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Home My WebLink AboutSummerly DDA Phase D REV 4A, 9B, 10B, 12B & 13A 6e� STREET IMPROVEMENT PLANS LEGEND OF ABBREVIATIONS AND SYMBOLS �i• SpM�' ERNE FOR T.C. TOP OF CURB H HEIGHT SUMMERLY DEVELOPMENT - DDA PHASE D FL GRADFLOWE EEAK N.T. DRIVEWAY GLLE D - EXIST.CONTOUR G.B. GRADE BREAK �I00-� PROP.CONTOUR R.G. ROUGH GRADE C.B. C4TCH BASIN - - RIGHT OF WAY - - LAI(ESHORE pR COON ROAD TRACT NO. 31920-1 F.S. FINISH SURFACE A.C. ASPHALTIC CONCRETE 2% SHEET FLOW RATE INV. INVERT OF PIPE A.B. AGGREGATE BASE -- GRADED SWALE HEMLOCK STREET V.C. VERTICAL CURVE C.F. CURB FACE _�' SWALECENTE�GH POINTS o ss CITY OF LAKE ELSINORE B.V.G. BEGIN VERTICAL CURVE CSP CORRUGATED STEEL PIPE oy COUNTY OF RIVERSIDE E.V.C. END VERTICAL CURVE CONC. CONCRETE Gq BOWLINE MALA R0� CO A'POy B.C. BEGIN CURVE C.Y. CUBIC YARDS FIRE HYDRANT ET LIGHT STATE OF CALIFORNIA E.C. END CURVE ELEV./EL ELEVATION WATER METER P.C.0 POINT OF COMPOUND CURVE MIN. MINIMUM 9, � CATCH BASIN&LOCAL DEPRESSION 97. 1 P.R.C. POINT OF REVERSE CURVE MAX. MAXIMUM -,uv nw EXISTING EDGE OF PAVEMENT P.I. POINT OF INTERSECTION R.C.P. REINFORCED CONC.PIPE E.P. EDGE OF PAVEMENT T YR TYPICAL SPOT ELEVATION CONSTRUCT AC OVER AB LP. LOW POINT # ® H.P. HIGH POINT SO STORM DRAIN LEMON STREET ® B.C.R. BEGIN CURB RETURN DW DOMESTIC WATER REMOVE AC PAVEMENT AND BASE 3 PROJECT - E.C.R. END CURB RETURN SS SANITARY SEWER ® II SITE ® - MO.V.C. MIDDLE OF VERTICAL CURVE RW RECLAIMED WATER -------- 'TRAFFIC SIGNAL CONDUIT '1 / \ O.C. ON CURB t CENTERLINE - Q / �m N RD. BOULEVARD VICINITY MAP AVE. AVENUE NOT TO SCALE i _ L LENGTH ST. STREET J.S. JUNCTION STRUCTURE DR. DRIVE /GENERAL NOTES M.H. MANHOLE R/W RIGHT-OF-WAY - 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 �� I ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR \ INDEX OF SHEETS NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES _ - /,�(�� '� SHEET NO. g T PLAN DEBCFTpry OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR 1 TIRE SHEET_ \� a REPLACED TO THE SA77SFACIION OF THE GOVERNING AGENCY BY THE -CONTRACTOR AT IS EXPENSE. 2 STREET SECTIONS &CONSTRUCTION NOTES H �•'�- 3 CONSTRUCTION DETAILS 2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS,STANDARD i/ 4 DIAMOND DRIVE STA. 48+32.78 TO 56+00.00 SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING ] OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE 5 DIAMOND DRIVE STA. 56+00.00 TO 62+41.90 FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. ` `� �� 1 - -� + 6 VILLAGE PARKWAY STA. 23+11.40 TO 29+00,00 3 THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS 7 VILLAGE PARKWAY STA. 29+00.00 TO 32+93.4� PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(909)674-3124 EXT.247 BETWEEN THE HOURS OF 9.00 AM.TO 4.00 P.M.MONDAY THROUGH FRIDAY. s� - - --�r- I I 8 SIGNING AND STRIPING PLAN -� 4. CONTRACTOR SWILL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS g STORM DRAIN LINE "H" STA. 10+00.00 TO 19+00.0¢ -� " � / � - TRAFFIC MANUAL AND WA.T.C.H. MANUAL AT ALL 77MES DURING CONSTRUCTION AS 10 STORM DRAIN LINE "H"STA. 19+00.00 TO 26+00.00 & APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL _ + I STORM DRAIN LATERALS "B32A"& "8328" 3 REWIRE IMMEDIATE WORK STOPPAGE. o ' 4• - 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITYTO HAVE ARESPONSIBLE - _ 7�C �, / 11 STORM DRAIN LINE "H"STA. 26+00.00 TO 31+70.91 REPRESENTATIVE AT THE JOB SITE AT ALL 77MES DURING CONSTRUCTION. " - ' ' ' ' + / i 12 STORM DRAIN LATERAL PROFILES 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE - - � i%� � ' � - -- 13 1 VILLAGE PARKWAY-PARKWAY GRADING - NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL N07IFY ALL UTILITY eP - COMPANIES INVOLVED AT LEAST HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA.)AT •0 •-��.0- 1-800-227-2600 AT LEAST 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 INFORM CITY OF LAKE ELSINORE OF CONSTRUC77ON SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. - - 8. ALL UNDERGROUND FACN77ES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, _�• 0 ELECTRICITY,GAS,AND DRAINAGE FACILITIES 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER 7 - I I �8 TRACT BOUNDARY ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND \� ELEVATIONS VERIFIED PRIOR TO CONSTRUC770M THE ENGINEER Of RECORD SHALL BE - e N077FIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE ENGINEERS NOTICE' - - IN THE FORM OF"AS-BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR ' TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON • x- + PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND �- - - 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION EXTENT, THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE -->- -. SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. IMPROVEMENTS HEREON,AGREES 70 ASSUME LIABILITY AND HOLD THE CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF ENGINEER HARMLESS FOR ANY DAMAGES RESUL77NG FROM THE EXISTENCE OF _ - i N LEGEND THE PROJECT BEFORE ACCEPTANCE IS GRANTED. UNDERGROUND U77L77ES OR STRUCTURES NOT REPORTED OR INDICATED ON - - PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR - � + 11 _ 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE RECORDED LOCATION THE CONTRACTOR IS REQUIRED TO TAKE DUE - `�-_- / ( � 0 ::1 -STREET IMPROVEMENT SHEETS WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES, CONTRACTOR/DEVELOPER MUST PROVIDE THE C17Y ENGINEER WITH A CERTIFICATE OF SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONCERNED BEFORE STARTING WORK. _ - -STORM DRAIN IMPROVEMENT SHEETS CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR $ 13. STREET LIGHT STANDARDS FOR ARTERIAL STREET SHALL CONFORM TO CI7Y OF LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL DE LAKE ELSINORE STANDARDS No.502&FOR RESIDENTIAL M IAL STREETS SHALL CONFORM TO CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY NCI /1 _ 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 ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS ENGINEERS NOTICE' DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. SOILS ENGINEER: OWNER: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND SPECIFIG47ION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE SOILWORKS, INC. MCMILLIN SUMMERLY, LLC COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR EARTH SCIENCES GROUP p750 WOMBLE ROAD, SUITE 200 ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS 350 FISCHER AVENUE CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH COSTA MES4, CA 92626 SAN DIEGO, CA 92106 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL (714) 688-5600 T. (619) 794-1252 WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD pUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY F. (619) 336-3010 ALLEGED,IN CONNECTION DATA THE PERFORMANCE OF WORK ON THIS PROJECT THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR www.soilworksinc.com . EXCEPTING FOR LIABILITY BIDDING FOR CONSTRUCTION 7Y ARISING FROM THE SOLE NEGLIGENCE OF THE �n('� � ' B/!7/IS OWNER OR ENGINEER. REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY:# CITY OF LAKE ELSINORE - - eROTEss1 9 CORPORATE PARK, SUITE 100 WiL50N MIKAMI /29 /S IRVINE, CA 92606 TACTp'T SHEEP SCOTT M.WLSON DATE CORPORATION T: 949-679-0090 SET IMPROVEMENT PLANS DDA PHASE D DIAL TOLL FREE ? RCE NO.49884 EXP. 09/30/16 A '' 1-Soo-zz7-zs00 y No.49884 A TITLE SHEET of I 1 nr�Ensr Two�� * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WTH THE SCALE: AS NOTED BENCHMARK:e.o.osaoi+s A APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS N7 y� 9 BEFORE YOU DIG sl "'� �Q STA WS,. ND:A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF GNED BY: NMC DRAWN BY: WMC 9lF CA��F [:l�/iU/G ��(o�/S DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE SHEElS DESI `I CHECKED BY: MTM PROJECT MANAGER: SC07T M.WILSON KEN RUKAVtllkt.-RCE CITY ENGINEER //Z /S OF MISSION TRAIL W.O. FOR: F.B. FILE NO. T� WEST FAST SIQrM AND STFFM NOTES ESTIMATE OF � OUANITTES R/W R/W fL f0 PAINT 4"DASHED WH17E LANE LINE PER CALTRANS STD.PLANS,PLAN NO.A204,DETAIL 9. 1,545 L.F. LANDSCAPE I NO PARK( ALLOWED 1 76 R/W R/W 10 PAINT B"SOLID WHITE CHANNELIZING LINE PER CALTRANS STD.PLANS,PLAN N0.A20D,DETAIL 38. 645 L.F. I 1 LANDSCAPE 72' (R.O.W.) 10 PAINT 6"SOLID WHITE BIKE LANE LINE PER CALTRANS STD.PLANS PLAN N0.A200,DETAIL 39. Z410 L.F. LOT i6' 33' T T 33' i6' LOT 18, PARKING ALLOWED 18' MAINTAINED MAINTAINED BY H.O.A. MEDIAN BY HO.A, VARIES( 5'VARIES18, 18, VARIE 5' 1 VARIES 10 THERMOPLASTIC"STOP"PAVEMENT LEGEND PER CALTP4NS STD.PLANS,PLAN NO.A24D 2 LA IK AN 1N 1N 1N 6' 1 LANDSCAPE( S PW PW SW (LANDSCAPE i BA1� LANE LANE LANE LANE LAIN i AREA AREA 10 INSTALL SIGN PER CALTRANS STD.AS NOTED ON PLAN 64 EA MAINTAINED MAINTAINED f0 NOT USED BY H.O.A. BY H.O.A. f0 LANE DROP AT INTERSECTIONS PER CALTRANS STD.PLANS,PLAN NO.A20C,DETAIL 378 125 LF.I I 1 0.78'TIP. 1 2%MIN. 2%MIN. NOT USED �- kl, 129 2% 2% _—___ 2% 2% 2�121 20.02'71P. 29 2 10 THERMOPLASTIC TYPE N ARROW PER CALTRANS STD.PLANS,PLAN N0.A24A 10 FA. S'WIDE MEPNDERING - 5'WIDE SIDEWALx® 11 PAINT DOUBLE YELLOW STRIPE PER CALTRANS STD.PLANS,PLAN NO.A20A DETAIL 22. 950 LF.5'WIDE SIDEWALK {. E'TYPE A-6 CURB&B'TYPE fl4 CURB SIDEWALK B°TYPE A-6 CURB GUTTER PER COUNTY OF RIVERSIDE NOT USED - * PER Cm OF 3 Or TYPE A4 CURB&GUTTER OGUTTER PER COUNTY OF RIVERSIDE O a TYPE A-8 CURB&GU ER PER COON OF 1 cm STD.g2ao cR STD g200 11 PAINT"BIKE LANE PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN N0.A24D i 1 EA. COUNTY OF RIVERSIDE O PER Cm OF STD,g204 RIVERSIDE STD.g201 3 T A.0/C A.B.(MIN. COUNTY OF RIVERSIDE STD.g201 5 S AC./E'A.B.(MIND 17 TO BE DETERMINED i 1 PAINT 6"LASHED WHITE BIKE LANE LINE PER CALTRANS STD. PLANS,PLAN NO.A20D,DETAIL 39A 1,960 LF. OTO BE DETERMINED .5 A.C./E'AB.(MIN. BY SOILS ENGINEER BY SOILS ENGINEER TO BE DETERMINED� 11 PAINT 4"SOLID WHITE STRIPE 500 LF BY SOILS ENGINEER 5 11 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.400A,400B,AND 402 8 EA. DIAMOND DRIVE T.L=8.5 VILLAGE PARKWAY T.1.=5 N.T.S. DESIGN SPEED=50 MPH N.T.S. DESIGN SPEED=30 MPH 11 PAINT BIKE LANE ARROW PER CALTRANS STD.PLANS,PLAN NO.A244 11 FA. 11 PROTECT IXISTING SIGN OR STRIPING ( *NOTE SIDEWALKS ADJACENT TO TRACTS 15 31920-17, 31920-18,AND 31920-19 11 THERMOPLASTIC 12"LIMIT LINE PER CALTRANS STD.PLANS,PLAN NO.A24E 20 LF. I§ (WEST SIDE)ARE SHOWN FOR REFERENCE 11 ONLY. THEY WILL BE CONSTRUCTED PER INSTALL BLUE REFLECTIVE MARKERS PER CITY OF LAKE ELSINORE STD.NO. 422A&422B"BLUE DOT'TYPE 1 6 EA. A SEPARATE PLAN AFTER THESE TRACTS HAVE BEEN ROUGH GRADED ESTIMATE OF X STFIEET PLAN OCINSTFUP710N NOTES OUANiiT1E8 7o-CONSTRUCT TYPE A-8 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO 201. 2,410 L.F. 0- TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200. 1,710 L.F. o-CONSTRUCT TYPE 84 CURB PER COUNTY OF RIVERSIDE STD.NO 204. 1,340 L.F. ®--NOT USED - S.F. SO-CONSTRUCT 5.5"AC.OVER 6"AB.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 101,550 S.F. ©—CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311,CASE"C". 8 EA. To-CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY SID.NO.209 �O ..lr 9 S.F. B —CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 I 20,200 S.F. go-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 214B,AND DETAIL ON SHEET 3 Co .i9' EA. 10 NOT USED - EA. 11 NOT USED - EA. 12 CONSTRUCT TEMPORARY BARRICADE ON SKIDS 7 EA. ',. 13 REMOVE 84RRIC40E 2 EA, 14 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501 (9,500 LUMENS) 5 EA STREET LIGHT LOCATION PER DETAIL ON SHEET 3. 15 CONSTRUCT MEDIAN TAPER PER CITY OF LAKE ELSINORE STD. 127(TRANSITION LENGTH PER PLAN) 4 EA. i6 CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311,CASE"B". All" 2 EA. 17 CONSTRUCT 3.5"A.C. OVER 4"A.B.PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS ^0V`P-*it"e S.F. '. 18 INSTALL IRRIGATION SLEEKING PER SEPARATE PLAN NIA 19 CONSTRUCT 8-ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STD.NO 207 330 LF. 20 INSTALL 3°(MIN.)GALVANIZED RIGID STEEL CONDUIT PER STATE STD.SPECIFICATIONS FOR TRAFFIC SIGNAL - LF. 21 INSTALL 5"TRAFFIC SIGNAL PULLBOX EIL k22 FUTURE SIDEWALK PER SEPARATE PLAN N/A 23 CONSTRUCT STREET LIGHT PER C17Y OF LAKE ELSINORE STD.502(22,000 LUMENS) 12 EA. ¢bEQ,QRpV�"a �,,,4 SO STREET LIGHT LOCATION PER DETAIL ON SHEET 3. V6MEl PTtn` _ 24 CONSTRUCT RETAINING WALL TYPE I PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD 135 LF. DyF �� GpN GRkt� f�►�T�ST 3 SAWCUT AND REMOVE EXISRNG SIDEWALK CwA Gx«,NSv�� er"p, NO' V�I� T D ` 26 CONSTRUCT CONCRETE DRIVEWAY APPROACH(COMMERCIAL)PER RIVERSIDE COUNTY STD.NO.207 1 EA. ¢ f.V M R _ '�NP�� 27 INSTALL 2°(MIN.)GALVANIZED RIGID STEEL CONDUIT PER STATE STD.SPECS FOR TRAFFIC INTERCONNECT - LF. P�wT4 CONSTRUCT 4"THICK MLU4W CONCRETE DAMS COLORS PALOMINO/5447 2,700 S.F. dD ESTIMATE OF STOFNA DRAM OONSTRUCIM NOTE$ 51 CONSTRUCT IT RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 570 LF. 52 CONSTRUCT 24"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 160 LF. 53 CONSTRUCT 30"RCP(D-PLR PROFILE)&BEDDING PER RCFC&WCD STD.NO.U815 - LF. CONSTRUCT 36"RCP(O-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 416 LF. 55 CONSTRUCT 21"RCP(O-PER PROFILE)&BEDDING PER RCFC&WCD STD. NO.M815 110 LF. 56 CONSTRUCT 48"RCP(O-PER PROFILE)&BEDDING PER RCFC&WCD STD. NO.M815 1,592 L.F. ' 57 CONSTRUCT JUACDON STRUCTURE N0.2 PER RCFC,&WCO STD.NO JS227 LA g t EA. '.. 58 CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD.NO.MH251 2 EA 59 CONSTRUCT JUNC71ON STRUCTURE N0. 4 PER RCFC&WCD STD.N0.JS229 2 EA. 60 CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD.NO.U816 2 EA. E 62 CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.MH252 3 EA. !�! ,� GotL� ¢,o�-c��` prysNEET ►'� EP o-CONSTRUCT MANHOLE NO. 4 PER RCFC&WCD STD.NO.MH254 3 EA. CONSTRUCT CATCH BASIN N0. 1 PER RCFC&WCD STD.N0.CBIOO 10 EA. OCON MARKED"NO DUMPING,DRAINS TO LAKE"WITH DIAS MANUFACTURING I 3"x 5 1/4"DURACAST STORM DRAIN MARKER �E 1?�° 65 INSTALL CUP RISER PER DETAIL ON SHEET 3 3 EA ��`,DTIop-rl ON 04 3's � 6fi CONSTRUCT TEMPORARY HEADWALL PER CILIRANS STD.N0. 0868 \\1 EA. I, NIVD L.f 67 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 1,2J0" S.F. -pb,NTS 'QtLAQR_-TD CAn�STR JGT\o1J CONSTRUCT TEMPORARY CUP 14 GAUGE&BEDDING PER RCFC&WCD STD.M815(SIZE PER PROFILE) 90 L.F. 69 REM vt 1'ORf10ll OF•KI5T@IG-'tPe-PYE B13elwdE tlrlE 70 CONSTRUCT TRANSITION STRUCTURE N0.3 PER RCFC&WCD STD.NO.TS303 �' 1 EA REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED 8Y: CITY OF LAKE ELSINORE 4 9 CORPORATE PARK, SUITE 100 D eRoluSs�l � Z9�3 wILSON MIKAMI IRVNE, CA 92606 TRACT NO.319201 SHEETe� ! SCOTT M.WILSON DAIS CORPORATION STREET IMPROVEMENT PLANS DDA PHASE D RICE NO.49884 EXP. 09/30/16 T: 949-679-0090 STREET SECTIONS AND O H No.49eaa s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK: SCALE: AS NOTED �+�p u * Exp 09/30/18 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS CONSTRUCTION RUCTION NOTES 13 sl9l crvic �T STA /A�,N�S,N,D A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF MZwr, �o�.o n"a oo DESIGNED BY: WMC DRAWN BY: WMC F DT CALIF L�"''7v� �I-(o-/i. DA ' CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE SHEETS N v CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON Klki 'PIMA,RCE CITY ENGINEER ( Z9 !$' OF MISSION TRAIL W,O. FOR: F.B. FILE N0. REINFORCED CONCFEM CONSTRUCTION NOTE (j GEOTEXTILES SPECIFICATION when handling any fabric. Fabric may be unloaded or handled In one other Stitched for Nonwoven Fabrics with a Grab Tensile Strength greater 0 erlops at the ends of rolls shall be In the direction of the aggregate 1. STRUCTURAL CONCRETE SHALL BE CLASS"A". following ways: than 90 lbs.or Woven fabrics with a Grab Tensile Strength greater placement with the previous roll on top. 2. DIMENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 3"CLEAR UNLESS OTHERWISE SHOWN. DEFINITIONS a 0y Dlacln than 200 lbs. If the fabric is overlapped,the upstream or higher panel g sl ings under the rolls;or shall overlap the downstream or lower panel. When stitched,the seem shall When fabric Intersects an existing area,the fabric shall extend to the edge 3. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VER71CALLY ON THE PROFILE,AND PARALLEL TO Geotextile. Synthetic fabric used In civil engineering applications serving 2) By using a pole Inserted through a hollow care,provided the pole have seam breaking strength of not less than 801 of the mlnl-m required of the old system and the end of the fabric shall be anchored. j The primary function of separation,filtration,and pavement reinforcement. fabric strength. The size and composition of the stitching material antl OR AT RIGHT ANGLES(OR RADIAL)TO CENTER LINE T CONDUIT ON THE PLAN EXCEPT L OTHERWISE SHOWN. an handling 1 toot ces are beyond each end of the core,and lifting g On pavement subgrade,fabric widths shall be selected such that overlaps an located outside are attached to only that portion of The stitching pattern shah Re approved by the Engineer. The Stitching yarn 4. LONGITUDINAL STEEL SWILL RE LIPPED 45 84R DLUIETERS AT SPLICES,TRANSVERSE STEEL SWILL�'TAPPED 45 LLW 0I4LIEiERS AT SPLICES. poly r y1 aeata t as shall consist o{long chain.shall be s abamaents of pole bcotea outside the ends of the core;or shall be of a contrasting color. of parallel rolls occur at the centerline and c lane lines. Overlaps shall not pwyproylen9,polyester,or nylon. The fabric shall be a stable network of 3) By hand. be placed along anticipated main wheel path locations. The base aggregate 5. TRANSVERSE CONSTRUCTION JOINTS SFIALL NOT BE PLACED KTM/N 30 INCHES OF MANHOLE OR JUNCTION SIRUCNRE OPENINGS. fibers which retain their positions relative to each other. Anchoring of the fabric at terminal ends and top and bottom of the slope shall be placed on the fabric In such a manner that wheel rutting of 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SWILL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS KILL shall be accomplished through the use of key trenches or aprons as shown oggregate over the fabric is emited to%21nch. Lightweight dozers shall be BE PERMITTED.TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RAD14L TO THE CENTER LINE OF CONSIRUC71ON. Woven aeotextiles shall consist of loop chain polymeric Yarn of am lypr GEOTEXTILES FOR DRAINAGE shown on the plans. If the geotextile Is Dloced in a vertical direction on used If necessary. Equipment shall not be allowed directly on the fabri. slltfilln tapes y multiThefabr Of tale and nonwoven yarn of polypropylene, the slope,there shall be no end joints between rolls. polyester or nylon. The fabric shalt be oven Into d staple network ntl T�rench Or I s. Geotextiles for Trench Drains shoe De Dloced in accordance 7 THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-IMF INCHES FROM the edges of the fabric shall be solve ad or surged In suc a way that w tith he fo�lowin9 Provisions. Before covering, the condition of the fabric should be observed by the The fabric shall be secured with Dins Plocatl on 6-toot centers at the mltl- the Pobric will not unravel or fray during installation or usage. engineer to determine that no holes or rips exist In the fabric. All such THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURE DETAILS. Piggy. Fabric aholl De Dloced In the trench occordin0 to the protect point of the overlaps antl along.the top edge of the slope. Spacing of occurrences shall be repaired by placing a new layer of fabric extending Diana. TThhe fabric shall be Placed loosely and seated firmly Into the corners. pins shall be reduced to eliminate tearing of the fabric. Pins shall be a beyond the defect in oil directions o distance equal to the minimum overly IiB� 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. Physical Properties. Geotextiles shall meet the requirements for the type If heat bond taDrla is used,the banded side shall De placed to the inside minimum of 12 inches long or of sufficient length to prevent Din movement. overlap required for adjacent rafts. ry 9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON Indmatea m+nil rails an pope 7. P nq of the trench and the fuzzy side shall face the outside of the trench, The outer stone cover shall be thick enough to completely prevent Dene- Itlentificato p Geotextiles shalt De furnished In rolls wrapped with protective ve against the native soil. Overlapping,r oat Contractor's shall e o minimum by la 12 tratlon of sunlight,unless a bedding layer of o GEOTEXTILES FOR PAVEMENT FABRIC THE DRAWING WHREOUT APPROVAL OF THE ENGINEER.NO MORE THAN TWO SPLICES WILL BE PERMITTED inches. Do ed fabric shall be repaired at Contractor's expense by placing g aggregate pentacles greater cover to protect them within 8-hours radiation one d got ec Torn ^� Pa In size than the openings.�the outer stone cover is installed first. IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. wrappers shall be repaired within 48-hours using on approved protective new fabric over the damaged area that nests the overlap requirements. Geotextiles for povelrent reinforcement shall be placed and poltl for in covering. Each roll of fabric shall be marked or tagged to i entify the Equipment or vehicles shall not be operated on the fabric. Damaged fabric accordance with Subsection 302-7. 10. CONTRACTOR TO PROVIDE ONE FOOT MINIMUM CLEARANCE BETWEEN THE STORM menu{acturar,type,length,width.and Oroductlon identification number. Fabrics shall be covered as soon as possible after being placed,but not - shall be repaired at the Contractor's expense by placing new Fabric over DRAIN LINE WHERE SHOWN ON PLANS. later than three(3)calendar days after Placement. Fabrics left uncovered the damaged area in a manner that nests the overlap requirements. Sampilnq and Test Compliance. A laboratory shall be maintained at or near for more than three(3)calendar tlays shall be removed and rejected. USAGE the point of rtanufacfure fo ensure quallti,control In accordance with ASTM Trench sides one base shall be excavated to provide a snaoth.-face free Fabrics shall De covered as soon as possible after being placed,but ohot ve MRy F Ay�� and other applicable testing procedursa The laboratory shall be roved of obstructions and debris. later.than three(3)calendar days after possible after Fabrics left uncovered following are the normal usages for each Type fabric. Special conditions may VOMA�1�1 IR/�G by the Engineer. The laboratory shall maintain records of Its'qualty control for more than three(3)calendar days shall be removed and rejected. require a determination by the design engineer. results. After placement of the granular fill.the two edges of the geotextile Mepsuremen+and Pavrtent, Measurement and THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST A manufacturer's certificate shall accompany the shipment and be delivered protruding at the top of the trench shall be overlapped one foot an to of payment shall conform to Subtlrains - Type I nonwoven taDric D Subsection under'Geotexliles'and Drolnage'. BE INCREASED TO PROVIDE A MINIMUM OF 2 INCHES OVER THE REINFORCING WHEN THE To the Engineer prior to Installation. The certificate shall inclutles (w name the granular fill,and then soil or other naterlals required by the project Silt fence - Type I woven fabric of manufacturer; UP)chemlcol composition;-(0)product description;(d)lot plans,shall be comipacted in the trench to the required grade. GEOTEXTILES FOR SEPARATION Separation - Flood Control Channel: EXCEEDS 30 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE unit is 600 square Yards or one roll,whichever is less. A lot is the units Measurement and Payment. Geotextiles shall be measured for Payment Dy the subgrotle Enhancement. Geotextiles for subgraae enhancement shall be Type I nonwoven fabric on top of grovel blanket. FC=5,000 PSI AT 28 DAYS. produced by c single machine on q single shift without Interruption but not square yortl o aDrlc placed,not Including why atldltional fabric for overlaps I Dace inp pce in a der g2 wwith the following provisions. Type II nonwoven fabric o to exceed 1,000 units, The number of units tested within a lot shall be equal or splices. Payment shall include compensation for labor,sa n top o soft native soil. terial,equipment, Type III nonwoven fabric top f loose, Live overlaps.and performing all operations necessary to place the fabric Placement. During grading operations.care should be taken not to disturbmucky to,but not less than,the cube toot of the units In that lot(fractions accordingto the Plans and specifications. or scarify the sub native soil. of a number to be rounded off to the next higher whole higher nureber). P p o atle. This may require use of lightweight dozers,etc., for low Strengths 113 such as saturated cohesionless or low cohesion Soils. unless a greater number of tests are required by these or other applicable - Roadway Section: GEOTEXTILES FOR EROSION CONTROL Type I woven or nonwoven fabric an top of firm R/K' STREET tJ,(y{t STANpgRp It's.specifications, r o each unit of 8 tests shall be performed la each of the be less Once the subgrotle along a pars ulor segment of alignment has been directions for each he tested. The average a mire l lulls l b not be lass Bonk and Shore Protection.wi Geotextiles for bank and snore Protection shall prepared the geotextile shall n unrolled in line with the placement of new material. than specified. In the event of any failure,the entire lot will De rejected. be Placed(n accordance with the tollowinq provisions. I aggregate. The fabric should not be dragged across the subgrotle,and Type 11 woven or nonwoven fabric on top of soft the entire fabric should be placed and rolled out as smoothly as possible. saterial. Steroaa and xandltno- Fabric shall be stored on clean.dry surfaces,free of Placement. Prior to placement of fabric,the Contractor shall construct a Type III woven or nonwoven fabric on top of loose, foreign substances such as grease,oil,paint,epoxy,cement or any other subgrotle in accordance with the plans and speclfications. The fabric shall be Parallel rolls of fabric shall be overlapped 18 Inches or sewn if required by mucky material. SIDEWALK(TIP.) substances which would have a deleterious effect on the fabric. When Placed loosely,(not in a stretched condition).11wed,and placed in a manner the plans or specifications. Bank protection - Type 11 nonwoven fabric below riprop. I 2%� CURB FACE stored in outdoor areas,fabric shall be kept i footini mum Wove e ground tit to minimize wrinkling. Adjacent borders and ends of fabric shall be over- The fabric shall be secured wMh Dins Plocetl on 6 foot centers a+ The antl- level. The Contractor shall keep the fabric In its' IODPeO a minimum of 18 inches or stitched when using It is ready for Installation. Opened rolls shall be covered by a waterproof 9 Nonwoven fabrics with g polM ofi all overlaps and at the edges to malntoin them tluring construcibn Shore protection - Type III nonwoven fabric below shore armor. cover. No hooks.tongs,or other sharp tools or instruments shall be used Grab Tensile Strength of 90 IDs.or Woven fabrics with a Gran Tensile Strength activities. Spacing of pins shall be reduced If necessary to ellmdnate iii of 200 lbs.or less. Borders and ends shall be overlapped 36 inches or tearing and movement of the fabric. - ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD.jPLAN ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY O STD. PLAN Approvt0 .+nH--/S-S/ nonre.eo //-/S-9/ ea�¢C //-/S-9 1 STREET LIGHT LOCATION�„Y1 1808 -° 188 �°°°°e° "'tea` /RI/� Z .-' 11 row ants a-NQ Mvwe Ins W-IM t-ttm Ru.u-Iwz Re"u.s R.s.W-IMI /w N,TS It"f A.7' _ Reopisq Rse.M-Nt2 Re ea,Res.9FHN ill VI}[ se,Atq met.84H92 RavYaa Ms 86-IN4 9e-LHq 91-Nei 18lA 8 GEOTEXTILES GEOTEXTILES V1IVVVV VRV/V sxr.1 DF 5 SHT.2 5 GEOTEXTILES sHT-3 of s GEOTEXTILES S. 4 of s #4 REBAR 1 TABLE OF MINIMUM TEST RESULTS WELDED - TYP. .NON-WOVEN WOVEN TYPE I 11 III PAV'T. I II III IV - REINF. '/a" x 2" STEEL STRAP PROPERTY TEST REFERENCE 7, RESIDENTIAL WITH je" x 6" BOLT GRAB STRENGTH- ASTM D 4632-86 90 180 280 90 90 200 270 200 2' COMMERCIAL lbs.Min. GRATE ASSEMBLY 40 FIRE HYDRANT LOCATION ELONGATION.(at peak load) ASTM D 4632-86 50 50 50 to 25 25 25 25 EVMWD STD. W-7 SIDEWALK(7YP.) Z,Min. 100 2% CURB FACE _ ADJACENT PUNCTURE STRENGTH, FINISH GRADE .... . SEE DETAIL ABOVE lbs.. s bin PERMITTIVITY. ASTM D 3787 45 N 110 N/A 30 7e ell 100 - TG ELEV ASTM D 4491-85 •7 .7 .7 N/A .02 .02 .82 .04 PER PLAN o Sec-1.Min. CMP RISER 1-y' DIA." ST STRENGTH, ip SIZE PER PLAN O HOLES, 10-12" O.C. - Pal,Min. ASTM O 3786 180 320 400 N/A 200 400 500 400 FIRE HYDRANT LOCATION ,r AND STAGGERED N.T.S. 2i PROVIDE GRAVEL PACK LOCATION LOCAT 1/2"PIA.) AROUND TOUGHNESS, Z Elongation 5,500 10.000 15.000 N/A N/A N/A N/A N/A TO PREVENT SEDIMENT FROM ENTERING 9.f 2' MIN. RISER TO ABOVE HOLE IONN lbs.,Min. Grab Strength TANDARD GALVANIZED ULTRAVIOLET RESISTANCE, CONNECTION BAND 70/ 70/ 70/ 70/ 70/ 701 70/ 8" MIN. TO 12" MAX. V.Str.Retained/ ASTM D 4355-84 N/A /500 /500 /500 /500/500/500/500 Weatherometer Hrs. `D RAMP 311 D WEIGHT,OZ/sq.Yd. N/A N/A N/A t00 N/A N/A N/A N/A =PLAN CS' STD. CSP 3" GUNITE FABRIC THICKNESS,MIS N/A N/A N/A to N/A N/A N/A N/A TEE 8" 6"x6"-W1.4/ I I (G I 50 MIN. 1.4 W.W.M. p, Q "Minimum roll average in the weakest principal direction. 0 Z Z ZJ CONCRETE COLLAR " g N �- I I W O PLLAN PER a W r ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN /��,,,�„s/�/ �/ CURB AND GUTTER SET TEE SECTION IN YET n -�+Q-)-- Q+ Q - "00'°" wa.zdn.ms lO � PROPERTY LINE PER PLAN CONCRETE FOOTING & . �V Lt.,Ree._.N --Ma._6 BB- ;ehNN O CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSNORE TROWEL INSIDE TO DRAIN I ANCHOR BLOCK MIN, 5 SACK C.Y. G GEOTEXTILES $HT.5 OF STD. NO.214B AND DIMENSIONS PER THIS DETAIL b CONCRETE OR METHOD APPR VED 5 BY BUILDING OFFICIAL PLAN TRUNCATED DOMES PER R=25'OR 35' OCR DETAIL HEREON CMP RISER DETAIL (privately maintained) MIN. MAX. TRUNCATED DOME DETAIL 4'MIN• N.T.S. D 1 5/8" 2 3/8" i SIDEWALK PER - �p EXISTING PAVEMENT NEW PAVEMENT PLAN � h E 5/8" 1 1/2" ----F CURB AND GUTTER - FLOW LINE HT CLASS OR F 7/16" 3/4" 5'OF VARIABLE "�1' CROSSWALK HEADWALL PER OTHERWISE NOTED ON PLAN DETAIL DEPTH COLD PLANE MIN. K�on�- QQ QQ G 7/8" 1 7/16" EXISTING EDGE �JGAND OVERLAY OF PAVEMENT o ON TES:LELEVATION PLACE TRUNCATED DOME DETECTABLE- - WARNING TEXTURE IN THE LOWER 24" OF 0.1-1 MIN ' GEOTEXTILE FILTER FABRIC PER THE THROAT OF THE RAMP ONLY. o $£{+'� A A O.C.EM.A. STD. 1808 SEE HEREON � 1 GHT CLASS OR ARRANGE DOMES USING IN-LINE PATTERN (UPON APPROVAL OTHERWISE NOTED ON PLAN ONLY AS SHOWN. COLOR OF TEXTURE OF INSPECTOR) (COATING) SHALL BE SAFETY YELLOW IN NOTE: DIMENSIONS X=6'-8"AND Y=8'MIN. UNLESS OTHERWISE SHOWN ON PLAN 0 O oOQ COMPLIANCE WITH ADA SPECIFICATIONS. ACCESS RAMP DETAILO p� �p 0 SAWCUT AND JOIN DETAIL N-T.S. TRUNCATED DOME DETAIL N.T.S. A p 13 A N.T.S 4J06 bV 6/17 //5 _ o o REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED eY: /` 9 CORPORATE PARK, SUITE 100 CrI Y OF LAKE ELSINORE �QO � ESS/ m D pAN Qy / WILSON MIKAMI TRACT NO.31920-1 lT� �0 1 0j/o SCOTT M.N7LSON DATE CORPORATION IRVINE, CA 92606 �Er IMPROVEMENT PLANS DDA PHASE D SHEET RCE N0.4WILS EXP. 09/30/i6 W T. 949-679-0090 3 PER PLAN ti H No.aseea THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE; AS NOTED BENCHMARK: DETAILS OF ip APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS isl RIP RAP PAD DETAI J,, a vlu STA2�jj WS, ND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF s, e 0 0 �� 0 0 ? aF cauE l / / SHEETS N.T.S. ga2wvAlAAnglwhwbAdwhae DESIGNED BY: NMC DRANK BY: N?AC 7 6/� DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON RUKAVIAI ,RCE WCITY ENGINEER //'Z- /3- OF MISSION TRAIL W.O. FOR: F.B. 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OF I tw sm imw er � r r r r• , r , e see r ,iffil owl � �F �� 'i • L�� • � �� ,,��• _ li ® r r r r• e r err t''ffl� 11 •weer ee y,��%° 'e�'�!� dP �` ' _`•,�,�►, 7�:,,, �� V ®� ®ir�'J��:��` r• r r. ••r. r •a• r r r r e '�w'�j�'© '�i•- ew.�:. e' i��.�` �. � •' �� ' ,. , r r.r: r .r. t:!!��_ r'r :r r e e e ® .• i •nor+_.��7e?7 ,� � �.\��1� o cr3,� �/-� `i,fib ��n��►► � _ _ .S 1 � / 115 WORK 07fiR Mon mill MEMO MIIMIM - 1' • ILIMEMOMMEMS r rf RM • . • • . -, Ojkl80U 2r27 2600 . . 4. rrerrra ' ' er r .I f fl II II �i i� I II I Ij II� - l 4 it PROFILE HORIZ. 1" = 40' VERT. 1" = 4' 48 49 50 51 52 53 54 55 56 CURVE TABLE � 7ri _0 7 3 1J2JJ-l8 � � �� CURVE LENGTH RADIUS DELTA TANGENT 1 T 1 �f RAN� c�i Ci 510.36 1600.00 t816'33" 25736 5 \ti6� > >No PQo\2 \�690 \�69p N om „�Na Oi -CONSTRUCT TYPE A-8 CURB AND GUfiER PER COUNTY OF RIVERSIDE STD.NO 201. CT 125.66 40.00 i80'00'DO" INFINITE _ \ti6� Q' 15 m Q 6�j 23 P +N P om� W QP�/ QPO' Y3 �:... ^rosin O3 -CONSTRUCT TYPE 84 CURB PER COUNTY OF RIVERSIDE STD. NO 204. fJ 44.79 1640.00 t'33'S3" 21.40 � `� � + + CI 88.74 1560.00 J P 15 N 3'15'33" 44.38 r> I� J 2 \�6 Q 3 ?may chi rn h w So-CONSTRUCT 5.5"A.C. OVER 6"A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS \ \ !^�r TRANSITION p m O o rn Q �„�=oS vi• "+> + :f ,c_' 7 y 6�CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311,CASE C6 56.19 35.00 91'59'30` 36.24 \ti6� 2 N c�D + a 1 7 - 7o-CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY SID.NO.209 \ 56.19 35.00 91'S9'30` 36.24 (~ $ 8a-CONSTRUCT SIDEWALK WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 CE �\ \ � �o o �'{' _-�-'' - -- -- � - C9 190.08 1640.00 63827` 95.15 yi o N v +„ _z- - _ _ ___ _____ -__ 9o-CONSIRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 2146,AND DETAIL ON SHEET 3 1 305.28 1560.00 11'12'44' 153.13 ---- i om�ys\ \ " +�'�,o "o_' 12 9 -- - -.. .- 12 CONSTRUCT TEMPORARY BARRICADE ON SKIDS ,. w _ 1 u+ 6 '� 18 ^` _ '_�-- 9 -- 15 CONSTRUCT MEDIAN TAPER PER CITY OF LAKE ELSINORE STD. 127(MANSITION LENGTH PER PLAN) i 80.93 1640.00 74939` 40.47 \ \\ �y mS`7 mp � T 12/ A=o o - p � ,rc, 1 5 1 "'� H 5 "� T Lu Z 1400` CONSTRUCT 3.5 A.C.OVER 4"A.B.PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS - 17 i 54.98 35.00 gO'oo' 35.00 \\\ \\ \ti6� "+ m m R, - - 3 N16'45'00"W J$0 18 INSTALL IRRIGARON SLEEVING PER SEPARATE PLAN I 0 o z 19 CONSTRUCT 8"ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STD. NO 207 - o i 54.98 35.00 g0'oo'00" 35.00 a\ �f\\ \P = - 1 _ CI =e w \\\ - 28 y (�2 xFUTURE SIDEWALK PER SEPARATE PLAN i 21.99 700 180'00'o0` INFINITE 1 21.99 7.00 180'00100" INFINITE ��\\\ o\ 9 ✓ -I-,,,`�+„ 23 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.502(22,000 LUMENS) 45.12 1607.00 1'36'31" 22.56 \\1�'�� ,j ✓m 5O --_- - 8 STREET¢- -_-_- --- ------ --------c--- --1 ------ C " STREET LIGHT LOCATKNJ PER DETAIL ON SHEET 3. 2 L I 44.73 1593.00 1'3631" 22.37 ,'=;< �- 26 CONSTRUCT CONCRETE DRIVEWAY APPROACH(COMMERCIAL)PER RIVERSIDE COUNTY STD.N0.207 6.28 2.00 1B0'o0'o0' INFINITE ,``t`'o\\ '�° 53.77 159ZOO 1*55,45' 26.89 `fc,o� � l `^_ � � 9 g 28 CT 4"THICK MED4W CONC 0 142.85 1593.00 5,08,17' 71.47 Z -- - - - • i R VE EXISTI D VALVE SIGN,AOJ 21.99 700 180,00,00' INFINITE �� yo� i - ..•_- -_� - -�_ ___ - -- _ `� -- ---- ^ y SUP CAN AND R41SE VALVE CAP TO GRADER EVMWD RISER,PROVIDE NO. W-1S1EM EXIEN 29 U 21.99 700 180'00'oo" INFINITE G` 1 C8 _ ---'- __ --_ --- -o m'�., - 4'.�n ---- m ++ \ 1 30 ADJUST EXISTING WATER APPURTENANCE TO GRADE 80.93 160Z00 753'0T 40.47 \\ p8 29 3 18 1 1 _ _- w-_ + +o± i n "�'> °�"-' + v"', h y„' I / 6.28 2.00 180'00'00" INFINITE rn 69.12 35.00 113'09'32" 53.04 C `.12 + + p °' ; g s a + 9N �o i 23 23 In*oww S NO. Tm „"'� 46.69 35.00 7625'3T 27.56 "' �` $ {lb 0 / 31'16� IQ o v v d o'TRANsmo Pp.\ In^ 53.87 35.00 8611'12" 33.91 . •' �' i"' rL'\ OL ap c o / 15 1 Q I ,S+I \� ,� 53.87 35.00 8611'12" 33.91 ++ y3 54.98 35.00 090'00'00" 35.00 54.98 35.00 090'00o0" 35.00 7r ,r1�7;31-92JJ1% � y 6 52tip�° A oo AL GRAPHIC SCALE -0" ° A�'�" z o 6' 8'-4° 6'-0" 6'-0" 8'-8" 6'-0` <�� \ P DIAMOND DRIVE ET 0job 1 inch=OY 12/10//6 � II7 qq v rn 40' !L. OM 0' Q Yf OM v>o, h�b M O NN NN M yp \. O m bMcy ^ O '!�O K.�.� cy .O L n„�„� '�i �,,.•5 n +^' ,,, PREPARED BY: REVISIONS: PREP UNDER SUPERVISION OF: CITY OF LAKE ELSWORE + N �+ + N ��11 9 CORPORATE PARK, SUITE 100 0.67' ^ \ 1V�1 QgOFESSI({y� WILSON M(KAMt TRACT NO.31920-1 o `M,w/ / IRVINE, CA 92606 SHEEP of o``t SCo M.WLSON DATE CORPORATION STREET IMPROVEMENT PLANS DDA PHASE D h T: 949-679-0090 4A LAT°H2` -0.83' RCE N0.49884 EXP. 09/30/1fi DIAMOND DRIVE of T.`Hf" IPHNo.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK: C a Exp.09/30/18 A APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED RIVERSIDE BENCHMARK NO.BM E-3-70.M.1279.829. BRASS 13 f 48+61.50 48+61.50 sf ctvt� FRoM sTA. 48+32.78 To sTA 56+00.00 2 LOCAL DEPRESSION#1 LOCAL DEPFES ION#2 °0 0 0 � �° - 0 q�. Cp`\F \Q' STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH `T`INTERSECTION OF SHEETS ca2wwM D.Ph evw DESIGNED BY: MAC DRAWN BY: WMC DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERUNE SCALE.- 1"=20' SCALE: 1`=20' CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON BRAD FAGRELL,RCE 920,EXP.6-30-17 CITY ENGINEER OF MISSION TRAIL W.O. FOR: F.B. FILE NO. 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R©momm I r •,11„ II <0�� Ir •r 11 lr rr - - '� 12 • ` • • • • r • �r•- r 7r •r r I ) VILLAGE_PARKWAY SUMMERLY P ACE _ (FUTURE) N32(CA)(X3)6A 5CA 00(FT) y FUTURE C&G I 3p / I 1 ALL ON STR HT W31(Gi) - A� FUTURE 10 TYPE III R26(S)(GI) I ITYPE N-2(CA) IMPROVEMENTS i R87((CA)) 7= ( ) j. 3 FUTURE CdsG KIDS 50' 10 INSTALL ON S712EETLMHT 1 R26()(CA) S I W31 W7 CA) T1PE III INSTALL SSTTRRLTLIG R81 T1PE N-2 CI)(X3) R2S(G7)I i b 1 BARRICADE ON 31 33 3A 1 g5 36 3$ INSTALL ON E LPUERN� \ f 0 2 A REI CA ' ❑ t 1 i 200 50•. 1 1 SKIDS 52 3 n,9 Ap 1 I T1PE 11 it f0 f0 1 ii 50' 160' 200' S85' 485' 50'11R3-7L 210' 1 5' 17 ! 45' 7f 0 f0 0fUTU75" 7 _ . -- 0 ----- ------ om----- --------- PROP.CdG __ LOT—J-----------------1-- - -- i--' ---- ---- OF RR81 CA i 1 \ - — R4o7 I R4-7 90'TRANSITION �.—— — R4-7 I wf —— 7 t ——— ——— gip——— ———————14• ——————90'TRANSTRON ————— EIIST.&1RRICADE 10 11 j Igo OM7-3SED MEDIAN R4-7 3 IM-+_ ----�-- 4 0 - �� PROP. 1 i 1 OM7-3 1 _ 90'TRANSITION—______—14' __ _ ___ ___14 _— —— 10 E. EDUN -- ----- �,�\\ f0 - 9o,TLW4SfDON ROP.Cg ME- 295' 13' 13' 1 11 ——— ————— — —————— ———— - ?4- 1111Z I ')I \� 26 21 6. `/. _ ''✓y 17 �'UNi-3 OM1-`0 -Y00•-- 750' 145' - - ! 11 ----------- --- ,tea^-- -------------- -- -- ----- 11 - 50' CROP.C&G 585' 480' R LOT'D' 200' 160' S0' W37(CA�)A 11}} _ --11 10 11 11 10 0 1 11` 10 10 R26 S))(CA)) CROP• 1 f0 1 TYPE(X3)(/) 75' 50' f0) INSTALL 6N STREETLIG RAISE MEDIAN PROP. 11 1 INSTALL N)STREENGHT 3, RR81(f)) p 9 �p >> >3 �A 15 INSTALL(6NTRE HT) 11 ED MEDIAN '71PE III 12 'EXIST. C&G PROP. C&G f,�R/W�' 1 IHAR SCADE ON 21RR87�(.(A)) LOT. TYPEiN-2(CA}(X3)' INSTALL EETLIGHT lotFl""RE G&c VILLAGE SUMMERLY PLACE 07� EERBELA W Z am LEC?9D o DIAMOND DRIVE l� r0 1, R-1 STOP STOPPING �0, f ANY 200' b TIME BIKE .LANE :11 ` y R7-1 30" X 30" ROP C&G R26(S) (CA) R81 (CA) 12" X 18" 24" X 18' `\ 510, EI CASE) 296' 11 0 �. 6 CATALPA 286' 2(S)(C1) Z R26(S( ) / R81(( FUTURE C&G ' 1 TYPE 111 EXIST C&G {` gAN3 N S 1 S)ON)TYPE 2 31 I SlmETUGHT R26 S)CA) l 33 R/W by bA 63 b2 1 y2 R81 CA 11 200' PROP.C&G 440' 232' 10 11 - --�-- -- --- ------- -- ----- -- ! I E N D- 26(S)(C1) 200' it 11 Mull.C&G 3 TYPE N 2 O(X3 "- - ----- -- - - -— - ---- A" fo ( 1 1so• Rom, n w31 ra 11 if 182' R4-7 OM1-3 W31 (CA) TYPE N-2 (CA) T1PE m I I' 1 tt n TrpE N_2(ca (k3) (' 10 yp 11 1 ft I 18" X 24" 18" X 18" 30" X 30" 18" X 18" BARRICADE ; �6(S)(CA AZ 10 I R26(S)(CA) Rom' ; ON SKIDS R81(GI ( ) e INSTALL ON STR T A� I IE R81 CA i f FUTURE C&G ON SKIDS I ' FUTURE Cd:G IX/ST.C&G CATALPA HACKBERRY J SK940 MQ STRI NQ CONSTRUCTION NOTES > THRU LEFT LANE TRAFFICEll 10 PAINT 4"DASHED WHITE LANE LINE PER CALTRANS STD. PLANS,PLAN NO.A20A DETAIL 9. ROAD f0 PAINT B'SOLID WHITE CHMNELIZING LINE PER CALTRANS STD.PLANS,PLAN NO.A200,DETAIL 38. VILLAGE PARKWAY MERGE MUST ENDS a 10--PAINT 6'SOLID WHITE BIKE LANE LINE PER CALTRANS STD.PLANS PLAN NO.A200,DETAIL 39. MERGE 500 FT 9 @-THERMOPLASTIC'STOP'PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN NO A24D /'� TURN LEFT m 01 S —INSTALL SIGN PER CALTRANS STD.AS NOTED ON PLAN f0 LANE DROP AT INTERSECTIONS PER CALTROS STD.PLANS,PLAN N0.A20C,DETAIL 37B N f0 THERMOPLASTIC TYPE IV ARROW PER CALTRANS STD. PLANS,PLAN NO.A24A W74 R3-7L W31A (CA) 11 PAINT DOUBLE YELLOW STRIPE PER CALTRANS STD. PLANS,PLAN N0.A20A,DETAIL 22. SOM AND STRPM COAL NOTES 48" X 48" 36" X 36" 3O" X 30' 11 PAINT"BIKE LANE'PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN NO.A240 1. ALL STOP SIGNS SHALL BE INSTALLED PER CITY OF LAKE ELSINORE STANDARD NO.406A. i 1 PAINT 6 DASHED WHITE BIKE LANE LINE PER CALTRANS STD.PLANS,PLAN NO.A200,DETAIL 39A 11 PAINT 4'SOLID WHITE STRIPE 2 ALL SIGNS POSTED ON STREETLIGHTS SHALL BE INSTALLED PER CITY OF LAKE ELSINORE STANDARD NO.406B. GRAPHIC SCALE 11 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.4004,400B,AND 402 3. ALL LIMIT LINES SHALL BE INSTALLED PER CITY OF LAKE ELSINORE STANDARD NO. 410. ° 11 PAINT BIKE LANE ARROW PER CALTRANS STD.PLANS,PLAN N0.A24A 4. ALL CROSSWALKS SHALL BE INSTALLED PER CITY OF LAKE ELSINORE STANDARD NO. 411. 1 i PROTECT EXISTING SIGN OR STRIPING ( IN FEET) 11 THERMOPLASTIC 12"LIMIT LINE PER CALTRANS STD.PLANS PLAN NO.A24E 5. STRIPING INSTALLATION SHALL CONFORM TO CITY OF LAKE ELSINORE STANDARD NO. 405B. I Inch= 60' ft. 11 INSTALL BLUE REFLECTIVE MARKERS PER CITY OF LAKE ELSINORE STD.N0.4224&422B"BLUE DOY TYPE I REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: ./ CITY OF LAKE ELSINORE p 9 CORPORATE PARK, SUITE 100 PRMESSIO WIL50N MIKAMI TRACT NO.31920-1 13 la/� IRVINE, CA 92606 SHEET A�l o`r SCO1T M.YALSCN DATE CORPORATION T: 949-679-0090 STREET IMPROVEMENT PLANS DDA PHASE D g a RCE N0.49Li84 EXP. 09/30/16 SIGNING AND STRIPING of h No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE VATH THE / SCALE: AS NOTED BENCHMARK: z EUP 92L30116 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AN / 9 o crva t. � ___(/UU `�� RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS JT9�, Cp`\E�� STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72•NORTH OF"Y INTERSECTION OF �zwvanawoaseoav�ce DESIGNED BY: VAAC DRAWN BY: WMC DATE: CORYDON STREET AND MISSION TRAIL 27'FAST OF THE CENTERLINE SHEETS CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WLSON :KEPI FAMVIIJp;S RCE 2 CITY ENGINEER -6.15 OF MISSION TRAIL W.O. FOR: F.B. FILE N0. N - RIW : _ . .. _ _ EatOVER¢STORM DRAIN i I _ - r i a _ 55 uj f - - - - - - IfGL - -_ ._. _ ...- __ ___...__..._-....-_..- -- _ ~Z = - -- - -_._.___.....-. __S�E 0.0070i E q F93.S - -93.9 CFS _ r 93.9 CFS 73.9 CFS _ h w I - m �<Xi- Q100-: ti'z v z VF7.5 HPS I � V -10.6 FPS __ - - .5 FPS - -- m A N ¢ ¢ j V,7.8 FPS ry +N -+ aQi[V7 87.5 CFS - - - - {f > -.. , --n- - N- N^ �Ny�r�: V 7.0FPS: N. no. --- - _ _..± "^ C -78 L.F. _. CONSTRUCT 275.19 L.F. - _ - -- CONSTRUCT 16547 LF INS v z" _- -. ' -- ^h 48 P 1800 D -, T -. 48"..RCPl- 1500 D __ N 48$RCP 1350 D - N w N _ ; ry PROVIDE WATERTIGHT JOINTS - _ ---..__:_ , , - PROVIDE WATERTIGHT JOINTS - - 'PROVIDE WATERTIGHT JOIN DNS CT 180.•5 L.F. �'^ - - 46"RCP-2100 D - - - _- PROVIDE WATER77GIT JOINTS I , - STORM DRAIN LINE 11M'I - - - - : , - - t - PROFILE Et - I - - � I HOI--EllAft RIT. 1" = 4' 10 11 12 13 14 15 16 17 18 19 34 ' Qs STORM DRAIN CONSTRUCTION NOTES u 9 (D-CONSTRUCT 18`RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.N0.M815 ! O/AA 4 56 CONSTRUCT 48"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 M O/V� 59 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER RCFC&WCD STD.N0.JS229 ' q?cy 61 CONSTRUCT 12"PVC SDR-35 PIPE&BEDDING PER RCFC&WCD STD.NO.M815 1I " m { 66/ 4 S ST / O TA 64�N �V� 62 CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.MH252 I _ Q s/ x6A ®-CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD.NO.CBI00 Q W=13D3' r- `` r1_I 1� / , `-� S .o?•y) ' / ^- a MARKED"NO DUMPING,DRAINS TO LAKE"WITH DAS MANUFACTURING i . L2-41.03, �2 J f lr1 ,J `'6�, /, 3"x 5 1/4"DURACAST STORM DRAIN MARKER N H=10.15' s -I- - w r 0.20 ti 66 CONSTRUCT TEMPORARY HEADWALL PER CALTRANS STD.NO. 086E LEYAIION a 1249.Or -I-A9 c� 62 i 62 (1 $.�� „� 6 - i / 67 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 REMOVE PORTION OF EXISTING 12"PVC DISCHARGE LINE CITY OF LAKE EL 1N E PROPERTY� 17 STREET PLAN CONSTRUCTION NOTE8 17 CONSTRUCT 3.5"A.C. OVER 4"A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDA77ONS - a1 --- - -------------- -- ----- - PROP 4'R --_ U =�--- --- � -- --- -- - - -- - 7 ---- a / - _ - -.. - SCE CONDUIT EX. - �-- TRACT 31920-1 BOUNDARY I{Dq LOT AM LOT LINE TRAGT 31920-17 STORM DRAIN LINE �H'28'STORM DRAIN EASEMENT 1' CURVE TABLE / FUTURE GRADING 16'BENCH 5' 3' CURVE LENGTH RADIUS DELTA TANGENT C1 180.55 225.00 45'58'34" 95.45 GRAPHIC SCALE 10'BENCH 21 CT 115.65 90.00 73'37'3O" 6Z36 a. o m• a• ev +ao• C3 49.82 '619.00 O1.45'47" 24.91 T• 4.5' ( IN FEET) /'.\-IX.GROUND 13V 6117115 1 inch= 40' & 0?E� 6'SCE EASEMENT RIP, C RI J -IX.20"DIP TEMP.ACCESS EX. SCE CONDUIT ROAD REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: MY OF LAKE ELSINORE PROP. 48'RCP 9 CORPORATE PARK, SUITE 100 ' 36' J SO LINE"M 15• pRftfES510�i/ WILSON MIKAMI �((��,319 1 { �o U.W, / IRMNE, CA 92606 SHEET Q / CORPORATION T. 949-679-0090 y o SCOTT. IMLSON DATE STFIEET AdPROVEMENT PLANS MA PHASE D RCE N0.49884 EXP. 09/30/16 STORM DRAIN LINE 'H° OF 1 y No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE PATH THE % a A SCALE: AS NOTED BENCHMARK: SECTION A-A 5� * e>v.w/N * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS FROM STA. 10+00 STA. 19+00 13 MARK DESCRIPTION 'rglf- \5' STA WS,A A PERMIT CAN BE ISSUED. �7 DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OFSHEM .00 TO .00 Cd2Rl NbMp DpanPCn¢e DESIGNED BY: WMC DRAWN BY: WMC 0T CA1.\(0 �� e /s DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON WEN RWGFYMIA.;RCE 24iF CITY ENGINEER /�ZSlis OF MISSION TRAIL W.O. FOR: F.B. FILE NO. - _ Ell- - - - - - - ' 1 RIW _ T Y e i W,ut OVER sroRu neaN 8 } - -EXISTING SY/RFACE -_ _ _ - _ _ - - I:. I - - - _ - - -- - - ¢ - i OVER STORM DRAIN - - _ I T Y -y- I I ' y t i , 0 0 ___ - __.. 1 -. tl \�"�. sue•..",.�^��C 1 _]._,... _.. C = _ _ _ __ _ _ _ - _ _- -HGL ALP I � ; S=0.0020. T ..._...$=0.0030 a.:. _ -. -- - - - - -- - - 5=0.0020 "' { a: �- - y %I=9 19;CFS gesI3.9 CFS z; Qe93.9 CFS z h %F93.9 CFS !> > V 7. FPS a - +_ a_ z �z il - m o V .9.5 FP.SI' + ? = Vf 7.6 FPS -��V7.6 FPS h L�87.5 CFS - --- > - - - - } V 7.0 FPS - °' CONSTRUCT 264.78 L.F. �.I CONSTRUCT 275.79 L.F. CONSTRUCT 165.47 L.F. Ylf' - ,o Q a 48'I�CP iB00 D 46 RCP!- 1500 0 ' RCP 1350 D - �" PROVIDE WATERTIGM JOINTS PROVIDE WATERTIGHT JOINTS PROVIDE WATERTIGHT JOINTS _ - _ 48"RCP 21.0 b - _- _ - _ PROVIDE WATERTIGHT JOINTS ... _ _ f - - -- --- -- -- - - , ; - - _ e TV - - - ,n�O% : -- _ - _ - - - - - - .. _ � _ E PROFILE - - _ HORIZ. 1" 40' - - - A" lIM 777 - - - - -_ = VERT. 1" = 4' 10 11 12 13 14 15 18 17 is 34 1 STORM DRAM CONSTRUCTION NOTES j 51 CONSTRUCT le RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 Z �\� `P\�\ - /,qM 56 CONSTRUCT 48"RCP(O-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 \ s / A. O/VQ 59 CONSTRUCT JUNCTION STRUCTURE N0.4 PER RCFC&WCD STD.N0:JS229 ,vlq CONSTRUCT 12"PVC SDR-35 PIPE&BEDDING PER RCFC&WCD STD.NO.M815 S A� STq,H9 NO •Y� 62 CONSTRUCT MANHOLE NO.2 PER RCFC&WCD SID.NO.MH252 64 CONSTRUCT CATCH BASIN NO. i PER RCFC&WCD STD.NO.CB100 ?p'�• Y2 S '7. MARKED"NO DUMPING,DRAINS TO LAKE'WITH DAS MANUFACTURING LI t8.03' rrll/\ /'Y -I / �26, IO N• / I �_ ' p 3'x 5 1/4"DURACAST STORM DRAIN MARKER 4� L2 41 05' J 1 `J 1 J `j 1 66 CONSTRUCT TEMPORARY HEADWALL PER CALTRANS STD.N0.086B s rn 'ELEVA77ON o=1249.00'� -{-y 62 v 62 F'„ 2 w + c•,, t„ c..l ��, u, ? I S 67 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 69 REMOVE PORTION OF EXISTING 12•PVC DISCHARGE LINE CITY OF LAK" PROPERTY PLAN OON97RUC TM NOTE CT _N Wa CONSTRUCT 3.5"A.C.OVER r A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS _ -------- BO &v� ----�------- "------- >----- -- ----- --PROP 4"RW -- ---..�---- --- �.! A A'IO�S/��"'E ^ 06 DW -- EX.SCE CONDUIT 2 17 _ we , _.1250 _ iYi f lr J J J J J r 1255 ! __.__. N % •yI Ai = TRACT 60UNDARY 7250 z -- - W- 17�45250 I i TRACT 31920-1 BOUNDARY LOT LINE `0"LOT AM TRACT 31920-17 28'STORM DRAIN STORM DRAIN LINE °H" i� EASEMENT 1' CURVE TABLE FUTURE GRADING 16,BENCH 1 5' 3' CURVE LENGTH RADIUS DELTA TANGENT c1 180.55 225.00 4558'34" 95.45 GRAPHIC SCALE 0'Bum C2 115.65 90.00 73-37'30" 67-36 2V CJ 49.82 1619.00 01'45'47" 24.91 za• w• w• iao• Z�5� 4.5' \\ / `DL IN FEET.)".GROUND � 4L104 l3V Gil3i/6 I �n= 40 4'RW 77 Er 71 6'SCE EASEMENT PROP EX.2D'OIP TEMP.ACCESS 6.sm CONDUIT ROAD REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: // CrTY OF LAKE ELSINORE 36' PROP. 48•RCP J/,/, 9 CORPORATE PARK, SUITE 100 •K ig PROFESS/q� _ L�! MI IRVINE, CA 92606 TRACT NO.31920-1 SHEET SCOTT M.VALSON DATE CORPORATION 81IEET H111PROVEMENT�NS DDA PHASE D 9A R(E N0.49884 EXP. 09/30/16 T: 949-679-0090 SD LINEWILSON MIKA No.49W 4 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE STORM DRAIN LINE W OF u SCALE: AS NOTED BENCHMARK: $ SECTION A-A Exc�/m�18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 13 D SCR ON BY APPR. J'f9 avn �P STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF•T'INTERSECTION OF FROM STA. 10+00.00 TO STA. 19+00.00 0 0 Tf E SHEETS `u Ca2MVkd*puaar�M+mce DESIGNED BY: WMC DRAWN BY. WMC OpEI DATE CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE P CHE(%ED BY: MTM PROJECT MANAGER: SCOTT M.WILSON RR .;AC%LLL RCE S.1q EXP.b:-3o lj CITY ENGINEER 4l Nl(e OF MISSION TRAIL. W.O. FOR: F.B. FILE NO. 2 R/W,F - ._ STORM, ,GRADE TDRMDRAIN l s � c �i y I 1 - , - I a - OVER¢STORM DRAIN - 3 N _ ^ r- 0 _ cV ' S=0.0020 5=0.0020 5=0.0030 -" - T i 1 -12 Q1 93.9 GFS = Q1�93.9 CFS i 'z = Q10F93.9 CFS " 'z a _ .9;CFS � ' M W � + + � V�=7.5 FPS 45_ r ? V9.5 FPS V 7.6 FPS "^^ VW7.6 FPS ~ ro0-87.5 CF ¢ 3 =' !` ..�" �°` y to = V 7.0 FPS S - - z _ ., a,++� -r- ,._ .� CONSTRUCT 264.78 LF` \%.rg� CONSTRUCT 275.19 LF. CONSTRUCT 165.47 L.F. W 46"RCP- 1800 D \s 48"RCP,- 1500 D 49"RCP- 1350 D PROVIDE WATERTIGHT JOINTS "•"°® PROVIDE WATERTIGHT JOINTS - PROVIDE WATERTIGHT JOINTS ._ CONSTRUCT 18(L' ,,. T -. -- 46"RCP .PROVIDE WAIER7L _' ;-- r r -'- --• - .. :c __ -_ I -- = PROFILE HORIZ. 1" = 40' - VERT. 1" = 4' 10 11 12 13 14 15 16 17 18 19 34 STORM DRAIN OONSTRUCTION NOTE 9xS•ry 51 CONSTRUCT 18"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 2 - - CIIA CONSTRUCT 48"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 �� J•s M MoNo 59 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER RCFC&WCD STD.NO.JS229 CONSTRUCT MANHOLE N0.2 PER RCFC&WCD STD.N0.MH252 a `'\ S CBI' D SH19 AbLoNF CONSTRUCT CATCH BASIN NO. i PER RCFC&WCD STD.NO.CB100 QP ST 4 N .a Ogvo MwKED NO DUMPING,DRAINS TO LAKE"WITH OAS MANUFACTURING =16 Q g! .?, 61, 3"x 5 1/4"DURACAST STORM DRAIN MARKER I 1 L1=2.10' I')L\\r r`�- ryry / >2s .�, .S pD• / I 03 66 CONSTRUCT TEWPORAIRY HEADWALL PER CALTRANS STD.NO.D868 4 L2=5.10' > 1,1 r1 , `E� J 1 \ H=15.10' 2s -{-"� EEl' h �, / 67 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 o �°'„ LEYAIION u=1251.3t -(-Q w 62 CITY OF LA W F_LBWORE PB h ram. -I- 7 r: y, i= Q -fs Q "+_ i*. >4 ' 98f6j5p z a a 6 I' �6 0 6p9p a. STREET PLAN CONSTRUCTION NOTE ---_---- --- ------- ---- -- ----- - -------3--------- - � - - PROP 4"RW � I 9f�1.6q 72 REMOVE AND RECONSTRUCT PORTION OF 12"PVC SDR-35 PIPE CONTRACTOR -------------_-- : - ^ r' .j � , TO VERIFY INVERT TO -- ----- - ---- --_---- '--------- ---- -- --- - �r T,q �? CONSTRUCTION EX.20"DW o_ �- _ 17 1250 TRACT BOUNDARY Qs 77777 +'1 a Q� TRACT 31920-1 BOUNDARY LOT LINE H01 LOT AM MVT 31920-17 2LT'STORM DRAW EASEMENT ,. STORM DRAIN LINE AHn / CURVE TABLE FUTURE GRADING 16'BENCH 5' 3' CURVE LENGTH RADIUS DELTA TANGENT c1 180.55 2z5.DO 4558'34" 95.45 GRAPHIC SCALE f0'BENCH - q.1 15.65 07 49.82 16109.00 045'4.00 Y 24.91 _ 4.5' ��--- ( IN FEET) /� w t) by 12-/20/!6 I inch= 40' n. �EX.GROUND � 6'SCE EASEMENT oil- EX.20"DIP •ACCESS PROP. 4"RW Ex SCE CONDUIT ROAD REVISIONS: PREPAR UNDER SUPERVISION OF: PREPARED BY:� CITY OF LAKE ELSINORE PROP.48"RCP 9 CORPORATE PARK, SUITE 100 36' SD LINE"K i5• D C pt�ESS/q WILSON MIKAMI TRACT NO.31920-1 r! �3 CORPORATION IRVINE, CA 92606 SHEEF o o SCOTT M.WILSON DATE T. 949-679-0090 STREET IMPROVEMENT PLANS DDA PHASED 9B � RCE N0.49884 EXP. 09/30/16 STORM DRAIN LINE rH" OF S NP.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE'NTH THE SCALE: AS NOTED BENCHMARK: .SEC110N A-A _ Ez APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS FROM STa 10+00.00 To 3TA 19t00.00 13 fl,! ava �P STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T'INTERSECTION OF >F cn 1F SHEETS CM2WMEAYpuayihAdaloe DESIGNED BY: WMC DRAWN BY: 'MAC DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE CHECKED BY: MTM PRO,ECT MANAGER: SCOTT M.WILSON BRAD FAGRELL,RCE 920,EXP.6-30-17 CITY ENGINEER OF MISSION TRAIL. W.O. FOR: F.B. FILE N0. FINISHED STORM DR41N ED Rif I-_ + - - - - ?99 - - - I i ao ISRN SURFACE - - _ o ' 4 OVER�STORM DRAIN 7 Mf - O N 0 i N s I s s s . e ' WSE=1257.64 1 t n t }T :.. +a1n *-tt-1-� W V W N 4 Y _ W ` � s zi s I e -` ___,- _.__.._ a� Q Ha - _ L�� _. ...u, w . WSE 1253.#6 _ Z - - __ • - - - r r � _ I I 5=00030 0 ttt = I - - I z I g0d4 S� _ 7 1 4 CF { �> m z� - ----- -- ------- z _ ? �_ -i----------- 7�_.�'c�. 1245-_ _-__ Z Z 100- e q1 46.5 CFS W q Ex.21"Ss V4.6FPS - W 1p I y y H V -3.7 FPS N L_.w 1 O h Nti-°�N N N N rn U ' __ KI N. w `" j CONSTRUCT 236.42 L.F. CONSTRUCT 299.14 L.F. ! CONSTRUCT,fp8.19.L:F. CONSTRUCT 48"RCP 1350 D i 48"RCP- 1350 D 50 0 - 18"CONSRCPCT CLASS 27.69 LN i 18'SRCPCT CLASS 61.09 IV - - 39.75 L.F. j PROVIDE WATERTIGHT JOINTS i 1 - PROVIDE WATERTIGHT JOINTS PR-- JOINTS - -_ PROVIDE WATERTGHT.JOINTSI,PROVIDE WATERTIGHT JOINTS i - 48"RCP - - i i 1 CFS //11 1 1 CFS -- - - 1350 D - - - - ROD- 100- - - PROVIDE WATERTGHT JOINTS $- _= j VF 12 0 F V0.6 FPS _ - - -73.0 CFS r::_ r :-:_: - =5.8 FPS I i _ +-'-'---- - -- -----STORWDRAIN--LINE_H -- - T -- -r , _ - - - i ! i aI - - - - - - - ST M DRAIN LATERALS "B32AA �332B� � ` E PROFILE HORIZ 1" 40' ' _ - - - _ ! VERT. 1„ = 4' 19 20 21 22 23 24 25 26 - - �1 Vg rrir�r r ''1Jr��J�l� S �s 62 _ rodTro �� 51 CONSTRUCT 18"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 ' ? g"2 51 31.� 58 _ _ 52 CONSTRUCT 24"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD SID.NO.U815 / CONSTRUCT 36"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 < I 55 `� o� , \ \ (CONSTRUCT 21"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCO STD.NO.M815 60 �� r `, I / ` N gm n Wu a t CONSTRUCT 48"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD SID.N0.M815 f7 r1 1 :J J J 1 f " STA. 10+64.54 EC n i' e�'+o'^iai W 1 w 1 T7 1 J END PIPE 60o+^ CONSTRUCT JUNCTION STRUCTURE N0.2 PER RCFC&WCD STD.N0.JS227 STA 10+30.16 BC II, CONSTRUCT MANHOLE c 51 PROFILE ON 2 \` - R '- -',, lob -- --- -- o R � ---- r TB / d' ®5--::-CONSTRUCT SUC JUNCTION CONCRETENBULKHE40 PERCRCFC&WCD STD. M816 JS229 II� z z w g im 101 SHEET12 62 CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.UH252 l @-CONSTRUCT MANHOLE N0.4 PER RCFC&WCD STD.NO MH254 PROP.C& " j9' S ON - _ _ N18'45'00"W 11 RAL"H6-}"51 5T \\ ' RE 64 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD.NO. CB100 I PROP, 12" DW - N63'45' W \ o, � b, SEE PROFILE ON MARKED"NO DUMPING,DRAINS TO LAKE*WITH OAS MANUFACTURING !! \ 3"x 5 1 4 DURACAST STORM DRAIN MARKER 55 \ CS 51 56 SHEET N0. 12 811 }1311 " 52 - - - - - - - ��` ��(.51A'6W,7.0 @-INSTALL CAP RISER PER DETAIL ON SHEET 3 _ -o� STA,24+9L81 BC 56 _ \ 136' '� u+ 51 _ -�'- M It LA 'g3 }63p�'E a-CONSTRUCT TEMPORARY CMP 14 GAUGE&BEDDING PER RCFC&WCD STD.M815 -STA.25+62.50 EC 151•7 � \ M TO E PER PRO 1'A'4 - _F� 21.SS -- -- ------ N7ff5`OtPE------- �'HEET-1'N. -" O% (SIZE FILE 50/� EX. 51 N 6 p P � 10+25.6 _FUT.20' OW g 56 -�-, STA. 10+61.97 EC .,:-__ PROP. 12" R'W N 13 _ _ �EC8#1p 62+ '1 ` f I R -PROP.S� - R/W- $a 6A Sv,5, Im /W MATCH LINE �' 5<a E \1>2 \ a STA 26+00.00 SEE SHEET NO. 11 .H4" 55 �y4 2 .� NI7 N58024 E M3 + SHEET 12 a$ r 1 f'\C 1r :J 1-021 f 1 4 + }76. 10 64 STORM DRAIN LATERALS B32A B32B N o, 1 STa 1127 OC $\ x END PIP �ti S \\ 63 580200'4 F 65 6� CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT 24 R1 R CI 45.57 45.00 56'00'57' 24.95 GRAPHIC SCALE _=•11 11 \ i 11gqz5 60 G lop �� c2 36.30 45.00 4513'03" 19.20 1112 6FG 59 \1i I , 1 CS "9.83 1619.00 15,55,09" 226.37 - 1 STORM DRAIN LINE TH" 34.36 45.00 454454" 18.07 1 1 1 � G5 70.69 45.00 90'00'00" 45.00 ( IN FEET) (j V 6/17/l5 CB 13.72 45.00 1728'13" 6.91 1. inch= 40' s. a \ REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY:� CITY OF LAKE ELSINORE p\IOFESs/ 9 CORPORATE PARK, SUITE 100 WI RPO MIKAMI TRACT N0.31920 1 CORPORATION IRVINE, 6 90090 SHEET y o SCOTT. WILSON ATE T: 949-679-0090 STREET IMPROVEMENT PLANS DDA PHASED 10 RCE N0.49864 EXP. 09/30/16 n y =� STORM DRAIN LINE H of gTHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK:A No.asae4 STORM DRAIN LATERALS 32A 32B e.p APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS FROM STA. 19+00.00 TO STA.26+00.00 13 °0 0 0 �0l5 o O O s�9� �CA`�FA\P STATE AN A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF SHEETS cazwxaNNDw kiAd- DESIGNED BY: NIC DRAWN BY: WMC - DATE//ZQ�/� 0MISSION ��STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M.VALSON �'1W .,RCE $by,CITY ENGINEER W.O. FOR: F.B. 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WILSON M/KAMI Z- � IRVINE, CA 92606 TRACT NO.3192o-1 SHED' CORPORATION SCOTT M.WILSON DATE W T: 949-679-0090 STREET IMPROVEMENT PLANS DDA PHASE D 10B RCE NO.49884 EXP. 09 30 i6 i' / / STORM DRAIN LINE H of 6 No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE PATH THE SCALE: AS NOTED BENCHMARK: Q DRAIN LATERALS 82({$'j$ E,09Z'°/18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS FROM OR 1.RAW TO 2&FOO.00 13 J? p"'< �P STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'T"INTERSECTION OF 0 0 0 0 0 9jF Cps\, SHEETS _ CoHRAWWN DaphAdi DESIGNED BY: WMC DRAWN BY: WMC DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTT M. ALSON BRAD FAGRELL,RCE 3920,EXP.6-30-17 CITY ENGINEER OF MISSION TRAIL. 1 W.O. FOR: F.B. 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VG P fG, 68 STORM DRAW CONSTRUCTION NOTES &CONSTRUCT 18'RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 55 @-:::-CONSTRUCT 24-RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO M81515 - 10 '111 CONSTRUCT Jr RCP(D-PER PROFILE)&BODING PER RCFC&WCD STD.NO.A4815 o 64 7��kx .;� 'p- (56---COAI57RUCT 48-RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO M815 51 TF-iACT -1920-16 5�CONSTRUCT JUNCTION STRUCTURE NO 4 PER RCFC&WCD STD.NO JS229 -CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.MH252 51 @-CONSTRUCT MANHOLE NO.4 PER RCFC&WCD STD.NO.MH254 + 5' a &—CONSTRUCT CATCH BASIN NO. I PER RCFC&WCD STD.NO CBI00 MARKED-NO DUMPING,DRAINS TO LAKE-WITH DAS MANUFACTURING 11 • 8��2 --2c. rx 5 114 DURAC4ST STORM DRAIN MARKER @-INSTALL CMP RISER PER DETAIL ON SHEET J PROP.5 54 52 @-:—CONSTRUCT TEMPORARY CMP 14 GAUGE&BEDDING PER RCFC&WCD STD.A4815(SIZE PER PROFILE) V Lu @"—CONSMUCT TRANSITION STRUCTURE NO 3 PER RCFC&WCD STD.NO T&W 56 --�2 - 54 PROP. C&G 27 E4 I LLA E FAI t PROP.S R c:6 TF-ilACT 3-1-020-14 51 CURVE TABLE LENGTH RADIUS DELTA TANGENT 5 CURVE 5.67 652.00 12728,03"1 129.50 0 61.58 45.00 178-24'32-1 36.71 (0) 38.21 45.00 14e39'08-1 20.34 GRAPHIC SCALE 20 STORM DRAIN LINE "H' IN FEE AV 7/15 1 inch= 4TO' ft. REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINORE LIN 1'11L... .11CAMI 9 CORPORATE PARK, SUITE 100 O # TRACT NO.M20-1 UUNII-ONATIOAJ IR\ANE, CA 92606 STREET IMPROVEMENT PLANS DDA PHASED SHEET SCOTT M.WILSON DATE T. 949-679-0090 A RCE NO.49884 EXP. 09/30/16 w STORM DRAIN LINE 'H' OF No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE SCALE: AS NOTED BENCHMARK: APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS FRom sTA.26+00.00 To s7rA- 31+70.91 13 OD A PERMIT CAN BE ISSUED. IN CONCRETE POST 72'NORTH OF'r INTERSECTION OF SHMS MARK DESCRIFFION DISC c \' CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERUNE I�112RAft.WQD�hAd- DESIGNED BY: WIVIC DRAWNBY. WMC STI DATE�/. OF MISSION TRAIL CHECKED BY, MTM PROJECT MANAGER: SCOTT M.NILSON KEN:4MMVINA RCE#Q8kWITY ENGINEER W.O. �FOR: FILE NO. _ z^•� -- FUTURE FINISHED GRADE o GR yr - _ NISI ADE OVER P STORM GRAIN �;^ a - �O' am DRAIN EXISTING SURFACE - =I N 1267.0 R W ci w� - ^M M OF BERM R/W 0yER ry U fI _ } FLOW -W-- - ..- - ' f j WS � •ace'<, 7 "� .-Z o � V - __a I � '` - .._ NO- a.~NNNN yF7 • - • __ -- , • W a 5-0.0030: _ - -+_ z _} _ 1 v, - :.-,. - n - STORM DRAIN) h - U N CONSTRUCT 6704 LF. II - • 24"PROVIDE RCP E CLASS IV V -5.6 FPS o v o cn "';ui PROVIDE WATERTIGHT JOINTS - 12 , .. - ¢h _ 1245- -- - _ _,12 - 22:6 CFS " .�. ' ....� N r,.... ,. _ 6.,. ,. MAC ,.. -. ^'�`> ¢a......>._. �_ n- � --,. =41.4 CFS� - n - 6t)- ,+o D; y S�Rt7CT 78:99"L.. _ - ®®. `""2 ;-_-., -36"RCP-1350 0 --:..,� -_ A 24"RCP-CLASS IV 0. V -3.3 FP$ -*-" - CONSTRUCT 6393 LE COf�ST.30.b0 L.F. RO(r PROVIDE WATERTIGHT JOIN - ... WOE WATERTIGHT JOINTS 24 CMP(TEMP.) - ,�„ '- - • -_ 36'RCP-1350 D 14 GAUGErQ- _ 7.2 FPS PROVIDE WATER 7IGHT JOINTS - y6 CF - -- 61.43 _. - --- - ---- - �1 _ S 17.6 CFS 48'RCP - - -- - - -` #. _ :'_ - '160-36./ CF$ 6.FPS 400- - - - - - EXIST 16.56 LF - - V -5.6 FPS • 1350 D ` V -5.2 FPS T MAC - - 18",RCP v CLASS IV PROVIDE WATERTIGHT +- A n MAC _ 24.6 CFS - _ - JONTS STORM DRAIN LINE H , NOTE: PORTIONS OF STORM DRAIN OUTSID - - - _ RIGHT OF W TO PRIVA - - - �e �MAP23 I - � OF AY BE 1�j.Y MAINTAIN 2 FPS - - ORM D "B30 1A NOTE:�PORTfONS A OUTSIDE .. .12 - - - RIGHT OF WAY D�PRIVATELY MAINT D 44 - 26 VERT. 11" = 4' 27 28 29 30 31 32 65 cP�P�P a�sG sus A / BTgiM DRAIN NOTM 1\63�5TG� 6B / / /f �s LO 1 51 CONSTRUCT 18"RCP(D-PER PROFILE)&BEDDING PER RCFC&{4CD STD.N0.M815 q � � - 52 CONSTRUCT 24"RCP(D-PER PROFILE)&BEDDING PER RCFC&IICD STD.N0.M815 7\\ Aq•34 1233 EO / r CONSTRUCT 36-RCP(D-PER PROFILE)&BEDDING PER RCFC&KD S7D.NO..M815 10 g'o\ 10k / Pl b Qq CONSTRUCT 48"RCP(D-PER PROFILE)&BEDDING PER RCFC&NCD STD.NO M815 .Q `_-- 6A� � '\\` ti SP« /'! / P o-CONS7RUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCO STD.NO JS229 �� 8. , TRACT 3 9 2 0-15 0^' r wo 5 <�� / /// l 62 CONSTRUCT MANHOLE N0.2 PER RCFC&ftCD SiD.N0.MH252 N 1$0 �fZ z-+ 9�u�u w�p �+5L�N •o z�. �" ,1 / / / I / / 63 CONSTRUCT MANHOLE N0.4 PER RCFC&NKA STD.N0.MH254 CONSTRUCT CATCH BASIN N0. i PER RCFC&WCD STD.N0.CB700 64 MARKED NO DUMPING,DRAINS TO LAKE"WITH DAS MANUFACTURING 3"x 5 1/4"DURACAST STORM DRAIN MARKER + a.0 N•I�n z N 30� } Jc`a, x aio "'$ .042 EO A AL"B30-i' / / / 65 INSTALL CUP RISER PER DETAIL ON SHEET 3 o = Q„�Q.N ��'"��" `"' `�'- NO' x5ti• 2 N8523'S0"W l l CONSTRUCT TEMPORARY CUP 14 GAUGE&BEDDING PER RCFC&WCD S1D.M815(SIZE PER PROFILE) S/W -- _' 52 I�`L �09 STD.N0. 15303 - -- - ------\�-- ---- d5 AR 66WsV. 1264.0 TG G y PRO?C&G zo N7175 � m \\ � n \ � � �•O,Lf000 i" \� / / / /// ry �7 1_ __.�� iy�.e -+ min -Nq.?.m� c' \�` \ �\ '• / / //�/ i �� 1 1 LLAGE PA PROP.S/W N r.i a J S o •o' ag NaW TRACT 319 0-14 $ CURVE TABLE GRAPHIC SCALE CURVE LENGTH RADIUS DELTA TANGENT so• w• m 1em 255.67 652.00 227B'D3" 129.50 STORM DRAIN LINE "H" STORM DRAIN LATERAL WB30-1' a 61.58 45.00 78-24'37" 36.71 C3 38.21 45.00 4839-08" 20.34 /\ A lob 8 6i13/11( IN 1 inch= 40' ft REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: // CITY OF LAKE ELSINORE p 9 CORPORATE PARK, SUITE 100 QµOFESSI WILSON MIKAMI TRACT NO.31920-1 115 IRVINE, CA 92606 SHEETtiro\ M/V'Po SCOTT M.WILSON ` ATE Cf712PO12ATI f7N STRE IM PROVEMENT PLANS DDA PHASE D 11A T. 949-679-0090 L, r ■ � RCE N0.49864 EXP. 09/30/16 i H No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: ORM DRAIN L 'B3O-1 OF o E m O=1111 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 13 000nT�000 AIIIL DFSCRIPTION BY APP "A� Jl,V STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF SHEETS ? pfCpFFF Cd4WNbY'O�NY1Athvwro DESIGNED BY: WMC DRANT7 BY: WTAC DA CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE CHECKED BY: MTM PROJECT MANAGER: SCOTf M.NILSON BRAD FAGRELL,RCE 20,EXP.6-30-17 CITY EN OF MISSION TRAIL W.O. FOR: F.B. FILE N0. 9 =0 ENE HE MEMEME M......WES =111I am m w E=- M M a= 'Ma IMMIMM ===a= ss- _MMMM�-- a-= M MMMM=M M MMM MEOW ME Mamal M M ME 11111121111111 a= ENE MaMlia =111111110 ME -a= ME ===== MMMMIMMMM11110 MW 1111110411111111 MEME NOW = MEz EMME ME 1 = 20 MENEMM M E SEEam M MEMEM MEM 111112 111112 MMMMsMmm =am--- == mm""I ==am-- M amss- - Maim mass massamass-aa-s-a- mess--ms=asaaaassam asses =a- BOOM= =a= WE MEE a= al ;I -as==maasaaaaassa a- aaas MEE MMMMM a= am= MEExa a MEEmmmmmms on m e am = Bass w ME MEo=M 1E M MEE MEMa sasseM = M me aaaaa �xam M Msasaa am am M ==MMEMMEMMIMMEMMEM aaaaa ME Willaiiiiii A I DIUM I ILI I 74,-y m, 11 A .i 21am MEMM ONE E lm= MEE am MMMxssmsmssss -=M=- • IMMOM MEME sa_esmss M a MEME am= MaasMEE Emmiiiiiiii ME Mla amamssssssssss- am= a- MMM Salaam M a= IMMOMMIMMEMMEMMIN masaassa 111110= = sassssxssss aaasm=Mmm ssm mama sa sew sass=msssssmsem> =m= MM_M MEE SOMMOMM ==a= s � ss -__ , �/ =s=-=-a ____ ==sa===a=====_ ,\ a? ".% _ sass _�-_ _-_____=_ -=a- am EEMMMM MMM=asaaaassa - -a= am al ---- a-- ME am= =MMMM MEE- Salaam 11111111 1- - al -MMM MM11 am M sssssssss =MME amME am ME EEw am is sM M aam== MMMMMM xmam• laamomm MEE M mmmmmm llll All, 'Mii am 1.QIloll a= min M am asses a= RVE pl I _ I I - I I v - __ TDRM 'OVERNS DISHED RAIN __ 5 GRADE po - m PROP.FINISHED - .. ....-i _ _-_ - EYo`^" OVE'R¢STORM DRAIN - - - R/W - -- PROP. NISHED GRADE _,._-- -i PkOP. NISHED GRADE - - y - p --- ---- ---- - .. FI _ ¢ ._: OVER¢STORM OVER STORM DRAIN t �- - :FUTU"/WRW - ----- - - - - -- -/ /W FUTURE R/WFUTURER/W R 1 i + ; �/� }gip - 1 •- 3 _ _.- - -y 1 Y-#- r �I y a Qz 3 - - - - - a a i I cl� _ : r a 2 �#255_-�`",. � __��.. a 195E=i257$4 "�2�- -#� - w._, :\.- ---�-_�- `- .- - -_-•�� -._�__��---=__ N H6E� -�s�r �- � - I _,._ / } I HG7��i I I Q 6 9 I I F1E.4D - =4 7 ° t T _ 1 t ' t BULKHEAD i q} _ i Qi 9 -1-- - S=O.o107 - - 5=0.0050 _ _ - 0 1 I � : ---175 - - � o 4 ai - - - L ' '-_- " I - y m - _ 6 __ -_ - - o N N �I e Z ._ p} o-- '+� �Mi -r +^ � t I¢-N W I¢-N `.. ±o, �v _ v,U._ �S Z> - - -_- N 2 O m b220 I� M e e h> O Z�i2 ' M p0 U U O O N m y m+ a..,�-....< ,aq.-.. .J�..}}..,._.... .........__..+.�....,.......» ..,a�I�,{�..,...., ...... m....._.. y 2..,__,_6-j , ..,. ,., ..,.. _...®-�- 245-,e-, ->..._.,>--�-� +- .'n_.... lL)-_ _¢1<>...r >. ...44e. -....,-�-: v� _,_n,_ �J - O p U 245 + m o h•f d._ �LY"J C._ N R-' m } 1! m N� ^ - - E N y V em�� y�^ CONSTRUCT 110.69 LE fi - j 18 RCP CLASS IV n�- s , - - - - - _ E--. _..: .: E - _ - - - PROVIDE WATER77GHT JOINTS; -- -.CT 27.34 L.F. CONSTRUCT 62.37 L.F. _ ; _ _ _-_ - ,.-- -�- f 24"RCP CLASS N CONST. 30.00 LE _ I CLASS N 18"RCP- CLASS IV --- ---- - -- _I CONSTRUC 53.3TI �`j !! - - 1 ' ' .. ._-- --- I 18"RCP=C1ASS IV- ` _ -_i --.- _ { _- .PROVIDE WATERTIGHT JOINTS 24`CMP(TEMP.) 4d 13.6 CFS - - - PROVIDE WATERTIGHT JOINTS PROVIDE WATERTIGHT JOINTS --- --. -_ _ ..; -- r- -19.1 CFS 74 GAUGE i ---_- _- _ --- s .: --_ _ - _ - -- - - - - --- _ I PROVIDE WATERTIGHT J01 -- - _ - 4DT glp"7.2 CFS Oitd=1.3 CFS - - i_ 19.1 CFS - - - - 7.7 - - - - I \ i gor 17.3 CFS _ V -6.1 FPS gaD' - - _ - - - - -- - --- _ V�16.9 FPS VF0.7 FPS € _ - - r r VF6.1 FPS ' - --- _ . FP i - - - V 9.8 FPS - 9 - - - E ! 1i k E- - - u A E _ _ - _-,- - ----- - -r-,----- R AC is, --- I r ___.. +- SEE SHEET NO. 70- I -- NOTE PORTIONS NOTE PORTIONS OF STORM UTSIDE - - IIONS N bUTSIDE . OF RIGHT OF WAY TO B PRIVATELY MAINTAINED== - m 0 RIGHT OF WAY TO BE PRIVATEL';-MAINTAINED - - r ;0. RIGHT OF WAY TO BE PRIVATELY MAINTAINED 1 ¢ ;- :m - - - - - - PROP. NISHED GRADE - -- '- -- -- - 7---- - ----- - -- ? - - --- - --- - _ mex OVER STORM ORNN I Rt _ ZEE - PROP.}7NISHED GRADE PROP. WISHm GRADE _ - - - -� _ �-; m OVER.¢STORM DRAIN - OVER¢STORM DRAIN I - - - t - - R/W -_ --- w _:- -_. PROP. (SHED GRADE '' - -. - _- Om? DRAW FUTURE R/W ff o � f - - •-. - - -.__ ^ �. m..N _._.._. _._ �...-.. - ._ I .... ...- S s-: . E I I f -421 -r - - -_ WSE=12S8.46 f t : : _ l WSE-1257 .-- :-.W5E=1257 48 5E-1257.10 - I-- f1GL..- � I 1256.78 - ¢ N�N e ' e ` Ha- - 6 {p ': p. •-M.� H �N .�.K �WoZ . L4'- 4e � O E_�021222 `V _ p h �U�µ _ _O N i _O y __ - __ __ - __- - - l- j I 16 24"CMP EMP.f PROVIDE WATERRGHT JOINTSCDN UCT . ° J.. - - _.. ; , _- ,.. in f- _�"<N � -.._ _:--- --------- '- -- - 1 CONSTRuU 1 .0 L.F.RTGGHT JOIN _ , -.._p._.::_-.._ -- -- - - - __,-.1'8`_.RCP^` y -_.,.T8'�`RCP - ROCr 6.1 FPS �._..,..�.__-..._._�e14J _. - -,NSIR 47 - NSTRUCT 19.49 LF. �2 _ - 1 y. a _ PROVIDE WATERY .,-J ITS., s PROVIDE WATERTIGHT JOl YIIP _ PROVIDE WATERTIGHT J01 ,to RC -_. 18"RCP- CLASS IV -- - T1ay a PROVIDE WA --PROVIDE WATERTIGHT JOINTS -- - l -- - - -7.2 CFS -- - goo- � �Vw8.2 VM-4.1 FPS 1 -8.8 FPS �Vi 10.7 FPS a _ 6 - - E LAN VIEW r E -` -- I - - - - - _ ._.._. ._____ - - 33 -( I . 1 - - -- - - - DOTE PORTIONS OF STORM DRAT OUTSIDE - -t - - i _ _ E I - F RIGHT OF WA T BE PRIVATE Y MAINTAINED ? - - - - - I s PROFILE a HORIZ. 1" = 40' REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED ev:� g CORPORATE PARK, SUITE 100 CrTY OF LAKE ELSINORE II PROfESSIgWI WILSON A4IKAMI TRACT NO. s VERT. 1" = 4' GRAPHIC SCALE ��IL 11 CB V CORPORATION IRVINE, CA 92606 SHEET W T: 949-679-0090 StET IWPROVEMENT PLANS DDA PHASED 12A ry y e SCOTT M.YALSON DATE 4W o �o' teo' ^" : RCE NO.PLANS H EXP. N REVIEWED STORM DRAIN LATERAL PROFILES DF No.49ee4 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE N7Tti THE SCALE, AS NOTED BENCHMARK; s u _ E.p,09/W/16 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 13 ( IN FEET) o Q J��7�1J��7] o ODESCRIPTION I By PR .rf9f ava �d. THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF SHEETS II 1 inch= 40' ft. 2 RA� W�yq p�� DESIGNED BY: wMC DRAWN BY: WMC c DA��F DATE: / CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE , y CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON ltAOF LL,,.RCE 3Tzo EXP`,-30=1_... CITY ENGINEER �IIB/!A, OF MISSION TRAIL W.O. FOR: F.B. 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G �93pg� W f 1264.1 TW 1214:1 BW 1267.0 FG _ - .- \ 126 7F i 3 G IF 1264 70 T 12676 FG 12674 FG 12674 FG 1267.1 FG __ ` 1264.54 BW_- 63.94 / 27+33,33 1263.73 TG 12-95 7C vi \ �-j -- -- -- ------ ----r _=-_-- -1266.90BIN--- 1263.69 TO \ 1264.48 BW 24 '-- ro, va+ FS 1264.5#BW 1266.55 BW ------ - _- 4y9R _ 27+00.00 / ' 27+50.00 3 -----`------ N _ -- 44 r as 386 TC 1264.36 FS 1263.96 FS 1263.82 FS 126394 FS 1264.44 FS -- ---- - �I266.80 F5_---- 2 27+33.33 9 "' - 1 6.45 FS -- 3:1 MAX 1266.9 FS o?---- -.--- 26+50.00 N - -------- 1263.69TC ------ ----- i 7264.3fi TC 3 1 � ----- - --------- 26+00.00 � 27+00.00 23+11.40 BCR 23+50.00 6.07 24+00.00 24+50.00 25+00.00 25+50.00 1264.86 TC - 1263.86 TC %� \ 0 I 1264.30 TC 1263.88 TC 1263.74 TC 1263.86 TC 1264.36 TC 1264.86 TC 1265.23 TC B 26 _ 1267.0 FG �\ 23 A 24 25 - _ _ 26+5D00 - - - - - - - - - - 1264.36 TC ,-- ��/ G R/W CURB 1263.95 TC 26+00.00 - �' 7264.10 FS 126A87 BW FUTURE ig' i -- _ y' PROJECT WALL 4 �2 23+11.40 ECR 23+50. 23+78.19 24+00.00 24+25.00 24+50.00 25+00.00 25+50.00 1264. ,- 1264.23 TC 1263.65 TC 1263.73 TC 1163.86 TC 1264.11 TC 1264.36 TC 1264.86 TC - 1265.23 TC - - ---- -__ ----I_,. 3'�3 �64.20 BW 12670 FG 9' S'WALKWAY 4' - ___ _ 3.1 MAX. '>�65.81 ;%7267,7 FG' PROP. 11 7 1 _- 7266.45 FS--- --- - 1266.80 FS °D --- --- 1267.E FG - PAD ELEV 1264.31 FS G, 1263.93 FS 126381 FS 126394 FS 1264.19 FS 1264. - - - - _- - ----- - 1266_80 FG PER PLAN TIN PER PLAN 1266.55 B __ __ 1264.41 BW v 1264.54 BW ---- ---- - -- - ------ - - U 7�6591 BW $111 I i 24 N 24 .�.} - = 166.90 BW 1267.E -- ------------ --- --- --- - ---- 1267.1 FG „; V H GHT / ----- ---- _ :o / 1284D3 12677 FG -_-_,- -_ ---_--_-----_-_- _ -- 1266.90 BW 1267.0 FG 1267.1 FG �\ \\ �. VARIES _ 2267.6 FG 1267.3 FG 1267.3 FG 1267.0 FG 041'-1.79' A 1264.2 FG 1264.2 FG 6' 2R 7 1268.5 FG '�- 126Z FG WALL PER SEPAR TE SINGLE 2R ' / 1268E FG �' 1264.04 BW }264.29 BW �� PERMIT W)THIN R,W'TF R PLAN '/ 1264.3 FG 1268.E FG 1264.70 TW 1264.70 TW \ 'O I / 1265.1 FG j 1268.7 FG 1263.21 TF 1263.46 7F \ .P.... 1264.13 BW - 4.03 BW 12677 FG IN 1265.2 FG 12330 F 12 .60 - 1263.20 TF 1263.91 BW SECTION A-A 1 - 126308 7F � "'S� - 1 y \\ lJ N.T.S. 6 IW r9-f r - - -� PROJECT WALL 18 CURB �»�0-14 5' 5'WALKWAY 8' PROP. i 3' 1' - PAD ELEV z, VILLAGE PARKWAY �' �qk 2R 11 1 61 �lil J � i rri.�1�r `'IJ�JJI� PAD=1267.0 �' 1 65 64 63 62 52 CL SECTION B-B U 1 PAD=1268.0 I o PAD=1267.0 PAD=1267.0 PAD=1267.0 PAD=1267.0 J C\\ i' 1266..0 FG 126ZO FG 1267.0 FG 1267.0 FG 126ZO FG 126ZO FG 126ZO FG 1268.0 FG l 12670 FG 1267.0 FG /7267.7 FG 1267.1 FG 1267.2 FG 1267E FG 1268.0 i FUTUREPROJEC WALL R CURB -- --- -- --� - ----------K- -- ------------ ---- -- ----- ----- ----------------- 1264.53BW + ------ -- ---- --- --- --- ---- - - -- --- -- -- --- s � � N+ 18 ---- --- -- --- --=' - 1265.49 BW 1265.74 BW vo 1265.99 BW 1266.50 BW 1266,49 BW 1266.78 BW 9 5'WALKWAY _4 -__ 1264.66 BW ;� 1264.91 BW 1265.18 W PROP. 1 7 i �R �+ 126539 FS qel 1265.64 FS 9t+ 126589 FS ,a\t+ 1266.40 FS ce+ 1266.39 FS 1266.68 FS + (� V �... 1264. 1264.5E FS „ 126481 FS ��„ 1265.06 FS N N N N N Q PAD ELE cc 28+74.25 BCR 32+93.49 ECR -i I 2'I 29+00.00 29+50.00 30+00.00 30+50.0' 31+00.00 31+50.00 B 32+OaOO 32+50.00 W 1264.35 TC 1264.48 TC 1264.73 TC 1264.98 TC 1265.23 TC 1265.48 TC 1265.73 TC 1265.98 TC 1266.23 TC 1266.52 TC S Q > -'' - 29 C 30 31 32 33 I M 2% 2% a --f- - -� -^ - � - -IJJ II . - � - -�- - C+ o 30+33.49 BC 28374 2g+0000 29+ .00 30+00,00 I- 5. - -32I+9349 BCR 1265.58 3126515 C 1264. TC 1264.73 TC 1264.98 TC 573 TC 1265.98 TC 62 - TC 6.53 FS 1266.45 TC _I 1265.87 FS " SEC 1 ION c-c 3 1264. 126E 06 FS 126E 31 FS 1264.5E FS 1264.81 FS 1265.0E FS 126523 F5 T h 1266:63 BW -- - - -- ------ ----- ------- 1265.74 FS _ ------ --------- - ---------- N.T.S. �} 1264.54 BW 1264.6E BW ---__- --"-- ^ _ M} �} 1264.91 BW 12651E BW 126533 BW }o - - - 1266.1E BW K} 1266.41 BW k _------ M M �-, 1265.97 BW N " 1267.0 FG 1267.0 FG 12674 FG _ I--_ 1265.84 BW =� ==1269.7 FG \ �j 1267.0 FG }267.4 FG i' 12674 FG ---_-_--_--12674 FG 1269.7 FG / \ / C 1269.7 FG PAD=1267.4 ` ` w ' PAD=1267.0 �I ' m i PAD=1267.4 1 4� r I Q 5� PAD=1269J GRAPHIC SCALE 4 7 w � rr�� r �»��%; � _ ; ; Ili VILLAGE PARKWAY b 6 r7 /� f�h-20'ft. REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED ev: /' CRY OF LAKE ELSINORE pROFESSIpy�7 m H,}t_soN M1►�AMT 9 CORPORATE PARK, SUITE 106 TRACT NO.31920-1 CONSTFIUCTKNd NOTES �°\� Mil 4 4 CORPORATION IRVINE, CA 9260E SHEET y o SCOTT M.W�LSON D TE � T: 949-679-0090 ��IMPROVEMENT PLANS DDA PHASED 13 - _ RCE NO.49884 EXP. 09/30/16 VILLAGE PARKWAY OF 24 CONSTRUCT RETAINING WALL TYPE I PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD No.49084 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK: SCALE: AS NOTED Exc.osi3one APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND / RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS PARKWAY GRADING13 s QrSCRIfr Gv'� �p STATE WS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"Y INTERSECTION OF DESIGNED BY: WMC DRAWN BY: WMC A c �- -6-/-' DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE SHEETS CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON KEN-AUKAVINA RCE L*CITY ENgNEER /Z9��s OF MISSION TRAIL W.O. FOR: F.B. FILE NO. r ; \ GP 3-1920--16 4T- CH BASIN OXY GROUT 0 IN TO ENSURETER TIGHTNESS1zs7.0 FG � /4"Sa.ID PVC PIPE 1267.0 FG '2L=31.42;S=o.io aJ3 PVC PER PLAN 1P5232 TRW 1267.0 FG /' 6� FTAING WALL 7263.291NV /erg; x'= O `\� \\ �� •Q 11 Z33 TRW 1267.334 TRW /may' 391 BW x' 2638 / W 1 \ \ f267.8 FG 1267.0 2 .4 - �26,7.87 B 27+82 \ 1264LFG 1267.9 FG -.\\ 1264.3 FG 126di m B 12670 FG 4.2 FG 27+5aOO \ 126a3 FG \ p 126a2 FG /�4 A „ 1264.80 BW 12642 FG 1267.1 FG = 377 G W 1264.80 TW 1264.70 BW 1 126ZO FG 26 I t 2 1,UJ3 rc 1263 95 9 aC w PVC CONNECTION TO CATCH BASIN -�-'c� 264.54 ew z7+3333 3 0 TF 1263.21 TW IZ7..4 FG 1267.1 FG ___ _ _-C==- x� __ -- 4.04 B �69 TIC 1163.95 1'C fn /A i \ )F yygg g 267.E FG 1267.4 FG •2 7RW 60.13 INV \ 1�67.�FG 126321 ff -__----te90 BW r -------- ----- - --ae --- - NECTTO - 126403FS >K 1266.55 BIN ----- 4.9% 22 INV � 126448 BW -24- - a, �+ 1264.54 BW _- _---------- - CATCH BA 27+50.00 n __ y 126,�94 FS { a; 126.80 FS � 126373 7C � 1264.38 FS 12639E FS 1263L72 FS 126394 FS - -- 1264.44 FS 4R ------- -- _-_--- 4.30 BW 27+33.33 "' - 1 9i.45 FS 3.1 MAX. 1266.9 FS c? - _--- +50. + v N ------------ - - 126. 12636TC 27+00 63 1164.13B '126369 TC 26+00.00 - .00 .o 23+11.40 BCR 23+50.00 6.07 24+00.00 24+50.00 25+00.00 25+50.00 1264.E TC - _-� 1263.E TC 0 I 1264.30 TC 126368 TC 126374 TC 1263.86 TC 1264.36 TC 1264.86 TC 1265.23 TC B 26 _ - -1263.91 B 126ZO FG 0 � 23 e 24 25 _ - -�- - 26+50.00 ---=�FN• , '126d77 �-i'" \ -- - -- - _. - 1264.36 TC ,,- _ �+ R/W CURB 126395 TC 26+00.00 ___- '1264.10 FS 1263.87 BW V FUTURE 18' 23+11.40 ECR 23+57a19 24+00.00 24+25.00 24+50.00 25+00.00 25+5aoo 1264 -- ,' 33X, !? ' PROJECT WALL 1264.23 TC 1263. .73 TC 1263.86 TC 1264.11 TC Z 1264.36 TC 1264.86 TC 1265.23 70 --_--.- - _ - f1 4.20 BIN ' _ 1267.0 FG 91 5'WALKWAY 4' _ ----3.1 MAX. 1 7' 1 --- -T266., FSS--- --- - 126.80 FS m _ ___-- _. '�265.8t 'a 1267.7 FG' PROP. _ 1267.8 FG 1264.31 FS Z' IM93 FS 1263.81 fS 126394 FS 1264.19 FS 1264. 4X - ----------- ----- - 126&80 __- �= FG PER PLAN V -- --- ---- ------ ----- ------ R__ TW PER PLAN -- 1266.55 _ --- _ 4` -1264.41BW a 24 126454BW ------ ---- - _ 24 ---- -- ---------- __ y - 1r6B.90 BW- 1267.1 FG 1267.E FG �f n Z/ ql- 7o WA HEIGHT 91 BW A 1267.7%G 12642 - 1 1267.264.2-FG71276773 FG --__- - 1267.3 FG 1267.0 FG 1266.990 BW 1267.0 FG 1267.1 FG ^`\ \ \� MIT�{t11 N R�yN�N p�lE�$9, 2$ v PER IM5 FG /' -. 1267.8 FG � .'..... l ' 12643 FG 126d6 FG 126a6 FG k i 1 64.0 TTIINN 1 64.0 BTIIN \ 1264.13 BIN 12651 �" 126&7 FG 1263.21 1F 12634E 7F / 1264.80 TIN 1264.03 BW 12652 FG 1267.7 FG 1263.30 IF 1265.60 TW I / --_- 126320 TF 126391 BIN 1265.70 7W SECTION A-A •' l -----___ 126308 7F f 1 r �./ �' ,-`) /I `NR£ 5' 5"WALKWAY 8' CURB =< 6 6' F) )-(' PROJECT WALL 18' 1 7 '1 JJJ�J J- I _. ` PROP. VILLAGE PARKWAY PAD I 1 61 t i 7F1r1�71J2J�J PAD=1267.0 � 5� Q ; ! 65 64 63 62 SECTION B-B � U ! PAD=1268.0 S I N.T.s PAD=1267.0 PAD=1267.0 PAD=1267.0 PAD=1267.0 J l ,�1\ B \ C 1268.0 FG i 7 3 1267.0 FG 1267.0 FG 12 ZO FG 12670 FG 12 7.0 FG 1267.0 FG 126.0 FG / _ 1267.0 FG 126Z FG 1267./FG 1267.2 FG 1267E FG 12s7.0 FG 126d0 FG � Y R/W (''� ��RE CURB = _--=_ _ - - __ _�-_ _ -_ � _ LJ. _ _ __ _ - - __ __ _ QCT WALL 18 i 126453BW M+ a !K! ^t+ ------------ -------°' ---� ------ ----- ------------ ----- W 1 --------- - '� '--- 1265.49 BW 1265.74 BW �n 1265.99 BW 7266.50 BW 1266.49 BW 1266.78 BW 9' 5'WALKWAY 4' 1264.6E BW ;� 1264.91 BW 126518 aK 1266.68 FS ('f PROP. 7 1' 11 126539 FS 1265.64 FS ae 1265.89 FS a^e 1266.40 FS 1 1266.39 FS 1264. 1264.56 FS c w 1264.81 FS N 126508 FS �+1 �� wI a� Q PAD ELEV 32+9349 ECR J 28+74.25 BCR 29+00.� 29+50.00 30+00.00 30+50.00 31+00.00 31+50.00 32+00.00 32+50.00 II.I 1264.35 7C 1264.48 TC 1264.73 TC 1264.98 TC 1265.23 TC 1265.48 TC 1265.73 TC B 126598 TC 126.23 TC 1�•`•�TC - - �_ _ 29 C 30 31 32 33 ?� 2, m - - 1- - - � - - -� - - + - - { - - i - - i- - C w x 18+74.55 ECR 29�00 29+5aoo 30+00.00 30+3349 OCR 31+19.49 ECR 31+50.00 32+00.00 32+50.00 32+93.49 BCR s w \ I 1264.3E TC 1264.48 TC 1264.73 TIC 1264.98 TC 126515 TC 1265.58 7C 1265.73 TC Z 1265.98 TC 1266.23 TC 1 66.53 FS 1266.45 TC nrt _... '�587 SECTION C-C 1264. 126 06 FS 266 31 FS ` 1264.5E FS ;� 1264.81 FS 12650E FS 126523 f5 ...- -...� ;� i 1266.63 BW u 1264.54BW at - ----- ------- 126574FS __-- ------ -------- - ---------- N.TS. - -- 1264.6E BW ,} 1264,91 BW 12651E BW }M 1265.33 BW In - ------ n -126.97 BW �; 126.1E BW o, �� 1266.41 BW x ------- ---------- ____ 1267.0 FG 1267.0 FG - --- ----- ----------12674 FG _ �` - --y-1---- 126.84 BW - ---- 1269.7 FG �j 126ZO FG 12674 FG i 12674 FG 12674 FG 1269.7 FG \ 1269.7 FG \� l PAD=1267.0 C PAD=1267.4 ' PAD=1267.4 1 l' I 11 GRAPHIC SCALE 4 4 7 I I I ; 50 PAD=1269.7 o w I I ,11 rrlA r J�r20-14, ; � � "( VILLAGE PARKWAY ` h =�' \ 1 i¢ch= 20 R Q REVISIONS: PREPARE UNDER SUPERVISION OF: PREPARED BY: CRY OF LAKE ELSINORE O pROT�SS4/A r M wII N MI KAM1 9 CORPORATE PARK, SUITE 106 TRACT NO.31920-1 QONSTRLCTIION NOTESIRVINE, CA 9260E SH "o` /o SCOTT M.WILSON DATE CORPORATION STREET IMPROVEMENT PLANS DDA PHASE D � :� RCE N0.49884 EXP. 0913011E T: 949-679-0090 \\\ 13A 2�77C.SSIR �WALCLPE l PER CITY�LAKESWORE BUILDING DEPARTMENT STANDARD No.asaea THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE'MTH THE VILLAGE PARKWAY �A s SCALE: AS NOTED BENCHMARK: PER DETAIL _ _ E p APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS 13 R N f9 �"" \\' STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T INTERSECTION OF PARKWAY GRADING _ DESIGNED BY: WMC DRAWN BY: WMC CpV\E DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE SHEM CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON BRAD FAGRELL,RCE 920.EXP.6-30-17 CITY EN(;INEER OF MISSION TRAIL W.O. FOR: F.B. FILE NO.