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TR31920-1 DDA Phase A SIP 15 Sheets
STREET IMPROVEMENT PLANS FOR SUMMERLY DEVELOPMENT - DDA PHASE A LAKES HORE DRIVE RED TRACT NO. 31920-1 �s HEMLOCK STREET CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE STATE OF CALIFORNIA OLIVE ST. LEGEND OF ABBREVIATIONS AND SYMBOLS LEMON STREET �,'' '•,,:.,J . r-,i y .--.� PROJECT 7 7_.T � r t - r _- ,,, j Jt ,,..-�� T.C. TOP OF CURB H HEIGHT SITE �'�`="�., �+cr r r JJ f r"' V °', `" "� - --.. 100 _�... EXIST.CONTOUR `-,`„_ ".�` / t ',y - ,r✓/ /!/ \ FLOWLINE ELEV. DWY. DRIVEWAY FL i G.B. GRADE BREAK f00 PROP.CONTOUR Tl r t N.T.S. NOT TO SCALE SHEET FLOW RATE VICINITY MAP J �a / a ( \ R.G. ROUGH GRADE - RIGHT OF WAY rfi C.B. CATCH BASIN NOT TO SCALE / r "� FINISH SURFACEx-e GRADED SHALE A.C.0 ASPHALTIC CONCRETE f l INV. INVERT OF PIPE AB. AGGREGATE BASE V.C. VERTICAL CURVE CENTERLINE �✓ r7 I�' - ;�T'� rt l r - C.F. CURB FACE GENERAL NOTES - �('1 ! 1t I I �`•.1 %' � / .✓�" r r./ `; tt , , B.V.G. BEGIN VERTICAL CURVE CSP, CORRUGATED STEEL PIPE SHALE HIGH POINT ( ! F /l �,. I t .%\ '✓` f f ''^;� �/ FLOWLINE Y^( jj A [ -,. i� // T• / ? r `� "�.,, ! E.V.C. END VERTICAL CURVE CONC. CONCRETE FIRE HYDRANT 11 T !!! ..L- r,/ C.Y. CUBIC YARDS 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND l t `t A ��j f .�� ..,E7RCT� .192 -6 t t.r•r -I �� /, B.C. BEGIN CURVE ix- STREET LIGHT UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A \\ SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF �f," \ \ ,,r'• ��E 1 ��a �� ', E.C. END CURVE ELEV./EL. ELEVATION o WATER METER LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ,A t 1 I /�:% r I r rl r `�" P.C.0 POINT OF COMPOUND CURVE MIN. MINIMUM l \ T T CATCH BASIN&LOCAL DEPRESSION ACCURACY OR COMPLETENESS OF THE LOCATWM,NOR THE EXISTENCE OR ,, 1 t PHASE 1 L ,;_ //r t 1 "�.,� i�/. 1 .---�'L / L' MAX. MAXIMUM NON-EXISTENCE OF ANY UNDERGROUND URUTY,PIPE OR STRUCTURES WITHIN P.R.C. POINT OF REVERSE CURVE EXISTING EDGE OF PAVEMENT T REINFORCED CONC.PIPE THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL �.-.y _1 __.,... �� . t �w i ' ;� r ? P.I. POINT OF INTERSEC77ON R.C.P. DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UITUTIES,PIPES i' � _-� s T - -'`-, � � ,tt z \\ \A --`- / *,:' .., TYR TYPICAL s�,G!fl4 . OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY a V t 11t � �.•�' _ �r a, EP. EDGE OF PAVEMENT - �x CONSTRUCT AC OVER AB DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR - x ,h ! 1 .. -- = - `// r �T s x 123.5 EXISTING SPOT ELEVATION 3. - L.P. LOW POINT REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE ':'L �` CONTRACTOR AT HIS EXPENSE _ _(; f L- - a SW STORM DRAIN - } - ,{u_ �.�� e Qr°CFS /\ %r H.P. HIGH POINT " / `� B.C.R. ..BEGIN CURB RETURN 7 Ij I .....w t�(2? "`CFS I. T DOMESTIC WATER REMOVE AC PAVEMENT AND BASE 2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS,STANDARD ." I•I 9 y' I. r �44 G ��i� E.C.R. END CURB RETURN SS SANITARY SEWER SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING jl 1 I J 1 I (I ` SIREN LIGHT TYP,., \`w y I ,r"y� '✓� ° / RW .RECLAIMED WATER -----_-_ OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE �` '�I <,. _. �s / „\/ ff tea%' M.O.V.C. MIDDLE OF VERTICAL CURVE TRAFFIC SIGNAL CONDUIT . T t t ��� ( 1 7 CENTERLINE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. C 1 I -' - '`"° 7� FS ( UGH7 T �` O.C. ON CURB BOULEVARD 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS -_ki Tt I Ii -- 1 _ L 1�. r � LANE - .. T ® RD.IN. POR17ON BLVD. ROAD E PRIOR TO BEGINNING ANY.WORK. CALL FOR INSPECTION AT(951)674-3124 EAT.247 `I 14I; r _ r j, L WIDTH TM P _. I I I Q-I .0 C S t/" - T:T }�I'92�7 6"t, � AVE AVENUE BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M. MONDAY THROUGH FRIGIY. C 11 �' \\V A 1 r j Q- FS/// / ")'�' J.S. JUNCTION STRUCTURE ST STREET ..3 CFS I yl i ti ri'� �� M.H. MANHOLE DR. DRIVE 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE KITH GALTRANS � I q� ,y,A T �P �� �r �. BW BACK OF WALK R/W RIGHT-Of-WAY TRAFFIC MANUAL AND WA.LC.H. MANUAL AT ALL TIMES DURING CONSTRUCTION AS \ _g L - _ APPROVED BY Cltt ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL ;. � 1t � ��-''� �,.t ,�1,�/r � �, ,,,, ,r/.. L - REQUIRE IMMEDIATE WORK STOPPAGE. - `` n / 0 17.E • \ .rT T �,` 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE % yi 1 1.._.--- �-° .fl ,3.G,CFS Q'-8.5 CFf REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION ' ��t 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR,THE - -- T`} �. ✓ r - ',� b 3- / AI NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL U17UTY � I � `� � _ /� ,.,, � � y COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK, THEQ' J. INDEX OF SHEETS CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A)AT ��.„,���' 1-800-227-1600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. `- - ���Q YiJ'� BFffT ND. STREET PLAN DEBcFj-nDN 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED r_ t V '�/� ( ,T r� ',*� 1 TITLE-SHEET WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST � � t ,�� i Ill INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING "' " ° V �., q€ 2 STREET SECTIONS, DETAILS& CONSTRUCTION NOTES i OF CONSTRUCTION. 'TRACT 31,920� r \/ '` ,� ,� 3 SUMMERLY PLACE STA 24+61.35 TO 29+33.26 END 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING r �� :�"T `.,,� �>;- f ���..,-.✓i THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, 4 MEADOW STA 10+00.00 TO 14+86.58 END ELECTRICITY,GAS,AND DRAINAGE FACILITIES 5 VILLAGE PARKWAY LOOP STA 10+00.00 TO 19+80.14 END 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER .f 1, t 1 l \. �, T r \ 6 VILLAGE PARKWAY EAST STA 10+00.00 TO 18+93.75 END ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS 7 SIGNING AND STRIPING PLAN SHOWN ARE FOR BONDING PURPOSES ONLY. _�.--a't�\\ _ .t t .,.- ,4�� TRA 14 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ` t /" '� ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE ENGINEER NOTICE SHEET STORM DRAIN PLANE D6Cf;�pN NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS THE REVISIONS SHALL BE 8 STORM DRAIN LINE "B29" STA 10+00.00 TO 15+26.11 IN THE FORM OF'AS-BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON INDEX MAP TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CRY ENGINEER. 9 STORM DRAIN LINE "63°STA. 10+00.00 TO 18+60.61 PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND SCALE: 1„=200' - 10 STORM DRAIN LATERALS PROFILES II. ALL EXISTING MONUMENTA77ON 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 THE 11 MEADOW PARKWAY GRADING CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON 12 VILLAGE PARKWAY PARKWAY GRADING THE PROJECT BEFORE ACCEPTANCE IS GRANTED. PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR 13-15 HIDDEN TRAIL PARKWAY GRADING. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE RECORDED LOCATION THE CONTRACTOR IS REQUIRED TO TAKE DUE 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 UITCIITES OR STRUCTURES MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONCERNED BEFORE STARTING WORK. CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PRPARER OF THESE PLANS. HAZARDS. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF LEGEND ENGINEER NOTICE' ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. SOILS ENGINEER° OWNER' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE SOISCIENCELWORKS, INC. JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR t ' ` EARTH SCIENCES GROUP C ® =STREET IMPROVEMENT SHEETS COMPLETE RESPONSIBILITY FOR JOB SITE CON0171ON5 WRING THE COURSE OF 'I M DIAL TOLL.FREE McMILLIN SUMMERLY, LLC ALL CONSTRUCTION,CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS 350 FISCHER AVENUE 2750 WOMBLE ROAD, SU17E 200 CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THIS AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH • 1-500-2:?7-2600 COSTA MESA, CA 92626 'AN DIEGO, CA 92106 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL AT LFGN,Two DAYS (714) 6D38-5600 T.• (619) 794-1252 ® =STORM DRAIN IMPROVEMENT SHEETS WORKING HOURS THE CONTRACTOR SWILL DEFEND,INDEMNIFY AND HOLD QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. BEFDRF nw DIG THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR - CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR URD MUND sEaacc ALERT OF snUTHERia cwFORKw www.soilwarksinc.com ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT TO BIDDING FOR CONSTRUCTION. Af,JIJ V I-Jx/Z EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. REVISIONS: PREPARED UNDER SUPERVISION OF: 'AS BUILT' PREPARED BY: W►LSON MI KAMI CITY OF LAKE ELSINORE p1riFESSIpy� W CORPORATION TRACT31920-1 SHEET `IL f l �T R B E%P DATE STREET IMPROVEbIENi PLANS IDDA PHASE A 3 PETERS CANYON T:949-678-0090 �l c SCOTT M.OLSON DATE SUITE 110 F:949-679-0W1 RCE NO.49884 EXP. 9-30-14 _ ATTUNE,CA 92606 TITLE SHEET OF INSPECTOR DATE BENCHMARK: No.49W THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE RNERSIDE BENCHMARK NO.SM E-3-70,ELF/.1279.829. BRASS DISC IN CONCRETE 'c % E.P ao7'0714 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF T INTERSECTION OF CORYDON STREET AND MISSION TRNL 27' W y J} crva �P STATE D A PERMIT CAN 8E ISSUED. SCALE: AS NOTED EAST OF THE CENTERUNE OF MISSION TRAIL. - - K ESCRIFTI Y APPR. DATE -JfF E�T. BASIS OF BEARING SHEETS DESIGNED BY: KAM DRAWN BY: KAM GALA /l�"� CENTERUNE OF CEREAL STREET,BEING N5Y52'48^W.BETWEEN MONUMENTS 3 AND 4, DATE: BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET W.O. FOR: F.B. FILE N0. CHECKED BY: KAM PROJECT MANAGER: SI;OTT M.WILSON ATEFEH ESKAN RI,RCE 63390,INTERIM DIET.OF PUBLIC WORKS DA1E REAL STREET AND CORYDDN sTrrtEr. R/W 84' R.O.W.) R/W R/W IF R/W R/W IF R/W 19, NO PARKI ALLOWED 19' n��L"r''_n"�N'.�1�� ' " VARIES.L 5' VARIES, 18' 10' 18, VAR 5' L VARIES. I 74'I(ALL 1_.12' - SCLIOOLJ 74' R.O.W. 12' SITE I NO PARKI ALL _��AgryN SITE NO PARKIA 9 ALLOWED NDSCAPE ATE OF LANDSCAPE-! SW PW M PW SW LNOSCIPE I , I LOT 1 1 LOT WEL '( NOTES OUANTftES 5 8' 19' 10' 19' 8' 5' S' 8' 1T 19' 8' S' NiN EO I 5 I MWANED I� PW BK (ANE At LANE g6' 'PW SW I Y ROA PROJECT I SW PW 6TAOU ' 17' 13' 6' PW SW I H.O.A. PROJECT PROJECT H.O.A.BY T 5''"- T BY NOA. PROJECT (p1 WALL BIK THRU LANE BIKE I BY WALL Oj -CONSTRUCT TYPE 8 CURB AND GUTTER PER CITY OF LACE ELSINORE STD.NO 201. 1,245 LF. WALL wY11GNr I tAN 5,�, LAN L DAYLIGHT I lAN LANE 10, LAN 2%MIN. 2X MIN 0. 2%MIN. 2%MIN. WALL TO EXIST. 1 1'I 9' 2' ro Exlsr. 1 TURN 1'1 9' 2' 2o--CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.NO.200. 3,305 L.F. PAD 2:1 MAX 2X •.1 :1 MA 2% 2:1 MAX PAN LANE 0.54' PAD ScrK>oL SITE 2$ 3' PADCONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD.NO 203. 1,190 LF. 6 5'WIDE SIDEWALK 1% 5'WIDE SIDEWALK® SCHOOL-s INY 2% 1X MIN.1X MIN. 2% 3'i 8'TYPE 8 CURB @ GUTTER O5,WIDE 27 M4+:'-' MIN ? __ 29 2% r ©s wIDE zt' - 2% 29 .. 4o--CONSTRUCT 4`A.C.OVER 4'A.B.PER GEOTECNNICAL ENGINEERS RECOMMENDATIONS 24,833 S.F. IF TYPE 8 CURB&GMER PER CITY OF O SOEWNIL BY SCHOOL 5'WIDE SIDEWNNO SIDEWAlI(BY SCHWL 5'MADE SIDNN.1(O D S.F. OPER CITY OF LAKE ELSINORE Sro.1201 _ 5Q-NOT USED LAKE ELSINORE STD.1201 TYPE 8 CURB& TYPE 8 CURB 4'AC./4'A.B.(MIN.) 6 TYPE 8 CURB& GUM PER LN(E ELSINORE 6'TYPE 8 CURB& ` � GUTTER PER LAKE ELSINORE( CONSTRUCT,GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311,CASE'C". 9 EA O4'BE U A8.(MIN.) TO BE DETERMINED O GUTTER PER LAKE ELSINORE pry STD,4201 OGUTTER PER LAKE ELSINORE CRY SID.1201 { ro BE DErE�I B SOTS ENGINEER 4 CRY S 0.1201 G S 0.I201 o-CONSTRUCT CROSS GUTTER PER CITY OF LAKE ELSINORE STD.N0.209. 870 S.F. B!SOILS ENGINEER {•0.C./4'A.B.(WON.) 4'A.C./F A.B.(MIND 6 TYPE fl4 CURB ro BE DEBABMFD SEE LANDSCAPE PLANS 'AC./4'A8.(MIN.) 4'BE DETERMINED SEE LANUBCAPE PLANS AC/4'AD(MIN.) 8'TYPE&A CURB PER CITY of 4 ®�.�I15 �N TO BE DETERMINED O OEN SgLS NfKE&ER FOR MEDLW TO BE DETERMINED ® O8 -CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.N0.211. 19,975 SF. PER COY OF LAKE ELSINORE STD.-9203 BY SOILS ENGINEER 8Y SOILS ENGINEER LAKE ELSINORE STD.i203 SEE LANDSCAPE PLANS OPER IN(E ELSINORE Or TYPE�o 9 CONSTRUCT ACCESS,RAAIP PER CITY OF LAKE ELSINORE STD.NO 2148,AND PER DETAIL 20 EA FOR MEDIAN - Cm 9m/203 ON SHEET 2,x=5.5,y=7.0. STA 10+50.45 TO STA 12+4J.88 AT TURN LANE 10 CONSTRUCT ACCESS RAMP TYPE I PER DETAIL N SHEET 1 1 EA. MEADOW TI,=J 11 CNSTRUCT 3.5"A.C.OVER 4'A.B.PER GEOTECHNICAL ENGINEER'S RECOWMEN047IONS 75,408 IF. SUMMERLY PLACE T1•=� SUMMERLY PLACE TL=�NTS. DESIGN SPEED=45 MPH N.T.S. DESIGN SPEED=45 MPH N.T.S. DESIGN SPEED=45 MPH t2 CONSTRUCT TEMPORARY BARRICADE ON SKIDS 6 FA f 13 REMOVE EXISTING BARRICADE 2 EA R/W 72' R.O.W R/W CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501. 14 STREET LIGHT LOCATION PER DETAIL ON SHEET 2. 15 EA. 18' 1 18' //-#4 REBAR 15 CONSTRUCT MEDIAN TAPER PER CITY OF LANCE ELSINORE STD.NO. 127. 1 EA 9' i Yi 4' 18' 1 18, -4' 1 5'1 9' 16 17 INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS 6 EA, LANDSCAPE( PW PW SW (LANDSCAPE WELDED AREA AREA NP. CNSTRUCT DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD.N0. i I Z WIDTH PER PLAN. 16 EA ABY O.i i BY H.O.A R/W. -STREETLIGHT STANDARD 18 SAWCUT AND JOIN EXISTING PER DETAIL ON SHEET Z 85 LF. 1 19 INSTALL IRRIGATION SLEEVING PER SEPARATE PLAN N/A PROJECT - PROJECT a-CONSTRUCT 4'THICK MEDIAN CONCRETE DAVIS COLORS PALOMINO/5447 260 IF. WALL F.S.ELEV WALL SIDEWALK(M.) YV x 2" STEEL STRAP 2%MIN. 0 02'TYP PER PLAN 2%MI 2%MIN. p% CURB FACE WITH X' x 6" BOLT ES'11iIlE4TE OF T.i MAX 2X M 2.° 2X :L 2 2:1 MAX 1. 8OM AND NOTES OUANiT1F8 ®s•WIOE SIOEWNK ' SNIDE SIDEWALK GRATE ASSEMBLY 5'TYPE 6 CURB& * 6"TYPE 6 CURB& •{' - iD NOT USED - LF 2 GUTTER PER LAKE ELSWORE GUTTER PER LAKE ELSINORE O O CITY STD.1200 CITY STD.#200 f0 THERMOPLASTIC 6"SOLID WHITE STRIPE PER CALTRANS STD.PLANS,PLAN NO.Am,DETAIL 38. 100 L.F. 38 AD/4'A.B.(MIN. STREET LIGHT LOCATION ADJACENT (DID BE DETERMINED 14 FINISH GRADE 10 THERMOPLASTIC 6"SOLID WHITE STRIPE PER CALTRANS STD.PLANS,PLAN NO.A200,DETAIL 39. 635 L.F. BY SOILS ENGINEER NTS SEE DETAIL ABOVE 1®-THERMOPLASTIC"STOP"PAVEMENT LEGEND PER CALTRANS STD.PLANS PLAN NO.A240 4 EA MEADOW STA 13+30.54 TO STA 14+49.54 TG ELEV f0 INSTALL SIGN PER CALTRANS STD.AS N07ED ONPLAN 13 EA MEADOW \ PER PLAN f06 THERMOPLASTIC 12'SOLID WHITE STRIPE PER CALTRANS STD.PLANS,PLAN NO.A24E. 260 L.F. T,L=5 CMP RISER 1-)T DIA. 10 NOT USED - EA N.TS, DESIGN SPEED=30 MPH SIZE PER PLAN O HOLES, 10"-12".O,C. AND STAGGERED. 1®-NOT USED - L.S. y 0 PROVIDE 2"GRAVEL PACK AROUND 2' MIN. RISER ABOVE HOLE LOCATION @-THERMOPLASTIC TYPE IV ARROW PER CALTRANS STD.PLANS,PLAN NO.A244 2 EA TRUNCATED DOMES - 9�- PER DETAIL HEREON Ep 8"TYPE 8 CURB �• TO PREVENT SEDIMENT FROM ENTERING if NOT USED - LF. AND GUTTER TANDARD GALVANIZED CONNECTION BAN[) 11 NOT USED - FA. -8" C+F °0" C F °° 8 GF \ 8" MIN. TO 12" MAX. if THERMOPLASTIC"BIKE LANE'PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN AID A240 2 LA R/W 72' R.O.W. R/W 11 THERMOPLASTIC 6"DASHED WHITE STRIPE PER CALTRANS SID.PLANS,PLAN NO.A200,DETAIL 394 200 L.F. 18' 18' -TYPE BA CURB W/ _ i f NOT USED- - L.F. 0.5' 4'MIN CURB TRANNOTE Ug171E5 5'YARIE - 18' 18' ARI 5' VARIES, 8, HEIGHT AS NOTED �- _ Y i i INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.N0.4006 10 FA. LANDSCAPEI PW PW SW I LANDSCAPE 0" C.F 2" C,F n 2" 0.F 0" C.F - PER PLAN OR SP .. STD ESP MIN. 6"x6 N1NiE4/ U41NTANED1 IMA1011NED aii F�__L_OW.- I.. ,',� - YIP. 1.4 W.W.M. ESTiIAATEOF BY HOA L - I BY H.O.A. - f f �L - - - ga STORM®RAW CONSTRUCIM NOTE WANi N 5 SAY S 0% 5.OT° 5 S/W CONCRETE COLLAR PROJECT PROJECT MAX; o MAX. WALL F.S.ELEV WALL J - RCFC&WCD 2%MIN. 2$ 2X IN. L.F. 2:1 MAX 29 0.02'7YP. PER PLAN 2% J2%� 2:1 MAX "' - SET TEE SECTION IN WET RCFC&WCD' 51 CONSTRUCT 18'RCP(D PER PROFILE)&BEDDING PER STD NO M815487 L F° .1 2° 2$ � - CONCRETE FOOTING & . 52 CONSTRUCT 24"RCP(D-PER PROFILE)&BEDDING PER STD.N0.M815 820 L.F. 5'WIDE SIDEWALK DE SIDEWALK® 0" C.F 2",CF2" O.F 0" C.F TROWEL.INSIDE TO DRAIN . I ANCHOR BLOCK MIN. 5SACK//C.Y. .-CONSTRUCT 30"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.N0.M815 411 L.F. 6'TYPE 6 CURB& ,TYPE 6 Cum& I CONCRETE OR METHOD APPRbVED - O-CONSTRUCT 36'RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.U815 129 L.F. Oy GUTTER PER LIKE ELSINORE GUTTER PER LAKE ELSHORE 2 VARIES I I VARIES BY BUILDING OFFICIAL COY STD.1200 Cm SID.1200 O o-CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD.NO.UH251 6 EA. 35'AD./4"AB.(ONED"'"• ACCESS RAMP TYPE I j CMP RISER DETAIL ® CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.MH252 - EA. 11 BY SOILS ENGINEER N.T.S N.T.S.N.T.S. 57 CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD.N0.JS229 1 E.A. VILLAGE PARKWAY(EAST)STA 10+43.00 TO STA 18+89.95 58 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD.NO.CB100 9 LA. MARKED'NO DUMPING DRAWS TO LAKE"WITH DAS MANUFACTURING VILLAGE PARKWAY a=5 RAMP H 3"X 5-114'DURACAST STORM DRAIN MARKER N.T.S. DESIGN SPEED=30 MPH 59 CONSTRUCT MANHOLE NO.4 PER RCFC&WCD 51D.NO.MH254 2 E.A. SIDEWALK PER E ®-REMOVE EXISTING CSP RISER AND JOIN EXISTING STORM DRAIN 1 EA y PLAN I I I I I 61 NOT USED - LA. PROPERLY LINE PER AND GUTTER 0 - _ 62 CONSTRUCT TEMPORARY CMP RISER PER DETAIL N SHEET 2 6 EA. I 11 PER PLAN z.� - O -_- CONSTRUCT LATERAL PER RCFC&WCD STD.N0.MH251. CUT INTO EXISTING MANHOLE N0.Z i FA. CONSTRUCT ACCESS RAMP PER C17Y OF LAKE ELSNOR7 E o w AND CONNECT PER RCFC&WCD STD. NO:JS229 CASE 1. STD.N0.2148 AND DIMENSIONS PER THIS DETAIL I - ¢ p I I w R/W R/W w¢ O CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD.NO.M803 1 EA. 72'-. R.O.W. TRUNCATED DOMES PER R=25'OR 35' 8CR g~ li5 CONSTRUCT 6"PVC DRAIN PIPE(PRIVATELY MAINTAINED) 15 LF. PARKING ALLUWED 18 DETAIL HEREON 0 - O+ - © O 18' 18, 18' 1 ANDSCIPE PW A 1LANDSCAPE 4'MIN. MAAREA ANNED I WNTAINED SIDEWALK PER f. PLAN _ _ REI-ORCEO CONCFETE CONSTRUCTION NOTES PROJECT L BY HOA I BY H.O.A.OH.O.A. PROJECT PLAN w � WALL F.S.ELEV. - 2%MIN WALL - - Fn EXIST7NG PAVEMENT -Z'+ NEW PAVEMENT i. STRUCTURAL CONCRETE SHALL BE CLASS'A PA 1X 0.02'7YP. PER PLAN 2% 2 1:1 MAX PAD ;; MIN. MAX. TRUNCATED DOME DETAIL --- CURB AND GUTTER 2. DIMENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 3'CLEAR UNLESS OTHERWISE SHOWN. 21 2X o: CROSSWALK a 3. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE,AND PARALLEL TO 5'WIDE SIDEWNx 6O - - - D } 5/B" 2 3/B" co F 5'OFVARIABLE "�i' OR AT RIGHT ANGLES(OR RADIAL)TO CENTER LINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. B TYPE 6 CURB& TYPE 6 CURB& E 5/8" 1 1/2" DEPTH COLD PLANE MIN. 4. LONMINNAL STEEL SHAU.BE LAPPED 45 BAR DIAMETERS AT SPLICES,TRANSVERSE SIM SHALL BE LAPPED 45 94R NMEIERS AT SPLICES. . O OUTER PER LA ELSINORE TM11�PER LA E ELSINOREO n'1 I AND OVERLAY EXISTING EDGE STD.#200 F 7/16" 3/4" OF PAVEMENT 5 IWWSVERSE CONSTRUCTION JOINTS 594L NOT BE PLACED WIINW 30 INCHES OF MANHOLE OR JUNC71ON STRUCTURE OPENINGS. NG OF JOINTS WILL 11 BY Ls/NNNIUI>R N. _ G 7/8" 1 7/16" 6 TRANSWRSE. BE PERMITTED.7RASNSVERSE COINTS IN WALLS AND NSTRUCTION JOINTS SHALLS SHALL RMAL BE N THE SWE PLANE. NO OR P40W TO THE CENTER LAINERIOF CONSTRUCTION. kG 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND NE-HALF INCHES FROM 'NOTES: THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURE DETAILS. VILLAGE PARKWAY LOOP STA 10+00.00 TO STA 19+80.14 ELEVATION EXIST BASE B EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. VILLAGE PARKWAY TL=S NOTE: LMENSIONS X=55'AND Y=7'UNLESS OTHERWISE SHOWN N PLAN PLACE TRUNCATED DOME DETECTABLE (UPON APPROVAL 9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT KILL BE PERMITTED OTHER THAN SHOWN ON WARNING TEXTURE IN THE LOWER 24" OF OF INSPECTOR) THE DRAWING WHITEOUT APPROVAL OF THE ENGINEER.NO MORE THAN TWO SPLICES WILL BE PERMITTED N.T.S. DESIGN SPEED=30 MPH ACCESS RAMP DETAIL 9 THE THROAT OF THE RAMP ONLY. IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. SCALE 1"=10' O ARRANGE DOMES USING IN-LINE PATTERN SAWCUT AND JOIN DETAIL ONLY AS SHOWN. COLOR OF TEXTURE - 10. CONTRACTOR TO PROVIDE ONE FOOT MINIMUM CLEARANCE BETWEEN THE STORM +SEE SHEETS 10-14 FOR HORIZONTAL CONTROL OF SIDEWALK (COATING) SHALL BE SAFETY YELLOW IN TRUNCATED DOME DETAIL N.T.S DRAIN LINE WHERE SHOWN ON PLANS. COMPLIANCE WITH ADA SPECIFICATIONS. Wo 4v 1/2.2"m N.T.S ' PREPARED UNDER SUPERVISION OF: AS BUILT PREPARED BY: WILSON MIKAMI CITY OF LAKE ELSINORE - REVISIONS: � C PROFESS/ � S¢ W CORPORATION TRACT 31920-1 SHEET 1VAt l®ZL, RCE EXP DATE W�A RENEWED BY: 3 PETERS CANYON T:949-679-0090 STREET IMPROVEMENT PLANS QDA PHASE A SCOTT M.WILSON DATE SUITE 110 F:949-679-0091 2 RCE No..Safi. EXP. 9-30-14 _ _ RNNE,CA 92606 BEET SECTIONS DETAILS AND OF INSPECTOR DATE BENCHMARK: f ' No.aaeaa THESE PLANS HAVE SEEN REVIEWED FOR COMPLIANCE WITH THE RNERSIDE BENCHMARK N0,BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE o * P m wn4 * APPROPRIATE CON011INS OF DEVELOPMENT AND/OR CITY AND POST 72'NO OF T INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27' CONSTRUCTION NOTES 1,5 9 �, 01V'L �P STA A,_PER'LyL'IT CAN BE ISSUED. SCALE: AS NOTED FAST OF THE CENTERLINE OF MISSION TRAIL. �N,\E ;0 l /Zg-' BASIS OF C NTNLINE OF CEREAL STREET,BELONG N575248Y7,BETWEEN MONUMENTS 3 AND 4, SHEETS CA2RW WAxWq OWeI1AC�a1Ie DESIGNED BY: KAM DRAWN BY: KAM !!!L aaa Iwl {{{///�--��� CHECKED-BY: KAM PROJECT MANAGER: SCOiT M.WILSON ATEFEH ESKANDARI,RCE 63390.INTERIM DIR.OF PUBLIC WORKS DATE DATE: BEING THE CENTERLINE D COREC110N5 OF CEREAL STREET AND STONEMAN STREET W.O. FOR: F.B. FILE N0. AND CEREAL STREET AND CORYDON STREET. - ," --- - _ - - - - _.... .._ _.._ -' . - - - - ------ - - - - - -- -- - -: .._ :. ." ... .,.__ ..-_ __ _ _ _ _ _ _ _ _ _ _ _ _ _ .. ... .. . ... ._. .._.. .. .. ._. _._ ....__,,._. .- .._. .. .. _. _. _ , , _ ._ _ ... _ _,. - - .. ...... .. ........ .. ........ ........ _...._,_.... ...... ... ............ ....._.._ .. .".. ..... .,_. ... ..._. ...... ... .,._....._ _..........,_ .. .... ... ....._.. .,.,.___ - _... .. . ........ ._ ......._ ........ i .. ..,. ,,,,,_ C:.. ,...... : 100 V.L. - - _ _ ___ _ _..._ .-._ ._ ._.__.-. ._ -_. _ ..... .. ._ .__ ___ _ - __ _ _ _ _ _ __ _. _. ....,.._-, .... ., ._ ,._ ._. ._. __.....__ , __, _ P.l.:28+75.00;EL: 116'6.61 ., "' _ ., .. _. - - .. _. ..._ ... _.,,._._. .. __ ._. ..... .._ _._.. ._ __ ._...__ ...._ ._ '- Gh 10009";G2' 1.D009 _ o b P.L. 26+00.00 .-f263..2 o m o e p g o b ,L :: _ .._. _ .. oI o pb b ui ......_._.. .._ ..._..._. .,._. _ ..: ...... _....... ......._.__.._,_ ....__,_ ._...... _ .... _ I. hb M N `- G7: -0 960%'-...0;<': 1,000,E .. 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OFI 100'V.C. ,. .... ._. - ": .._. Pt:-26+0000";FL: 1163.91-- - .. ... ::: - - _ _ .::.. ..... - .: :: " .. _ ....:... -......._: ....__--- _ - -..::: -.....:_ is :::: _:: _ .. ... ::. - _ ... ::`' . .. .. -::: :,ram _.._ .::. ... .... .... ....,-:...r _,. .... ... ::,- i- .. .. "__ r-. ::i ':: :: _ ..i:: r:: - .::. - - _ :: . :::: .. .. :! _ - .. _ ': _ :::_. :'- it _ .. is ..-, .: . : _ - - - :. ._-x. .:..._. ... ..... - ... - ::. :i::. ... - VERT 1 4 ....... N 24 25 26 27 n 29 � f 30 SUMMERLY PLACE sR STEMCON87RUcnoNNCTEB �sf� / -�2;,yx `c� f � fo-CONSTRUCT TYPE 8 CURB AND CUTTER PER CITY OF UKE ELSINORE STO.NO 201. s', / / 3O-CONSTRUCT TYPE 8A CURB PER CITY OF UKE ELSINORE STD.NO 203. 4 / / O-CONSTRUCT 4"A.C.OVER 4"AB.PER GEOTECHNIGLL ENGINEER'S RECOMMENDATIONS CURVE TABLE , Go--CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311,CASE"C". CURVE LENGTH RADIUS DELTA TANGENT / �// 5-4" 8-4" 6-8" To-CONSTRUCT CROSS GUTTER PER CITY OF UKE ELSINORE STD.NO.209. Ci 307.55 775.00 2744'13" 155.82 „�'''`-� �e / '� `� 4 12 �•'�' a �'�` F* �' CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF UKE ELSINORE STD.NO.211. C2 164.3E 550.00 170T19" 81.80 \ Q \ � S'y �, �= =� d •-In CONSTRUCT ACCESS RAMP PER CITY OF UKE ELSINORE STD. NO 214B,AND PER DETAIL CJ 3Z81 25.00 86'39'J8" 23.58 v-..-'f �,,.• )� . " + + + ON SHEET 2;x=5.5',Y=ZO'. G 298.02 751.00 22'44'13" 151.00 / --��� "' ^-& ?ism \ 10 CONSTRUCT ACCESS RAMP TYPE 1 PER DETAIL ON SHEET 2 C6 J7.81 25.00 86'39'38° 13.58 15 , / 8�< "' . ^"' ' `a .-+ �f e`' ,% 12 CONSTRUCT TEMPORARY BARRICADE ON SKIDS C6 3.14 1.00 180'00'00" INFINITE /m+s, ! �' .. y, \ UT. C7 101.57 778,00 0728,48" 50.86 S1 AN � ;'x � •b *3 l' ,,._ \` J, B30• 13 REMOVE EXISTING BARRICADE CS 218.17 780.00 16'O132" 109.80 1 ..5p" z y / -- ,. '� 'Lk 14 CONSTRUCT STREET LIGHT PER CITY OF UKE ELSINORE STD.501. p 213.93 799.00 16'03'29" 112.71 ''^ C'., �G �` s4 \ CB 22 STREET LIGHT LOCATION PER DETAIL ON SHEET 1. I 59.70 770.00 04'16'03" 29.87 _ �1' 1 iA +.--"' X �� >< �. 25+98.98 15 CONSTRUCT MEDIAN TAPER PER CITY OF UKE ELSINORE STD.NO. 127. CI 160.81 555.00 16'36'03" 80.97 u-A r'A 6 1 rn ,,,..% 'o 16 INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS 1 157.91 545.00 16,36,03" 79.51 ��-�> + , ,-- � :�� +: � � LOCAL DEPRESSION 422 I 155.65 526.00 16'57'15° 78.40 14 0 + �'r Y''.•-""• E SIpEW,� .im// �/ "b� , 18 SAWCUT AND JOIN EXISTING PER DETAIL ON SHEET 2. i 169.85 574.00 16'57'15° 85.55 ,-,....•----,, I '} 4zs 14 vir� C'„ -- �U N�ll, „/'� �"•J' 18 INSTALL IRRIGATION SLEEWNG PER SEPARATE PLAN CI 15.71 5.00 18 INFINITE T j 7-8 > T +. - �- r� „r"' �''1 c�, t 20 CONSTRUCT 4"THICK MEDIAN CONCRETE. DAMS COLORS PALOMINO/5447 L An, qLa +TIT: �+ o, .Yd,�'- -f.,S N 6' 8'-4" 6' . z A 8 �_-, - - A"'' ./ ' O 2 ce �4'' N Cl Ill R/IV LOT ---- ,- ------ )"nJa 5 -" '•� li. .^_IR a ^_.^_ . r. "6. ., .... ne a "a LINE 4 ..r - mm ..ri T� "�' N� N 3 N._._ N •- --- _ ., _..._ 1r„ 6 x 8' 5' 12' a ' PW SWI LOT"AD" ", _`__. I" dry! / II r /? �__ rq����I�� iI�Ikl�lil I�Iu "'�`L� � a+ ``� � � Vt UT."8-31" 1' 9' 2' { I it 6 r`j I P� CB 23 2% NPRAMAX - - - _r „i t• ', �� 25+98.98 3:1 - 829 s - !� �� M°rn / 5•WIDE SIDEWALK - / LOCAL DEPRE3310N N23 `� '- �w e,.4` 1 II - BTA- I, SECTION A-A STA.I +476' 10, 1 It�lr Ij, / ii � 4' � .:..,v \ i I � �� � /l� G J J rJ `� , I 8 by,�_" N "�,`y�ly ,r.a:� l r GRAPHIC SCALE A ,. - I w \� "SU . 1'"IL"" ACE a' o m• m eC Teo' �- S �( ( IN FEET) A Q V 1/2 2 /1 I inch= 40' Ix. REVISIONS: PREPARE UNDER SUPERVISION OF: •AS BUILT• PREPARED BY: 11 WIL50N MIKAMI CITY OF LAKE ELSINORE a QROFESSI/, _ /// RCM_ EXP__ DAE ®�11 CE7RPORATION TAAENTFL01 SHEEP y,O M.M/,0, SCOTT M.WILSON ` DA RENEWED BY: J�TTERSO CANYON R 949-679-0091 STFEET IMPROVEMENT PLANS DDA PHASE A - RCE NO.49884 EXP. 9-30-14 IRNNE,CA 9250E F:949-879-OOBt 3 I ,N No.49884 - INSPECTOR DATE BENCHMARK: SUMMERLY PLACE OF * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE NTH THE RNERSOE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE E%P.O9/90/14- * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORM OF Y INTERSECTION OF COMM STREET AND MISSION MAL 27' $' .rf9/f clva �v STATE/�p�y''/(�'�A'N�p/�A PERMIT CAN BE ISSUED. SCALE: AS NOTED BASS OF BTME E NTE�E OF MISSION TRAIL FFW STA. 24+61.35 TO STA. 29-F33.26 OF CPI�E / / 9 7 d/ 7 C-'� CENIERUNE OF CEREAL STREET,BEING N52'52'48Y1,BETWEEN MONUMENTS 3 PND 4, DESIGNED BY: KAM DRAWN BY: KAM (EH�(�,�7 L."i�� -�-0 CHECKED 8Y: KAM PROJECT MANAGER: SCOTT M.WILSON ATEF -SKANDARI,RCE 63390,INTERIM DIR.OF PUBLIC WORKS DATE DATE: BENIG THE CENIEPLINE INIFRSECTIONS OF CEREAL SRiEEE AND STONEMPN STREET W,O. FOR: F.B. FILE NO. AND C REAL STREET AND CORYDON STREET. .. --- ---- --------- --------- ---------------------------------------------------------------------------------____-:---_------------- ....:: :.. _ :: „„ :.:: . . '; _ 1 ......... ,,, ......... -- _ ,...m:., _:..., _ PL' r1+00,00, El.: 126s 4a , ! ... L 8761'OC '� � i"" 39 3' L- J wd/4 IYP, m S m w o 1 d/44TYVGC L-38.30'OC y a w d/a ry +�> N IXISTING GROUNO -m m a + .:; w m �- to�, o" AT RIGM-OF-WAY�a'5...-. m 4/4 TIP c� >m M w R LL W O � � [moo 1 h N -' *.. 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ERT 1„ 4, - ........ ....- ... ........ ........ ...... 10 11 12 13 14 15 MEADOW 1 _CONSTRUCT TYPE 8 CURB AND GUTTER PER CITY OF LAKE ELSINORE SID.NO 201. to--CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.NO.200. 3O-CONSTRUCT TYPE a4 CURB PER CITY OF LAKE E'LSINORE STD.NO 10J. CURVE TABLE ,J' r'i r r� 'W� _ 42 <,1- H 40 6'-0' 8'-4" 6'-O" 4O--CONSTRUCT 4"A.C.OVER 4'AB.PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS - �)I c C g ; FAO'=r2E78 PAD=7266.7 '; j. 1_G' �4' �'G' � �T•i 6 CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO Jif,CASE"C'. CURVE LENGTH RADIUS DELTA TANGENT 1 I PA -11673 $ � �� CI 15.71 5.00 18000'00" INFINITE a wl PAD.1267 j u 4 * + � - -- �l�!- �'^ '`g $ �`� g �^ 8 CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER C11Y OF LAI(E ELSINORE STD.N0.211. C1 J9.27 15.00 9000'00' 25.00 "y ( 1 FAO= ^�-i � PAD= �..,,, - + '� }. 'NO a i,V 12670 6 w 1 S � NN ^DNF b N' N^ go-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 2I4B,AND PER DETAIL CJ 39.43 25.00 90-21'3J" 25.16 '1. $ 12E./,0 d-.d,-.t^ yo, 7, ti 1`)^�"j- $ 0 I o ' a i7i n ON SHEET 2,x=5.5',Y= 0'. G 36.30 25.00 8T46137" 24.05 (I I + 6�' �L6 ,` li+' 4 j "? $ a + 11 CONSTRUCT 3.5'A.C.OVER 4'A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS L5 40.32 25.00 972435" 26.07 �'- u 1 x � � $ d -- F i d 'b N UC ^U A 12 CONSTRUCT TEMPoRARY BARRICADE ON SKIDS L8 99.36 1000.00 0541'33" 49.72 f '` . 8 , 19 E, S In ^ _ '� R/W 9 d d 4 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501. c7 61.86 1018.00 OT28'59; 28.14 T 4 _ - - b 8 ly "" f �5� R STREET LIGHT LOCATION PER DETAIL ON SHEET 2. C8 56.27 982.00 03'16'S9" 28.14 T'; B29C" ),. •:.:: - CB 2 lAL 16 19 INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS II i °f > , p - M =-- ., aN14+8A�W 13+89.8J INSTALL IRRIGATION SLEEVING PER SEPARATE PLAN A1Nr2+in°Lu LOCAL DEPRESSION�F2 A 25+06.52 r n. + '� - - -'il TNT SUMMERLY PIACE ,,,,: o�� _ A. i +0 "t t ?;c> via r 3 ul:,i , u > , �, I�I ryt ��I ". 11' iM.MEADOW 14 1� �iflll�� t64 > t Ya,i4 t! u ... 6i 1YYri b ,. i .. o ,12E _._f 5-.._.- _ .. ... .. _- . 6 IR1W I 8 9 Ig � 8 ^ �Ma 9 6'-0" 8'-4- 6'-O" ��'. VI I I 8 116/. 2 F, "I `� PAD=2 .. Ri-1 a g �^ �g�doh � 3m v ^6 � w� ' W I � 2670dt8 1�a, 8 �.: 1.99 M s b 9f I d Lb ^�d oS 1 6 ^^ ^^ ?6 n- < ........................................................ ... .... a N �'.. -rrjr12 » �� 1?670 ^ PAD'-=1267C� PAD=126' 7 \ 5�'6`)- ,,;,6$ MEADOW DB J 1J+93.57 �\ LOCAL DEPRESSION N3 NOTE: SEE SHEET 11 FOR HORIZONTAL CONTROL OF SIDEWALK GRAPHIC SCALE b' 0 w w w ,w p (IN FEET') A/p d aV ��".E2 DIY 1 InOh= 40' }4 REVISIONS: PREFAB UNDER SUPERVISION OF: 'AS BUILT' PREPARED BY: ®1 WILSON MIKAMI CITY OF LAKE ELSINORE pti0FES51gyg7 ��7�jF RCE ExP DATE YW CORPORATION TRACT31920-1 SHEET L y�p l 4 N7V 1,I SCOTT M.WLSON DAB RENEWED BY: 3 PETERS CANYON F:949-679-00910 BEET IMPROVEMENT PLANS DDA PHASE A RCE N0.49684 EXP. 9-30-14 IRVINE,CA 926M MEADOW INSPECTOR DATE BENCHMARK: N0.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE RNERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. 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NO 203. j -----I------- <Cl) 39.27 25.00 90'00'00" 25.00 , - ��X)I I z (D- __ � 165-10 133-00 71*07'25" 95-08 10 r� o 1 17 CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD. NO 311, CASE"C". � �l * . I M 361.28 115.00 180*00,00" INFINITE I N ,,,�� 8 (�17_ 11 . � Illp f - n � 451 . Z9 r 11 4 �? 1-1 K R. e.+ ®-CONSTRUCT SIDEWALK(MOTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO.211. � * �� R -t � !,� rz , BSCR , 2 , - -.41 � _�6R�l'o- 304.73 9ZOO 180,00,OD" INFINITE ril j I,�� , , STA.' lf+49.54 STA. 14+49.54 ECR ;R cz> It Cl 32.38 25.00 � ,`z Cle (D-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 2148,AND PER DETAIL 6 11 � I--- 74'12'29" 1&91- 0&+ g� '+ - - . T A. �RI, ON SHEET 2;x=5.5',y=ZO'. T STA 12+15.00 1 K�(.m v 114.67 73.00 90-00�0D` 73.06 "2! z;'T_k b �,+ - CONSTRUCT 3.5"A.C.OVER 4'A.B. PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS "I'll t 86.39 55.00 90,00,00" 55.00 2 -�.,.,a .. -,,,,.,i5 ztf is,a 1�� - g!�e�+ U_ � 8 �� 8. ..4..... _;LI � __ a o,� -r m-Ar,- 3-192 CONSTRUCT TEMPORARY BARRICADE ON SKIDS ,1'._r�% -13+ 17 r ,,tp. 1- il. ;- , - ----4.,, - 18�- � .9 �� -�,-i,/\c-f 3�-1%0- � . �� I-_,��I: I _,ml 0 1 -P- 14 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD. 501. 17 DWY I I , �' I N , f Al 1�i ,P,-t. STREET LIGHT LOCATION PER DETAIL ON SHEET 2. W=16.01 Q� -- 17 17 DWY 16+35., � I ,F1 , 0-INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS (5 ...- '1�11 --- " i I R CONSTRUCT DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD.NO 117 W107H PER PLAN TJRAC_� 2-1220-16 - I ___ ,� I 5- III - - �,t7 TE,/,G:�--192016 - RIW i M I " _,� d ��' 9 m 11 A I I) - , "t (SHNSTALL IRRIG47ION SLEEVING PER SEPARATE PLAN �;C, -,, ,-, , i, - 11--, ig ,,,� 1-1 ,�� ,,,, �, 1p�� 1, /C lfi�ibqlli 1, I _I�-,;3" #,RIW " + �, �11, , Cr7 t,t ," --�-o I ?M/w _`tll 1 " - ___ .1 I - Z,g W-�, , 7A. 16+7Z77 EC g - ____� I- 1-11 %I - fo.0 0, . ' 5 I ---+----, 't ;� ,",\,It Dwy liq �;, I , I.-14 STA 17+IRZ7�,K I * I M 6bO i�� I - ,� �lw ,±�� I !", "I, �� I,, Y , , , Ir , 1 ,� I � 1, STA I 1.38 BC 6), 0_9� -1.- 1-1 __ - -1 I I ..... -�............................... - ,, + I �, 3...�......( , = _; _ 110, 1/111, " " ( Q) IMW J!A�AA.97 ST . , I � , . ,� I+28.34 EC i 11 STA 18+84.16 EC," � I IR 17 DWY 10+77.81 ,' . 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SEE LEFT HEREON VILLAGE PARKWAY =STA 10+00.00 SEE FAR RIGHT HEREON At SEE FAR LEFT HEREON GRAPHIC SCALE w o Xf w w ,w 6,-0* 81-4- 8-0, I I I I I t 12 FEET) M� -, �� , ;�Z inch= 40' ft � �;z b�;?R . ��R2 I I ,, GI�- - Q136 6 V i/2Z/Pf + ztzg T,ll�Z9 R %Z9 , N " m �2 :5__�� �'.p __ � I � ; I ;, p I � r � I I I I R �6__ , - ------ - --- -__- - ___ _- -. _____ = - ... 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BRASS DISC IN CONCRETE 15 t - P.22/nQ114 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72 NORTH OF'r INTE ECnON OF CORYDON STREET AND MISSION TRAIL 27' 5 12+51.49 - j, SCALE: AS NOTED OF THE CENTERILIME OF MISSION TRAIL. FROM STA.10+W.00 TO STA. 19+8014 - - MARK _ ---DESCRIPTION _m�_ACE& - -� STATE LA AND A PERMIT CAN BE ISSUED. BASIS OF BEARING: SHEETS 5 DESIGNED BY: KAM I DRAWN BY: OF C \ I CENTERLINE OF CEREAL STREET,BEING 145752'48-W,BETWEEN MONUMENTS 3 AND 4, !, LOCAL DEPRESSION#1 dft..- /-ZA.Iff BEING THE CMnE DlNlCoRRyEoCoTlN0NSffi0F CEREAL STREET AND STGNH)A4N STREET T 0 a5)%13 j I DATE I . AND CERE& ELT W.O. FOR: - I . I �1! VC�Ejl��BY: I PROJECT MANAGER: SC TT M.NILSON I I ATEFEH ESKANDARI_RCE#63390,INTERIM DIR.OF PUBLIC F.B. NO. . „ ... , : ........ .... ... - „ .:.. . D f 50'VC. :::: „_ _. :: ::. ::. _...,... ........ 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PROFILE i . ............ .._......... . ............ ..................... - -- - ,,..,,„ _,,, ......... �......................., ,, „......... ......... ............ ........ ..I...... ........... _ ......... ........ ,.__...._ ........_.,,....._ , ......... ......... ..... ............... ...... ... .......... ....... ......... .............. ..... H T.............1....., _. .._., .,...... ..... ..... ....... „ ,...-. - „ ._, ,, ... ........_._ ...LLL .... VERT. 1 4 .............. ............... ,,, ,,,, .... ...... ,,.. ......... .......... 10 11 12 13 14 15 16 17 4 18.7\ 19 . VILLAGE PARKWAY qNL + /�Q�j�- 87FEET CONSIR)C"NOi� 1 0 � � Y -CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.NO.200. STA 18+93.7 l B„L2 6'-0" 8'-4" 6'-0" 6'-0" 8'-4" 6'-0" 6'-0" 8'-4" 6'-0" 6'-0" 8'-4" 6'-0" END CONSiR CiIO �, �, /� a--CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311, CASE'C". C �w C q4' " li2tb �� �w Cp� N Ii2w lilt �� k2� �� �� I:� 1� b �� �C 9 18+91.21 . r O-CONSTRUCT SIDEWALK(WIDTH PER PUN)PER CITY OF LAKE ELSINORE STD.NO.211. b 'D t00 , �O 01♦ 4 Ofe M O,O ^ m0 lz q ♦ y� C2p . ^ 'p ^ ^f � N b NN I�l� II 1 6.56 w.r .� c�1. .� a��'; oy, Y v�'� nit st2 ov, iS c�t�5'o^,- ��m"- ^ m� ti 6 O9 -CONSTRUCT ACCESS RMIP PER CITY OF LAKE ELSINORE STD.NO 2f4B,AND PER DETAIL K`�" +,b Ki +,b"r�ia ` �.r1a"r� +�"1d + "�"� +� "� �� '� I`�',`� ttc�� `,g',a '1'IN "eve �",}v3 }}�`'"�"� .€a'� ON SHEET 2;x=5.5',Y=70'. ' °Db�= °-° 5 __ °=1. °=}o °p-- � wb �-� �b � =� 5 == =To = 10'�� = �tO m ':.ate 1 i CONSTRUCT 3.5"A.C.OVER 4"A.B.PER CE0IECHNICAL ENGINEERS RECOMMENDATIONS dh 9 �` 12 CONSTRUCT TEMPORARY BARRICADE ON SKIDS tiN R�Y 13 REMOVE EXISTING BARRICADE c, '' 14 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501. m s I I r� SiREET LIGHT LOCATION PER DETAIL ON SHEET 1. t CS/4 CB 5 LAT."B3B" CB 6 LAT."B3H" ,� 9 12 6j 16 INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS 18+58.77 18+58.56 f0+69.58 10+64.50 - .�' 8 i �"s Ili' 14 STA 1�+51�00 i •-' a�� 18 SAWCUT AND JOIN EXISTING PER DETAIL ON SHEET 2. LOCAL DEPRESSION#4 LOCAL DEPRESSION #5 LOCAL DEPRESSION#6 LOCAL DEPRESSION#7 �11 ,9 A I 38,20 9 8 ,4 & 1s INSTALL IRRIGATION REEVING PER SEPARATE PUN a INT. GE PKWY 4-R/W II �,. 1 ,n 10+ a Crd +� INT.STA : , -, 'a N g s e� �C1 ,ern � ,d d m :i� I -1-'•s t v �( �' - "' ,,r""\C r 3-1920 16 � �Pgg H r r ,9 9 STA 17+7005 r� % ry'ty STA. 10 4 _ BC �� 1 t �� � ,p I sra 10+35.26 BCR u 11, � �11 S4L F,. ,r r Ds 9 4 - 1�+ 6 PAD'.A^61.9 ..... ----c,, 14 `f"A &'+' J N� ^ ,`n 4 r., A 14+4.13 n7 �' r' ,,� ,C�P6_ r", p9 o-- y c� ,;3o STA 15+52. ECR �'7 'y S �V ..,�' + o �rn 4 � .F ��, �. IRA. VI CE PKWY .. ,y,,, � � GJ h�� "* % pRMcl9UN LATE � A d o' 1. 0 $ +LA ,.w' 0•.,� o H 1 -i- ', A 12*600 6' P .s^"" g� � f W P. n 3 `� v INT. VI LAGE PK 1 a' 'i`•s IRA D GRASS r 0 1 '''= J CURVE TABLE SEE SHEET NO.9 d ^_ ,,,,,,. %%" r d d Q ,,,,�..-.,..__ __. a..__ - .,'���� � I,i f11 °�° CURVE LENGTH RADIUS DELTA TANGENT r� � 8 v, R/W NT A4AC�LIA 8 �i �,., m ___ _. .. -- ��-R/W $ _��:' CI 39.27 25.00 90'00'00" 15.00 -... n "a ,.. -- .: . .. , .•. ,., .- n '+° d<T,y C2 516.55 500.00 59'i f'33" 284.00 .- _ - l CJ 85.95 518.00 09'30'26" 43.08 a, ^<rt - `i i ^•, -.- 7 a # �: S 16+I �-I r NI 171.78 482.00 20-25'10" 88.81 oz '"1,t':.'. .. ,_� :,1 f ""7 !II mFy"-.. 7a 3, i I N? _=- x '4 m I, � , I r' 14 '' 5 ..-' A 15+99.J,7 :,, C5 35.86 25.00 8711'2Y' 21.81 �� �_ - , ' �-• ._ i T.. T _ s �-_--=^ 9 C5 ,� -� 9►.,.,'% INL WLLAG PKWY 'f.�.� 1'� t r e NS/'n 34 E - � .a"� 12 A. + 0 C6 38.35 25.00 8T53'45" 24.f 0 I i ',, I +1 t f"' C i L INT.BENT G S (��� C7 41.63 25.00 95'23'5Y 2Z47 - i - e - AS +37. E R �� C8 158.3E 518.00 1 T31'04" 79.81 �, III Io' �� GRAPHIC SCALE .. D 0 ?6 BCR --==-_ �" r i (8 41.02 25.00 94'00'iT 26.81 m 7 _ - - n _ T A 10+38.98 ECR + Qtg ,�'J R/W%3--- - STA 12+1Z00 BCR STA f3+74.67 BC 14+ 7.6 BCR G �P✓-PA-�1267. oo ��)�r,� / 1 33.51 25.00 76'48'28" 19.82 .c' (8 it R 8 � Q S CI 13Z87 482.00 18'16'35 L.41 � of ` Il I STA. f0+43.00 ECR�4F b STA. 13+0300- . CON TRUC 14 PAO=126i QG` i 124.27 518.00 IXI4,r 62.43 g o+ $TOR DRAIN LATER�I� PAD=1267 6 STA +43.0(1 BCR MAGNOLIA '' NOTE: SEE SHEET 12 FOR HORIZONTAL CONTROL OF SIDEWALK ( IN FEET) - �T PAD=1267.'S�. cT 2 S SHEET No.9 VILLAGE PARKWAY �Ujo ov I ''"°h= 4D' ". 6 b REVISIONS: PREPAR UNDER SUPERVISION OF: "AS BUILT' PREPARED BY: 0 WILBON MIKAMI CITY OF LAKE ELSINORE m ES5/ _��" C O R PO RATION TRACT 31920-1 �' �d, w.,„.. ....,,. `Y.y7 _- RCE_ E%P___ DALE 3 PETERS CANYON T:949-6I9-0080 SHEET ...................................................................... .._.._. .A�7J ��7 /� REVEWEO er: STREET IMPROVEMENT PLANS DDA PHASE A b a< 7 0, SCOTT M.WILSON DATE SUITE I10 F:949-879-0081 6 s RCE N0.49884 E%P. 9-30-14 __ RRNNE.DA 928D8 VILLAGE PARKWAY OF P , . INSPECTOR DATE BENCHMARK: s No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE RIVERSIDE BENCHMARK NO.BM E-3-70.EIEV.1279.829. BRASS DISC N CONCRETE Exp.OY�]OH4 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED EAST OF TNIECENTER NE OF MISSION TRWL RYWN SBREE,AND MISSION TRAIL zr FROM STA. 10+00.00 To STA. 18+93.75 15 �9jF crow! STATE LAWS,AN A RMIT CAN BE ISSUED. BASIS OF BEARING: SHEETS _ DESIGNED BY: KAM DRAWN BY: KAM C U, n�.� ���_l lg CEN,ERNE OF CEREAL STREET BEING N5752'48W,BETWEEN MONWAENIS 3 AND 4, IRA DIR.OF PUBLIC WORKS DATE DATE: BNC INE CENTENNIE INTERSECTgNS OF CEREAL STREEF PND SfONEMIN 51REEf W 0. FOR: F.B. FILE NO. CHECKED BY: KAM PROJECT MANAGER: SCO11 M.WLSON ATEFEH A RCE 83390,INTER ER CT N EEL __. ......-.. ._.._- Rei o 1 , 100, IT -- - ._— AND S7MKi NOTES 186, THERMOPLASTIC 8'SOLID WHITE STRIPE PER CALIRANS SM.PLANS,PLAN NO.A200,DETAIL 38. 10L-_ i' ",_,_, •`\ `� �,•• f0 THERMOPLASTIC 6'SOLID WHITE STRIPE PER CALTRANS STD.PLANS,PLAN N0.A20D,DETAIL 39. �� � � � ••\ \�, f0 THERMOPLASTIC'STOP'PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN N0.A240 -��� - b -1 ''' �• / •'V x �•, )0 INSTALL SIGN PER CALTRANS STD.AS NOTED ON PLAN - T /� � •`\ \• 0W THERMOPLASTIC it SOLID WHITE STRIPE PER CALTRANS STD.PLANS,PLAN NO.A24E. p , y ,0 I /J -'\ 6 D� \ '�..��\ 10©7 --THERMOPLASTIC TYPE IV ARROW PER CALTRANS STD.PLANS,PLAN NO.A24A R26jypE p1''� ,n / r� /� \ "•\• \ THERMOPLASTIC'BIKE LANE`PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN N0.A24D "' I I� '_ - / -/' '�•\ �1 --THERMOPLASTIC a DASHED WHITE STRIPE PER CALTRANS SID.PLANS,PLAN NO.A200,DETAIL 39A 11• `•\• ``\ 11 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.4000 - e I 1Q \ \ DER)0 ' 10 :.` r.. �, �•\ ,`\ x \. V I is' ,I \ s� �� a •\V �'• R26104 r-- , R2 �r I 10 �\ �� j R26 - - tee• '� �. A �, --� 10 A� �( � 1 �1 Q 11 10 R26 1 I �` R °� VILLAGE PARKWA (�-—I _.1--%p�N -- -- - -_L__ OL I 10 R26 I . ,..,�„ .. __.. —., — _ _ i ,112 �;i-r-7- to - �,p „ �. If ,,RR n 8, I V R26 l � I I I J i I .,, Ef4 T' R26 i0 4• 2 I L I�-- ._.all ✓ _ it ----------- --- 1 17 '�------�-�----- i GRAPHIC SCALE w m y eo• o ao• w• ,W _2W If ( IN FEET) I inch= 60' ft. REVISIONS: PREPARE UNDER SUPERVISION OF: •ASBULr PREPARED BY: WILSON MIKAMI CITY OF LAKE ELSINORE p0. W��� / / CORPORATION TRACT 31920-1 SHEET a pFESSI/ r r ` �. /,/ RCF EXP DATE 3 PETERS CANYON T:949-679-0090 RENwED er STREET IMPROVEMENT PLANS�A PHASE A �� �o SCOTT M.WILSON ATE SUITE 110 F:949-679-0091 7 RCE NO.49884 EXP. 9-30-14 IRVINE,CA 92606 SIGNING AND STRIPING OF No.49884 THESE PLANS HAVE BEEN RENEWED FIX2 COMPLIANCE NTH THE INSPECTOR DATE BENCHMARK:RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.629. BRASS DISC IN CONCRETE .'fcc E w a9,w,14 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF'r INTERSECTION OF CORMN STREET AND MISSION TRAIL. 27' N ff cTw� �P STATE ERMIT CA BE ISSUED. SCALE: AS NOTED EAST OF THE CENTERLINE OF MISSION TRAIL MARK9 BASIS OF BEARING: SHEETS DESIGNED BY: KAM DRAWN BY: KAM CALF( CENTERLINE OF CEREAL STREET,BEING N5T52'461Y,BETWEEN MONUMENTS 3 AND 4, BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET W.O. FOR: T.B. FILE N0. > CHECKED BY: KAM PROJECT MANAGER: SCO1T M.WILSON ATEFEFI ESKANDARI,RCE 63390,INTERIM DIR.OF PUBLIC WORKS DATE DATE: ANo cEREA1 smEET AND N .... =====..........--- .7==..........=L...==............ .�;..- ��................................ . . 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NO.MH251 lAf• . b 1 !4..-�t. ,j CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD.NO.JS229 51 T W f �� ,--,-I----- I'll 4��I I- N1904'14 SE� NO 9 l0b; :5:5- 1111�6-� ln� ,,�4� . I ,I mol,�o---- (5- SEE SHEET,NWOI,9 V, P 1128 10+55.32 BC �4t�"' , / 4111- ®--CONSTRUCT CATCH BASIN NO. I PER RCFC&WCD STD.NO.CBIOO FOR PROFIL � RIKILE �cs . -� �', � - S' I MARKED'NO DUMPING,DRAINS TO LAKE'WITH OAS MANUFACTURING �INT. � i I-� �,-- -- - ----fl�!L--- - li�-1 1 1 RIW ,, I X X 5-114-OURACAST STORM DRAIN MARKER - .-l. I-- LINE 8' , I� - - .=12b•-- ��--��IE,L:=-. 4 rl. . -----z.=mi4x. -- ., CONSTRUCT TEMPORARY CUP RISER PER DETAIL ON SHEET 2 57 0 00.0 LA N I �._S:� L__.-.._..--..............----- -..� , - / - I + ,i -.- .- ---.-z:=- . @- 10+00.0 1 1. i , 1 -111 - .C.S.I Q*-CONSTRUCT LATERAL PER RCFC&WCO SID.NO MH252 CUT INTO EXISTING MANHOLE NO.2 -- - "I -1. 0448. 52 iST.STA. 58 AND CONNECT PER RCFC&WCD STD.NO.JS229 CASE 1. � �) 1�j F- + � V-8.0, -- I � - � QIOO-5.2 CFS 11 @�-CONSTRUCT 6-PVC DRAIN PIPE(PRIVATELY MAINTAINED) � I- 1262. INV. 1111-iL 1 N - ... I INV. � EXISTING LINE�B` - I --- --........4-�� 51 4511114--- 65 L 0 j I 11 - � -1� 11.1.1 ..--.--L-1 " ail I --7 - -----.-l---------.-7 11 - i I . . "M- �....� IN,UMMERLY D IN 14 Cl':�7- I. I'll - - --71 R/W EXTENSION IMF?OVEM I I 1 i I . ......."Ill.,...............-- - , �-_ z,z,-::z...- --P- - % - -� - " .. � -- , - PLANS SHEET 10. 6 11- _m/w 4`,�� ......I.� EP 52 � , J� - , . I I II 1 44- ��,l�-,; � CURVE TABLE 111181� ,b!b iEl �111114�!�, Nk 1, 1� Is I 1 -4, I 11 - I mi. . � I 14 CURVE LENGTH I RADIUS DELTA TANGENT -C2 10 .3 \ i M� I 11b,11 I . :� I I L,,� CI� 29.5 V 5,31, \ 4-v- I - bq) � 1 I >- TRACT 31920-15 '307'RIS N', -�- 98.76' 05*4 I'34" 49.42' 50 TG - - �i- 11" . IM I t I .. - I 1�111-� 26 1 63. FG TOP ---Ma u 16.93' 1 22.50' 4YO6'45" 8.89' 1 1258.5 FIG- T I I . w I tZ j 0'00" 9.32' 25 " 'I W R 1 C5 eOO'00" 9.32' . 11014^ 11 I - 7l �,-- ---`�� C6 01*03W" 9.12' 1 10111 I F RN : ,�. - �= � I `� T�,----1 ' 'I- fi , lq��" .-- I--- ,-- , I .. �. ....--- ... . - " , �-�---- - !II' 7 / . -.-- = -- I . GRAPHIC SCALE I STORM DRAIN LATERAL 'B29- 4W o w w w ,w I I I I NEW . I WWW - WWWWWWWJIII !!�� . i I I ( IN FEET) I vob ov 1/22-/Iy 1 inch= 40' ft. I I � -g � ,------ ...��7- .i- � Ill�.........r.... � - === iI...................� = � ,d = == ==== ...I...... 1== === f --1== =I ;IN- i I ......................................... I. �...... I " 0 " - -- ii - .1, - , I� "m � 4- I f I I I I I "" I I , F I ��- '- -il , , P. I I I I � I I I ,�l� I I.. .� - .1,... � �4-. I=........... .=,... ..... .. I. !!� � ) m REVISIONS: PREPARE SUPERVISION OF: *AS BUILT" PREPARED BY: f WILS13N A410CAMI CITY OF LAKE ELSINORE I - I II 111 -- pROFESSI�11 - - - ///7//Oo- ROE DIP 0 TE CORPORATION TRACT=20-1 SHOT io � � -IEWED". 3 PETERS CANYON 7:949-679-0090 STREET IMPROVEMENT PLANS DDA PHASE A SCOTT M.WILSON DATE SUITE 110 F:949-679-0091 8 i - - RCE NO.49884 EXP. 9-30-14 INSPECTOR BENCHMARK: IRMNE,CA 92606 STORM DRAIN LATERAL 'B-29' OF N..49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279,829. BRASS DISC IN CONCRETE � . ,_QVNZ14 POST 72'NORTH 'r INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27' ff F QVNZ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED EAST OF THERCTHENnoFRUNE OF MISSION TRML FROM STA. 10+66.16 To sTA. 15+25A7 . -WA-RK DEs-efflPffog- --gY-VFR-.--UAlr-- I I STA�L j dERMIT CAN E ISSUED. BASIS OF BEARING: SHEM WMff42m OF C N1 /-ZJ-f-v - C NTERUNE OF CEREAL STREET,BEING N5752-48-W,BETWEEN MONUMENTS AND 4. - KAM BE TREE v Q.d2kdVWx"D�"MA4- DESIGNED BY: KAM I DRAWN BY. _� zsk�- BEING THE CENTERLINE INTERSECTIONS OF CEREAL SIREET AND STONEMAN 1 W.O. IFOR: I F.B. FILE NO.- I - 11 I - I CHECKED BY., KAM I PROJECT MANAGER: SCOTT M.WILSON-1 ATEF __ _ _1,RCE#63390,INTERIM DIR.OF PUBLIC WORKS DATE OATS: I - I AND CEREAL STREET AND CORYDON STREET I :...:===...............................................7...=I..",....===-=..=....= -=====�................. 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I I �Q I -=L-�,ld �l I -,- -""......-. ..............�....................................................,--.................................... .77.1....� 1, .............�--=......==T- �� . ,!t 1. - I =-....x-T-: tqj ......... ... ...��,�......�.......=�...............= =�. .. . ................7,�77:--I N -11,11.11.-1,--,--,,- I I I I .�- :::::.7 1,"I'll - �� I e I I I I 7=i == i :7................�...=...=....�;..=== T =-...�,�,M.�..�;---�7 :-- . ..... .. - -- �f < 11 I I- +1, ��l I .--T=........ � i - I'll - ==...............=....:.......u====��...7.......-:....�........=..==�=... I.... -.�.......��L...=�.,+ .1.....--l- I '+, ------- . 2 1, � i� .- ' CON3TRUCT 188.34 L.r. , �li-..--�=......... ---.,1...........l..1. - -l-, .1 I....... - .....".........11,........-111-.---....I.................................................�............................................... 11 -l-,...11.11... n�i ., CONSTRUCT 238.31 L-r. ' � j 1 -- I I I'll, -.1....... . I ...-...... -. "I'll, I --l-l------�� I � ,V 11-�==.....�, - - � - 18 RCP- 2000 D ; ��,,---�T- - I . I , " - - �, .. .. I 1-111 71 ---l- �, - ....� - 11 " - , - -'. - : ,��:,. 24"RCP- 2000 0 1 = � - ...."......1 - ! 'i, ..-�1-1-1--l..�.."....�.. :� I ,�, ,�L I ! I -1-1, , , � -� ==� :� �� � . .. .... I -- - - 'I ,I i=-i= 7: 11�1�;7 I- ........ t 11 I 't ...�-- , 6 �- ::, :: ,.',��:7:�,�:��JEE:�2:T....�,� , - -I I -................... , =..........��. �.M:-...:L-�...... .....�........1.1-1- ...... ...- . .1.1.11 1.11, I - I I ... ....7 7�... ...�-�-� " �t ig �� - -�� � . I I 11 I � , ''I'll, � i ...�. ---11=11"..... �--�................ 11 ................�-.��-........IL..............-=.. ...---�X=-=.11111��,u= t �, - - �, � I I - 11 T i I , - ,� --Z f� = = � � � I I � - --lF, I I � �, � --------1 I --- I I �- � I � CONSTRUCT 93.17 LE ' PROVIDF WATERTIGHT JOINTS I I ---l- � .......--..m .....-11 :A I- �- I.....I PROVIDE WATERTIGHT JOINTS =--- . � 1.�... -:1 1:� �=11 I . I'll, I i�i�:- iii 7% . .... ...I � C,r1l .1.......I= I � I :�:�: I- I--:, RCP- 2000 0 1 - ..........�11..-+-��== = I -1. ==== d 01,F4.0 CFS .1 �-- .. 1.11 iim m 7 = - � I �-- COAS?RWVQ,T 1 4.8 L... Qlod=12.5 CFS =...........� I ,�71.....I - �:,I 11 - ......... I � - "Ill.- - I I'll - PROVIDE WATERTIGHT JOINTS- ...............111.111-111,�11-11- ���� - -��m - . .. ....- -- I 2 4 04-4"-� I CONSTRUCT 110.82 L.F. �� I 4 -......�..........���,��l ..--=---- =I.....11 I-11 11.11 I 1.11.I-I I � ........................................ =.......-b..........ll..ul.-1.77==AwPOC-,11 1.11 11 f, �, : 1 - I 11 I --- - ---Tr - -- --. .. I .11111.1-11 - 7 , I ...... I ------ - W,� ? . R...... I ........7 -�.�. VD;=2.1 FPS -�....� �o . . ........................................L � I I - ,. =�=j Q,e 1 7.6 CFS 1.� .....�--..�-.....lll�-1-...�, V,C3.9 FPS .�...............=��.....=......... I 11 ..........................................-....�... :�. :,,, I... � . ......... .1...1%.. , PROVIDE,m..... 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VERT. 1" = 4' === ....... -8" ..L........L ===.......�... .....==.......�= == .........7-.......�.....=.................. -....... . .............� =:...=- :-:.I...; =. .. ,�..[..........j..::...::�l = = 1- ............. .....--i I -......................................I I.,.... ............. -..... ....... i v. FPS , ..A.. .. . 1. ffm "�l �= .. - I.............................----........................ Ir ----1-L--L�L---i L - I 10 11 12 13 DEERGRASS 14 15 ;-��, ,MAGNOLIA 17 is I � -=-L a_ , 1�-- I STAR - - 71 I 7-11 I , I \ I JAS � 11 - -�- I I - +)TG I V 11 / . 1�o. 1, I , NOTE -�, IN 1 151141 1 , �� � I 1�1 11 � ( - ........ STORM DRAW QQbg�TKM % 61, 1 +7. ED,� \ �)���\� I "I 1265.5 FIG TC I I � � �� : ", �� I r.+ 2 RISER � 51 TRACT 3192 13 1261.0 E - 5 �.C.B.C.q.cj6 X I �l @-CONSTRUCT 18-RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD SID.NO.M815 I W�_:`7.5' W- -111- -- - ------ - ,�o� -I SO:6 rG,- . &-CONSTRUCT 24'RCP(D-PER PROFILE)&BEDDING PER RCFC&IKD STO.NO.M815 , I --�--=-z-.�:==..F7.= ..... li , r.:�.::-E� - _ II -���----�,� ��I-t k. - -----�-_---- \.............- 'p, --- I. 51 &-CONSTRUCT 0 RCP(D-PFJ?PROFXE)&BEDDING PER RCFC&WCD SID.NO U815 lo4ll 1 1� � 51 11 11 ll�--'I�filjli 51 M.H. 6 io. I (B-_--CONSTRUCT X RCP(D-PFJ?PROFILE)&BEDDING PER RCFC&WCD SID.NO.A4815 1, - I -CONSTRUCT MANHOLE NO. I PER RCFC&WCD STD.NO.MH251 -- I �.+ .1.11., ��11 Q9 -- 1 10 � I I t, I T I . CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.MH252 �-- -� \ - ��l ll;P5 - I I I'll- . PARKWAY\ &i.4---r- - - 56 - kll\\ Q') - --- - - --- -1 T d"q- "I -- "I 111--1. - 41 < (9--CONSTRUCT CATCH BASIN NO I PER RCFC&WCD STD.NO CBIOO � .... I .---�n4��, bO" 1 I MARKED'NO DUMPING,DRAINS TO LAKE'WITH OAS MANUFACTURING . ... � -I I '-� - - j.m.::Z----z - -114'DURACAST STORM DRAIN MARKER I \�, C, ....... "I'll ....... 3'X 5 ....... "" � ..� -�.----......--- : Q4�9�� I I " �......"', --ii; -- _--_11 -=- --- I - ----- ll-�. � 11 , I --- .i.-j7- 1 1 ....."I ST.STA. +64.50 A..4. -CONSTRUCT MANHOLE NO. 4 PER RCFC&WCD SID.NO.MH254 ...., I I & , -,-- k 41�+ 1, VOR7.5' W=ZO' fftff: EP 1 ..+ z.+ 58 .....- ................ @�--REMOVE EXISTING CSP RISER AND AN EXISTING STORM DRAIN 1-1- I -:::� � a+ Qpq--o,6.qfS ; 144.0 I'G fUP - IQ' - .-I- z.+ '�1�1�1 x 6%+ ,��r- I \ rl . @-CONSTRUCT TEMPORARY CSP RISER PER DETAIL ON SHEET 2 %, 001,11 11"; '111 �le 1259 5 ED BOO "" I I W), I .1 �l mw' I I ±a 1%�l Q� 0) .00 e,+ I �I ®--CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD.NO M803 '.-,� , - - �1� , EP 1w, �- "' 1-�l I• - .. / ,-` I IQ-,, 1-11,11111.1.1,................................. C.�,_ 1�1 FOR...-..--SEE SHEET cN TRACT 31920-16 . �, \ I- - I " I+ 2 'k-11 I "I 3PROL@ 1r) 1� �\" = � I��'A 159ifFICTOP C..l e.+ ,/l \ = ,,, -m3 . I I CURVE TABLE ,,, 11-8 1..." 19 ,- ", - , \1 14 11'9�1, li�l�pl I I - - = , , Re I I lo t R, 1�1 I V, CURVE LENGTH I RADIUS DELTA I TANGENT , I I / I 5Ll 2 18�O 1�1:61307111 %20�' '3.§' 1 � " "I STORM DRAIN LATERAL "B3" 1 2 ,�' , 0:4 �i t, C.S.14 - A-41-1 �1% 5-8 ST, .Ilr+5B.7 =At-1 It 18.j8 1 22,50' , V-Z5 W=70' - 0100=2.5 dt t INT. < 18,24- 1 22.50' , M.H. 1 .49. 11 84.72LAT. "O Ai- I --ffe' 1 225W 45-00'00r 1 9.32' " l I I tW.00 LAT. -93 ll� . z t 18.82' 1 294.00' 03*40'04"1 9. r.BjA TA , 11 IQ, I . . * I= ///, ".1 c-+ I 1* + =51 .I x ,/, gI cN �11 I -----��. 9: .. ... I I / LE lll��e -Q, 64 60 C.B. 5 1;1 I ,.a. GRAPHIC SCALE qA- ,, PE 31920- 1 / V=.. I W=7.0 - w . 20' a w IOU I I I I I E , / f00-.5 'p,+ I-� -,I I 1�� I i, 4' � NO. I , , . I .. T'ar 191;1 1 1 ( IN FEET) 11 I 1, 0 . LAT.. . r � I / I - T. I inch= 40' ft. <_1 1,�, 11 V06 sy 1/21 /ly I z -- -.1 . rpw � m - -- --- .- - -- T. - ... - I = -, =.'. .... , I- . --- I - �-F 77 --- - , ,c ...... � i ...... I N j I 1 7 L14-i� i' T ...... - .. � �VR4i�7 I I � -- I I I r - � I - � : / r -1 I -1, ��f. , .1 . .... i . I I � I I OINS' A T_".�W "Q� _Q,r 5 1 il \ .7 *AS BUILT' PREPARED BY: 1% I I . REVISIONS: SUPERVISION OF: WiL50N IO41KAil`41 CrTY OF LAKE ELSINORE I rcl -- --- W C13RPORATION TRACT 31920-1 SHEET -- --,�� 4L/,� RCE- EXP- DATE ,I " -/ . REMEWED BY. 3 PETER CANYON T.:49 679-0090 STREET IMPROVEMENT PLANS DDA PHASE A 9 SCOTT M.WILSON DATE SUITE 118 F: 49-679-0091 9 =-- � o 92606 RCE NO.49884 EXP. 9-30-14 INSPECTOR - DAT-E- -TE-NCNMARK: IRVINE,CA STORM DRAIN LATERAL '13-3- OF - No.49884 - THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH THE RNERSIDE BENCHIANN NO.BM E-3-70.ELEV.1270.829. BRASS DISC IN CONCRETE v =- Elp,OO/W/14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND 15�. POST 72 NO Of'r INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27 5 . crvn SCALE: AS NOTED EAST OF THERCTHENTERUNE OF MraONI TRAIL. ' FROM STA. 10+51A7 TO STA. 18+60.61 SHEETS G .2), MARK DESCRIPTION ,m:M;--pAT-F �.... � STATE�IWSqQe*PERMIT BE ISSUED. BASIS OF BEARING, 1; : 0 0 m CENTERUNE OF CEREAL STREET,BEING 145 52'48"W,BETWEEN MONUMENTS 3 AND 4, �l Cd2kd m"mAd� DESIGNED BY: KAM I DRAM 87. KAM - i ZorluCL-1- E114G THE CENTERLINE NTERSECIlON$OF CEREAL STREET AND STONEMAN STREET W.O. I FOR: F.B. 11 I PROJECT MANAGER: SCOTT M.VAES-ON , 1) FEHI ESKANDARI,RCE#63390 INTERIM DIR.OF"PU-BLMICURKISVID TE DATE, . CHECKED BY: KAM S B I I --7-1'No I A . AND CEREAL STREET AND CORYDON STREET. . PROP. SHED GRADE DRAIN ' t z �''•. a ao a55 o0 - w EXISTING GROUND m b x m PROP. NISHED ORAOE t PROP. H®GRADE a v 5< �1A9S S' r z + o _ ... OkER SitlRM DRAIN IOGER¢SIDRAI O{tNN5''^ < �. `: °°�, a"cc'•c�+N _"`�ui §'$q 'N,) •ri "!$:'..ry "...-«� + + € ._.__._.n._t_.. o+ tt EIM=GROUND : v.:+: -� ` b 00im + }�X+ Fn `i9: a lr7 - ,.: , : JR01: ,,,,._ .... ._._.�._._ .,.. _i.......................... 7e.. . .. ,.._......._._.�. b .., .. ._ ._. .._EX1i St3 t . WA ..:, PROP.EXISTING 04UND 1 a PROP.�SNED GRAT t --r--= -" '-: f1:. ) } OVER¢ E-267.95 WX WA PROF GRADE1OVER STORM ww _ IDyer¢ � adl _ _.WSE-125747 i WSE=1257.47 ( -� e o : ob y2$ !AT 3"STA 18157.74 1256.73 INV. t.eZ4 RCP 1AT'T:.. 1` , �.._ ._ S=0.Dt00 -.STA 14i22a2 " M e `�'>STA. 13+24.2$- _ p i <' [125323 INN; -t+ cn o rn----'} }Z52:24 1NV. 5 .010 700 ' a Wiz:' v"Ti %6 ho?e..<SEA11+84. .. 0 ry. -a 5 04':INN. �y' ? o „ _ [ w r. ro � , taj. a±ry N: � k h k O tom... . =k v:_ _.4:- ..__} - a'*Y. © ,4{O I: ry y�N C?.. O, to -'n £ 4� Kam!�..- rq�� _�`v�, _� i __ _ ©,a •,, '80�,�c e� o,F +,t.T i COAST.21.110 L.F. COAST.H4.74 LE COAST.2L7B LF. N -3 a i N ', «.... ' ` 18'RCP- 000 D a '..... H_ 18-RCP 2000 D .T ... w xn d" ' : .., ...--..PQDV@E WATERT HT., HNTS.�,.. ,,. PRQVIPE WATERTIGHT JDN'1TS ,:..__._. ,.,,,.,...,,.,_ ._.., e._... ,a. PROt4DE'3YA7ERAGHT JOINTS... a ,,, GONST. 64.84 LF. CF tJl -3.6-,CFS Q1L11-0 4'CFS , g *Z a a ' coNsr. so.s2 l.F. 1 ReP 2000 o Qi8.5 5 Y 2.0.FPS Y -Ot2 FPS PROW OE WATERTIGHT rO1Ni5 Y tkB FPS 24"RCP 2000 D : -MIA$- PROVIDE WATERTIGHT JOINTS Q5.I CFS: ... t COAST. s.7'Lf Q -10.7 CFS ' 24"R P�2000© s i0d- ? - Y =2.9 FPS: { ;. [ .. :.' CQNST.,zlxDB L.F. -- COAST.::16.63 L.F. - - PROVIDE WATERTIGHT JO�S 1 1 RCP 200o D 1e'RCP 2000 D Q �25.2 CFS Yy3.4 FRS , { :. PROM E WATERTIGHT JOINTS ` PROVIDE WATERTIGHT JOINTS Imo` - Q1 2.5 CFS 012:5 CFS l7PS _.: t ll Y 1.9 Fps)- Y 1:4 FPS _ . •- 5, t e � e ; 110, _ 1� 1 , PROFILE 1 1b HORIZ. 1' = 40' I - VERT. 1' 4, .f... POOP- GRADE 1 = - DYER DRAWN .:: _ ,„ -r I ' ° P :NOTE: PORTIONS OF STORM DRAIN OUT�IDE � - m _ OF RIGHT OF WAY TO PE PRIVATELY MgINTAINED } a a 71 E � t 3 1 } a i i € ( ° . e I i § t „ I s a.:5 57 _ _ .1-_.i:... ..4 - E - _ } 1 :1 e p � 3 a ' j �.:. .,,. ....�.. __..._, __.._.m..___:. _.. ..__..... Zb - z o � 9f .CONSTRICT 33.50 L� CONSTRUCT 16.56 L,F..t-.$sv. j < < :.. 18"RCP-20b0 D "'- le RCP-:2060-D- <_ -i4.0 EfS ge-5.3 CFS F i {- �1sa- - _ { �V ZO,4-FPS YMF7.7 FPS _ e. t - i i s e A s - - { a i Y _ .... __ �� c _. __..__ A _ ...t...m_»__...�.......4.....�.L f�/�l� ✓V V®m>..., ���� ✓V• 1 � i � � _..... :..+�,:...�.......«w,...«..;::;:.,.} � } � �- ..�.....r.,�<....��,�...-...,w...a.,....!......,..:::w:L w .,.,....,,:�.�....� �..,..�,.u.,,...1..___:•___�� ��."��"1�"'�3L t1L�i t.. 10 4V o ea 100' Qn,'^^ ( IN FEET) Wit QV' I1ZZ 1 1 inch= 40` IL o D� REVISIONS: PREPARE UNDER SUPERVISION OF: - Aseuar PREPARED BY: ®A WILSON MIKAMI CITY OF LAKE ELSINORE 111�1Y11 pROFESSIOryq ��� t1QA7f11 CORPORATION TRACT3192o-1 RCR EXP 017E VV 3 PETERS CANYON T:949-679-0090 STREET IMPROVEMENT PLANS DDA PHASE A SHHEET h Cp o SCOTT M.WILSON DATEEVIEWED SURE 110 F:949-679-DO91 IQ RCE NO.49884 EXP. 9-30-12 IRJINE,CA 92606 INSPECTO GATE BENCHMARK STORM DRAIN LATERAL PROFILES of No.49884 h z R s 6 * A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RNEfiS10E:BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE E.P.re7�ons * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF•T•INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27' 15 sr crva P THE ST S, PERMIT CAN BE ISSUED. SCALE:AS NOTED EAST OF THE CENTERUNE Of MISSION TRAIL FROM STA. TO STA. �O/nl.Ili Ali S7oGil/�a O MARK APPR. A 9jF Cp`�E�� BASIS OF BEARING: SHEETS Cd2Fu1NWVTT�Y�hAR.v� DESIGNED BY: KAM DRAWN BY: KAM /��i�� CENTERUNE OF CEREAL STREET',BEING N5752'48W,BETWEEN MONUMENTS 3 AND 4, DATE: BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET PAID BTONEMAN STREET W O. FOR: F.B. FILE N0. CHECKED BY: KAM PROJECT MANAGER: SCO1T M.WILSON ATEF ESKANDAR,RCE 63390,INTERIM DIR.OF PUBLIC WORKS DATE AND CEREAL STREET AND CORYDON STREET. ` PAp=, �\', rL�C)�)�) 1r'�F)� TR I r'1rOro/� 4112676 1 / 12 7.4E 1 AD=7267.C1 PA`�-12h7. ;2671 FC 1 67.0 FC 1 67.3 FG 1267.3 F .. " 1266.00 BW 1265 1 65. 61 50 BW 126513 BW 1264:80 B� P� -1�6 A > iz z FIG 11266.7 12sz0 Fc 206.7 FIG - IP1654�FS 1284.04 W a 126 03 FS .�w. a. 10+55.32' m ff+00.00_II 11+50.00 it+71 42 �u 1"i m...,., 12+00.00 "f2+2117 12+46.17.ECR I 1264.0 •> . .� -__ - 1264.90 TG �;;1 f _ 6S. 77 -- �„ 1264.94 TC A T265 37 1265 18 lC 1265.05 TC 1264.88 TC t284.77 fC 1284.62-1'C - .- - �� 1264.85 TC I r^ r!ii Itiii li fiu,yi it u� „lu 8 II III!; 1264.02 u _ T4t4 59, 4 ECR:.. P ooTIC 71 412 ____ _. __ - _ • - 126J,,86 i Ix --, 1� �� j _ 1264�.00� I 13+34,01 G4 ti N 10+71. 0+847 i+22,35 12+OO;OD _____. 8 TC+4Z60 8CR 12446 19 IBCR 1Z5TC 3/126518 TC 1264.B81265.31 C _ - _ B � 1� r a. 0 1265.59 FS a,�"1266.00 FS o, ' 1265.90 FS 1265.488 ice : /: �D �1 __•_ --- - -_- 6 �__ _--- .� - "-�,- 4. �, - -- - -- -� � . 3.94 1 '74 r�lllNV"TO 0266.00 BW 1 64.80 BW -�� � •. ".._'_. �._.. i 7. FIG 126Z 9 BW n 126Z5 FC `' D 1 .0 FG r FIG t\ -------- 1 Z f FC- A__ 1267.2 FG '1 a F 1264.04E I 267.5 FC 1267.1 FC %� I PAD=!267.O r 1 ZO FC 1267A ',' _W PAD=1267, J PA _126 �' >~ CA 55 nb PAD=.1267.7/,'' PAD=1267 4 1fL {~ 1)n \ ORDI FER MEADOW R/W CURB FUTURE 19. PROJECT WALL 5'TO 10' 5'WALKWAY VARIES PROP. 1' 3')D 8'1 1' 4'TO 9' PAD E El ?,! 7' 1' E` 2x y n a �11X o� _ SECTION A-A SCALE: 1"=4' R/W R/W FUTURE PROJECT WALL CURB FUTURE 10' 19• S'WALKWAY 4' PROJECT WALL 18, 8 CURB PROP. 1' 8' 9' _ 5'WALKWAY 4' PAD ELEV p_Op 1' 7' I' PAD ELEV 2x 2% 29 SECTION B-B SECTION D-D SCALE: 1"--4' SCALE: 1"=4' GRAPHIC SCALE sd a lo m w ( IN FEED) 1 inch= 20' tt _ 06 v w /! REVISIONS: PREPARED UNDER SUPERVISION OF: 'ASBUILY PREPARED BY: WILSON MIKAM► CRY OF LAKE ELSINORE pROFESSlO,W //�� - W CORPORATION TRACT=20-1 SHEE7 RCE__ ATE By, EKP D 3 PETERS CANYON T:949-879-009 MEET IMPROVEMENT PLANS DDA PHASE A SCOTT M.WILSON DATE SUITE 110 F:949-879-0091 11 RCE NO.49884 EXP, 9-30-14 IR'ANE,CA 92606 MEADOW OF 8 " INSPECTOR DATE BENCHMA No.aseaa THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE flNERSIDE RK:BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE 'e E.P.oen0n4 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF'Y INTERSECTION OF CORYDON STREET AND MISSION TRAIL, 27' 2,,A ,fj crva �F STATE PERMIT CAN BE ISSUED. SCALE: AS NOTED EAST OF THE CENTERLINE OF MISSION TRAIL, PARKWAY GRADING 9jf O CN`\F BASIS OF BEARING: SHEETS DESIGNED BY: KAM DRAWN BY: KAM Y CENTERLINE OF CEREAL STREET,BEING N5T52'48"W,BETWEEN MONUMENTS 3 AND 4, CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WILSON ATEF� AND RI,RCE 63390,INTERIM DIR.OF PUB1l WORK 'DATE DATE: BEING THE CENTERLINE INTERSECPONS OF CEREAL STREET AND STONEMAN STREET W O. FOR: F.B. FILE NO. AND C R ET AN 0 ON ET. ,-� PAD=1�M7.9 (� PAD-1268.0 J PAD=1268.0 1 'o' 1168.1 6^ _1268.0 FAD=1268.4,26 D =1268.4,2s6.5 FG ,2ss�v�w 7.9 FG 126Z9 FG 126Z9 FG � 1268.5 FG 1268 G 1 8. EG- 1267.9 FG 1268.5 FG 1268.4 FG 1268.2 FG 1268.2 FC�2 'FA _ 8.5 FG 1205 FG 12 F 1268,5 FG - 6, W - R/W CURB 1266.36 BW BW C 1267.21 BW 1267.19 BW 1266.95 BW ---- 1267.DO'HKr 267.00 BW _�► FUTURE;1:266_.55 --- -- -126700 - �,.,�,.,.:;.::T I f_ PROJECT WALL181266 70 BW BW--,��, i A�AX _ _- 5' 5'WALKWAY 8' - -- - = ___ - -, -- --- - - -- .3_.�-.._.-...-._. -- --- - - -= "_ ]51 ..1. ..._.Z,'�_=_. - :-71 LEA - --- -- - �PROP. ----- PA1266. 1266.85 FS } 12660FS 61 r 1765 O6 T!' _ .... '`• �` _. 1,+ OO 12+00 00 I r 50 00 73f 00.00 _ 13+1 ,.,•,. :C 3 a I 0000 5`7/IC . 10i 4 3 00 DCIt 7266 2 "' -- r766 69 7C'; '11�6 33 TC -_ lY9"9A-7C-�- -Y2'65.62, ,C ,,._C - N -._.._ q 126610 7CCo SECTION Q- 6- 0172 01 10r-43:00 HCR ,O r9428___ 11+5000 12i 1700 BCR - 41' 6N 1'TF 27 G' SCALE: 1"=4' i Ar 7 12tC1211-lc'� iH I615 is f703 IC \ C iJGG847C \ ! i3+0300 F,CR 13+5000 1 f9S%75 726631 7C1266 51 IC� /� 66 31 TC ,265.98 TC ,265 6UTURE 266.,4 F . y267 00 FS 126Z19 FS � ,266.48 FS ; 1265.8 FS PROJECT WALL86. r BC} : '}- ---- - - --- ---- --- -- ._.a. - - - -_-- '� PR � I •: _ - -- '`� 5'WALKWAY 4' �.� -- ---- `. ��'"'- -.........�, ...r 1266.24 BW -_ �W m- �Y126Z0 FC' PAS V 9� 1266.49 BW 3 126ZIO BIN t 1266.58 BW { � 1265.73 BW 9 1269.3 FG m 3 126Z29 BW i) --- m m " 1267.6 FG �� � 1zs7s FG ?. 126Z6 FG 1 _."� 126Z6 FG C 1267.0 FG C 1 126 1269.3 FIG ^ .fD`y N ,^�' I PAL)=126 7.15 LIA J PAD=1267,6 � •• �, 2% 2% - PA()=1269.3 r'6, ^ 1zss.3Fc i ( \�� e�„ r�� AU-1267.0 e�0 ` _ SECTION D-D CA SCALE. 1^=4' R/W VILLAGE PARKWAY ,1 FUTURE PROJECT WALL CURB 18' 9' S'WALKWAY 4' PROP. 1' 7' - PAD E V 1264. FGPLAN [-TN PER PLAN v o W Z/t/ \• `c�°� 263.3 M' �qY RETAINING WALL PER SEPERATE i \^._... \ PERMIT 2��6 1 WALL WITHIN R/W ti ppr1 G 126. $ WQ N \ 29 P 1268.7 FG _ 14 i M1 I N o f 64 FS 4'WALL DRAIN 'I 71 I ^./ 3y ^ i y, 18+ ECR \ CONNECT TO STORM DRAIN T /` m , ,26 m TG SECTION E-E N ^ SCALE.• 1^-4' p��vv � ry 1268A FG �� 1268.7 FG y .. ti Iar� I �`� �`�=..•-._`�. A 1268.1 F J� 1 C5 7 D r l G 6' �sd \/.'• I I �I-�jI-/=1267.E pA. - 12674 FG _ / RIW \ � _ 1267:4 FG 126Z4 FG 126Z4 FG 1265.07 BW � � �� I CURB __ 126H.0 FG X PRC A -.-- -- F-^' FUTURE f764'89-BW •��S t --- 1265.50 BW _ 18 1.264.•7 W i � - ��f.. �;...-� i 'i PROJECT WALL \ 9 5 WALKWAY 4 BW �'_ _....--^' " 1' 7' 1' PR .� ,, .. PAD >- - o >+\ I , - " f264 / .,,,../ ����: 126398FS `Ri 1n$� \ FG PER _ -� '" va N � I.• PLAN _7-4t9631 { i/I�G 00 I R i m o ml .-:_---._. . . I �`., G4.� B 1264.2AFG Q 154 27.21 (JJ 0 I S 176530 Tr o c if6ZL�O� 1262.48 TF 3 �1 -'lM� Ttb4611 Si�t 86 fL'R ib r4709 RJR 1Lb^65 IC 4 aIC , r76c 1IC 126Z7 FG _._ BW 1264.51 5+3/00 FCH °, n 9' SECTION 176`7,1 IC %267.0 FIG .,..� �. X.,..d -, ,264 55 1C , IQ _ � 16+5G G6 � i �,�'. � SE F F - ilbs 6b IGT 1161./ IC ibtLl.l$ 12B4.89 ce _ 126b40 FS14 C n} >JAD=1267.3 SCALE: 1"=4' 1267.0 FG 0 ' --.- �-.-�.""__^ �v 165•0 FS '„Ty r.:�..,�..-...-,�... ---'__--'. I I I � `\\ '^.v �I \ 1264.99 BW 1265.50 BW 126Z0 65 126Z0 FG - - \\ }r` 1167.0 FG 126Z0 FG 1265.50 B PAD-=126 7,0 `L,1 \\ 1 \ ^ PAD 7267.0 PAD'-1267.0 C "= .� WN,E GRAPHIC SCALE 20, 0 10 xa 4a eo VILLAGE PARKWAY _j-P"'- ( W FEET) I inch= 20' ft. 006 OV lI/22// REVISIONS: PREPARED UNDER SUPERVISION OF: 'AS BUILT' PREPARED BY: W►LSON MIKAMI CITY OF LAKE ELSINORE _,,,,,, h pt<OFESSIp7 CORPORATION TRACT 31920-1 SHEEr RENEWED BY: DALE 3 PETERS CANYON T.949-679-0090 STREET IMPROVEMENT PLANS MA PHASE A /� • h` �'��. SCOTT M.MALSON DATE SUITE 110 F.949-879-0091 12 RCE NO.49884 EXP. 9-30-14 IRNNE.CA 92606 VILLAGE PKWY OF y No.49884 A INSPECTOR DATE BENCHMARK: c.c,.49884 * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE RNEINDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED POST 72•NORTH OF'T'INTERSEGTKMI OF CORYDON STREET AND MISSION TRAIL 27• 15 PARKWAY GRADING sf ccvT r STATE D NS O CAN BE ISSUED. EAST OF THE CENTERLINE OF MISSION TRAIL. SHEEN o A'e 's 'l BASIS OF REARING DESIGNED BY: KAM DRAWN BY: KAM �P��p �� CENTERLINE OF CEREAL STREET,BEING N52.52'48V.BETWEEN MONUMENTS 3 AND 4, DATE: BEING THE CENTERUNE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET FM O. FOR: F.B. FILE ND. CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WILSON ATEFEH ESKANDAR,RCE�63390,INTERIM D R.OF PUBLIC WORKS DATE AN ET aN N EET. CJ - - - -� --- d = - ------ --------- -------- --- ----- - -- - -------== ---- - - -- --__ 1 I ii I 1267.7 1268.2 X I 1 1 z . 1266.4 � � y 6i ��� x 11 X - 14 - 1 t, l 3 126539 TC 1266.34 TIC 1'1 J.20 TC 1267.81 TO 1268.1 70 1268.31 TC 20 TC Q -- J --_. -.,`-.=--'_ --_-- -7-2-65.85---- -- -.,._-.' ----..- „--.. _.__ _____-. -... � -,_-_, -- 1 --- � 1-1-1A-X, - •� _. m126555 FS (1266.50 ' 1267. FS 36 FS FS - 3 267 �FS �- - .................................. w - -- -- - .8W.-- 1267466 - 8.a ,- 126660BW W L. G7 r i i 1269.0 FG -�------ C? -� j 1270.3 FG 12703 FG 12703 FG 1270.3 FG 1269.9 FG 1268. FG 1269.3 FG 70.6 r�� � 9 FG r�t. 1 9.3 FG I 1269.8 FG 1269.8 FG r �lt,6 1269. - O `x 12 70.-7 �.� ?> r 68. X PAC=1270.3 PAD= 1270. x 1 I ,/ '268.8 j PAD=1268.9 PAC=1269.3 1. x 1268. PAC-1269.8 PAD=12€ rah r r r1 a 1269.1 FG /' j 12 IC}.4 xI I LOT LINE HIDDEN TRAIL FUTURE R/W EXIST. PROJECT WALL 25' 1 CURB 12'HOA LOT I EXISRNG 8' ` PROP. 1' _-, 10' _.1', 5'WALKWAY EXISTING PARKWAY PAD ELEV f 271.4 12716.3 12'6 268.7 x .7 X ; I zz 2X � - - r� 7264, _=_��' �...--•-- x ,� SECTION G G -- -" SCALE 1-a �..�.. �, r._ _. _.__ 126 -A -� 1266.4 r x I'T JlI Q 1 TJ 926784 TC 7.27 IC 1266.67 TC) _r-- 1266.07 TC G 1265.47 TC 1264.89 FS - Q _ -_ - - 1265.13 FS 1268.00 FS 1267.43 FS `.q, 1266.83 FS -- ..__ 12 .23 FS 1265.63 FS __ � �,A s 11� i 12 W (1264.99 tBW -- - - __ - .._.....-_ 1265 23 BW ... 268;10:SW -_ - co _ .a 3:1 MAX 9 O FG ... 1268.8 FG 1269.9 FG 1269.9 FG ---_ 1269 5 FG 1269.2 FG 1169.3 FIR I 1269.0 FG 1268.8 FG 1268.8 FG I 1269.4 FG �. 1269.4 F �i7"",�-1269.E FG _ G 12699 W 9.2 PAD 1269.9 PAC=1269.4 \\\���X I ,' PhD-1268.8 PAD==%269.0 '- GRAPHIC SCALE w o 10 20 BO HIDDEN TRAIL � T,4 FEET T 1 inch= 20 ft. �J/4 ov 1/22 //y - REVISIONS: PREPARE UNDER SUPERVISION OF: "AS PREPARED BY: Al WILS13N MIKAMI CITY OF LAKE ELSINORE ESSI/�� J W CORPORATION TRACT31920-1 SHEET 3 PETERS CANYON T.949-679-0090�Z�' RCE EKP DATE REVEMD BY: STREET IMPROVEMENT PLANS DDA PHASE A 13 l SCOTT M.NLSON DATE SUITE 110 R 949-679-0091 8 RCE NO.49804 EXP. 9-30-14 IRVINE,CA 92606 HIDDEN TRAIL of wsPECTDR DATE eENCHMARK �C No.as/14 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE RIVERSIDE NORTH OF NI ER ECTION ELEV.DON STREET BRASS DISC NI CONCRETE IJ 5 * c.a 09 wL * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF T INTERSECTION OF CORYDON STREET AND MISSKIN TRIG. 27' ✓i c, � �e STATE PERMIT CAN BE ISSUED. SCALE: AS NOTED EAST OF THE CENTERLME OF M6SION IRIIL PARKWAY GRADING - ./rF V1 F BASIS OF BEARING` SHEETS QF Cps\ / / .U � /J�� CEN UNE OF CEREAL STREET,BEING N575f481Y,BEIVEEN MONUMENTS 3 AND 4, _ -DESIGNED BY: KAM DRAWN BY: KAM lll...000..AttNNN CCC i.KKK �+'� BEN c THE cENrERUNE INTERSECTIO OF CEREAL STREET AND ST NEMw STREET CHECKED BY: KAM PROJECT MANAGER: SCOTT M.MALSON ATEFEH ESKANDARI,RCE 63390,INTERIM DIR.OF PUBLIC WORKS DATE DATE: D C AN CORYDON W.O. FOR: F.B. FILE N0. ..� 7D r I. 6 --- -- / / TIC war 20 �.- 1166,89 ��-` 126Z46 FS ,,.-- -167.81 BW-- 70.2 FC '� 1270.4 FIG FS �1.b'3;g0- �,. -�,._..�".:=-..�•--�-�� 126515 FS 1266.47 FS W) "- .- 1165.81 FS " f267.56 B -}- i L Z'1 MAX _ - �^-- �'=:'-'. --sx` - f2B7.15 B ,_-, < 1169.1 FG ".�) l 1268,0 FG //�1 �� _ - f28SJ5BN k_ - - 1266.57BW _-- �� J � �� C7 I \ , 12677FG --- -- 11685FC 126Z8FG _ -------- --- --L1 C� 1269.0FG 1267.E FG 1168.2 FG 168O 1268.5 FG t -rr,rl0 HIDDEN TRAIL LOT .>, -to � _;} I _J_,. LINE rCS R/W EXIST.,� I PROJECT WALL RE 25, CURB `�• C�� r Tr'S r JJ r J 1 YJ J J. I 11 HOA LOT I EXISTING 8 PROP 1' 6' S'WALKWAY EXISTING PARKWAY ,,> '� PAD ELEV FG PER 3 I � C •° PLAN TW PER PLAN RA ?�AM7fS RETAININE WALL .I PER SEP TE ,, 2X I 2X 2% PERMI i - -- „> 4'WALL DRAIN ---- --- ";'=--- -�- -'-•_ �-"'- I CONNECT TO STORM DRAIN T SECTION 1-1 - •�� l.� / CS\ 2 6-1 SCALE- 1•-4, - - - - _-:.....-� �...? ... �- 1-2.7_.............._--.. ---..... .........1.-28...........................................................7..................__......._....--......-----... 129 Lor .Pill s _ __. O LINE 1W EXIST ® - 126Z551C - 128ZJ0 126589TC �� -, TWALL 63L _ 1265.98 TIC - 126502 TC - 1264.61 TC 12 I PROJEC 25 R CURB - - -•T-., " 12'HOA LOT � EXISTING 8' 116Z71 FS 126Z46 FS 126Z05 FS m 1266.47 1266.14 FS 1265.7 FG BEGIN 1165.1 FS -" f26437 FS 1264.65 FS "`1-- •-vj-•-_. PROP. 10' 5'WALKWAY EXISTING PARKWAY - � -1 " - _ _ 12 70 .... .- -- -- --_.,.. -,,, �...•-®... ..� -- -- �.._.. _- -'- _ 64.878 W. ONN 67 PAD ELE 1265.28 11 f26T.'S6BW" VARIES2%MI� - -m -. t /� VARES'2%MTN. TOINL ?.y ?CNN 1:1 MAX �` L lJ ... _... 7:1 MAX - MA'P I 23 1% -------- 1269.7 FG 1269.3 FG 1269.3 FG A9. 1261.1 FG 1189,E FCC 9.6 FC 1269.8 FG 1269.8 FG 126ZOO TW y 11696 FC = 1270.0 FC i 265.0 FG 1289.7�F �"'1 1263.30 IF' t 1269.6 FG (` •WHERE SLOPE IS GREATER TAN 4'HIGH 127.1 F •� 3FG ` 4.8 FG I THIS DIMENSION SHALL BE 2 iC '.' I END.,WALL,1266.80 1 r T ry SECTION J-J .. SCALE: 1"=4' PAD...-1269.7 PAD=1269-J PAD..=1269-5 PAD=1269.6 PAD=1269.8 PAD-1 269.6 0-12 T GRAPHIC SCALE 20' o to m a eo HIDDEN TRAIL PEST) 1 inc-hh= 20' ft. _ V06 6V ti21 i a REVISIONS: PREPARED UNDER SUPERVISION OF: "ASBUILY PREPARED BY: !1 WILSON MIKAM► CRY OF LAKE ELSINORE pROFEss1 /, /� w CORPORATION TRACT=20-1 SHEET RCE EXP DATE STREET IMPROVEMENT PLANS MA PHASE A REVIEWED BY: 3 PETERS CANYON T:949-679-0090 A . o o SCOTT M.WILSON DATE SUITE n0 F:949-679-0091 Y RCE NO.49884 EXP. 9-30-14 IRNNE,CA 9280fi HIDDEN TRAIL OF INSPECTOR DATE BENCHMARK: No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE RIVERSIDE BENCHMARK N0.BM E-0-70.ELEV.1279.829. BRASS DISC IN CONCRETE '�cQ Evp,09/N/14 '1 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF Y'INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27' hA sl cwa p STATE PERMIT AN BE ISSUED. SCALE: AS NOTED EAST OF THE CENTERUNE OF MISSION TRAIL. PARKWAY GRADING DESCRIPTION MARKA�F p BASS OF BEARING: SHEETS A DESIGNED BY: KAM DRAWN BY: KAM O CFU - •��� CENTERLINE OF CEREAL STREET,BEING N6752'48W,BETWEEN MONUMENTS 7 AND 4, CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WILSON ATEFEH ESKANDARI,RCE 63390,INTERIM DIR.OF PUBLIC WORKS DATE DATE: BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET W.O. FOR: F.B. FILE NO. AND CEREAL AND CORYDON STREET. �O .T r r f 4 ^6) C � 28 _F � 126721 lzsao7 rc � 1289.14 TC I 1271.oJ rc _ p 9 2 - �~ 126.5 FG 12Ba23 S 1268.4 1 - 126d52 1266 126a 2G _ 126Y8 1266.70 1F 1271J9 FS .51 F5 265.00 TF - ---- _ -- -y _ - - -- - 1265.8 FG - _ 1T65 fi•681"II 6c( !� ZBB9 TC 1265.68 FS - - =_ _ _---- --- MTp3 _ -✓' _ LUI LOT 126 _ -M�T - 1T72.9 FC 1 7. F 128927l.0 FG ---- z'1_AX _`- LINE __ 1273.39 B 1272:3 FC' lW �D L12'716 267.J0 TF TW END WALL � FUTURE,rri ...v - .%•^� R1W EXIST. PROJECT WALL CURB i9.% yy 1274.J FG 1274.8 7?747gB' Y 25' -`\ 12'HOA LOT I EXISTING 8' 1270.7 F �'/� l__�• � '"T "} -- 81 5 WALKWAY EXISTING PARKWAY _ - `I /•� \\ PROP. 1270.7 FG -� 6 PA 1-1=12�),g l""AD_�,273.4` � ��� 1 76.0 FG � PAD ELEV v FG�� 7}y PER PLAN 1265.DFG PAD 127?.� LJ L t.. U I�AD�126. TW n ^"'• ,� � 1263J0 1F BEGIN WALL q rr�� q 1•• � •3 � RE 2S I 2R N 11AA \T0 1INLET GRAIN I�. 03 PAD. G I..7 -=" N �' _ C/-'^ J.. PER SEPERAIE 21i r, r p _r _ '^� PERMIT PAD::,- C� llrir'1CJ 3 920--1J C� �,�C� � �-' I� 4'WALL DRAIN ,• CONNECT TO STORM DRAIN HIDDEN TRAIL / SECTION I-I SCALE 1"--4' LOT ,�7y . . •y3 �I LINE �• - , �_ _. _ 1 Y?/ PROJECT WALL R CURB p r 1 Jr'lr'1� 1 31 r���-/f 25• 7 y 12'HOA LOT T EXISTING I8' -„� •�� /�/ ---- PROP. 10' 5'WALKWAY EXISTING PARKWAY PAD ELE ..._........_._..._..�.'..""..�. ......._.._.._._........._..�._.....--- o � BAR/FS I I 2% 2% f__ L WHERE SLOPE IS GREATER THAN 4'HIGH G / ) /-•--- THIS DIMENSION SHALL SE 2 ,S �' 1r'7() �....�� �- SECTION K-K SCALE' 1*=4' LOT R/W EXIST. 127a23 TIC 1277.05 TO 127a TC 12101 1C 127a2 ETC I LINE CURB I 25' I 12'HOA LOT I EXISTING 8' 1275.39 (1277.21 FS 127a49 FS '6o C 1279.24 F5 1279.41 FS -, FUTURE 5'WALKWAY EXISTING PARKWAY PROJECT WALL ----� - i275.49 --/ (I .3kr y 127a59 BW" I279.3401 122 .51 B 1279.27 B ----1T SB 1278.49 BW I r --- -- 117874- - - 427938�g /--- --� ----- ----- MPS 2X -- - - - -- --- ------ �-.., ram_ � I -z --- -- emu__ :A,.�� T - 2_ �2 ELE� ti --- PROP. 1 � �- `�\ PAD �.._ 1 \ 1277,8 FG 1T79.0 FIG 1279.E FC 1279.25 k 'S �c ^ - I 7• \\\ II( I I SECTION H-H 1274.8 PAD= PAD 1I77.3 SCALE. 1"-4' PAD=1275.5 72763 IPA = . _ r r 7 AD=� (7'7 8 J \ \. \\1 �\ GRAPHIC SCALE I sa• o ,9 m a HIDDEN TRAIL IN FEET 1 inch= 20' l9. 140 Q Ov 1/ 1 1- a REVISIONS: PREPARED -UNNDEER_ SUPERVISION OF: / 'AS BUILT" PREPA BY: WIL-90N MIKAMI CRY OF LAKE ELSINORE �g ppOFESSIp a5! =��LG(G- !�T?l�� RCE EXP DATE CORPORATION TRACT31B20 t SHEET SCOTT M.WILSON DATE REVIEWED BY: 3 PSUIETER CANYON CANYON F:949-679-00910 BEET IMPROVEMENT PLANS MA PHASE A r8 a RCE NO.49884 EXP. 9-30-14 IRWNE,CA 92606 HIDDEN TRAIL OF �+ H No.49884 A INSPECTOR DATE BENCHMARK: Ygi THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RNERSIOE BENCHMARK N0.�A E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE ExP'%LNL 4 *' APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED POST 72•NORTH OF T INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27• PARKWAY GRADING sl Cl- \� STATE D ERMIT CAN BE ISSUED. EAST OF THE CENTERLINE of M ION TRAIL. y •OJT• u BASIS OF BEARING: SHEETS DESIGNED BY: KAM DRAWN BY: KAM Cp111 ��J�. �����7 CENTERLINE OF CEREAL STREET,BEING N5?42.48Y1.BETWEEN MONUMENTS 3 AND 4, DATE: BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET W.O. FOR: F.B. FILE NO. CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WLSON ATEFEH ESKANDARI, CE 63390,INTERIM DIR,OF PUBLIC WORKS DATE E N E