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HomeMy WebLinkAbout32503_IMPV_ST_1-12 ESTIMATE OF STREET IMPROVEMENT QUA,+,TITIES GENERAL NOTES: CITY OF LAKE ELSINORE NO DESCRIPTION UAN TOTAL 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY 1 CONSTRUCT A.C. OVER A.B. CL ll PER TYPICAL SECTIONS ON SHEET Z (TOTAL) 121,300 S.F. UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS 0.25'ASPHALT 89,480 S.F. WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF STREET IMPROVEMENT PLAN 0.39'ASPHALT 31,820 .F. THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NO CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE CONSTRUCT 6"TYPE`A-6'CURB PER RIVERSIDE COUNTY STANDARD NO.200.: 4,480 LF LOCATION, NOT THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND CONSTRUCT 8'TYPE'A-8*CURB PER RIVERSIDE COUNTY STANDARD N0. 201. 11361 L F. UTIL , PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT.THE CON RACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES 4 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401, 4"THICKNESS 54,695 IF. FOR THE PROTECTION OF ALL UTILITIES PIPES OR STRUCTURES,WHETHER WIDTH OF SIDEWALK SHALL BE AS NOTED ON PLANS SHOy N ON THESE PLANS OR NOT.ANY UTILITY DAMAGED DURING THE TRA C T No. 32503 PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE CONSTRUCT CROSS CUTTER PER RIVERSIDE COUNTY STANDARD NOs 209&209A. 2,625 S.F. SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS 9 0 6 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.NO.. 101. 9 EA. EXPEENNSE. . INSTALL STREET NAME SONS PER CITY OF LAKE ELSINORE STANDARD DWG. NO. 201. 7 EA. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS 10=1.8CFS 100=2.BCF5 8 2'MIN. SAWCUT AND OVERLAY AND JOIN PER DETAIL 8 ON SHEET 2. 2,780 S.F. FOR PUBLIC WORKS (LATEST EDITION),AND STANDARD DRAWING OF THE $ 1 I "11,0,:4 FS 9 CONSTRUCT LOCAL DEPRESSION PER R.GT.D. STANDARD /311(CASE PER DETAIL ON SHEET 2). 6 EA. COUNTY OF H THESE RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE 0=4.7CFS 1 1 FS_ -CONSTRUCT 6'DRIVEWAY, CONSTRUCT 9500 LUMEN SJ(RESIDENRAL)PER RIVERSIDE COUNTY STANDARD 2OZ UGHT PER RIVERSIDE COUNTY 5TANDARtl PLAN N0. 1000. 62 EA. FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 1 = g100�2.1CF5 1 -HOUR PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT R 48 _ _ _ FS 10009CFS - �-1- - - 5 EA. HOUR 124 EXT. B BETWEEN THE HOURS OF 9:00 AM EC ON P.M. _ _ = OUN1Y OF RIVERSIDE -STR OF "® CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN N0. 1001. 3 EA. _ - - - 1 CRY OF IAIfE INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS N0.'810. 35 L F. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR ae 1 3 c MONDAY THROUGH FRIDAY. _ -.L _ - REMOVE BARRICADE 70 L.F. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH I q BOp33. F '4 '! 'Z`� e�,. .12 23 "711. G>,'PY - r -- -- CONSTRUCT 8'A.C. DIKE PER RIVERSIDE COUNTY STANDARD NO. 212 433 L.F. CALTRANS TRAFFIC MANUAL AT ALL TIMES DURING CONSTRUCTION AS I 7 I- -- - 100=4. CF B N6 __ __ _ I I CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY STANDARD NO.309 1 EA. APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO -- -- - 10=4.0 C S _- T -- -- -- I I I 47 1 1 7 2Ei �+9 CONSTRUCT CURB OUTLET PER RIVERSIDE COUNTY STANDARD NO. 308 1 EA. SHALL REQUIRE IMMEDIATE WORK STOPPAGE. I = SHE J �'�L'4 C S- - _- 1 HEE i I J SH ET CONSTRUCT ASPHALT CONCRETE OVERSIDE'DRAW PER RIVERSIDE COUNTY STANDARD PLAN NO. 306 1 EA. S. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE - -- -- --- REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 61 1 S r<„ � i - ���� ( 1 46S I � I INSTALL BLUE RETRO REFLEC77VE PAVEMENT MARKER AS REQUIRED BY R.CF.D• 11 EA. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR I ', c e I * -� _ __ -1 �� - _- _-_ �1 4 II� ESTIMATE OF STORM DRAIN QUANTITIES(R.C.T.D.) THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY GGG��� ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO I -- -- -+ _ I --. / NO DESCRIPTION TOTAL BEGINNING WORK.THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND I I I p __ ' W�1 5Q 49 481 74 XF WI -L QUANTITY252L. -- -- I 1 SERVICE ALERT(U.S.A.)AT 1-800-227-2600 AT LEAST 48 HOURS PRIOR 4 � j9 Sg 57rjEj --- c INSTALL 18 R.C.P. CLASS IV* 1252 L.F. TO BEGINNING WORK. I I I+lr,, CB1#5 30 CONSTRUCT 3.00'WATER QUALITY RISER INLET PER DETAIL ON SHEET N0. 11 1 EA. W I .i tb=3.6CF 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE _ _ $ INSTALL 30"R.C.P. (SEE PROFILE FOR D-LOAD)* 410 L.F. PROPOSED WORK AREA,AND RELOCATION AND COST OF ALL EXISTING Q100 4.00FS I 10-0. CFS 3u I I 7 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & WC.D. STD, DWG.MH 251, 2 EA. UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE OF 1 Q100=8. CPS 29 1 O 1 I P I CB 4 I i 17 CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. 6 431 '\ I 1 1 10=3.SC I' CONSTRUCT MANHOLE NO. 4 PER R.CF.C. &W.C.D. STD. DWG. MH 254 3 EA. 60 46 45 1 ' - ® CONSTRUCT CATCH BASIN NO. 1 PER R.CF,Q&W.C.D. STD. DWG.NO. CB 100. 6 EA. 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR 1 1 I 1 I 1 34 CONSTRUCT CONCRETE COLLAR PER R.C.F.C.&W.C.D. STD.DWG.NO. M803 3 EA. TO PAVING THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, 59 44 1 31 r 28 I I 8 I I 42 I i 33 WATER,TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES. 1 I } i'J Cp I-- - - ® CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD. PLAN 089 2 EA. 1 10=9.7CFS CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. &WC.D. S7D.DWG. NO. CBIIO 2 EA. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE 1----" 0100=15.5CFS Im I TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION -A I 41 I \-- CONSTRUCT RIP-RAP ENERGY DISSIPATOR PER DETAIL ON SHT. 11 2 EA. REQUIRED. SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES cV -- CONSTRUCT CONCRETE SPILLWAY PER DETAIL SHT. 11 153 S.F. ONLY. TRACT 25476 Z I I INSTALL FOSSIL F7L7ER PER RIVERSIDE COUNTY STD.NO. TOOA 1 EA. 1 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE ' 40 I *H.D.P.E. PIPE MAY BE USED IN PLACE OF R.C.P., C6P.CP. OR C.S.P. POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE �I � -- -- -- -- ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS *4"' I01 eft - 36 35 TO THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF "AS '� �' ( 01 .5CFS 39 3$ 37 BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO 1 SIGNING&STRIPING QUANTITIES THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. cj 1 r 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING INDEX MAP 1OF NO DESCRIPTION QUANTITY CONSTRUCTION �__ __ __ _- THRU NOT USED THE CITY ENGINEER. CENTERUNEC SF TIES ARE TO FURNISHED DS A TO THE CITY1 /i 0 50 100 200 300 400 4. ENGINEER UPON COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS APPLY THERMOPLASTIC PAVEMENT MARKINGS AS SHOWN ON PLANS i EA. GRANTED. 4 INSTALL SIGN AS NOTED ON PLAN I EA. SCALE: 1" = 100' ® APPLY 12"THERMOPLASTIC CROSSWALK OR LI T LINE PER MUTCD 2003 CALIFORNIA SUPPLEMENT 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION SEC77ON 38-17(CA)(PC 35-18)(SOLID WHITE 15 L.F. WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID © IV APPLY THERMOPLA TIC TYPE (R)ARROW PER MUTCD 2003 CALIFORNIA SUPPLEMENT PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER PAVING LEGEND FIGURE 3B-21(CA (PO. 38-29) 2 EA. 1JZWG JOB SITE DDURI G THEP TOTAL TIME TEPFRAM MIT MUST BE PRESENT AT THE DEVELOPER: PARCEL"A"AS SHOWN ON LOT LINE ADJUSTMENT LLAI:3693, ® PAINT 3 CHANNEETAIL LINE PER MU 2003 CALIFORNIA SUPPLEMENT WITH CERTIFICATE E INSURANCE, REQUIRED BONDING U LEGAL DESCRIPTION `� INDICATES PROPOSED A.C. PAVING FIGURE 3A-112,DETAIL 38(PC. 3A-14T 170 L.F. APP SET ANS. JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH � I'. .. REMOVE CONFLICTING STRIPING1 PAVEMENT MARKINGS 450t L.F. CENTEX HOMES RECORDED JULY 13,1994 AS INSTRUMENT NO. 279746 OF ® INDICATES PROPOSED OVERLAY 1265 CORONA POINTE COURT OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, ALSO NOTE CORONA, CA 92879 DESCRIBED IN THE DOCUMENT AS FOLLOWS: - TELEPHONE (951)479-9300 INDICATES PROPOSED CONCRETE SIDEWALK. 1. ALL VALVES AND MANHOLES SHALL BE ADJUSTED TO FINAL BEGIN A PORTION OF THE WEST ONE-HALF OF THE WEST STREET FINISH SURFACE PER APPROPRIATE PLANS. FAX (951)372-2819 ONE-HALF AND A PORTION OF THE EAST ONE-HALF OF THE 2. ALL BLUE DOT PAVEMENT MARKER SHALL BE INSTALLED AT WEST ONE-HALF OF LOT 9,OF SUNNYSLOPE SUBDIVISION LYING LOCATIONS PER THE WATER PLANS SOILS ENGINEER: IN THE NORTHERLY ONE-HALF OF SECTION 28, TOWNSHIP 5 I---- - ------------ 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 I.F.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 SHT. S.F. SQUARE FEET ORANGE,CA 92867 DIEGO COUNTY,CALIFORNIA. NO, DESCRIPTION 1 PROJECT SITE 1 A.C. ASPHALT CONCRETE INSTR. INSTRUMENT 1 / I 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 � B.C. BEGIN CURVE TAN. TANGENT 2 DETAIL SHEET LOCAL DE PROFILE l TNT. INTERSECTION OF LOT 9 OF SAID MAP. 3 ALBA STREET PLAN&PROFILE I COUNTY OF RIVERSIDE �,11 TR.32503 B.C.R. BEGIN CURVE RETURN J.N. JOB NUMBER T. TOP OF CURB 4 ALBA STREET&CRUMPTON STREET PLAN&PROFILE I B.V.C. BEGIN VERTICAL CURVE L. LENGTH T.F. TOP OF FOOTING ELEV. TOPOGRAPHIC SURVEY SOURCE: PARCEL"B"AS SHOWN ON LLAS 3693,RECORDED JULY 13. 5 ROSE SACHET LANE AND BANTRY BAY STREET PLAN&PROFILE C.B. CATCH BASIN T.G. TOP OF GRATE 6 RIVERSIDE STREET PLAN&PROFILE I x I 1994 AS S C.F. CURB FACE L•f. LINEAR FEET T.1. TRAFFIC INDEX AERIAL PHOTOGRAPHIC METHODS FLOWN IN 03/18/1998 BY: INSTRUMENT NO. 279746 OF OFFICIAL RECORDS OF RIVERSIDE 7 TRAILING ROSE DRIVE PLAN&PROFILE I / TR. 476 CL CLASS LT. LEFT TR TOP OF RETAINING WALL 8 REDLEAF COURT PLAN&PROFILE I ARROWHEAD MAPPING COUNTY, CALIFORNIA,ALSO DESCRIBED IN THE DOCUMENT AS MAX. MAXIMUM T.W. TOP OF WALL ELEV. L C/L CENTERLINE MIN. MINIMUM USC AND GS UNITED STATES COAST AND GEODETIC SURVEY 431 MACKAY DRIVE FOLLOWS: I L-i -� o 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 WEST I / 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 RAMSGATE L I 1 D.F. DEEPEN FOOTING NA NORTH AMERICAN VERTICAL DATUM WEST ONE-HALF OF LOT 9,OF SUNNYSLOPE SUBDIVISION LYING 1 1 1 R DWY. DRIVEWAY No. J NO. NUMBER - 100 - EXIST. CONTOUR IN THE NORTHERLY ONE-HALF OF SECTION 28, TOWNSHIP 5 ND. DESCRIPTION & EA. EACH N.T.S. NOT TO SCALE -too- PROP. CONTOUR o WATER METER CIT _ SOUTH,RANGE 4 WEST,SAN BERNARDINO BASE AND MERIDIAN 9 STORM DRAIN LINE"D' PLAN &PROFILE&DETAILS I m E.C. END CURVE N.O.I. NOTICE OF INTENT ---- PROPERTY LINE RECORDED IN MAP BOOK 13,PAGE 619,RECORDS OF SAN LAKE EL aRE , a; E E.C.R. END CURVE RETURN O.C. ON CURVE - 10 STORM DRAIN LINE"D" PLAN &PROFILE&DETAILS I DAYLIGHT LINE TIT CATCH BASIN&LOCAL DEPRESSION DIEGO COUNTY CALIFORNIA. 11 STORM DRAIN LINE V& LATERALS PLAN &PROFILE&DETAILS I m E.G. EDGE OF GUTTER O.R. OFFICIAL RECORDS 2% SHEET FLOW RATE * O m o E.P. EDGE OF PAVEMENT P. PAD ELEVATION GRADED SWALE 3'O.X. DEPTH OF REQ'D OVER EXCAVATION BEGIN THE SOUTHERLY ONE-HALF OF THE WESTERLY ONE-HALF i s E.V.C. END VERTICAL CURVE P.C.C. PORTLAND CEMENT CONCRETE _� OF LOT 9 OF SAID MAP. INDEX OF SIGINING & STRIPING SHEETS: $m CENTERLINE �� CUT ILL LINE - -- F.F. FINISH FLOOR ELEV. P.I. POINT OF INTERSECTION Q IF SHT 1 S r g F.G. FINISH GRADE POR. PORTION - SWALE HIGH POINT TRACT BOUNDARY BASIS OF BEARINGS: THE SOUTHERLY 432 FEET OF LOT 8 OF SUNNYSLOPE BEGIN N4. DESCRIPTION I J ax*o� I F.L. FLOWUNE PROP. PROPOSED FLOWIJNE ✓ EDGE OF PAVEMENT W.H. TOWNSEND'S SUBDIVISION OF THE NORTH HALF OF SECTION 12 SIGNING&STRIPING FOR RIVERSIDE STREET PLAN I "w uw R P.U.E. PUBLIC UTILITY EASEMENT s✓ SUBDRAIN THE BEARINGS FOR THIS SURVEY IS 28, TOWNSHIP 5 SOUTH, RANGE 4 WEST, SAN BERNARDINO AND CRUMPTON STREET F.S. FINISHED SURFACE ggg p�p�N ---- RIGHT OF WAYE BASERECORDEDMAP 1 G1 TANGENT GRADE IN R.C.T.D. IVERSIDEDCOUNTY�PIPE TOPAOF SLOPE '. ,:'., PROP. CONCRETE COORDINATTHE E SYSTEM, ONENIA STATE N6,NORTH RECORDS OFSANADIEGO COUNTY, CALIFORN�.13, PAGE 619, a 6 G2 TANGENT GRADE OUT TRANSPORTATION DISTRICT '_a STREET SIGN AMERICAN DATUM 1983, AS I 1 g G.B. GRADE BREAK R.G. ROUGH GRADE TOE OF SLOPE G.F.F. GARAGE FINISH FLOOR R= RATE OF SLOPE RETAINING WALL PROP. DRIVEWAY DETERMINED LOCALLY BY THE LINE ALONG WITH A PORTION OF LOT 9 MB 013/619 SD TOWNSEND VICINITY MAP P 1 1 8 m V V �s BETWEEN NGS CORS STATIONS"ESRW" SUB COUNTY OF RIVERSIDE I 1 H.D.P.E. HIGH DENSITY POLYETHYLENE RT, RIGHT N FIRE HYDRANT + UTILITY POLE AND"PPBF",BOTH AS PUBLISHED ON N.T.S. a R:W. RECLAIMED WATER TRANSPORTATION DEPARTMENT I SEC.28&29 T.5S.,R.4W I H= HEIGHT 1"S--" STREET LIGHT t3 UTILITY POLE WITH GUY WIRE NGS DATA SHEETS,BEING N31-30.44"W APPROVED BY: I PAGE 836,F-7,1999 THOMAS BROS.MAP ���1 SOUND OR SCREEN WALL (EPOCH 2000.35). L----------------------------- H off'' 0' DEEPENED FOOTING AJji b P�v 1I'IT 0 7 KHALED A. OTHMAN R.C.E.33950 EXP.: 6 30 O6 DATE d SEAL-ENGINEERBENCHMARK: REVISIONS: I M GA RTPREPARED BY: PREPARED BY: HUNSAKER & ASSOCIATES CFn OF LAKE B,1lNOIE m . $ USC AND GS BENCH MARK DISK IN CONCRETE IRVINE INC 1 ��' MONUMENT STAMPED D 307 1935,IS 38 FT WEST Ra�EEssr�g�V� I STREET M>'ROVENETIT PLAN OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT Ap,o aHuuctf,,4�n PAUL R.H LESTON,JR.R.C.E.58020 ExP.B/3o/OB ATE 12N9000 ADAMS STREETESLRTEE•GI 15 TRACT NO. $2W3 of N DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. 'Os m0 RIVERSIDE CAS825o4 (9si) 72OD BEFORE DAYS BEFORE No.58020 m PLANNING/EWaRING/SURVEYING/GOVERNMEN3T2RELADONs TITLE SHEET 12 YOU DIG You DIc W �,e/wXa A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH �� HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. s THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS ..c MARK DESCRIPTION BY APPR. DATE `^i TOIL FREE 1-eoo-227-2soo CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PLAN SHEETS PREPARED FOR;SCALE: 1"=40' CENTEX HOMES W.O. FOR: A PUBUC SERMCE BY DESIGNED BY: CHRISTOPHER C. PITZER DRAWN BY: CHRISTOPHER C. PITZER o'CANF 1265 CORONA POINTE COURT FB. FILE No. o ?EI 1 CORONA,CA 92879 0919-32503 CENTEX HOMES ZI' UNDERGROUND SERVICE ALERT ELEV. 1425.76 FT NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON DATE: FEB. 2005 Z �'' KEN A.SEUMALO CITY ENGINEER R.C.E.56915 EXP.6130107 951)479-9300 m ESTIMATE OF STREET IMPROVEMENT QUA,+,TITIES GENERAL NOTES: CITY OF LAKE ELSINORE NO DESCRIPTION UAN TOTAL 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY 1 CONSTRUCT A.C. OVER A.B. CL ll PER TYPICAL SECTIONS ON SHEET Z (TOTAL) 121,300 S.F. UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS 0.25'ASPHALT 89,480 S.F. WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF STREET IMPROVEMENT PLAN 0.39'ASPHALT 31,820 .F. THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NO CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE CONSTRUCT 6"TYPE`A-6'CURB PER RIVERSIDE COUNTY STANDARD NO.200.: 4,480 LF LOCATION, NOT THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND CONSTRUCT 8'TYPE'A-8*CURB PER RIVERSIDE COUNTY STANDARD N0. 201. 11361 L F. UTIL , PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT.THE CON RACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES 4 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401, 4"THICKNESS 54,695 IF. FOR THE PROTECTION OF ALL UTILITIES PIPES OR STRUCTURES,WHETHER WIDTH OF SIDEWALK SHALL BE AS NOTED ON PLANS SHOy N ON THESE PLANS OR NOT.ANY UTILITY DAMAGED DURING THE TRA C T No. 32503 PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE CONSTRUCT CROSS CUTTER PER RIVERSIDE COUNTY STANDARD NOs 209&209A. 2,625 S.F. SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS 9 0 6 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.NO.. 101. 9 EA. EXPEENNSE. . INSTALL STREET NAME SONS PER CITY OF LAKE ELSINORE STANDARD DWG. NO. 201. 7 EA. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS 10=1.8CFS 100=2.BCF5 8 2'MIN. SAWCUT AND OVERLAY AND JOIN PER DETAIL 8 ON SHEET 2. 2,780 S.F. FOR PUBLIC WORKS (LATEST EDITION),AND STANDARD DRAWING OF THE $ 1 I "11,0,:4 FS 9 CONSTRUCT LOCAL DEPRESSION PER R.GT.D. STANDARD /311(CASE PER DETAIL ON SHEET 2). 6 EA. COUNTY OF H THESE RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE 0=4.7CFS 1 1 FS_ -CONSTRUCT 6'DRIVEWAY, CONSTRUCT 9500 LUMEN SJ(RESIDENRAL)PER RIVERSIDE COUNTY STANDARD 2OZ UGHT PER RIVERSIDE COUNTY 5TANDARtl PLAN N0. 1000. 62 EA. FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 1 = g100�2.1CF5 1 -HOUR PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT R 48 _ _ _ FS 10009CFS - �-1- - - 5 EA. HOUR 124 EXT. B BETWEEN THE HOURS OF 9:00 AM EC ON P.M. _ _ = OUN1Y OF RIVERSIDE -STR OF "® CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN N0. 1001. 3 EA. _ - - - 1 CRY OF IAIfE INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS N0.'810. 35 L F. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR ae 1 3 c MONDAY THROUGH FRIDAY. _ -.L _ - REMOVE BARRICADE 70 L.F. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH I q BOp33. F '4 '! 'Z`� e�,. .12 23 "711. G>,'PY - r -- -- CONSTRUCT 8'A.C. DIKE PER RIVERSIDE COUNTY STANDARD NO. 212 433 L.F. CALTRANS TRAFFIC MANUAL AT ALL TIMES DURING CONSTRUCTION AS I 7 I- -- - 100=4. CF B N6 __ __ _ I I CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY STANDARD NO.309 1 EA. APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO -- -- - 10=4.0 C S _- T -- -- -- I I I 47 1 1 7 2Ei �+9 CONSTRUCT CURB OUTLET PER RIVERSIDE COUNTY STANDARD NO. 308 1 EA. SHALL REQUIRE IMMEDIATE WORK STOPPAGE. I = SHE J �'�L'4 C S- - _- 1 HEE i I J SH ET CONSTRUCT ASPHALT CONCRETE OVERSIDE'DRAW PER RIVERSIDE COUNTY STANDARD PLAN NO. 306 1 EA. S. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE - -- -- --- REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 61 1 S r<„ � i - ���� ( 1 46S I � I INSTALL BLUE RETRO REFLEC77VE PAVEMENT MARKER AS REQUIRED BY R.CF.D• 11 EA. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR I ', c e I * -� _ __ -1 �� - _- _-_ �1 4 II� ESTIMATE OF STORM DRAIN QUANTITIES(R.C.T.D.) THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY GGG��� ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO I -- -- -+ _ I --. / NO DESCRIPTION TOTAL BEGINNING WORK.THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND I I I p __ ' W�1 5Q 49 481 74 XF WI -L QUANTITY252L. -- -- I 1 SERVICE ALERT(U.S.A.)AT 1-800-227-2600 AT LEAST 48 HOURS PRIOR 4 � j9 Sg 57rjEj --- c INSTALL 18 R.C.P. CLASS IV* 1252 L.F. TO BEGINNING WORK. I I I+lr,, CB1#5 30 CONSTRUCT 3.00'WATER QUALITY RISER INLET PER DETAIL ON SHEET N0. 11 1 EA. W I .i tb=3.6CF 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE _ _ $ INSTALL 30"R.C.P. (SEE PROFILE FOR D-LOAD)* 410 L.F. PROPOSED WORK AREA,AND RELOCATION AND COST OF ALL EXISTING Q100 4.00FS I 10-0. CFS 3u I I 7 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & WC.D. STD, DWG.MH 251, 2 EA. UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE OF 1 Q100=8. CPS 29 1 O 1 I P I CB 4 I i 17 CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. 6 431 '\ I 1 1 10=3.SC I' CONSTRUCT MANHOLE NO. 4 PER R.CF.C. &W.C.D. STD. DWG. MH 254 3 EA. 60 46 45 1 ' - ® CONSTRUCT CATCH BASIN NO. 1 PER R.CF,Q&W.C.D. STD. DWG.NO. CB 100. 6 EA. 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR 1 1 I 1 I 1 34 CONSTRUCT CONCRETE COLLAR PER R.C.F.C.&W.C.D. STD.DWG.NO. M803 3 EA. TO PAVING THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, 59 44 1 31 r 28 I I 8 I I 42 I i 33 WATER,TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES. 1 I } i'J Cp I-- - - ® CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD. PLAN 089 2 EA. 1 10=9.7CFS CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. &WC.D. S7D.DWG. NO. CBIIO 2 EA. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE 1----" 0100=15.5CFS Im I TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION -A I 41 I \-- CONSTRUCT RIP-RAP ENERGY DISSIPATOR PER DETAIL ON SHT. 11 2 EA. REQUIRED. SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES cV -- CONSTRUCT CONCRETE SPILLWAY PER DETAIL SHT. 11 153 S.F. ONLY. TRACT 25476 Z I I INSTALL FOSSIL F7L7ER PER RIVERSIDE COUNTY STD.NO. TOOA 1 EA. 1 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE ' 40 I *H.D.P.E. PIPE MAY BE USED IN PLACE OF R.C.P., C6P.CP. OR C.S.P. POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE �I � -- -- -- -- ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS *4"' I01 eft - 36 35 TO THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF "AS '� �' ( 01 .5CFS 39 3$ 37 BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO 1 SIGNING&STRIPING QUANTITIES THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. cj 1 r 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING INDEX MAP 1OF NO DESCRIPTION QUANTITY CONSTRUCTION �__ __ __ _- THRU NOT USED THE CITY ENGINEER. CENTERUNEC SF TIES ARE TO FURNISHED DS A TO THE CITY1 /i 0 50 100 200 300 400 4. ENGINEER UPON COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS APPLY THERMOPLASTIC PAVEMENT MARKINGS AS SHOWN ON PLANS i EA. GRANTED. 4 INSTALL SIGN AS NOTED ON PLAN I EA. SCALE: 1" = 100' ® APPLY 12"THERMOPLASTIC CROSSWALK OR LI T LINE PER MUTCD 2003 CALIFORNIA SUPPLEMENT 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION SEC77ON 38-17(CA)(PC 35-18)(SOLID WHITE 15 L.F. WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID © IV APPLY THERMOPLA TIC TYPE (R)ARROW PER MUTCD 2003 CALIFORNIA SUPPLEMENT PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER PAVING LEGEND FIGURE 3B-21(CA (PO. 38-29) 2 EA. 1JZWG JOB SITE DDURI G THEP TOTAL TIME TEPFRAM MIT MUST BE PRESENT AT THE DEVELOPER: PARCEL"A"AS SHOWN ON LOT LINE ADJUSTMENT LLAI:3693, ® PAINT 3 CHANNEETAIL LINE PER MU 2003 CALIFORNIA SUPPLEMENT WITH CERTIFICATE E INSURANCE, REQUIRED BONDING U LEGAL DESCRIPTION `� INDICATES PROPOSED A.C. PAVING FIGURE 3A-112,DETAIL 38(PC. 3A-14T 170 L.F. APP SET ANS. JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH � I'. .. REMOVE CONFLICTING STRIPING1 PAVEMENT MARKINGS 450t L.F. CENTEX HOMES RECORDED JULY 13,1994 AS INSTRUMENT NO. 279746 OF ® INDICATES PROPOSED OVERLAY 1265 CORONA POINTE COURT OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, ALSO NOTE CORONA, CA 92879 DESCRIBED IN THE DOCUMENT AS FOLLOWS: - TELEPHONE (951)479-9300 INDICATES PROPOSED CONCRETE SIDEWALK. 1. ALL VALVES AND MANHOLES SHALL BE ADJUSTED TO FINAL BEGIN A PORTION OF THE WEST ONE-HALF OF THE WEST STREET FINISH SURFACE PER APPROPRIATE PLANS. FAX (951)372-2819 ONE-HALF AND A PORTION OF THE EAST ONE-HALF OF THE 2. ALL BLUE DOT PAVEMENT MARKER SHALL BE INSTALLED AT WEST ONE-HALF OF LOT 9,OF SUNNYSLOPE SUBDIVISION LYING LOCATIONS PER THE WATER PLANS SOILS ENGINEER: IN THE NORTHERLY ONE-HALF OF SECTION 28, TOWNSHIP 5 I---- - ------------ 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 I.F.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 SHT. S.F. SQUARE FEET ORANGE,CA 92867 DIEGO COUNTY,CALIFORNIA. NO, DESCRIPTION 1 PROJECT SITE 1 A.C. ASPHALT CONCRETE INSTR. INSTRUMENT 1 / I 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 � B.C. BEGIN CURVE TAN. TANGENT 2 DETAIL SHEET LOCAL DE PROFILE l TNT. INTERSECTION OF LOT 9 OF SAID MAP. 3 ALBA STREET PLAN&PROFILE I COUNTY OF RIVERSIDE �,11 TR.32503 B.C.R. BEGIN CURVE RETURN J.N. JOB NUMBER T. TOP OF CURB 4 ALBA STREET&CRUMPTON STREET PLAN&PROFILE I B.V.C. BEGIN VERTICAL CURVE L. LENGTH T.F. TOP OF FOOTING ELEV. TOPOGRAPHIC SURVEY SOURCE: PARCEL"B"AS SHOWN ON LLAS 3693,RECORDED JULY 13. 5 ROSE SACHET LANE AND BANTRY BAY STREET PLAN&PROFILE C.B. CATCH BASIN T.G. TOP OF GRATE 6 RIVERSIDE STREET PLAN&PROFILE I x I 1994 AS S C.F. CURB FACE L•f. LINEAR FEET T.1. TRAFFIC INDEX AERIAL PHOTOGRAPHIC METHODS FLOWN IN 03/18/1998 BY: INSTRUMENT NO. 279746 OF OFFICIAL RECORDS OF RIVERSIDE 7 TRAILING ROSE DRIVE PLAN&PROFILE I / TR. 476 CL CLASS LT. LEFT TR TOP OF RETAINING WALL 8 REDLEAF COURT PLAN&PROFILE I ARROWHEAD MAPPING COUNTY, CALIFORNIA,ALSO DESCRIBED IN THE DOCUMENT AS MAX. MAXIMUM T.W. TOP OF WALL ELEV. L C/L CENTERLINE MIN. MINIMUM USC AND GS UNITED STATES COAST AND GEODETIC SURVEY 431 MACKAY DRIVE FOLLOWS: I L-i -� o 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 WEST I / 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 RAMSGATE L I 1 D.F. DEEPEN FOOTING NA NORTH AMERICAN VERTICAL DATUM WEST ONE-HALF OF LOT 9,OF SUNNYSLOPE SUBDIVISION LYING 1 1 1 R DWY. DRIVEWAY No. J NO. NUMBER - 100 - EXIST. CONTOUR IN THE NORTHERLY ONE-HALF OF SECTION 28, TOWNSHIP 5 ND. DESCRIPTION & EA. EACH N.T.S. NOT TO SCALE -too- PROP. CONTOUR o WATER METER CIT _ SOUTH,RANGE 4 WEST,SAN BERNARDINO BASE AND MERIDIAN 9 STORM DRAIN LINE"D' PLAN &PROFILE&DETAILS I m E.C. END CURVE N.O.I. NOTICE OF INTENT ---- PROPERTY LINE RECORDED IN MAP BOOK 13,PAGE 619,RECORDS OF SAN LAKE EL aRE , a; E E.C.R. END CURVE RETURN O.C. ON CURVE - 10 STORM DRAIN LINE"D" PLAN &PROFILE&DETAILS I DAYLIGHT LINE TIT CATCH BASIN&LOCAL DEPRESSION DIEGO COUNTY CALIFORNIA. 11 STORM DRAIN LINE V& LATERALS PLAN &PROFILE&DETAILS I m E.G. EDGE OF GUTTER O.R. OFFICIAL RECORDS 2% SHEET FLOW RATE * O m o E.P. EDGE OF PAVEMENT P. PAD ELEVATION GRADED SWALE 3'O.X. DEPTH OF REQ'D OVER EXCAVATION BEGIN THE SOUTHERLY ONE-HALF OF THE WESTERLY ONE-HALF i s E.V.C. END VERTICAL CURVE P.C.C. PORTLAND CEMENT CONCRETE _� OF LOT 9 OF SAID MAP. INDEX OF SIGINING & STRIPING SHEETS: $m CENTERLINE �� CUT ILL LINE - -- F.F. FINISH FLOOR ELEV. P.I. POINT OF INTERSECTION Q IF SHT 1 S r g F.G. FINISH GRADE POR. PORTION - SWALE HIGH POINT TRACT BOUNDARY BASIS OF BEARINGS: THE SOUTHERLY 432 FEET OF LOT 8 OF SUNNYSLOPE BEGIN N4. DESCRIPTION I J ax*o� I F.L. FLOWUNE PROP. PROPOSED FLOWIJNE ✓ EDGE OF PAVEMENT W.H. TOWNSEND'S SUBDIVISION OF THE NORTH HALF OF SECTION 12 SIGNING&STRIPING FOR RIVERSIDE STREET PLAN I "w uw R P.U.E. PUBLIC UTILITY EASEMENT s✓ SUBDRAIN THE BEARINGS FOR THIS SURVEY IS 28, TOWNSHIP 5 SOUTH, RANGE 4 WEST, SAN BERNARDINO AND CRUMPTON STREET F.S. FINISHED SURFACE ggg p�p�N ---- RIGHT OF WAYE BASERECORDEDMAP 1 G1 TANGENT GRADE IN R.C.T.D. IVERSIDEDCOUNTY�PIPE TOPAOF SLOPE '. ,:'., PROP. CONCRETE COORDINATTHE E SYSTEM, ONENIA STATE N6,NORTH RECORDS OFSANADIEGO COUNTY, CALIFORN�.13, PAGE 619, a 6 G2 TANGENT GRADE OUT TRANSPORTATION DISTRICT '_a STREET SIGN AMERICAN DATUM 1983, AS I 1 g G.B. GRADE BREAK R.G. ROUGH GRADE TOE OF SLOPE G.F.F. GARAGE FINISH FLOOR R= RATE OF SLOPE RETAINING WALL PROP. DRIVEWAY DETERMINED LOCALLY BY THE LINE ALONG WITH A PORTION OF LOT 9 MB 013/619 SD TOWNSEND VICINITY MAP P 1 1 8 m V V �s BETWEEN NGS CORS STATIONS"ESRW" SUB COUNTY OF RIVERSIDE I 1 H.D.P.E. HIGH DENSITY POLYETHYLENE RT, RIGHT N FIRE HYDRANT + UTILITY POLE AND"PPBF",BOTH AS PUBLISHED ON N.T.S. a R:W. RECLAIMED WATER TRANSPORTATION DEPARTMENT I SEC.28&29 T.5S.,R.4W I H= HEIGHT 1"S--" STREET LIGHT t3 UTILITY POLE WITH GUY WIRE NGS DATA SHEETS,BEING N31-30.44"W APPROVED BY: I PAGE 836,F-7,1999 THOMAS BROS.MAP ���1 SOUND OR SCREEN WALL (EPOCH 2000.35). L----------------------------- H off'' 0' DEEPENED FOOTING AJji b P�v 1I'IT 0 7 KHALED A. OTHMAN R.C.E.33950 EXP.: 6 30 O6 DATE d SEAL-ENGINEERBENCHMARK: REVISIONS: I M GA RTPREPARED BY: PREPARED BY: HUNSAKER & ASSOCIATES CFn OF LAKE B,1lNOIE m . $ USC AND GS BENCH MARK DISK IN CONCRETE IRVINE INC 1 ��' MONUMENT STAMPED D 307 1935,IS 38 FT WEST Ra�EEssr�g�V� I STREET M>'ROVENETIT PLAN OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT Ap,o aHuuctf,,4�n PAUL R.H LESTON,JR.R.C.E.58020 ExP.B/3o/OB ATE 12N9000 ADAMS STREETESLRTEE•GI 15 TRACT NO. $2W3 of N DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. 'Os m0 RIVERSIDE CAS825o4 (9si) 72OD BEFORE DAYS BEFORE No.58020 m PLANNING/EWaRING/SURVEYING/GOVERNMEN3T2RELADONs TITLE SHEET 12 YOU DIG You DIc W �,e/wXa A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH �� HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. s THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS ..c MARK DESCRIPTION BY APPR. DATE `^i TOIL FREE 1-eoo-227-2soo CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PLAN SHEETS PREPARED FOR;SCALE: 1"=40' CENTEX HOMES W.O. FOR: A PUBUC SERMCE BY DESIGNED BY: CHRISTOPHER C. PITZER DRAWN BY: CHRISTOPHER C. PITZER o'CANF 1265 CORONA POINTE COURT FB. FILE No. o ?EI 1 CORONA,CA 92879 0919-32503 CENTEX HOMES ZI' UNDERGROUND SERVICE ALERT ELEV. 1425.76 FT NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON DATE: FEB. 2005 Z �'' KEN A.SEUMALO CITY ENGINEER R.C.E.56915 EXP.6130107 951)479-9300 m I R/W R/W 56' R/W R/W 10 19' ia' 10, 74. CONSTRUCTION NOTES 5' 5' 1 5' S' 15' 22' 22' 15' CONSTRUCT A.C. OVER A.B.CL II PER TYPICAL SECTIONS ON SHEET 2 2x \ \ 2 3' 12 i g� g� a—CONSTRUCT 6"TYPE"A-6"CURB PER RIVERSIDE COUNTY -_- 2q STANDARD N0. 200 2 ? /��1 - ----- ---___ _____ 3a-CONSTRUCT 8"TYPE`A-8"CURB PER RIVERSIDE COUNTY -'_--- STANDARD NO. 201 5 4 ®--CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD ALBA STREET (2+16.11 TO 2+67.77 & 9+97.30 TO 10+77.83) FUTURE IMPROVEMENTS 2 NO. 401, 4"THICKNESS,SIDEWALK WIDTH VARIES BY OTHERS 5Q-CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD TRAILING ROSE DR. (�5+04.91 TO 6+53.47) CRUMP'ON STREET NO's 209&209A REDLEAF CT. T.I.=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.L=5.5, R-VALUE=40-60, A.C.=0.25',A.B.=0.50' DESIGN SPEED = 35 M.P.H. INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STANDARD DWG. NO.201 AREA= 40,572 SF, A.C.= 731 TONS, A.B.= 632 CY DESIGN SPEED = 35 M.P.H. o--2'MIN. SAWCUT,GRIND, OVERLAY AND JOIN PER DETAIL 8 ON SHEET 2 O9 -CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD NO. 311 (CASE PER DETAIL ON SHEET 2) 10 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207, W-27',UNLESS NOTED ON PLAN 10'-20'y 10' 20' it CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY OPEN SPACE OPEN SPACE _ R^Y STANDARD NO. 1000 2I 88 R� 12 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE so' _ COUNTY STANDARD NO. 1001 1 7' 3T 37' T 11 10' 20' 20, 1 10' 13 INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD 1' 6' 18, 18' g' 1' _. - NO.810 1 1 4' 6' e' 4' 14 REMOVE BARRICADE 2 ---- .. 2 _ „p -�1 27 15 No 2T2UCT 8"A.C. DIKE PER RIVERSIDE COUNTY STANDARD 4 LEx. PAVEMENT 4 'U11L11Y 4 4 18 CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY 3 B ® 3 2 2 STANDARD NO. 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+15t TRAILING ROSE DR. (1+00.00 TO 5+04.91 1a CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE T.I.=8.0 , R-VALUE=40-60, A.C.=0.39', A.B.=0.67' COUNTY STANDARD PLAN NO. 306 AREA= 17,621 SF, A.C.= 419 TONS, A.B.= 438 CY ROSE SACHET LANE & BANTRY BAY STREET 19 INSTALL BLUE RETRO REFLECTIVE PAVEMENT MARKER AS REQUIRED BY R.C.F.D. 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= 48,908 SF, A.C.= 881 TONS, A.B.=761 CY DESIGN SPEED = 35 M.P.H. CONSTRUCTION NOTES 20 INSTALL 18"R.C.P. CLASS IV* 21 CONSTRUCT 3.00'WATER QUALITY RISER INLET PER DETAIL ON SHEET NO. 11 22 INSTALL 30-R.C.P.(SEE PROFILE FOR O-LOAD)* 10'-20' 10'-20' 10'-20' 10'-20' w 23 CONSTRUCT MANHOLE NO. 1 PER R.C.F.11 &W.C.D. STD. OPEN SPACE R OPEN SPACE OPEN SPACER 81' OPEN DWG.NO.MH 251 8B 24 CONSTRUCT MANHOLE N0. 4 PER R.C.F.C. &W.C.D.STD. /W y 2 2.0'MIN.OR AS DIRECTED �1 T JT 3T T 2 �1 T 3T 3T 2 : DWG. N0.MH 254 1' s' 18' 18' 6' 1 1' 6' fe' fe' 1� 25 CONSTRUCT CATCH BASIN NO. 1 PER R.C.F.C. &W.C.D.STD. i 1 1 GRIND 0.10'MIN. 1.0' DWG. NO,CB 100 2 zz 2% EXIST. PAVEMENT AND SAWCUT AND REMOVE 28 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. &W.C.D. STD. 1 I 1 1 -- - i ---- 1 OVERLAY 0.10'MIN. EXIST.PAVEMENT DWG. NO. M803 4 --•--•-- 27 Ar CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD.PLAN D89 J' 4 L. PAVEMENT 4 L11Y EX. PAVEMENT 3 8 8 3 J 9 8 3 28 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. &W.C.D. ------ STD.DWG.N0.C6110 RIVERSIDE STREE RIVERSIDE STREET EXISTING PAVEMENT NEW PAVEMENT 29 CONSTRUCT RIP-RAP ENERGY DISSIPATOR PER DETAIL ON SHT. 11 T Q— STA. 21+153 TO STA. 22+75.42 STA. 22+75.42 TO STA. 26+05.19 �1PAVEMENT OINT DETAIL 30 CONSTRUCT CONCRETE SPILLWAY PER DETAIL HEREON T.I.=8.0 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. 21.00' 6.50' 31 .5' 21.00' 6.50' 21.00' 3.50 6.50' 7.00' 1 6.50' p grYj SJ-MI�OJGyNj OC'i mVnNdy.3 BII• o�nu'T' aVJC JCaa m-faN1fpf' p1 nn' LLJ�� (JpVjj ' OI JO. 6.50' 28.0>0' oa,oS Jof 2roN1.0>0' moN.f ,'O 6.50(�Ow' 25 4 w m , 5 m4 � mw 2 ad LL: � 1.4 L- m� 8� � V " c pL tyL cla"i m4 mL: ad V UC : Vc; 0 C L) O Lq c 6p L ; O U C C U -c Li M 14 - o L4 I: m a 6 U V L LLG L9 9 J t; z + ro + + 'm f + 3 No "e 00 f 4 + +M now mw- FLOW FLOW m 19 O d6 L$J tS J J LJ J Li_j ci ci ti J cS J LS J Li J c_j Ci J Li J Li J L3 J 0_j L3-1 LS J J LJ J LS J a gtHp t1p4 1p=�N. pH,1� �LL r l:F=1�. H J F:li f:u: f 1.: f LL:1=tLL: F=1� H Ir I=Ii H u: F-1� I=LL H Ll:li Ll: F=li 1:4 _ 2 Rise pqq L1O.T tpe�e roM��pO �,b,pp Ma�D �0 p�pppN I�app0 t�00 Obi f OOi'^ Sn ON n N �0 aND MNMLO �N dd T p, Of 000 0 00 o O �O 00 np 000 iT Oni Oni i Oni �n 11616 O+ Owi �p NtC'N /� 1699 •O,(i co U NNNN 1NA N� �<o,D cO 1010 b,0 ,010 IC 10 IO t0�010 2N NN NN 29 NN NN N,n(1.N-f p�- 0000�f»Soo �8 g� C.B.#6 LOCAL DEPRESSION C.B.#5 LOCAL DEPRESSION ngC.B.#4 LOCAL DEPRESSION 9 C.B.#3 LOCAL DEPRESSION nC.B.#2 LOCAL DEPRESSION nC.6.#1 LOCAL DEPRESSION CASE B CASE B CASE B CASE U CASE B CASE B 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 SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"-10' SCALE: 1"=10' SCALE: 1"=10' iH M1J40 4V 4-4-0-7 0 a§ REVISIONS: - PREPARED BY: //1 PREPARED BY: CITY OF LAKE ELSOM 1E .FSD R T USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER & ASSOCIATES �Lss/ c k IRVINE INC 2 MONUMENT STAMPED D 307 1935,IS 38 FT WEST ea Qv $ T �ROVT �N .N ,,o aUDOLfs�4 PAUI R.NUE STON,JR.R.C.E.sao20 EXP.B/30/OB A INLAND EMPEET REOION TRACT NO. 32M OF OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT he t Ysfi+ 2000 ADCA STREET SUITE A-15 N me TWO WORKING SOUTH OF POWER POLE 19319 CWT. 3' RIVERSIDE CA B2604 981 7200 DAYS BEFORE NO.58020 n PLANNING/ENGINEERNG/SURrE11NG/GOV NMENT2RELATKRIS 12 s/>o� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH DETAIL & SECTION SHEET F3 YOU DIc SHEETS HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR TOLL TREE t-eDO-227-2600 MARK DESCRIPTION BY APPR. DATE s� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. PLAN SHEETS PREPARED FOR: CENTEX HOMES !f. CIVIL Ca+' SCALE: 1"=40' W.O. FOR: z A PUBUC SERVICE BY DESIGNED BY: CHRISTOPHER C. PITZER DRAWN BY: CHRISTOPHER C. PITZER OP CALIF 7285 CORONA POINTE COURT F.B. FILE N0. o �� UNDERGROUND SERVICE ALERT ELEV. 1425.76 FT NAVD 88YL �' n DATE: FEB. 2005 CORONA, CA 92879 0919-32503 CENTER HOMES zl CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON SEUMALO CITY ENGINEERR.C.E.58915 EXP.8 30 07 951 479-9300 m I - L - - - - - 1 2 `; PROFILE SCALES 5 7 8 ACCESS ROAD AND STORM DRAIN LINE 5 9 INFO SEE LOT"I" OF TRACT MAP 32503 HORIZ.: 1"= 40' AND SHT. 5 OF ROUGH GRADING FOR STORM DRAIN LINE "I" VERT.: 1"= 4' 9 12 9 30' 14 g CONSTRUCTION NOTES 8 P-1602.5 10 11 o P-1600.1 EASEMEN P-1601.2u> 20 i� 21 CONSTRUCT A.C. OVER A.B. CL II PER TYPICAL SECTIONS 13 19 "ad ON SHEET 2 7 P-1602.5 - P-1600.1 N' 15 O 18 s P-1604.9 o P-1605 P-1601.2 ,o• "' <- a M50 N ^m 16 ��•, N 2 CONSTRUCT 6"TYPE"A-6"CURB PER RIVERSIDE COUNTY 11 2 - P-1600.6 'S o^ - P-1604.3N +n P-1601.9 17P-1602.7 jr U "03 w ^ G0 +'" o B o na II 0�R $ - P-1603.8 STANDARD NO. 200 c, m Mnm P-1602.5„ P-1603.2 o- CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD 20'10 + °+, CO d>x ANE = ---om v if rn NO. 401,4"THICKNESS, SIDEWALK WIDTH VARIES b i6'f0 N + m�n.•v 3+45.43 ALBA STREET cmNaw� + a 16'10 ems, v N n o ^w wo v z -1 TYP,f0 o--CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINOR STANDARD .y6.29' 1.0 0 II w 10 16' 10 24' ;Nm DWG. NO. 201 16'10 P 10 Ei�l-i1 3(n 6 ^-i 11 60.15' .66' S2.32' S4.94' C 15'10 �00' 10 24.5' 'O 47.77 - + + To--INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE 20.20' 60.01' 42.93' 17.08'9 4'20.5 0.22' R/W 0 �rn 16'10 � 3.14 rye. ,Q B a5.75' ta•96 3 - 4 OTC STANDARD DWG. N0. 207 I: • 0 D E ° F 39.05' __ 60.28' JJ 1 _ N~ (CASE DETAIL ONPSHEETO2)PER R.C.T.D. STANDARD N0. 311 GG 4 • K 2 9 20.45' 57 01' .. l CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE E LJ2 COUNTY STANDARD 207,W=27',UNLESS NOTED ON PLAN 6 " ?�•-.�....._ g " 4 F 5+ ,8 H Z ZN 11 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY P-1602.7 L K -+>r""""�� " ' - - - -(G --'�^' _ J W STANDARD NO. 1000 22'10 � � ^` `" �� 60.15' 2 r1 57.26' 50.00'Hy 19 INSTALL BLUE RETRO REFLECTIVE PAVEMENT MARKER AS REQUIRED BY R.C.F.D. 6 X 3.87 •26.53' 25.52' - 4p.71' /p` ._ 46.67° 1 +42.99 �?, S ° ti 10+4.01 24.2P 36.65' ° _ _° 49.94' 20.22,n ,o ooS 10(TYP.)� 4N , 16'11 �' 60.54 rn ECR 1 10 w 539' 1.24 a, a0 70 16' o �20' 9.y`4 17.57• 22.43' R/W aao 4 N a I n rn CR N 55.04 60.25' 4 0+ N J m 23'10 0 1016' + N o m tlI o 6 + R/W ^N p co r N N + 10 TYP. 16'10 $ a� II + nm 1 I "+iw a 11 w o II N R II 11 v 11 1n 4 3 2 m f1 W 55 54 53 9 52 P-1602.7 W 11 W 1 �+f m � 59 58 a 57 56 P-1602.3 d P-1601.8 P-1601A Ih'j� 60 P-1601.4 P-1602.0 P-1602.5 P-1603.1 - P-1603.7 - P-1604.4 - P-1605.0 - P-1605 h P-1600.3 - ° 1 I ` N ^Do p-1600.8 ROSE SACHET LANE CENTER LINE DATA TABLE $ SEE SHEET 5 BEARING/DELTA RADIUS LENGTH TANGENT ALBA STEET CURB DATA TABLE CURB DATA TABLE CURB DATA TABLE O 27-35'48" 175.80' 84.67' 43.17' gE BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT © N6'57'20"W 48.16' 8^ ® 207'35'48" 38.00' 137.69' 154.73' Q S10-44'44"E 70.16' ® 90'00'24" 25.00' 39.27' 25.00' © 7-37'31" 300.00, 39.93' 19.99' 16g ® SO'40'12"W 144.21' N20'38'28"E 50.00' ® 11'24'55" 570.00' 113.56' 56.97' ® SO'40'12"W 26.53' QD V E 10'33'12" 300.00' 55.26' 27.71' o z^ ® 27'35'48" 110.00' S2.98' 27.02' ® SO'40'12"W 90.97' ® 10'33'12" 280.00' 51.57' 25.86' Q ® N6'57'20"W 16.72' ® N6'57'20"W 112.87' ® N11-13'23"E 42,04' QF N11'13'23"E 42.04' P o ® 6'40'23" 318.00' 37.04' 18,54' 0 7-37'31" 282.00' 37.53' 18.79' ® 21-58'07" 320.00' 122.70' 62.11' © 21-58'07" 300.00' 115.03* 58.23' J ® SO'16'S7"E 122.98' ® SO.40'12"W 27.68' ® S10'44'44"E 70.16 QH S10'44'44"E 70.16' a8 ® 10-33'12" 320.00' 58.94V 29.55' ® 89-59'36" 25.00' 39.27' 25.00' ® 11'24'55" 530.DO 105.59' 52.97' IQ O-40'2" 550.00' t90.97' 54.97' ® 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 0 1 0 160 r§ Q N6'57'20"W 81.43' I 21'58'07" 280.00' 107.36' 54.35' ® N89'20'12"W 108.27' SCALE: 1"= 40' M.. Q S83-02'20"W 20.00' 80 '1t' 0 0 REVISIONS: PREPARED BY: PREPARED BY: CITY OF LAIQ`lN01� S OVVI/I lls(� HUNSAKER do ASSOCIATES USC AND GS BENCH MARK DISK IN CONCRETE l , ■ IRVINE, INC STREET MIPFiOVElYB11T PLAN 3 MONUMENT STAMPED D 307 1935, IS 38 FT WEST RAOTEssICN INLAND EMPIRE REGION OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT �Ao�HuOu�f�k� PAUL R.HU S70N,JR.R.C.E.58020 EXP.6/30/OB DATE 2900 ADAMS STREET,SUITE A-15 " ACT f.32= OF r9 DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. cy RIVERSIDE CA 92504 (951)352-7200 y� obu BEFORE DAYS BEFORE �' NO.S802O m PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS 1i gJ, YOU DIG YW DIG �^ f.�•e7w7ro z^ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ALBA STREET HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. MARK DESCRIPTION BY APPR. DATE s THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PLAN SHEETS PREPARED FOR: CENTER HOMES FROM STA. 1+00.00 TO 9+00.00 SHEETS TOLL FREE 1-800-227-2600 �r crv,L +' 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°�'CAO' /J SCALE: 1"=40' 1265 CORONA POINTE COURT W.O. FOR: F.B. FILE N0. lc5 - UNDERGROUND SERVICE ALERT Q A elf I 07 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 z �'' KEN A.SEUMALO CITY ENGINEER R.C.E.56915 E%P.6 30 07 ( ) m - - - - - - - o. 'y.0 _ - 5. 34 if - - m + d -- _ ___ ._ .cm- o _ r 9 10 11 12 PROFILE SCALES 1 2 _ 3 4 5 22 HORIZ.: 1"= 40' / 23 Z ^ 25 26 � � , �yi � SEE SHEET 11 V -1606.2 ; P-1606.8r1� N 24 a P-1608.0 o P-1608.4 VERT.: 1"= 4' I I/ FOR DETAILS ,5 g 11 3 _ P-1607.4 9+61.29 ALBA STREET = - M F +5 I NOTE: S '�.'�VERSI IIl 7 F 7+58.17 BANTRY BAY STRE NJ o4 CONTRACTOR IS RESPONSIBLE FOR SEE EET E STREET , + II + r U o COORDINATION OF CONSTRUCTION OF 2 OF $ a f0 TYP II o f0 16' f0 26' THE 18" STORM DRAIN UNDER III r�I 2 "76 + c1 z CRUMPTON ST., AND THE INLET AND a� m 0 3+00.24 CRUMPTON STREET = v n z 1.1 w 4• OUTLET STRUCTURES FOR THE WATER r`` �° +8 OC 5.0 80.02' 4 18.69' 29.2T 4,13 -3857, 2180, 6T' �•� ,„- ,7j, I L. QUALITY BASIN, PER SHT. 5 AND 6 � \� \� 1+00.00 TRAILING ROSE DRIVE do O H OF THE ROUGH GRADING PLANS FOR -- -- - ---�-- 9+16.29 TM eo o: Eis F ._ G I TRACT 32503, AND SHT. 11 OF THE STREET = 15 �'"' 's 5:1 FUTURE C&G- -- - BEG. OF TRANSITION 2 ?� > o m s6 1 17.8' STREET IMPROVEMENT PLANS. g.1 Q A ot0 B *, c b ro I 19+31.26 RIVERSIDE STREET E y= 2 8 5 ig 8 k 1 ��, C �____ __ 11+67.39 TRACT BD . _ 6oq T i6 so - G TRACT BDY. o I zN L 2 1s 6 I i - B F a COUNTY 0 RIVERSIDE4 G s e K of 1 4 .._ 7 8 uj 5.95' - -- 18.8'I _ of 5 6 O O E_>vWi N o, M° +oi�i7 1e.2 ze,,. . CONSTRUCTION NOTES I I u o - s 13 �s r--_;_-__ to--CONSTRUCT A.C.OVER A.B. CL II PER TYPICAL SECTIONS ON SHEET 2 M ry TYP. 359s �� I SEE SH ET - - - 9 6 YB�. I CONSTRUCT 6"TYPE"A-6"CURB PER RIVERSIDE COUNTY _ 2:1_ _ + _ 4 STANDARD NO. 200 1 i FOR B SIN I - e a 26 16' 10 26' I �,ABC 12 1+55. , 46.3e 60.00' 60.00' 28 ti + A^ I 3a--CONSTRUCT 8"TYPE"A-8"CURB PER RIVERSIDE COUNTY C _ 1+5 8 4 g c ro STANDARD NO. 201 EX. 10' CE 1611E- 11 _ I I `^ 2:1 •' BC 29 8 EASEME w o--CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD 2g - O 51 / 11 I N0. 401, 4"THICKNESS,SIDEWALK WIDTH VARIES PUBLIC ROAD, uJ ,L9'OZI w m ,ti w 27 P-1609.9 to = 20+2 2 P-1609.4 !• r �� F 49 5 48 I 5 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD DRAINAGE & UT LITY P-1608.7 n - � aui 5 P-1606.9 - P+1607.5 g P-1608.5 I NO's 209&209A EASEMENT 11 47 I +ro P-1608.1 1 ?;I I _ ©--CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINOR STANDARD P-1606.5OC BANTRY BAY STREET DWG. No. 201 RIVERSIDE STREET TRAILING ROSE DRIVE L.z SEE SHEET 5 INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE SEE SHEET 6 SEE SHEET 7 '0 o STANDARD DWG. NO. 201 CRUMPTON STREET �W 10 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE U COUNTY STANDARD 207,W-27%UNLESS NOTED ON PLAN DATA TABLE DATA TABLE g m 9 E ALBA STREET 11 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY U STANDARD NO. 1000 BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT DATA TABLE DATA TABLE 12 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE ® N6'42'03"E 88.99, ® 94'29'26" 35.00' 57.72' 37.86' d W g COUNTY STANDARD N0. 1001 ® 6*02*51" 850.00' 89.72' 44.90' II S642'03"W 14.76' Z BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT 13 INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD - ` 8 NO. 810 ® SO'39'12"W 461.99' Q 3'S9'23" 872.00' 60.77 30.3T V w OA SO-40'12"W 82.40' QI 207'35'48" 38.00' 137.SW 154.73' QB 4'27'05" 550.00' 42.73' 21.38' QJ S21'25'58"W 50.00' 15 CONSTRUCT 8"A.C.DIKE PER RIVERSIDE COUNTY STANDARD ® NOT USED - - - ® 87'01'25" 35.00' 53.16' 33.23' NO.212 ® S6'42'03"W 17.2B' ® 90-55'06" 35.00' 55.54' 35.57' G00 o © S5'07'17"W 142.25' QK 18'18'41" 110.00' 31.32' 15.76' 16 CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY ® SO'39'12'W 176.19' J $ QD SO.40'12"W 16.29' © S5'07'17"W 52.70' STANDARD NO. 309 ® 6'02'51" 835.00' 88.13' aa.11' 2-53'57" 568.00' 28.74' 14.37' 42 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'S0'17" 35.00' 57.32' 37.43' T- y� QF S5Y07'17"W 52.70' 090-00'00" 25.00' 39.27' 25.00' 28 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. &W.C.D. STD.DWG. NO. C8110 COUNTY OF RIVERSIDE 3 © 16-18'41" 110.00' 31.32' 15.76' QO NO.40-12"E 1 1 16.29'1 0 20 40 80 120 160 QH s1111'24"E So.00' TRANSPORTATION DEPARTMENT APPROVED BY: Ell �g SCALE: 1" = 40' U IW71b IbV 4-it- 0'> KHALED A. OTHMAN R.C.E. 33950 EXP.: 6 30 06 DATE d g DIG RT : VI I N : - PREPARED BY: PREPARED BY: HUNSAKER & ASSOCIATES C�OFL�®"8��H USN AND GS BENCH MARK DISK IN CONCRETE K *DA IRVINE, INC STMT WRO�Mff PLAN 4 a MONUMENT STAMPED D 307 1935,IS 38 FT WEST oeawoni°N4 PAUL R.H IE$TON,JR,R.C.E.58020 EXP.8/30/OB INLAND EMPIRE REGION OF o OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT e a f�c y 2900 ADAMS STREET,SUITE A-15 TRACT NO. 32M DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. s RIVERSIDE CA 92504 (951)352-7200 89 BEFORE DAYS BEFORE -EN0.58020 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNBIG/ENGINEERING/SURVEYING/GOVERNMENTRELATIONS ALBA STREET & CRUMPTON STREET 12 $ YOU DIG YOU MG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. %, �•e/�7m THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS MARK DESCRIPTION BY AP PR, DATE PLAN SHEETS PREPARED FOR: 7p1 FREE 1-800-227-2600 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. CENTEX HOMES 8�^ A PUBBC SERVICE BY DESIGNED BY: CHRISTOPHER C. PI TZER DRAWN BY: CHRISTOPHER C. PITZER fO"ceuf ' SCALE: 1" 40' 1265 CORONA POINTE COURT W'0' Fes' F.B. FILE NO. o i uNOA PU UC RMCEE nLptT ELEV. 1425.76 FT NAVD 88 DATE: FEB. 2003 CORONA, CA 92879 c CHECKED BY: PAUL HUDDLES70N PROJECT MANAGER: PAUL HUDDLESTON KEN A.SEUMALO TY ENgNEER R.C.E.56915 EXP.6 30 7 951)479-9300 0919-32303 CENTEX HOMES m ----------- . . . . . . . . . . 4- 4 ----------------- ---------- ------ ------ -- --------- • . 9 10 11 12 PROFILE SCALES 7 8 9 10 11 HCRIZ.: 1"= 40' ALBA STREET VERT.: I- 4' ALBA STREET SEE SHEET 3 SEE SHEET 4 EC 65.0Y 60,00' 62.19' 4+72-22 T 9 9 0- 0- '90-m ASIN D cli -QQ w LOT c5 co jollcl . 8 7 cy, P-1 606.8 CONSTRUCTION NOTES BC 4+l±l ;g -, M. + + P 1606.4) P-1 60�.4:2 + CONSTRUCT A.C. OVER A.B. CIL 11 PER TYPICAL SECTIONS tn 16 - C) & _EC 8 N ON SHEET 2 .09TO!, u 0 0. 0+25.13 ui + 0 0 3+90.43 JL CONSTRUCT 6"TYPE"A-6" CURB PER RIVERSIDE COUNTY m 10+08.32 W STANDARD NO. 200 IEC�R ,Z ECR + t2 \7 6 1 q:ZZI L&j CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD _L __ I — — �w NO. 401,4"THICKNESS,SIDEWALK WIDTH VARIES 1 6 — Tw- CIL b CONSTRUCTCROSS GUTTER PER RIVERSIDE COUNTY STANDARD No's 209&209A 9W 12 4 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINOR STANDARD jcm 10 DWG. NO. 201 INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE o D Ld L0.4 ui r STANDARD DWG. NO. 201 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. STANDARD NO. 311 10+00.00 ROSE SACHET LA E ZLO-Ll 34,04 (CASE PER DETAIL ON SHEET 2) 3+ 0.43 4 — 7+58.17 BANTRY RAY STREET 6 4 3+45.43 ALBA STREET 9+61.29 ALBA STREET t'7 1 9+16.29 R/W 31,06 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY BCR 6 1 %1 — STANDARD NO. 1000 44.61 1 REMOVE BARRICADE ,OL'PZL CD — — — 8-- + 2 uN + + EC 2+72.76 43 T C) CL P- P-1598,0 12 1�3 CL LI'gEl, I�L� I - 11 BC 2+32-83 c� P-1606.8 cl P-1 606.3 m P-1605-5 E ALBA STREET E 66 SEE SHEET 3 ALBA STREET BANTRY BAY STREET 7. SEE SHEET 3 ROSE SACHET LANE DATA TABLE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT — �9 S89-19'48*E 166.17' �D S89.20'12"E 153.28' 90-00'24" 25.00' 39.27' 25.00' 0 92-42'01' 25.00' 40.45' 26.21' N '20'1 2"W -0 S89*1 9'48"E 122.61' 89 108.28' QD '''",-0 900000 25.00 39.27 25.00 89-59'36" 25.00' 39.27' 25.00' 0 20 40 80 120 160 0 S89-19'48"E 121.17' Q N89'20'12"W 110.28' - SCALE: 1"= 40' iH fj ra Lt if 0-7 EAL-LNGiNLLR PREPARED 8 BENCHMARK: REVISIONS: PREPARED BY: CIITY OF LAIC Ed TO HUNSAKER & ASSOCIATES DIGA RT USC AND GS BENCHMARK DISK IN CONCRETE IRVINE, INC STRM BPMVBMT PLM 5 MONUMENT STAMPED D 307 1935,IS 38 FT WEST — ,ofESSjo,, PAUL R.H STON,JR.R.C.E.58020 EXP.6/3vo-8 INLAND EMPIRE REGION OF OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT — RIVERSIDE ADAMS STREET SUITE A-15 TRACT NO.32=11 DIALSOUTH OF POWER POLE 19319 CWT. ■ VERSIDE CA 92504 (951)352-7200 BEFORE N.58020 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERNG/SURVEYING/GOVERNMENT RELATIONS ROSE SACHET LANE & BANTRY BAY STREET 12 5" YOU DIG YOU DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. — fill THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS TOLL FREE i-800-227-2600 MARK DESCRIPTION BY APPR. DATE CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. PLAN SHEETS PREPARED FOR: CENTEX HOMES FILE 6 SCALE: 1 CORONA POINTE COURT W-0- FOR: F.B. A PUBLIC SERMCE BY DESIGNED BY. CHRISTOPHER C. PITZER DRAWN BY: CHRISTOPHER C. PITZER rf 0, 1265 UNDERGROUND SERVICE ALERT ELEV. 1425.76 FT NAVD 88 A� p/. DATE: FEE. 20— CORONA, CA 92879 0919-32503 CENTEX HOMES zi LLx BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDIESTON1KEN A.SEUMALO CITY ENGINEER R.C.E.58915 EXP.6/30/07 (951)479-9300 LEI 18 19 20 21 22 23 PROFILE SCALES 24 25 26 27 28 BASIN "A" HORIZ.: 1"= 40' CONSTRUCTION NOTES CRUMPTON STREET SEE SHT. 11 VERT.: 1"= 4' CONSTRUCT A.C. OVER A.B.CL II PER TYPICAL SECTIONS SEE SHEET 4 7 ON SHEET 2 j ❑ I I I I I I Q3 CONSTRUCT 8"TYPE"A-8"CURB PER RIVERSIDE COUNTY TRACT BOUNDARY I 12 II I p ¢ Z STANDARD NO. 201 SEE SHEET 1 1 C- II 47 46 45 ¢¢ 43 42 41 ¢0 I 39 I Q o q�—CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD FOR DETAILS - 1+ 9 P-1611.3 P-1612.0 P-1612.2 I P-1613.2 I I �I N � NO. 401, 4"THICKNESS,SIDEWALK WIDTH VARIES U J� II P-1606.5 P-1607.5 P-1608.5 P-1609.5 P-1610.E I i y O—CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD Of a rn c2 Z NO's 209&209A ��'�O- 1+74 D o — _ _- — z z I-I I�vy o o--CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINOR STANDARD 1+54.6 m �in�: ��o� S E T LINE"C" I N o0 o`�8 DWG.N0. 201 ro �- orX STORM DRAIN + +oo II REMOVE DRIVEW Y �� -. "',<„ I� �I �o tDZz INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE T — = — — — — — _ — N w a w w + STANDARD DWG. NO. 201 �Ji G t\ H _ '— m ., a—2' N T,GRIND, OVERLAY AND JOIN PER DETAIL !&G 8 ONSHEETC2 O z 1 � � � ` ... .., - � � PROPOSED EDGE OF CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD N0. 311 cv °f (CASE PER DETAIL ON SHEET 2) 10 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL PER RIVERSIDE \W a EX.AC DIKE \ A _ 20 21 8 22 23 PAVEMENT PER SHTS. 24 , 2g ai I = z__ COUNTY STANDARD 207.W=27',UNLEVS NOTED ON PLAN FUT.Cd EX.AC�1'0 ---i 19 +--�- B - —2-� � f0 =16' C N~GO L 12 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE 8 m 050074 OF RIVERSIDE f0 L=32' O 24" S.D. PER RACT 25476 \ 8E REMOVED (TYp.) r 26 W O=-- -_-� COUNTY STANDARD NO. 1001 a ttryry�1 �'O 13 INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD TRACT NO, 810 REMOVE BARRICADE _ JJ W C 18+77.68 ECR CONSTRUCT 8"A.C.DIKE PER RIVERSIDE COUNTY STANDARD BEGIN CONSTRUCTION �.-m- NO. 212 BEGIN 2' GRIND & OVERLAY PR R/W o a ITRA =16' _ I. II * * — — _ 17 CONSTRUCT CURB OUTLET PER RIVERSIDE COUNTY STANDARD 1+00.00 CRUMPTON STREET z I CT BOUNDARY ��48 BOUNDARY _w N0.308 + P-1608.5 V'y9 + 10 — 18 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE �> dS 4 'Z6 + COUNTY STANDARD PLAN NO. 306 rn g In r Iri o o r > y L=16' - PROPO DST.LIGHT— — - rn Iqo ins o r % N n o *CONTRACTOR TO VERIFY o ro RIV. CO. I.P. 050074 28 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C.&W.C.D. a a z a z rn<I fO P-1608.4 t 1y +z N EXISTING ELEV. ^� a Y STD.DWG.NO.CB110 +�Oo+- _a I n wat 17 I 1 �T I, _ .115 -A 7 i $E ' ma ALBA STREET SEE SHEET 4 RIVERSIDE STREET CURB DATA TABLE a CENTERLINE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT 49 94'29'26" 35.00' 57.72' 37.86' QA 10' '4650" 800.00' ' ' - ' " ' ' '150.53 75.49 - ® 22707 763.00 32.65 16.33 n V o © S89'45'30"W 413.19' ® N89'45'30"E 413.19' ♦ - 0 © 5-33'51" 1100.00' 106.82' S3.45' 0 5-33'51" 1137.00' 110.42' 55.25' o� �D S84'40'40"E 58.46' ® S84'40'40"E 55.52' ® 5-42'17" 837.00 83.34' 41.70' ® N89-45'30"E 413.19' 0 20 40 80 120 160 n 93'50'17" 35.00' 57.32' 37.43' ® 5'33'S1" 1063.00' 103.23' St.66' SCALE: 1"= 40' ®I S84'40'40"E 61.56' iN mg MG ¶� ¶� ; REVISIONS: - PREPARED BY: PREPARED BY: CRY OF LAIC�Sf1OIlE II(LA4 11I1111[®'l HUNSAKER ASSOCIATES USC AND GS BENCH MARK DISK IN CONCRETE OFEssI o rti ® IRVINE, INC STREET WROVBMT PLAN 6 8o MONUMENT STAMPED D 307 1935,IS 38 FT WEST pp0.NUDBL��I PAUL R. DLESTON,JR.R.C.E.$8020 EXP.6/30/OB DA INLAND EMPIRE REGION o OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT W� eSr 2900 ADAMS STREET,SUITE A-15 7RACT NO 32M OF DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. m RIVERSIDE CA 92504 (951)352-7200 r o "b` $ PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS o BEFORE GAYS BEFORE - N0.5G020 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH RIVERSIDE STREET YOU DIG YOU DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. °` s7w7GI THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR STA. 18+77.68 TO STA. 26+06.76 SHEETS /n TOLL FREE 7-800-227-2600 MARK DESCRIPTION BY APPR. DATE s PLAN SHEETS PREPARED FOR: w IVIL ?� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. CENTER HOMES A PUBLIC SERVICE BY DESIGNED BY: CHRISTOPHER C.PITZER DRAWN BY: CHRISTOPHER C. PITZERa'CAIIf� SCALE: 1"=40' 1265 CORONA POINTE COURT W.O. FOR: F.B. 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INLET STRUCTURE 20- S. . 41 42 INSTALL 18"R.C.P. CLASS IV" PER TRACT 25476 ESIN1f.4D 0 P_161 1.� P-1 23 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. &W.C.D. STD. DWG. NO. MH 251 20 p.-I 612 2 (9,­_CONSTRUCT CONCRETE COLLAR PER R.C.F.C. &W.C.D. STD. 9 DWG. NO. M803 3 32503 C4 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. &W.C.D. 1612.4 STD. DWG. NO. CB110 A PROPOSED V-DITC BC 6+22. �q C! H.D.P.E. PIPE MAY BE USED IN PLACE OF R.C.P., C.LP.C.P. OR C.S.P. PER ROUGH GRADI G 0 PLANS SHT. 6 OF R. + V) + %K 0 'A 8 L'i 7- -Z SE La G 7— =v) 6 TRAI 7 r 0 8 161-2-.g 0 20 40 80 120 160 Vori Cjf If-11-07 STORM DRAIN LINE SCALE: 1"= 40' BENCHMARK: REVISIONS: SEAL-ENGINEER PREPARED BY: PREPARED BY. HUNSAKER & ASSOCIATES CffV OF LAM USC AND GS BENCH MARK DISK IN CONCRETE MGA - ERT ESS lo* 317410 IRVINE, INC MONUMENT STAMPED D 307 1935, IS 38 FT WEST PAUL JR.R.C.E.58020 EXP.6/30/06' DATE' INLAND EMPIRE REGION STOW Mm PLAN .99 OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT R.HUD rdt TON 2900 ADAMS STREET SUITE A-15 TMCT NO.3UN OF DIA-L-7 0 RIVERSIDE CA 92504 tg5l)352-7200 9 TWO WORKING SOUTH OF POWER POLE 19319 CWT. zS PLANNING/ENGIN 12 BEFORE DAYS BEFORE cl SNP.58020 THESE PLAIZS HAVE BEEN REVIEWED FOR COMPLIANCE WITH EERING/SURVEANG/rOVERNMENT RELATIONSRIVERSIDE ST. & TRAILING ROSE DR YOU DIG YOU DIG HEIGHT OF LIGHT ABOVE STATION MARK I METER. STA. 4+32.79 TO 8+50.00 SHEETS THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR LSHEETS H TOLL FREE 1-800-227-2600 MARK DESCRIPTION BY APPR. DATE C, CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALI: 1"=411' PREPARED FOR: CENTEX H011111151 9 A PUBLIC SERVICE BY DESIGNED BY: MATTHEW 13USCH DRAWN BY: MATTHEW BUSCH ck, 1265 CORONA POINTS0. FOR: F.B. FILE NO. CORONA, CA 1 DATE: FEB. 2005 UNDERGROUND SERVICE ALERT ELEV. 1425.76 FT NAVD 88 A­./I 1W 0919-32503 CENTEX HOMES CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A.SEUMALO CITY ENGINEER 51)479-9 am ====am Mamma ssms===�=MEMM= BEES a= -==MMM MmM_mMM== saasssasasxaacaxa -----------====a= IMM—M--------is ==MMMM ------ =-a MMMMMME a REM= a am— a Masm a ------ ----- _=M MOEN= =_=MMMME=_ a =a==MMM­` MM MEW WE a MMMM =ISM MMMM=--- am M=_ a a Z -Msssaxssss--ss_sasses -!X 1 ------ ROME --- =a== ------ =Bii a= a EMMEMERMIMMM= IMMMM MMMMMF=- -==_— ----------sue—_M a SEEM FF.= =-a== M 9essasmmmmmmmsinma: a:eammmmmmmmmmm7717S !MOMMISIME-E ------ ==a Z= 2=7�23MSMM =MMMMMMI" .7gol MM Z= xm=== _fMa ---- ------ ------ a one IMMMM MIMMZ�l ZZVMZ=� WJ===fflMmMMMimmm ME ME -----bib- MMMM am wIli MMMMIMMORE iammmmmm Maw a am MME&U= ddI: Mamma —M:=Mm= as MMMM_=------=MMMM. Nam -------- MMMI: MaMMMOMEMMMEM—M--- MMMM=_MmaMM—MM= i MmM=MMMMM ITE MMM ME— --a IMMSCIE T-L. 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MA - - - - - - - - - - - - - - PL R/W NUMBER OF COLUMN NUMBER OF ROW NUMBER DIAIAETER OF - --- --- COLUMNS PACING in ROWS PACING in OF HOLES HOLES in fl EPERATE PERM )S 0 WALL TUBULAR VIEW 3 r 4 6' FENCE (UNDER - - -} - - - - - SEPERATE PERMIT) 12 IT 28' - - - -- + - - - - LOT 47 400 WATER QUALITY I'DANETER ___- _ 44 _ ._ _ Ttf _ ... __ ._ L __ __ _ - 16 Q� 0 OUTLET'HOLES 15' 4' p7��0 ROW - - _ ._ _ 2,� 16 H Da - - 04 - ♦ 0 NUMBER OF ROW HOLES PER 27 ,y0 F 6' TABLE ry. _ � •SB T L=2.08' ORIFICE PLATE a C NC F;C .0 '� WEIR WEIR INLET ROW O O t AA> W S. � ROW --- _ -_: _._-. _ -- - _ _ -- __ _ - _ __- - _-- SECTION D—D SECTION E—E 3/8'ONFICE PLATE ?'-4' N.T.S. N.T.S. ORIFICE o 0 0 OPENING -- -- - - - TOP WEW ORIFCE PU1E TUBULAR VIEW 02 FENCE (UNDER .-2.OB' SEPERATE PERMIT) > T / 0 3 8'ORIFICE PATE ORIFICE PLATE ` -1— WAL THICKNESS X UNDERLINE GRAVEL L THICK o - 76 WITH FILTER FABRIC (1) 1.00' WEIR GRAVEL I 0 0 0 1.5-3 o 0 0 160010 J.00' - - - - - ._.. ,�� I O O O -- - - - - -- - - _ - +. - -- -- --- - - o0 5. 9.0 _ AS '� UNDER SIDEWALK TO BE _ - { _ '���, CONSTRUCTED PER SHT. 4 OF I I' -9. 6 f STREET IMPROVEMENT PLANS 24!S 2.17ffP F -- n > 7=11=1217 - - - - - - - - - - - - --- - -- - - SECTION F—F' 1ll�llI_" —ff1.-1TI- N.T.S. SIDE VIEW 3' WATER QUALITY OUTLET 1 3 Nis - - - - - E -- »- -- - - - - - - - -- TRAILING ROSE DRIVE �R. 8" WATER MAIN 4p - h 2 GROUPED PROFILE SCALES \\ v?ems ,� CLASSES FILTER BLANKET• RIP-RAP HORIZ.: 1"= 40' .......- - - -- _ --- ONLY \ b rs P ... ROCK 2 TON 1 TON 1/2 TON 1/4 TON RIPRAP UPPER LAYER -- -- SIZES. LOWER MINIMUM VERT.: 1"= 4' \ \i J�2,�.To VELOCITY ROCK THICKNESS FILTER FABRIC LAYER CONCRETE \ t r 002 j' _r --- 4 TON 0-5 Ft/Sec. CLASS (T) PENETRATION 2 TON 50-100 0-5 \ ? 1 TON 95-100 50-100 0-5 6-14 1/4 TON 2.7' MIRAFI 700X 1/2 TON 50-100 0-5 14-16 1/2 TO 3.4' OR EQUIVALENT SAND 1/4 TON 95-100 50-100 16-18 1 TON 4.3' AS PER NOTES 200 LB 95-100 18-20 2 TON 5.4' BELOWF-- 75 LB 95-100 FILTER FABRIC: CONSTRUCT 6'-8" ORCO -ROCK SHAD.BE EITHER QUARRY STONE OR BROKEN MIRAFI 70OX OR EQUIVALENT \� \ 3 'Sp��E4 / I WALL AND TUBULAR VIEW CONCRETE,COBBLES ARE NOT ACCEPTABLE. FILTER BLANKET MATERIAL SHALL BE It THICK @ WELL GRADED M� t �..! p ti WITHIN THE LIMITS SPECIFIED BELOW: \.. h' 1 0 Y Z Otis - FENCE WITH GATE PER PERIMETER WALL PLANS ZE1�n X SMALLER(BY Weight) �ryt3% w 01. o O ,200� I (UNDER SEPARATE PERMIT) \ \ I T/2 NO. 4 BARS 6 60-800 \ NOTE, I ��\ 4 40-60 2E or 2W 4' MN I. PLAN — EMERGENCY OVERFLOW CONTRACTOR IS RESPONSIBLE. FOR x = 2 I. FLOW 1 5-25 D or W COORDINATION OF CONSTRUCTION OF I 3 8 0-10 SCALE: 1'- 10' THE 78" STORM DRAIN UNDER D o� CRUMPTON ST., AND THE INLET AND I U OUTLET STRUCTURES FOR THE WATER I d V E TUBULAR VIEW QUALITY BASIN, PER SHT. 5 AND 6 OF E I t 47 FABRIC LAYER I E FENCE (UNDER THE ROUGH GRADING PLANS, AND SHT I 15 1 E 4 AND 11 OF THE STREET I o ^� SAND I I SEPERATE PERMIT) IMPROVEMENT PLANS FOR TRACT P-1606.5 FABRIC LAYER 32503. 9.3'TO 9.O' t MIRAFI 70OX STREET CONSTRUCTION NOTES g 9 R EQUIVALENT O =SILLIASS0-C-2000 CONCRETE 76 1.0 R/W (IF SHOWN ON PLANS) O2 —CONSTRUCT 6"TYPE"A-6"CURB PER RIVERSIDE COUNTY _$ SIDEWALK 20 � T SECTION D - D STANDARD NO. 200 MAX W.S.-1601 W s2 29 7 g a—CONSTRUCT 8"TYPE "A-8"CURB PER RIVERSIDE COUNTY CFI 1.0%M/N. 6'LX4'WX2.TT TON RIP-RAP ' STANDARD NO. 207 15 CONSTRUCT 8" A.C. DIKE PER RIVERSIDE COUNTY.STANDARD YES /'2B 2 SD I E ! ` \ 21 g � TON RIP-RAP CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY BASIN A ,�A 8'LXTWX2.TT �. STANDARD NO. 309 1• 5'CONCRETE(PACTED)SPILLWAY / �• � �„� � - CONCRETE PIPE 2 3 6 D or W `+ AS OVER BY SOILS ENGINEER 1+40.22 z CONCRETE CHANNEL. 18 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE _g8 _ "` •" ' g c COUNTY STANDARD PLAN N0. 306 INTH 1.4 x 1.4 WIMI 18 CL DROP-- L i € 30 SECTION H—H p h a o A STORM DRAIN CONSTRUCTION NOTES SPILLWAY EMERGENCY OVERFLOW SECTION J 15 `�' °cP ti° Z 6'WIDE SLOT N.T.S. J .,. �_ r D 20 INSTALL 18"R.C.P. CLASS IV* -�� - _ .,__., �V RSIDE STREET 21 CONSTRUCT 3.00 WATER QUALITY RISER INLET PER DETAIL ON - SHEET NO. 11 I 3( IM N 26 DWG.CONSTRU NO.CM CONCRETE COLLAR PER R.GF.C. &W.C.D. STD, vv//2D or 2W 30 or 3W(6'MIN.) » " 27 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD. PLAN D89 WATE QUALITY BASIN A 3 a- 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 RIP—RAP ENERGY DISSIPATOR DETAIL *H.D.P.E. PIPE MAY BE USED IN PLACE OF R.C.P., C.I.P.CP. OR C.S.P. BEARING/DELTA RADIUS LENGTH I TANGENT �$ 9/ 4Qn lbV (4U- C7 SCALE: 1"= 20' S67'25'56"W 92.28' o I BENCHMARK: REVISIONS: - PREPARED BY: //J PREPARED BY: HUNSAKER & ASSOCIATES C�OF ILM d���� E MG � '- E R T USC AND GS BENCH MARK DISK IN CONCRETE ✓t(/�'�T/ � IRVINE, INC STOW DRM IPLM 1 1 $� MONUMENT STAMPED D 307 1935,IS 38 FT WEST QROFESSt�• 19 OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT Q,"o aHuoocFyfo4f1 PAUL R.HUDD STON,JR.R.C.E.58020 EXP.6/30/OB DA INI�NDMEMTRERESRI�GION TRACT NO.3 of DIALSOUTH OF POWER POLE 19319 CWT. s RIVE9RSIDE CA 92604 Bfii)352-7200 o- B12 EFORE 10VAI0�WORKING BEFOR E N0.58020 m PLANMNG/ENGINEERING/SURVEIING/GOVERNMENT REU_I. E�eib20 a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SECTIONS, DETAILS $p YOU DIG YOU DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. m THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR STA. 17+00.00 TO 18+50.02 & BASIN »An SHEETS i� MARK DESCRIPTION BY APPR. DATE CITY AND STATE LAWS AND A PERMIT CAN BE ISSUED. PLAN SHEETS PREPARED FOR: CENTEX HOMES TOLL FREE reoo-zzT-zfioD .f crvl� q+� SCALE: 1"=40' W.O. FOR: A PUBLIC SERMCE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH oA'CALIF Q/ i3' /- 1265 CORONA POINTE COURT F.B. FILE ND. p UNDERGROUND SERVICE ALERT ELEV. 1425.76 FT NAVD 88 DATE: FEB. 2005 CORONA, CA 92879 0919-32503 CENTEX HOMES z CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A.SEUMALO CITY ENGINEER RCE 56915 (951) 479-9300 Z m CITY OF LAKE ELSINORE SIGNING AND STRIPING IMPROVEMENT PLAN II Lt= RIVERSIDE STREET W FUTURE CURB B GUTTER Q 4140' RIVERSIDE STREET0 �E-%I�Nf�AC DIKERt-1�` — — — — — — — — — — — — — — — — — — — I; -PR-ROW- - - - - - - - - - - - -- _ _ 42 PROPOSED CURB &GUTTER \ 43 44 43 44 I IOU' EXISTING EDGE LINE _ 44 `� TO REMAIN XISTING ICDIK��`= - - - - _ - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING EDGE LINE - --`- _== `\\\ - ---------- tEMAIN TRACT BOUNDARY EXISTING AC DIKE IO FUTURE CURB t GUTTER �\ -- BE REMOVED PROPOSED CURB t GUTTER _ ROW--- --------- -- ------- -- - o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — z c V OZO I 11 � 1 I 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) APPLY ON 4" x 4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON THE PLAN. 43 CALIFORNIA RSUPPLEM NT FIGURE MOPLASTIC TYPE IV (R) ARROW 3B A2 R(C)(PG MUTCD 03 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT 44 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. R 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. d 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. 's 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 DEVELOPER/APPLICANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY THE z 8 CONTRACTOR. ` ` �� w v m to 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ^ �R) �� o N 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 Fi COMPLIANCE WITH CALTRANS STD. SPECIFICATIONS SECTION 85-1.06 AND AS DETERMINED BY RIVERSIDE COUNTY OF RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. "c' TRANSPORTATION DEPARTMENT 0 15 30 60 90 120 28 APPROVED BY: IL A. 8 ��b J y_I1,O7 SCALE: 1"= 30' D � GA PRT _ KHALED A. OTHMAN R.C.E. 33950 EXP.: 6 30 O6 DATE d a REVISIONS: PREPARED;Y,��: PREPARED BY: CITY CF LAM O.11N011HUNSAKER dE ASSOCIATESUSC AND GS BENCH MARK DISK IN CONCRETE GL 1 d7 IRVINE, INC gT�� �VT �� 12 8' ILAMONUMENT STAMPED D 307 1935, IS 38 FT WEST , auooLeN4 PAUL R.HSTON,JR.R.C.E.58020 EXP.8/30/OB DA ■ INLAND EMPIRE REGION OF OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT : „ y a�, RIVERRSIDE CAS 925D44ET(951)352 7200 TRACT NO. � y N§ DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. y,m PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS Bi BEFORE DAYS BEFORE - NO.58020 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH RIVERSIDE STREET & CRUMPTON STREET $H YOU DIG YOU DIG SHEETS HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR TOLL FREE 1-800-227-Z800 MARK DESCRIPTION BY LAPPIR. DATE rr o/YI` PLAN SHEETS PREPARED FOR: CENTEX HOMES �� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. F.B. FILE N0. o A PUBLIC SERVICE BY DESIGNED BY: CHRISTOPHER C. PITZER DRAWN BY: CHRISTOPHER C. PITZER °f cAi�f SCALE: 1"=40� 1265 CORONA POINTE COURT W'0. FOR: UNDERGROUND SERVCE ALERT ELEV. 1425.76 FT NAVD 88 11 DATE: FEB. 2005 CORONA,CA 92879 0919-32503 CENTEX HOMES ��+ CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: PAUL HUDDLESTON KEN A.SEUMALO CITY ENGINEER R.C.E.56915 EXP.8 30 07 (951)479-9300 ?