FINISH 0.500 n - 0.5 00 FA I eve t 0.500% _L=38.92' HGL WSE=1264.41 }N �N N�NnrOjhV Z Vf EXISTING FINISH SURFACE IT CENTERLINE -- - - -- - — 0 +_ o p ho oo^o ap Ng h O 1270 2 426G- _ - -. O O TZVC� O • -- ' ^ 2 p o 00 OO n _ + N _ N N O N O N + N t N o; h + � + ± INSTALL 29.38 L. F co 12'PVC+ SDR-35 (PRIVATE) oh� � No* . - 06eF4.5 CFS V,�e8.0 FPS CATCH BASIN (PUBLIC) 12s ---- -- -- — -12so CONNECTOR PIPE (PRIVATE) MISSION TRAIL PROFILE PROFILE HORIZ. 1" = 40' VERT. 1" = 4' 35 36 37 38 39 40 41 42 43 44 45 10 M V 1V STFIM 1 PLANCONSTRUCTION NO TM Tp TC (&CONSTRUCT TYPE 8 INTEGRAL CURB AND GUTTER PER CITY OF LAKE ELSINORE STD. NO.201, 18 ✓� o--CONSTRUCT 6"A.C. OVER 14"CRUSHED A.B. (MIN)TO BE DETERMINED BY �6k1oG SOILS ENGINEER. CONSTRUCT SIDEWALK(WIDTH=5)PER CITY OF WE ELSINORE STD.N0.110. SOUTH TYPE IN RAMP I NORTH TYPE III RAMP CONSTRUCT ACCESS RAMP TYPE I PER CITY OF LAKE ELSINORE STD.NO.214A. SCALE: 1"=20' R SCALE: 1"=20' F I —CONSTRUCT ACCESS RAMP TYPE 111 PER CITY OF LAKE ELSINORE STD. NO 214C AND DETAIL HEREON. m a Q CONSTRUCT CROSS-GUTTER PER CITY OF LAKE ELSINORE STD. NO.209. EXISTING V-DITCH THE COTTAGES ' PROTECT IN LACE - � To-REMOVE EXISTING PAVING TO LIMITS SHOWN ON PLAN. 20 22 12 W l AT MISSION TRAIL W B�SAWCUT AND JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 2. I p ki (PROPOSED DEVELOPMENT PER SEPARATE PLANS) CITY OF LAKE ELSINORE o- ( ) 21^ W �'s W 9 INSTALL IRRIGATION SLEEVE SHOWN FOR REFERENCE ONLY). SIZE AND LOCATION PER 12 N I SEPARATE LANDSCAPE AND IRRIGATION PLAN. FUTURE RIGHT OF WAY ��+ � + + o v°4 4 _ _, n n C0 Z g ,4 c Z + g yy N 10 ADJUST SANITARY SEWER MANHOLE TO FINISH SURFACE. wti w d �` `"` � ; a "' "oT m 9 g �+' > 3^ 11 LOCATE&INTERSECT EXIST 2"C, 12 PAIR 119 TRAFFIC SIGNAL INTERCONNECT,' m`^ m 9 PROPOSED RIGHT OF WAY + + p d "+� RELOCATE AS SHOWN ON PLAN. IXISIING RIGHT OF WAY d PROPOSED RIGHT OF WAY �" FUTURE RIGHT OF WAY 11 "'� PER PARCEL MAP 37393 d 6 w PER PARCEL MAP 37393 �"" N ' 11 14 4 12 INSTALL STREET LIGHT PER CITY OF LAKE ELSINORE STD.N0. 502 o _ _ _ _ 13 CONSTRUCT GUTTER DEPRESSION PER RCFC&WCD STD. LD201,CASE C,AND DETAIL ON SHEET J -- CONSTRUCT J.5"A.C. OVER 4"CRUSHED A.B. PER GEOTECHNICAL ENGINEERS RECOMMENDATION % — - - _- - ---- ------------------ _ -----_ EXISTING RIGHT OF WAY 14 w, -a-�- ___ C3 Y --_ C1 11 N2558S W 195.72' C5 a Cs N 'S W 243.37' o `EX. SS}( 11 fEA:OW) -> -= 5 s. p co a 1 EXISTING RIGHT OF WAY 11 35 fn — _ J 8 I r�NG EDGE OF,PAVfM 1EX.-LIMON\ " m _ I I I SEX��---- ISIING EDGE OF PAVEMENT CL d140t;'12-T= - - -- --------------- -- ----- --- ----- $ - - o — L=8J7.19'R=1990.I0_ 8 STOW�CONSTRUCTION �TI n _ h S� (CTTY BOUNDARY) N2558'S6•W 8 g_ a0 1t�' - ___ _ ___ 10 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STANDARD CD100 MARKED"ONLY RAIN IN 10+00.00 STREET"B" ` iNT.-- - 37+21.09 MISSION TRAIL ` 10+00.00 STREET"A" THE STORM DRAIN_WITH DAS MANUFACTURING 3"x5 1/4"DURACAST STORM DRAIN MARKER. - i EXISTING EDGE OF PAVEMENT_ =40+36.85 MISSION TRAIL 21 INSTALL 12"SOLID PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A•ON SHEET 2 22 CONNECT 12"PVC TO EXISTING V-DITCH AT GRADES SHOWN PER PLAN W ; MISSION TRAIL CURVE TABLE a -" 14 \ \\�c9F A \ CURVE LENGTH I RADIUS DELTA TANGENT 0ITY OF WILDOMAR LAND CONSTRUCT AC OVER AB �T ClC1 118.96' 1941.02' 1.09'OT 19.51' f C2 40.62' 25.00' 93'O5'02" 26.38' REMOVE AC PAVEMENT AND BASE GRAPHIC SCALE W CJ 38.92' 15.00' 89'11'29• 24.65' �� ao a zo aD Bo %o1`'4'^ _ 4',Q C4 585.74' 1940.08'0'48.31" 13.69, N 8�2 a n- `m c m N C5 54.98' 35.00' 90'00'00" 35.00' /n� "'S u�d vri vi +soh r.:ve UV �z1.2 a +ems+ee +��o +�om C6 54.98' 35.00' 90'00'00" 35.00 /�1pb 1 inch FEET 401 ft. +NN pNN NN,oNN �1/ 7/1f' M__ �.�_r7__ 6• REVISIONS: PREPARE UNDER SUPERVISION OF: 'AS BUILT' PREPARED BY: WILSON MIKAMI 8 a �V� CITY OF LAKE ELSINORE M ppOFE55/( C O R PO R AT/O N RCA E%P DATE W MI8810N TRAIL WIDENING SHEET SCOTT M.WLSON DATE RENENED BY: 9 CORPORATE PARK T:949-679-0090 PARCEL 1 OF PM 37393 STREET IMPROVEMENT PLANS 36+56,93 RCE NO.49884 EXP. 9-30-20 suITEIRNNE,100CA 92606 F:949-679-DO91 3 MISSION TRAIL of LOCAL DEPRESSION 6 No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE IMTH THE INSPECTOR DATE BENCHMARK: N RNFFSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE 1:xy.N/W/29 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF-Y INTERSECTION OF CORIDON STREET AND MISSION TRAIL 27'(j SCALE 1"'=20' pip 'ff./�. CALVE \� STATE LAWS,AND A PE�R{�./.T CAA BE ISSUED. SCALE: AS NOTED BAEAS OF THE CG�RLINE OF MISSION TRAIL. FROM STA. 36�3V..�lV TO STA. 43+35.22 SHEETS 002RAMkili Og1lh AO.vioW DESIGNED BY: DRAIN BY: v // 1 I /fi' OLD C04TE_UNE OF MAIAGA ROAD,WHICH BEARS N79'36'15-W AS SHOWN ON TRACT CHECKED BY: SCOTT M.W1LSON PROJECT MANAGER: SCOTT M.VALSON MON HABIB R.C.E. 3156 ACTING CITY ENGINEER EXP.03-31-19 UAIL: N0.31920-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 5SI INCLUSIVE ai MAPS W.O. FOR: F.B. FILE N0. NO,31 OF THE COUNTY RECORDER IN THE COUNTY TY O GH 51,DE ROW ROW Row ROW Row Row ROW Row Row 1275 1275 1275 1275 1275 1275 1275 It 1275 1275 1270 1270 $ 1270 12M 1270 �" 1270 1270 1170 1270 n ri n ri b ri b N N N ry � � N N 1 i 2 3 1 .3 1 3 .3 P PED O P XI TIN XI 1265 1265 1265 1265 1265 1265 -- 1265 1265 1265 -50 0 -50 0 -50 0 -50 0 -50 0 -50 0 -50 0 -50 0 -50 0 SECTION 0 36+38.98 SECTION 0 36+50.00 SECTION 0 36+79.01 SECTION 0 37+00.00 SECTION 0 37+50.00 SECTION 0 37+58.04 SECTION 0 38+00.00 SECTION 0 38+50.00 SECTION 0 39+00.00 ROW ROW ROW ROW ROW ROW ¢ ROW ROW ROW 1275 1275 1275 1275 1275 1275---- 1275 1275 1275 ♦ h I` 0 eo c � N n E O q N Oi Oi OI N ^ 10Z b _ 1270 N 1270 N 1270 N N 1270 '- 1270 N 1170 N 1270 2.11 .1 1270 P Po 1170 N 4 24 P Po ED PR D E STI G P PO ED P SE TE.11,71A 1265 1265 1265 1265 1265F 1265 1265 1265 1265 -50 0 -50 0 -50 0 -50 0 -50 0 -50 0 -50 0 -50 0 -50 0 SECTION 0 39+50.00 SECTION 0 39+81.85 SECTION 0 40+00.00 SECTION 0 40+50.00 SECTION 0 40+91.85 SECTION 0 41+00.00 SECTION 0 41+50.00 SECTION 0 42+00.00 SECTION 0 42+50.00 127PoW 60, It 1275 ROW so' ¢ P R O F I L E ,IJE2 m HORIZ. 1" = 40' N VERT. 1" = 4' 2 Z.o PR ED 1170 1270 rgg1265 1165 -50 0 -50 0 SECTION 0 43+00.00 SECTION 0 43+35.22 0 Y r m a o M N OJ o N M s 1 0 0 0 13 V 12/Z 7 /!P s REVISIONS: PREPAR UNDER SUPERVISION OF: Hunr PREPARED BY: 11 ;'VILSON MIKAA41 CF Y OF LAKE ELSINORE o C O171 o �w rl �/2I31A1A RGE EZN 11-- DATE CORPORATION MISSION TRAIL WIDENING SHEET ! RENEWED BY: 9 CDR ORATE PARK T.949-679-0090 N . o SCOTT . YALSON DATE F:949-679-DO91 PARCEL 1 OF PM 37393 STREET IMPROVEMENT PLANS RCE NO.49884 EXP. 9-30-20 _ IRNNE�CA 92606 Q 5 N No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE INSPECTOR DATE BENCHMARK: STREET SECTIONS OF N D * RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE --- E,W/ (//�[Z/Z0 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF'Y INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27' .i STATE LAWS,AND A PERMIT CA BE ISSUED. SCALE: AS NOTED EAST OF THE CENTERLINE OF MISSION TRAIL. FROM SEA. 36�W.aV TO SEA. 43+35.22 5 ? o O �_�0 J}�� cNTE �f(F'�! BASIS OF BEARING: SHEETS Ca2RINbN1p DWhAL— DESIGNED BY: DRAWM BY: Q` CA\ Zp OLD CENTERLINE OF AULACA ROAD,WHICH BEARS N75FM'15'W AS SHOWN ON TRACT I r CHECKED BY: SCOTT M.WILSON PROJECT MANAGER: SCOTT M.NILSON R MON HABIB R.C.E. 3156 ACTING CITY ENGINEER EXP.03-31-1 DATE: No.aT920-T FILED IN BOOK 794 AT PAGES 41 THROUGH 5T,INCLUSIVE OF MAPS W.O. FOR: F.B. FILE NO, o OFFICE OF THE COUNTY RECORDER IN THE COUNTY OF RIVERSIDE Cm(OF LAKE ELSHORE SKVANIG AND STFI M GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN SECTION 84, "TRAFFIC STRIPES AND PAVEMENT MARKINGS'AND SECTION 85"PAVEMENT MARKERS'OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION(CALTRANS)STANDARD SPECIFICATION,EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS OR CITY STANDARDS. 2. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE N07ED ON APPROVED PLANS. 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR BLACK AS REQUIRED, CONFORMING TO CALIFORN14 STATE SPECIFICATIONS AND SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION. 4. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST C4LTRANS-APPROVED STENCILING STANDARDS. 5. THE CONTRACTOR SHALL LAYOUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING AT 15 FOOT INTERVALS AND"SPOY THE PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE STRIPING PLANS. STRIPING SHALL VARY NO MORE THAN 112 INCH IN 50 FEET FROM THE SPECIFIED ALIGNMENT. MINOR VARIATIONS MAY BE WANED BY THE CITY ENGINEER OR DESIGNEE IN THE FIELD. 6. THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS AND/OR STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY THE PUBLIC WORKS INSPECTOR. 7. A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED BETWEEN THE TWO YELLOW STRIPES OF A DOUBLE YELLOW TRAFFIC STRIPE. THIS SPECIFICATION APPLIES TO BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. 8. EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING. THE GLASS BEADS SHALL BE EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF THEIR DIAMETERS. 9. ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED NECESSARY BY THE CITY ENGINEER OR DESIGNEE,SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY PUBLIC I ) TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET ANY NEWLY APPLIED STRIPING OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE CONSTRUCTION,INCLUDING WHEEL MARKINGS BY PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT,SHALL BE REAPPLIED BY THE THE COTTAGES CITY OF LAKE ELSINORE 1 CONTRACTOR. 1 AT MISSION TRAIL 11. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT G NOT CONFORM TO THE APPROVED PLAN 1 Ill ' SHALL BE REMOVED BY WET SANDBLASTING BEALLOWS BLACKOUT OR GRINDING OF EXISTING TRAFFIC STRIPING OR � (PROPOSED DEVELOPMENT PER SEPARATE PLANS) W PAVEMENT MARKINGS WILL NOT BE ALLOWED. ' 12. PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND STANDARD DETAILS. 1 INSTALLATION OF PAVEMENT MARKERS SHALL BE ACCOMPLISHED WITH THE USE OF BITUMINOUS TYPE -- 100' 100'RIGHT TURN LANE 29 RIGHT TURN LANE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS TO PORTLAND CEMENT, R1-1 ASPHALTIC CONCRETE,AND CHIP-SEALED ROAD SURFACES. 20' 19 x5 1 26 =WJ_JR3-7(R) 138'32 29 29 x3 CLASS 1, TYPE FGLUE-DOWN LIN(i1TORS 13. PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE CALTRANS TYP. CLASS L TYPE F R3 (R) OSTRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. - 311 29 2829PROPOSED RIGHT OF WAY PERCALTRANSSTD.A73C. _1 _� (SPACING 30 FT) - -14. EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE REMOVED BY - R3-7(R) 35' THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER WORK RELATED TO THE TRAFFIC STRIPING. _ 30 15. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER CITY - - - - - - - - - STANDARDS 4224, 4228,AND 422C. _ EXIS77NG_EDGE OF PAVEMENT_ 16. ALL SIGNS SHALL USE 3M DIAMOND GRADE III REFLECTIVE SHEETING(ASTM TYPE XI). - 26 2J 16 20 25 24 16 N 23 26 17 SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. 50 20 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 4008. 35 21 24 31 -19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER LOCATION 50 25 _ - 36 2 h _ ON APPROVED PLANS. SIGN4GE TO BE INSTALLED PER CITY STANDARDS 402, 4064, 4068,AND 409. 21 122'TAPER � 26 33 20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE YARD. 40 T n H o 22 80'OPENING 100'TURN POCKET 2D + 33 SO• '- (CITY BOUNDARY) _ �n 2 124'1RY�NSIBON - 23 - - - _ -- - _ S1- _- S�OF PAVEMENT �H - - - - - - - - - - - - MISSION TRAIL CITY OF WILDOMAR F SIGN LEGEND 8MM AND STFrM CONSTRIXTION NOTES 20 INSTALL 4'DASHED WHITE STRIPE PER CALTRANS STD.PLAN N0.A2D4, DETAIL 12 PAINT. RIGHT LANE 21 INSTALL 4'WHITE EDGE LINE PER CALTROS STD.PLAN N0.A208,DETAIL 278 PAINT 22� INSTALL 4'/4'DOUBLE YELLOW LINE PER GALTRANS STD. PLAN NO A20A,DETAIL 22 PAINT MUST :--INSTALL 6'SOLID WHITE STRIPE PER CALTROS SID.PLAN NO.A200, DETAIL 38 THERMOPLASTIC. 24 INSTALL 12"SOLID WHITE BASIC CROSSWALK STRIPE PER GALTROS STD. PLAN NO.A24F THERMOPLASTIC. YN 15 INSTALL 4"SOLID WHITE STRIPE PAINT(NO DETAIL).INSTALL RETRO-REFLECTIVE MARKERS ON EACH END. TURN RIGHT 16 APPLY THERMOPLASTIC ARROW MARKING(TYPE IV(L OR R))PER CALTRANS STD. PLAN N0.A24A. o-APPLY THERMOPLASTIC"SIGNAL AHEAD'LEGEND PER CALTRANS STD.PLAN NO.A24D. m 3 3_7R" W3-3 28 APPLY THERMOPLASTIC'STOP"LEGEND PER CALTRANS STD. PLAN N0.A24D. a 3fix3(i 19 FURNISH AND INSTALL SIGN PER 2014 CA MUTCD AS NOTED. @INSTALL 12' WHITE DIAGONAL LINE 0 30'SPACING, THERMOPLASTIC. 31 SALVAGE EXISTING SIGN TO CITY YARD. 32 INSTALL 8'DASHED WHITE STRIPE PER CALTRANS STD. PLAN NO.A20C, DETAIL 378 PAINT. ' INSTALL TWO-WAY LEFT TURN LANE LINE PER C4LTRANS STD. PLAN NO A208 DETAIL J2 THERMOPLASTIC. N \4 W o R7-1 R3-2 30'x3(Y 30'x3(Y a GRAPHIC SCALE O a 40 0 20 40 80 O o 0 0 N ( IN FEET) a � 1 inch =40 ft. 3 REVISIONS: o a PREPARED UNDER SUPERVISION OF: AS BUILr PREPARED BY: WILSON MIKAMI �W CORPORATION CfiY OF LAKE ELSINORE 1t MISSION TRAIL WIDENING RDE ExP DATE T PARCEL 1 OF PM 37393 STREET IMPROVEMENT PLANS SHEET4 o h SCOT M.NILSON DATE RENEWED BY: 9 CORPORATE PARK T.949-679-0090 ca m RCE NO.49884 EXP. 9-30-20 SUITIRVINE100,CA 926W F:949-679-0091 rn p h No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE INSPECTOR DATE BENCHMARK: MISSION TRAIL STRIPING OF * E+�P�7xo7p * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE o ��_�P 0 0 / SCALE: A$NOTED POST 72'NORTH OF'r INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27, S z sq cmi STATE LAWS,AND A P IT AN BE ISSUED. EAST OF THE CENTERUNE OF MISSION TRAIL. FROM STA. 36+59.13 TO STA. 43+35.22 / P caxTuxatp nAeace DESIGNED BY: DRAWN BY: 11f CALIF �� BASIS OF BEARING SHEETS 1/$1201� OLD CENIERONE OF MAIAGA ROOD,WHICH BEARS N7978'15W AS SHOWN ON RAC o CHECKED BY: SCOTT M.WILSON PROJECT MANAGER: SCOTT M.WILSON HABIB R.C.E. 156 ACTING CITY ENGINEER EXP.03-31-19 DATE: NO.31920-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51,wcLusNE DF OFFICE OF THE MINTY RECORDER IN THE COUNTY OF RIVERSIDE I W.O. IFOR: FB I FILE NO.