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HomeMy WebLinkAboutTR 31920-1 John Laing Homes Phase 2 SIP STREET IMPROVEMENT PLANS LEGEND OF ABBREVIATIONS AND SYMBOLS _ ERNEFOR ga ~ I.C. TOP OF CURB H HEIGHT J O H N LA I N G HOMES PHASE 2 F.L. FLOWLIGRADE ELEV. N.T.S. NOT TO SCALE EXIST CONTOUR ( G.B. GRADE BREAK 700_ RIGHT OF WAY ROgD R.G. ROUGH GRADE C.B. CATCH BASIN LAKESHORE CANYON ROAD TR (/\_T /%� 1 F.S. FINISH SURFACE A.C. ASPHALTIC CONCRETE 2% SHEET FLOW RATE DRIVE TRACT�A V 1 N O. � L -1 � GRADED SWALE INV. INVERT OF PIPE A.B. AGGREGATE BASE HEMLOCK STREET V.C. VERTICAL CURVE -' -�-- CENTERLINE C.F. CURB FACE _ ���.'_ SWALE HIGH POINT c o Sf CITY OF LAKE ELSINORE B.V.C. BEGIN VERTICAL CURVE CSP CORRUGATED STEEL PIPE E.V.C. END VERTICAL CURVE CONC. CONCRETE FRE HYDRANT MALAGA RDA co A FIRE HYDRANT �Po COUNTY OF RIVERSIDE B.C. BEGIN CURVE C.Y. CUBIC YARDS i. E.C. END CURVE ELEV./EL. ELEVATION STREET LIGHT STATE OF CALIFORNIA WATER METER P.C.0 POINT OF COMPOUND CURVE MIN. MINIMUM CATCH BASIN&LOCAL DEPRESSION P.R.C. POINT OF REVERSE CURVE MAX MAXIMUM EXISTING EDGE OF PAVEMENT OLIVE ST. P.I. POINT OF INTERSECTION R.C.P. REINFORCED CONIC.PIPE '. E.P. EDGE OF PAVEMENT TYP TYPICAL CONSTRUCT AC OVER AS EXISTING SPOT ELEVATION L.P. .� \1 .P. LOW POINT �: N.P. HIGH POINT SD STORM DRAIN _ 1� DW DOMESTIC WATER '� j/'��' REMOVE AC PAVEMENT AND BASE - -f a B.C.R. BEGIN CURB RETURNv LEMON STREET r.r '. r> PROJECT t f E.C.R. END CURB RETURN SS SANITARY SEWER �E - r i r RW RECLAIMED WATER - TRAFFIC SIGNAL CONDUIT M.O.VC. MIDDLE OF VERTICAL CURVE r 11 i P U / ¢ CENTERLINE O.C. ON CURB PIN. PORTION BLVD. BOULEVARD _ VICINITY MAP W WIDTH RD. ROAD L F`f w 5 N A AVE. AVENUE r NOT TO SCALE Ppi ,.,, �' ,i,✓'Q- f a L LENGTH SL STREET - DR.R. RIGHT VE J.S. JUNCTION STRUCTURE GENERAL L NOTES / M.H. MANHOLE R W -OF-WAY \r1G flM NOTES � 1 r,igv� a 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND ��'" '7 $ .r UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF -'� '. 9 e LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ,„L"6 y �t ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR - ,„1 'I rf '^ `�., ,. ✓f't INDEX (' SHEETS t ���1I v� �+� NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN �'"'� ' t.' "" _ THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES � �Y SHEET No. STREET PLAN DFi10t4 OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY TITLE SHEET DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE v 2 STREET SECTIONS &CONSTRUCTION NOTES CONTRACTOR AT HIS EXPENSE. `` ' art/ // t �" ''� ,.✓� / a' t�, -�k 1 t / '. s, 3 CONSTRUCTION DETAILS 2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS,STANDARD ,'„1 !,' /,"!�: 4 DIAMOND DR. STA. 62+40.90 TO 68+00.00 SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING .j .»«r' q TRACT'a o- j,J - //,!J !q( } � , >� OF THE COUNTY OF RIVERSIDE IT IS THE CONTRACTOR'S RESPONSIBILITY 70 BE r 7 E Y% !,.' l ._L07 19, ", ',^ ' ~''\\\.✓f/ I 5 DIAMOND DR. STA. 68+00.00 TO 78+86.75 END FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES P fL t t / GFS• 22 . 6 HIDDEN TRAIL STA 10+00.00 TO 20+00.00 J. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS 7 HIDDEN TRAIL STA 20+00.00 TO 23+75.90 END - - Y PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(909)674-3124 EXT.247 '� "ai �� .:} ---' ' <w=w �_ Q-4;5 CAS t 8 SUMMERLY PLACE STA 18+39.21 TO 29+31.65 END BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M.MONDAY THROUGH FRIDAY. �' -" � 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS '" -'T to - ✓/ 9 VILLAGE PARKWAY STA. 21+78.61 TO 28+00.00 PACT I! _77..-CFS >. Q--70.Q S ~''__ f TRAFFIC MANUAL AND W.A.T.C.H. MANUAL AT ALL TIMES DURING CONSTRUCTION AS $L ". �. 31920-2 -. - -. Q 2.0 CFS i "{ - �' 10 VILLAGE PARKWAY STA. 28t00.00 TO 37+00.00 APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE FAILURE 70 DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. , LINE r� /, 11 SIGNING AND STRIPING & +Tv '�o `FRACT 31B2O-'22 TAACT 310-21 j 92_ �� ; 12 SIGNING AND STRIPING u 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE Fr REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. Q-13D.S-CFS _ Q=5'9 CFS ,r .r, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE PHASE 3 Q=29 7 CFS '+ f SHEET NO STOM DFM PLM DEBCFW11014 NECESSARY RELOCATION OF ANY UTILITIES CONTRACTOR SHALL NOTIFY ALL UTILITYli� "x " COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE T ( I ,a - -".'j/� f' s r T 13 STORM DRAIN LATERALS "B28" "628A" & "B32" - CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT , ` ,� `" R{�GT21920E1s Y/-} 'j 14 STORM DRAIN LINE "AA" STA. 23+20.42 TO 34+00.00 1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK a �! 15 STORM DRAIN LINE "AA" STA. 34+00.00 TO 40+75.15 & LINE "G" 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 7 �a `�' STORM DRAIN LATERALS PROFILES WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST 18 -' + - , /��� INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING ,� aK. R1[c7 aYepclb �/ \ f�,; 17 STORM DRAIN LATERALS PROFILES OF CONSTRUCTION. v 18 OUTLET CHANNEL GRADING 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS,AND DRAINAGE FACILITIES. _ ,' ���. SHffF NO. PAWCWAY CPADM PLAN DESCFrTM 9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER P 4a� ^' " r '" r, �,� '� ;�,-r- ACT BOUNDARY 19 HIDDEN TRAIL PARKWAY GRADING ROUGH GRADING TO DETERMINE THE EXACT SEC710N REQUIRED. SECTION THICKNESS 20 HIDDEN TRAIL PARKWAY GRADING SHOWN ARE FOR BONDING PURPOSES ONLY. _ KWAY PARKWAY GRADING 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND 21 VILLAGE PAR tT ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE 1 li J'` "� ` "�,� �` _ 22 VILLAGE PARKWAY PARKWAY GRADING NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE ENGINEER'S NOTICE" %� �'� �� 23 SUMMERLY PLACE PARKWAY GRADING IN THE FORM OF"AS-BUILT"PLANS SUBMITTED 70 THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON +, . /� ,�� JY 24 DIAMOND DRIVE PARKWAY GRADING PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION EXTENT, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THEw� CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF F t/� LEGEND THE PROJECT BEFORE ACCEPTANCE IS GRANTED. UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE (fT, C 11 =STREET IMPROVEMENT SHEETS WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES, CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CERTIFICATE OF SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONCERNED BEFORE STARTING WORK. ® =STORM DRAIN IMPROVEMENT SHEETS CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS, THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR ' 13, STREET LIGHT STANDARDS FOR ARTERIAL STREET SHALL CONFORM TO RIVERSIDE LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL INDEX MAP COUNTY STANDARDS No. 1001 &FOR RESIDENTIAL STREETS SHALL CONFORM TO CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY RIVERSIDE COUNTY STANDARD N.. 1000. THE PREPARER OF THESE PLANS. SCALE: 1.=400' �1 THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ENGINEER'S NOTICE" ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. SOILS ENGINEER OWNER: SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE SOILWORKS, INC. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR EARTH SCIENCES GROUP McMILLIN SUMMERLY, LLC COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS 350 FISCHER AVENUE 2750 WOMBLE ROAD, SUITE 200 CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH COSTA MESA, CA 92626 SAN DIEGO, CA 92106 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL (714) 688-5600 T: (619) 794-1252 WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. F (619) 336-JO10 THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT TO BIDDING FOR CONSTRUCTION. www.soilworksinc.com EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE �p.0 pv 6 2 J �Y OWNER OR ENGINEER. a REVISIONS: PREPAR UNDER SUPERVISION OF: PREPARED BY: CITY OF QF LA pROFESSIo 9 CORPORATE PARK, SUITE 100 WILSON MIKAM1 CORPORATION IRVINE, CA 92606 TRACT NO.31920-1 T'SHEE o o SCOTT M.WILSON D TE T: 949-679-0090 STREET 1111�ROVEITI�NT PLANS DDA PHASE C 1 DIAL TOLL FREE W m RCE NO.49884 EXP. 09/30/14 1-800-227-2600 A TITLE SHEET OF 3 No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: ABEPORE rou e * E.p.91A2LL 'H APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24 BY APPRsr STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF UNOEftGAWND SERJME HLERf OF SOUNIERN GIlFOM1N MARK 'YlF OF CP��F W.7 DATE- COR'gON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERUNE SHEM DESIGNED BY: MKW DRAWN BY: _CS,RP CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON WALTER E.ALOSON,RCE 5448, ENGINEER EXP.12 31 2014 OF MISON"TRAIL W.O. FOR: F.B. FILE NO. WMATE OF SKRI G AM STRPM No1E3 WEST EAST R/W R/W SOUTH NORTH R/W R/W 10 THERMOPLASTIC 4"DASHED WHITE STRIPE PER CALTRANS STD.PLANS, PLAN NO.A20A, DETAIL 9. 4,600 L.F. 16' 712' (R.O.W)_ I 10 THERMOPLASTIC 8"SOLID WHITE STRIPE PER CALTRANS STD.PLANS,PLAN NO,A20D, DETAIL 36. 1,500 LF LANDSCAPE I N0 PARKIt\G ALLOWED 1 12' ____ 74' (R.0.W.) 12' LOT 1 76' 33' T T 33' i6'_ 1 NDSCAP 13_ NO PARKI ALLOWED NOSCAP 10 THERMOPLASTIC 6"SOLID WHITE STRIPE PER CALTRANS STD.PLANS,PLAN NO,A20D,DETAIL 39. 8,500 L.F. MAINTAINED -- LOT I 1 LOT BY H.Q.A. MEDIAN 5' VARIES 19 _ 10'.* 19, 8' S' 104 THERMOPLASTIC"STOP'PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN NO.A24D 6 EA 1 6' 13' 14' _14' 13' 6' 1 MAINTAINE SW PW 6' 13'_ Mpp--D. 13' 6' PW SW MAINTAINE (EXCEPT WHERE ADJACENT i BIKE LANE LA E LANE LANE BIKE i BY H.O.A. I BY H.O.A.TO LOT 18 ON SUMMERLY PLACE) 10 INSTALL SIGN PER CALTRANS STD.AS NOTED ON PLAN 32 EA LAN LAN BIKE LANE 5- LANE BIK ' LAN 5,r LAN ; 10 THERMOPLASTIC 12"SOLID WHITE STRIPE PER CALTRANS STD.PLANS, PLAN N0.A24E. 3,185 L.E 27 MIN. 2%MIN. 10 NOT USED 1 1 SCHOOL 0.5'_TYR ?. 0.78'7YP. AND 29, 2 10 NOT USED - ��'4-Y 129 29, -- 2% I REC LOTS *O 2 ___ 29 21 FA. ---___ 2% __--- 29, 8 siO MY�NOERmc s wIOE S,CEww.K 8 70 THERNOPLA STIC TYPE IV ARROW PER CLATRANS STD PLANS PLAN NO A24A 5'WIDE 8"TYPE A-8 CURB&GUTT 13'TYPE A-B CURB&GUST O 11 THERMOPLASTIC DOUBLE YELLOW STRIPE PER CALTRANS STD.PLANS,PLAN NO.A20A,DETAIL 22. 3,820 L.F. * 5'WIDE SIDEWALK® I PER COUNTY OF PER COUNTY Of 1 O SIDEWALK IT TYPE 8A CURB O RIVERSIDE STD.#201 RIYERSIDE SIO./201 l i NOT USED - » PER CITY OF 3 k 8'TYPE A-8 CURB&GUTTER g TYPE A-8 CURB&GUTTER couNTr of RNERsiDE PER COUNTY of 0 a'ac./4^A.B.(MIN.) 11 THERMOPLASTIC"BIKE LANE"PAVEMENT LEGEND PER CALTRANS STD.PLANS, PLAN NO.A24D 21 EA. Oj PER CITY OF RIVERSIDE SiO.1201 4"A.C./4'A8.(MIN.) COUNTY OF RIVERSIDE STD. 201 5T0.1204 ,1 TO BE OEiE DINED B°TYPE BA CURB TO BE DETERMINED I 55^A.C./8'A.B.(MIN.) er soas ENGINEER PER courvrr OF O BY SOILS ENGINEER O i t THERMOPLASTIC 6"DASHED WHITE STRIPE PER CALTRANS STD. PLANS,PLAN N0.A200,DETAIL 39A 3,900 C.F. 5 TO BE DETERMINED S5 A.C./6'A.B.(MIN.) RVERSIDE STD.I204 BY solLs ENGINEER TO BE DETERMINED O 11 THERMOPLASTIC 4'SOLID WHITE STRIPE 750 L.F. DIAMOND DRIVE TI.=8.5 BY SOILS ENGINEER 5 HIDDEN TRAIL NOTE 2 FT.MEDIAN FOR LEFT TURN POCKETS it INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.N0. 4004,4008,AND 402 10 EA N.T.S. DESIGN SPEED=50 MPH SUMMERLY PLACE T.I.=7 N.T.S. DESK,MI SPEED=35 MPH R1_ 72- STREET R/w SiFT PLAN NOTES OU141�tTi E8 ESTUCE OF 18, PARKING ALLOWED 18'_ to-CONSTRUCT TYPE A-8 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO 201. 7,221 L.F. VARIES I 5' VARIES18, 18' VARIE 5' 1 VARIES LANDSCAPE sw PW PW SW LANDSCAPE 2�CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200. 2,880 L.F. MAREA AINTAINED AREA *NOTE SIDEWALKS ADJACENT TO TRACTS So-CONSTRUCT TYPE 84 CURB PER COUNTY OF RIVERSIDE STD.NO 204. 6,876 L.F. 1 MAINTAINED J19FOR REFS AND 31NLY. T ARE SHOWN CONSTRUCT 4"A.C.OVER 4"A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 73,850 S.E BY H.O.A.� 1 BY H.O.A. FOR REFERENCE ONLY THEY WILL BE CONSTRUCTED PER SEPARATE PLAN AFTER So-CONSTRUCT 5.5"A.C. OVER 6"A.B. PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 110,521 S.F. 2%MIN. I 2%6 MIN. THESE TRACTS HAVE BEEN ROUGH GRADED 2 0.02'1YP. 2% CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY SID. NO 31I,CASE"C". 10 EA. 0— 29, Os GWI E MEANDERING - f�IIWA-6 DES,GFWALKOB O7 -CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY SID.NO.209 7,080 S.F.06'sPE A-6oCURtt of RNERsmE cUT10 CityE CURB of RIVERSIDE Lj CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 51,800 S.F. #2009a--CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 2148,AND DETAIL ON SHEET 3 T7 FA 3.5'A.C./4^A.B.(MIN. iD CONSTRUCT ACCESS RAMP TYPE 1 PER DETAIL ON SHEET 3 1 EA. 17 TO BE DETERMINED By SOILS ENGINEER 11 CONSTRUCT CURB OUTLET TYPE"B"CASE I INLET PER CITY OF LAKE ELSINORE SID.NO 300E 1 EA. 72 CONSTRUCT TEMPORARY BARRICADE ON SKIDS 12 EA. VILLAGE PARKWAY T.I.=5 13 REMOVE BARRICADE I EA. N.T.S. DESIGN SPEED=30 MPH 8—CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD. 501 (9,500 LUMENS) 14 EA. STREET LIGHT LOCARON PER DETAIL ON SHEET J. 15 CONSTRUCT MEDIAN TAPER PER CITY OF LAKE ELSINORE STD. 127(TRANSITION LENGTH PER PLAN) 11 EA i6 NOT USED - 17 CONSTRUCT 3.5"A.C. OVER 4"A.B. PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 60,250 S.F. 18 INSTALL IRRIGATION SLEEVING PER SEPARATE PLAN N/A —_- INSTALL CONSTRUCT 8"ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STD.NO 207 115 L.F. @ INSTALL T(MIN.)GALVANIZED RIGID STEEL CONDUIT PER STATE SID.SPECIFICATIONS FOR TRAFFIC SIGNAL 435 LF 21 INSTALL 5"TRAFFIC SIGNAL PULLBOX 17 EA, T2 FUTURE SIDEWALK PER SEPARATE PLAN N/A 23 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.502(22,000 LUMENS) 20 EA. STREET LIGHT LOCATION PER DETAIL ON SHEET J. 24 CONSTRUCT RETAINING WALL TYPE I PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD 430 LF 25 SAWCUT AND REMOVE EXISTING SIDEWALK 1,060 S.F. 26 REMOVE EXISTING MASONRY PLANTER 90 L.F. (5-INSTALL 2"(MIN.)GALVANIZED RIGID STEEL CONDUIT PER STATE SID.SPECS FOR TRAFFIC INTERCONNECT 1,550 L.F. STORM DRAM CONSTRUCTION MORES OF 51 CONSTRUCT 18"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD, NO.M815 344 L.F 52 CONSTRUCT 24"RCP(O-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 515 L.F. 53 CONSTRUCT 30"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 269 L.F. 54 CONSTRUCT 36"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.U815 170 L.F. 55 CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 3 40 L.F. 56 CONSTRUCT 48"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.U815 560 L.F. 57 CONSTRUCT 54"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.MB 15 340 L.F. 58 CONSTRUCT MANHOLE NO. i PER RCFC&WCD STD.NO.NH251 5 EA. 59 CONSTRUCT JUNCTION STRUCTURE NO, 4 PER RCFC&WCD STD. NO.JS229 1 EA. 60 CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD SID. NO. U816 2 EA. 61 CONSTRUCT TEMPORARY 3'WIDE CONCRETE V-DITCH PER DETAIL ON SHEET 3 750 L.F. 62 CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.MH252 3 EA. 63 CONSTRUCT MANHOLE NO. 4 PER RCFC&WCD SID. NO.MH254 3 EA. 64 CONSTRUCT CATCH BASIN NO. i PER RCFC&WCD STD.NO.CB100 10 EA. MARKED"NO DUMPING, DRAINS TO LAKE' WITH DAS MANUFACTURING 3"x 5 1/4"DURACAST STORM DRAIN MARKER 65 INSTALL CMP RISER PER DETAIL ON SHEET 3 5 EA. CONSTRUCT TEMPORARY HEADWALL PER CALTRANS SID.NO.0568 1 EA. 67 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 3,700 S.F. 6 CONSTRUCT TEMPORARY GUNITE DITCH PER DETAIL ON SHEET 18 750 L.F. 69 CONSTRUCT TEMPORARY 24"CUP 14 GAUGE&BEDDING PER RCFC&WCD STD.M815 30 L.F. ?,1A4 DV 6123♦ly _ REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: WILSON MIKAMI CrrY OF LAKEELSWQRE �j 9 CORPORATE PARK, SUITE 100 TRACT II 111 Q n II pR0YE5Sl0,yg7 i � CORPORATION lyn Ll —A IRVINE, CA 92606 SHEET SCOTT M.YALSON DATE T: 949-679-0090 STREET �p��VE��T�+PLAI�MA AND C +Z RCE N0.PLANS H EXP. N REVIEWED S7 1 REE 1 SEC AND OF No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE PoTH THE SCALE;,AS NOTED BENCHMARK: /ry�����pp��� �#/� # r.v�-al * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS CONS5 1! CMION NOTES 24 MARK as slgl7, STATE LAWS,AN A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF SHEM _ croswMeno-�u oe,.In AnYv�w DESIGNED BY: MKW DRAWN BY: ECS,RP OF vCAUF DATE:"y/ CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON WALTER E.ALLISINJ,RCE 5448,aAk ENGINEER EXP.a12 3Y 2014 =��,o f OF MISSION TRAIL. W.O. FOR: F.B. FILE NO. GEOTEXTILES SPECIFICATION when handling any fabric. Fabric may be unloaded or handled In one other Overlaps at the ends of roils shall be in the direction of the aggregate 1. STRUCTURAL CONCRETE SHALL CLASS"A". following woes: than stitched for Nonwoven fabrics with a Grab Tensile Strength greater man 99 Es. or Woven fabrics with a Grab Tensile Strength greater Placement with the previous roll on top. 2. DIMENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 3"CLEAR UNLESS OTHERWISE SHOWN. 40 DEFINITION$ ) man z90 lbs. If the fabric is overlapped,the upstream or higher Panel 0 By placing slings under the rolls:or When fabric intersects an xisting area,the fabric Shall extend to the edge shod overlap the downstream or lower panel. When of thetl, The sreq shall 3. CONCRETE DIMENSIONS SHALL�MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE,AND PARALLEL TO Geotextile. Synthetic fabric used 1n civil engineering applications serving 21 ey using a pole inserted through o hollow core,providetl the pole have seam breaking strength of not less Than 807.of rile minimum required of the old system,and the end of the fabric shall be anchored. OR AT RIGHT ANGLES(OR RADIAL)TO CENTER LINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. the prlmgry function of separation,filtration,and pavement reinforcement, extends i foot munimum beyond each end of the core,and lifting fabric strength. The size and composition of the stitching material-a On a -meet subgrade,tabric widths Shall be selected such that overlaps and handling Outside ore end.Cof he only that portion of the stitching pattern Shall be ODProv80 by the Engineer. The stitching yarn 4. LONGITUDINAL S1EEI-SHALL BE LAPPED 45 84R DMMEIERS AT SPLICES,TRANSVERSE STFfL SHALL BE LAPPED 45 LI4R DIAMETERS AT SPLICES. Nonwoven aeotextiles shall consist of tong cnain,polymeric filaments of of oorauel rolls occur of the centerline and of Acne lines. Overlaps snail not pole located outside the ends of the core;or shell be of a controsting color. polYproYlene.polyester,or nylon. The fabric shall be a Stable network of _ be p!ccea along anticipated main.wheal path locations. Tile base aggregaT@ 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION SIRUCNRE OPENINGS. fitters which retain their positions relative to each other. 3), By hand. sho.�.be P'.ac en the fabric in such a niter hot w,a,,rutting of anchoring of rile fabric at terminal ends and top and bottom of the sides aggregate ove- The fabric is limited+o%2 inch. Lightweight dozers shalt De 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE NO STAGGERING OF JOINTS WILL shall be accomplished through the use of key trenches or aprons as shown used if necessary. Equipment moll not be allowed directly on the fabric. BE PERMITTED.TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTER LINE OF CONSMUC71ON. woven aeotextees Shot consist of long thorn polymeric Yarn oflaments, GEOTEXTILES FOR DRAINAGE shown on the plans. if the geotextne,is placed in a vertical direction on polyester topes y muifiThe fabrentsic of tope and nonwoven Yorn of netwopoiyprk opyiene, Trench Dr ins. Geotextiles for Trench Droins shall be placed in accordance me slope,there shall be no end joints between rolls. polyester or nylon. The fabric snail a woven into a stasis network and with th oilowin Before covering, the condition of the fabric should De Observed by the 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM the edges of file fabric shah r selvedged or surged In such a way that 9 Provisions. The faDrC shall be secured with pins placed on 6-foot centers at the mid- engineer to determtne thct no holes or rips exist in the fabric. All such the fabric will not unravel or troy Burin installation or usage. g THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURE DETAILS. q Placeme t. Fabric shall be placed In the trench according To the praiser pain- of -he overlaps and btdnq the top cage of the slope. Spacing of occurrences shall be repaired by placing d new layer Of fabric extending8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. Physical Properties. Geotextiles shall meet the requirements for the type plans. he fabric shall be Placed loosely and seated firmly Into the corners pins shall be•educed to eliminate tearing of the fabric. Pins shall be a beyond the defect in all directions a distance equal:to the minimum overlap Indicated in the Table on page 7. heat bonded fabric Is used,the banded side shall be placed to the inside minimum of 12 inches long or of sufficient length to prevent pin movement. overlap required for adJOCent ro'.Is. 9. NO SPLICES/N TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON of the trench and the fuzzy side shall face the outside of The trench, The outer stone cover shall be thick enough to completely prevent pens- Identification. Geotextiles shall be furnished in rolls wrapped with protective against the native soil. Overlapping,.If necessogry,shall be a minimum of 12 trotion of s night,unless a beading layer of a ?THE DRAWING WHITEOUT APPROVAL T THE ENGINEER. S. MORE THAN TWO SPLICES WILL BE PERMITTED inches, Damaged fabric shoe De repaired at Contractor's expense by placing aggregate I particles greater GEOTEXTILES FOR PAVEMENT FABRIC cover--Tile fo protect airsthem within 8-hours loret using on approved rovand abrasion. Tom B in size Than the openings in the outer stone cover s installed first. IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SWILL BE STAGGERED. wrappers snail de repaired Rhin 48-hours using On approved protective new fabric over the damaged area Thor meets the overtop requirements. Geotextiles far.pavement reinforcement shall be planed and pdtrJ for in 10. CONTRACTOR TO PROVIDE ONE FOOT MINIMUM CLEARANCE BETWEEN THE STORM covering. Each roil of fabric shall be marked or tagged to identify the Fabrics sholl be covered as soon as Equipment or venicl@s snau not be operated on the fabric. Damaged fabric accordance with Subsection 392-7. DRAIN LINE WHERE SHOWN ON PLANS. manufacturer,type,length,width,and Production identification nullber. er possible after being placed,but not shall be repaired at the Contractor's expense by placing new fabric over hen ih. 3)calendar days after placement. Fabrics Jett uncovered the domaged area in a manner -hat-stS the overlap requirements. SampMp and Test Compliance. A ire quallt shall be mg accordance of with near f s than .ee(3)calendar days Shall be Provide tl and rejectetl. USAGE Fabrics shall be covered as soon as possible after being placed,but not ilf B p01 o{ r�anu a fur o ensure quality�conatbf�of�y shall De wlprnovedM T er_h sitles an Dose shah be excovatsd To prov!tle a smooth surfoae tree later than three(3)calendar days after placement. Fabrics left uncovered Fallowing are the norirgt uso9@s for each type PobriC. Special conditions nay arxl Other Engineer. T testing dry surer. T of dice*ructions Va^.a debris. require a determination by the design engineer. •4WI1 1 rf G" IN IG VM� by the Engineer. The laboratory shall maintain records of its'qua1 ty control for mxe than mree(3)calendar days shall De removetl and rejected. results. At-alocem of the granular fill,the two edges of the geotexttle Mensurew+ant and P_rt. Measurement and payment shall conform to SUDdrdins - Type I nonwoven fabric THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST A manufactur6r's certificate shall accompany the shipment and be delivered protruding at the top d- the trench shall be overtopped one foot on top of Subsection under"Geotextiles and Drainage". BE INCREASED TO PROVIDE A MINIMUM OF 2 INCHES OVER THE REINFORCING WHEN THE to the Engineer prior to Installation. The certificate shall include: (a)name The granular tilt, and then son or other mgteridis required by the project Silt fence - Type I woven fabric DESIGN VELOCITIES EXCEED 20 FPS AND 4 INCHES WHEN THE VELOCITY MEETS OR of manufacturer: (b)chemical composition;(a)product descriptlon;ed) lot plans,shall be cornpac'ed in the trench to the required grade. I, and test results;and(et signotoure of an authorized official. A GEOTEXTILES FOR SEPARATION - Separation - Flood Control Channel: EXCEEDS 30 FPS THE CONCRETE DESIGN STRENGTH IN THESE REACHES SWILL BE unit is 600 square yards or one roll,whichever is less. A lot is the units Measurement and Payment. Geotextiles shou be nlsosured for payment Dy the subgrade Enhancement. Geotextiles for subgrade enhancement shall be type n. nwo�-e fabric on top of gravel blanket. FC=5,000 PSI AT 28 DAYS. produced Dy a single machine on a single shift without interruption but not square'antl o{ {aDriC placed,not including any additional fabric for overtops - pldcetl in accordance with the £oilowin provisions. ` to exceed 4000 units. The number of units tested within a lot shall be equal or splices. Payment shall include comensation far labor,material,e ® Hype:: r.Onwoven fabric on top of soft native Soil. equipment, Type ill n .en fabric on top of loose, toaKy overlaps, and performing ail operations necessary to place the fabric Plccemen T. Outing grading operations,care should be taken not To tlis TurD to.but not less than,the dupe foot of the units in whole lot of ca tiOns according to the plans and specif idatlone. r cart{y the subgrade. This may require se of lightweight dozers.e• native soil,v of a number to be rountlea off t0 the next higher whole higher'numbed. to- low Strength soils such as saturated cohesionless or IOw cohesion soils. Roadway Section: Unless a greater number of tests are required by these or other applicable GEOTEXTILES FOR EROSION CONTROL - Type I oven or nonwoven fabric on toy of firm R/W ( STREET LIGHT STANDARD specifications:a minimum of 8 tests hall be performed in h of the Principal ` Once the subgrade olong a particular Segment of alignment has been material. directions for each unit tested. The average of test values m v hot be less Rank and Share Protection. Oeatextlles for Dank and shore protection shalt D-spared the geotextilo sh017 be unrolled in line with the placement of new Type 11 woven or nariwaven fabric on too of soft than specified. In the event of any failure,the entire let w01 be rejected. be placed in accordance with the following provisions. aggregate. The fabric should not be dragged across thesubgrade,antl material. ma entire fabric should he placed and rolled out as smoothly as possible. Type 111 woven or nonwoven fabric on top of loose, Storage nod Handling. Fabric shall be stored o clean,dry surfaces, free of Placement. Prior to placement of fabric. the Contractor shall construct d foreign substances such as grease,oil,point,epoxy cement r any Other subgrode in accordance with the plans and specifications. The fabric shall be Parollel roils of fabric I',cll be overlapped 18 inches or sewn if required by mucky m�teriai. SIDEWALK(TYP.) substances which would hove a deleterious effect on the fabric. Whenhed the plans or Specifications.Placed min loosely,fnnT in a Adjacent borders a condition) aligned,and placed in a manner Bank protection - Type it nonwoven fabric below riprop. I 2% CURB FACE stored in outdoor areas,fabric shall be kepi 1 foot minimum above ground to minimize wrinkling. AtljaCent bottlers and ends of fabric shall be over- e fabric shall be secured aim pins plccec on 6 Edict centers at the mid- level. Tile Contractor shall keep the fabric In its'protective covering until lapped a minimum of IS inches or stitched when sin Nonwoven fabrics with a it is The for insfallation. Opened boss shall be covered by a waterproof g activ of all overlaps and at the edges c maintain them during construction Shore protection - Type III nonwoven fabric below shore armor. cover. No hooks,tongs.or other Sharp tools or instruments shall be used Grab Tensile Strength of B0 lbs.or Woven fabrics with a Grab Tensile Strength activities.ies. Spacing of pins shall pe reduced:f necessary to eliminate 9 a of 200 IDs.or less. Borders and ends shall be Overlapped 36 inches or tearing and movement of the fabric. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY D�8 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STJ FN e 'er-/w S/ .oar".e Gwwir-/S-w«s/ "a G✓e��,a-v,.nir-/s-9/ +om"v"a G Pw wo-�/ STREET LIGHT LOCATION �'P PPro ""°"`w"" 1808 �V18ea:a B6 ee.l 9l 1 14 23 wa.z �ww� 180$ a�P..w:ne,.a,_;..z �"l=�x"".t;-I<el "� >.e,-H,2 sl-salNTS nma 11,c s..l"ea set-w-uel CC o."d:s" s" coo.va sae.e,-,�zGEOTEXTILES sHT.1 of s GEOTEXTILES EOTEXTiLES "< GEOTEXTILES SHT.3 OF 5 SH - #4 REBAR - - NATURAL GROUND TABLE OF MINIMUM TEST RESULTS 3. 4" -0" 4" WELDED OR CUT SLOPE 6"x 6" - W 1.4 x W 1.4 W.W. TYP. 4" 3' NON-WOVEN WOVENit (: TYPE I. 11 111 REINF. 1 11 Ili IV ��+ OPTIONAL' +� - /P x 2" STEEL STRAP - PROPERTY TEST REFERENCE h X 12" BENIAII� �/` WITH W x 6" BOLT GRAB STRENGTH, DOWN DRAIN ANCHOR I \*k / " I F:L. + #4 8�S ASTM O 4632-86 99 IN2� 90 90 200 270. 200 lbs.,Min. ,•+ 2 + _ GRATE ASSEMBLY F 40 / NATURAL GROUND ELONGATION,(at peak ideal OR CUT SLOPE - X.Mn ASTM D 4E32-86 50 50 59 i0a 25 25 25 35 ADJACENT - '- PUNCTURE STRENGTH, - FINISH GRADE 1.5"x1.5" 17 CAGE ASTM D 3787 45 s0 Ito N/A 30 70 110 1 100 'icy ip SEE DETAIL ABOVE STUCCO NETTING ms.,Min. - I I I JI TG ELEV 3" THICK CONCRETE PERMITTIVITY, F.L./ 05 PER PLAN sec$Min. ASTM p 9491-85 .7 .7 .7 N/A .02 .02 .02 .04 ...g 4 BARS r; �" I * DOWN DRAIN ANCHOR �I'' CMP RISER 1-'z' DIA. RST STRENGTH, CONTRUCTED EVERY 10' SIZE PER PLAN O HOLES 10"-17' O.C. pat,Min. ASTM D 378E tB9 329 AR9 N/A 200 400 50e 490 SECTION )(-)(. IN VERTICAL HEIGHT AND `'• r TEMPORARY CONCRETE V-VI 1 CI y��A - AT TOP & TOE OF DOWN •� AND STAGGERED. �i 0 PROVIDE GRAVEL PACK 2"-2.1./2" DIA. AROUND N.T.S �1 TOUGHNESS, 7..Elongation g" DRAIN. 9f 2' MIN. RISER TO ABOVE HOLE LGCATIONN ) 5,500 19,M0 15,009 N/A N/A N/A N/A N/A NOTES: - . lbs.,Min. Grdb Strength - TO PREVENT SEDIMENT FROM ENTERING - - � � DOWN DRAIN TANDARD GALVANIZED ULTRAVIOLET RESISTANCE, 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH AT,28 DAYS OF 2500 s.1. CONNECTION BAND 79/ To/ Te/ 79/ 70/ 79/ 70/ P• 8" MIN. TO 12" MAX. _ X sir.Retained/ ASTM D 4355-84 N/A/500 1880 l5s9 /500/500/509/E00 CONCRETE MAY BE PNEUMATICALLY PLACED,AND SHALL CONFORM TO SECTION 2621 I- - Weatherometer Mrs. OF THE UNIFORM BUILDING CODE. RAbIP I�') ,.1 .,Ni.oz/sq.ya. N/A ovA WA 5g N/n N/A N/A Nra 2. REINFORCING SHALL BE 6"x 6" - W 1.4 x W 1.4 WELDED WIRE MESH (W.W.M.) OR APPROVED_ (/'��"c`- EQUAL. RCP OR CSP STD, CSP 3" G�JNITE- FABRIC THICKNESS,mils N/A N/A N/A t0 N/A,N/A N/A N/A PER PLAN TEE 8„ 6"x6-Wi.4/ I I, �,G J SB 3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION MIN, 1.4 W.W.M. I OF THE CITY ENGINEER PRIOR TO PLACEMENT OF ��yN DRAIN DETAIL�� FLOW .. _ O - •Minimum roll overage in the weakest Principal ao-ectton. CONCRETE. MOISTURE LOSS RETARDENT SHALL �� BE USED WHEN REQUIRED BY CITY ENGINEER. N.T.S. CONCRETE COLLAR , c _ t - 1 w ;`' :• 7 w� O ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN SET TEE SECTION tN IT ° " o O+ O CONCRETE FOOTING.& `� roof"vw w SIDEWALK PER TROWEL INSIDE TO GRAIN *"a,s,x e,„z se �,;:@-,a 1808 - / PLAIN CURB AND CUTTER or v"o/mc work" FLOW LINE 1 4 TAN OR ANCHOR BLOCK MIN. 5 SACK C.Y. G HEADWALL PER (1THERWISE PLAN - PROPERTY LINE / GEOTEXTILES �� PER PLAN CONCRETE OR METHOD APPROVED - S.T.sH T 5 of 5 DETAIL - - - BY BUILDING OFFICIAL- PLAN •. O O O O CONSTRUCT ACCESS RAMP PER C111'OF LAKE FJSNt7RE •,- -^' -"'- STD.NO.2146 AND DIMENSIONS PER THIS DETAIL Oo000o0 CMP RISER DETAIL (privately maintained) MIN. MAX. TRUNCATED DOME DETAIL 0 0 0 11 TRUNCATED DOMES PER R=25'OR 35' BCR _ _ _ _ DETAIL HEREON N.T.S. D 1 5/8" 2 3/8" z I 4'MIN. '(q�2 F - EXISfMIG R4VEi1lENT NEW PAVEMENT GE0SEGO A-A O.C.EMA.STDLE I.��ElC PER E HEREON E 516"116 f 1/2" • CURB AND GUTTER� 1 4 TON OR SIDEWALK TRUNCATED DOMES F 7/16" 3/4" _ 411 5'OF VARIABLE `�'1' SE NOTED ON PLAN PLAN o " PER DETAIL HEREON 2' 8" TYPE 8 CURB - 0 AND GUTTER DEPTH COLD PLANE MIN. I " G 7/8" i 7/t6 G AND OVERLAYEXISTING� E OQ QO CROSSWALK ° .8" C.F° O`'GC'F 8„^C:.F NOTES.: O��Q�O DO z o O O 0 <°8"TYPE•8A CURB W/ PLACE TRUNCATED DOME DETECTABLE ELEVATION 0.10,MIN A CURB TRANSITION WARNING TEXTURE IN THE LOWER 24" OF - •8+ 0.5' 4'MIN. HEIGHT AS NOTED THE THROAT OF THE RAMP ONLY. O W i h LEAVE EXIST. BASE I 0" C.F 2" C.F M 2" :F 0" 0.F - ARRANGE DOMES USING IN-LINE PATTERN � (UPON APPROVAL O O� • �� - ONLY AS SHOWN. COLOR OF TEXTURE OF INSPECTOR) - - 0C5(J O O (COATING) SHALL BE SAFETY YELLOW IN co COMPLIANCE WITH ADA SPECIFICATIONS. PER PLAN 5.0� 5 OTC NOTE DIMENSIONS X=6'-8"AND Y=8'ON. UNLESS OTHERWISE SHOWN ON PLAN s sqr « 5's/W SAWCUT AND JOiN DETAIL MAX. MAx.: TRUNCATED DOkE DETA N.T.S. RIP RAP PAD DETAI 6 ACCESS RAMP DETAILO N.T.S. N.T.S. - N.T.S / 3 / m - 0"C.F 2" C.F 2' C.F o-' .F REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: - CITY OF LAKE B-914QRE PT 9 CORPORATE PARK, SUITE 100 VARIES-�-I I-�VARIES�I II 111 •� A II QROFESSTp `9 WI LSI7N MI KAMI IRVI IE, GA 92606 �T NO.39�1 SHEEF I I I Lvill 1111 �U, O ODA PHASE C CORFaGRXTIGN T: 949-679-0090 DETA�.S SCOTT M.YWLSON ATE o - s, RCE N0.49684 EXP. 09/30/14 ACCESS RAMP TYPE I s No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: 9 OF N.T.S. E.P.W/3a/14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24 tom} /�J�J����207 P Jt 01Vt- �P STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF cdtOPuxavg"pop„iav DESIGNED BY: MKW DRAWN BY: ECS,RP D CALIF DATE: lii/ Ca2YDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE S✓♦EEFS - CHECKED BY: MIN PROJECT MANAGER: SCOTT M.VALSON ALTER E.ALLISON,RCE 5448, ENGINEER EXP.12 31 2014 /�� MISSION TRAIL. W.O. FOR: F.B. FILE NO. :, T7777 Tr J -, r - : k � t I 34T1`V.O ( y t y I I r J ............. :Nu•� ob�i OCON.�?....mc�O�i�N(^yi �oh+M,M<:phbOZ+a�o ooa mc�c Gti:P o»�+O R 0O�.'6 40%oo�VT i.�nbN::G 3 2uwonb:;1�Ym�.©c�Ion� \,ry bNg..:..'.::.... S�iI N"•-� c�.ii N�^ •°�gonbm�h$,^y I,:..&' rn� whb..:.::.^ ho+Nvb,;'. $^+mo'.hbw g,+c,hN PI....5.:: 7-+50.O•£7%-::.: t$b2 6fi�»N4..8 L.549�$��.. _ rro of , I:::;•r - ::z , , NdJA 414 414 4/4 i: 1263d/4 df4 a/4 d14 PCi 6+2500 .73 $» N + + g t +O 49 t 1,0009 i. I: t ;ia ^ �y �+ oo.:.:c»o ©.cv g ra''s g�x c°''S a to p O fp,t]U II.W �ap''..:b tt O b »4tl ;..+N Ey Kb^ hg,_v o N(k� hm rn-5p�N'84 MR'-`1' ' yr�v� 2 b -� N N p.Q, N '.._..O M # + hA 182 N_::ol'C. .:v-. ^ hh bRi g'. e br.,_.g m PORTION Of� U p b. h'-- ..;.. t-N:. p"',n ...b + •.Nra b w b-- -;. , ..: +^+. `' o¢,,`+ 33D_.VC. _.u�er `.: .ai m ,m�:o'`°.'b S N h.e,p_o a, ..I. t I KNa0�::'i- + + rn ',O mry:.: ty+�y N.»O._ •�.&�i :. „_.. , t.. _ S.... ��m v n b ,u+�+.N #rr:� :.: � v b :. ,.. G7: ,00O%;.G2: d106% - d ?EL: f26348 .�.. r v.,.. ,b �;,." ac_. _- 1`278- . . „'©`� .;02:-.T::OOD9o' m -io+^'�m,n.�N.�..r;m.,. :.'_,„ .,,,_,,,,,,,,,,,,_ ._ ....,._ P:1.:-fr7+50.fJ0-;-El>1267,26 -a POR77ONtOF230'Y.G.:: .L.`64+250 EL:.._}..: *,;:.N*,,. >^ t t91o'.sv,. h.iN 4 204,2i , w - i t r P-0RT10N-OF 3d0'Y.C. + v - off' ,o v b- :� S:: G7:= 0,640% G2. I�000% b - N m '`' x:: rI "P I.:67+50.DO;Fl.: 1267,26 N oS N ` R t 90'PARABO41C.TRANS. _ G(.Z: r <- ° ;:: - +w GT::1.000%;C2... 1.000% - .: V: .PORTION OF 230'V.C: P.1:64+25 DO o^ g «�: tp w 3 t } m + �+ v .-4- L=54361 OC t L-54.98' d/4 d/4 d/4-A/4 I 7i d4.SjA dfA d/4 N +..N + oN .}N 1IT b t 1 230'V.C. r P.I.:>64�625.00,£I.: 126,3.23 s +^ _ ,. .._...:m ..-- .,. .._::. „,, ... _..__;.._:: ........Lm....,.�...__ t I _ , : ! t t r ` DIAMO -[ E PROFILE I - `_ AAAJCR" 1 50MPH I r---, HORIZ. 1 = 40' , - VERT. 1' = 4' L� 3 ' ...............�_,,._„ .�1_.,....:. ...:��s � L .,.,::..�_�.. .,...3..._,.. t , t•. 1 t ,: ._.-t_ i ',.�,�}. .,1.,._.S .`Y_. _____._,.......�.n:_..,.....,.k._,,,.................:....,....,.__.._._.. .......«.,,..,t...,.., Q� _.x,.,.....».....u...... ,., ...'� ._...»,,....,3..�Z�S;.....w.._..�_...._..�,._......3___J.,_...e....-k..__1..._�..:.. 62 63 64 65 66 67 68 PLAN y PLAN NOT[E8 O} -CONSTRUCT TYPE A-8 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO 201, CONSTRUCT TYPE 8A CURB PER COUNTY OF RIVERSIDE STD.NO 204. 5�-CONSTRUCT 5.5'A.C.OVER 6"AB.PER GEOTECHNICA ENGINEERS RECOMMENDATIONS �L 1 r p Ptf)e • `�. "l--/ �ti - /15 r. 6�CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD. NO 311,CASE J1 J-""J rn t T' mom " "8 Q� �'PA y� 7o-CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD.N0.209 _ _ 2i _ 4 ]RAN3MTWN s �` L.A Ell ' `s} �. "`_ u " p s �_ - `� ,,, ( CONSTRUCT SIDEWALK(fWDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 4AL f� Z t _ 9Q-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD. NO 214B,AND DETAIL ON SHEET 3 c ANT. CONSTRUCT ACCESS RAMP TYPE I PER DETAL ON SHEET 3 ! J 61�'99.90 DIAMOND �17+64.21 SUMMERLY 12 CONSTRUCT TEMPORARY EWiRICADE ON SKIDS i - x- ----^^- REMOVE BARRICADE 14 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501 (9,500 LUMENS) - L _ 3 w., ® ' A• - - STREET LIGHT LOCATION PER DETAIL ON SHEET 3. CONSTRUCT MEDIAN TAPER PER CITY OF LAKE ELSINORE STD. 127(TRANSITION LENGTH PER PLAN) _ ,~ eg.- ! I a - �� *-^-•- - 18 INSTALL IRRICA17ON SLEEWNG PER SEPARATE PLAN CONSTRUCT 8"ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STD.NO 207 _ Z Q,u. -I-- t ZO INSTALL 3"(WIN.)GALVANIZED RIGID STEEL CONDUIT PER STATE STD.SPECIFICATIONS FOR TRAFFIC SIGNAL W 21 INSTALL 5"TRAFFIC-SIGNAL PULLBOX ',ter '�""'•" _ Z -FUTURE SIDEWALK PER SEPARATE PLAN _ - - - �'""=^° .,I g 23 CONSTRUCT STREET UGHT PER CITY OF LAKE ELSINORE STD.502(22.000 LUMENS) CB 17 8'-4. � - ^ �' �$ - STREET LIGHT LOCATION PER DETAIL ON SHEET 3. pippp �-j ,� ,� I-' _ _____ C+ __ _ /A 77 INSTALL Y(MIN.)CALT ANIZED RIGID STEEL CONDUIT PER STATE STD.SPECS V,6� �V bb Oi,y b0 1 . •+'�'v�� v .; +�' x+ +"�� o` ' 4 - ,, _, _ R/W __" ""'«'�y TRAFFIC ONNEC ""�'J tlt INTERC -- EAL .� J�'�T� 3 RIW LOT LK tg oci`.i •ri "+ +` u �"� 0.6 _ 23 ry I 'STA f39.21 I `? * 10' 6'' 16' 72'-8" N N CB 18 qti .1'i "' I 24 I{ ' < 23 Ln PW I IANLOOT LOCAL DEPRESSION*17^ LOCAL DEPRESSION#18 Y ,., LOT 10' _ 2� GRAPHIC SCALE CURVE TABLE 2%-rT3- ?�¢SI. a• o 2W w w• ,w CURVE LENGTH RADIUS DELTA TANGENT Ct 333.66 1600.00 11'S6'S4" 167.44 DIAMOND D• '••" `FUTURE SIDEWALK F C2 Gi 6.28 2.00 180'o0'0o" INFINITE SECTION D-D CAI FEET C4 54.98 35.00 90'OO'00" 35.00 I ices= 40' rt. C5 54.98 35.00 90'00'00" 35.00 REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINOFE C6 6.28 2.00 180'0000" INFINITE 9 CORPORATE PARK, SUITE 100 II 111' pROYE$Sl / W/LSON M/KAMI TRACT NO.'. Q(}-1 lvti hQ`�o V"'Y/l off^, SCDTT M. LSON �`_/� CORPORATION IRVINE, CA 92606 STREET NPROVEMENT PLAM MA PHASE C SHEET co 325.32 1560.00 11*5654" 16325 RCE NO.49884 EXP, 09/30/14 T: 949-679-0090 �y������ 4 C9 332.20 159JXO 11.56'54" 166711 �" � L_ DLAMOND OF 34.81 159Z00 1'14'56 iZ41 a No.weea THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE PATH THE SCALE: AS NOTED F BENCHMARK: Ery 09/w/14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND -RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24 u 1 342.00 1640.00 11'S6'S4" 171.67 G� �,�,� F ?OM sTA.62+40.90 T®sTA.68+00.00 I 210.09 1607.00 729'26" 105.20 °0 0 0 CS�N 0 6 0 .Y ChUF \P STA LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST MISSION NORTH OF"1"INTERSECTION E SHEEP$ CW2Ft6W ftVD hpasses DESIGNED BY: MKW DRAWN BY: ECS,RP DATE: l%1RYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON TER E.RLUSON,RCE 5448, EN(4IVEER EXP.12 31 2014 1. MISSION TRAIL W.O. FOR: F.B. FILE NO. I f 190'V0. t € P.L:-77+9DO0;Et.: f273,57 r € GI,t-58@%;-GZs 0.607% i `_t'3498'O.0 ppDV nN h� M +M �4N ]^m +NCO^M1 NW mt h I: • PORTION OF 360'VC. 1-0.607% , x . x :u h - -+-9---� _ m ; ,- P.L.1:71+00.00;=:EL: 12t 2.98 : o`D d v- p h m Cz: h o ',.{ to M.N .::.h M�y voi m -`•' , I 1.. + " a G i,.: 1.000%;G2: }.#97% t ¢3:74. OC p hN+ Y cm-,,, PORTION_OF-360 V_C. L=S3.74 C TOP OF wESTvr� D € o-In u i:.. dfW d/4'dJ4 dj4 ,,>`tom b n , > . P .:.7 . .... > ^^ 8 aw ry Ics o•o- o r. u .1,._..i+00 00.E/.. 126T.98 - {:-�/4 d/4 A14: 2 1 N °n°.:(may .o c, .. .o,n - h -p'r -i O:b :'. -D:"• O h W - "Y� N O D W 1 d M .: G1._. 1.000%.,_G2. 1.49,X ^ m _.uw trir N +-.' a t273.62 s :.- - D ,. +N 7.90 o Np 149T%+• ,- .,Y.E...,. fi174135 - a o o h 4.586% GI: 1.586%:G2s-E-0,607% t , 'n• y t:+S3+ N ^ "1285 ®4 � �. �. ,,;_. . .::_ :.; _ ,.,,,,,:,, ..WOI?FKlN OF t8 D N - . .: v 77f90.�;fL::1274.5$ t ., g.m s3 N w.,.o man, o. w h ... 90 PARABDLIG TRANS. -�` ..u�m h.. m t "' . G i. T:586%;G2:.-0.607% n a n pp ��yy N M 497 , . . .. , ,.,.e •>'es u-. 1..... ; t..: .. l SK 4... / .� - N D v3:..O N _ O of-F .D L^0G0�. , I F ; ..• + _.O m � ........ ... ,...4A m.h.. � ^ N h.. �:.,.°' h ,cstrn ��.. <.+...,. u. N-UU :.. N .. m c5 O,0..,p _..."h O_.i...._, o a.0 O Y N M O N h m ._t mh m _!!Y �, v,......sP. o __ TOP� - -� vv u�:sp. y,ki h xO00 m ..... #,q+. �YY. 2� N.: +� N- :..N +N ,,, .^..h.. PORTION-OF ._... a , + m + + o a + N e o _oW 1 MEDiW CURB .... Oh.,, =Y:G. Gy:.t;497� :PORTION 360'Y.C.p ... P.I.:71+00.00 ho 1273.62 .: PORTION,OF,360 Y.C. ?y, EL, 7263.23 GI; 1.000%,G?. 1,497% m+N +, ` - C-Yb o... ^ Btl:71+00.00 EL: i263.76 m' :h "' i ....; =-u Yo "- t =34.98 OC.::: -: i -G1, 1.006%,G2. 1.497$ , too �� w o us q-:^• -i-.L1.{ .t...: to vn ^a; o m w.: Ki 'PORTION OF-360 R!C. '_. P.I.. 71+00.00.El.. 1?63.76 r�o �tl PARABOLIC TRANS. , y M m ::In o,c o a N.tn2 "'' o o m vbi -:- N � +N `r';+ o -.+ +N P.I�: 71+00.00 EI: 7263 76.. m _.�i.., +N `m' m t � +t'1..... ._.._ftYC +N:N.:N^' N._ . p :-} PORTHOfl OF360:V. . +... h.. h TDP OF .Y }`t°� as 8.:% .: , d^ m. ¢a ,e h - a .:: ,n D.M C h h ^v ^ 1. 1.000%, G 1.497% h 5 N N E Y o IQ N, '.r t 1[S,.: ..<. 1c K> ...e }.._.:. ..... :.:.. ., _. . .........t. _,.........".. .......,_ h :;,.:, ._..... .. :.„ A�DlAN.GURB ...,",, l�. . :__ .,....r-;.-t.,,....,.. .'.; , ..........._.__.;. .._ .-1- .f!T 5 CL �. Cj N ..O N pp vtf}}p gyp._. • M:...'�is5 , 'Y 1� O- OI 0:.4f =.N. -.<p O h tdf ... N c Q. G1...--_1.000%Vm (� :::- t , ::po w ..• a.. + ::_ _.._._� . __ , { R YY33 1 :n N ..tCf • :._ (�,yy m N p c0 vS'ccqq© p b ,..0 t A'.: O. 1^ W.,.h +N ,f. +4 t1^O m..:'.N^`'•'Y«4.N<Ciiry N^ 1.4979 X'i - m ✓n O O ..y.. :H�CdN.::: n�.. '� © -: 14.' -'�:'`-`*N;.o..•- n m cw'v"3*h N PROIP,FINISHED N m * m a o h ho +N^m oh gN c �"�w omoo` D ax g g; �° m � rn .:::n _ h`N° . to .... ...Y.;u.: AT CENtE1BLIN1: < o•a: I Y° N :I� t TTk'�FAST�'LY CIM9 � O.� �tM¢t YY GI-. >✓4 ' r.. , �� 'p ... ^ N o � ti h m - 190,•d L~ L:: N O.:O::+P M 1 O mm *.-. +N-tp h - N ^.. O :o. P.L. 77+90.00'[lT.: 127357 + +�' + 1.586%F..G2S-tl.607% (: a f0 b b t� h h N lam.. h h t i � N u PROFILE t , ,o .. -€ HORIZ. 1 = 40' i+oQ.oD.E.. r162,9e VERT. 1„ 4, _ __ i r; ,, c1: -1.QDtl%;G?. r.497% ( �J _ _: ., _ _ i _ -_.. i- t t _- E_ 68R/W LOT 69 70 71.. _. -. _ 72 73 74 75 76 77 78 79 LINE DIAMOND DRIVE MA"DESIGN�5D� � COI�sr� OTT 10' 6'Y -J6' FUTURE ! 1 1 11�11 1 t 1 YIl 1 CONSTRUCT TYPE A-8 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO 201. Pw Sw PROJECT MALT.LOT _., ,Y14 t N ,,. r>/ rI-F' C '�' 3 CONSTRUCT TYPE 84 CURB PER COUNTY OF RIVERSIDE STD.NO 204. I': 13 2' -I, `I �, So-CONSTRUCT 5.5"A.C.OVER 6"A.B.PER GEOTECHNIGLL ENGINEER'S RECOMMENDATIONS rmn 1 1_1 1 -J)('lam)1 ,I n �,.. t. {L y1I ,a ��x ;� 23 ry *`yGj, � 8� ry r�� 1 �n 6a-CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311,CASE"C. 2% Z;T a HID i E Eb z ro \ rn p N R 1 ^, a To-CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD.N0.209 P 15 u u X 0 1 No „�,N e @� Q X., X.� S,� ,L' Q�. AJ }; �L X s CONSTRUCT SIDEWALK(WIDTH PER PLAY)PER CITY OF LAKE ELSINORE STD.NO 211 SE ET 1 r f( + '' I Ir la 7 23 rj k, `� CONSTRUCT ACCESS RAMP PER CITY OF L.E.STD.NO 114B,AND DETAIL ON SHEET 3 - ...... ..�.T�_-._ -____'I h ~g a CONSTRUCT ACCESS RAMP TYPE 1 PER DETAIL ON SHEET 3 -� - _ e CCy� AX CONSTRUCT CURB OUTLET TYPE"B"CASE 1 INLET PER CITY OF L.E.STD.NO 300E BARRICADE ON SKIDS - -, CONSTRUCT TEMPORARY 13 REIVVE MWC40E CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501(9,500 LLM/EN5). STREET LIGHT LOCATION PER DETAN.ON SHEET 3. t , CONSTRUCT MEDAxN TAPER PER CRY OF LE.STD. 127(TRVM M/LENGTH PER B _ - oz��....-.' . .•• 1 s ate„ -^'"" CT t STR ET - �_ ry h ,,, _ --y 1,-- INSTALL IRRIGATION SLEEVING PER SEPARATE PLAN - a-. � :.. �--�•= :,. """"` - � �, - � , .I `" -�.�, '� `�� �'� 19 CONSTRUCT 8°ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STO. 207 w ' ;:.. �' '., u---^-�-". ..---�-- .'� ,-� '" �'"�-'-""'� '�--`"' -'.°" •^- ,-•-. - . '� "`" '";,= ' ; INSTALL 3" MIN. C+YYkI'IIZED RIGID STEEL CONDUIT PER STATE STAh�MR{! ON ._�---:- '' __ `a'i.,.,-.:.. - .�"` f S.35a'� .� - �'•".,` ;.,�.:.<"I ��"a�„� =�SPECIFlCAT S TRAFFIC SIGNAL TALL 5'71�FIC SIGIr9SL PULI.BOK FUTURE SIDEWALK PER SEPARATE PLAN ` _ .-' =""` t . •;.-,�:... - ..--"�--�No g R _ --�..� = .„, '.ul I+` „; " 23 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.502(22,000 LUMENS) ,,,, a I mot„ ..✓„_,'^'�; , a '#, / p `s S � �. .. �"'�+.,,,� '„ *� • _ - o ... f A. 75 B0. - , - TA. 72+8.22 �* ,, ,n � � `° ,. -,.;,,, 0 23 •x "--s.� +�' STREET LIGHT LOCATION PER DETIdL ON SHEET 3. ^ .z m V+ 1+85.41 Ob1MOND,DR.-"' �'� `"�" -.„,,, _ 7` 27 INSTALL 2"(MIN.)GALVANIZED RIGID STEEL CONDUIT PER STATE STD.SPECS -� € --^ .>r .,. �' �+o +24+49.86, TRAIL �i ""� =' -,„,� -,�>a, FOR TRAFFIC INTERCONNECT Le c y STAR 2 Ell `\�" ��•a �� 2 X"' n^ /vj' p 8 pp y�� p NN O NN oN N NN 'T �t (J. N o p s LE CURVE LENGTHDILS DELTA TANGENT '6 J ''-1- 3 4 ^ GRAPHIC SCALE CI 957.88 1600.00 34'18'06" 493.78 R/W ULOT 15 o, _ C2 33Z27 1640.00 11*4659" 169.23 C3 337.14 1607.00 12'01'13" 169.19 + CB 8 xc,+ I 95.14 1593.00 3'25'19' 475E 6'I 16' LOCAL D SSM#7 DIAMOND DRIVE LocAL DEPREswN e 1 x , \ '1.� / 1 IN C5 933.94 1560.00 34-18'06" 481.43 PW (LANDSXCAtE I.ixh= 40' it. C6 150.00 1603.00 521'41" 75.05 b V SUPERVISION REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINORE C7 6.28 2.00 180'00'00" INFINITE Y 10' F�j 9 CORPORATE PARK, SUITE 100 L8 53.74 35.00 8T58'53" 33.79 ll pHOFESSI �, r'D /Q/ W►LRPO CORPORATION IRANE, CA 92606 TRACT N0.31920-1 SHEET 9 Cd 53.74 35.00 8758'53" 33.79 2%. .b�0o M17o SCOTT M.NILSON DATE lw GO4YPQF8ATIL3fY STREET IMPROVEMENT PLANS MA PHASE C e 1 21.99 Z00 18P00'00" INFINITE <?���'fi3j RCE N0.49884 EXP. 09/30/14 T: 949-679-0090 5 412.02 1593.00 14*49,10" 207.17 S7�' y A � OF I 519.94 160Z00 1832'i6" 262.26 ooF __ o No.4�4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE SCALE: AS NOTED BENCHMARK: FUTURE SIDEWALK * e.a osiao�l» fi APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24 1 529.00 1640,00 16.28'53" 266.82 J' ccva p FROM STA.68'+00.00 TO STA. 78+86.75 I 6.28 2.00 180'OO'00" INFINITE �����0 0 0 /97F STATE LA AND A MIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION SHEETS SECTION D-D c 2wvvoft DoNhA& to DESIGNED BY: MKW DRAWN BY: ECS,RP I - DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE I 6.28 2.00 180'00'00" INFINITE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON WALTER E.AWSON�RCE` ENGINEER EXP.12 31 2014 OF MISSION TRAIL W.O. FOR: F.B. FILE N0. E d ; 5 I... ._5 ._ 50'V4: .............. _, a L 39.2T OC P.I.: 10+7500; ( {{ �, I i Ek: 1266,96 -[-}-- 50'VC,_ 2,158% a . f -P.+.; 17+50,00; GZ-0850% 50'V. ? E1.: T�65.67 of sv c>Es . € e F, G:0 5 --- a ::I 50'LGC..-- i; P.I.: 14+75 06; 1 2DR; a a m �.... ,.. _ L 39.78.OC ;-- _' 1 "I - r -..w.o �.. _. - P.1: f9+54:00• .... .. ...._.. _;m:..,,,, .. ;.. .._,_:._.>....., -.:._......._... __. �__,,__.. G2..,__1JJDA�._ ,, _.... ............... __.__,,,,_._.._. ._,_._ ... ;: ._ � .. ___ ._..:; ._.__.._::_ .,.,,,,,_€L.-3254.24.;; E..._399.L.r� � � 127 r t v v !$ c5 a TOP flF 171HFRLY'CURB _ r a EL: Tf6).67 _O1: 0.52OR; s' c> S:: ( �:.. d/'d/4 d/4 I a c� ep o a'.,�T oo a°o .per><i ¢i::w c wu�i� W�+ � -' ti C2 0.720% M1..V W O 43. 5 t0 .. N y�.i 9 Y] :-, a. I 1 «.. + M 7 ._ ..? 1 n .158%::..n + -: --r "rn^�i;;W 0,850% r- 9 - n``�' 60'PARABOLIC TRANS.:.. :1 �, : -: D,5 % � 0.72 cm a : •- h. o O..b t;`aO 6 v) p�iiaa O:W:O.O so: fl �� � �.� a :.O V V U � i..x: a i. �N b�-.V + ,.. w'`xs b.g Ja -+ 'd'n ^. .v .... o snn. 15z, .... >n....... `�?. .:::.� +..- .h w o to c7 c'+N p..N b i .. ._ n:a era 850% in..: y ... n�^+n5 0�.: [. ,.. ,.. �.:. .� .- . t- .�b�::?�M ice-e�.F N va wf rn'�. i. to #"2...� i .. o pogo,aoo�v 0.520% v - +�-. .. ' O52CT% S0'VC::: : , --I.ppp�... `�, w N `�'..! .,o , 10 0. _- .. _._. .,...._�, _._ ._ .:...... .. ..._.,�,,,..:::. _.. ,n .._ ...._.. .,....„ .....,�+ o o:- v T�t^t'o o P 17+5O.Ob,'E02 d7 LOT +.r ..: 50'V.0 ,. - TOP Y .. : ,a w .: Gt:Q.520,K;G2-1�D% - 50'V.C. .:: LINE MEDIAN CURS P.i4+75.ppDD;E1,,1264.,4 as 50'V.C.- Lu�L GJ:'-0.520R';G26.52O% +�, { P1.19+50 Ek126fi97 '<.a -0.30% 50,VE. v i PROJECT WALL 50'VE ..5.. o c>,n '..v c?:..c�i. m } ..+ - - P1.: 14+5::. 1 .. .., 4�1 4 ry:: rn w h. ry 7 00, -`' G2: 1.0 , P.14 19+5000, Z y NOS -. - El.:4264:74 t : ( :- 1264.-171 v. a ti rn _o si +N-;- o ::TOP OF SOUTHERLY :... G1:_6320�. ? + ..+,y m S ^`t$3. �� -. .�,� I LOT i + .moo-`m oo z°v " o u .:.i`iu' is MEDIAN CURD o'M n, G2 D:S20$ :i o v 1.o,a. 'ri 8il wn. 4i -- -} ts: G2:.0:720N a _ .. ... o h ', g`o ::� .d .IS q ,:o a o >'.h h :ti o n. TES PPD +N ::. ,ri ?.: c> ro n !g"u3" In`=' ',: _ ..,..e; a .-+n :_. o. '-aS..n$`>'. a. .�`'�, .n. F+ VAR „+.�ui +ti m:N `"N h`�' w �..- .. : a -n .r a""b d:n e�Q 2%��° ,A MPK 4 39,27'OC .r 0.52 9. _ .+"-N :., - 0. 0X _1 OOO;E .� N FUTURE SIDEWALK 't2 $ ._;. .._.�.. . L-3921 1Rr .F o ca ., .. dL L-39,4TTq�.. SECTM rl-�"� 3._ .: c, {....,.. p `.A4A{4 f44 d d4 m. yy-: a :o^ :p.. + O.h ;' O U G U :� S.1 b:..U ::: �h 1�fi> ,o a ti �'J -,i.._.. .!2_�._ rn. �.r�.:: sA N .. Nb -k r...: M -..... ry:. O co - .-. "s._.{ :3.. 4 'W. '". U:'::U W,. .. © + em�ss,, ^- +. : h ,,. y o c e v o in„.. n]... g a"� :_ ._ O.: h :1-h o.-. n Gg_.,.Ao ¢*`>.45 t _L31 Sv vi +�' +o o,. .r. .v': a.,p m.w .� 4i m ±a3 v v �i..e u w a- ari.. `n ._ o.y. o m m.�O o.." :..` . c1`a ...c> _ n _; ( c o ,. o" iy.av n w ro <; n ., ^ : +.. w n i. r --.;N n o.., h s ,.. R/W LOT 118.5 i :.� I h �' .: g .." ry ry 0.520% v-.. ... rn 9 01 LINE .. .. . V n 50'V:C.:.., � � � c`'-i �'ci c`.�'U i`.> `c'Y - F Pr.:17+50DD;EI}1265.67 `� 50'VG .� `7Z � 4' 5' � 16' FUTURE { ' TOP OF SWN)3LY CURB o An o G1;d.520%G2r1.ODOfi - PW SW 12. o .. Pl:T9+50.0,EL126367 - 1 PROJECT WALL a P1:14+75.00;EI:L264.Q4 ,�.. b ,� , FS' L 40.20'OC .. I G1;: 0.520%1 02052(p% `� `� 5 GT:r1.0O0;G{.-O.7209 �64 LAN SCAP C - - �/4 a/a{v/ 1, 14'Ix MD F a e 3 � PROFILE # I t5t, I` a g.sn' SECT Q"Gi HORIZ. 1' = 40' m , T 6 B a 6 10 11 12 13 14 15 16 17 18 19 20 CURVE TABLE F-NDDEN TR A Y - CURVE LENGTH RADIUS DELTA TANGENT o ^ N �� oU _ flIVLJ 1�1 !fl/1fl� _ o1b Q - C1 75.93 1200.00 33732" 3Z98 ^'�n vi ? CI 251.33 1600.00 9-00'00" 125.92 N 6' 1266 C3 6.28 2,00 180-00100" INFINITE - �287.2 ! I ' T�''6` 0 6 '�' X C4 174.94 1576.00 6'21'36' 87.56 72-7 E1 ,4 ti x ,p j 1.266.9 � �?� rNn� r L5 250.54 1595.00 9'00'00" 125.53 �' I NO=- S'O\ { ,a X I c� '6j 7267. "'r� �'" CB 252.11 1605.00 9'00'00' 126.32 1 LAT ,... I I "` A ! t N o o ' ` ,?63 1 �`c� `I. y ''s x m T C7 199.13 1624.)0 70131" 99.69 127,..x qp { + � N '267.3 m '� _- C8 39.91 25.00 AA1' --._. .- I i � �� 1269.7 I X � -� o � Cry e� �.' l m 91' '4 25.65 lI ,d 1268.9 ?269.3 X ?285.9 �c'j jl i '; m� co o% Y 14 `a�'�<� Sj }? ii: x �� "- 49 39.47 25.00 90'27'57' 25.20 CB 3 MT. 90 x - F7 talc '-r' r1-!'1 I' - A i. r� ?,t, '^ + _', '. 1266,8 !` ---L v r "�..-r" I 39.78 25.00 91'09'42" 25.51 + 0+D0.00 HIDDENN�11_k_��� `r �I'1 r"1(J 1 J�it/JJ t � 22+2Z61 VILLAGE 15 e61287.7 1'' J r1_i,� - �-. �. �� I 39.21 25.00 89'S2'01" 24.94 LOCAL DEPRESSIOPI'#3 } N + puNBAR rg x I r� J�J�J _ I. my�\ ,7NSmdNTc', Q� 1� R"Qd rs m w m o END CONSTRUCTION �M1 > r '` -=" N? 77.45 1224.00 3'3732" 38.74 rn _ v x 76.25 1205.00 38.14 ,7 0 .o ."; 1 sA �� .� e m� .v m- t v� Al -8-, -r=�1<R�-�..� �r . �m+ 3'37'32' I � o 'c' a 14 ``3 �' 269.6 t26 � `-''"D 27C.� � ^ " _ "� - i - "-a$ I 75.62 1195.00 T3732" 37.81 M w S �. o, 1269.1 ..,� X m x'oy li' 15'-4" 6' *u o �g o x ?co � '+ a c> i - "' _'ice �o ! 68.48 1176.00 3'20'10' 34.25 �E' �� I >_-s,a _ �- 5 LOT 1n12 ron kid mro of n `^ _.- -- ".z ........... .....:. �... ......... .._ rn __ - -.. '- LM(E- - K" y}w W - -., 5 I - ,. PW SW FROI�CT NY�LL .T a 0 ( 7 � -�. _ - ' .,.S.O UNE�� _ - � `i". � 1,i 10, 1, v - - + ?ADS o CB 4 h 1 3 - Yh- --22 .�.� VIM 13' 10' F PAD=1271,1 LOCAL DEPRESSION#4 ,7 I n g 411 _::�_._ ," � SD. LINE"A4 � _ -. �.- - v„ -w - 1�. T j ! ' „, _ . SE' ET 14 -i J 1 .- . { 'r ' __� - _ rn ; ` R3 _ c„ a, i nqD_ �. I _. _ p T - + 127¢7 c�J SECTION B-B _ J ++- + j A 1 fz 6' '.-_4" 6' 8' f5. . T '17r+43 00 ECR?� ,/" r"" { ,,+�� ( I z + z _ EX GRADE �,�J I r' r a r -G PAM k _ � � �� � �^' � � �� � � � � �� � $= `'top STt �PLAN CAN18iRUCI101I N0TF.6 X Sr� J� �J�� �j �............. Vr A O V U 9h May ap ty 16 yj �."^_-- (n f _ _ v t9 c i h r.;cy ;% �^ +. + Z9:9 FUTURE SIDEWALK 1�-CONSTRUCT TYPE A-8 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO 201. PAO=127D.8 PAD=1270.4 ! g r H 74 8 I Z y� A I .-_._.,.,_ a`+ `+�'�`+i ± '�`+� "+ `-'� ^b' ��E-E gj CONSTRUCT TYPE 84 CURB PER COUNTY OF RIVERSIDE STD.NO 204. � I.1. ' --"3 7 '' AD`',6fr.< PAO= 76 �4 -CONSTRUCT 4"A.C.OVER 4"A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS \ ,_l CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311, CASE-C-. UT AA5" GRAPHIC SCALE o-CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD.N0.209 � - -'' ` 8a-CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 - M4" lw 9O-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 2148,AND DETAIL ON SHEET 3 - TRAIL +4.CB 6 79+07 T2 CONSTRUCT TEMPORARY BARRICADE ON SKIDS HIDDEN 1 MAIL LOCAL DEPRESSION#6 LOCAL DEPRESSION#J I ( IN�T 14 CONSTRUCT STREET LIGHT PER CITY.OF LACE ELSINORE STD.501 (9,500 LUMENS) 1 inch= 40, fL �-- �J�Jp ov ciz �T STREET LIGHT LOCATION PER DETAL ON SHEET J. PREPARED BY: 7z- 15 CONSTRUCT MEDIAN TAPER PER CITY OF LAKE ELSINORE STD. 127(TRANSITION LENGTH PER PLAN) n REVISIONS: PREPARED UNDER SUPERVISION OF: 9 CORPORATE PARK, SUITE 100 arY OF LADE�' 3 pROFESSI WILSQN MIKAMI TRACT NO. 17 CONSTRUCT 3.5'A.C.OVER 4"A.B.PER GEOTECHNIGIL ENGINEER'S RECOMMENDATONS p y,M l / IRVINE, CA 92606 � wrr yS�S /7 CQ62PQF1ATIQN g 18 INSTALL IRRIGATION SLEEVING PER SEPARATE PLAN y o SCOTT . WILSON DATE T. 949-679-0090 STFEET NvIPRC7 ENT PLANS CAA PHASE C 6 _ _ RCE N0.49884 EXP. 09/30/14 Ld u�P.,yrGIB�� TRAL OF SIDEWALK PER SEPARATE PLAN "y N..49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE N1TH THE SCALE: AS NOTED BENCHMARK: HIDDEN 23 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.502 22,000 LUMENS 4 * E.P.m/i /14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24 ( ) 2 FFAA sTA 10$00.00 TO STA. 20+00.00 ^���o��� MARK 'rfA cwa �P STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF �� STREET LIGHT LOCATION PER DETAL ON SHEET J. u 0 0 0 0 0 pT CpL\F CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE casF,swayti�nnnfaoks DESIGNED BY: MKW DRAWN 8Y: ECS,RP DATE: CHECKED BY: MTM PROJECT MANAGER: SCOTT M.N7LSON WALTER E.AWSON,RCE 5448,PRINWA ENGINEER EXP.12 31 2014 M OF MISSION TRAIL W.O. FOR:. F.B. FILE NO. El.22+55.00: 12 5.86 .TOP OF NORD{('RLY CUIi'B: ,�.4} OC ... a,,� ci m M��> �'•�. N o L=U74'OC A/44/4A4 A/4 o v ui , m ma w �' cs:.uni S w st :..:• , I ,... uj ' A/ +uA3 c�. - ! w ^ I! i a 0 7209" --_ u, h nj ap ,n..r. W-�., o cd cv..:L' .: -y V Ci cj cj c"3, c"i c"•* cwi g N ,'a^ +ro k. o N,+N "`}w ! '� : '_ `_� ry^. :-w N N a N^ raj ^ iD v �. ^ _ t zN 0.7207 N 50'V,C. - a TOP OF:NORMERLY P1:22+55.00;EI.1266.36. ,; - .__. MEQi4N:CURg Gr:0.720$ G2: 0.75i%. PTN.OF 50'V.0 56'VC. ^N I { 60'PARABOLIC TRANS P.l....22f50.00, P.L..23+25.00; ,o v:4 +_v El--_1z66-49 EL:-1266.07 `n+.:ry-a v°,so � ' ..:. _ :: N o •o '� z m-i a�m G1::0.720M ^ Gl:•!.0.560$. M.. ..I .::: LP2:i-0:566R "^` G2:`-3.S60s b..�gb w' wo.';c> '^r: y-j� -_ _...._._................_.......�__ c:. r��5 F ovi : ^ + F YIISWLT{ -i T 4 ff pow _ AT� - N ! nM1 L 4.2Q'OG TOP OF S(HfMERLY o ci i MED41P1 am A/4 4/4 414 4/4 a n - o Nh �... � � � V...� a w .. . N,_ © N. :.N vj h a "�.iti rj r� a...-. N k ':W sn '� i •. ' _ ' _ N r N no- V S D p ,gyp : :PL22+50,00 EL1265,83::.. TOP OF S(NJ1HF7t),Y CGIt$ PL23+75.-p0,£1.1265.Ka 3 I GI:0.720%;IG2r0.5609>'f Gl,-0.560%;G2: 7 607 k 4 ° t , 3 f � f - _i i - k - ! ! I Tt PROFILE , + _..: ! _ i ! F- HORIZ. 1" 40' , - �- - 20 21 22 23 24 25 HIDDEN TRAM _r f�-� r, R/W LOT i 1 I I i gi j J r 7 .J J 1920-9 / � 9p V j _ Il °�, ` LINE f ' ="8�p 1' CONSTRUCT TYPE A-B CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO 201. CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO.200. 8' 5'° 12' FUTURE =k m'� i �� I�N ° d '�S v '�^} -=`� a�� `��' 12 8,7 1 1 3 CONSTRUCT TYPE 84 CURB PER COUNTY OF RIVERSIDE STD.NO 214. PW SW DS PROJECT WALL >"' }' S+ I/, i `6d' r - LOT +m N�,...I LIN S z N^N �,.' 268 5 `�' � t r O4 --CONSTRUCT 4'AC OVER 4'A.B.PER GEOTECHNIGLL ENGINEER'S RECOMMENDATIONS 10' 1' N A as/SEND CO TRUC IO CCONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311.CASE"C'. PER SEP TE PLAN,C` 9 m j 1 S.D. T£RAC n ! I' Q7 -CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD.N0.208 2% 23WcI 1 � ^� I -CONSTRUCT SIDEWALK(010TH PER PLAN)PER CITY OF LAKE ELSINORE STD:NO 211ON SHEET -- - �. ` • ,�_ --- 7--- ;�, .. /� 8 9a-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 214B,AND DETAIL 3 h. y-'_ ! l f0 COIISIRUCT ACCESS RAMP TYPE 1 PER LTETAIL ON SHIFT 3 i� SECTION B'B ���� , . .�:�. kj � - ,' I - a2 G10NSTRUCT TEMPORARY BARRICADE ON SKIDS CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501 (9,50D LUMENS) m:v _ ¢ 3 ¢ J 1 �. U - �SIREET LIGHT LOCATION PER DETAIL ON SHEET 3. _ RIW --- - CONSTRUCT MERMAN TAPER PER CITY OF LAKE ELSINORE'SM. 127 OROGTION LENGTH PER PLAN) _ SLEEVING SEPARATE PLAN . 1." 2 ;_7- - NB3'pD= ,W ; 18 fl TAG.IRh4G4TRM° PER w � [ �,x ^., .FUTURE PER -� '+ ���I llf� 1 �! 22 SIDEINLK SEPARATE PLAN , Lu FFSHFE .T +o+ _ Q= 2% EX.GRADE 1 .a ' ' P BA EN g N.m `y 15 �� `_� /W FUTURE SIDEWALK a .- o - 15 t k PER SEPRATE P a - - 1 .k �rlr��i� 111 SECTION E-E �l I " i � � �� � ';�.� � �� CURVE TABLE_....___.. GRAPHIC SCALE a ksa CURVE LENGTH RADIUS DELTA TANGENT HIDDEN Tp/�EL CI 322.00 1200.00 15'2228" 161.97 - H � A - C2 27.38 1224.00 1'16'54" 13.69 - ( H4 p�) C3 32J.34 1205.00.15'22'28" 162.65 Qb /23// I inch= 40. ft. G 173.58 1195.00 8-1920" 86.94 a 315.56 1176.00 15,22.26" 158.73 a REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: (`IN ICE ELSNOFIE C6 38.at 25.00 88o1'3T za.15 9 CORPORATE PARK, SUITE 100 PR�ESSI � WILSC7N MIKAMI TRACT NO.31920-1 SHEET C7 38.41 25.00 88'01'3T 24.15 a �.w IRVINE, CA 92606 CORPORATION C8 216.76 12z4.00 1908'48" 108.67 `` 0 7 0 SCOTT M.W ILSON DATE T: 949-679-0090 STREET A1rA'ROVEMENT PLANS MA PRASE C 7 C9 8767 1203.00 4'10'31 43.85 W ,"ram RCE N0.49884 EXP. 09/30/14 I�GN TPA OF No.498a4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH BENCHMARK: 1, 1 fN'N�. s 1 6.28 2.00 180'00'00' INFlNRE 6 SCALE: AS NOTED Exp.��x✓14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS 24 1 40.20 25.00 970678" 25.95 �,1 ✓t�l STA LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF FROM sTa 20"F�.00 TO STA. 23+75.90 SHEETS I 40.20 25.00 97QB'28" 25.95 rtiVftM � DESIGNED BY: MK1tl DRAWN BY: ECS,RP F OF CPt�F pAT .,;L CORYDON STREET AND MISSION TRAIL. 27'EAST THE CENTERUNE Ca2- CHECKED BY: MTM PROJECT MANAGER: SCOTT M.MILSON WALTER E.ALLISON,RCE 5448, ENGINEER EXP.12 1 4 OF MISSION TRAIL. W.O. FOR: F.B. FILE NO. . I ' I i 7 t t a i t f , I + 150',VC. P.L:23+aa:oL 1. 1266AO c1. 0s20%;:c2: a.960% ,€ 6 -r + .eci .. .t -t= _ i L 54.98 OCc+v i � € r �.p: O -{" E ( u�i N a+ N N OF WES'ffltl.Y CfIRB. -:.. y + 0.520% -0.960�' ............ r 2 � S E- 0998T +,v w� o16 60 PARABOLIC TRANS. t�.v W :.�) S + ' , .. �o `o ro: t`� o tgAo ` o 0.520% 150';VC. 'd.9 - a w , o : 0998% TOP Of WESTERLY 23+04.00,;EL: 1,26430 I � ]. { MEDNN CURS G1. 052OX,{G2. Q.860% r � q. wag _ ; I 150`VC, ,{ P OIR f '2. N its m v.t ' G00% , 13,5 o m o N' a' o ua o cmv N ry :- sv^zv.m.cMv o n: o t i v o c3 oltri n o m ±^ TOP OF Y N N n -�- NED7AN CURB ^ ,n , € 3 : PROP.FINISHED GRADE: M v� o+ ^m N - ^ f h AT CL"NTERUNE 0.520% 0.964% N - L ! o m �: o'n.,c n :o c,o, a :o a ti L-37.81'OC i } ..1 �� o v i :.. S o�� me nm�v:S� :� dm.. tc t..o°?. hao d444 4 4 L-54798'OC o:. S N o'+� -, +N ^ v. t+i^N ,"�i N *:+^+ + - ._: S� o+t^`Ov ^ v I N M EASTERLY p/RB �"v - '• M ryf Wit^f-!^IK tV; r N , N 0.520% - < 50"V.L. ..-' ^O. 03% , ..._O.gb47 - -t- t_. + -111,:- t D� .t' .,.€166.80�,,, ,,,;,,,,,,,, ,_._...;.._....,.._�.:._ _. ,,.};.. .�-�x..�- -. i. 3 �� :..:: . i ,- , _._._._, - ---_. --s--e�• - )- { GI:a.524%,.G2a 0.960% t i I _t,:, ........ ............. s PROFILE t 1 E HORIZ. 1" = 40' { VERT. 1' 4' 18 19 20 21 22 23 24 25 SUMMEFLY PLACE STFEU PLAN �' LOT LINE Of -CONSTRUCT TYPE A-8 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 201, CONSTRUCT TYPE 84 CURB PER COUNTY OF RIVERSIDE STD.NO 204. SW 11' FUTURE _ -CONSTRUCT 4"A.C.OVER 4'A.B.PER GEOTECHNIGIL ENGINEER'S RECOMMENDATIONS LOT -( -CONSTRUCT SIDEWALK(MOTH PER PLAN)PER CRY OF LAKE ELSINORE STD.NO 211 �,� g, 2, 13 RELIOVE BARRICADE P� 14 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSIPIORE,STD.501(9,500 LUMENS) 2X 2S VPR1E STREET LIGHT LOCATION PER DETNL ON SHEET 3. CONSTRUCT NED14N TAPER PER C17Y OF LAKE ELSN40RE STD. 127(TRANSITION LENGTH PER PLAN) INSTALL IRRIGATION SLEEWNG PER SEPARATE PLAN 14 - - w�IM 1- VIA a ta SD.LINE B• --"`�- �i- - - -..� T,.,._o-.-�a CURVE TABLE _71 ,_---�� CURVE LENGTH RADIUS DELTA TANGENT 4 50 775.00 36'24'38" 254.89 CI 91. 47Z25 751.00 36'24'38" 246.99 507.75 799.00 3624',W 262.78 I *- u - L5 492.15 780.00 3609'05" 254.58 Lb 15.71 5.00 180'00'00" INFINITE GRAPHIC SCALE c N STA_24,LU,35 _ SUMMERLY�PLA / N 4 f m �� f}s 2679 fG SEPARA- (( j ppOW I m N ( PAD f2679 � FG At ME PIpW 11? ( W FEET) e.,•, f . ' `ti I PER I inch= 40' ft. REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSHOFE 9 CORPORATE PARK, SUITE 100 eRo�E�sLa ---, b WILSON MIKAMI IRANE, CA 92606 TRACT NO.31920-1 SHEET CORPORATION T: 949-679-0090 8 � o score M.vnLsoN DATE STREET IMPROVEMENT PLANS DDA PHASE C RCE NO.49884 EXP. 09/30/14 C+1 tP A`� � PLACE No.4988a A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: �7VlY M r LM E_././I. * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND / RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS �STA. 18+39.21 TO STA• 24+61.3524 MARK ,rl �p STA LAWS,AND A ERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"Y INTERSECTION OF caxrwmronnaov,w DESIGNED BY: MKW DRAWN BY: ECS,RP OF CRE DATE: CORYDOPI STREET AND MISSION TRAIL 27'EAST THE CENTERLINE SfffTS CHECKED BY: MTM PROJECT MANAGER: SCOn M.WILSON WALTER E.ALLISON,RCE 5448, ENGINEER EXP.12 31 2014 OF MISSION TRAIL. W.O. FOR: F.B. FILE NO. im r � F ^ � I 9 - PTN,OF JOO' C L=37.09':OC L_31.09'OC F1.26+0000:E1:1277.51 - ,.._. 414 4 614 Q�4 Gr.1.000%:G7 1.0D0% TYIP LTF WIStfRCY CUR® O N W c� � �U N � •��ry.O� �N �' O N 1 k O opiIVµ v _ _}M [ i /� 1.000%. 1+97 ,.......T...., .,, .,.r _ ... „...:: .................w_,__.,._., ,.._.._..... �....... P v� is ... �..,„ __,..�::. .. -,,,.,.:......,...__.. ___ . P� �^ u w� � i. I a�. 0• - - 100'YC. 1 000% �- _.ii-_.,m _::.P ::, _, 9 ,' .. '3,�. PL:26+:.00 _. GI: 1.0009`02:=40009; __I - g o © U ppcd k 2 ti +..: LOP W 1 ...a..,... -10 ta: is i . � !. _..,..I2Y + _ o ._a Af FINISHD GRADE A� i OEidPERiJNEE .. ,I T001 V.C,P7,:26+00 OD: .. 1271157 T G3' 1.006%:GZ: 1,0008 o f N w A rP v� •�t } , r i O N 00 O O •„ O N 1,1 ' • • ' ;- 'L-39.27"OC 414 4 /4 4/4::: .. P u> _. +.c"i1 R ... N N o cy. o N q vrys f : 1 4/4 414 4f 4 Ili U N P I I I } - O N m it T �. W A N O .�V.^ ry•_ } t ti I /.G ^ TOP OF EASTERLY CURB 16 a 16 l - m DUSDNG MAID SU ACE AT Q1 I •t f _ PROFILE T HORIZ. 1' = 40' - -t` , VER7. 1„ 41 # 20 21 22 23 24 25 26 27 28 VILLAGE PARKWAY 18, Pb 1 0 YAR VARIES a i �l� ry X� i //10 °� t4" W Q� X,c�o` �Q4/ j OZ -CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.N0.200. _ 4'-8 5' AR 9' FUTURE �� i,fJj a PW SW PROJECT WALL /� p S '�_ '=- �;, 0 't 6a-CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311,CASE'C". Q�� I Z �� N g O I X �ti � `ti / ry �7 -CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD.N0.209 TES 1 VARIES „ ( O ¢ z¢$ ( y�� CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CRY OF LAKE ELSTNORE STD.NO 211 VAR d N P 8 f ! �p4 0 0 ,/ O , - 9a-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD. NO 2148,AND DETAIL ON SHEET 3 2% �v - �` ---- -_ _- • 8 ti y q@FAY,q ,�% " �` .„ c}� / b r 12 CONSTRICT TEMPORARY 94RRICADE ON SKIDS 9:� _...�,,,,,,,,,,,,,� m ❑ ''SEp���II .� `�° - A 4 �Ct. 14 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501 (9,500 LUMENS) STREET LIGHT LOCATION PER DETAIL ON SHEET 3. `+"nON C-C t _`-- TL)_ _ gym. - L8 r_ryr7 17 CONSTRUCT 3.5"A.C. OVER 4"A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS d<Z 4 ° .T ` � TT RI J iJ/ -- - 18 INSTALL IRRIGATION SLEEVING PER SEPARATE PLAN =U X RAW ZRIW ATCH L PW SW 5 FUTURE I _ W MINE `^ nr PROJECT WALL - Ri I� a tk TRAPL as X 'U X 4 ��� `, ,. �� � X m + 1 I SEE SHEET NO 6 N Trp0• 71 2 �C \' I y I?y P� �p4 f7 _ r X7cor h�'o V $4 m �%'tK r� �19 0 1J X� SECTION F-F ] X, eP a ti � l X. CURVE TABLE b X 6\ CURVE LENGTH RADIUS DELTA TANGENT X3J ,.��° U \� �SPO�E�� GRAPHIC SCALE L7 400.17 450.00 50'5T04' 214.40 �1� PARKWAY c�PU/ 5�" ° zo' w w 160 LS 39.27 25.00 9o'0000' 25.00 : VILLAGE PARKWA I IN FED') C6 39.27 25.00 90.00100" 25.00 : o;Ib V 6/ 1 L inch= 40' ft. C7 384.16 432.00 50'57'04" 205.83 REVISIONS: -PREPARED UNDER SUPERVISION OF: PREPARED BY: C(jY OF LAKE E SMIRE 08 710.07 468.00 73'28'31" 55.29 p 9 CORPORATE PARK, SUITE T00 C8 3ZO9 25.00 84'59'46" 21.91 1V.11 QROFESSIq WILSON MIKAMI. IRA'NE, CA 92606 TRACT�' 1 SHEET arm" �� V/7 CORPORATION 1 37.09 25.00 84'5946" 22.91 y s i• SCOTT M.WTLSON DATE T: 949-679-0090 STREET W ROVEMENT PIAI�iS DDA PHASE C 9 f 224.36 4fi8.00 2T28'O6" 114.38 W y o' RCE NO.49884 EXP. 09/30/14 ALAGE PAFKWAY of m 6 ¢ No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: Ea °5/ID/14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24 p°oO DO�L�L�a��3 o O D 'ffglT. C1V1L �yJd' STATE LA ,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OFF STA.20+00.00 TO 3TA. 28i-OO.00 SHEEfS cazwwaur9o�nxraw. DESIGNED BY: MKW DRAWN BY: ECS,RP OF CAVE DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE CHECKED BY: M PROJECT MANAGER• SCOTT M.IWLSON WALTER E.ALLISON,RCE 5448, ENGINEER EXP.12 31 2014- 9 MISSION TRAIL. W.O. FOR: F.B. FILE N0. i 1 - .._L. I i L 3927'DC € 1 d{d4d 4d 4 .4/dJ d�. 4/4. _.p - r �.,. / / PTN OF tO -39.79' PIN. F100'I3 .-c- Pl•3$+90D0;o N 4 :4 # 4 :4 -EL:35+9000, E1.:. 726682 5"' ^ f c ,o -:.EL,1266.8 N' N: 00 V.C. .,os h ,p O -.... h S9 U W 2 ap ,; 1t .. _.vz h .- ,�::m G}. 1.DDDX; .e. "1 `©'..i.,c�,w ,.:... _ h ,.:^ cv v+s h,+l w :I.r G1,1.000% P l.. 33+0G.00,E1.. 163.92 w + o xo G2i- L2599 ......_:- x F.000X ^ ^ G2: 1000% ,,o N ..._ O U O. Off, U ,..0 .-1,, +N m:p p, OO h O. O.NN h0 J a&h y .. O 4pi O h vj + + I 11200R + N + 1 DO0% �2� ; 5 TOP OF WESTERLY CURB : ro m .:" PE 35+96.00;Sa: f266.80 Y - +N c7 EYm - # .,.3 _ GI: 1.000% -G2' ].Z59% - - a g �^ -: J i -`100'VC ... } .W O O -J.00% on o ;d.: f263:90 o m m -1.200$;G2: 1:000� o o - -"m N -+ +'? N uoi `rF'i a _ o 0 oY s - +aa1 n� m.N n*^Ng `"xv. +N -" + cs 1000% 35+88.76 INT VILLAGE PKWY t �25>99• - I € j -26+50.93 INT ROYAL ABERDEEN 1266.52 L-3927'OC -L-39.2T OC e i '- } '} PROR FINISHED GRVfE �� t E r AT CENTERLINESOD'V.0 - r; �o o h e/a/aa/a a/4 Af A AI4 A14 : :. P.L-:35+90.00 El.: I266,82 I � I ��.... W ^ � W � g Z:.�, � :. _ :_ - .. Gt: 1.00DS;G2'-1254% .:100,V.C. .: .._...:.�..-...... ... _...__ .._.. .. N.� ...:tp O !.^ .- M...-.. N ^)......0 pph SO:.. U.- ,,,,;;;; ,,;,,,,.,...,��'7p,_v _ ... _,._.........._. ........_: _... .,. .: „ i......._.. . '. "L3 ', -7 00 ci -�• N mi. ] *s t.... P.L. 3+0.00 .: 126392 -o a ''d - 9, m e } o� 3_G .FJ me ��mn � + :w n,:N h -,.o ., <� .�.__"__.L::,o x+. ,. :_ 1-0,r,. N :}N+ .+.. 1 n N �,_.� :.,•> +�u x - { t- o G7. 7.2�%, G. 1.000% w o rn `.o - o- ,'fin�`+''`:i� ',"'x, '.'. o v"� o s -.I c� ffi'Rc> `�h�-g i4v a o.`F I �s o - STOW .. pp +N + h ,1, „? + + r. CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.N0.200. `+ 1.0005j,15r9q 6a--CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTI'STD.NO 311,CASE'C`. CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD.NO.209 I - �--• -y- Tt1P OF FASTF.ldYCURB �- i -�.. Bo--CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 214B,AND DETAIL ON SHEET 3 CONSTRUCT TEMPORARY BARRK.ADE ON SKIDS CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSAVW STD.501(9,500 LUMENS) STREET LIGHT LOCATION PER DETAIL ON SHEET 3. CONSTRUCT 3.5"A.C.OVER 4"AS.PER GEOTECHNtCRL ENGINEER'S RECOMMENDATIONS, 1 € i 16 INSTALL IRRMWN SLEEVING PER SEPARATE PLAN PROFILE T. ( � 25 SAWCUT AND REMOVE EXISTING SIDEWALK __..._ .1._..._.. HORIZ. 1" = 40' REMOVE EXISTING MASONRY PLANTER b__..,�,. _ 1 _.-__ { - 1 E ; - 28 29 30 31 32 333� p/� y /��/ 34 36 36 37 s 8-4" 6' fR..LAGE PARKWA R/W n o o p. rn m cp m a VARIES VARIES 4'-8' 5' '-9' FUTURE PW SW + Z + "' +. '0 nn+ .\ PROJECT WALL VARIES - v _ LAT. 14 t� �Ii\ v sx s rAu W �PR���P�' CB 1 1', _ ,d,,� z - 1I I m g yc� _ F 25 �+ ... 8' \ � //'�aa��//►'� V-V �r, u I ❑ �.rl + rl �i I � + moo o� -•i-- LOCAL DEPRESSION*I r p , LR + ¢ tin - 8 - .,�.-.g + _ � t� ,• „� � to �Y�' PUN1 '^ R W cy, + - T') -rT E1 r b' cn S a rn� "> 4 ER SEPARATE 9 - �� 18 c'� RNHOU �� A. +05.23 VILLAGE PARKWAY r T 1 r� 3�J I-t,�2J� � ��-� ',€ � .�'P""� � � 9 18� ? , co STA. 13+;799 TURNHOUSETURNHOUSE ; - RAW 9 ER SEP TE P �' STA 13+8Z99 DUNBAR ) RAW' d v S.D.LATERAL"G2" 12 .: -.., 9 STA.30+40 3 R ( g h m cx v, PW SW FUTURE 0 PROJECT:WALL _ SEE SHEET 17 8 12 �i 32 , .w 2 + Wm .�--- -- - ��--� - - - - -.a v _ } �INT �,�, G 3EC710N F F _I- R (,12 �' 8 j �' -'� ,n ^ 8 °o EXIST STORM DRAIN TA. 35+86.76 VILLA PARKWAY © ' �9 cn 18 V QA ,., .� RAW' "o s � rn „'`>� Y't•„ v im?? ONE"G" STA.26+50.93 ROYAL ERDEEN SEE STORM DRAIN PAW e ,•.x n 5 �'n cs:o S N 'y,- f7/ �'.^F- m M ,Wu I�+ \c� +14 J T�J-1.1 :,�� � 1 / CURVE TABLE - CURVE LENGTH RADIUS DELTA.. TANGENT 8 - 8-4" 6' ♦FL�f'►tl� �/yR1�W111 - GRAPHIC SCALE Ci 31.80 450.00 4.02'5r 15.91 N c ( ii C2 404.03 2000.00 11'34 202.70 '� . rnw a� o0 C7 33.07 468.00 4'02'5e 16.54 m v $ w^e"� tp a + + ,pW + + HN t I C4 30.53 432.00 4-02'56" 15.27 n ='^ , - FEET 1 iush= 40' It C5 39.27 25.00 90'DO'DO" 25.00 cs 39.27 25.00 90'pO'OO" 25.00 PREPARED BY: c7 3s.z7 25.0o s000roo 2s.00 _.J a p REVISIONS: PREPARED UNDER SUPERVISION OF: CITY OF LAKE EL a 9 CORPORATE PARK, SUITE 100 C8 39.27 25.00 90'00'00" 25.00 1 V.II PROFESSION W I L 3 0 N M I KAM I TRACT'NO.31920-1 SHEET 6� IRVINE, CA 92606 UT. �0`1 M.M/ CORPORATION C9 246.55 1982.00 T07'38" 123.44 Gt" - a 5 7 0 SCOTT M.WiLSON DA T. 949-679-0090 � � PLAINS DDA PHASE C 10 1 407.67 2018.00 1 V3428" 204.53 H RCE NO.49884 EXP. 09/30/14 VILLAGE PARKWAY OF 1 39.79 25.00 91.1Vir 25.59 + # E,N oeaw e. A' APPROPRIATE CONDITIONS OF DEVELOPMENTOAND/ORECITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS �M.sTA.28+00.00 TO STA. 37+00.W 24 o SCALE: AS NOTED BENCHMARK: ' 1 66.79 982.0 91'11'19" 25.52 LOCAL DEPRESSION�k2 G� ,f} crva �r STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION� 1 66.74 1982.00 1'S5'45" 33:37 °o O o�o 0 DESIGNED BY: MKW DRAWN BY: ECS,RP �� C���\0 D TE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE SHEETS cazwwunov°m°nna�v,ce OF MISSION TRAIL CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON WALTER E.ALLISGN,RCE 5448, ENGINEER EXP.12 31 2014 1E W.O. FOR: F.B. FILE NO. Rzs(s)(ca)� r / / , r �y /� � �" 1� ____ � 9 ,/ 's' � \`•\ \'t\ is ==3 \'`\, � ^^^`' ,`\ I / / s315, / f / S7 `�` \,` /� \ sue• / 52 0' lo 205 /' ff, \ 1 sE 3`s ,,\ 11 // % / •\ '! �`\ �---_..,, INSTALL ON11 % / , ,3,/ 0• t o `�, `.� `,\�` 11 % `../ /, � ; ••\1` ao \\ „` / , ._S1REET LIGHED T CA _ ' R81(CA)10 'S � 'R81'11 pS "\, ` �µ•\ ,9S ,,\ � / ,�. 5BO' / / , )(R 10ED ) \ Y / ` 70 6,a , f \`•�. \�V f„`, �s " 61 "� tie 1 4� sa /65 y THERMOPLASTIC 4'DASHED WHITE STRIPE PER CALTRANS STD.PLANS,PLAN N0.A204,DETAIL 9. W31(IYPE N) %', / / •S / /� ll , `� ' 1 S2 _t 1 �,�+ tt If r / / l I ( % 10 THERMOPLASTIC 8"SOLID WHITE STRIPE PER C4LTR4VS STD,PLANS, PLAN NO.A200,DETAIL 38. 0©—THERMOPLASTIC C SOLD WHITE STRIPE PER CALTROYS STD.PLANS, PLAN NO.A200,DETAIL 39. IT l THERMOPLASTIC"STOP'PAVEMENT LEGEND PER CAL79WS STD.PLANS, PLAN N0.A240 s �? �� JJ !� / /l 1® INSTA{J.SIN PER GYTRANS STD.AS NOTED ON PLAN 19 ; 1 s + 1jj ti ^I -"'.. ��� 1- --THERMOPLASTIC 12°SOLID WHITE 57PoPE PER CALTWVtlS STD.PLANS,PLAN N0.A24E. THERMOPLASTIC TYPE W ARROW PER CLATR4NS STD.PLANS, PLAN NO.A24A R26 1�-THERMOPLASTIC DOUBLE YELLOW STRIPE PER CALTRANS STD.PLANS,PLAN NO.A20A,DETAIL 22. t1@1 -THERMOPLASTIC'BIKE LANE'PAVEMENT LEGEND PER CALTRANS STD.PLANS, PLAN NO.A24D 10 H ""�•••_.__,,., J / ?� �, i '� _ ti�__`,_ _ J f JJ if THERMOPUISTtC 6"DASHED WHITE STRIPE PER CALTRANS STD. PLANS,PLAN N0.A200,DETAIL 39A 1111 @_THERMOPLASTIC 4"SOUD WHITE STRIPE 17 5—INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.N0.400A,4006,AND 402 INSTALL ON r R26(SJl t _ �. J R26(S)(C4) STREET LIGHT 'INSTALL ON R� 1 200'f' I 'STREET LIGHT I i2' ' INSTALL ON �_ 6 gj(�IT� !`S R26 S CA) ti v STRE LIGHL '��� --- --T- - 10 I i R4-7 r R26( ) !! !? 1.�, j .xy (RBTCA) 30T 11 11 t 200' I ( i 3050 `"-a%� 1 1, + - — - 85-- ........-.._.._-- R26 1-1 110' 71~ R811(CA)) R1'110 \ 330'I 11 tt - _---+" _ _�,,.r - S E SHEET NO. 12 to ' N�� � — _" � GRAPHIC SCALE 10 -- 10' RB1(CA) �IN FEET)— I ' ch= 80' ft. 1 ._ R7815`l(CA)293' 3// 8�C4) f0 REVISIONS: PREPAR UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELF OFIssI WILSON N11KAMI9 CORPORATE PARK, SUITE 100 JUll -�B-t�73. ! / IRVINE, CA 92606 TRACT Imo.31920-1 SHEET Ci:3 RF-i3RATION s � o SCOTT . 9L8ad DATE T: 949-679-0090 ET EN(PLF MA PHASE C RCE N0.49884 EXP. 09/30/14 A h No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH THE SCALE: AS NOTED BENCHMARK: SMM AND STFEIM OF y' ° APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24 KDEW7 mvn ��' STATE LAWS,AND A,PERMIT CAN BE ISSUE DISC IN CONCRETE POST 72'NORTH OF'T'INTERSECTION OF SHEETS cazwWomrm oeµnxNv,w DESIGNED BY: MKW DRAWN BY: ECS,RP CP��F DgIE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERUNE CHECKED BY: M P NECT MANAGER. SCOTT 9LSON WALTER E. LLISON RCE 5448, ENC9NEER EXP,12 31 2014 7 OF MISSION TRAIL W,p, POR; F.B. FILE NO. SEE SHEET NO. 11 I R4-7 T 4' INSTALL'ON I '150' STREET✓_IGHr I i I R26(S)(CII R81(CA); I � 1 I � � 1 IQ r I � I 74i l i 725' II II 1 10 I 10SIMW AND STF1PW NOTES X42'' I I THERMOPLASTIC 4"DASHED WHITE STRIPE PER CALTRANS 51D.PLANS, PLAN N0.A20A,DETAIL 9. 1@—THERMOPLASTIC 8"SOLID WHITE STRIPE PER CALTRANS STD.PLANS,PLAN NO.A200,DETAIL 36. @—THERMOPLASTIC 6"SOLID WHITE STRIPE PER CALTRANS STD.PLANS,PLMY NO.A20D,DETAIL 39. ®—THERMOPLASTIC"STOP'PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN NO.A24D \14' I\ ;, _ �, INSTALL SIGN PER CALTRANS STD.AS NOTED ON PLAN t I 1 %, i // �•'� THERMOPLASTIC 12"SOUD WH17E STRIPE PER CALTRANS STD.PLANS, PLAN N0.A24E. 11 \f \ THERMOPLASTIC TYPE N ARROW PER CLAIRANS STD.PLANS,PLAN N0.A24A `\\ \ THERMOPLASTIC DOUBLE YELLOW STRIPE PER CALTRANS STD.PLANS,PLAN N0.A20A,DETAIL 22. THERMOPLASTIC"DIKE LANE"PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN N0.A240 THERMOPLASTIC 6"DASHED WHITE STRIPE PER CALTRANS STD.PLANS,PLAN N0.A20D,DETAIL 39A THERMOPLASTIC 4"SOUD WHITE STRIPE \\10 \� ;� f f i f INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE SID.NO.400A 4008,AND 402 R4-7 R26(S)(CA) /., h 436' '� 14 R61(CA) to 110, Ol 10 I/ \ R1-1 / $ r R447 10 uu R26S)(CA) GRAPHIC SCALE o ao eo IN FEET) 1 inch= 80' ft. V06 IbV 6/23//Jf REVISIONS: PREPAR UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE 9 CORPORATE PARK, SUITE 100 4 �� ELSINORE pROFUM WIL50N MIKAMI TRACT NO,319'LQ—f 4 ! IRVINE, CA 92606 SHEET SCOTT M.WILSON DATE C0f2 P1712AT10N MEET IMPROVEMENT PLANS DDA PHASE C T: 949-679-0090 �g� #� 12 RCE N0.49884 EXP. 09/30/14 S ING AM°g1 II9� L - No.498M THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED �: 1�/ 1��,.7 d m Exp.U2Z49ZI4 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279,829. BRASS 24 ff4 civa � STATE,LAWS,AND A PERMIT CAN BE ISSUE(._ .DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF SHEETS cazwxanq wwmnawnw DESIGNED BY: MKW DRAWN BY: ECS,RP CAL1E DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON WALTER E.AWSON,RCE 5448, ENGINEER EXP.72 31 2014 OF MISSION TRAIL. W.O. FOR: F.B. FILE N0. .}. I77 ( a x TL t' tt i a� + - i , i ^ n _++act 3 I HGL S=O.Oj ( BULKHEAD "-E c D 5=0.0760 S=0,0050 E 1d-n .? M 244, [- I , h I _ _ ( ;. CONSTRUCT CONSTRUCT •2 P1 ;qq6=2.t Gf'sS {. 47.58 L.F. 55.12 Ll V 1.2 FPS 24"RCP'- CLASS N 24'RCP ""-CLASS N " MiC , PROVIDE IYMTICHT 40IITS PROVIDE WATERTIGHT JOW751-o CONSTRUCT 72.47 Lk It E ,,, _ 29.t GFS 4Q7 GFS +:_ ._ t___ - _, ._, 'ND o+ PROVIDE WATERTIGHT JOINTS >�',�+➢ 1 ,.,.,,..._: .........._..#._.... _ "�_� ," IFPS Ywf 1d O FPS LAT AL,'B28" LATERAL," 2' � HORI ROFILE 40 VERT. 1' = 4' _�,�........�...,._.a.............._i ,�......_...%�:�,... __..-.�;..�.�......�__._..,,,�,...,..,....�::......,�;...._......_.I:_.���.::.::..z._...?.......:...,�_.».»�,....E..�....:,........L._�.�,.,.,..x.::.,..a„_..,s.....a�._L.�.._,h..,.....;..._.,�..�.m_t -I 6 ( ._„._..... � : °�. ._., , c 10 STOF#II DRAIN CONSTRUCTION NOTES 51 CONSTRUCT 18"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 + 32 CONSTRUCT 24°RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.U815' 51 65" cA 6+6 * Fog 56 CONSTRUCT 48"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 N 52 W 65 ^a aHo�� & -CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD.NO. NH251 CONSTRUCT JUNCTION STRUCTURE N0. 4 PER RCFC&WCD STD.N0.JS229 CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD.N0.M816 �h v >i •'� 'dZa I i�Z CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD. NO. CB100 MARKED"NO DUMPING, DRAINS TO LAKE"WITH DAS MANUFACTURING STA. 11+01.9 EC I,. 3"x 5 114"DURACAST STORM DRAIN MARKER STA. 10+66.5 BC' ' + J 65 INSTALL CMP RISER PER DETAIL ON SHEET 3 ci SO MH 9 ST STA 64+09.01 64 A 10 4.31 V=&1', W 70� ' STA 10+61.81 E" 8" L" 52 . _ STA 10+00.00 NFi B26A 'ROF LE-11 45 \ EXISpN6-L "LT'PER .' TROCT 31920 t-bf�l(}WGk 19� EXTENSION IMPROVEMENTAAW -- ------- ---0/ ,/f ,: ` SHEETS 5&6 EXIST;.RIP 52 A 0+ .1 ----- '-' V .4 B c CURVE TABLE .S3-LINE-"�--- i i� "'. W 0 t_ CURVE LENGTH RADIUS DELTA TANGENT STA 10 8.5 "--- "� _ --- Cl 77.6T 22.50' 45'00'00" 9.32' -----_—_--_.. .. . ........:._STA 10tOD.L10 LATERAL.." r 3 _ C1 17.6T 22.50' 45'00'00" 9.32' 35.34' 45.00 45'00'00" 18.64' Q V� LA 10 788so I - / LA RAL B I t 40 t 4 GRAPHIC SCALE DIAMOND DRIVE STORM DRAIN LATERALS WB28 B28A B32W IN FEET I i-h= 40' R. a a p REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED eY: aTY OF LAKE 9 CORPORATE PARK, SUITE 100 TRACT N�31920-1 ELSIVOW PROEESSlp�7 WILSON M/KAMI CORPORATION IRNINE, CA 92606 SHEET o Aso SCOTT M.WILSON DATE STR'ET IM VEMEW PLC DDA PHASE C T: 949-679-0090 � AT of �f � h RCE NO.49884 EXP. 09/30/14 STOW® IN LA 1" ABnp B28A B32' OF No.49884 A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: Vf�ti �GV G oV 08/N/14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.8M E-3-70.ELEV.1279.829. BRASS FROM STA. TO STA. 24 'Pf�. avi�E ��' STA LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF SHEE75 cazwvamy�.nAaw� DESIGNED BY: MKW DRAWN BY: ECS,RP OF CALXAOU DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.NLSON WALTER E.ALUSON,RCE 5448, ENGINEER EXP.12 31 2014 '®� OF MISSION TRAIL. W.O. FOR: F.B. FILE NO. ( i F i t { li , j 'Iz - 5711?FACf n PROP. NISHED GRADE STORM DRUN �+ flRSrDRM DRAIN ? PROP.�]N1SHEb GRADE i -' OVER¢...SION DRAW 8 + I F i - - -- -�- -- - - -_It a 4 O j r _ N"LY TOP OF BANK [ ?; PR f Dw I .. ... l _ - fJ P(+R g"SS P '1255.58 BOP 1255-'i... I F -ate a ELY TOP OF SW �.. 29+6.87 ..._�.... -r..._.. 1$"RCPL#T, .._..:...- --- HGL 1249.30 INV. 124fL85 1NV. j 1,y49.85 INV18"RCP �' S={;.0050 i s - 4 S t_ I 1 - i S=0.0050 , S=O.OD50 _ 088.7 CPS ti a 4"5: 9�i�Z Q y-. ,4 W Y J.�1 fps t. E.. - .... m...._ o+,_ „4 e sv s�v CONSTRUCT F+r i„n. CONSTRUCT 326.29 L.F. • ' a>` -130.3 CPS N= N= ' `; 130.30 CFS 65.5D L> 4T RCP w 1350 D �l � .... 54 RCP 1350 D'c r PROVIDE WATE,Ri1GHT JOINTS V -E0.0PPS- Y -•10.F PPS _ PRDVTDE wAtERncer✓Os W a< T INS q 107.7 CPS e � , GaNstRUG s9 L F CONSTRUCT 402.10 i.F %�7.0 PPS 54"REP- 1800 0 5-f - 1800 D a ms� � ST d� ,'_ �a.a "AFC 7 PROFILE HORIZ. 1" = 40' , , - VERT. 1' = 4' + __ + � I _� ( [ j 1 � ... � ,, : 4 _.-: (.._.... ..:�...w_-:__�•-._ ... ___. ,... .,c_�_,_.. ,:�...�.�.. .., 1_.,,,.�_..L::..:... +--:. s t -1 � �- ......t °-_.E - � ,..„:...:...__.:.��_d..,....�.�� .._.s......_�.:_..._.»�:.,,..#._...�,..�_z......,,.,.�:�._s._..�z_-..__L.,.._\,�......_�...,.a..... t =. 23 24 25 26 27 DU►�1BAR 28 30 31 32 33 34 - I F '( L 130" RISER -65 t . 1262.60 G.rop 112641ca 1259.E FGT 1 1 I _ STORM DRAM NOTES 69N7050`1 IF TA. 10+76.15 11 LO�-rr_� I I I Ij ea - ,..� Sys I �, I j� II N 4 -____;�,:,.....----"` _ N➢ 51 CONSTRUCT le RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 cP<N I !+ \STA. 10+ 'S3 1 R/fV�- .�- .,�.- -. _ v��^�/{� 52 CONSTRUCT 24'RCP(D PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M615 &G� m\1 $ 56 CONSTRUCT 48'RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.N0.M815 +^-1 (t MH NUb �-,,,_...-_ i 57 CONSTRUCT 54'RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.N0.M815 yI ,l +92.42 LINE AA 61 "Y+' o _ - :-"--""'�� �.7.--�� +-S $ o--CONSTRUCT MANHOLE N0.2 PER RCFC&WCD STD. N0.MH251 I \ - - -'--' -- 1, I -._-^-•-'"~ !- �-y CONSTRUCT MANHOLE NO.4 PER RCFC&WCD STD. NO.NH254 I ........ ... .. PROP.S/W�- PROP C&G'� 51" 3'10 Siff :.. � ""1 �'- -' J ---'- � m a--CONSTRUCT CATCH BASIN NO. i PER RCFC&MCD SID.NO.C8100 TH PR � _ o+_ _,, � .. _ ..-__ \- - ..�_--- x OAS MANUFACTURING _ � X. _,........----p��P�_=E^-"� '`� � �5 1/ED �DURACAST STORM ORAI DUMPING,DRAINS TO�MARKER � - -�.-=--=- _---- - ®-INSTALL CMP RISER PER DETAIL ON SHEET 3 .._ �_.__ _ - _---. `__ - R�y/ SID.NO.D86B i PROP S/W C2 _ HID EhL _- __ --- _ P 1 N �_CONSTRUCT TEMPORARY " lPROP C&G PROP ;/M_ ,: -_- __ CONSTRUCT TEMPORARY 24 CUP 14 GAUGE& G PER RCFC&WCD SID.U815 „w 6 67 CONSTRUCT RIP RAP PER DETAIL LONESHEET�3� -_____ ... o� BEDDING STA +1 4 .ss� mg�mE c� - 6. N16. 64 $ co $$, g g 63 -- o I � 62 CURVE TABLE a I CURVE LENGTH RADIUS DELTA TANGENT z PROP.S/W Cl 64.14 450.00 8'10'00' 32,13 PROP. STREET CZ 70.69 45.00 90*00,00' 45.00 u i STORM DRAIN - I iv 1 - / CJ 252.27 1606.00 9'00'00' 126.39 N 36.03 45.00 4552'31' 19.04 PROP.ME"CURB A i MANHOLE LI PROP.MEDIAN CURB - PROP.MEDIAN CURB MANHOLE LI GRAPHIC SCALE STA. 23+84.56 EC M4NFIOLE Lb .a m• ieo• n1 ro�-rAL STORM DRAIN LINE wAAA MH!p DETAL MH DUAL � ` I SCALE: 1"=10' - SCALE: 1'=10' SCALE: i"=10' I inch NE40'1It A 6i2 /f BC 66 W=12.00' PREPARED BY: H_g�' REVISIONS: PREPARE UNDER SUPERVISION OF: 9 CORPORATE PARK, SUITE 100 CRY LAKE EL�VORE = II Ill ESSI WIL..N MIKAMI IRMNE, CA 92606 TRACT NO.��1 SHEET / V ELEVATION a=1245.00 1V.fl e� �I y�0`� �� SCOTT M.N7LSON DATECORPORATIONS � (�' �AA (` oT: s4s-sus-ooso M/'�� 14 RCE N0.49864 EXP. 09/30/14 MOW DRAM w w A w w OF H No.4se14 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK: �7' t�nflp, M!1 s ilil'I �!!�' � 1' I !!III II a * m SCALE: AS NOTED 1 ! a c,p.caiaana >f APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY AND FROM sTA.23+20.42 To crm U+00.00 I 1 241 ! III II s F / RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS 2�4 II,' , I � MARK H P rq �� STA LA ,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'T"INTERSECTION OF $HEFT$ �Ogjyb,gn�p�wy,D DESIGNED BY: MKW DRAWN BY: ECS,RP OF CpUE/ /I ill j 1Qj) LR1It4yJ�1Y5S� 1 D% D�TE:: M SStaV TRAIL.AND MISSION TRAIL 27'EAST OF THE CENTERLINE W.O. FOR: F.B. FILE N0. CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON WALTER E.ALLISON,RCE 5448, ENGINEER EXP.12 31 2014 B g rt : d .,..,.:... i-t-777 }:: ._:.�-I-d .....I....• e r t "awn : o. if7P.�ilSHt�GRADE r� v,,e A. �EY<_` mw STORM OWN _ w _t , S W i (PROP. FINISHED ERODE OVER&SRJRM DIM 1 k _ a w i HGL • "� z a PR, 1"(IW - _f5 0.0050 - ------t-. tij: 1259.02 MV. :. t [ r E?�h 1 7. P 18"lP WT 62" .: ..� _ .r ' . , 1159.,7 RNK �IW*SE­-_125755 ,..-125739 SOP - ,...-�., _ ._„__...�-.,.. ; S=O0050.: ; E EXISTING 24"RCP 1?55 IE I T ,}�� ,..: -::.r w {`� '"__:..,_. .. ..._.,_ P1 517MMERLY -o``�' ���- _...-_`.. STA.37+45.94 Sm0.005D Sx0.0050 IMPROV€MENTS o* TNT-- .a " e o : .. ' :! A 35+7i:25- HGL RCP-UT. AW ..., t .I: ' I (3 2 CFS a 24 RCP TAT "AA 6" -5=0.0050 125326 INV. o .. , o l 1251.61 INK M ' y _I VVV4.1 BPS i- S=00050 t ]: M • E :: _.,a__�_ c, .:.. C� t - _ .:::'. -CONSTRICT,124.9E LF .. ,..._., s 1 a h' v, r ....a. rn , `- ..-1 n L. -, RCP».CLASS'IV; _ Z �INL I >o n $ s h llg, "? u3 i PROVIDE WATERTIGHT JOINTS - STA 34+70.11 . ., L2�.0 CF5 �' ' 18"RCP L .. t H^. i`� L: "C{ -- .E.--...� rz51.72 INK T.0 FPS -4D.91 CFS coNsmOCr I8"RCP T"AAS" , 68.1 CFS ,? 0r9� a a -- -- 1 EA z 0>` + + _ ^ 51^ JO RCF T200 D 1 1251.98 INK ::: - „� ..V 78 FPS: -- CONSTRUCT 175.55 C.F. - CONSTRUCT 46.95 L.F. { (- .._.... + :_ ",�... .v> ::.. PROVIDE WATERTIGHT JOINTS 45 __ Q FPS W 1B RCPerAss ro - 1245rf�wCv. 1245 1 y -88 7 © , `c s"v Q;.sv ` { , �- �. t PROVIDE WATERTIGHT JOINTS.: -_ '7d�' ( y w y a C �''- CONSTRUCT 170.03.LA -- = -V u FPS I NSiRUCT 96.4E LF - X4Q- _ _Y .•9. FPS I 36 RCP- 1350:0 ? _ 48"RCP 1350©. PROVIDE WATERTIGHT JOINTS .. t • ;... CONSTRUCT 703i L.F. �,� - • ::_ .-48 RCP's 1350 D „. A W T� I A:i4 @ LINE PROVIDE W ERiIGHT JOINTS - STORM DRAINLINE AA : 1 { • S 1�/ IIVI Dh,Uyll - t 1_...".. ._._.., E- e r i P PROFILE r HORIZ. 1' = 40' -., .._..�i jl 34 35 36 37 38 39 40 41 15 16 17 STORM DRAIN CONSTRUCTION 11lOTE8 57 CONSTRUCT 18"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 II �I I l ` 1 / Ir • N O�� �� 63- � - J r t) r 1 5 � j r''� ;� N� ���w� �_ �doh �o--CONSTRUCT 24"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.N0.M815 v, oc�n ( t.!' CONSTRUCT 30'RCP D PER PROFILE &BEDDING PER RCFC&WCD STD.NO.M815 $ n u v I I. i _ d' STA `�.> (- ) u - {~ l •�?�' 70+79.89 51 64 S' ti��� ( ( /I j ;7 fNNQ PIPE 65 j ®--CONSTRUCT 36"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.N0.M815 Nuiz n- m+s t" RISER 5B -- __'L._ -_w In c W.70 TG 't t �- - -- --_ 56 CONSTRUCT 48"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD SID.NO.M815 $ mmq ce z '-ztkT �ro cn 12 6 't + t ... --_-,-- �- R 5 zv>v>I'ii 3 A ID+54ac .54 T % ! 1 1264.7 FGG Bp _ D STD NO M815 B` ( T 'pry /' t� I/ / ; O ... _ ._ _ _ - 57 C'ONSIRUCT 54"RCP(D-PER PROFAE)&BEDDING PER RCFC&WC a _ rmg, mp �� � car TRUCT WNWOLE NO. I PER 0WD STD. NO. - 5227 .�__ &STORM ORANN� 58 CONSTRUCT JU STRUCTURE NOFR RCFC&WCDHSTD NO � € T - CON T CONCRETE BULKHEAD PER RCFC&WCD STD.NO.M816 PROP.S�- R�2 _ '� 5--+---- UN CI � STREET � � J 9/ _^_ _. -y 60 STRUC -f -y-...". -_ =----_...� ""-•- '� CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.MH252 t t�-CONSTRUCT MANHOLE NO.4 PER RCFC&WCD STD. NO.MH254 -- -- i O I ,I '"T�PROP. S ---R�W� ---- -- --j ,,, ----__ a-CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD. NO.CB100 STA70+05.93 BC p - - - X DAS MANUFACTURING 't MARKED"NO DUMPING, DRAWS TO IeNCE WITH 53 I{ +3 3" 5 4 DURACAST STORM DRAIN MARKER 2. INSTA.LiCMP RISER PER DETAIL ON SHEET 3H -- tj - N N�00' ;' I,, -�, � z \, -------� PROP - . ._. s/W��_ "' "`.--•--_ � -�! 1,t R ``a+ o -� - y x •Oo NO6'31'2 W ^*' cD 1 x^ id'vt n vN-OS SEE PROFILE ONySJ 2 1 +�+ a I , Z x z E `C to SHEET N0. 17 �__.- C1 l 1,' ' EY h 1 � t RI g$o wog o o v M g �58 PRC I j' NNT STORM DRAIN LINE `G, g = z 51 m i S * 11 1 t 40+23.86 LINE Aq' o+ N STA CJ 191' i t t f0+00.00 LQ RAL 60 ' 2820 PRC 1 MH 16 51� �244 C tA•40+26.36 58 CURVE TABLE N4 4 t N50'1759 W 52 CURVE LENGTH RADIUS DELTA TANGENT 1 I SEE PRpp� CI J95.95 1194.00 19,00,00" 199.81 i CI t i t SHEfT Np 17� SEA. 7/+p C2 69.31 45.00 88'1437" 43.54 CB7 (I r I, t_- - END 4.45 64 T STA. 70+7.55' ¢'pg PG c 65 CJ 28.20 1619.00 00'59' 14.10 I �� �'RISfR CI 34.24 45.00 43'3541" 18.00 V=80; W=7 i 1 1262.80 TO STA 64 T 704R7,'F, _ 1 72643 FG TOP G5 17.92 22.50 453716" 9.46 £N0 '15 t V�'W W_ p• 1 1 1259.E FG BOT L5 27.25 45.00 34'4636" 14.00 GRAPHIC SCALE 129.97 2000.00 03'43'24" 65.01 w• o m w• w• +ca STORM DRAIN LIME `AAA i ( i( i i �A6T13'1 W 51 LE 28.67 2250 7300'09" 16.65 I IN 10+77.45 IN FEET SEA. f0+74.o3 L inch 40'I It PROP.MEDIAN CURB PROP.MEDIAN CURB +I. I I �I / 6l 2.a�� REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAM ELSV%X)W MANHOLE LID \ MANHOLE LID C pROFESSI / WILSON MIKAM19 CORPORATE PARK, SUITE 100 TRACT NO 31�1 A■ 1�Tr,/�''7i�-f.G/,� (o ! IRVINE, CA 92606 SHEET MH#1Z DEI"n� NCI RV ALL A� _ o l M o, SCOTT M.NLSON - DATE CORPORATION STREET I VER�ENT'PLANS DDA PHASE C.` P SCALE: 1=10' SCALE.' 1"=10' RCE NO.49884 EXP. 09/30/14 T. 949-679-0090 STCIRM ��[( * A� * * 15 h OF No.49884 A THESE"S HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DRAIN �Iltl� !'►7� BENCHMARK: ye.c.osixi+4 �' APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE. AS 1M1 RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24 'f/gfF cror� 4 STA LA AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF S r "' ca2wvana ocpn DESIGNED BY: MKW DRAWN BY: ECS,RP OF CRUF DATE:, CORYDa•!STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.W1LSON WA TER E. WSON,RCE 5448, ENGINEER EXP.12 31 2014 - OF MISSION TRAIL. No. FOR: F.B. FILE NO. _< _, } .--._-I,.-I,-.-"l_—-I��I'I��;4!iII�,e�I��I2"��,I1t-��'�---III���jII1.��,II�IIs�-Iin;---IIIII,�1IIII�I--r-�-iI��iI�Ii���5�I�,I-�I�I����-��,I�I�II�II���II-�:I---"_-t I_""_'_l_-l_�,I�IIIIlI��II,-,'-I�Ii�_Ip IIII-�I,',�III--_---I--____-_--_-l4__-_,T�__-_-_—_,I---�--_-__"�t_I_III-I,',II�I.--�--II��g--II-I��'-II',I.III�;I�,-�'I­-__.--"-­-.--"__.I 4-:..--._1]­-,_I-1I"4_iII�-,---:�I�I-�,�1 I�I-­��I�-���iII--I III�IIIII-:,,I i ) } F « ; -} } 6 - ; { , '''*7(7(7j(''' 4,,, , ).. t — ..: .....f }} 1. T I E °� 1 } t i i - E �N t _..I... j _ I ( _ _ -1 S PROP. NISHED GRADE .( : i _ OVER¢STORM DRAIN i { - : . - € :# _ 4 8 Y/� I I ­__m.._., ,.. ___:. . -,. ..q._ _. ,__'_.:_____ __., --- _ u w --- 1'�$ ti ar IIII II IlIII _ _____. ._.. __.. .. _.: _b _ ry 1 :!n: ...— i _"i I _p t .- - ' W , I M { k E -f [ _� a ) I I - - i I . _.1 a1d0 - , S- I i 255 t255 — . ➢ I ,_ oo #. } I i ,__ I r K n N. 1 _ I i 1 - I I I .� y.... _ _ I ( —� ( m h y v�"i., "Y } CONSTRUCT:27.N L.F. ( '- € - a' _.a ': 18"lPCP. .-CLASS IV - I' -g'z.o n ::�° ,-n PROVIDE WATERTIGHT JOINTS � � f � � ' -... . __. ,.. .._c.. _._,.. -:. _, .. ,,, U__ ._..,..., ..., 7�` S ti a m z 9:8 CFS :... �., . V 5.6 FPS , I 4 i _ _.._..�;� - I - i-l'1"_�—,i I!I1II-II l IIII-�IiI IIIII'i III'I--f,I-lII'"III--''1 l,l d_-�I�I1�-cI�I�":i�I�Ip--i-II'i�II1II��I.�.�IIxI�IiI I!;:'�-IIIi;I�II�I--ci IIII��I�I�II1��;��'III��;- y }� CDNSYROCT 71.63 L6 __ �...-T.-.-, I -24",RCP k CLASS IV ` PROVIDE WATERTIGHT JOINTS_ a I 9 15.3 CFS i i Y 4�9 FPS " t i ]d tt —= I i _.�_ '_ __ . - - _ , STORM INd LATERAL E%-BA 'i -__ ..; . _ ___-_ _.__..v_ ._.____:.. _.«_.._____ _. _ _-------- _.,...I. _ .u.____., .._ ._.,_____ . _..,-._.. ,. ., . .. i ! - I SEE.SHEET NO. IJ FOR PERM VIEW T }-- I! I - ,y g I: �( j. . ..:. _ ( .: } ( C ' NOTE: PORTIONSS OF STORM DRAIN OUTSIDE - ' OF RIGHT OF Y TO BE PRIVATELY MAINTAINED i I i } `I k . ` 4 is _ €( « i 1 r.,.f-... ' t E - - - } r . € ..�.. - ,,._ —.�.. .,... ,,�. ,w1-..« _.. s - [- T _y ,.�,._ i a; « I t e.: ; I s _ .,.. _,._ € -; , —t __. _ _.�_. , __ �.. _. - �� : I - ._ .,._ , : _ i _ I : : I _ _ ._.. - -. --_. .:�.. _. . < ..� F - - ...,.. _.___._. _ _,. . ,.. „. , - „. . .. �__-_:-_ _ _ .._ . ... ,...: _ ._. �_1 ._rt _ ., .. :_ -�- 7 - E _ _ _ _ _ _ _ i I._ I 1 e 1 - g I - I € r --y- : 1 : - _ -:_ } f_. i _ C i T a I , 'i a I E ' 1 1 1 s , o � 1 } , , L [[ i I t I E I 0 3 k •— - y - _ I r _. .. , I 1 ' k < _ : .t Ip.... _-4—..._._.._ .,.._. __ -i , , i. ` 1 I . I e i s d E f i_—F I 1 _ _ _1... V �.._�._ -- ..- ,- I-__ � _.. _. _ _-_. .€. ,. I :. _r _ _ ._.,._ �_ . , ..__ .. .__._... I. - I ' 1 . .. [ I I 1 ( � I __ i { { -:I r :. `,-: _z...;: .........1__.,.,..., t.«._. ,,.,::::: _.., ..k,....,,::c_.3.._.._ (_ ....._.._.._,,.....1 .;;;e i_._.I_..,,_I _.- i_...er— _,-..._.__� -_......,,,,,u_..........._1-._ ..._.i:.;;.. r ,.. ..._....__c.L,.,____P___.,... _L__,.._.,, _,__....,._.C.���g�__. _ . _..........m_.,..__._...._...... i__ F__........... ......, .....,,,d......�_....._. _.l .,__.,<._.,�L_ ........ PROFILE e )DO V HORIZ. 1: = 4D' REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: 3 PETERS CANYON, SUITE 110 CITY OF LAKE E'er VEST. 1" = 4' Lll p�O WES�I WILSON MIKAMI 7RQT pQ, -1 GRAPHIC SCALE s 6o / 1 CORPORATION IRVINE, CA 92606 SHOT o SCOTT M.WILSON DA STIET A1r�l''i0VEtfEVT MA PHASE C ::�:] �&<4Fu� RCE NO.49884 EXP. 09/30/14 T: 949-679-0090 w - m STORM DRAM LATERAL. PROF LES oF s No.aeaea - THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: * E.P.MIM/14 'I APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS �Zy sf c v# �P THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'T°INTERSECTION OF Q7 FEET) o �D�2 0 0 0 9rf OF CA' DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE Sf�ERS _ 1 inch= 40' [t caswe�W -lc DESIGNED BY: MKW DRAWN BY: ECS,RP CHECKED BY: MTM PROJECT MANAGER: SCOTT M.MLSON WALTER .ALLISON, E- 5448, ENGINEER EXP.12 31 14 W' OF MISSION TRAIL. W.O. FOR: F.B. FILE N0. } PROP.Epp OVER s =PROP,FlNISHEO GRADE m p- .:_`_._. .:: t . I -• 2( € ( a° OVER ff Sf4RM OWN s j "� $ � �� z M (._....i-...,...:.a i.. .. �', .:. -.$. - , x W x -t t 'o W o PROP ORADE ..; i3r,-�•i 1 i .: '� rz1'� =sue +. 1 a Parma . OMtR4STJ ���g� a�++ F ©� • i I. n::°. OYEH OAG9A# :o _ ac �._.�3... "� w _. �,_ - 4��r-- 12$5 I 't -� ��� 1265 �266 g� �+ �� 126,ri 1,2B6 7256 f2� N f- L ,o l ! Tx s *VE WSE=1258.72 12.59.68 .`° WSE 7258.53 1 a n HGL HGL 1 -a 1 HGL I 1255 b 4255 #2 ��i�°S: 255' i g5 }255 }2�5 BULKHEAD( 3 R� I 10 , S-D Dr00 .. . ' CONSTRtcT 77.E 6.f. 1$'RCP CLASS IV w_:: a - 1245 1245 i=te5...._ t + 1�^4 1245 - 12A5 125 M t95 1 t2 6 CFS rn ®ver a viz. .n �n CONSTRUCT 5L42 L.F ,`:n a `<N::. ' a .:... .._._ :: �•- ,.,'Ss Tis .. i 24x RCP..- CLASS IV ..: '.VW,12.1 sfPS t E -�.>a +a �.:`v w - _ P46ADE WAT€71D#f7-.(OHs7S PR. + b H -�7 -274 CFS CONSTRUCT 39.11 LF.I: CONSTRUCT 29.47 L.F..:: .-; - 1242.24 MP CONS 69576F. < c 18"RCPi- C IV 4 18"RCP--CLASS IV--: .. ::[ I ^^ Ma= ecru a _ Y - .7;FPS I „ N H"hhtyg_. h„ .: 24.:.RCP� C SS::IV 1n�r: PROVIDE WATERTIGHT JOINTS;. A A .. I . CO1�L 30.00 i.F o STORM-1� I w 24 CMP MP,)PROVIDE 1YArERricHr aotNTs . ( 22nT. CFS (�-2,tl CFS A A VT# L.�'tT STORM`- LATC-RAL AA6 eorosTRucr 34:87 L.F. CONSTRUCT 2s.47 L.F 14 GAuuE- 23.0 CFS _ Y - 2,9 FPS ---- - k _ Y f6.7 FPS- rtP 1 48"RCP CUSS IV iB;-RCP CLASS!V 23.tl-CFS M}�,.. $EE'SHEET NO, 15 FOR: CAN EW" fi SEE$MEET N01 i5 FOR PI.ATV VfE4i ` t.5 OF EXTRA coVER Ya�-73 1 PS Y 7.3 fPS 1 p� �-y u�� � `p p /��{ /�Tt/�r eeL Q =6.5 CFS gel7.3 CFS STORM VI-iAIN RALS "AA4 �JA Y -18:i FPS Y -23.0 FPSVIEW- - } MM _ SEE SHEET NO. 15FFOR:PLAN a STORM LA L. 7 STORM DRAW 7.LATERALS AA1 AAA ; SE€ SHEET N0. }4 FOR PLAN VIEW ' SE€SHEET NO. 14-FOR PLAN VIEW if T z - € i PROP. ISHED GRADE g z t9 : _. 5 w PROP_ lED GRADE I P - � STORM DRAIN ,'� o... : ( ,-,o. o -o OVER�SIfaGM DRAM1 - , R( Utf j HLR NIX WSE 126f.40 T .. ¢ I , o E' t 1 FUT.20'DW �.- ..::1 725PE:._� .. ..:,_ �... - - - WSE f 2 60 � - ' 1 5E77 fi P ._ `Q.:i .: 'c.�n.�w 1255 + c�i o mrn,--.r. v�* cf mom' . . - - a� m CONSTRUCT 39.66L.E ( CONSTRUCT 13.69 L.F. t J �.- - ",> 18 RCP C CLASS IVCONSTRUCT 23.81 L.F, 18^.RCP "CtAS5]K' z:. 22.2'CF$+ ---r.5j> ` a `.: _ !: : ' , PROVIDE-WATE GHr JOINTS 24".RCP� CLASS IV- .PRO TERTIGNT JOINTS - I t ";o o gGO- ©Y,-�.. `n. ....._.1._...._, ,._,1.,.....a_. ....,a_..,._ ._,...:_a , .. PROVIDE WATERTIGW OWT$ a - VW7.1 FPS g g _ _ . .F. ...L _ ' .:9 ( .7 CFS y - 8 CFS 1�9.4 m [ Y 3. FPS_::.. _ $ Y -2.2 F?S ] - CONSTRUCT 71.i0 L. = �� : ::• #::. j I I Y3.0 fP - YN i - ?4"RCP crass rE -CONSIZO 27.00 L.F. PROVIDE WOERTICHT,JOINTS - - ` 18"RCP(--.CLASS!V • - ._ 1 L.. ...: , , -: , i - _ -PROVIDE: FIG+FT rIOIIF)S!.. i - _.. I .:, ._,. . ;�_..:: ..::. w..__.,,,,...'.. 7. ,:, __�:- .- ,._..M __� _., ,,,,,..._l. :. . ,, - .. ,._ :. ,... 46� CFS PR s 1 12�s Y1A5 12 a f0.9 FPS, 1242.99 TOP' _ __ . _._ , _t [ ' }} , . = I STORM DRAIN LATEFAL A I PTQRM 011 TERAL ..SEE SHEET NO. 15-FOR PLAN.VIEW �. --_. -n--.. i ! - S€E SHEET NO.:..)S FOR PLAN VIEW - -' - gg NOTE; PORTIONS OF STORM DRAIN OUTSIDE OF RIGHT OF WAY TO BE PRIVATELY MAINTAINED _ PROFILE �!J V REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: On OF LAKE ELF HORIZ. 1" = 40' 3 PETERS CANYON, SUITE 110 VERT. 1" = 4' o eR4ES�l0� WIL50N MIKAMI TFMiCTItl�.3A20-1 GRAPHIC SCALE 1 «/ T. 94 6 90090 SHEET ( CORPORATION o ot SCOTT M.W1LsoN DATESTREET NY�'ROVE PU`�DDA PHASE C T. 949-679-0090 17 s ,a u �. lay w, RCE N0.PLANS H EXP. N REVIEWED STOW DRAIN IN LATERAL A�AL FI CS oF " No.aseaa THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE BENCHMARK: f-iM t V A�l'1 1 G-N'[i. PROFILES 3 * Ex.09/30/14 �h SCALE: AS NOTED � a APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS �zSI ( IN FEET) c U (S�U��c Q Q sf9�OF VCA�AF���\P THE TA LAWS,A PERMIT CAN BE ISSUED. DISC IN CONCRETE POSTND 72'NORTH F 27 INTERSEC OF TION OF CENTERLINE �m t Inch= 40' ft. Cy,pwpays g�py DESIGNED BY: MKW DRAWN BY: ECS,RP DATE: CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON WALTER E.ALLISON,RCE 5448, ENGINEER EXP.12 37 14 ' OF MISSION TRAIL. W.O. fOR: F.B. FILE NO. -�i f269.9 X 122 3.7 x , ��, 1 , f ; ,/ , -_4 -1- - i -'Y'� /y 1269.9 _ TRACT BOUNDARY 9269.9 %� �� ( t -r� - 'T. RIGHT OF WAY . LOT LINE 1259.7 1269.9 - ..- ..._. TOP&TOE OF SLOPE x x �_. - 269.8 NOTE. IL FROM CHANNEL EXCA�DN BE _ C 27 X �°f ( `��t� -�`- USED TO CONSTRUCT-SLOPES ALONG CUT AND FILL LINE SOUTH SIgE• HIDDEN TRAIL �_� �� 1269.9 1 di; -,� f ��.. ....��../� . .:-.- —1294---� ^ PROPOSED CONTOUR //''�� 1250 ... EXISTING CONTOUR X EXISTING POWER POLE fr 13 X.6 _...._. `� i t i � f "' PAD=XXXX -PAD ELEVATION /` j-� ��w.✓,/'� - ' ( jj� I �,�,.�-'--.--- 5. LOT NUMBER DAYLIGHT LINE ,;e: �,�..• / / _ ,•''' „�.-„_y-'` �i 11� --"�� 29- SHEET FLOW RATE GRADED SWALE i2 X.7 �„-w-- ,�. 726 .? " ,rr"" � STOIRM 14L - STREET CENTERLINE 1268.6 - 126713 -1 ... X X I _ ,�.._._��-•--� ��r ,-,-: - - SWALE HIGH POINT FLOWUNE 1268,5 t2 1 ): - 18 CONSTRUCTION NOTE I 12s9.s _— _ ��.` FL 1260 -- — ,/ 17C.2 ....-- _._-„____ .�:.._ : EXIST.r DIA. f X X LL —= --_,-_------'-" _ MONITORING IN% R SOILS REPORT ��— .r- 255 E ,270---`-""` 1 1� M>N ABANDON E(IYP.)P X -"'.'�v�.--•-'...-_-. -�-.'"_ `" 1259._------"`" 1 50 FL (%)`.. I —- FUTURE STORM DRAIN 40-6 J PER SEPARATE PLANS r t`'-----t2`"� .„„-^'"r""�,"' ..--'. .r''.- --�1-2`..•6--, r,,,,.....-_.... .. ............ 1 (� - PROPOED- PER ST EET IMPROVEMENT PLANS 1254.50 FL TC TOP OF CURB FL FLOWUNE ELEV. .____-�-_.._ - _ / � � TG TOP OF GRATE r' �`',�,...�..._- ____._..�,_.�. �=:- •255: GB GRADE BREW -�._.._..._. -. FS FINISH SURFACE J - -"" - f ,r 243.0 LP LOW POINT HP HIGH POINT INV. INVERT OF PIPE 1254 1251.50 FL �r _ h NOTE APtytY M1Tk1UtGH 70 SLOPES I _-- ti� ; 61 / 2414 FL o-CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 3 CONSTRUCT 3'WIDE CONCRETE V-DITCH PER DETAIL ON SHEET 3 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 W—CONSTRUCT TEMPORARY CUNITE DITCH PER DETAIL ON SHEEP 18 3:1 CHANNEL SLOPE V -10.4 FPS 1 — 1 4850 FL 1240,6 1 4, �. VARIES Z, _.249 �QTo=8.2 CFS '/ I— M o z 4' z o V,e 4.3 FPS 3 • ' � 6~X6~X#IoXp10 wwM 4 TICK 0 12394 FL GUNIITEE DITCH a �O EXISTING o F- GROUND ti� ,r GU DITCH DETAI � -- 68 --- ---- - -- ---- .a247' GO V--DITCH �`� � ,/ GUNITE DITCH SECTION A-A 1145.15 FL. - •.`� �� V 1244.50 FL61 129X40 E 1235.00 / _ .. GRAPHIC SCALE �. � J - ao' o av Leo• 1236.0 FL 1 inIN FEET ft. ©V 6i ♦ /1f oh a REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINORE q 9 CORPORATE PARK, SUITE 100 o pR��IQg4 WI L S O N M I KA M I TRACT NO.31920-1SHEET SCOTT M.WILSON G`pAh CORPORATION IRVINE, CA 92606 STREET IMPROVEMENT PLANS DDA PHASE C RCE NO.49884 EXP. 09/30/14 T: 949-679-0090 �w 18 OUTLET CHANNEL M OF No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK: �.i�IF1D $ u A SCALE: AS NOTED WWII * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS F110tA STA. TO STA. 24 O O ��51'�0 0 0 Jlq �1 STATE LA AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF°T'INTERSECTION OF SHEETS caasra xunp UU4 DESIGNED BY: MKW DRAWN BY: ECS,RP aT CAUE DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.MLSON WALIER E.ALUSON,RCE 5448, ENGINEER EXP.12 31 2014 ?,'3 OF MISSION TRAIL. - W.O. FOR: F.B. FILE NO. 1 r Iri j '7 1Tlr' C -1J 0-10 I '` •�\ cp c i /c o1,7 1271.7 FG I 1 1 N3 i 1271.8 1271.8 FG P 1271.2 FG 1271.1FG < / Y i p� 1270:9 FGBOR I 't 1269.3 FG 12MO FG �� 1269A FG 1269.0 FG 1269.3 FG 12613 FIG 12M.7 FG 1269.7 FG 1270.2 FG 1270.2 FG 12707 FG �-B �70.6 -�f��j / :I \. 1269.2 FG _ 1264.38 FS - A _ 1264.83 _ •!' W --- �T---------- 7- -1 /__= -_ IA-126 - �_ I ..I... 7h2fi5.40BY�yr-- peI �`' BWW �� / -_"-- ! ..- �JJ(A \_ i • 1T.T8 BW Y � 1267.02 SW - � 12 .60 BW. Y K� 1266.17 8W 1265.75 BW �}L + 126554 BWI >+Kd. 1265.26 BW hr 1265.08 BW -_� _ FSJ-- (� "- n SR _ •- tZ6A9$BW 1264,81 BW W I \ w ----L_--- ------ ---- ------- -1- ------------ f265.30 F 1265.16 --- 64.88 FS 1264.71 FS i J ; 1267.68 FS 1266.92 FS 1266.50.FS 1266.07 FS 1265.65 FS 1265.44 f5 1264.98 FS + 75.00 1264.57 BW 04 14+50.00 1264.30 TC 15+04.37 ECR uj f267.83 FS 14+00.00 LIJ �.112T677�2 F 11+00.00 11+50.00 12+00.00 12+50.00 12+75.00 13+00.00 13+19.46 13+50.00 13+66.63 1264.37 15+00.00 1264.39 TIC �'� I 1266.76 TC 1266.34 TC 12fi5.91 TC 1265.49 TC 1265.28 TC 1265.15 TC 1265.04 TC 1264.89 TC 1264.80 TC B 1264.63 TC / 1264.37 TC10+4 A i1267.67 TC 1 1 I- W _ _. --- - ui 15+22.95 BCR co _ _ - - - 15+00.00 1264.49 TC - - - - - - 14 1 1264.37 TC 3 126740 TC 14+00.00 1264. 12 10+50.00 11+00.00 .11+50.00 12+0000 12+51100 13+00.00 13+50. 1264.63 iC N 1264.53 FS / t267.56 FS 126 �.31 TC 12K76 IC 1266.34 TC C 12M91 TC 126149 TC 1265.15 TC 1264.89 TC 1264.53 CV ce 1264.79 N 126T 47 FS /266;92 FS 1266.50 FS ` 1266:OT FS /265.65 f5. NI 1285.31 f5 1265.05 FS NT 21 6 W ' T _- -� n� --- _ _ _ - --- \ ^_-_------- ---- .63 BW - Y ECR i 7.57 BW M 126702 BW maw 1266.17 BWt265.41 BW 1265.15 BW �'i - \ 36TC // � e - -r_-� -- - = -- - � _-_. - 12fi4.67TC 1M7.66 BW ---- -_- ---L ----------- ----Li-__-_----"----------------------------.-_J_ti-._-_-- 1267.E FG 1267.E fG 1264.798W 1268.2 FG v i 127Q8 FG 1270.8 FG 12T04 FG 1269.9 FG 1269:3 FG IM8 FG m 1 67.47 FS I /� f271.4 FG 1271.1 FG - 1 7.57 BW I I� �'i C �7� 77 co I \17 TF-ilAC Il _r 11 r1 r> HIDDEN TRAIL CONSTIRIUICTIION NOTES 24 CONSTRUCT RETAINING WALL TYPE I PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD LORINE RfW CURB CURB LORINE R/W - LORINE RJW FUTURE FUTURE - FUTURE CURB FUTURE WALL 1J' PROJECT WALL -t3 PROJECT WALL 13 - 12'HOA LOT YFUTIM U14LK 8' - 12'HOA LOT 1 5'WALKWAY 8' 12'HOA LOT 1 4' 1 5'WALKWAY 4` E 1" i0' 1'` i' 14' Y FUTURE PROP. - PROP. PAD ELEV PAD ELEV ?_ , PAD ELEV �2$ � 2% 2% SECTION A-A SECTION B-B SECTION C-C N.T.S. N.T.S. N.T.S. GRAPHIC SCALE 2V 10' w w w ( IN FEET) 1 inch= 20 It REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: 9 CORPORATE PARK, SUITE 100 CITY OF LAKE ELSINORE TRACT `a EssI6Y� wiLRPN O STREET IMPROVEMENT PLANS MA PHASE C 31920-1 VINE, CA 92606 SHEET IR M/ CORPORATION SCONE M.W,LSON DATE T: 9A9-679-0090 19 W y RICE N0.49884 EXP. 09/30/14 HIDDEN TRAIL No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: OF * EKP 09 30R{ * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS PARKWAY GRADINGDESCRIPTION BY �PR- gar- 24 STATE.LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF DESIGNED BY: MKW DRAWN BY: ECS,RP 9�OT CP��4 DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERUNE SHEETS CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON 'ALTER ALUSON,RCE ,PRINCIPAL ENGINEER EXP.12 31 2014 '1/ OF MISSION TRAIL W.O. FOR: F.B. FILE NO. IL N INKS 1, 1 rRA r 19 0J 10 I 1264.64 BW 1264 - 1266.8 FG 1266.8 FG 11264.52 T " 1 ,.•�� \,'. d, / 126&2 FG 1 .6 FG -t264 48 tiN,-� ms6_ LORNE R/W CURB 12679 FG 124.29 B FUTURE 13, 1264.03 L-_-- � PROJECT WALL ' V 1267. FG _- - "" 11-3e 12'HDA LOT 1 5'WALKWAY 6' }264.43 �-.a1=- 1264.19 FS ..._._ 1267.5 FC --- Y ae' -�.��" �' ,'i+ 1 r' •.� ` i - - FS -I 1 AD ELEV �• 1. _---= 126593 BW f�= 20+26.85 ECR 7, I 1 {{{ 1267.1 FG ".l.- _-- f f p' ""' 1264.22 TO Q 1 2,4 2X 1264.33 FS 11�RIL3 TC Ic Y - j�T i- 43 BW � Sit 19+50.00 J 1 _ 1264.83 FS 1263.77 TC . 1 £CR ' --- w ; 1265.83 BW_I- 19+00.00 - m r264.96 TG t 126ZZ FG �-- x�_ 1265,33 FS 1264.17 TC / _ �-- - - w SECTION A-A 1267.4 FIG _----'" __ 18+50.00 i I N 1165.08 BW t 1265.67 BW _ - _- O 12674 FG 1 --` - - i-- _�� 11 1265.73 FS 1264.67 PC - '�� _ - N.TS. 1265.41 BW _s„=:.. Nx1 18+�00 _._--- - �... 1 2D+U61 El � law -�J - M �" 1265.57 FS A 1�517 7C - 128463 TC t7+ 00 24 19+9394 BCR \ w� 11sa.os Fs 11s39s rc 1264 7r Fs �' xJ 11 1285:31 FS 1265.57 TC - _ -�'�•-- - 19+34.99�'.` 50.00 1265.30 TW CURB 17+00.00 - ��- _ "" �f 1263.83 TC i D 1164.8 FG FUTURE LOILINE R/N' _ 1264.81 BW 13' 1265.05 F$. ��s G 19+00.00 1265.25 FS 24 PROJECT WALL Y� 1265.01 FS 1265.41 TC - r G 1264.17 TIC 126,198 TF_ _ - _ -- -- 2a 12't LOT FUi4A1£MAtK 6' 18+50.00 ifi+50.00 _ ��--�. _ ---""�"� 1264.75 FS �� _ -'I' -...� 16+00.00 1265.15 TC -, _ �-'-'- 1 -- - -"'�� 1264.67 TC GB CGy.gs-fyy �'1265.20 TW I TC FUTURE 1 q 1 391 FS 15+92.64 OCR 1264.89 TC _ - - --- 18+00.00 1265.25 FS __--E ,. 1 1264.4 FG _. PAD ELEV ,gp.. 1264.7 FG 1265.17 TC GB .�-"7784.3 FG1263.95 -- - �� .- T(' 1264.85 TC 1267.16 FS _ - �- . - J �N� 1� ECR- �f'�' 1 /�J i ,_ -- 17+50.00 GB =�_.. 1265.35 BW 12631 TBFw .- -- - 1263 1 1166.00'W -� _ _- �--- 1271.4 FG G \ 1�� -- 17+00.00 1265.57 TC. --- -- t279.7 F 1 2 5 FG I ' _ 16+88.32 1265.41 TC --_- S[bp'�€9AN`tl. - -_ -- P 1 4.85 BW - _ -_- 1271.0 FG 1271.3 fG 1264.04 BW 1 -�`r�~ 1265.35 TC ------- - 3: -�' - -'(_ - 1271.7 FG I 116d 18 IF _ _ 16+5aOO _ - _ _ 1265.35 BW W - MS 15 TC - 126741 FS ---` r-s-�� - 1 M G8 _ -_ - ""'''�� � 1 6.90FG 3a°° B _ __ _ �` SECTION C-C �" t6+0728 ECR SLOPE--7786,92 FS __ _- 1�267.26 BW J_�- -,_ 12h18 FG ,�f 12s3.05 TF N.T.S. 1164.92 TC 65.31 FS ie' -TgAd51T� - _ _ -- _-="' 127D.7 FG \\ 1265.08 FS -' 126751 BIN --- 1 ./ 12-- BW 2 F.02 BW o",GB 127018 FG \ 1 I 126518BWGB 1271.LFG ai rJr1AG. ' J1-920-2-1 1267.0 FG 1271.2 FG / \ I / t - 1267.0 FG / �� �. \ '�" I LORME R/W FUTURE 13' / / CuRe �..Cfn Z ``J /10n \\ I PROJECT WALL �70 FGcc✓✓ 1 I ---- y-- I // �J" 12'HOA LOT 4' 5'FUTURE WALK 4' PROP. i - \ - 126.1264.87 BW I ��q f//��� 1� j��y ,�-"�,y \\\\ I I PAD ELEV FGiPER PLAN 1 .lW PER PLAN DESERTPOPPY /f ��j HIDDEN T AIL I qX I \\ I I I FUTURE RETAINING WALL 2A 29 UNDI u 1 I 12 1 FG \" / jt/` // J / 1264.64 BW 1169.1 FG ' SECTION D-D y / BCR 1264.81 BW = 11 .8 126&6,FG 1288'sFG\\ _ j r2s87FGG 6C�� - N.T.s. / 1264.52 -cam ---_ - y - - - ----- 1269.3F / 1 26469 TC ��"' 126 1265.378W ^' / n i' __, -- - 1269.0 FG / L071JNE R/W CURB _ice+ _ 12688 fG _ _ --------- j _ ..-.-::.._- ems -- 5.73 BW _--- __....,.,, 1D FG / FUTURE 13' 1 66.03 BW 1 �w' 1 PROJECT WALL N 126178 Of 12'HOA LOT 4' 'FUTURE WALK 4' f 38 ae� 1264.97 FS #65.27 FS ca _- a 1265.63F5 .._' 1265.93FS se -'=►'I__ _ 126540BW N '• // PROP. i' 14' 1' - . 20+2&85 ECR 21+09.49 BCR 1265.11 TC 22+00.00 ,� 1265.68 FS �- �__ i_ 265.21 BW �/ PAD E EV 1264.22 TC 1264.61 TC 1265.47 TC 22+50.00 " 126&77 TC A 1265d0 FS _ 1265.50 TC 0 i 1265.11 FS % o __ _ ;26 4 TC - / o SECTION E-E 1264.83 FS - -_._____ - '----__ - z N.T.S. m 21+00.00 21+50.00 . 23+75.90 ECR _Q - Q �I 20+8362 ECR 1264.75 7C 1265.11 TC 21+0R011 - - �""'"�-•.�„� 1264.95.TC 1264.63 TC 164.93 BW 1265.47 TC C 22+g0,00 w 1264.71 FS 1265.75 TC _ _ W 1'I 1265,30 TW ce -- ----- -- �! 1165.23 FS 1265.5 00 _ '�, 2 � �!! 1264.8 FG 1265.63 FS 1265.55 _`'-- - _ ! 1264.81 BW - _ 128&91 FS 23+50.00 1263.987E _ __ �___�---- -_-_- ,v _ -' __ x 1 I 1265.33 BW =__-_.,,_;__ I 1265.71 f5 1265.00 TC MMM��NOTES B 24 ,h - h tt 1285.73 BW -+�-_ 12 9}C -- J-L---^.`---- -_-_._ - - 1 6.01 BW CONSTRUCT RETAINING WALL TYPE t PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD _ 23+75.96t 126&i6 FS 126456 TC I 24 1 1270.1 FG --- "! _ 1265.81 8W .' 1264.72 FS \ 1266.00 TW 1 12702 FG _ 1265.5 FG264.04 BW 1270.2 FG 1169.7 F0 �-- - 1165.26 BW _ I 126318 TF �/ �-�' C/ �� 1289.9 FG �` '--� � � t264.82 BW � I 12701 FIG O� J GRAPHIC SCALE t2701 FG ( I RO' 9tl 30' �0' tT IRA C T 31921; DEN TRAIL -' \\\ it I 1 In h 20 t. REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CRY OF LAKE ELSINORE 9 CORPORATE PARK, SUITE 100 eROfESSIOgW WILSON M/KAMI TRACT NO.31920-1 dJ pl-� IRVINE, CA 92606 SHEET CORPORATION SCOTT M.WILSON DATE T: 949-679-0090 STREET IMPROVEMENT PLANS DDA PHASE C 20 W RCE NO.49884 EXP. 09/30/14 HIDDEN TRAIL of y No.49884 THESE PLANS,HAVE BEEN R�AEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: mzm/A * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS PARKWAY GRADING 24 DESCRIM" J} c�va \F STATE LAWS,AND A ERMIT CAN BE ISSUED. l_Sr IN CONCRETE POST 72'NORTH OF"Y INTERSECTION OF SHEETS F7 DESIGNED BY: MKW DRAWN BY: ECS,RP A�0T CAUSE DATE: ORYDON STREET AND MISSION.TRAIL. 27'EAST OF THE CENTERLINE s CHECKED BY: MTM PROJECT MANAGER: SCOTT M.YALSON W LTE E.ALL SON,RC 5448,PRINCIPAL ENGINEER EXP.12 31 2014 Tf OF MISSION TRAIL. W,O. FOR: F.B. FILE NO. TIRA r 31920-27 1 1�co av Puff Q .. 1370.7 FG 1271.3 FG 127L9 FG F 2MB FG f �l 1272.0 FG f t 7271.7 FG 1267.49 BW 126821 BWW 7270.53 BW 1271.12 BW 1171.62 BW 1270.28 BW 1277.7 FG I / U ---- - �1270.7 - - -__ - - - __ -_ 1 - __� 127a54BW \U 1267.60 FS -Y --- 1268.11 FS --- -�`�- -- - -�'�+- - ---- _ i27a78 BW - _ZT _ _ -177ON 1270.43 FS 1271.o2 FS 1271.52 - BCR SLOPE TRANSITION __ 3:1 -.------____ ----- 31 SLOE TRANSITION i 1270.18FS k 1fy 2f+761 JJ -------- -_ � '�-� � � E 1270748W- � n(\ fl\.? J 12 62 TC JJ 8: 22+00.00 22+50.00 23+00.00 23tS0.00 2#Do.0o 1270.68 FS \„,,,[[[ 126731 TC 1267.52 TC 1268.02 TO 126852 TC 1269.02 TC 1269.52 TC 24+502 / \\ 1271.6 FG G22 _ 23 �� 24 127o.oz rc , _ 25+00.00 �\ 23+38.74 - 1270.52 TC 25+05.67 ECR 1271.51 BW 127L7 FG 1-) _r 7- r 77 1268.91 TC L� - - _ �-- _ 2S 1270.58 TG l T'17 JJJ J J',J J 11 . 22+76.61 ECR 23+00.00 23+5aOO H 24+00. j \ 126629 TC 1268.52 TC 1269.02 TC 1269.52 70 1270.28 BW 12 p5�00 1270.68 FS `. 71.53 1270.78 BW 727t.41 FS 1268.45 FS 1266.68 FS 1269.07 BW 12MIS FS 1269.68 F5 25+00.00 127a4 FG 1270.18 FS 727a53 TC 25+84.26 SCR 1269.17 BW h 1270.9 FG 1271.18 FS \Aa 1277. 1271.25 TC ` 1271.28 BW 43 FS .� �\ t27f.4FG r llw ow /126855 BW 27 TC 1268.78 BW- -- r-_- _---"= _ `,�^ 1271.4 FG 1271.02 TC - .{ 1269.2 FG 1269.3 FG 1269.28 BW 1269.4 FG 1269.9 FG _ �••�_- H _ _ 26+00.00 1271.18 FS 271.0 FG QC i _ \ 1270.93 BW 127127Tc 1271020 h h r r / 1 / � 1271.43 FS\}271.02 TC \ 1270.9 FG J n`U U1 i /'/ f \\� \�� 1271.53 BW. \ 0 � *\ 127a 76 SW N, Z= 1 I _ , ( 1- e, \ �`� 1271.7 FG X 1270.83 FS �yf r ` W co I / r )'r \ 26+85.19 0 I I j/ (�-� r� \ �'�N\ 26+50.061 1270.67 TC W I / �().,� C}"� Y� �' 1277.02 TC 1270.68 FS _� r I // V i 1 `�. 1271.18 FS 27+00.00 f�` 1271.28 BW v 1270.52 TC � \ �0Q \�� \ 1271.4 FG \ �j :` \ 1270.4 FG Q t i v - v `�• 27+00.\00 A 70.28 BW I t27osz TIC � \ VILLAGE PARKWAY -Z' 7••.�, �0 137os8 FS 1270.18 FS •� 4 1270.78 BW 27+5aW Cl (,,., 1270.9 FG 127A02 TC j S� I Ir'lr'1 31920 10 (} V 1270.02TC N 27+ ,( �'� x J/ t 1 1270.18 FS �%f 1270.28 BW RfW \ 1270.4 FG \, O 1268.3 FG J CUB 10 F 126.9 FG 1269.4 FO 1468.9 FG H 1268.4 FG 1268.16 BW I pa CT, y IS' ,ry ry00 126 78 BW 1269.28 BW 12 78 BW _ IM28 BW 5' 5'WALKWAYCONSTRUCTION 8' --sPAD Jr �- --- PROP 14 CONSTRUCT RETAINING WALL TYPE I PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD 1269.68 FS }269:18 FS 'Bo 1268.68 FS 1268.18 FS 26B.06 FS .., ...-.L-__ 28+00 29+00.00 29+50.00 29+62.23 ECR 28 1269.52 TC IM.02 TC 126852 TC 29 H 1268.02 Tc 1267.90 TC -CURB 5 Q F cPaU - - - .} 1B - ory ry♦'1 T 1268.06 FS 29+62.23 BCR FUTURE WALL 5' 5'WALKWAY 8' S�CTIt�V F-F 28+00.00 � 29+00.00 H 29+50.00 126Z90 TC �' N.T.S m� 10 1269.52 TC 1269.02 TC 1268.52 TC' 126502 TC _ VARIES 2 . xO'V W O� gry1,10' 1269.68 FS 1269.18 FS'. 1268.68 FS 1268.16 FS I-- FUTURE RAW CURB X► 2 W ;� ' PROJECT WALL 78' PROP. ;1 cl) 69.78 BW I PAD ELEV _ ---._-�-r --� - --_ -- - - -- --- -ac-�4FG - - - -- --_'- PROP. -- - _ _ 9' 5 WALKWAY 4' 1' 7� f 1269BW 1288.78 BW 126828 BW PAD -.LE 1268.3 BW 1269.9 FG I 1269 1268.9 FIG H 1268.4 FG 1368.18 B SECTION H_H 2% N.T.S \ry { c9 00 I 1 y GRAPHIC SCALE I C aa• c x• w• ea c c !a SECTION G-G c IN FE , inch= 20 ft. Tj REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE IELSINOFIE 9 CORPORATE PARK, SUITE 100 Q pp�E$w 19!¢ WILSON MIKAMI IRME, CA 92606 TRACT NO.31920-1 SHEEF y o SCOTT M.vALsoN DATE CORPORATION STREET IMPROVEMENT PLANS DDA PHASE C T. 949-679-0090 21 RCE NO.49884 EXP. 09/30/14 VILLAGE PARKWAY VILLAGE PARKWAY / y No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE PATH THE SCALE: AS NOTED BENCHMARK: `a OF 4K Exv N/M/14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS PARKWAY C ADIIVCa 24 DESCRIN DATE t crva F STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"r INTERSECTION OF SHEETS DESIGNED BY: MKW DRAWN BY: ECS,RP OT CP\\ DATE; CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON WALTER E.ALLISON,RCE 5448, ENGINEER EXP.12 31 2014 lv4 OF MISSION TRAIL. W.O. FOR: F.B. FILE NO. TRACT 3-1920-1-1 ...................................... ......................-........................... 4 .. W I co t-T TZ 1268.4 FG t2K46 W CXy ' CIO 47- 1 126&1 FG 1264.8 FG I26a4 FIG 1268.5 FG 1269.2 FG 1268.4 26 W 1268.4 FG '2':,"' - 1269.1 FIG I26aJ FG 151 FG 1264 i'�t 2 1268 3 FG 6/ r--iX4.9 FG I ,B 1 65 10 TW r-12 I.-�END RW 1 1268.8 FIG 12 -j��2 3 �'F "al Ll Lw j 1265.50 Tw 663 .36 F 1261 Izw8O -"*'o a �1!2!ZJ 1268.3,4 1261 FEG 1263.54 IF 1264.1 126&8 FG 126&JO BW 1268 3 FG 9 41 IWW 2E,1�4 FG 8 1286998W7zbz4l BW 12M66.. Z�7 - e4 y -------- - 1265JO BW 64 2-6Z20 ow &� Y ---- -- I ------- I AK - 3�5+444.7MB 36 03 6�8O BIN -- -------- 126&20 FS --- :1 11 ---- 126& 1264.60 FS 1264.37 FS ---IT164 27-FS 7264.90 FS 36+15.92 1�6110 FS ff2f-6-7. --------- 35+00.00 12 .4 T Lu m gJ7 34+62.36 1265.92 TC 126710 FS-- ------ 1266.89 FS j4+50.00 1265.54 TC J6+00.00 34+OOL00 35 30+48.23&i Jl+OOOO J"54-74 32+00.00 1 33+05.07 \�31+29.23 2+5000 33+00.00 33+52.00 12"92 TC 1265.42 TC ---- 266.51 TC --aw-1 -29.23 1265.M TC \-L- ft. 1264.42 TC + i c , DO 126ft 12 1264 52 TC 1264.20 TC \yb4.1y I ---- --- 1266.41 TC 1267.18 FS IS6.94 T 1266.32 TC IM.97 M J5+ .90 +'D 34 ------ 1266.95 1$ 126708 FS L____ 31 32 33 1265.84 IC 1264.29 TO 34+IJ.14 35+00.00 co 1265.05 PC 34+50.00 1266.59 FS 1285.92 TC W 34+00.00 1266.09 FS 1265.42-TC w 30+48.23 BCR 31+00.00 31+29.23 3I+5aOO 32+00.00 32+50.00 33+00.00 K 33+5500 1265.41 FS \1264.92 24 126&6 FG I - -- /1264.52 IC 1 1264.42 TC co 1266.94 TC 1266.32 TC 1265.97 AC 11126184 TO 1265.12 TC 126410 IC zz.;- 1271.8 126Z20 BW 1269.10 TW 1265 25 FS 1264.60 FS 1264.28 FS I IGB Mf- SLOPE1265.72 FS 266.3 FG j 1266.37 TF FS 126599 FS 1264.60 B-0 24 1 1267.188 1268.3 1272.1 FG 126ZO2 T L2%glW126557 BW 1 1. FG 1267.05 BIN IzDadu IN 1267 1266 ff6TJ5�8W ------- bi-I 268.2 FG 1266. 80 TW 1 1266.51 BW ----------- I" - 268.5 266 69 BW Rf M- ---'! I - - 12 1266.22 IF45 IF --- ------- 126117 FG R W 1266.19 BW 11268.70 TW 1271.8 FG -3�1 126Z I FIG Im. dw GB 17170 1269. 1269.00 TW 1265.86 TF 1268.5 FG 126a5 FIG 2670 FG 126Z2 FG '26D6 IF 16@K 1 4. 5 12720 FG /, ` } _ I% Vx 3-1-920-10 co cn C) 4-- 0 VILLAGE PARKWAY CONSTMCnON NOTES 1264.4� W 1264.1 24 CONSTRUCT RETAINING WALL TYPE I PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD EXISnNG SIDEWALK \ 1- TO BE REMOVED 1268.4 FG % I26402 FS 126114 FG 1264.99 FS 1264.32 FS RIW CURB 38+2500 FUTURE CURB FORM 18' 12684 FG M+ ('1263*86 1- i:!- FUTURE RIIW 18, CEM PROXCT 5'WALKWAY 4' PROJECT WALL 9. 18' 5'WALKWAY 4' 1266.46 OR EXISTING PROJECT WALL PA CATCH BASIN R 1264.89 FS 38 126172 TIT 5- WALKWAY-1- 8 7' AD ELE 1' 7' --��+Odffl (126J.86 TC) FG PER PLAN 1264.5 TW PER PLAN (1264.18 TC) -? 3 FS , (1264.81 TC) ----37+75 00 1265.65 FS 6' 1' T to,xc .14 --J7+52.44 (126 50 JC) 1263.. EXISIM STREET LIGHT VARIES (1265.44 7+49.76 (1264.78 TO kA 12,63. kTc 37 --- EXISTING 29 36+ 1266.06 TIC SIDEWALK PERMIT WITHIN P 266.J6 FS 16481 TC) 1264.86 COPE 71'swil" WALL PER ZPA0w7E SINGLE 2% 32.66 BCR (1265I3 TC �-17 PROTECT 1266.28 TO +.. TO 126421 FS 12655 FG' PLACE --- -�-�36+7500 126611 F3 OR 1264.63 BW 0�.75TC 12605.75 TC �U- -36+IS92 36+5!� 1266.24 FG 0 1 126li2l,37.TC 1266.06 TIC -J -K 0, EXISTING SIDEWALK SECTION I SECTION J SECTION K m 12=UO TO BE REMOVED 1266.73 I26533 FS N.TS N.T.S. N.T.S. LLJ- --7��: rA . EXISTING COMBINATION 66.42 FS 2687 FG FUTURE R1W -- RETAINING WALL PROJECT WALL -,\ EXIS71NG EXISTING PLANTER WALL am CURB 91675 FG HOA 18' COMBINA RON - 2496 BW GB 6 z TO BE REMOVED RETAINING WALL 18' 1268,7 FG 1265.3 6 MAINTAItfl) 72.1 FG1166.21 1268.3 1269.21 v 1265.1 IF PROP. 1 91 5'WALKWAY 41 PROP• VARIES Y WALKWAY I VARIES 1268.6 FG 1272.6 FIG 1265.38 IF FUTURE CT PAD ELEV VARIES PAD ELEV I'! VARIES 1268.6 FG 12ozzo ow 1269.1 FIG WALL 1269.10 TW FG PER lik.J7 IF 11 66.83 BW 1266.52 BW TW PER PLAN 269.60 TW 69.10 TW 11 12721 FG 1166.00 TF 265.69 IF *6 3.08' IF 2.1 '00 WALL PER SEPARATE SINGLE 2% PERMIT WITHIN RIW IF PFR PI A1T MGRAPHIC SCALE w w (7) IN FE SECTION L-L SECTION M-M I inch ET = 20 N.T.S. N.T.S. VILLAGE PARKWAY PREPARED BY: CITY OF LAKE ELSINORE REVISIONS: PREFAB UNDER SUPERVISION OF: 9 CORPORATE PARK, SUITE 100 FRv. M WILS50N MIKAMI IRMNE, CA 92606 TRACT NO.31920-1 SHEET 7-0/-lil CORPORATION STREET IMPROVEMENT PLANS MA PHASE C N SCOTT M.WILSON DATE T. 949-679-0090 22 RCE NO.49884 EXP. 09/30/14 w N..49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH THE SCALE: AS NOTED BENCHMARK: VILLAGE PARKWAY OF E.p.WW/14 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24 DMIRIPTION -5y---Apw. ,fjqSTATE LAXS,AND A P MIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF*r INTERSECTION OF PARKWAY GRADING SHEETS OF DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE DESIGNED BY. MKW DRAW BY: ECS,RP UAA OF MISSION TRAIL. W.O. FOR: SON,RCE 145448,PRINCIPAL ENGINE 'j I FILE NO. CHECKED BY. MTM PROJECT MANAGER: SCOTT M.WILSON ER EXP.12/31/2014, /t/14. F.B. i i FUTURE LOVAIE R/W CURB LOTLINE RfW 13' CURB FUTURE 13' PROcT WALL PROJECT WALL - i HOA LOT VARIES 1 4' 1 5'WALKWAY 4' 12'HOA LOT 5'WMMWAY 8' .2 VARIES 1 - PROP. ' ' PROP. 2 9� PAD , PAD ELEV .41 FS 2% 2x - ,�'- �,!/ 4+61' 5 35BCR24+50. 1 5.25 TC 126SM TC I SECTION N-N SECTION O-O -�' -- i N.T.S. - - N.T.S. _ /'r'� !/. /' '_.�� / 126551 BW 126&62 BW 265.84 TC / / t 00 FS 7riA 7 3f 1920-1 LOT 1 00 ! 1ma29TC i f266.10 B r2S7,8fG 1266.*5F5 �' ' --------------- 23+00.00 r 's1;` i 2 TC 1266.68 FS .�126155 12679 FG I `\ -.ram------ ` ��i-'i,/'� , / �f/' ��' •"�.� 22+50,00 1266.67 FS ---rim 1266.788 ---- --1 �-- ---- ----- -------102--- ---- --- ---- - -- �' '------ -��, -r_ -�:.� 1266.44 Fs TC 6.28 �,o ✓<' ----� -� -------- -- ---- -- 1J--- --- - -- ______'� - _ 21+50.00 �.....� 1266.778 -I - - -�--- - - --F- - ---- - '�' - 1266.02 TC - �'" 116 FG 7 00 19+93.10 18 FS 'aa t8+�.98 19+00.00 12s5.76 TC - '�� � �, C-� 18+38:21£l 1265.20 TC 20+50.00 �' 1266.54 BW 1 1264.38 TC r 18+86* TC '9+002 TC 19+5000 20+00'00 1265.J00 1265.50 _ f0 1264.46 FS 1264.80 FS 126537 TC 1265.92 FS ,,, <'.- 1264.73FS 1?6�96 Tc. 1265.24 TC v 1265.35 FS N 1265.66 FS 'ty I• 126&28 6W = - 126&9 FG a� ----- 1285.53 FS xt _ _ - . 126539 FS _ /'�T_ 1265.OI FS 120.02 BW:LL,1 1 _ ''r i 126&9 FG. .,.� - I Q �---.-'- _-_---' _�-.-_ __ - ---- ----- dl 1265.76 BW �-. . Z /. ... /^ -- _I 126517BW M .�. 1265.63FS `$t _ __- --.",`...,... -'"""'- O r! 1164.83 BW i E264;0 BW �} 1265.45 BW W 126549 BW x _ 1289�.4 FG r • �F Q /1164.56 BW 1270.0 FG 1=5 FG /12704 FG 1 - 1 !' 1270.8 FG 12703 FG r 12t9 Fc , !!' i �c� SUMMERLY PLACE GRAPHIC SCALE ( IN FEET I inch= 80 tt. /JIb lb 6/ 3/ I`! REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LME 9 CORPORATE PARK, SUITE 100 WIL.RPO MIKAMI TPACT.STREET VEMENT RAW,DDA PHASE C SHEET CORPORATION IRVINE, CA 92606 N U SCOTT WILSON D T: 949-679-009023 W RCE N0.49884 EXP. 09/30/14 SUMMERLY PLACE OF H No.49884 A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: p`a * e.P.asiacna * APPROPRIATE CONDI110NS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70 G ELEV.1279.829. BRASS PARKWAY lAl 24 9 K PPR. 'rlq 01V1� \P STA LAWS,AND A ERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'T'INTERSECTION OF SHE DESIGNED BY: MKW DRAWN BY: ECS,RP CFl\F DA': CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WLSON WAITER E.AWSON,R E 5448, ENGINEER-Ex-P.12 31 2014 OF MISSION TRAIL W.O. FOR: F.B. 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