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HomeMy WebLinkAbout07-156_07-167 \ - ESTIMATE OF STREET IMPROVEMENT QUANTITIES � - -- -- GENERAL NOTES: NO DESCRIPTION TOTAL CITY OF LAKE ELSINORE QUANTITY 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY I UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS i CONSTRUCT A.C. OVER A.B. CL ll PER TYPICAL SECTIONS ON SHEET 2. (TOTAL) 121,J00 S.F. WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.APPROVAL OF 0.25'ASPHALT 89,480 S.F. THESE PUNS BY THE CITY OF LIKE ELSINORE DOES NO CONSTITUTE A STREET IMPROVEMENT PLAN 0.39'ASPHALT 31, 0 L.F. REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE CONSTRUCT 6'TYPE'A-6'6'CURB PER RIVERSIDE COUNTY STANDARD N0.20Q -- 4,484B0 L.F. LOCATION, NOT THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILI , PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE 3 CONSTRUCT 8'TYPE A-B'CURB PER RIVERSIDE COUNTY STANDARD NO.201. 1,361 LF. CO CTN E REQUIRED TO LIKE ALL DUE PRECAUTIONARY MEASURES _ TRACT No. 32503 4 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD N0. 401, 4'THICKNESS 34,695 S.F. FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES,WHETHER WIDTH OF SIDEWALK SHALL BE AS NOTED ON PLANS I FOR ON THESE PLANS L NOT.ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE 5 CONSTRUCT CROSS CUTTER PER RIVERSIDE COUNTY STANDARD NO'a.209 k 209A. 2,625 SF. SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS91 EXPENSE. 6 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.NO. 101. 9 EA. .I 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS 10=1.BCFS INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINOTPE STANDARD DWG.NO.201. 7 EA. / / / FOR PUBLIC WORKS (LATEST EDITION),AND STANDARD DRAWING OF THE 100=2.BCF5 g / / 8 2'MIN. SANCl/T AND OVERLAY AND JOIN PER DETAIL B ON SHEET 2. 2,780 SF. / COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE ,� / 10-4. CFS 9 CONSTRUCT LOCAL DEPRESSION PER R.CT.D. STANDARD/311(CASE PER DETAIL ON SHEET 2). 6 EA. FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 51 10=4.7CFS 10=0.6CF5 Q100=2.1CF5 / I r �TQO_6.7CFS- __ ----1 CONSTRUCT 6'DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207. 62 EA. $ �- - - B - - - 0100=.5CFS Q700=0.9CFS --�i1LL1-4 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 COIINIY���� I V ,1 -� 1 CAVSiRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN N0. 1000. 15 EA. � HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951) CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PUN NO. 1001. ' J EA. - 674-3124 EXT. 247 BETWEEN THE HOURS OF 9:00 AM TO 4:00 P.M. - - - - - - - - , CRY QF TAKE INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PUNS N0. 810. J5 LF. MONDAY THROUGH FRIDAY. - €" 13 � _ _ REMOVE BARRICADE 70 LF. [ 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH $ 9 CB N3 1 4 _ / - _ CALTRANS TRAFFIC MANUAL AT ALL TIMES DURING CONSTRUCTION AS I 1 11 2 1U= CF 1 5 1 7 }a 1 g 20 21 22 23 24 25 26 I --1� 4 - - -- CONSTRUCTS'A.C.DIKE PER RIVERSIDE COUNTY STANDARD N0.212 433 L.F. I 7 1- -- 100=4. CF BOI164.0 C S6 _ -- -- -- __ _ I CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY STANDARD NO. J09 1 EA. APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO i HEE ;` I 47 1 127 28 SHALL REQUIRE IMMEDIATE WORK STOPPAGE. I ` SH 3 04=i4 C S- 29 CONSTRUCT CURB OUTLET PER RIVERSIDE COUNTY STANDARD NO. 308 1 EA. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE 1 '' Y J'SHEET __ CONSTRUCT ASPHALT CONCRETE OVER90E DRAIN PER RIVERSIDE COUNTY STANDARD PUN NO. 306 1 'EA. .� REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 6 I N - „*•--•..,.., i I .' 1 46 I I INSTALL BLUE RETRO REFLEC77W PAVEMENT MARKER AS REWIRED BY R.CF.D. 11 EA. 1 6. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR , ESTIMATE OF STORM DRAIN QUANTITIES(R.C.T.D.) 1 THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY I T 1 ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO 1 - -�' t -r -L -- - - I 45 I TOTAL BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND - - 2 1 I - -- 1 NO DESCRIPTIONQUANTITY SERVICE ALERT(U.SA)AT 1-800-227-2600 AT LEAST 48 HOURS PRIOR 5 4 3 I I �0 59 58 57 56 55 54 53 51 I-b 1 50 49 48I INSTALL fs'R.C.P. CLASS ly.• 1252 L.F. I TO BEGINNING WORK. I I W I 44 I W: CBI MS 30 0 CONSTRUCT 300'WATER QUALITY RISER INLET PER DETAIL ON SHEET NO. II - I EA. 7. THE CONTRACTOR SWILL BE RESPONSIBLE FOR THE CLEARING OF THE I 1 IaJI I 10 a .6CF ® INSTALL 30'R.C.P. (SEE PROFILE FOR D-LOAD)* 410 L.F. PROPOSED WORK AREA,AND RELOCATION AND COST OF ALL EXISTING 1 2.SFS ID=5. CFS _ r I 1 1 0 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. &W.C.D. STD.ONG.MH 251 2 EA. UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE OF 0100 4.00FS 1 3O CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. 61 6O 46 45 43 I I DI00=8 S 29 1 0 1 9 I B0 .SC I 132 _ 0 CONSTRUCT MANHOLE N0. 4 PER R.C.F.C. &W.C.D. STD. DOG.AFH 254 3 EA. 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR 1 2 / -� I 1 1 1 34 ® CONSTRUCT CATCH BASIN N0. f PER R.CF.C. 4< W.C.D. STD.DWG.N0. CB/00. 6 EA. TO PAVING THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, 59 44 1 31 28 I 1 1 / 8 11 t I 42 1 133 ® CONSTRUCT CONCRETE COLLAR PER R.GF.C. W.C.D. STD. DWG.N0.MBOJ J EA. WATER,TELEPHONE, ELECTRICITY,GAS AND DRAINAGE FACILITIES. I I I .�J I '� I 0 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD. PUN D89 2 EA. 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE 1 - 10=9.7CFS N5CF5 Q100=15. 0 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. A W.CD. STD.DWG NO. C9IIO 2 EA. 1 TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION �Q ''� I 4 1 I ® CONSTRUCT RIP-RAP ENERGY DISSIPATOR PER DETAIL ON SHT. 11 7 EA. REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. N I I ® CONSTRUCT CONCRETE SPILLWAY PER DETAIL SIFT. 11 153 S.F. I In 25476 Z I� n 1 I ® INSTALL FOSSIL FILTER PER RIVERSIDE COUNTY SID. Na 300A / EA. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE _ I T. I 40 1 H.D.P.B PIPE MAY BE USED IN PUCE OF R.C.P., C.LP.GP.OR C.S.P. .I POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS i I-� �I T eft - TO THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF'AS �- �I Q1 .5CFS 39 38 37 35 BUILT'PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO f 1 36 SIGNING&STRIPING QUANTITIES p THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 5J i 8rj 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING C011Y NO DESCRIPTION UANnTYr'j CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY INDEX MAP 1�11 __ THRU NOT USEDTHE CITY ENGINEER. CENTERLINE TIES ARE TO FURNISHED TO THE CITY 0 50 100 200 300 400 4 I APPLY THERMOPLASTIC PAVEMENT MARKINGS AS SHOWN ON PUNS 1 EA. ENGINEER UPON COMPLETWN OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. • � I INSTALL SIGN AS NOTED ON PUN 1 EA. I 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION SCALE' 1' 100 a ® SECTION 38� (CA)(PG JB 18)(SaJD�WHITE)T LINE PER MUTCn 2N703 CALIFORNIA SUPPLEMENT 15 LF. WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID ..APPLY THERMOPLASTIC TYPE IV R)ARROW PER MUTIA 2003 CALIFORNIA SUPPLEMENT PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, REQUIRED BONDING FOR PUBUC PAVING LEGEND FIGURE 38-21 (CA)(PG. 3B-29f 1 EA. IMPROVEMENTS.THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE ® PAINT 8'CHANNELIZING LINE PER MUTCD 2003 CALIFORNIA SUPPLEMENT I JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH -LEGAL DESCRIPTION (_+"". "t"' INDICATES PROPOSED A.C. PAVING FIGURE JA-112,DETAIL 38(PG. 3A-14) 170 L.F. APPROVED SET OF IMPROVEMENT PLANS. DEVELOPER: PARCEL'A'AS SHOWN ON LOT LINE ADJUSTMENT LLA/3693, REMOVE CONFLICTING STRIPING PAVEMENT MARKINGS 450t L.F. CENTEX HOMES RECORDED JULY 13, 1994 AS INSTRUMENT NO.279746 OF ® INDICATES PROPOSED OVERLAY 44 REMOVE AMID REPlAC6 EXIST,Nfi G'TYPE A-G'CVR frR R,vERS/nF GovNTY srn. 200 2 L. I - 1265 CORONA POINTE COURT OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA.ALSO NOTE CORONA,CA 92879 DESCRIBED W THE DOCUMENT AS FOLLOWS: 1. ALL yALVES AND MANHOLES SHALL BE ADJUSTED 10 FINAL TELEPHONE (951)479-9300 INDICATES PROPOSED CONCRETE SIDEWALK STREET FINISH SURFACE PER APPROPRIATE PLANS. FAX (951)372-2819 BEGIN A PORTION OF THE WEST ONE-HALF OF THE WEST ONE-HALF AND A PORTION OF THE EAST ONE-HALF OF THE 2. ALL BLUE DOT PAVEMENT MARKER SHALT.BE INSTALLED AT WEST ONE-HALF OF LOT 9,OF SUNNYSLOPE SUBDIVISION LYING LOCATIONS PER THE WATER PLANS I SOILS ENGINEER: IN THE NORTHERLY ONE-HALF OF SECTION 26, TOWNSHIP 5 r----- --------------1 LEGEND OF ABBREVIATIONS & SYMBOLS ALBUS-KEEFE&ASSOCIATES, INC. SOUTH,RANGE 4 WEST,SAN BERNARDINO BASE AND MERIDIAN INDEX OF STREET SHEETS: A.B. AGGREGATE BASE LF.O.B. INSIDE FACE OF BASIN R/W RIGHT OF WAY 1403 NORTH BATAVICRIMSON PILLAR LANE,SUITE 115 RECORDED IN MAP BOOK 13,PAGE 619,RECORDS OF SAN SILT, A.C. ASPHALT CONCRETE INSTR INSTRUMENT S.F. SQUARE FEET ORANGE,CA 92867 DIEGO COUNTY,CALIFORNIA. NO, DESCRIPTION I PROJECT SITE 1 AVE. AVENUE INV. INVERT OF DRAIN ST. STREET (714)744-9760 BEGIN THE NORTHERLY ONE-HALF OF THE WESTERLY ONE-HALF 1 TITLE SHEET INDEX MAP 1 1 B.C. BEGIN CURVE TAN. TANGENT 2 DETAIL SHEET LOCAL DEP./X-SECTIONS/DETAILS TNT. INTERSECTION OF LOT 9 OF SAID MAP. 3 ALBA STREET PLAN&PROFILE 1 COUNTY OF RIVERSIDE TR.32503 1 B.C.R. BEGIN CURVE RETURN 7C TOP OF CURB ,{ J.N. JOB NUMBER 4 ALBA STREET&CRUMPTON STREET PLAN&PROFILE 1 B.V.C. BEGIN VERTICAL CURVE T.F. TOP OF FOOTING ELEV. .�+. 1 C.B. CATCH BASIN L. LENGTH T.G. TOP OF GRATE TOPOGRAPHIC SURVEY SOURCE: PARCEL'B'AS SHOWN ON LLAM 3693,RECORDED JULY 13, 5 ROSE SACHET LINE AND BANIRY BAY STREET PLAN&PROFILE I $ L.F. LINEAR FEET 1994 AS 6 RIVERSIDE STREET PLAN&PROFILE 1 J _ C.F. CURB FACE T.I. TRAFFIC INDEX AERIAL PHOTOGRAPHIC METHODS,ftOMN W 03/18/1998 BY: INSTRUMENT NO. 279746 OF OFFICIAL RECORDS OF RIVERSIDE 7 TRAILING ROSE DRIVE PLAN&PROFILE I / 1R.ay476 1 CL. CLASS LT. LEFT TR TOP OF RETAINING WALL 8 REDLEAF COURT PLAN&PROFILE 1 r CA CENTERLINE MAX. MAXIMUM T.W. TOP OF WALL ELEV. ARROWHEAD MAPPING COUNTY,CALIFORNIA,ALSO DESCRIBED IN THE DOCUMENT ASCT. COURT L - " MIN. MINIMUM USC AND GS UNITED STATES COAST AND GEODETIC SURVEY 431 MACKAY DRIVE FOLLOWS: I L J -1 1 � F-0.4 C Y. CUBIC YARD M.O.C. MIDDLE OF CURVE V.C. VERTICAL CURVE SAN BERNARDINO,CA 92401 BEGIN A PORTION OF THE WEST ONE-HALF OF THE NEST /' 1rD.F. DEEPEN FOOTING M.V.C. MIDDLE VERTICAL CURVE W= WIDTH (909)887-5969 ONE-HALF AND A PORTION OF THE EAST ONE-HALF OF THE INDEX OF STORM DRAIN SHEETS: 1 ,ELNAND NORTH AMERICAN VERTICAL DAlUA1WEST ONE-HALF OF LOT 9,OF SUNNYSLOPE SUBDIVISION LYING DIY. DRIVEWAY SHT. .# J EA. EACHNO. NUMBER ` 700 EXIST.CONTOUR IN THE NORTHERLY ONE-HALF OF SECTION 28, TOWNSHIP 5 I I I ' ' )N.T.S. NOT TO SCALE -loo--� PROP.CONTOUR 110. DESCRIPTION CI ' G� WATER METER SOUTH,RANGE 4 WEST,SAN PAGE 619, BASE AND MERIDIAN I 1 A E.C. END CURVE N.O.I. NOTICE OF INTENT � 9 STORM DRAIN LINE'D' PUN&PROFILE&DETAILS LAKE E.C.R. END CURVE RETURN O.C. ON CURVE _ PROPERTY LINE RECORDED IN MAP BOOK 13,PAGE 619,RECORDS OF SAN I I I B DAYLIGHT LINE - CATCH BASIN&LOCAL DEPRESSION DIEGO COUNTY CALIFORNIA. 10 STORM DRAIN LINE'D' PLAN&PROFILE&DETAILS 1 V C E.G. EDGE OF GUTTER O.R. OFFICIAL RECORDS 11 STORM GRAIN LINE'D'& LITERALS PLAN&PROFILE&DETAILS I �y SHEET FLOW RATE m; E.P. EDGE OF PAVEMENT P. PAD ELEVATION GRADED SWALE 3'O.X. DEPTH OF REOb OVER EXCAVATION BEGIN THE SOUTHERLY ONE-HALF OF THE WESTERLY ONE-HALF I I ti-- I z 0o E.V.C. END VERTICAL CURVE P.C.C. PORTLAND CEMENT CONCRETE INDEX OF SIGINING & STRIPING SHEETS: 1 7 1 =om F.F. FINISH FLOOR ELEV. P.I. POINT OF INTERSECTION -'1 CENTERLINE �Cz.� CUT/FILL LINE OF LOT 9 OF SAID MAP. 1 r N$ F.G. FINISH GRADE POR. PORTION - - SWALE RICH PGNT --_ IRA BOUNDARY THE SOUTHERLY 432 FEET OF LOT 8 OF SUNNYSLOPE BEGIN SHT' 1 S L J F.L. FLOWLINE PROP. PROPOSED FLOWLINE ,� ,� - BASIS OF BEARINGS: W.H. TOWNSEND'S SUBDIVISION OF THE NORTH HALF OF SECTION HQ. DESCRIPTION I W�puxa�"p1D 1 0 P.U.E. PUBLIC UTILITY EASEMENT ��s✓ SUBDRAIN EDGE OF PAVEMENT 12 SIGNING&STRIPING FOR RIVERSIDE STREET PLAN I I I F.S. FINISHED SURFACE THE BEARINGS FOR THIS SURVEY IS 28, TOWNSHIP 5 SOUTH,RANGE 4 WEST,SAN BERNARDINO - J R.C.P. REINFORCED CONCRETE PIPE qqRREE pgp�N ---- RIGHT OF WAY AND CRUMPTON STREET C1 TANGENT GRADE IN R.C.T.D.RIVERSIDE COUNTY TOPAOF SLOPE •• •. •, PROP.CONCRETE THE CAUFORNIA STATE PLANE BASE AND MERIDIAN RECORDED IN MAP BOOK 13,PAGE 619, 1 • "' C2 TANGENT GRADE OUT TRANSPORTATION DISTRICT COORDINATE SYSTEM,ZONE 6,NORTH RECORDS OF SAN DIEGO COUNTY,CALIFORNIA. E di` G.B. GRADE BREAK R.G. ROUGH GRADE TOE OF SLOPE STREET SIGN AMERICAN DATUM 1983. AS E. C.F.F. GARAGE FINISH FLOOR R= RATE OF SLOPE RETAINING WALL V V PROP.DRIVEWAY DETERMINED LOCALLY BY THE LINE ALONG WITH A PORTION OF LOT 9 MB 013/619 SO TOWNSEND I VICINITY 1VIAP 1 E. H.D.P.E. HIGH DENSITY POLYETHYLENE RT. RIGHT FIRE HYDRANT -0- UTILITY POLE BETWEEN NGS CORS STATIONS'ESRW SUB COMITY OF RIVERSIDE N.T.S AND'PPBF',BOTH AS PUBLISHED ON SEC.2B&29 T.SS,R.4W 6o R.W. RECLAIMED WATER p-.e STREET LIGHT A" UTILITY POLE WITH GUY WIRE NGS DATA SHEETS,BEING N31'30'44'W TRANSPWTAMN DEPARTMENT I H- HEIGHT 'g SOUND OR SCREEN WALL (EPOCH 2O00.35). L------ 1 PAGE&T6,F-7,1999-THOMAS BROS.MAP APPROVED BY: - x - --�-- ----- -J DEEPENED FOOTING ?; Qv y-IN'07 KHALED A. OTHMAN R.C.E. 33950 EXP.: 6 30 06 DATE o 5js BENCHMARK: REVISIONS: LAL-LmralNLLRPREPARED BY: PREPARED BY: CRY Cf LATE dsllMglr $ MGGGG��' ERT USC AND GS BENCH MARK DISK IN CONCRETE E HUNSA IR ASSOCUTESMONUMENT STAMPED D 307 1935,IS 38 FT WEST *SQFESS,gF IRVINE, INC STFM RROVE�IT PLNM '�0 PAUL R.N TEST.,JR.R.C.E.6B02o EXP.6/30/OB ATE INLAND EMPIRE REGION �M� pFOF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT .W .^ - 2900 ADAMS STREET,SUITE A-15 �N FBl.DlF'AlLREqj TWO' SOUTH OF POWER POLE 19319 CWT. N 1" MVERSIDE CA 92504 (951)352-7200 DAYS BEFORE -1`N0.W020 IS n PLANNWC/ENGYQRWN'/SIIRYEYNG/fAYEPNMEIIi RE1A710N5 12 DI YOU OK: REVISE OWY.OrEN1oFG TO IG'w,or ;: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH TITLE SHEET �+ SHEETS HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 'ems � ��S/>DA>r THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �� TOIL FREE 1-800-227_2500 MARK DESCRIPTION BY APPR. DATE PLAN SHEETS PREPARED FOR: CENTEX HOMES IY� CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 7'=40' W.0. FDR: F.0. FILE N0. 0 A PUBLIC SERVICE BY DESIGNED BY: CHRISTOPHER C.PI ER DRAWN BY: CHRISTOPHER C.PITZER f q'C'0 1255 CORONA POINTE COURT ALERT - UNDERGROUND SERVICE FlEV.1425.76 FT NAND!!8 / DATE: FEB. 2005 CORONA, CA 92879 0919-32503 CENTEX HOMES • CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HL OLESTON KEN A.SEUMALO CITY ENGINEER L&L..oll5 EXP.6 30 07 951)479-9300 m R/W R/W _. 10' 1 78 16' 10' 74, CONSTRUCTION NOTES s 5 1 z>< 5 5 \ 2 15' 22' ' 22' t5' _ �—CONON STRUCT HEET 2A.C.OVER A.B.CL II PER TYPICAL SECTIONS I �,1 2 3 t2 6' 9' 2a—CONSTRUCT 6'TYPE"A-6'CURB PER RIVERSIDE COUNTY \ \ I 4 �1 2 2X STANDARD N0.200 4 1< 2 2 �1 — __-__ CONSTRUCT 8'TYPE'A-B'CURB PER RIVERSIDE COUNTY STANDARD NO.201 z 5 4 a—CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD ALBA STREET (2+16.11 TO 2+67.77 & 9+97.30 TO 10+77 63) FUTURE IMPROVEMENTS 2 No. 401, 4'THICKNESS,SIDEWALK WIDTH VARIES TRAILING ROSE DR. (5+04.91 TO 6+53.47) BY OTHERS NOS 09CT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD CRUMPTON STREET REDLEAE CT. T.L-6.0, R-VALUE-40-60,A.C.=0.25',A.B.=0.67' CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINOR STANDARD TYPICAL SECTION STANDARD 106 AREA= 14,199 SF,A.C.= 338 TONS,A.B.= 353 CY DWG.NO. 201 T.I.=5.5, R-VALUE-40-60, A.C.=0.25',A.B.-0.50' DESIGN SPEED = 35 M.P.H. o--INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE AREA- 40,572 SF, A.C.= 731 TONS, A.B.= 632 CY STANDARD DWG. NO. 201 DESIGN SPEED = 35 M.P.H. 28•MIN.SAWCUT,GRIND, OVERLAY AND JOIN PER DETAIL . o--CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. STANDARD NO. 311 a (CASE PER DETAIL ON SHEET 2) CONSTR10 COUNTYUSTANDARD 207, (RESIDENTIAL)NLESSPER NOTED 0 RIVERSIDE 10'-20' 10' 20' 11 CONSTRUCT 9500 LUMEN WSTREET LIGHT PER RIVERSIDE COUNTY OPEN SPACE OPEN SPACE R/W rt R/W STANDARD NO.1000 s 2�� 88 R/W 60 12 CONSTRUCT 22D D N0.p STREET LIGHT PER RIVERSIDE 1 7' 37' 37' 7' 2 1' 6' 18' 18' 6' 1• 1� f0' 20' 20' f0' 13 NO?810 BARRICADE PER RIVERSIDE COUNTY STANDARD 1 1 4' 6' 1 6' 4' 8__REMOVE BARRICADE IF 2x 2 1 2S 2% 15 CONSTRUCT 8'A.C. DIKE PER RIVERSIDE COUNTY STANDARD 4 �'. N0. 212 J'un (. PAVEMENT 4 UTILITY 4 4 16 CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY i J B B J f 2 2 STANDARD N0. 309 17 CONSTRUCT CURB OUTLET PER RIVERSIDE COUNTY STANDARD RIVERSIDE STREET ALBA STREET (3+90.43 TO 9+16.29) NO. 308 STA. 19+48.55 TO STA. 21+151 18 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE T.1.-8.0 , R-VALUE-40-60, A.C.=0.39%A.B.=0.67' TRAILING ROSE DR, (1+00.00 TO 5+04,91) COUNTY STANDARD PLAN NO. 306 AREA= 17,621 SF,A.C.= 419 TONS,A.B.= 438 CY ROSE SACHET LANE A BANTRY BAY STREET 19 INSTALL BLUE RETRO REFLECTIVE PAVEMENT MARKER AS REQUIRED BY R.C.F.D. I - DESIGN SPEED - 50 M.P.H. TYPICAL SECTION STANDARD 104 T.I.-5.5,R-VALUE=40-60, A.C.=0.25',A.B.=0.50' AREA=49,908 SF, A.C.= 861 TONS, A.B.-761 CY DESIGN SPEED= 35 M.P.H. CONSTRUCTION NOTES 07INSTALL 18'R.C.P. CLASS IV- CONSTRUCT 3.00'WATER DUALITY RISER INLET PER DETAIL ON SHEET NO. 11 $$ 22 INSTALL 30-R.C.P.(SEE PROFILE FOR D-LOAD)• B 10' 20' 10' 20 10' 20' 10'-20' W 23 CDWGSNO. MH MANHOLE NO. 1 PER R.C.F.C. &W.C.D.STD. ` OPEN SPACE OPEN SPACE OPEN SPACE 2��' BB' R/W R/W B1' OPEN SPACE 2 2.0'MIN. OR AS DIRECTED 24 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. &W.C.D. STD. 1 7 37' 37' 7' 2 1 7' 37' 37' 2 ' DWG.N0. MH 254 Q 18' 18' e• 1' 1(— 9 1' 6' ,8' 18' 1� 25 CONSTRUCT CATCH BASIN NO. 1 PER R.C.F.C.&W.C.D. STD. C 1 I 1 GRIND 0.10'MIN. 1.0' DWG.NO. CB 100 2 2 2x 2 2 2x 27C 2 EXIST. PAVEMENT AND �1 EXIST. AND REMOVE 26 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. &W.C.D. STD. OVERLAY 0.10'MIN. EXIST PAVEMENT DWG.N0.M803 1 3'UTILRt 4 (. PAVEMENT 4 'UfIL11Y 1 3'IJ11 54 — a PAVEMENT �1 n= r : ;:� 27 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD. PLAN D89 J B 3 J B 8 3 28 CONSTRUCT N0. C8110 DROP INLET PER R.C.F.C. &W.C.D. RIVERSIDE STREET RIVERSIDE STREET EXISTING PAVEMENT NEW PAVEMENT 29 CONSTRUCT RIP-RAP ENERGY DISSIPATOR PER DETAIL ON SHT. 11 a— STA.21+151 TO STA.22+75.42 STA.22+75.42 TO STA. 26+05.19 nPAVEMENT JOINT DETAIL ®--CONSTRUCT CONCRETE SPILLWAY PER DETAIL HEREON 1 T.I.=B.O , R-VALUE=40-60, A.C.=0.39', A.B.=0.67' T.I:8.0 , R-VALUE=40-60, A.C.=0.39',A.B.=0.67' N.T.S. 31 INSTALL FOSSIL FILTER PER RIVERSIDE COUNTY STD. NO. 300A AREA= 17,621 SF,A.C.= 419 TONS,A.B.= 438 CY AREA= 17,621 SF, A.C.= 419 TONS, A.B: 438 CY DESIGN SPEED = 45 M.P.H. DESIGN SPEED = 45 M.P.H. I 3.50 21.0(Y 6.50' 31 21.00' 6.50' 21.00' 3.50 I F6.50' 7. 0 6.50' 6.50' 28.00' 21.00' 6.50' I Ll:oi� 25 dNOI�` i"� y5j oOn tm4mOONpI aYD> mNO e �OoJ 4 '4 � 6ci ciQ 0b oi 0UC d i 'RU J` aCflDi CmNMi1<OI>ryD m—N•O� o iU c wU ` m� O OU Ou li.6 IR liO<i0 `O 4r l4 Q O e m U cd—. —O m O _o U 10 Uou m b > m + p + h b + Z } nN mm v .N f . to 5 �0 Ip& n N CCC ! O W W FLOW -4 0) C o 0) m c.i_j ci 4 ci 4 c1� ci J ci 4 Li d_j '�4 U� LL ci� ti 4 cis ci z - f lLf U J UJ UJ U J U.J J _j UJ U g t�pp f H li f J f 1: r: H r f li r LL r tl f I< ♦-li f 4 f li f 4 r It :tL 1:Il H li Z W Mo OO .Oq D tNp O N I��iD 0 p n N N N N In N MOOD _. pp Of r Y Y< ON �1pp pp ItRp q p ctpp 8� ON 1�N tL)oD MNM¢� MaD,7 in �n IDS E Omf Omi O�+Omi po;j p6j AA 0000 00 00 00 �O 000o O^i O^i AO^i Omit AA C1�i Off Obi O'ni AO'niA O'n1 ACI�i Obi O'ni �O'nf T� N toNN NN V1N ILI 10lD tL) ,L)tp bt2 !D K) 1010 N!2te Ke NN NN to N NN NN NN VIn InN N V)N V2 N NN p �o I �= 9 C.B.#6 LOCAL DEPRESSION nC.B.#5 LOCAL DEPRESSION nC.B.#4 LOCAL DEPRESSION nC.B.#3 LOCAL DEPRESSION 9 C.B.#2 LOCAL DEPRESSION nC.B.#1 LOCAL DEPRESSION I s� CASE CASE B CASE B CASE C GAS I- CASE B �s ALBA ST. SHEET 3 TRAILING ROSE DR.-SHEET 7 TRAILING ROSE DR.-SHEET 7 ALBA ST.-SHEET 3 ROSE SACHET LN.-SHEET 5 ROSE SACHET LN.-SHEET 5 8 SCALE: 1"-10' SCALE: 1"-10' SCALE: 1"-10' SCALE: 1"-10' SCALE: 1"-10' SCALE: 1"-10• \ IL, - PREPARED BY:�� y-ry-O7 PREPARED BY: CRY OF wsE ate GGG___ T USC AND GS BENCH MARK DISK IN CONCRETE - :a,'y HUNSAKER & ASSOCIATES eo /� l D TPA R ,. (�' IRVINE. INC 2 z F o MONUMENT STAMPED D 307 1935,IS 38 FT WEST a�OT`sslyl, s gT �VTN - "� OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ego♦ DD(f+Akf PAUL R.Hu STON,A.R.C.E.58020 EXP.6/70/08 A INLAND EMPIRE REGION OF NN FDIAL 'oT+. 2900 ADAMS STREET SUITE A-15 '.�A� - ffDAYSBUDW SOUTH OF POWER POLE 19319 CWT. s� RIVERSIDE CA 92504 (951)352-7200 BEFORE u i< . }m PLANKYIC/ENtlMURNO/SUR1E'nNC/C01fP1Y1ENT REUTI0115THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH DETAIL SECTION SHEET12 YW DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. s tx.o/bAw ' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND SHEETS i iN TOLL FREE 1-s00-227-2aao MARK DESCRIPTION BY APPR. DATE �, PLAN SHEETS PREPARED FOR: CENTEX HOMES { CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. p A PUBLIC SERVICE�, �p q,lvl t SCALE: 1'-40' 1265 CORONA POINTE COURT W.O. FOR: F.B. FLLE N0. o € DESIGNED BY: CHRISTOPHER C. PITZER DRAWN BY: CHRISTOPHER C. PITZER cAU yy UNDERCROIIMD ALERT ELEV. 1425.76 FT NAVD BB CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON + DATE: FEB. 2005 CORONA, CA 92879 0919-32503 CENTEX HOMES zi Etc KEN A.SEUMALO CITY ENGINEER R.C.E.56915 EXP.a 30 07 (951)479-9300 m CI - I I I � i 2 3 ACCESS ROAD AND STORM DRAIN INE 5 PROFILE SCALES 6 7 8 9 INFO SEE LOT'f OF TRACT MAP 32W3 HORIZ.: 1"� 40' AND SHT. 5 OF ROUGH GRADING FOR 5 STORM DRAIN LINE'f VERT.: 1"� 4' Z t3 9 12 30, 14 y CONSTRUCTION NOTES 8 11 a P-1600.1 9 EASEME P-1601 tut 20 21 &-CONSTRUCT A.C.OVER A.B. CL II PER TYPICAL SECTIONS P-1602.5 10 n e 'n 13 u1- 15 19 e3 ON SHEET 2 7 P-1602.5 a, P-1601.2 P-1600.1 N e P-1605 ui- r"ato� n 16 H 18 8 o P-1604.9 - 2 CONSTRUCT 6"TYPE"A-6"CURB PER RIVERSIDE COUNTY P-1602.7 $ 11 N�a P-1600.E 9 +M on P-1601.9 9 _ 17 P-1604.3 STANDARD NO.200 16 m w w + o 13 m♦ u 0 3 P-1603.8 20'10 +16 + <no .N, >wi •� N N P-1603.2 4a--CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD k N N + m d x = �-m= II of © N0. 401,4"THICKNESS,SIDEWALK WIDTH VARIES 1 'to N N N m�it--� 3+45.43 ALGA STREET cmlNww� + N 16'10 `r• 3�•� 1• 0V v N w 10 16' 10 24- II In, '� m r TYP to CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINOR STANDARD 1/ 1s 10 Sp 111 10 P 10 c:O 3:N 11 is n q _ .68' 52.32' 54.94' � DWG. N0.201 60.15' 21y 00• 10 24.5' ° 47.72' 7�INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE ? 20.20' so.o1' //4293' 17.08'9.4'20.5 _ p•22. R/W m , N 16'10 '� 3.14 STANDARD DWG. NO.201 - �.45' 4 57.01'� s No \ • C D E _ r -. F eG 39.05' __ 60.28' 4 JJ ! 1 ° ° °� (CASE PER DETAIL DEPRESSION PER 2) R.C.T.D. STANDARD N0. 311 2 9 1 i 2 �, f r o -"'�J o v 5 N w 10 CONSTRUCT 6'DRIVEWAY(RESIDENTIAL)PER RIVERSIDE 6 e 2 8 _ C 7 D 4 E 5 II �;e� �+ 2 16p L.I 2 COUNTY STANDARD 207, 27',UNLESS NOTED ON PLAN 22 a 3 19 L K - 6 18 F G 6 H Z Z P-1602.7 19 N _ - J UJ 11 STANDARD NO A 57.26 5 MEN STREET LIGHT PER RIVERSIDE COUNTY I /// 60.15' 2 '- X 71, U1n 19 INSTALL BLUE RETRO REFLECTIVE PAVEMENT MARKER AS REWIRED BY R.C.F.D. 20.22 0 46 ~ 1 +42.99 '1. I S 24.2t' 10 )Q oyE' 16'10 'b' 80.54' n ECR I \ 10+4.Ot 10 J6.65• S 9, -- •1.2� 49.94' w 10 16' 0 16i ® RFhwVEANO RfPLACi EXISTING G'TYPf A-G'CuRR P!R RIVERsrDE CO. \1 yti 17.57' 2243 R/W d: 4 m 1T11 CR N 55.04' 80.25' o+ N S7D.200 N 10 r MI m N 4 23'10 m f0 6' + N $z I ~ tO R/W 'D n N II +J n N + +m I ° I +cxi w IO TYP. 18 f0 N w T n 11 1 I 1 n w II Y 11 5 �N W U N U m g W 54 53 b P-1602.7 W 11 3 m 2 1 59 s 58 a 57 a 56 SS 52 0 t3 $ P-1602.3 g P-1601.0 h1 ci 60 - P-1604.4 P- IN - P-1605 5 - P-1601.8 - ' I� g d 9 D-1603.7 - P-1600.3 P-1601.4 P-1602.0 _ P-1602.5 - P-1603.1 O NHT"10 P-1600.8 m V ROSE SACHET LANE B SEE SHEET 5 CENTER LINE DATA TABLE ' - BEARING/DELTA RADIUS LENGTH TANGENT R 0) ALGA STEET C CURB DATA TABLE CURB DATA TABLE CURB DATA TABLE QA 27-35'48" 175.80' $4.67' 43.17' o n BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT QB N6'57'20"W 48.16' ® 20T35'48" 38.00' 137.69' 154.73' ® S10'44'44"E 70.16' ® 90'00'24" 25.00' 39.2T 25.00' © 7.3Y31" 300.00, 39.93, 19.99, w ® N20'3928"E 50.00, ® 11'24'55' 570.00' 113.56' 56.97' ® SO.40'12"W 26.53' QD SO.40'12"W 144.21' i n ® 27-35'48" 110.00' 52.98' 27.02' ® SO'40'12"W 90.9T ® 10'33'12" 260.00' 51.57' 25.86' QE 10-33'12' 300.00' 55.26' 27.71' o ® N6'57'20"W 16.72' ® N6'5r20-W 112.87' ® N11'13'23"E 42.04" QF N1113'23'E 42.04- 6'.D ® 6'40'23' 318 00' 37.04' 18 54' Q T3T31" 282.00' 37.53' 18 79' ® 21'58'07" 320.00' 122.70' 62.11' © 21'58'07" 300.00' 115.03' 58.23' ® S016'57"E 122.98' ® SO'40'12'W 27.68' ® SIO-44-44"E 0.16' pH S10'44'44"E 70.16' f bg 0 10-33'12" 320.00' 58.94' 29.55' ® 89'59'36" 25.00' 39.27' 25.00' ® 11'24'55' 53O.DO' Iz5.59' 52.97' QI 11-24'55' 550.00' 109.58' 54.97' I a ® N11'13'23'E 42.04' ® N89'20.12"W 110.28' ® NO.40'12"E 90.97' QJ SO'40'12'W 90.9T 0 20 40 80 120 160 - g II 21-58'0-r' 280.00' 107.36' 54.35' ®1 N8920'12"W I I 108.27'j N6'57'20"W 81.43' SCALE: 1'- 40' © S83-02'20"W 20.00' It• 07 d 8LERT W PREPARED BY: PREPARED BY: CRY OF LARE 8�Mg1E s (y MGo_ USC ANDTS BENCH MARK DISK IN CONCRETE ? M"NS IRVINE, INC STREET �ROV�T PLAN 3 •5� MONUMENT STAMPED D 307 1935,IS 38 FT WEST S�yess,� 0 4 PAUL R.HU TON,A.R.C.E.38020 EXP.6/30/OB PATE INLAND EMPIRE REGION TRACT NO. 3?60! OF g OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT W� f �. f - 2900 ADAMS STREET.SUITE A-15 N DIAL TNO MORI WG SOUTH OF POWER POLE 19319 CWT. °* RIVERSIDE CA 92504 (951)352-7200 oS BEFORE DAYS BEFORE R N0.SB02o * PLAK"ANG4EERING/SURIEIING/G0VDftIENT RELATIONS §J' YW DIG ral Gw REVISE DWY• 0 B141F4pS TO 10,W/pf S to ; Ds.4/wM A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ALBA STREET SHE i,� HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FROM STA. 1+00.00 TO 9+00.00 N tau FREE 1-800-227-2600 MARK DESCRIPTION BY APPR. DATE PLAN SHEETS PREPARED FOR: 1 CITY AND STATE LAMS, AND A PERMIT CAN BE ISSUED. CENTER HOMES I A PUBLIC SERNCE BY f al Vll f�+� SCALE: ,1'-40' 1265 CORONA POINTE COURT W'0' F F.B. FILE NO. p DESIGNED BY: CHRISTOPHER C.PITZER DRAWN BY: CHRISTOPHER C. PITZER vIl D UIDERGROUND SERACE�T ELEV. 1425.76 FT NAVD 88 .4./ Ot /1 07 CORONA, CA 92879 0919-32503 CENTEX HOMES CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON .. 915 E%P.6 30 p7 DATE: FEB. 2005 (95t 479-9300 z KEN MALO ITV N NEER R. � m y i 1 I - f I � 1 I I i ; 1 I i I ... .... ... .... .... .... .... Ilk I 10 11 12 PROFILE SCALES 1 2 3 4 5 22 25 g it- FOR DETAILS 2 HORIZ.: 1"- 40' /I SEE SHEET 1 1 23 24 VERT.1606.2 a P-1608.0 1F 608.4 16 " m n 9+61.29 ALBA STREET ^ N Z r /! ' n cyI z 7+58.17 NTRY BAY SIRE �' o � CC NTRAACTOR IS RESPONSIBLE FOR SEE. �VERSI E ST I! + oo - m f0 T9'P. �` 10 COORDINATION OF CONSTRUCTION OF MEET Z REET e ° o p, 10 16' THE 18" STORM DRAIN UNDER 'II OF TRI 2 I�6 + + N N W W 4. I CRUMPTON ST., AND THE INLET AND 3+00.24 CRUMPTON STREET = v +o 5• 80.02' 4 16.6 29 T 14f3 50. r I I OUTLET STRUCTURES FOR THE WATER // ,� \\ 1+00.00 TRAILING ROSE DRIVE .5T 21•gp• 8T QUALITY BASIN, PER SHT. 5 AND 6 4I R/W o 0 H OF THE ROUGH GRADING PLANS FOR co -- - --�-- -- 9+16.29 '1 E F G �� I I TRACT 32503, AND SHT. 11 OF THE 1 BEG. OF TRANSITION ^ Y ,w x so '� 1 1+O0.Oo CRUMPTON TREET 8 - 5:1 1 a 11 p A p a m 00s� ? 17.8' I STREET IMPROVEMENT PLANS. 15 _--_ s.t FUTURE CkG� - -- 1 i9+31.26 RIVERSIDE STREET - ------ --- ------------- �--- -. w V)W 2 6 19 6 C _ 11+67.39 I TRACT BD . 5 _ �s TRACT BOY. z� L t 2 19 i II - e �l COUNTY 0 RIVERSIDE! c 5 CITY OF L�K ELSINORE \ ? 4 7 1 O vH 7 N m y • 5.95'+01�3' 19.23 ?84T J 46 1&6' CONSTRUCTION NOTES I I R JJ 6 s 6 s - Imo• ON SHEET CONSTRUCT 2A.C. OVER A.B. CL II PER TYPICAL SECTIONS R e 16 ` R�WN ^ B \ 5 �•ID. Z I CONSTRUCT 6'TYPE"A-6"CURB PER RIVERSIDE COUNTY SEE SHEET / 2:1 V+ _ ��"18 4 11 FOR B SIN I r - oi I- 10 26' STANDARD NO.200 ,� 1? -I 10 16' '� 1+55. 46,3e 60.00 60.00' 28 �" + .�+ 3�-CONSTRUCT 8'TYPE"A-8'CURB PER RIVERSIDE COUNTY w I 4 STANDARD N0.201 EX. 10' E 1n - � 11 m w / I c ^11 © I 4�CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD EASEME - SM 2.1 ' I U BC 26 29 8 N 51 x, X I I N0.401, 4"THICKNESS,SIDEWALK WIDTH VARIES PUBLIC ROAD, :20+2 2 w ,LY'OZl `V m n w 27 P-1609.4 P-1609.9 45 P-1606.9 - / = o--CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD DRAINAGE k UTLITY _ 11 P-160$•7 11 w r P48 y1607.5 8 P-1608.5 No'B zos 4 2osA EASEMENT 47 N g w > P-1608.1 aI t - (6 CONSTRUCT ACCESS RAMP PER CITY OF E ELSINOR STANDARD P-1606.5 0 GANTRY BAY STREET LAKDWG.NO. 201 RIVERSIDE STREET TRAILING ROSE DRIVE liZ I o SEE SHEET 5 INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE ASEE SHEET 6 SEE SHEET 7 ON 0 STANDARD DWG.N0. 201 ad CRUMPTON STREET �W o p 10 14 CONSTRUCT 6"DRIVEWAY(RESIDENTIALI PER RIVERSIDE Uw Z 1 p COUNTY STANDARD 207.W-27',UNLE S NOTED ON PLAN Y =O z 9: ALBA STREET DATA TABLE DATA TABLE g 11 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY g STANDARD NO. 1000 BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT U A �' 1z CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE DATA TABLE DATA TABLE ® N6'42'03'E 88.99' Q 94'29'26" 35.00' 57.72' 37.86' 8 COUNTY STANDARD NO. 1001 o BEARING ELTA RADIUS LENGTH TANGENT BEARING ELTA RADIUS LENGTH TANGENT ® 6'02'51' 850.00' 89.72' 44.90' II S6'42'03'W 14.76' ? 2 13 INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD Q SO'40'12"W 82.40' IQ 20T35'48' 38.00' 137.68' 154.73' No. 810 ® SO'39'12'W 461.99' Q 3'S9'23' 872.00' 60.72' 30.3T w s QB 4'27'05' 55o.OD' 42.73' 21.38' QJ S21-25'58"W 50.00' 15 NO 212UCT 8"A.C.DIKE PER RIVERSIDE COUNTY STANDARD ® NOT USED - - - ® 87'01'25' 35.00' 53.16' 33.23' u © SS'07'17"W 142.25' ® S6'42'OYW 17.28' ® 90'55'06" 35.DO' 55.54' 35.57' QK 16'18'41" 110.00' 31.32' 15.76' '0IS-CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY QD SO'40'12"W 16.29' LQ S5'07'17'W 52.70' STANDARD NO.309 ® 6'02'51' 835.00' MAY 44.11' ® SO'39'12"W 176.19' // e QE 2'53'57" 568.00' 28.74' 14.37 MQ 92'42'01 25.00' 40.45' 26.21' 19 INSTALL BLUE RETRO REFLECTIVE PAVEMENT MARKER AS REQUIRED BY R.C.F.D. ® SO'39'12'W 253.29' © 93'50'17" 35.DO' 57.32' 37.43' � 2!nn- - r QF S5'Orl7'W 52.70' 101 90.00,00" 25.00' 39.27' 25.00 28 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C.h W.C.D. - G 16'18'41" 110.00' 31.32' 15.76' 0 NO'40'12'E 16.29' STD. DWG.NO.CB110 COUNTY OF RIVERSIDE d O REMOVE AND REPLACE EXISTING G TYPE A-G•CURB PERRIVlRS/DE TRANSPORTATION DEPARTMENT S11 o zo 4o eo t2o 1so H '11'24'E 50.00' 4i - - �� APPROVED BY:CouNTY $TD. 20o 8 SCALE: 1'= 40' __ �• _ V4lb AY V"ll" 07 KMALED A. OTHMAN R.C.E. 33950 EXP.: 6 30 06 DATE o 8 MG I¶��,,V VII� BENCHMARK: REVISIONS. - PREPARED BY: PREPARED BY: CRY Q.F L dMi01!CCC___ �II" R II USC AND GS BENCH MARK DISK IN CONCRETE HUNSA IRV dC ASSOCUTES LLLddd 11 11 st 1�y�/„ IRVINE, INC $fir �OV�T �N 4 i _ MONUMENT STAMPED D 307 1935, IS 38 FT NEST 4R4FEssIp4, `' A-&- •�,� 0 4 PAUL R.N LESTON,JR.R.C.E.58020 EXP.e/30/0e DA INLAND EMPIRE REGION TUCT W S?b0a of 8 DIAL OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT �• t 0°�A,,p - 29po A0AN5 25D4 'SUITE A-ts n TNO RrORKNG SOUTH OF POWER POLE 19319 CWT. �c s RIVERSIDE CA 92504 (951)352-7Y00 y o$ BEFORE DAYS BEFORE o d N0.58020 * PLANNING RELATIONS RL i THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH ALBA STREET CIE CRUMPTON STREET h YW DIG Y'txI REVISE DUTY. OPENINGS To 16'WINOE � or.4/m/m . SHEETS I iS HEIGHT OF LIGHT ABOVE STATION MARK 1 MET'ER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR sn TOLL FREE 1-000-227-25W MARK -DESCRIPTION BY APPR. DATE PLAN SHEETS PREPARED FOR: CENTEX HOMES dN ' IVI CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. _ ¢ f SCALE: 1"=40' 1265 CORONA POIN iE COURT W"O F�0 F.B. FILE N0. .. A PUBLIC SERVICE BY DESIGNED BY: CHRISTOPHER C.PITZER DRAWN BY: CHRISTOPHER C.PITZER Q'cALtI ®C UNDERGROUND SERVICE ALERT Q CORONA.CA 92879 0919-32503 CENTEX HOMES ZI ELEV. 1425.76 FT NAVE 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON DATE: FEB. 2005 z �� KEN A.SEUMALO CITYENGINEER R.C.E.5691 .b EXP.6 07 (951)479-9300 m 1 ( _ I I - l I i 1' 9 10 11 12 PROFILE SCALES 7 8 9 10 11 II o HORIZ.: 1"- 40' ALBA STREET vERT.. 1"= 4- ALBA STREET SEE SHEET 3 SEE SHEET 4 �_ + n EC 4+72.2 I 9 x1 1! & N 8 65.00 60.00' 62.19 i " CL 7 . Yl'YOL _ 9o'zzl M o �TINMD „ N aND. LO -QRco j I '^ jowl 9 8 g m 11 f9 $ * a, P-1sos.e 7 CONSTRUCTION NOTES I Y c�ti ao I ? _ m P-1606. i P-160 .4 ,o9'fOl a "�' rn I U N JI W'd room 1° '° ON SHEET CONSTRUCTA.C.OVER A.B. CL II PER TYPICAL SECTIONS x V) II / + EC w o_ _ m 10+25.13 + m 3+90.43 •� o / N �� a o II to--CONSTRUCT 6"TYPE"A-6"CURB PER RIVERSIDE COUNTY o t• ECR 4 / N 10+08.32 R/W J STANDARD NO. 200 o I -- ,tz'eol - - 2 I ECR 4 [~.T - - b + O-CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD .B -- - - o 6 - - }9ZZI- ...g w m NO. 401. 4'THICKNESS,SIDEWALK WIDTH VARIES a v C e - 411 I f 2 N 2 w 3 9 •• "• w NO CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD { 11 ,It'tzL "-'+- A - - �\ 12 -- g 2 14 Q2N Bo---CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINOR STANDARD I -___ -i _ _ DWG.NO. 201 19 -o 14 w Q `�.� .,� 1 2 INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE OCwre STANDARD DWG. N0. 201 �6 D go--CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD NO.311 54 10+0%0 ROSE SACHET �E _ $ 9Z'OU 34.04' 10.4 _ I 7+58.17 ANTRY BAY STREET = R/ 02 11 CONSTRUE CT 9500LLUMEN STREET LIGHT PER RIVERSIDE COUNTY 3+45.13 ALGA ON SHEET 2) S RE I 3+00.43 4 - � 6 ,LL'Ltl m <. � r1 9+61. 9 ALBA S EET I 4 BCR 9+16.29 - 31,06 m d BCR m I n `t - I STANDARD N0. 1000 S ,OL'9LL N A Y{ oo N N ^ _ 44.61 1 14 REMOVE BARRICADE I - N O L) M� n Y+D~ N7 + + o W EC - 2+72.76 ± a 43 a~I 1$o 3 UV °' m �_ 0- - � I P-1598.0 o P I IS�a+o W (Bin LL x'Yzl m aIL d I U U N z+3z.113 0 1 w 11 12 O B s u'xl = P-1606.8 P-1606.3 m P-1605.° 14 ,f9'9t1 I ALGA STREET ALBA STREET SEE SHEET 3 o W mg SEE SHEET 3 BANTRY BAY STREET j s� ROSE SACHET LANE w f Is DATA TABLE DATA TABLE o + �g BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT ' Q S89'20'12'E 153.28' ® S89'19'48'E 166.17' QB 90'00'24' 25.00' 39.27' 25.00' 0 92-42'01' 25.00' 40.45' 26.21' . $ © N89'20'12'W 108.28' ® S89'19'48'E 122.61' '' - gQD 89'59'36' 25.00' 39.2T 25.Do, ® 90'00'00' 25.00' 39.2T 25.00' 0 20 40 80 120 160 QE N89'20'12"W 110.28' ® S89'19'48'E 121.17' iN ^ SCALE: 1"- 40' dJ 8 DIGTTT(��� _ 4Afj b 4•'/- o7 0 IL REVISIONS: PREPARED BY: PREPARED BY: CRY OF LAKE ss� -- a 11 � HUNSAKER do ASSOCIATES • � USC AND GS BENCH MARK DISK IN CONCRETE ?/h/� IRVINE, INC - s MONUMENT STAMPED D 307 1935, IS 38 FT WEST QYoress��, *� $TREES �ROVBENT pLAN `J ' - , W✓O�L 4 PAUL R.Nu STON,A.R.C.E.58020 EXP.6/30/OB DA INLAND EMPIRE REGION 'TiUCT N0.3Z603 OF g OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT W� + f+? P 2900 ADAMS SIREET,SUITE A-15 DIAL TWO WORKING s's RIVERSIDE CA 925W (951)352-7200 <g SOUTH OF POWER POLE 19319 CWT. 12 $ BEFORE DAYS BEFORE o€No.58020 }m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENQNFFRING/SUR*MG/GOYERIY/ENT RELATIONS ROSE SACHET LANE & BANTRY BAY STREET �.� YOU DIG YOU DIG Da.R/]0AS SHEETS i$ HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND s`V TOLL FREE 1-eoD-227-2eoo MARK DESCRIPTION BY APPR. DATE s PLAN SHEETS PREPARED FOR: CENTEX HOMES . y +� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. A PUBLIC SERVICE BY DESIGNED BY: CHRISTOPHER C. PITZER DRAWN BY: CHRISTOPHER C. PITZER e a o,,��f`� D SCALE: 1'-40' t265 CORONA^OINTE COURT 1W.O. Fes' F.B. FILF No. UNDERGROUND SERA�T ELEV. 1425.76 FT NAVD BB . D f O CORONA, CA 92879 0919_3YS03 CENTEX HOMES CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON DATE: FEB. 2005 KEN A.SEUMALO CITY NGINEER R.C.. 915 EXP.8�0 07 (951)479-9300 1.5 i I � 1 - - I t1 .... .. .... .... I 18 19 20 21 22 23 PROFILE SCALES 24 25 26 27 28 � BASIN "A" HORIZ.: 1'- 40' CONSTRUCTION NOTES 55 CRUMPTON STREET SEE SHT. 11 VERT.: 1'- 4' ET 1�SEE SHEET 4 7 CONSTRUCT A.C.OVER A.B.CL II PER TYPICAL SECTIONS ON SHEET 2 1 TRACT BOUNDARY I I I I 12 JI I I� I CONSTRUCT 8'TYPE'A-8'CURB PER RIVERSIDE COUNTY 42 41 40 N 39 I Q Z �STANDARD NO. 201 SEE SHEET 11 47 46 45 44 43 I OI _0 l�CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD FOR DETAILS = + ' I P-1606.5 P-1607.5 P-1608.5 P-1609.5 P-1610.5 �P-1611.3 P-1612.0 P-1612.2I I P-1613.2 I xI No. 401,4'THICKNESS, SIDEWALK WIDTH VARIES II .m I 4S z OS —CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD , I o ^ _ I LLJ y 0 m,o z NO's 209 k 209A 1+54.6 - N m 1+7 ECR o U — _ _ — _ _ _ -_ +SE T LINE"C" I N_I o o O N o CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINOR STANDARD . o DWG.NO.201 / 1 I o REMOVE DRIVEW Y ^'�� — — — — - — _ w Q — �ORM DRAIN qi Q Z Z u 7o-=INSTALL STREET NAME SIGNS PER Cltt OF LAKE ELSINORE 15 I I yg /� I aZ aww STANDARD DWG.NO. 201 'B >p T.G3G` H a ,� T + �-28'IN. SAWCUT,GRIND, OVERLAY AND JOIN PER DETAIL � ON SHEET 2 � �,. o — _ 3 3 +!• \ O9 —CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD NO. 311 N 19 - 1 + \� (CASE PER DETAIL ON SHEET 2) a PROPOSED EDGE OF 10 CONSTRUCT 6'DRIVEWAY(RESIDENTIAL)PER RIVERSIDEA&L }y� IX.AC DIKE A 8 - _ COUNTY STANDARD 207. W-27',UNLESS NOTED ON PLAN \ Ly � _ 20 21 22 23 PAVEMENT PER SHTS. 24_ 25 m � � FUT.CIt14` IX'A�E -� 19 +--�- B - �� P' � ip 16. C N�pp 12 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE BE REMOVED g m 050074 OF RVERSIDE f0 L=32' D �'',"f �24' S.D. PER T 25476 COUNTY STANDARD NO.1001 �'C7 7 -. - 26 WG �0 '�_ _ 13 INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD NO.810 TRACT REMOVE d E.�W�oc 14 BARRICADE 18+77 68 ECR — _ — — _ _ — —__ —_ _ _ _ _ - - s— — — — — — — 15 CONSTRUCT 8'A.C.DIKE PER RIVERSIDE COUNTY STANDARD BEGIN CONS UC ION — _ NO.212 30 BEGIN 2' GRIND h OVERLAY PRO R/W 4 f0 L=16' e * • — — _ 17 CONSTRUCT CURB OUTLET PER RIVERSIDE COUNTY STANDARD 1+00.D0 CRUMPTON STREET z t` LD x n * N0. 308 T CT BOUNDARY Mir TRAC,R BOUNDARY + N n J < + EX. R/W + 10 18 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE 43 26 + P-1608 COUNTY STANDARD PLAN N0. 306 c,w z h 0 h F Ey V) L�p ,- L=16' PROPO DST.L12;AT- - o o + m 4 r o *CONTRACTOR TO VERIFY S ro IV. CO. P. 050074 28 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C.8:W.C.D. d +Zx+� �a ep P-1608.4 n e 12 +Wg 0 EXISTING ELEV. w Y �� STD.DWG.NO.CB110 C mw I7 I I I i e; °T �= ALBA STREET N c SEE SHEET 4 RIVERSIDE STREET CURB DATA TABLE s�H CENTERLINE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT1, r w$6 BEARING/DELTA RADIUS LENGTH TANGENT ® 94'29'26' 35.00' 57.72' 37.86' � �' QA 10'46'50" 800.00' 150.53' 75.49' 0 2'27'07' 763.00' 3 2.65' 16.33 6 oa . 0N89'4530E 41 ol. L91 . 0. . ® 53351 1137.00 11 55.25' QD S84'40'40'E 58.46' ® S84'40'40"E 55.52' a8 ® 5-42'17" 837.00' 83.34' 41.70' --- ® N89'45'30'E 413.19' � ti 60 93'50'17* 35.00' 57.32' 37.43' � D 40 60 120 1 ® 5-33'51' 1063.00' 103.23' 51.86' SCALE: 1'=40' S84'40'40'E 1 61.56' 1 ig EVI I - PREPARED BY: PREPARED BY: CRY LAM LMI01� �'i Jo WGA ' JPRTL USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER & ASSOCIATES 4, ESS, k IRVINE, INCINc S71iEEf �ROVBrENT PLAN 6 I. 4,9 MONUMENT STAMPED D 1GHW 15 4,FT WEST tea av PAUL R. DLESTON,JR.R.CE.58020 EXP.8/30/08 CA INLAND EMPIRE REGION 3RACT N0.32603OF g OF CENTERLINE CALIFORNIANIA HIGHWAY 74, 33 FT e�' + +? 2900 ADAMS STREET,SUITE A-15 NDIAL iNO BORI(IIIG SOUTH OF POWER POLE 19319 CWT. 9y n RIVERSIDE CA 92504 (951)352-7200 8 12 BEFORE DAYS BEFORE u N0,58020 'A m PLANNING/EWNEERING/SURYEYMG/GOVERNMENT RELATIONS I ' r THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH RIVERSIDE STREET 777 YOU DIG iou qc oa.e/w/a SHEETS HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ° THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR STA. 18+77.68 TO STA. 26+06.76 �n MARK DESORPTION BY APPR. DATE PLAN SHEETS PREPARED FOR: CENTEX HOMES I LOLL FREE t-B00-227-28W tvl� +� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. A PUBLIC SERNCE BY DESIGNED BY: CHRISTOPHER C.PITZER DRAWN BY: CHRISTOPHER C. PITZER �F°�'cA�tf� SCALE: 1"=�� 1265 CORONA POINTE COURT W'O' Fes' F.B. FILE NO. Z UNDERGROUND SERVICE ALERT O CORONA,CA 92879 0919-32503 CENTEx HOMES I ELEV.1425.76 FT NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON DATE: FEB. 2005 951 479-9300 mI � KEN A. DMALO CITY ENGIN ER 15 P.8 30/O7 ) - a I J� 1 - I I I' I' _ I I I 1 2 3 4 5 PROFILE SCALES 5 6 7 I HORIZ.: 1 40' VERT.: 1 4' s CRUMPTON STREET REDLEAF COURT Mm MATCHLINE STA. +00.00 SEE SHEET 4 SEE SHEET 8 +<� CONSTRUCTION NOTES I I u SEE LEFT 10 16' v a+ NryN + LI I 8 I 10---CO STRUUCTZA.C.OVER A.B.CL II PER TYPICAL SECTIONS 1 u w 31 $ 3: s cc c e 1+00.00 TRAILING ROSE DRIVE = I I I m 27 ✓i WN I NY m rn3 p-1609.E I w !' 1 u + N W \ SANDARDTNO.2T�E"A-8"CURB PER RIVERSIDE COUNTY P-1608.7 + + P-1610.E 118.9Y U w + 16 `r I ^�"' 4 S CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD f0 16' BC= 5+52.51. BCR +52.51 R f0 N0.401,4"THICKNESS SIDEWALK WIDTH VARIES ECR 1+45.00 +45.00 O5 -CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD \ 111.3Y Ifo, O v BC '.I t1 Ad 6 16 6 _ _ ♦'�' �� ECR 4 /(@-, T•MP: R/W y '{F 5. �Ig' D E p II {S, y b� NO's 209&209A 76.21 .00• 1 5 , B a C , F �+ r f0 N � �I D 7 16,7p ge.47' 0 � O6�-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINOR STANDARD I nl + 2 i DWG.140. 201 -71 INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE 5 3 6 k 7 4 2 'k' �� ,11'e� Nll '� .� 7 s�J 1 STANDARD DWG.NO.201 CONSTRUCT LOCAL DEPRESSION PER R.C:T.D.STANDARD NO. 311 46 �'`' 1 1 (CASE PER DETAIL ON SHEET 2) EC= 2+78.71 H o '^' �� 79 w W �^ '� 19 2 10 CONSTRUCT 6-DRIVEWAY(RESIDENTIAL)PER RIVERSIDE G -1 f0 16' 2 COUNTY STANDARD 207,W-27',UNLESS NOTED ON PLAN J + R .' K = C 11 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY 83.50' 61.00' S8.00' 6 81.00' 22.1 („) N p � I 10 12' H iv 29.09' 172 0� STANDARD NO.1000 f0 R/W I 42, 655 4' 10 16' 46 4 e a Q I 7".41" 66' .0' 2' . 4 y I 2+ 18 161 46 • 4 ME LINE "C" SD 44� 10 FYP. I", ! 19 INSTALL BLUE RE1R0 REFLECTIVE PAVEMENT MARKER AS REQUIRED BY R.C.F.D. +✓i SEE SHEET 9 4 16' 72, REMOVE ANY AMACE EXISTINO GTYPE%-G'CYAS PER $ SEE SHEET 9 FOR I CR 14 TRAII G OS V n ~a u�; ,tZSB BASIN DETAILS ,� 1+00.00 REDL F COURT Iro m Q _ �.. 10 Its' 10 i61 46 LSD EASEMENT _� m m (IIVlRSIDE cauNn SrO. 200. 1 I H O go I I I I I 47 4s 45 44 9 43 u m �• s a o l u P-1606.5 J P-1607.5 N P-1608.5 P-1609.5 P-1610.5 P w $ J CRUMPTON STREET N 11 ' TRAILING ROSE DRIVE r� g TRAILING ROSE DRIVE ���lk o m„ DATA TABLE SEE SHEET 4 u z 01 Z 8 BEARING/DELTA RADIUS LENGTH TANGENT �� QA N89-44'05'E 452.51' < QB 90-55'06" 35.DO' 55.54' 35.57' DATA TABLE DATA TABLE SCALE: 1'= 40' NIZ © N89'44'05"E 105.25' BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT a k8 Q 90'00'DO' 25.00' 39.27' 25.00' ® N89-44'05"E 452.51' ® 212'37'22" 38.00' 141.02' 129.85' - �� QE 90-DODO" 25.00' 39.27' 25.00 ® NO'15'55"W 107.26' II S16V2'46'W 33.71' QF N89-44'05"E 1 155.77' ® N89-44'05"E 47.60' 349.37' ® O'30'7" 110.00' S0.97' 25.95' N89-44'05"E ® 90'00'00" 35.00' S4.98' 35.00' ® NI0'30'0"W 26.55' QH 87'01'25" 35.00' S3.16' 33.23' ® SO'15'55"E 15.71' ® 110'28'24" 60.00' 115.69' 86.45' 0 20 40 80 120 160 S n ® ® S80'01'43'E 41.04' ' �n 16'16'41" 110.00' 31.32' 15.76' SCALE: 1"= 40' a ® p S16'34'36"E 50.00' 10'14'12" 110.00' 19.65' 9.85' s MGA4 ]L VISION : _ cs N R PREPARED BY. PREPARED BY` HUNSAKER k ASSOCIATES �OFLAMd USC AND GS BENCH MARK DISK IN CONCRETE .. Inn] o MONUMENT STAMPED D 307 1935,IS 38 FT WEST RpFESSI h-47IRVINE, INC 87RSET �W�T PLAN 7 OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT �o� wuq,.�4 PAUL R.it ToN.,R.R.C.E.58020 EXP.8/30/08 DATE LEI� INLI,ND EMPIRE REGION 0o DIAL Ttq MCRKN7G SOUTH OF POWER POLE 19319 CWT. W�~ �.�� 2900 ADANS STREET,SUITE A-2 TUCT NO. 32M BEFORE DAYS BEFORE RRlIG/E*-92504 (951)T RELATIONS EL TI $ YOU DIG YOU DtO I REVISE DWY. OPENIAI6S To I61 WIDE s W Ro�s., *A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH PLANNYID�NCx C/ �191G/W T TRAILING ROSE DRIVE - HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. MARK DESCRIPTKIN BY APPR. DATE FROM STA. 1+00.00 TO 7+43.03 " i� TDLL FREE 1_ �7_ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS CITY AND STATE LA PLAN SHEETS PREPARED FOR; A PUBLIC SERVICE BY ctvi LAWS. AND A PERWT CAN BE ISSUED. CENTER HOMES DESIGNED BY: CHRISTOPHER C. PITZER DRAWN BY: CHRISTOPHER C.PITZER 'f Q`CALtf ' / SCALE: 1"=40' 1265 CORONA POINIE COURT I'D' FOR: F.B. FLLE N0. p IXIOERaRatXto SERVICE ALERT ELEV. 1425.76 FT NAVD 88 C.r O 07 CORONA•CA 92879 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON DATE: FEB. 2005 0919-32503 CENTEX HOMES Z, K 1 XP. 7 (951 479-9300 z m 1�� � c g I I. I �i 1 I. PROFILE SCALES 1 2 3 HORIZ.: 1"— 40' VERT.: 1"— 4' TRAILING ROSE DRIVE - SEE SHEET 7 c I j rnI tro I o, co ol 4 co � � �Y CONSTRUCTION NOTES CONSTRUCT A.C. OVER A.B.CL II PER TYPICAL SECTIONS a rn m ON SHEET 2 N W CONSTRUCT 6'TYPE'A-6'CURB PER RIVERSIDE COUNTY 6 2 63.14 22.16 4 STANDARD NO.200 a S96B - CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD ry ECR 3 - NO. 401.4-THICKNESS,SIDEWALK YADTH VARIES 6 .73' 28.47� � E �. � p _ i°?• OS —CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD ' - 3 B G p Z niO �'� NO's 209 do 209A 1.9 '�P ss a N CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINOR STANDARD n 2 18 ON DWG.NO.201 1 19 F INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE - Z STANDARD DWG.NO.201 F 5 6 J 1&�3 49 a4r G cjm '� 10 CONSTRUCT 6-DRIVEWAY(RESIDENTIAL)PER RIVERSIDE • - ' COUNTY STANDARD 207,W-2Y,UNLESS NOTED ON PLAN 7 � ( 11 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY I 'i•BP1. STANDARD N0. 1000 BCR 1+00.00 REDLEAF COURT = Oil byoe 19 INSTALL BLUE RETRO REFLECTIVE PAVEMENT MARKER AS REQUIRED BY R.C.F.D. I 10"IP: u + 4 nm ppN mm V c�i+ 16� ^sr REMOVE MID..LE PL.ACE_EXI STING-4".SYPE-M-G"..C✓A8 PfR .._ p:0 0 ff t/ F'N I gV pO o RWERS/OE GVNTY STO• QOO. {Qm{ _.O 11 iO DATA TABLE TRAILING ROSE DRIVE V @ BE BEARING/DELTA RADIUS LENGTH TANGENT SEE SHEET 7 - -' I Z 5015'S5'E 153.28'�^ Q C mg QB 90YJp'oo' 25.00' 39.27' 25.00' © SO'15'55'E 18.73' REDLEAF COURT *44,11'r z 8 QD 1618'41' 110.00' 31.32' 15.76' Z J 5 SCALE: V- 40' QE S16.34'36'E 50.00, QF 212'37'22" 3&00' 141.02' 129.8V o a © S16'02'46'W 50.00' QH 1618'41' 110.DO' 31.32 15.76' I `� QI SO15'S5'E 1&73' - S (2) 90'00'00- 25.00' 39.2T bN 0 20 40 80 120 160 - $N SCALE: 1' - 40• rg V4C) 6V 4.11-07 0 - 18 ILREVISIONS; - PREPARED BY. PREPARED BY: CRY OF LNIZ diNone - - CCC___ USC AND GS BENCH MARK DISK IN CONCRETE HUNSA IRV d[ ASSOCIATES MG RT �j�/�► IRVINE, INC STFUMT �oV�T �N 8 MONUMENT STAMPED D 3O7 1935, IS 38 FT WEST QPOFEsslph `r INLAND EMPIRE REGION •�,� 0 4 PAUL R.HUE TON,JR.R.C.E 68020 EXP.8/30/OB A OF OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT +"�p0��+>b f 2900 ADAMs STREET,117E A-15 1�A(�"T rDIAL TMO "� SOUTH OF POWER POLE 19319 CWT. s n RIVERSIDE CA 92so4 (951)352-7200 8 BEFORE DAYS BEFORE "E N NIX 32M o.5B02D }m PLAW"/ENWflRNG/SURWYW/GOVUM"T REunaNS Bi YOU DIG /1/ ra olc IIII RfvISE PWY. OI[NIN6S TO IGc WIDE t —i _ A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH REDLEAF COURT SHEETS HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. y THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/� FROM STA. 1+00.00 TO 2+53.28 : MARK DESCRIPTION BY APPR. DATE PLAN SHEETS sn TOLL FREE 1-800-227-2600 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PREPARED FOR: CENTER HOMES ��F Ivl �F+' SGALE: 1'-40' W.O. FOR: F.B. FILE N0. '." A PUBLIC SERVICE BY DESIGNED BY: CHRISTOPHER C. PITZER DRAWN BY: CHRISTOPHER C. PITZER °�cA�lf A 1265 CORONA POINTE COURT m UNOERCROUND SERVE AST ELEV. 1425.76 FT NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON QJ o*.., 7 DATE: FEB. 2005 CORONA, CA 92879 0919-32503 CENTER HOMES ZI KEN A.SEUMALO CITY ENGINEER R.C.E.56915 EXP.6 30 07 (951) 479-9300 Z 1 I� 1 2 3 4 S PROFlLE SCALES 6 7 8 9 ! HORIZ.: 1"— 40' VERT.: 1"- 4' I �r� y _ CENTERLINE DATA TABLE STORM DRAIN CENTERLINE DATA TABLE _ --= — c —= -- BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT I 01 N89'45'30 2439.62' S84'40'40'E 69.05' p 0 513'51' 1100.00' 106.82' 53.45' 84'24'45" 22.50' 33.15' 20.41' 1 s -- N - 03 S84'40'40"E 150.94' NO'75'55'W 87.81' tD Z - + 04 5'33'51' 1100.00' 106.82' 53.45' S0'26'40' 45.00' 39.62' 21.20' 0s — N CD STR E7 00- _ �� RIVERSIDE � N89'45'30"E 413.19' N50'42'34'W 22.46' c"I~Q 'C� 2 - ■ 3 I - g m --`/ -� 5 _ Q NO'15'00W 53.00' 53.00'83.25', 53.00' S89'44'05"W 90.00' 125.37'62.13-1 32.36' < 1 EX. 24" STORM DRAIN 20 m � — ©I N89'44'05"E 1 1 452.51- PER TRACT 25476 m — — Lj 2 - �--- W O -- —�\ I 5-- tnN --��— --- EX. 18' STORM DRAIN __--- -�� PER TRACT 25476 2 CONSTRUCTION NOTES 20' SD- EX. INLET STRUCTURE I ESMT. 41 42 / 20 INSTALL 18'R.C.P. CUSS I"PER TRACT 25476 p-1 U g I I 40 p_1gi1. 23 CONSTRUCT MANHOLE N0. 1 PER R.C.F.C. k W.C.D. STD. DWG.N0.MF1 251 p-1612.2 p_1 n 26 CONSTRUCT CONCRETE COLLAR PER R.C.F.C.B W.C.D. STD. t _11 o � �� DWG.N0.M803 39 � I + 28 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. k W.C.D. v P-1612.4 79 'n STD. DWG. NO. CB110 PROPOSED V—DRC j I BC 6+22' p• m O •H.D.P.E PIPE MAY BE USED IN PLACE OF R.C.P., C.I.P.C.P. OR C.S.P. m O PER ROUGH GRAD' PLANS 2503 SHT. 6 OF R.I I ,yo r + Ln C V Fr1 id I I _ aC+ zLAJ 1. to C 8 I I bx � - 8 _ N ♦ � � I G SE DRIVE =N 1 c I I p-1612.9 7 EI I I x 0 20 40 80 120 160 �$ STORM DRAIN LINE "C" Voc, ©f y.p.07 SCALE: 1" = 40' o f REVISIONS: bEAL-ENGINEER PREPARED BY: PREPARED BY: CRY OF LAIC LMpI� aU USC AND GS BENCH MARK DISK IN CONCRETE HUNSA IRV do ASSOCIATES MONUMENT STAMPED D 307 1935, IS 38 FT WEST Q*OfESSIq IRVINE, INC STOW �" �N 9 MG RT'g OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT y�o�Fuwq�k fi PAUL R.NUD STaN,J2.R.C.E.58020 EXP.a/DO/OB DATE' INLAND DM STREET SUITE A 15 �• Hp 11M0 NORI�IC SOUTH OF POWER POLE 19319 CWT. �' n RIVERSIDE CA 92504(951 352-7200 !. DIAL 1 BEFORE �� u N0.5CK120 *A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH F'LANWNG/ENGBFEPoNG/SURIEYING/GOVI7 T RBATIDNS RIVERSIDE ST. & TRAILING ROSE DR 8' 12 a" YOU DIG You e/-/m SHEETS HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATELAWS, AN CONDITIONS OF DEVELOPMENT AND/OR STA. 4+32.79 TO 8+50.00 to_ MARK DESCRIPTION BY APPR. DATE PLAN SHEETS PREPARED FOR: CENTEX HOMES 1011 FREE t-WO-227-260D ��r 1Y11 +� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 140' w.o. FOR: 8 A RUBUC SERVICE BY DESIGNED 8Y: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH f CAl1Fd �/ // ,9� 1265 CORONA POINTE COURT F•B. 7NO. o IACEROROUID SE1tNCE MDT Q.IL� p¢(!7 CORONA, CA 92679 0919-32503 CENTEX HOMES ZI ELEV. 1425.76 FT NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A. UMA CITY NGIN R RCE 56915 DATE: FEB. 2005 (951) 479-9300 I I I I � o I Af 1 8 9 10 PROFILE SCALES 4 5 6 7 8 CENTERLINE DATA TABLE HORIZ.: 1"� 40' i`/ tN BEARING/DELTA RADIUS LENGTH TANGENT VERT•: 1"= 4' '�88£t 25 ,96'89 ,00'OL y w 01 S89'20'12'E 153.28' • iv Q2 N89'44'05'E 452.5l' I Z o o a z 20 O +RN 00 20 o w N -x Z*L691-d � - SS m § I 2 yrnJ I •00 U NW un a4 pe a 20 s N� � m� FNw T � 191 ,¢'6091-d S'9091-d S'LD9l-d 0- _ ��� 09 STORM DRAIN CENTERLINE DATA TABLE _ _ ew �a oa § n w w v a BEARING/DELTA RADIUS LENGTH TANGENT o w v a n N84'45'13'E 124.55' Q• ,09'bS _. - - CB 3 x a -= 5'54'35' 306.00' 31.56' 15.79' _._---- - !" _-- - ST. STA. 3+26.66 25 or N J-- -. _ - W=7', V-9.15' �� w N89'20'12'W 27.58' ---- - rn SEE SHEET 3 O II v13 Mn N89'20'12'W 106.18' - _ N S•ca 14'24'35' 90.00' 22.63' 11.38' W t- DO ED IN LL_ p-_ 22 �' �'M7i _ _ _ S76-15'13'W 43.01' Q= `- -- _ Go 12 - 4 DST - -- 8 a 3+45.43 ALLBA STREET 1+00.00 ROSE SACHET LANE _ - F --�„ " N38'26'09�E 17.71' _ co a I <W N22'21'27'W 28.25' � S'O 1 rn i I N= 00' 1 S7 F£ `■ � x g ACCESS ROAD AND STORM DRAIN LINE 'f INFO Y/f _ 2 _�___ S89'44'05'W 169.92' Z +aN �+ m A SEE LOT'f OF TRACT MAP 32503 AND SHT. 5 L.j 589'44'05'W 169.92' W ={Ju� + �II OF ROUGH GRADING FOR STORM DRAIN LINE'f -x 6'91+4 08 SEE SHT. 5 OF ROUGH r ELI 45'00'00' 45.00' 35.34' 18.64' '� o N4575'55'W 18.84' W 1e �, Mn m w GRADING PLANS FOR TRACT '9691,—d a� �O vp�4 0.' ��n + 32503, FOR STORM DRAIN Cl N $ O Z� J -, 9 25 24 ! CB 6 25 31 I .� O Ia' ST. STA. 4+46.55 8 a ZZ•ZL+ _ W=21', V-3.60' + ,.1m OE�I 1& $ b 03 SEE SHEET 3 y 9l-d 9'8091-d n 1 3+06.14 TRAIUNG ROSE DRIVE _ 969H IZ +n f E it "1 1+00.00 REDLEAF COURT OOgI ,�b'9L r rII CONSTRUCTION NOTES l LtoL N z 3F �CONSTRUCT LOCAL DEPRESSION PER R.O.T.D.STANDARD N0.311 ,LZ'OL T BOUNDARY = S a z S g (CASE PER DETAIL ON SHEET 2) o �' 6l ;, r U J INSTALL 18'R.C.P.CLASS IV* _ J 1 REDLEAF COURT ALBA STREET �� 22 INSTALL 30'R.C.P.(SEE PROFILE FOR D-LOAD)' e• �� d§ TRAILING ROSE DRIVE 24 DWGSNO.CMH 254 N0. 4 PER R.C.F.C.8 W.C.D. STD. 'S ROSE SACHET LANE STORM DRAIN LINE »C" 25 CONSTRUCT CATCH BASIN N0.i PER R.C.F.C.&W.C.D. STD. g DWG.N0. CB 100 STORM DRAIN LINE »D" 0 20 40 80 120 160 26 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. do W.C.D.STD. J r DWG.NO. M803 �M 31 INSTALL FOSSIL FILTER PER RIVERSIDE COUNTY STD. NO. 300A 0 20 40 80 120 160 y{ 1•_ •H.D.P.E.PIPE NAY IRE USED IN PLACE OF R,C.P., C.LP.C.P. OR CSP. .1 1- 8� I ,{� ¶¶��VVT¶¶��� VOtl ISV 4•FT-G7 SCALE: 1' 40'D I( ALI„ R PREPARED BY: PREPARED BY: C.ITY OF LAIC a>f�1E 1`1�f11T v -`Lr."4 11 USC AND GS BENCH MARK DISK IN CONCRETE /� IJ '� HUNSAKER k ASSOCIATES css, K �'\ W.A.� IRVINE, INC STORM CRAM PLAN 10 I MONUMENT STAMPED D 307 1935, IS 38 FT WEST Q�au ov o 4 PAUL R.Hu STON,Jit.R.C.E.58020 EKP.6/70/OB INLAND EMPIRE REGION �A� of g OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT �� a o f 290o ADAIS STREET,SUITE A-15 DIAL T1MD WORKING SOUTH OF POWER POLE 19319 CWT. s RIVERSIDE CA 92504 (951)352-7200 y $6' YOU DIG BEFOREDAYYS BE ORE L' NO.seo20 m PLAW"/FNCNEERW/SURVEWNG/GOVERNMENT RELA11ONS D,•��� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH TRAINLING ROSE DR. & ROSE SACHET LANE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. SHEETS to MARK DESCRIPTION BY APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 71xL FREE 1—eoo 227'2aoo CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED, PLAN SHEETS PREPARED FOR: CENTEX HOMES $ �'�f �+� SCALE: 1'-40' w.o. FOR: - A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH �►'OAiI� 1265 CORONA POINTE COURT F.B. 7NO. z U1OfA0R0uID ALERT ELEV. 1425.76 FT NAVD 88 Gt� Of111�7 CORONA, CA 92879 0919-32503 CENTEX HOMES CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER; MATTHEW BUSCH KEN A.SEUMALO CITY ENGINEER RCE s6s15 DATE: FEB. 2005 (951) 479-9300 zI� '. - _ a R/W - - - - - R a COLUMN NUMBER ROW NUMBER DNMETER OF 6'-8" ORCO WALL COLUMNS PACI in ROWS PACI in OF HOLES HOLES in tt TUBULAR VIEW - FENCE (UNDER 3 7 4 6" 12 t' .083• PERMIT) SEPERATE PERMIT) 2�' LOT 47 I 4.00' 6' 1"OWIE7ER � _- 2' BRA r° 1s' 4' 160�°o ROW � ounE N�aEs C ROW O HOLES PER ._ _ '. l ti 4i�� '.h°j Fy 6• TABLE - - '1: .01L J.00' - - -- - - - FS Y �{I L-2.0' ROW 0 ORIFICE PLATE - V. ggl-AT- $. - - - I WEIR WEIR INLET �_ - SECTION "D-D" SECTION "E-E" J/8"ORIFICE PLATE �W f�� � x m _ - - _ N.T.S. N.T.S. ORIFICE - - - OPENING NEW ORIFICE PULE ,� _ TUBULAR VIEW I Cypyp EE FENCE (UNDER 1 SEPERATE PERMIT) } RnY o' 3/6e"ORIFICEI PULE ,. A el - }�0 ORIflCE PULE 1.00 -- '�� UNDERLINE CR1Vfl WAll THICKNESS WEIR - - - - � WITH FILLER FABRIC - . - _ s0?S, l i C;'• 2 '.°' GR/VE1 ! I (I) O O O - - _ o UNDER SIDEWALK TO BE — — 1599_ CONSTRUCTED PER SHT. 4 OF TII ���� �I I - STREET IMPROVEMENT PLANS 2.17' 2.17' L1- SECTION "F N.T.S. 3' WATER QUALITY OUTLET _ -- TRAILING ROSE DRIVE _ _ - I -T._ EPR. 8' WATER MAIN - -- ' - ZC PROFILE SCALES I ' I , I e4 0 CLASSES FILTER BLANKET* GROUTED HORIZ.: 1 .0' y �S- 2 TON 1 TON 1/2 TON 1/4 TON RIPRAP UPPER LAYER LOWER ONLY \ \ ' O U I , VELOCITY ROCK THICKNESS MINIMUM VERT.: 1"� 4' g FILTER FABRIC LAYER CONCRETE w 2 TON 0-5 Ft Sx. CUSS (T) PENETRATION 2 TON 50-100 0-5 6-14 1/4 TON 2.T MIRAFI 700X 14" �� M I I L i C 1 TON 95-100 50-100 0-5 f 1/2 TON 50-IDO 0-5 14-16 1/2 TON 3.4' OR EQUIVALENT SAND 18" ,y •• Q 5 j�. Ld / T 1/4 TON 95-100 50-100 16-18 t TON 4.3' AS PER NOTES 23" 200 LB 95-100 18-20 2 TON 5.4' BELOW 29" BD 75 LB 95-100 FILTER FABRIC: Ln ZG // / / I. CONSTRUCT 6'-6' ORCO I L' -ROCK SHALL BE EITHER QUARRY STONE OR BROKEN MIRAFI 700X OR EQUIVALENT 'O" CONCRETE,COBBLES ARE NOT ACCEPTABLE FILTER BLANKET MATERIAL SWILL BE 12'THICK h WELL GRADED \ M 0) p'L WALL AND TUBULAR VIEW WITHIN THE UMITS SPECIFIED BELOW: 1L F O I m 03'6 I FENCE WITH GATE PER Sc Z Oti' PERIMETER WALL PLANS SI ENin S SMALLER(BY Weight) �I o Q g? I I (UNDER SEPARATE PERMIT) 12 100 8 75-100 T/2 NO. 4 BARS 6 60-80 4 40-60 2 °`2w v Mill.) PLAN — EMERGENCY OVERFLOW CONTRACTOR IS RESPONSIBLE FOR 2 I OW 1 5-25 x ~o 3 B 0-10 D or W SCALE: 1•- 10' THE R18*TSTORM DRAIN SUND RION OF i 2 i7 0 CRUMPTON ST., AND THE INLET AND I tr D g 2 OUTLET STRUCTURES FOR THE WATER a V I �j .N FABRIC LAYER E E TUBULAR VIEW QUALITY BASIN, PER SHT. 5 AND 6 OF ( E F �� 1 FENCE (UNDER THE ROUGH GRADING PLANS, AND SHT. / ° SAND SEPERATE PERMIT) 4 AND 11 OF THE STREET iI 15 (� I E Irl I 32503.IMPROVEMENT PLANS FOR TRACT I P—1606.5 FABRIC LAYER 9.3'TO 9.0' M b oou00iLXENT STREET CONSTRUCTION NOTES 5.00' VAR 9 I SILL.CLASS 420 1. -C-2000 CONCRETE (IF SHOWN ON PLANS) 2o---CONSTRUCT 6'TYPE "A-6"CURB PER RIVERSIDE COUNTY '`I Cf SECTION D - D STANDARD NO. 200 MAX SIDEWALK WS-1601 J2 --� �,2y 0 AP 29 CONSTRUCT 8•TYPE "A-B"CURB PER RIVERSIDE COUNTY I 1.0%MIN. 6'LX4'WX2.7T I STANDARD NO. 201 » -•. 15 CONSTRUCT 8"A.C. DIKE PER RIVERSIDE COUNTY STANDARD SD I E \ r� NO. 212 S 21 I v ♦' TON RIP-RAP 29 2 '. i o c a 16 CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY BASIN A J `rr• B'LX7'WX2.7T d CONCRETE PIPE 2 �• STANDARD N0. 309 ti 3"CGIJCRETE(4000°SI)SPILLWAY \•1p'. `- -�� q D or W w OVER 90JI COMPACTED NATIVE OR CONCRETE CHANNEL 18 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE AS DIRECTED BY SOILS ENGINEER 1+40.22 AgTrl-_ —._J .. IB EL ROP L 6 S COUNTY STANDARD PLAN N0. 306 WITH 1.4 r 1.4 WNAI _ Z N SECTION "H—H, r 15 •� c G 20 HT STORM DRAIN NOTES o SPILLWAY EMERGENCY OVERFLOW SECTION cP �n 6•WIDE SL07 - n$ N.T.S. --�_. . D O— �� i RIV RSIDE STREET o h 21 CONSTRUCT 3.00'WATER QUALITY RISER INLET PER DETAIL ON SHEET NO. 11 (26 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. g W.C.D.STD. WATER UALITY BASIN A I 3(MIN) v DWG.N0.M803 7f f! d 2D or 2W 3D or 3W(LB'MIN.) 27 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD.PLAN D89 29 CONSTRUCT RIP-RAP ENERGY DISSIPATOR PER DETAIL HEREON (PRIVATELY MAINTAINED) SECTION E - E D 30 CONSTRUCT CONCRETE SPILLWAY PER DETAIL HEREON 0 10 20 40 60 80 STORM DRAIN DATA TABLE _ 9 RIP—RAP ENERGY DISSIPATOR DETAIL •H.D.P.E. PIPE MAY BE USED IN PLACE OF R.C.P., CLP.CP. OR C.S.P. �$ BEARING/DELTA RADIUS LENGTH TANGENT SCALE: 1"= 20' S87'25'56"W 92.28' Ql� LI'(�' v7 � ' 1 DIGA `-ERT II� A PREPARED BY: /////J PREPARED BY: HUNSAKER k ASSOCIATES WY OF u� I USC AND GS BENCH MARK DISK IN CONCRETE �I(�oTIRVINE, INC Il MONUMENT STAMPED D 307 1935. IS 38 FT WEST f�oFcss rql• �T �N 1 `$ DIAL OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT y,•o+w1D��o f4 PAUL R.HUDtI STON,UR.R.C.E.58020 EXP.6/30/Os DATE INLAND DM STREET SUITE A 15 1�ACT In 32503 of �.. TOD WORKWO SOUTH OF POWER POLE 19319 CWT. • RIVERSIDE CA 92504 (95i)352-7200 BEFORE DAYS BEFORE ¢N0.58020 *n PLAWYNG/ENW EERING/SURVEIING/GOVDM"T RELATIONS 12 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SECTIONS, DETAILS $Q YOU DIG YOU OIC HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. W A/w/m THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR STA. 17+00.00 TO 18+50.02 & BASIN "A" SHEETS TO u FREE 1-1100-227-2600 MARK DESCRIPTION BY APPR. DATE CITY AND STATE LAWS AND A PERMIT CAN BE ISSUED. PLAN SHEETS PREPARED FOR: CENTEX HOMES I S �''e• d+' "`� SCALE: 1"�40' W.O. FOR: A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH 1265 CORONA POINTE COURT F.B. FILE No. d SERVICE T ELEV. 1425.76 FT NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH Of�9� DATE: FEB. 2005 CORONA, 9 92879 0919-32503 CENTEX HOMES zi N A. CITY N RCE 56915 (951) 479-9300 I I m � CITY OF LAKE ELSINORE SIGNING AND STR IMPROVEMENT PLAN RIVERSIDE STREET LL= DIKE FUTURE CURB& GUTTER WDIKE R' RIVERSIDE STREET - - - - - - /—PR.�tOW- - - - - - - - - - - - - - _ 42 — PROPOSED CURB & GUTTER 'r �_ 44 « 1G0 N - EXISTING EDGE UNE - - -- - - --- - - - - - - = - REMAIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING EDGE LINE - EXISTING AC DIKE TRACT BOUNDARY N FUTURE CURB k GUTTER \�I - SIGNS BE REMOVED _ -- - PROPOSED CURB& GUTTER ROW -- --� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GENERAL NOTES 1. TRAFFIC STRIPES, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS PER FEDERAL HIGHWAY SIGNING & STRIPING CONSTRUCTION NOTES ADMINISTRATION MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2003 EDITION OR ITS LATEST 40 APPLY THERMOPLASTIC PAVEMENT MARKINGS AS SHOWN ON PLANS REVISION) AND CALTRANS MUTCD CALIFORNIA SUPPLEMENT (MAY 20, 2004), CALTRANS STANDARD PLANS DATED JULY 2004 AND STANDARD SPECIFICATIONS DATED JULY 1999. 41 INSTALL SIGN AS NOTED ON PLAN 42 APPLY 12" THERMOPLASTIC CROSSWALK OR LIMIT LINE PER MUTCD 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL BE INSTALLED 2003 CALIFORNIA SUPPLEMENT SECTION 3B-17 (CA)(PG. 3B-18) (SOLID WHITE) ON 4" x 4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON THE PLAN. 43 APPLY THERMOPLASTIC TYPE IV (R)) ARROW PER MUTCD 2003 CALIFORNIA SUPPLEMENT FIGURE 3B-21 (CA) (PG. 36-29) 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT 8-- PAINT 8" CHANNELIZING LINE PER MUTCD 2003 CALIFORNIA MARKINGS SHALL MATCH COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. ALL STRIPING AND SUPPLEMENT FIGURE 3A-112, DETAIL 38 (PG. 3A-14) MARKING DETAIL SHALL MATCH CALTRANS STANDARD PLANS DETAILS. 45 REMOVE CONFLICTING STRIPING/ PAVEMENT MARKINGS 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. I 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD AS DIRECTED BY THE k " COUNTY INSPECTOR ON THE JOB SITE. O E 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY THE C DEVELOPER/APPLICANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY THE z 8 CONTRACTOR. o 'E �N 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN o ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN. INSTALLATION 8 SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH "EXPRESSWAY" OR "ARTERIAL" CLASSIFICATION, IN COMPLIANCE WITH CALTRANS STD. SPECIFICATIONS SECTION 85-1.06 AND AS DETERMINED BY RIVERSIDE COUNTY RIVERSIDE a COUNTY TRANSPORTATION DEPARTMENT. N 8 TRANSPORTATION DEPARTMENT D 15 30 so 90 120 <8 APPROVED BY: i SCALE: 1" 30' MGA TT� Wb t 4'Ir U 7 KHALED A. OTHMAN R C E. 33950 EXP.: 6 30 O6 DATE�I '/ REVISIONS: - PREPARED BY: /f PREPARED BY: CITY Q LAB fl�� T USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER ASSOCIATES ,lti MONUMENT STAMPED D 307 1935,IS 38 FT WEST pFESS� 1 Ir IRVINPI INC S�(` (` STRIM0 RROMAEl ' P�M 12 __ OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT W�oQR °y4 f PAUL R.MU LESTON,JR.R.C.E.SW20 EXP.6/30/08 DA INLAND EMPIRE REGION OF `�'�4�, 2900 ADAMS STREET,SUITE A-15 H8 DIAL two xDRKwc SOUTH OF POWER POLE 19319 CWT. s A RIVERSIDE cA 925a (9st)352-7zo0 BEFORE DAYS BEFORE N0.58020 # PANNING /�'E'�G/00 ERNMENT RELATIONS THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE MATH RIVERSIDE STREET & CRUMPTON STREET YOU DIG You D� HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. of'."/a$ SHEETS �, THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR s� tou fttEE 1_ 227_ MARK DESCRIPTION BY AI'PR. DALE PLAN SHEETS PREPARED FOR: CENTER HOMES �� 1V1� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. A WXK1C SERVICE BY DESIGNED BY: CHRISTOPHER C.PITZER DRAWN BY: CHRISTOPHER C. PITZER P q`CAL1f SCALE: t"�40' 1265 CORONA POWEE COURT W'0' Fes' F.B. flLE NO. o UNDERGROUND SERMCE ALERT ELEV. 1425.76 FT NAVD 88 a 7 CORONA,CA 92879 0919-32503 CENTER HOMES zi CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON DATE: FEB. 2005 y5t 478_9300 z t �c KEN A. UMALO CITY NCINEER R.C.E. 915 EXP.8 07 m fi1 t 1 S �]