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HomeMy WebLinkAboutSummerly 31920-1 DDA Phase F AsBuilts 16-278 eng-2017-00440 STREET IMPROVEMENT PLANS LEGEND OF ABBREVIATIONS AND SYMBOLS 2 pRNE FOR T.C. TOP OF CURB H HEIGHT �.. 700 -.- EXIST. CONTOUR SUMMERLY DEVELOPMENT - DDA PHASE F F.L GR40ENEEAK N.T. NOT SCALE G.B. FLOW LI BREAK ----TOO---- PROP•CONTOUR R.G. ROUGH GRADE C.B. CATCH BASIN - - - RIGHT OF WAY 29 SHEET FLOW RATE IAKESHORE ON ROAD TRACT NO. 31920-1 ES KNISH SURFACE A.C. ASPHALTIC CONCRETE J GRADED SWALE DRIVE TAN. INVERT OF PIPE A.B.. AGGREGATE BASE HEMLOCK STREET V.C. VERTICAL CURVE C.F. CURB FACE Y+ _ CENTERLINE y� is CITY OF LAKE ELSINORE 8N..C. BEGIN VERTICAL CURVE CSP CORRUGATED STEEL PIPE - SWALE HIGH POINT 2 E.V.C. END VERTICAL CURVE CONIC. CONCRETE -"'- FIRE HYDRANT Mq(gCA RpP9 c COUNTY OF RIVERSIDE C.Y. CUBIC YARDS A FIRE HYDRANT oPo� B.C. BEGIN CURVE 7F--o STREET LIGHT STATE OF CALIFORNIA E.C. END CURVE ELEV/EL ELEVATION WATER METER _ ®Fi MIN. MINIMUM �, CATCH BASIN&LOCAL DEPRESSION r ! P.C.0 POINT OF COMPOUND CURVE «- M1 P.R.C. POINT OF REVERSE CURVE MAX. MAXIMUM EXISTING EDGE Of PAVEMENT R.C.P. REINFORCED CONC.PIPE OLIVE ST. P.I. POINT OF INTERSECTION - _ TYP' TYPICALP. EDGE OF PAVEMENT E. CONSTRUCT AC OVER AB LP. LOW POINT x�za5 EXfSTINC SPOT ELEVATION H.P. HIGH POINT SO STORM DRAIN B.C.R. BEGIN CURB RETURN DW DOMESTIC WATER ��� REMOVE AC PAVEMENT AND 34SE E.C.R. END CURB RETURN LEMON STREET - SS SANITARY SEWER ? -- _ MAV.C. MIDDLE OF VERTICAL CURVE RW RECLAIMED WAIFR -------- TRAFFIC SIGNAL CONDUIT / (t CENTERLINE I PROJECT O.C. ON CURB — SFE PTN. PORTION BLVD. BOULEVARD VICINITY MAPOAD AVE.AV W WIDTH RD. AVENUE ST. STREET NOT TO SCALE _ Z L LENGTH DR. DRIVE `��S i r/ J.S. JUNCTION STRUCTURE GENERAL NOTES G M.H. MANHOLE RAW RIGHT-OF-WAY > /\ i Y 1. NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE �<,�. "/' INDEX OF SHEETS ACCURACY OR COMPLETENESS Of THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT THE CONTRACTOR IS REQUIRED TO TAKE ALL •'"`" 9TFEE�, FLAN DESORPTION DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES i €AHEET ' OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY �� i - l 1 TITLE SHEEP DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE S477SFAC77ON OF THE GOVERNING AGENCY BY THE - '% ` 2 STREET SECTIONS, DETAILS &CONSTRUCTION NOTES CONTRACTOR AT HIS EXPENSE. - 3 SUMMERLY PLACE STA. 10+64.61 TO 17+64.21 2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS,STANDARD - �� - - / 4 SUMMERLY PLACE LOOP STA. 10+00.00 TO 20+38.97 SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE IT IS THE CONTRACTOR'S RESPONSIBILITYTO BE '- -- _ 5 VILLAGE PARKWAY STA. 10+00.00 TO 16+00.00 FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. / i g VILLAGE PARKWAY STA. 16+OO.DO TO 22+36.40 HOURS AND J. THE CONTRACTOR SHALL N077FY THE CITY 6NIGINEERS INSPECTOR PRIOR T THE HOURS OF 9WO A.M.CAL 4OR:00 INS C71ON T(909�FRI312DAY. \ � 1 rHl�. _JV/� � �� �� �' .-. 8 STORM GDRAN STRIPING PLAN PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(909}674-3124 EXT.247 � // - �� LINE "CC"LATERALS ~ r J . 9 SUMMERLY PLACE-PARKWAY GRADING 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS - `.J�t - lei.. _ 1 tp VILLAGE PARKWAY-PARKWAY GRADING TRAFFIC MANUAL AND WA.TC.H. MANUAL AT ALL TIMES DURING CONSTRUCTION AS -- _ APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL - _ 1 DIAMOND DRIVE-PARKWAY GRADING REQUIRE IMMEDIATE WORK STOPPAGE. TRACT 31920-21 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE ��'` -- x REPRESENTATIVE AT THE JOB SITE AT ALL 71MES DURING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONIImCTOR TO ARWWGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT 1-800-227-2600 AT LAST 48 HOURS PRIOR TO BEGINNING WORK. - 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST A INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING AcY 3i9z -A OF CONSTRUCTION. ;' ' Q�O ��,-� /�✓ 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING - 7 Q-i, ' THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS,AND DRAINAGE FACILITIES. {°� • � I .7K' i -� TRACT BOUNDARY 9. ALL STREET SECTIONS ARE TENTATIVE ADDMONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SEC71ON THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY. Q 12 1 CF 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED ANDnED PRIOR TO SHALL BE NO FIEDNOFVANYY NECESSARY REVISIONSUER TO THE APPROVED THE ENGIEPLANS. TIECORD THE REVISIONS SHALL BE ENGINEER'S NOTICE' IN THE FORM OF"AS-BUILT`PLAN SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIORTO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND , i ry-c, �0, 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION EXTENT, THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE J IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE LEGEND SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF �GIYD QROfESSLONq CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF p l THE PROJECT BEFORE ACCEPTANCE IS GRANTED. UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON �•Goaa�Fc� PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARbWCE WITH REPORTED OR 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE = _ =STREET IMPROVEMENT SHEETS , WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF S41D PERMIT, THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES, COMPACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CERTIFICATE OF SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S •;���•' * No.33037 * s INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES - - ® =STORM DRAIN IMPROVEMENT SHEETS 'rl CIViV' PAP MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONCERNED BEFORE STARTING WORK _ 4JF0F GAl.AF00 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 CITY OF LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL INDEX MAP LAKE ELSINORE STANDARDS No.502&FOR RESIDENTIAL STREETS SHALL CONFORM TO CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY CITY OF LAKE ELSINORE STANDARD No.501. THE PREPARER OF THESE PLANS. SCALE: 1"=400' THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF LKett- a ENGINEER'S NOTICES ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING.ASBESTOS ✓'1 T-Y1 DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. SOILS ENGINEER: OWNER: —L9/ CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE G3SOILWORKS, INC. McMILLIN SUMMERLY, LLCI COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR 350 FISCHER AVENUE 2750 WOMBLE ROAD, SUITE 200 5Co2o Fri qr5 . ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS COSTA MESA, CA 92626 SAN DIEGO, CA 92106 0. At cy CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH / C !Z (714) 688-5600 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL T..- (619) 794-1252 WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. F.- (619)336-3010 I THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR CONTRACTORS SWILL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR WWWG3SOILWORKS.COM WDID 8 33C35$736 ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT TO BIDDING FOR CONSTRUCTION. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE IjIJ f) 8V .3/.Z41/16 OWNER OR ENGINEER. REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CRY OF LAKE ELSINORE 9 CORPORATE PARK, SUITE 100 I PROF ESSIOkp� 3// WILSON MIKAMI IRVINE, CA 92606 TRACT NO.31920-1 SHEET ""' lA-800'-227-2600 SCOTT M.PALSON DATE ' CORPORATION STREET UMVELEN'PLANS DDA PHASE F RCE NO.49884 EXP. 9-30-16 T: 949-679-0090OF L OLL FREE W m �-r� c y No 49884: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK: TI I LEE�A SCALE: AS NOTEDEAsr Two BAvs I - E, o�i3o 1 * APPROPRIATE ONDI NS OF DEVELOPMENT AND/OR CITY AND BEFORE YOU DIG - - S ° �,� Q STATE LA - BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS n lq� DISC IN CONCRETE POST MISSION NORTH . 7' INTERSECTION E UHOFRGROUND SfRNCE NERf OF SOUTHERN GUf9RNM 0 6 ° 0 DESIGNED BY: WMC DRAWN BY: WMC f OI CA�A`'� DATE: Z /` pg7E; CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE W.O.mVER.LoQI , W701.INTERIM CITY ENGINEER EXP.b• •/a OF MISSION TRAIL. OR: F.B. ILE N0 "i. CHECKED BY: MN PROJECT MANAGER: SCOTT M.IMLSON 3/--/ O .B. . WEST EAST R/W Al A ** 0 R/W ESTWTE OF,�"� R/W R/W f 70' ,R.O.W) —^-% CL i CONSTRUCT TYPE A-8 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO 201. 1 LF. 17' ALLOWED 17' RAy RAy �_-��� i 16' 112' (R.O.W) 16' YARIESI YA IE 18' 18' YA '7 YARIES V WIDE 70' R.O.W) V WIDE 2 CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200. 4,845)LF. LANDSCAPE NO PARKA ALLOWED LANDSCAPE LANDSCAPE SVY PW PW SW LANDSCAPE HOAVAOT t 5'VARIE PARKING ALLOWED VARIES y I OA LOT �.f i6' 33' 7' 7' 33' i6' AREA AREA �3o-��--CONSTRUCT TYPE D CURB PER COUNTY Of RIVERSIDE STD.NO 204 750 I_F. MAINTAINED MAINTAINED O-- DNSTRUCT 4°A.C.PG 64-10(GREENBOOK SPEC 203-6)OVER 4'A.B. CRUSHED A9GREGATE BASF 17,300 S.F. BY H.O.A. MEDIAN BY H.O.A. MAINTAINED! i MAINTAINED LANDSCAPE S PW PW SW LANDSCAPE 5' 6' 13' 14' 14' 13' 6' BY H.O.A.i I BY H.O.A. AREA AREA i BIKE LANE LANE LANE LANE BIKE I MAINTAINED I I MANIAINED 55 CONSTRUCT SIDEWALK ACCESS RAMP PER DETAIL ON SHEET 2 3 LAN LAN I 2%MIN. 0.02'TYP. 2%MIN. % BY H.O.A. BY H.O.A. i i # 2 2 2% - i 2%MIN. 2%MIN. O7 -CONSTRUCT CROSS GUTTER PER RNERSiDE COUNTY STD.N0.209 5,430� S.F. 0.78'TYP. i OS'WIDE MEANDERING 5'WIDE SIDEWALK( 2 0. P. . >11,- MPS' SIDEWALK 6'TYPE A-F CURB& 2 2% O `J CONSTRUCT SIDEWALK(MOTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 �22,730 S.F. 2$ 2% 2%0 TY 5'WIDE MEANDERING 8 ____ 'l 6" TYPE A 6 CUqRB& GUTTER PER COON OFO2 8O5'WIDE MEANDERING - SIDEWALK CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 214B,AND DETAIL ON SHEET 3 20 EA ?% ?% *GUTTER PER OgNTY OF RIVERSIDE STD. 200 �.." H SIDEWALK 6" TYPE PA CURg& ®s DE i 17 3.5"A.C. PG 64-10(GREENBOOK SPEC 203-6) 6" TYPE A-6 CURB&- GUTTER PER COUNTY OFO f0 SAWCUT AND JOIN EXISTING PAVEMENT PER DETAIL ON SHEEP 2 2 EA OVER 4" A.B.CRUSHED AGGREGATE BASE 2OCUTTER PER COUNTY OF RIVERSIDE SD. 2 0 71 SAWCUT AND REMOVE EXISTING AC CURB 231T LF. (GREEN OOK PEC 200-2.2 TO BE DETERMINED RIVERSIDE STD. 200 17 3.5"A.C.PG 64-10(GREENBOOK SPEC 203-6) ILS GIN R """>, OVER 4" A.B. CRUSHED AGGREGATE BASE 12 CONSTRUCT TEMPORARY 94RRUDE ON SKIDS 9�EA, 1 y�$UMMERLY PLACE STA 10+31.77 TO STA 12+94.4� (GREEN BOOK SPEC 200-2.2)TO BE DETERMINED 13 REMOVE BARRICADE FA f *NOTE SIDEWALKS ADJACENT TO TRACT BY SOILS ENGINEER WESTERLY SIDEWALK CONS7RUC71ON ONLY SUMMERLY PLACE T.I.=S 31920-21 ARE SHOWN FOR REFERENCE ONLY. &-:--CONSTRUCT STREET LIGHT PER CRY OF LAKE ELSINORE SID.501 (9,500 LUMENS) 1J EA. DIAMOND DRIVE THEY WILL BE CONSTRUCTED PER SEPARATE T.I.=5 STREET LIGHT LOCATION PER DETAIL ON SHEET 2. N.TS. DESIGN SPEED=30 MPHd PLAN AFTER THIS TRACT HAS BEEN ROUGH VILLAGE PARKWAY j N.T.S. a,.Ww' GRADED Y 15 COT MEDIAN TAPER PER CITY OF LAKE ELSINORE STD. 127(TRANSITION LENGTH PEA PUN) 1 EA• N.rs. DESIGN$PEED=�MPH / �- **NOTE: RIGHT OF WAY AND STREET CROSS / 16 NOT USED �f_ N/A R , ^ Qi Ck R/W SECTION VARIES FROM STA. 12+46.66 TO STA. •_".� 17 CT 3.5'A.C.PG 64-10(GREENBOOK SPEC 203-6)OVER 4'A.B.CRUSHED AGGREGATE BASE t 86,560)S.F. Q12+94.49 a--., 82' .O.W.)*** r, \�""••�..�^"^�, (GREENBOOK SPEC 200-2.2)PER GEOTECHNICAL ENGINEER'S RECOMMENDAtIONS �•.o._,r € 18, N ALLOWED 18, \� � 18 INSTALL IRRIGATION SLEEVING PER SEPARATE PUN(SLEEVE TO EXTEND 3'PAST SIDEWALK) N/A v VARIES-5�rARIES 18' 10"' 18, VARIES5'"'VARIES R/W R/W R/W 0 19 CONSTRUCT 6"TO a ASPHALT CONCRETE CURB TRANSITION PER CITY OF LAKE ELSINORE STD.NO 207 90 L.F. SW PW 6' 12' M D. 12' 6' PW SW 72' (R.0.W) Ir_ 60' (R.O.W.) _ 4 20 INSTALL 3"(MIN.)GALVANIZED RIGID STEEL CONDUIT PER STATE STD.SPECIFICATIONS FOR TRAFFIC SIGNAL - LF. BIKE LANE 5• LANE BIKE I PARKING ALLOWED 18' I PARKING ALLOWED C P.U.E 0-INSTALL 5"TRAFFIC SIGNAL PULLBOX - EA i LAN 5,_ LAN i I 18, 18, 18, 8' S' 5' I 18, 18, 18' 6'I PROJECT 27 MIN. 2%MIN. PROJECT LANDSCAPE PW SW (LANDSCAPE LANDSCAPE SW 22 FUTURE SIDEWALK PER SEPARATE PLAN N/A WALL 0.48'ttP. WALL AREA AREA AREA PAD 2% _ 2 PAD MAINTAINED I MAINTAINED I MAINTAINED I 23 CONSTRUCT 6`ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STD.NO 207 85 L.F. * 2 29 i BY H.O.A. i BY H.O.A. I BY H.O.A. I 24 CONSTRUCT RETAINING WALL TYPE I PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD 760 LF. ©SIDEWALKMEANDERING _- 5'WIDE SIDEWALK® PROJECT F.S. ELEV. PROJECT— F.S.ELEV. 25 SAWCUT AND REMOVE EXISTING SIDEWALK S.F. ggpp' TYPE A-8 CURB 2%MIN. O RIVE COUNDE TY F#2p1&GUTTER RVERS DEN STD F 2p1&GUTTER 1 PA 2$ 0.0'TYP. PER PUN 0. P. PER PUN 1 / 18 EA O 2 2%, 2% 2 2'1 MAX PAD P D 2$ 2% 2%I 26 CONSTRUCT DRIVEWAY APPR04CH PER COUNTY OF RIVERSIDE STD.NO.207. WIDTH PER PLAN 04 4" A.C.PG 64-10(GREENBOOK SPEC 203-6)O 4O 4"A.C. PG 64-10(GREENBOOK SPEC 203-6) 5'WIDE SIDEWALK® 6'WIDE SIDEWALK® 27 INSTALL r(MIN.)GALVANIZED RIGID STEEL CONDUIT PER STATE STD.SPECS FOR TRAFFIC INTERCONNECT L.F. T TYPE D CURB 6" TYPE A-6 URB& 6"TYPE A CURB& 6" TYPE A-6 CURB& G6'TYPE A-6 CURB& (GREEN BOOK SPEC 200OVER 4! A.B.CRUSHED A 2G2)CTO EBE BASE OETERMINED PER COUNTYSTD F#2 (GREEN"BOOK SPECH2O0ED A 2G2)TO AGGREGATE BASE *RNERSIDEESTD�200 OF RNERSIDEESTD oz 0 OFO GUTTER PER COUNTY OF RNERSIDEESTD* 200 OFO 28 CONSTRUCT 4"THICK MEDIAN CONCRETE DAVIS COLORS P'10MlNO;{5447 380 S.F. RIVERSIDE STD. 200 9 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER COLT*.Sr OF RIVERSIDE SID.NO.310 1 EA BY SOILS ENGINEER BY SOILS ENGINEER 3.5" A.C. PG 64-10(GREENBOOK SPEC 203-6 17 3.5" A.C.PG 64-10(GREENBOOK SPEC 203-6 17 ! /-� .a_•.y""�'�"'•.101' 10__�-'""'�. •��+- �� �„�'"''+'"' AlSUMMERLY PLACE STA 12+94.49 TO STA 20+38.97 OVER 4"A.B.CRUSHED AGGREGATE BASE OVER 4" A.B.CRUSHED AGGREGATE BASE g 30 CO SIR T ACCESS RAMP PER RNERSIOF COUNTY STD.NO.403,Xs AND PER PLAN. 2 EA 1 (GREEN BOOK SPEC 200-2.2)TO (GREEN BOOK SPEC 200-2.2)TO BE DETERMINED SUMMERLY PLACE T.I.=7 *NOTE SIDEWALKS ADJACENT TO TRACT BY SOILS E E �" BY SOILS ENGINEER 31920-21 ARE SHOWN FOR REFERENCE ONLY. Y PLACE LOOP STA fO+00.00 TO STA 13+65.96 N.T.S. DESIGN SPEED=35 MPH THEY WILL BE CONSTRUCTED PER SEPARATE PUN AFTER THIS TRACT HAS BEEN ROUGH SUMMERLY PUCE LOOP STA 16+91.96 70 STA 20+80.13 SUMMERLY PUCE LOOP STA 14+61.96 70 STA 15+95.96 51 CONSTRUCT le RCP(D-PEA PROFILE)&BEDDING PER RCFC&WCD SID.NO.W75 507 389- 'F. GRADED SUMMERLY PLACE LOOP T.1.-_5 T.l.-5 SUMMERLY PLACE LOOP _ s2 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD SID.No.CBIOO ( 5 4- EA **NOTE 2 FT MEDIAN FOR LEFT TURN POCKETS MARKED'NO DUMPING,DRAINS TO LAKE'WITH DAS MANUFACTURING a Q { N.T.S. DESIGN SPEID=30 MPH N.T.S. DESIGN SPEED=30 MPH 3"x 5 1/4'DURACAST STORM DRAIN MARKER l� } ***NOTE RIGHT OF WAY AND STREET CROSS �„�„��,,,_ �_„"•.� �.,..,r�`-"� 53 CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD.NO.MH251 k 2--i-- EA ,1 ? SECTION VARIES FROM STA. 12+94.49 TO EXISTING PAVEMENT -, NEW PAVEMENT SIDEWALK PER STA. 13+36.55 PLAN 54 REMOVE PLUG AND JOIN EXISTING 4"Sit. CURB AND GUTTE io CURB AND GUTTER 55 CONSTRUCT CATCH BASIN CORE PER DETAIL ON SHEET 2 3 fil 5'OF VARIABLE i' RAMP �I----F-�I n PROPERLY LINE PER PLAN 56 CONSTRUCT 4'PW, LPF (50 ILL CONSTRUCT ACCESS RAMP PER CITY OF LACE ELSNORE ( 57 CONSTRUCT 12"PVC PIPE L- ."f5_.`�CF. F DEPTH COLD PLANE MIN. D STD. NO.2148 AND DIMENSIONS PER THIS DETAIL AND OVERLAY EXISTING EDGE OF PAVEMENT E INSTALL CONCRETE BULKHEAD PER RCFC&WCD STD.N0.M816 1 EA. 9 G DETAIL HEREON PER if ' ' R EST�IIATE(7F 0.10'MIN z O - O+ �� 10 It NOT USED - LF. ma g w } O PAINT 8°SOLID WHITE CHANNELIZING LANE PER CALTRANS STD.PLANS,PLAN NO.A20D,DETAIL 38. LF. 7 LEAVE EXIST BASE ~a o w SIDEWALK PER €: w O _ 10 PAINT 6'SOLID WHITE BIKE LANE LINE PER CALTRANS SID.PLANS,PLAN NO.A20D,DETAIL 39. �1,410 F. (UPON APPROVAL OF INSPECTOR) o _ _ O+ PLAN 10 THERMOPLASTIC"STOP'PAVEMENT LEGEND PER CALIRANS SID,PLANS,PLAN NO.A24D Q1 8 VA ROSSWALK 10S--INSTALL SIGN PER CALRRANS STD.AS NOTED ON PLAN 14 'EA I SAWCUT AND JOIN DETAIL PLAN G 7� NOT USED - N.T.S. 70 NOT USED - L.F. MIN. MAX. TRUNCATED DOME DETAIL ®®—NOT usEO - THERMOPLASTIC TYPE IV ARROW PER CALTRANS SID.PLANS,PLAN'0 A24A 2 EA.R/W STREET LIGHT STANDARD D 1 5/8" 2 3/8" 11 PAINT DOUBLE YELLOW STRIPE PER CALTRANS SID.PLANS PLAN NO.A204,DETAIL 22. 1,190 LF. E 5/8" 1 1/2" —{ F 11 NOT USED '-9" PAINT'BIKE LANE'PAVEMENT LEGEND PER CALTRANS STD. PLANS,PLAN NO.A24D 1 EA. SIDEWALK(TYR) F 7/16" 3/4" �y NOTE: DIMENSIONS X=6'-8"AND Y=8'MIN. UNLESS OTHERWISE SHOWN ON PLAN o--pAIM 6'DASHED WHITE BIKE LANE LANE PER CALTRANS S'R1.PLANS,PLAN N0.A200,DETAIL 39A I�i„77�LF. 2�� _ CURB FACE G 7/8„ 1 7/16" ACCESS RAMP DETAIL* 0 11 a-NOT USED - LF G N.T.S. ®m..,\� ®7 —INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE SID.NO.4004,4008,AND 402 /-4, EA. NOTES: ,,f"""`'� PAINT BIKE LANE ARROW PER CALTRANS STD. PUNS,PLAN NO.A24A 1 4 9 EA. ::. PLACE TRUNCATED DOME DETECTABLE ELEVATION 1 A 3/4' IN 12' BORDER STREET LIGHT LOCATION WARNING TEXTURE IN THE LOWER 24" OF =1; 11 PROTECT AST( 1 SIGN OR STRIPING ;♦; *. if THERMOPLASTIC 12"OMIT LANE PER CALTRANS STD.PLANS,PLAN NO.A24EOLF. FITS 14 THE THROAT OF THE RAMP ONLY. ARRANGE DOMES USING IN-LINE PATTERN SCORE MARKS TO BE in ONLY AS SHOWN. COLOR OF TEXTURE ALIGNED WITH LIMITS - ,„ 1/4' 12 INSTALL TYPE D TOW-AWAY YELLOW RETRO-REFLECAVE MARKER ALONG THE RAISED MEDIAN 745 LF Q (COATING) SHALL BE SAFETY YELLOW IN OF RAMP COMPLIANCE WITH ADA SPECIFICATIONS. t ♦' 12 NO PARKING.PAINT CU R 800 L� 7' RESIDENTIAL �"" s 2' COMMERCIAL ~GROOVING DETAIL LENGTH PER PLAN £ TRUNCATED DOME DETAIL 0'CF � O"CF oso" .012" 51" EVMWD STD. WLOCATION SIDEWALK(TYP.) 6 CFT N.T.S. 6'CURB ONLY 'I F'— _2' 2' 2' L- 3'� 4'MIN. r3 •, r. 6"CF -�— 900^ EXISTING PAVEMENT I " p% CURB FACE I .400" 2.09 _ �OfM.111 _. .200 G% 50% 0 0" 6"C&G DETECTABLE WARNING SURFACE ° .: °. '6' ..- 88.33% 4' QOGotl aNAT<"y�, COLD PLANE PER LIP N.T.S. DAD PELO_W DETECTABLE WARNING w 2.0' w oc 4' m DETAIL HEREON REMOVE AND REPLACE NOTES: (FOR HANDICAP RAMPS HEREON) REMOVE AND REPLACE SURFACE z COLD PLANE � EXISTING AC OVER AB A-HANDICAP RAMP SHALL CONFORM TO TIRE 24 EXISTING AC OVER AB OLIO' MIN. SAW CUT LINE z FIRE HYDRANT LOCATION No.33037^* STANDARDS-STATE OF CALIFORNIA,A.D.A. REQUIREMENTS, 0 3 FS NEW y SIDEWALK ACCESS RAMPn SECTION A-A AC PAVEMENT N.T.S. \ 4c AND COUNTY OF RIVERSIDE SID 403. " A e-ACCESS RAMP SHALL BE CONSTRUCTED OF FS EXISTING TF0 1 A 4'THICK P.C.C. AC PAVEMENT C-CONST. WEAKENED PLANE JOINTS 1"DEEP WITH N.T.S. 1 TOP Of CATCH BASIN /y-�/ - � 1/a°RADIUS EDGES. EPDXY GROUT® D-ON THE LEVEL SURFACE AT THE TOP OF THE \ , w ` G�gtV�QGr� ��* RAMP CONST.A BORDER 12" WIDE OF 1/4" WIDE X 1/4" �A \ SIDEWALK ACCESS RAMP JOIN TO ENSURE --s 1. .1 �'w DEEP GROOVES 3/4"APART, PER GROOVING DETAIL HEREON. I-1( ( 11= (= ; WATER TIGHTNESS 7y b( E-AT THE BOTTOM OF THE RAMP CONST.A 0"C.F. ~ NDi TO SCALE F THE SLOPE OF THE CENTRAL PORTION OF THE RAMP COLD PLANE DETAIL SHALL NOT 5,=THAN 8.33% UO (SV /6 18' �„` ,,,,� �.,,,,,,,�•,,, ��,,,�� .. F PLAN D n REVISIONS: PREP UNDER SUPS VISION OF: PREPARED BY: C((Y *, 9 CORPORATE PARK, SUITE 100 2" F- PVC PER PUN - QROFESSIO/Ip/ .3 1{� WILSON MIKAMf IRVINE, CA 9i606 TRACT W.30�1 SHEET SCOTT M.WILSON DATE CORPORATION STREET UPROVEUIE:NT PLAWg MA PHASE F RCE NO.49884 EXP. 9-30-18 T: 949-679-609O 2A No.499884 z* APPROPRIATE ATT CONDITIONS OF DSE PLANS HAVE BEEN E EOLOPMENT AND/OR FOR ECITY AND NTH SCALE: AS NOTED BENCHMARK: MEETA1�v�7GVTITV/IyN��,�D/�E^}T�AILS, of c`P'�� a STATE AWS, ND A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS COIN 1 ION NOTES ES sl cwa �P DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF w PVC CONNECTION TO CATCH BASIN �z���13 h� DESIGNED BY: WMC DRAWN BY: NMC SITE 0 CASE DATE: 4'12' DATE. CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE SMEETS CHECKED BY: MN PROJECT MANAGER: SCOTT M.VALSON BRAD FAGRELL R.C.E 43920 CITY ENGINEER EXP.06-30-19 OF MISSION TRAIL W.O. FOR: F.B. FILE NO. :.... : : E - 6- - ...... _. .... ...._ .... w ...:. ...... ........ # .. . ........... �W rttf-d-ft --T T-----1.........t. _ 1- .:: .................... a ........... N � .. - + o a , t F t L520, MV6 .: MA lic4 _ -I--r- �- ' _ _ - - -- .�... 11 12 13 14 15 16 17 1t3 nE CONSTRUCT TYPE A-8 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO 201. to---CONSTRUCT TIDE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200. �'-CONSTRUCT TYPE D CURB PER COUNTY OF RIVERSIDE STD. NO 204. Y'LACE.OND RIVE I -CONSTRUCT 4"A.C.PG 64-10(GREENBOOK SPEC 203-6)OVER 4-A.B.CRUSHED AGGREGATE BASE 'I A I (GREENBOOK SPEC 200-2.2)PER GEOTECHMCAL ENGINEER'S RECOMMENDATIONS r) �- -r r- "�'- i( ,�I, , 7 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD.NO.209 t-!-7 � � � CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 21 D DETAIL ON SHEET 3 u........ -t_, , TRUCT ACCESS RAMP PER C/IY OF LAKE ELSINORE STD. NO 48,AN CONSa SAWCUT AND JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 2 O .._ N _ SAWCUT AND REMOVE EXISTING AC CURB 0 ! _ _ ....... .. .-_ .. _ -- \ o--CONSTRUCT TEMPORARY BARRICADE ON SKIDS ..... ....... .__......._ - ...... � is 1 - _ 22 ........i\ ., ....g i g PER RATE PLAN - h a 12 1�-REMOVE BARRICADE Uz - - - 1 } - 3• --j 14 CONSTRUCT STREET LIGHDi T PER CITY OF LAKE ELSINORE STD.501 (9,500 LUMENS) - ;,� ---- --^t_- - .. -._ - 18 y l/ STREET LIGHT LOCATION PER DETAIL ON SHEET 2 - - CONSTRUCT MEDIAN TAPER PER CITY OF LAKE ELSINORE STD.<127(TRANSITON LENGTH PER PLAN) �JI - • ( - T6 FUTURE CURB RETURN PER SEPARATE PLAN a� < '; > i P �'''�' 1 1 0--CONSTRUCT 35"A.C. PG 64-10(GREENBOOK SPEC 203-6)OVER 4'A.B. CRUSHED AGGREGATE BASE ' ��� i •, „ .:-...;' x ,t- - ym -,_ - - (GREENBOOK SPEC 200-2.2)PER GEOIECHNICAL ENGINEERS RECOMMENDATIONS I INSTALL IRRIGATION SLEEVMIG PER SEPARATE PLAN(SLEEVE TO EXTEND 3'PAST SIDEWALK) W „......... -.<- - - `'- (.6 -- CONSTRUCT C TO 8'ASPHALT CONCRETE CURB TRANSITION PER CITY OF LAKE ELSINORE STD. NO 207 -i x 11 19 r.N -- z -- z ,13 22 FUTURE SIDEWALK PER SEPARATE PLAN j 7 0 12 18 r e in e Z r r)I\ r f y_I.1, _ I 28 CONSTRUCT 4'THICK MEDIAN CONCRETE DAMS COLORS PALOMINO 15447 li+ 5 PAD=,268,7 + I W au > r1� 1 -1�J�JJ�J (� o PAD=1259.9 �v I i I n v ry g CURVE TABLE d I A `? I ? z rn•-m 1 S CURVE LENGTH RADIUS DELTA TANGENT "a �o dW +w nW ,<,' 14 "�' 60'TRANS ON a' + ,o _ CI 41.34 25.00 094'44'00 2Z16 A I ' in �? A, C2 3Z33 25.00 08533'1 23.13 / AI 46- 45 44 15 d.7 1 42 41 40 d '+ A I, i- G 15.71 5.00 180'00'00" INFINITY / T PAQ=1289.5 PAD'-1269.8 PAD'-127d,D PAD=;27d.3 I PAD=1270.5 PAD-127d.5 PAD-1270`& I c4 3.to 7.oD 180'00' INFNITY l or As'5 l A 0.1 Wl FLO y C5 54.98 355 09000'00^ 35.00 tJu 1� PER SEPARATE PLAN DIAMOND DRIVE Qj C7 43.677 25.00 100'04'36' 29.83 SUMMERLY PLACE oQRoeessloNq� ca 3 �25 00�0611845 21a7 GRAPHIC SCALE h�e4.O,Gotloa fy/ w o w w w iw * No.33037 * ( IN FSET) sr CIVIL V �(/6 1 inch= 40' it \ArF� �1 REVISIONS: PREPA UNDER SUP RVISION OF: CITY OF LAKE ELSNORE V PREPARED BY: 9 CORPORATE PARK, SUITE 100 ��Jfjj� PROFESSl0�7 > ___ 3•e8'/ WILSON MIKAMI IRVINE, CA 92606 TRACT NO. SHED 16 &S-Ilt _ �� l Y.w/7 SCOTT M.WILSON DATE CORPORATION STREET UMVEMEW PLANS MA PHASE F o RCE NO.49884 EXP. 9-30-18 T: 949-679-0090 3A W SUMMERLY PLACE of No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK: `1`� luQZrl COW�Ql4,(I 6 _ * L : AS NOTED APPROPRIATE CONDITIONS IT DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS Z CJ?�7 sf cAVA ST LA AN PERMIT CAN BE ISSUED. FROM 3TA 10+64.61 TO 3TA. 17+64.21\r ^ DISC IN CONCRETE POST 72'NORTH QF"T'INTERSECTIaJ° ` A7� Cp DATE:q-/Z'18 : CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE , C.92wW�DMnkk.- DESIGNED BY: WMC DRAWN BY: WTAC BAD FAGRELL R.C. 3920 CITY ENGINEER EXP.06-30-19 OF MISSION TRAIL 3 CHECKED BY: MN PROJECT MANAGER: SCOTT M.VALSON W.O. FOR: F.B. FILE N0. _ - .. :. ... - ::. 74 a/, ! 78 k o0�pp i �¢ '_ :: "' _ �jj {� $re'.T::: -. q. -O�• 07 --:'_. v.ev - - - g i 3 _fZ09 "OF - - tit F } E , }} T 3 M MF �AC •Ik- _.-... r f- - 7 +i.8 :. .t - -- Y ......: - -._ ':6+ .9� �:. S - P CE OO- .::. - • 7 7D.8 ": �. :: .3 TNT. SUM _ 0+0000�IN... 'CAGE PARKWAY. .. ,. _ _- - _ . -. .. a „ t ## r } ....: _ i ..... ..... ...... J : 2 jj t -: ? _...: 1 VERT 1" 4' 10 n 12 13 A 15 16 17 18 19 20 21 10 � STOW PLAN COMMAIMM ZsF9y8^CU�S SIDE STD.N0.200. �F j --- t - -t12 o r q .._.___--.....---____ - _ CONSTRUCT SIDEWALK ACCESS RAMP PER DETAIL ON SHEET Zi 7 6 311,CASE'C. . I ''� v'� '•+ I 6 w _>' -- `>+®.. '� --�1.._.. •- O8 --CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 + 'I II - STA 10+ -'-� ' ARL < o _o LAGS PK sra 70 4.49 ECR \ a-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE SIU.NO 2148,AND DETAIL ON SHEET 2 'TA. 10+43.00 BCR �- CR �Q - --- - 3 ^`' STA 18+77.31 12 CONSTRUCT TEMPORARY BARRC4OE ON SKIDS 14 rA. 1 86.53 E R SEE SHEET NO.5 .d 1 �c ce _-3TA-1b+'43."DO--__ g STR� DWY 1+63.05 I AGE PARK ' Y�' u p c RRA Ild Z -ECR� - - _ 19 .7 86 Z6 14 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501 (9,500 LUMENS) n8 DwY +40 B = �/ _ ^°j i __ _-�r_ �/ .... ..... C 12 I _ \ STREET LIGHT LOC41ION PER DETAIL ON SHEET 3. 26 _ _- •.' -- '' `� 9-'�' 77 CONSTRUCT 3.5 AC.PG 64-10(GREE'NSOOK SPEC 203-6)OVER 4'AS.CRUSHED AGGREGATE BASE 02 D i+ .37 - c°1i+oc I i W _. 1 `• 61 (GREENl�Oi(SPEC 200-2.2)PER GE07ECHNIGN.ENGINEERS RECOMMENDATIONS h P8 a ^ - i� •-' .` - - .� C i � ^i - C ���1 6 r8 MISTALL IRRIGATION SLEEVINC PER SEPARATE PLAN(SLEEVE TO EXTEND 3'PAST SIDEWALK) , Z o ��� - , ..�/a' I _ d �. �� ,.'_� .42' L x `r 2. �Q• CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE$ID.AID.207 WIDTH PER PLAN t u CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY STD.N0.403,Xs AND XI PER PLAN. L � LINE TABLE CURVE TABLE r _ ;o I ,., STA' 70+43. E : - �- -- - ----- - a /r, LINE LENGTH BEARING CURVE LENGTH RADIUS DELTA TANGENT STA. i f+69. 1 "' STA 13+65.98 6 h \ c V j U =' 14 I ` 76'00.9 EC �. L 1 30.57 N32'00'00'W Ct 34.89 15.00- 079'ST 14' 20.96 t 14+5 7 ! -... i I �i,, >�� A 78+ PLACE P,.±> � 78+88. � \ �� ` L2 43.00 N58'00'00"E CP 304.73 97.00 180'00'00' INF'Mfl1Y + STORM DRAIN LINE'8'` FQ . n b ^6 VI'Y 5 7 07 i �Ti�10+00. ©� >-r-SEPARATE PLAN �\ t Itt L3 43.Oo N32'00'00"W C3 154.84 133.00 066'42'14' 87.54 INT. .ry+.. STA 14+61.96 i I �0•0' TNT. _ C4 39.27 25.00 0.00'00' 25.00 a is+43.9 MERLY PLA 1 SUMMERLY PLACE P + ECR r 8 =STa 10+00.00 SU 1y LANE h ` 9. 7 5. - R =STA 10+ LLAGE PARKWAY �,?� = i DWY;4+8�07 i I iI 1 I =STA 10+00.00 SCARLET Q4�>> 14 -SUMMERLY P C� ` 0 cs 39.92 25.00 091'29'34' 25.66 I .. I m♦. I I - PEACE LOOP ^� 2��V STA 4 STA 15+95.96 _ =STA �MMERL i,w`�Jai i TNT. c". I ... I I I 1 ( - = BCR �> I" C8 4712 30.00 9 000DURK .00 �Q Sa T g STA 10+00.00 S Y PLA E 00 8 5 ,;t ' �= D 5 JO � �.,�J-- •t pf UMMERLY PLACE LOOP i : lg '00' TA 10+31.77 SUMMERLY PLACE ��'� 1 i 1'0� 1 i > i 39.59 25.00 090'44' .3 ATC I' I cl 36.97 25.00 089'war 24.70 st FT7q• To+repoLINE MATCHLINE MATCHLINE Mq�-' ��`'' `�' �"` r 189.28 133.00 081'32'34' 114.ss 21 STA 15+20.00 STA 15+20.00 4 SEE RIGHT HEREON SEE LEFT HEREON """'""°'� T +3egtt`InIE QRpFESSlO 29.80 25.00 068'17'34" 16.96 NEREON Sl•E F ti�00 eql 1 1 115.00 0090'000d• 48.00 SUMMERLY PLACE LOOP - ' SUMMERLY PLACE LOOP 48.00 Q� a 75.40 m 75.40 48.00 090'00'OT 48.00 * No.33037^* 1 191.75 115.00 095'32'06' 126.68 1 / 9 000.00 000'44'38" 6.49 0 C1 13.50 518.0 i 9 4 ; 7 13 5 •29'34" 6.51 �LLt v-ZG•-lg' / G APHIC SCALE '-6`w '-4' '_Q' '-0'w '-4' w 'e V[1 1M � C.oNDO+W+o• o w m• w rea U a � U U b G o � �c�� a,� �am,� �ce �Ip,p� �-� AA}�� (� L �'Gox�: L -z9r-�to7 IN FEET I ��ln �m¢� �NM Qi mNm� 6 'ON�p „'�j6N �O$ Q 'M/O bV 7IG//� IILCh= 40' 11. +�thp +i6b +bb +bb +thp fig b,O +bb +wg o aw == == = ^�= REVISIONS: PREFAB UNDER SUPE VISION OF: PREPARED BY: C,"OF TAKE ELSINORE 7 9 CORPORATE PARK, SUITE 100 ESSI 3-Zb. WILSON MIKAMI IRVINE, CA 92606 �`CT�•3�20-1 SHEET SCOTT M.WILSON DATE CORPORATION s'1� MA PHASE F 4A S o RCE NO.49884 EXP. 9-30-18 T: 949-679-0090 CB 27 T W" Y PLACE LOf�'THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE VATH THE BENCHMARK: OF g 10+59.03 T."CC-9B' 12+29.53 m No.49884 SCALE: AS NOTED a was * APPROPRIATE CONDITIONS DEVELOPMENT AND/OR CITY AND c.P 09 RIVERSIDE BENCHMARK N0.'N NORTH OF.-rELEV.IN 1RSECTI9. BRASS n LQ(;� �Q LOCAL DEPRE$$�QN*27 sfq my t STATE LAWS, ND A MIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NC2TH OF'T INTERSECTION FROM$T� 10ht)0.00 T�STA. 20i80.13 SCALE: 1-20' SCALE: 1"=20' °0 0 0 �9= 0 0 0 OF CA\\E DATE: -12-1 DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE SHEETS J,/ �p}yyµpypq"y„d- DESIGNED BY: WMC DRAWN BY: WMC BRAD FAGRELL R.C.. 920 CITY ENGINEER EXP.06-30-19 OF MISSION TRAIL CHECKED BY: MN PROJECT MANAGER: SCOTT M.WILSON W.O. FOR: F.B. FlLE N0. - I __ ':: .. . _ - ._ _... __ .. :_:_ s ELI- - - - a�1r; FEE 77 26 tri, 52.,.1. y _ i - y�r M 4 7-r-4 TA kc _ b 0. - = - - _._. w - A - AY ' t :: * PROFILE - _ HORIZ 1 4 Ea - 10 11 12 13 14 15 16 22 i PAD=1267.6 ' STORM ORAI LINE"CC" 21 \ PER SEPARA PLAN PAD=1267,8 fyttry, \ 14 $$s W18 r ri A c 20 _ RIVERSIDE . 3 CONSTRUCT i,CASE C". �'� PAD=i2 7.8 ;J�JrJJJ�• � PAD-_ �COMS7RUCT TYPE A 6 CURB AND GUTTER PER COUNTY Of STD NO 2W ( I ^ 6 GUTTER DEPRESSION PER RIVERSIDE COUNTY S(D NO 3 1 -0" 8-4"W -D" \ \ w 54 I� g a - �7 -CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY SiD.PTO.209 I is �' " cl`i ~� 1 fl �i v� 2 + �" 8 CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 I 1 I i'� �+ I 1 t ,r, a PAD=1268., ' b 1 PAD=1269.2 �' 1 1 .^_ + I I:II`I + a 1 8 5' go-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 214B,AND DETAIL ON SHEET 3 , STA. 10+00.00 VILLAGE PAR AY o I 1 a M N 8 12 CONSTRUCT TEMPORARY BARRICADE ON SKIDS STA. 12+19.53 SUMMERLY 'CE LOOP 9 n I 1 1I i � - 1 PADS=1268.7 - iZ'i of n ri�i + i +"t61e +.o o aI� ST OO BC + a g v c 14 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501 (9,500 LUMENS) MNN ^^ r7 N^ MN^ IN 14 J{ 18 ^^ ,,• a. W S)R£ET LIGHT LOCATION PER DETAIL ON SHEET 3. 8 �j ,n (�I PAD=1267.0 ti 9_ " ' r„��,•s V� 16 FUTURE CURB RETURN PER SEPARATE PLAN I t. ^ - '\\ =N 17 CONSTRUCT 3.5"A.C.PG 64-10(GREENBOOK SPEC 203-6)OVER 4-A.B.CRUSHED AGGREGATE BASE LAT. .. :.,.: . . .-. �. � ..• �.: (GREENBOOK SPEC 200-2.2)PER Cf01ECNNICAL ENGINEERS RECOMMEND4TK)NS �1\ CB 29 -.,- PAD- $7 INSTALL IRRIGATION SCEENNG PER SEPARATE PLAN(SLEEVE lO EXTEND 3'PAST SIDEW ) s 13+24.86 1 pL J �18 �� 1`i\mxi S°'y LOCAL DEPRESSION#29 A @-FUTURE SIDEWALK PER SEPARATE PLAN a '° " �" ` ' �" ..• .,a""" '"� W \ 1 A 'g 23 CONSTRUCT 6"ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STD.NO 207 I SCALE.. i"=20' 0 1 +o 6 37 z1 C ^ tj _ AD=12E7.5cc- I a aq - -..._ "-- _--. Lin 1 bL-'V' o�� N�'� t'c.'V.' �' CE-SMEETB .� 3_ ^N I QgOFESS/0y $� ^$ M ^ UovyPy ^� N�� a o _ � r1a� r )1J��� a( - Z Wo �m M N^ CURVE TABLE * No.33037^t 1 I'n I 4 + (a N' 1 CURVE LENGTH RADIUS DELTA TANGENT T CC_r I ( �. o I Q C grFOF \f° t IJ+22� 8 i I 1 C2 249.11 568.00 025'0741 126.59 i f m u 5.0 LOCAL DEPRESSION#28 1 I I I ll�~ C4 44.60 2.00 102'1245" 30.99 SCALE: 1"=20' CS 276.31 532.00 02945'28" 141.34 R._1� �' lr,L i•_ - VILLAGE PARKWAY �'T. CJ/ aa� GRAPHIC SCALE 0 ' ►out: Cnt9-L9T''d101 w o 2. p. p. 1w G9 36.29 25.00 083`10'32" 22.19 i 78.16 568.00 00T53'02" 39.14IN FM 0 0 /� o av ti�6�ia inch- 40' fF. REVISIONS: PREPA UNDER SUPE VISION OF: PREPARED er: WY OF LAKE E�."SNOOFE 4+1 9 CORPORATE PARK, SUITE 106 QROFESSI ,3.�•/ WIL90N MIKAMt T�L`j'j�, -1 � IRVINE, CA 92606 SHEET N $��0.►i/ SCOTT .WILSON DATE CORPORATION STREET PI�AI�1 MA PHASE F o RCE N0.49884 EXP. 9 30-18 T: 949-679-0090 5A 3 ti THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE AS NOTED A LACE PAWWAY OF - v-. o No.49884 BENCHMARK: pmw�w�av�my * aaimi,e * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND * e.a RIVERSIDESINCONCRETE BENCHMARK N0.'NORTH E-3-70.ELEV.ERSEC IO BRASSN OF II 3 sj crva STA LAWS, ND ERMIT C BE ISSUED. FROM BTA. 1O}OO,OO TO 8TA. 16'1.00.00 A 'OF CAl\E \! DATE: +11-1B DATE; CCORYDON TREET AND MISSION TRAIL�27 EAST OF THE CENTERLINE SHEE75 casyvaaooann w�ro DESIGNED BY: WMC DRAWN BY: WMC RAD FAGRELL R.C.E. 3920 CITY ENGINEER EXP.06-30-19 MIS�ON TRAIL CHECKED BY: MN PROJECT MANAGER: SCOTT M.WILSON W.O. FOR: F.B. FlLE N0. L" ' TYPE 84RRIGIDE 1 ' �1 ( I s ON R26(S)(CA 1`(G) } R26(S)(CA)� + J i RI-1 Pam. &G R81OCA) •N�(CA)(X3 TYPE N-1(C4) O' 12 I/U- \R4-7t R81(�) I 1 W W 3 11 1 ,/ f0 THERMOPLASTIC 8'SOLID WHITE CHANNEWING LINE PER CALTRANS STD.PLANS,PLAN NO A200,DETAIL 38. 11 y y _- Q t®—THERMOPLASTIC 6•SOLID WHITE BIKE LANE LINE PER CALTRANS STD.PLANS,PLAN N0.A200,DETAIL 39. I J - — --- -_ ...w.�_ - @-THERMOPLASTIC"STOP*PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN NO.A24D 3 W if a z if TYPE K-i (C4)- INSTALL SIGN PLR CALTRANS STD.AS NOTED ON PLAN "+ 90' 1 THERMOPLASTIC TYPE N ARROW PER CALTRANS STD.PLANS,PLAN NO.A24A -- -- -- — — — DETAIL... .. 1&THERMOP LASTIC DOUBLE YELLOW STRIPE PER GLLTRANS STD.PLANS,PUN N0.AZQ4,DEi MJ''W' T- ___ C 1 1HERMOPLASiIC'BIKE LANE'PAVEMENT LEGEND PER CALTR'WS STD.PUPAS,PUN N0.A24D ii A R26(S)(Gt) 11 "ki W -203' i , R 1 R� �RT I10 .$00' 162' , I 6 1 THERMOPLASTIC LASTLC 6'DISHED WHITE BIKE LANE LINE PER CALTRANS STD.Pl.?+:5.PUN N0.AZOD,DETAIL 394 W V, /R81(CA) 1 •� ,C C IIJSTALL ON ST.LIGHT R26(S) INSTALL STREET NAME SIGN PLR CITY OF LAKE ELSINORE SID.NO. 4004, 4008,AND 402 ,),I � P C&G �T j �6 R81(C4) Nb 0 0 1 N, I N i 1 y, i D� t�-THERMOPLASTIC BIKE LANE ARROW PER CALTRANS STD.PLANS,PUN NO A24A B•4RRfCAD£,,,_� `I W31(CA) I a�' t1 ( I 1�--PROTECT EXISTING SIGN OR STRIPING '^ /' , ON SKIDS j' 11 TYPE N-2(G4) 3) I I ! I I ! i�-THERMOPLASTIC 12'LIMIT LINE PER CALIRANS M.PUNS,PLAN NO.A24E V.7 12 �-., f 1 I i i I ®t —INSTALL BLUE REFLECTIVE MARKERS PER CITY OF LAKE ELSINORE SID.NO.4224&422R'BLUE DOr TYPE I - WINDFLOWER DIAMOND DRIVE INSTALL IYP D TOW-AWAY YELLOW REIR°-REFLECTIVE MARKER ALONG THE RAISED MEOWN ' SUMMERLY PLACE `�'N"SC3NNQ�$"�""' 12 PARKI4G.PAINTPAINT CURB REDREo Q _. Al GE PARK . WAY SCARLET OAK VILLAGE PARKWAY 2 12 w is ti11 U SM LEGEND _ 0 205 Q W R26(S)(Gi)•\. I. O --- - ----------- JQ R1-1 --------{ am: PROP. C&G W ° I W W � �� z � 5 _�� STOP STQPPING __R/W 2 i `� 150, 175' ANY 11 / y \ 12 ` ; " j_ �g 3;3' ;� TAME BIKE .LANE RI tt - a I Ri-1 i 1 t' 10 12 :� 30" X 30" R26(S) (CA) R81 (CA) _— 172' _ PROP.c •.....� 12" X 18 24" X 18" 1 r 'W I �f 12 ry6 0 140' 1 VILE GE PARKWAY i< �., TARRAGON SEE BELOW i INSTALL OS)`��IGIII n ,Ly R26(S)(C4) ,� . E N D. z R81(CA)W31(CA) SUMMERLY PLACE LOOP /!` 1D TYPE N-2(CA)(X o 0 TYPE 31X( ) 1P N2 2 ID 3030 TYPE A O - PROP.C&G 200' 0i WINDFLOW \ 1 z ' •� / Y`'�~~�.- 1 \ �8 INSTALL 6(S)(C LIGHT •b / R PROP.C&GWil Q DFESS/0, 1 h�e0 GodF . •C"� TYPE 111 ,1 TYPE(N-2(A)(X3) 165' 1 11 ' R81(CA)G') c (L BARRICADE * pto.33037 8 o '1 ,._.,,,,..,,1 ON.SKIOS -I ` 200 V I �f.....----'""� 11-'""'-�' R26�S)(C'1) i `5• ' a Q- � PROP.t4)&R81 G1 \ ' TF OF CAW 1110 R1-' t90 / „ / 81CK3 AM 87F�NQ( 1AL N01E8 _ � < 1. ALL STOP SIGNS SHALL BE INSTALLED PER CITY OF LAKE ELSINORE STANDARD NO. 4064. . O O W31 (C4) --- -- -_3 I TYPE N-2 2. ALL SIGNS POSTED ON STREETLIGHTS SHALL.BE INSTALLED PER CITY OF LAKE ELSINORE STANDARD NO.4068. m N o s 11 (CA)(X3 �vg4wPCf _ _ 200' ° J. ALL LIMIT LINES SWILL BE INSTALLED PER CITY OF LAKE ELSINORE STANDARDNO.410. j6u�; &(A 29 t�O�07 11 1 PROP.C&G 4. ALL CROSSWALKS SHALL BE INSTALLED PER CITY OF LAKE ELSINORE STANDARD NO.411. W '"•••__—,- TYPE Ill I 1 11 200 207 i � RAY � &RRICADE 5. STRIPING INSTALLATION SHALL CONFORM TO CITY OF LAKE ELSINORE STANDARD N0.405t1. �, R2s(s)CA) 1 , 10 , ON SKIDS GRAPHIC SCALE . m W I R81(Gts RAW i Al - i VILLAGE PARKWAY I a REVISIONS: PREPAR UNDER SUP VISION OF: PREPARED BY: CITY OF LAKE 9 CORPORATE PARK, SUITE 100 �. o II 111 p�OFESS/ .328. WILSON MIKr ml TRACT NO. -1 SHEET SCOTT M.W�LSON DATE GORPORATIO;V IRVINE, CA 92606 STREETMA PHASE IF 7A 5 c RCE NO.49884 EXP. 9-30-18 T: 949-679-0090 �1�/���/��/1 1 w No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE �7 GIVING AND STFNDWG OF 9 eSTOP 4c zao„e * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED BENCHMARK: "°'O0 STATE LAWS,AND A PERMIT C BE ISSUED. RIVERSIDE BENCHMARK NO.'N RTH OF.r IN ERSEC IO BRASS tI 'rlq �'"n �r DISC IN CONCRETE POST 72'NORTH 'T'INTERSECTION OF DESIGNED BY: 1M1C DRAWN BY: WMC OT CA\EE DATE: 9-1 -I DATE: CORYDON STREET AND MISSION TRAIL 27'EAST THE CENT(RLINE ��� 0�id 10� BR FAGRELL R.C. 920 CITY ENGINEER EXP.06-30-19 OF MISSION TRAIL. (7iECKED 8Y: MN PROJECT MANAGER: SCOTT M.W�LSON W.O. FOR: F.B. FDE NO. ` � 1 'ice � � I'_{- ° .- �101f- -•- .., - _ -"''"'"'"�":'d.__ - :: M 4444tL mix 11 Lj- 10 11 10 11 10 fI 12 srAt9+saao�u�T 14 15 10 MATCKM-SEE BEiCW Q g a`� M.H. 9CCCC-9.1 0 55 w? STA 12NA209 TAT CC- ou _� � W 51 INTERSECTION I (i + C I o $ 12+80.85 UT'CC-9' 3 1 Q 10+00.00 Ui'CC-AC 0 Fx ur CC-T _____ ^ 1¢ce(27 tt ST.STA. 12+29.53 CONSTRUCT 18' (51 RCP D-La10 PER PROFILE)&BEDDING PER RCFC&WCD STD.N0.M815 PER P ✓-- SUMMERLY PKWY LOOP 52 `-' � 1 y 37 P "�r _ u W=' V=7 S2 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD.NO. CBf� I ORM y. ,..-- -""` - STREET 8.Sg STREl7 58 MARKED'NO DUMPING.DRNNS TO TAKE'WITH DAS A4INUFACNRUIG I It \ _ s VILLAGE PAR.- 10+00 00 VILLAGE PARKWAY 3'x 5 1/4'DURACAST STORM DRNN MARKER 54 1 E C ri=— �_..�._, gE€T=�7N .......... _ LOOP /� UT + :5t-NL{AGE-PKWK PROP C&G __ ___ .. �� e S 1 = = a-CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD.AID UH251 53 00.00 WILDFLOW R"-:: 54:, .. — .-...� J M W V 55 REMM CONCRETE BULKHE40 AND J(HN EXISTING CONSTRUCT CATCH BASIN CORE PER DETNL ON SHEET 2 54 '`+ 56 CONSTRUCT 4'PVC PIPE PER SEP i% - a _ 0 0 1 53 I 57 CONSTRUCT It PVC PIPE 54 P INSTALL CONCRETE BULKHEAD PER RCFC&WCD STD. NO.M816 M N 4 cWY 19 a •ss 1 Ii 1 r 0 BRITTEBUS 54 56 55 g /�' 52 i I A CURVE TABLE R/W 18 20 CURVE LENGTH RADIUS DELTA TANGENT m` , / wOZ' y..ry1��5 QM.( ! C1 18.49 21.50 4705'28' 9.81 PROP & ! 1I 7 / R3FESS/0 �,it �. i C3 70.69 45.00 90'00'00" 45.00 /p Oe NA/ II C4 1374 22.50 35�'00" Z09 . 56 21 S DDnY, / y ST.STA 10+59.03 57 RMi /j C&G * No.33037 * 1 ._ i Q 1 STREET C 52 i 52(t CB/31 R/W 12- lA�OFCA1"O��P Qg .._ ....... •I' ...._..._i TA. 1+0.59 . W=70' V=798' V 1 /// 1 56L=6.6655=0.0100 / TO-2rj-Iq < �• __ : 23 ;{ �v�uA,et1 � Cow��� �$ �s -- GRAPHIC SCALE 3 CB/30 24 ON.�i �i aw o m ev gym' I. STA 1y7�+745.9 PKWY 53 ( 1 1 I 52 56 NOTE:ALL LATERALS WILL BE PWATELY OWNED UNTIL PJ URE �D�A yCCEPTED By CITY 1 ( 1 ffiub Fm rL 1 EX TAT'CC REVISIONS: PREPAR UNDER SUPERVISION OF: PREPARED Br: C(rY OF LAKE SIRE 9 CORPORATE PARK, SUITE 100 18+05. ; PER SEPARATE PUN QROFESSTQy}� -Z.eY/S ELANOW WfLSON MIKAMI IRViNE, CA 92606 TRACT NO.3020-1 SHEEP SEE DWI PRASE F 1�r II/ SCOTT . NILSON DATE CORPORATION 37�11IpROVE11EW KAM MA WAM F STORM DRAIN PLAN so RCE N0.49884 EXP. 9-30-18 T: 949-679-0090 _ 25 y No.aaasa A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK: STOW MM LW ACV LA GRAUS OF APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED 11 E•a"�"�" * RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279,829. BRASS 55�� ccvl� STA LAMS,AND A PERMIT CAN BE ISSUED. MOM STA TO STA. 26 °o U �U' o _ �9�OF CAl\F \� AgjQ DATE: -IZ IS DISC IN CONCRETE POST 72'NORTH OF'r INTERSECTION OFMEM Cd PpAWbItlIG�AtIMutCe DESIGNED BY: WMC DRANK BY: WMC DATE CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE 3 CHECKED BY: MN PROJECT MANAGER: SCOTT M.WILSON BRAD FAGRELL R.C..#'43920 CITY ENGINEER EXP.06-30-19 OF MISSION TRAIL W.O. FOR: F.B. FILE NO. YF \ 0 CURB 1 \\ 7 S -9 \ PL R/W CURB FUTURE 1 \ FUTURE PROJECT WALL 18- \\ \\ 1 PROJECT WALL 17' 4' 5' 8' 1'HOA 9' 5'WALKWAY 4' I LOT 8' i' PRO. LOT 3' PAD I \\ F 11'l I PAD EL 6' 1, 2 \\ 1270.7 FG 1270.7 FG 1268.7 FG 1268.31 BW ;��+ 1268.07 BW 126774 BW N 1267.64 BW NI 1267.40 BW 1267.09 BW 1266.21 FS 1267-97 FS .N.A 126Z64 FS 7267.54 FS 1267.30 FS 1266.99 FS 3 + 11+s).00 + + _ + W 2�' �--,- rT�- SEC110N A-A SECTION B-B N.T.S. N.T.S. -� p 10+73.39 ECR 17 00. 11+50.00 11+65.91 12+00.00 11+ 7 BCR W Q PL R/W CURB s. 1 1268.07 TC 12 .8 1267.56 TC 126745 TC 126Z22 TC 1266.88 m FUTURE WALL 18 - _ -- 1269.53 FS ;y 1169.45 FS SLOPE TRANSITION - ---- " -� pJ L'H04 9' S'WALKWAY 4' s 1268.15 FS ------ ------ --- 1266.96 FS PL R/W - 1268.79 - 1268.51 FS ---- W CURB LOT _ 8• 1• _ _ 1269.63 1269.55 FS _ - FUTURE PR r 1268.25 BW � --- ---_-- v' ------ ---- 126Z06 BW fee\ (n PROJECT WALL 17 PAD / 1168.89 BW _ N 1266.61 BW N \ I PER PLAN `; TW PER PLAN HOA 8' S'WALKWAY 4' 2� 1 /��� 1269.9 FG 1269.9 FG 1269.9 FG Qi 1268.7 FG 1266.7 FG 1268.7 FG \,\\ PROP.LOT 1' 6' 1' ;,g 1' to W H I I \\` PRO . VARIES / -O A � 0.50'-2.58' ; 1269.9 FG I WALL PER SING 1%79) v 9 THIN RER 2% I V 7r11r\0- 3-1-920 -1J I Z 2% I ' 4"PERF PIPE G'1 SECTION F-F SECTION C-C SUMMERLY PLACE LOOP WINDFLOWER N.TS N.T.S. SUMMERLY PLACE -0 00,-10 1270.2 FG \ 7Q \\ l I 1 I //�� PL R/W CURB I UII d \\ _� \\ / I // I Q 1270.70 TW ] , / FUTURE 18, 1270.2 FG 1266.3 FG �' I ( PROJECT WALL 1 c9 1270.70 TW 1265.47 TF �� III 126557E 1270.2 FG > > .� '� / = 1•H0A 9' 5'WALKWAY 4' I I( 1266.5 FG 265.5 I F 1270.7 FG 1271.0 FG O 1271.2 FIG 1271.2 FG 1271.6 FG III I j LOT 1' 7' p PROP. \ 1266.46 BIN 12672 FG 1267.5 FG 126Z7 FG 12677 FG 1266.1 FG // PAD ELEV I ` .7 FG 1266.46 BW 1269.7 FG 126Z2 TW 24 116Z70 TW 1268.00 TW 12..20 TW G 12(i6:20 TW 1268.60 TW / / I I 1 FG PER PLAN ` 1265.63 TF t I TW PER PLAN \�\ 1265.E 1265.20 1270.7 FG 1264.90 1171.0 FG 12G4.70 1271.2 FG 126�4.36 7271.2 FG 1264.89 BW p:�, ��1265.70FTYY 7 1"�� ^ 6.28 FS 1266.1 W 4' N a, 12 .86 BW 1265.60 BW 24 - 1263.75 TF i I I VARIES d. �; N 1265.34 BW �v 1265.08 BW N 1264.82 BW 1263.83 20 .4' .009 I I ( 0.5'-3.71' 1 6636 FS 1266.7 FG 65.76 FS ;f, 1265.50 FS --- qR71266.02 FS 1 0.83'-4.04' 1% 2% __... 1264.48 FS //1 1264.32 FS / .47 FS 13+50.00 14+00.00 +50.00 74+62.88 15+00.00 15+14.75 15+50.00 15+79.64 i6+00.00 i6+50.00 16+73.21 16+89.2 '+' 4"PERF.PIPE I 14+13.28 -1264:4B-IC-1 434 E 9=- ---------- ---L- WALL PER SEPARATE 13+62.38 1266.7 FG 1263.65 INV_ I I PERMIT W11HIN R/W 1266.2D TGROW -� _ --. ---- _ - SECTION G-G 1266.39 TO -- _ -- - -) N.T.S. I 15+86.53 16+36.96 13+36.55 ECR C 1` I t264.96 TC 1264.70 1266.37 TC 13+50.00 B 14+00.00 14+25.00 14+50.00 14+75.74 15+00.00 15+30.16 15+50.00 16+00.00 16+50.00 1264.49 TC 1 .40 TC 9 - -..-. 1264.57 FS .. ...-- w ee-- III I I 1266.36 IS ;� 1266.02 fs 1265.89 FS 1265.76 FS 1265.63 FS 1265.50 FS 7265.35 FS 1265.24 FS 1265.04 FS 1264.98 FS 1264.78 FS 1264.72 FS 1264. I) QROFESStON4 _____ ^ ^ -- 12 II I I Quo �ovd 7�y I__ } ae 1266.46 BW Q - 1266.12 BW ^ 12116 BW ^ 1265.60 BW 120 34 BW 1265.08 BW Q -__ n � �i ___ 1164.67 FG\ 5 III W 9' 1265.99 FG 1266.30 FG 1266150 FG 1266.50 FG 1266.90 FG 7265.1-- -1266.55 FS --- 1266. \ � No.33037 4 � 1269.5 FG 1269.8 FG 1269.8 FG 1266.49 TW 1270.0 FG 12661.10 7W 1270.3 FG 1267.00 1W 126Z00 TW 126740 TIV 1267:40 ` 1164.67 BW 1269.5 FG 1265.99 BW 1265:71 BW 1265.45 BW C 1265.14 BW 1264.88 BW 263 84 TF \ 1265.16 TF 1264.90 TF 1264.62 TF 1270.5 FG 1264.31 TF 1264.05 IF 1264.82 BW �NNV92/NV III I �T9 L B -O 1270.5 FG 1270.5 FG 1263.99 iF \ I I T C m I � 1270.0 FG 1270.3 FG 1270.5 FG 1270.9 FG \ I I /• o 1270.9Fc W -------- -\ Ff 1 rr1A 319 0-'19 WINDFLOWER DIAMOND DRIVE SUMMERLY PLACE SEE SHEET 11 CONSTRUC M GRAPHIC SCALE 24 CONSTRUCT RETAINING WALL TYPE I PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD 29 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER COUNTY OF RIVERSIDE STD.NO.310 W ITET 56 CONSTRUCT 4°PVC PIPE i inch- 20 It © U13b 8V 612C lltt REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: C�OF:LAKE�R 9 CORPORATE PARK, SUITE 100 II )1I QRocEssloN,� 8-7�-! WILSON M/KAMI TRACT NO.3192o-1 SHEET \ i SCOTT M.WILSON DATE CORPORATION IRVINE, CA 92606 N Qo 1 u.w w SWEET ROVEM�JT PLANS MA PHASE F h� o� RCE N0.49884 EXP. 9-30-18 �r T: 949-679-0090 � 91- 0A No.49884: THESE PLANS HAVE BEEN RENEWED FOR COMPl1ANCE WITH THE SCALE: AS NOTED BENCHMARK: S1H11�N�fll-Y PLACE of o u E.p.wiaoiie * APPROPRIATE CONDITIONS IT DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS PARKWAY GRADING fl STATE_LAWS,AND A PERMIT CAN 8E ISSUED. ,fj9l crva \P DISC IN CONCRETE POST 72'NORTH OF°1'INTERSECTION OF SHEETS �. 0 0 DESIGNED BY: WMC DRAWN BY: WMC F OF U101 DATE: 7'4/ DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE !, �Z� °oyih''d1O1e BRAD FAGRELL R.C. 43920 CITY ENGINEER EXP.06-30-19 OF MISSION TRAIL CHECKED BY: MN PROJECT MANAGER: SCOTT M.WYLSON W.G. FOR: F.B. FILE N0.-LIs�_ I 23 3 54 PAD=1269.2 52 `- JlJ J JI ?s, 22 IA WINDFLOWER I - r�r�,-� lJr>J�1 21 53 �0 PAD=1267.E l �T l PAD=1267.8 PAD=1267.0 ' 1 18 19 20 6€ �l PAD=1268.1 PAD=1268.I PAD=1267.8 1 J 44 7L \ ;?��ds �� B?��,?����f,�.4�� _ �/I / 1 I ' ,?�,� ;Z�ss4,�FC �¢r •°s �, �� � ,2 / ' �` D , jsa Ac� 2s� �4 % 0 - ^ y a ,26$•2� 2s4,'SO n,EQP ��...` 20 �, __�Z- ,'s*qy �� N �' / r 9p� ?G9, a' i,-/ ls* 06,@4• A 726•S:yppO g.+, � '??o,? �� ^ h' � B 13*,4 3*so. '3* ,4'�� ,'4*2sA� � ' 's*?4• for � �,..�� ,p 1sisy gay. ,,. 'a, A- �4� 55 ggI s / 1 46 '26 ? '269.,)-`� _ 72s41, 13s8 3* I- 3J '?s9p ? 4 - rc *a2� , ap n �Zss2Fc '?64'sa' '2s444Tc �2s4s/ s '2s4 .sp 7C ,p s6 j0 ,per slr 2 ss ,2'.�-� ' ,2649E PAD=1268.4 �PAD=1269.1 54 , 1 _-___ --_ �B Fp /?sb•p �`� , � as � � ,2��4� r) 1�� ,2 3s s �_ -_ fs _ PAD=1268.7 x - ; 45 44 43 '2�4,� 24 '?s=,1�--- - ° -_-__ - _ �__ ' -- _�- :��6'S I ��PAD=1268.7 PAD=1269 1 42 s '2�0 - ���� / PA =1269.8 AD=1268 866 � , '2�8 9 �2ss `"? �2s, ,2�, �� / AD-1268 4 '26 ' ` %� 41 , COVIRKMIN 0„ 12�.5 FG ARpO gpE2 27"A. N07E� 37 126 473 ' o,'`� I`U per,,^' ' ` 24 CONSTRUCT RETAINING WALL TYPE/ CITY OF LAKE ELSINORE BUILDING DEPARTMENT SrMaARD 0 FUTURE PL R/W' 17 CURB BR i BLM PRWECT WALL PAD=1268. qD=12 7'�' FUTURE PL RnY CURB �-R/W CURB PL R/W CURB ROJECT WALL V HOA 8' S'WALKWAY 4' 17' FUTURE a "' 81 p LOT V PARKWAY WALL 17' PROJECT WALL 1'HOA pqD '�'{pA 8' 5'WALKWAY 4' 4' 5'WALKWAY 8' PRO. LOT 3' 1' �' FG PER PLAN T,P£R PLAN Qi LOT 1'HOT PRO. LOT PAD E Z7 � PAD EL PROP. '� 1. {{ v' 2j'R41' 2% E ' .hi' I Q PAD ELEV 3'?., 4' i' I y WALL PER SEPARATE SINGLE T ,......_ . .•.:'. ?� PERMIT WTMIN R/W 1 2X 2% 2% •kqi. -. SECTION A-A DIAMOND N.TS 4'11.PIPE SEE SHE 11 SECTION H-H S CTION rE-E ; N.TS SECTION D-D N.T.S 24 N T.S. ,'/ 31 / `I n FUNRE PL R/W CURB / J7 PROTECT WALL iT PAD=1267.4 25 rr`�i 0 7 1920 19 30 PAD=1269.0 / � � 1267.4 FG ,� //f 1'LHOA 6 I 5'WALKWAY 4' 1263.91 FG 2 6 2 8 1 12y'•41 Tw 29 PAD=1269.1 �' / • 12 TF PAD=1267.E E ' 1265.17 BW // PAD 1267.4 FG 1 10 FG 264.30 FG PAD=1267.8 2 7 PAD-1268.5 PAD=1268.7 �12�•3 1z6s.3 FG •, 1269.4 FG ' 1265.24 BW / FG 64;60 TW 1264.80 FG 1269.1 FG / TF 1264.0E 8W 1267.8 FO A 1268.7 FG 1267.98 ---- ,`V 1263.23 TF 12645E FG 12�•5� 1268.7 FG Qf �_----��r., 1266.64 BW 1266.12 BW" _ i265• 2% 6.T.81 FS '�N 1267.E FG D 1265.06 TW PAD=1268.1 1268.5 FG 1267.98 tm 2X Q^ 24 126373 1268.1 FG 1267.48 BW �- - - - 1266•SM1 .�,,,,,�,�uc' I 1267.8 FG 1268.1 FG I I m ro 0 126E.18 BW _-- _ 22ff.w0 ECR 16+67.87 17+0.7 I _ - -- -- -___1267.B8 FS 21+50.� i264.99 TC 63.95 TC ___ FS__O°_-_ 21+1.26 1265.0E Tt i }4�5- SE N 1-1 03 FS s6 -----------N - N.T.S __ 21+00.00 1265.2E -_ _ 17+00.00- 17+50.00 - -_ --_- _ -_.- +50.00 1285.38 TC 21 - I 73 TC \ TC 1263.9E FS -- ETJ __ --- 20+00.00 .88 TC -- - �� __ PL A/W - CURB I 17+25.00- 18+00.00 1267.38 FS 1T y 12 t2 ,55 TC _ 1263.88 TC 1264.46 FS 19+50.00 A 2012�•6B rc PROJECT WALL / _ / D 18+50.00 1266.88 126�88 TC '265.38 TC �- u 21+00.� 21+5.1/ 726,5.10 TC--..-� 17+50.00 1264.38 TC 20+50.00 H 1265.48 1C 1265.17 TC 11 to 8' 5'WALKWAY 4' 19 L - - 20+00.0o a PROP. LOT 7' `�� %n 1 FS 4•PVC DRNB O�- - -�_I- ,9+50.00 2 TC 1265.88 7C� 1265.18 - P -1 1265.313 TC 19+75.00 1267.88 _- _ _ - _ 0 0 7+65. .98 FS --- -_ _---- -- 1265.25 FS- AD ELEV FG PER PLAN _ 19+00.00 1265.63 TC m ___ \\ � ?, 7W PER PLAN i 18+45.15 ECR _ ' 1264.90 FG '�L_..�_ .88 TC C`SLOPE TRANS•--- 1265.35 F5 f 1265.40 TW 1263.91 BW �ti 1264.9E FS - `°-_---t„ -1267.58 " 11p -13 BW 1263.63 x _ �1265.28 - 12W30 TF 1267.8 FG �. _ _ J � _ � h 1264.90 FG \ k 1265.71 FS - `\ �, 02 82' 1267.8 FG T 1265.5E 8W -__-_ _ 1265.40 1263.6E BW ` - 1264.4 H. ___ A 12�_ 1z68.5 1269.0 FG 12G3. ` - - "' _-_ --- - 1267.98 BW 1269.2 FG \\ 0.79'2.99' r.?X 2X 1262.9; __ �„ 1265.81� \ � _ i 1264.51�-0 ao oe} 1265.0E BW �� }�EEllIY 56 \ ' : -� " 3 12E8.2 FG 4 u 1 , 4•PERF.PIPE S 1267.3 FG 7 1267.3 FG ` � � 1268.5 FG f7 5 � �\ } ' 1268.2 FG 1263.80 FG �" 1267.2 FG 1 1267.2 FG 1267.9 FG 2 1264.30 SECTION J-J C PAD=1267.8 PAD=1267.3 1262. TF ! ; E 1267.9 FG PAD=1268.2 PAD=1268.5 �' PAD=1268.9 ��� \�� i N.T.S. rF, r J1PJ20-- ! j 'I PAD=1267.2 PAD=1267.9 rJ,r10T 3192JJ�8 �` ' '' �\ ` �1 GRAPHIC SCALE ACC k-l%s�s�,,,`�� I QPOFESSfOry4 CARROTWOOD VILLAGE PARKWAY /� h�QF�Q Godya Yfy /� /�A �1 - (IN FEET) yl�j om D� 6�j�,Z��� l Inch= 20 fL. V Q Vit *�No.33037 * A REVISIONS: PREPARED,UNDER SUP RVISION OF: �BY: /' 9 CORPORATE PARK, SUITE 100 C'�OF LAKE ELSHOFE D l/M1 J' CIV1 �P PROFESS/ (p •fig WILSON MIKAA4I TRACT IO.'3�0-t1 SHEET IRVINE, CA 9260E �. w 37R�T IuiPROVBuENT PLANS MA PHASE F •V B I RCE N0.49884NEXP. 9-30-18 DATE CORPORATION T: 949-679-0090 gyp - 3WAI IS AND FOR SCE SMIAMIRES OF - VILLAGE y No.49884: THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE YATN THE PWAY lC•• o - APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED BENCHMARK: E, r��►g l dIMLIX7�� "P�' STA ANSI D WIT BE ISSUED. RIVERSIDE CONCRETE N0.BM NORTH 70.rELEV.IN ERSEC IO BRASS i TT o 0 0�a 0 0 0 9,E " �``�AgjJ DISC IN CORYDON STREETS POST M72�ISSION N TRAI�'7'EAST O THE E PARKWAY QRADM _ ri�e�lt% (0l`1--zqi-a7o7 CA\FF BRAD FT AF GRELL R.C.E. 3920 CITY ENGINEER EXP. 630 19 DAB MISSION ET AND MIS90P,TRAIL 27'EAST THE CENTERLINE W.O. FOR: F.B. FILE N0. Cu2RwVMft�cWkn Ac o DESIGNED BY: WMC DRAWN BY: W C I CHECKED BY: MN PROJECT MANAGER: SCOTT M.WILSON i BASSWOOD ' iris-u ' �1 1)(��1-12sz3 Fc - - �. 1267'G \ ` .,�.,.,.-�, 1264.0 7-9 1264A2 SW r AD=1267.3 !''N S _d 1 u: 263.93 FS12 ` IIL /i 639 LOTLINE R/W CURB CURB L07LINE R/W CURB 3 •\, ''/ .00 FUTURE 16' VARIES rrU:TURE16, 1263.70 TC �/ PROJECT WgLL WALL _ / +38.78 \ �i 0 16'HOA LOT 5'WALK 11' 5'WALK VARIES 16'HOA LOT 7' 5'FUTURE WALK 4' 126. 48+32.78 PCC 1263.7 y� 1264IS 1265.76 TC f-�"� ' 4.g �-� J PROP. 2' �M,, 1' PROP. 2, 20• 1, W PAD ELEV PAD EIEV S• - m i 2X ZX 2% 2X / \4� 2X I � 1263.95 TC - O W I EX. 'DWY 1264.12 FS SECTION F-F SECTION G-G SECTION H-H 1264.22 BW N.T.S. N.T.S. N.T.S. MOC \ 1264.2 TC of 1263.95+ - 48+32.78 12 1264.051264.06 FS i VILLAGE PARKWAY 1264.1E BWDIAMOND:...DRIV� BOTTLEBRUSH \ SEE SHEET 10 ` rlrlcTJJ�JJIJ 1269.3FG 126Z5 FG 1 ( L 12 1\ J 1269.2 1 I 1267.5 1267.5 1 6.8 FG 7 7,n / 10/1D:- ------ --- r A11 1268.7+a66:s Fc t �11=?268.9 I I f 126Z6 FG •""'^•- ,,,,i 116Z6 FGIi1266.5 FG 1266.4 FG 1,n+ 1266.3 FG N D - /� / `� I 1265.73 '^` 1285.80 BW PA. 1,267.E - / f i i \ 2 PAD=?269.Qi _ -ti' I `It 6 - -y -- -----_ --�--- -' 1269.6 FG ----�_ ----- , / I --- -- -Wit_-==_ ix12s5.61Bwix • __ - `--- -rlss�B-M ,2ass� Jai �ni -j ni _ I ` �''AQ---11.268.5 - __ 1265.69 BW 1 ___ w _ - I 12ss2 B� °12ss.2t^Bw 1 ss.o7°ew f sa�v - - - \� \ \1268.3 1268.9 FG x � -- 1165.63FS :"=--' 1265.38 BW 78� i .24 FS 126619 PAD . - :=--" _ = _- i ` ix 1265.07 BW _ ��- 1265.61 F� ..._�"' �, 53-100.00 53+3235 53+50.00 53+75.42 54+00.00 8 54+50.00 (V 1268.2 FG _- ` -s' r, _ �„ 1265.59 FS ^�^' 1266.1E TC ___ 1265.28 FS ? 6- L� -� =„ (�f 1 �1264.75BW -�' o�� -n - - - - - ��N -_--- -----J 1264.64� 1264.97 FS 1265.37 TC _ - � 1265.0E TC 1264.65 FS J M Q00 1264.54 FS 1264.75 TC _ - r 55 W _ - 0 52 _ _ -L- - - - - -�- - - -�- - - i- -I - m W - _ --i- - DIAMOND DRIVE SUMMeRLY PLACE SEE SHEE �2 J' �; J 34 35 1269.7 FG . •..1 6 J Tlr1 .fir J�.)�JJ1 t ,.' 37 3� r� �2(' 1269.E FG 1269.1 FG / 69.QJ 1268.7 FG PA1` r �� 12 .7 FIG � 1268.4 FG l AL-1-?��?8.5 1268.5 FG �) �-' �1269.4 FG �'AJ •26r1.�1269.7 FG PAD-?�7Q.`J 1270.0 PAD-12i�•� 1170.3 FG � 1270.E FG 1270.7 FG z 1 1268., PAD 1268. PAD-?269.U1zs9.o Fc PAD •2690 .1 a, , n 'A ' 7Q.6 1270.6 FG _...... . - ------ .� ...... _ ......-. _. .r ,� 1 ------------ - -- -- --- - ER ------- ----- -- -- -= -- --- -------- ----------- - ------ - - ----- - / __ i0 M ,O ti f yy // p V V / N N N RN N ( M M 1264.79 BW�1264.95 BW 1264.82 BW i 1264.99 BW i 1265.31 BW � 1265.63 BW i 1265.95 BW `�i 1266.27 BW 8 � 1266.43 BW + 1266.27 BW -�� � + f265.95 8W + 1265.63 BW i 1265.31 BW i 1264.99 BW f�1264.72 BW / -- ------ ------------ - ---------- ---- -- -- ---�__ ------ -- ---- ---- -- --- ----�--- ----- - -- ------------ -- - ------- ---- •- ---- -- -- -- 1264.85 FS 1264.72 FS 1264.89 FS 1265.21 FS 1265.53 FS 1265.85 F5 1266.17 FS 1266.33 FS ' 1266.17 FS 1265.85 FS 1265.53 FS 1265.21 fs t 1264.89 FS. 1264.62 FS V H 1264.91 FS 01 r� z 56+OO.tX) 56+50.00 57+00.00 57+50.00 58+00.00 _ 58+50.00 59+50.00 60+00.00 60+50.00 61+00.00 61+50-00 " 1265.31 TO U lz6,5.-sS 1265.95 7C T 12��3-�--� W W 56 57 GRAPHIC SCALE { As-$ull�s Qw�� p m CONSTRua ON NOTE8 w �oRiVFESS/pN'✓! DIAMOND DRIVE. ��Q 0,Gotltl�Fy O CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 IN FIWP? 0•2 1 inch= 20 14 `9 vob Ibv y/6// - LL * No.33037' s REVISIONS: PREPARE UNDER SUPE ISION OF: PREPARED BY: WILL90N M1KAM1 GtTY f �rqT c P 9 CORPORATE PARK, SUITE 10 3020-1 fD Lll ��E�1� IRVINE, CA 92606 TRACT NO SHEEP F ��Y.N,/ SCOTT M.WILSON DATE CORPORATION f� KAM MA PHASE F 10�25'Ial o RCE NO.49884 EXP. 9-30-18 T: 949-679-0090 �y����q� 11A 49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE DIAMOND OF g '\\c.4� ENN,,gq�11UA.CP.I`4' �4M�iQr� y SCALE: AS NOTED BENCHMARK: % a 4C c.,.�„o,,, * APPROPRIATE CONDITIONS IT DEVELOPMENT AND/OR CITY AND ►07C�Z - STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK N0.'N RTH OF. rELEV.IN 1RSECTIO BRASS PAF#CWAy C 9AD�VG fl =^,��� 0 O ✓}9 nva �P DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF o�2�O aocM„ � DESIGNED BY: WMC DRAWN BY: wMC 1F CRU\ DATE:4-12-IS DATE: CORYDON STREET AND MIS90N TRAIL 27'EAST OF THE CENTERUNE SHEETS ] BRAD FAGRELL ROL.g43920 CITY ENGINEER EXP.06-30-19 OF MISSION TRAIL. W.O. cQ'�: F.B. FlLF N0. CHECKED BY: MN PROJECT MANAGER: SCOTT M.WILSONysar