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Home My WebLink About05-016_05-028A GRADING NOTES: ESTIMATE OF STREET IMPROVEMENT -QUANTITIES NO DESCRIPTION TOTAL — NO NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR CITY OF LAKE ELSINORE UANTITY STRUCTURES SHOWN ON THESE PLANS WERE OBATINED BY A SEARCH OF AVAILABLE RECORDS. 1 CONSTRUCT A.C.AC.OVER A.B.AB.CL II PER TYPICAL SECTION ON SHEET 2. 211 464 S.F. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A 2 CONSTRUCT 5'TYPE A-6'CURB PER RIVERSIDE COUNTY STAN6WD NO.200. 11,840 L.F. REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR J CONSTRUCT SIDEWALK PER RVERSIDE COUNTY STAMMRD NO.401,4-THICKNESS 72,106 S.F. NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THEPROJECT. THE ACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE 4 CONSTRUCT UNDER SIDEWALK PARKWAY GRAIN PER RIVERSIDE COUNTY STANDARD PUN N0.J09 3 EA PROTECTION OF AGED DURING PIPE OR PERFORMANCE OF WHETHER SHOWN BE REPAIREHESE D OPLANS E NOT. STREET IMPROVEMENT PLAN 65 CONSTRUCT CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD RAMP PER CITY OF LAKE STAN01ROe0WG9 NO 101 O1 7 74 EA. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. 7 INSTALL STREET NINE SIGNS PER CRY OF LAKE ELSINORE STANDARD DWG.NO.207 21 Eft. 2. ALL WORK SHALL CONFORM CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST O S 8 SMUT EXISTING A.C.PAVEMENT FOR SMOOTH JOIN. 96 L.F. EDITION), AND STANDARD DRAWINN G OF THE COUNTY RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 9 INSTALL fl4RRM.10E PER RIVERSIDE COUNTY STANDARD PLANS NO.810 105 L.F. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HRS.PRIOR TO BEGINNING 10 CONSTRUCT LOCAL DEPRESSION PER R.CTD.STANDARD NO.J11(CASE PER DETAIL ON SHEET 2) 75 EA, ANY WORK. CALL FOR INSPECTION AT(909)674-3124 EXT. 247 BETWEEN THE HOURS OF 9:00 A.M. 11 CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANLNRD PUN NO. 1000 32 EA. MO 4o PER PoVFRSI�COUNTY STANDARD 207 CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL I / \ `._ 13 REMOVE EXISTING BARRICADE. 105 L.F. AND WATCH MANUAL AT ALL TIMES DURING CONTRUCTION AS APPROVED BY CITY ENGINEER OR HIS �— VICINITY MAP REPRESENTATIVE. FAILURE TO 00 SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE LOT*E' JOB SITE AT ALL TIMES DURING CONSTRUCTION. 103 101 I' 6. IT SHALL BE THE RESPONSIBITLITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY 104 •� J RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST Lor'ar lw 48 HRS. PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE TRACT 25479 y Ai Ape / um ALERT(U.S.A.)AT 1-800-422-4133 AT LEAST 48 HRS.PRIOR TO BEGINNING WORK. N 100 _ M ��L f07 RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF THE PROPOSED WORK AREA, AND ESTIMATE OF STORM DRAIN QUANTITIES (R.C.T.D.) OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET -_— N,� ` >� foe ' 1 I RAwun NO DESCRIPTION TOTAL QUANTITY SECTION, INCLUDING BUT NOT LIMITED TO SEWER,WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE Shy FACILITIES. •�E' ( T f JI, 80 INST. 18-R.C.P. CLASS N) ET6 L.F. I. I1! too � y� 81 INST.24-R.C.P.(CUSS IV) �L.F. 9.ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH it? HT , J' GRADING TO DETERMINE THE EXACT SECTION REQUIRED.SECTION THICKNESS SHOWN ARE FOR BONDING y 82 LAST JO'R.C.P. CLASS N 114 LF. PURPOSES ONLY. "! 115 »` 112 ... Ito 6 83 INST.56-R.C.P.(SEE PROFILE FOR D-LOAD) 678 L.F. IIJ 90. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS 87 REMOVE INTERFERING PORTIONS AND JOIN EXISTING 2 EA. ' VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY -� 90 1 CONST C.B.W. I PER R.C.EC.t W.C.D.STD.OWC.NO.CB 100 /< EA. REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF"AS BUILT'PLANS {Or A' 1 15 u 91 CONST.M.H.N0. 1 PER R.C.F.C.t W.C.D.STD.DWG.NO.MH 251 - 71 EA. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT Melwe u"r4N A°� W COAST.J.S.W.2 PER R.c.Ec &R.C.F.C. WGD STD OWC N0 JS 227. . . . BY THE CITY ENGINEER. 4 EA' I ------------------- 98 CONST.CONCRETE COLLAR PER R.C.EC.&W.C.D.SID.DWG.NO.Y 80 4)EAL - 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE ,f 99 CONST HEADWALL PER CAL-TRANS STD.PLAN 089 2 EA, REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS #7 ,y! fig 836, F-7, 2002 THOMAS BROS. MAP f00 CONST.RAP-RAP PER DETAIL ON SHEET NO. 13 Ar}j.f I e GRANTED. 1 7 124 123 1!t ul 101 CONST CONCRETE BULKHFAO PER R.C.F.G&W.C.D.STD.DOG.W.M 816 1 EA 11! 102 CONST.DOWNORAIN TO PIPE TRANSITION PER DETAIL ON S/IE£T N0. 12 1 EA 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN ^— _ /� / � PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST RB- PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, REQUIRED BONDING FOR PUBLIC • OHAA D R tar*4" IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. __ S T• 7 79 ! 4 13. IF ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CALTRANS, in 7- ID /JO IJt IJ! of m PLEASE MAKE REFERENCE TO THIS FACT IN THE'GENERAL NOTES*SECTION OF THE IMPROVEMANT 1J4 PLANS. w I 78 140 IJr IJr 139 of 77 11 LEGAL DESCRIPTION -- "' 57�Du t 1 „ " � W�I REAL PROPERTY IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE \ yINtNER ( � tp �< III OF CALIFORNIA, DESCRIBED AS FOLLOWS: 'tr CEL f / A'J I42 1 06 84 74 (Y 'IIu1I�-Fri '. ISIS THE SOUTHWESTERLY 280 FEET OF LOT 75 IN BLOCK E OF RANCHO LA LAGUNA, \ ib / I� AS SHOWN BY MAP ON FILE IN BOOK 6 PACE 296 OF MAPS, RECORDS OF SAN \ 15 = yI DIEGO CO 2 UNTY, CALIFORNIA. \\ �--) ,u / C� li 77 Y 1 LOT 16 IN BLOCK E OF RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN taT'p, 41/ 71 of I_—JI II IB SHEET INDEX SHEET NO. gl BOOK 6 PAGE 296 OF MAPS, RECORDS OF SAN DIEGO COUNTY, C'ALIFORNIA. > ! ~ a ° p PARCEL 1. 1R m 1" tg N1 az � TITLE SHEET, GENERAL NOTES, VICINITY MAP, INDEX MAP70 THE NORTHWESTERLY 720 FEET OF THE SOUTHWESTERLY 280 FEET OF LOT 77 IN ,� y 3 ! �� QUANTITIES, STREET SECTIONS & DETAILS 2 BLOCK E OF RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN BOOK 6 PAGE !, p f 296 OF MAPS, RECORDS OF SAN DIEGO COUNTY CALIFORNIA; /p T BUU�NE PLAN & PROFILE - RED CAR DRIVE 3 EXCEPTING THEREFROM THAT PORTION THEREOF LYING WITHIN TRACT W. 19344-2 ` 82 ~ PLAN&PROFILE-BURNET STREET 4 L..I ON FILE IN BOOK 184 PAGES 13 THROUGH 17, INCLUSIVE, OF MAPS, RECORDS /� STREET J tll Iq PLAN&PROFILE- WIZARD COURT $ OF RIVERSIDE COUNTY, CAUFORNIA. 951 \ BURNET -a� I III PLAN & PROFILE - STORK COURT& VINTNER COURT 6 PARRI r _ - y LOT 18 IN BLOCK E OF RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN ? •7 40 61 N PLAN & PROFILE - CHAMBORD DRIVE&ALLEGRIA LANE 7 it BOOK 6 PAGE 296 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA; IOr d 15E J is 44 b M 17 N -—L..,--� III PLAN & PROFILE -ALLEGRIA LANE - B EXCEPTING THEREFROM THAT PORTION THEREOF LYING WITHIN TRACT NO'S. \ lu J• 40 41 I! 7 III I III PLAN & PROFILE - STARINA STREET 9 19344-1 ON FILE IN BOOK 184 PAGES B THROUGH 12, INCLUSIVE, 19344-2 ON •s I! �I V FILE IN BOOK 184 PAGES 13 THROUGH 17, INCLUSIVE, AND 19344-3 ON FILE IN - I PUN A PROFILE - QUICKSILVER RIND & ELSINORE HILLS ROAD 10 BOOK 184 PAGES 78 THROUGH 22, INCLUSIVE ALL OF MAPS, RECORDS OF 154 JJ Jf JI JO H 29 27 28 25 24 JJ !1 VI III STORM DRAIN UNE"A" & LINE"C' 1© RIVERSIDE COUNTY, CALIFORNIA. 34 0 PARCEL S 155 �P ( I III STORM DRAIN LINE"B" STA. 7+00.00 TO STA. 6+00.00 qy LOT A OF TRACT 19344-2, AS SHOWN BY MAP ON FILE IN BOOK 1B4 PAGES 73 / ,� V STORM DRAIN LINE'B" STA. 8+00.00 TO STA. 14+50.22 THROUGH 17 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. PARS.6: 157 - _ LOTS 6 THROUGH 76, INCLUSIVE, OF TRACT 19344-3 AS SHOWN BY MAP ON FILE ' 2 ( II III NL G'1 IN BOOK 784 PAGES 78 THROUGH 22 OF MAPS, RECORDS OF RIVERSIDE COUNTY, A7 z CALIFORNIA. �- ' 12 IJ 14. 1. 4 15 I! 17 C TOPOGRAPHIC SURVEY SOURCE: 254.E AERIAL PHOTOGRAPHIC METHODS, FLOWN IN APRIL 2003 BY: I 1 1 \ R.J. LUNG&ASSOCIATES \� WDtk W P IJ 2832 WALNUT,SUITE E W LEGEND OF ABBREVIATIONS & SYMBOLS = - TUSTIN, CA 92780-7002 SCALE: 1" =750' T.C. TOP OF CURB — 100 ---- EXIST CONTOUR B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE S (714)832-2077 r— F.L. FLOW9_INE ELEV. 100� PROP. CONTOUR E. END VER KCAL CURVE -I_I TOE OF SLOPE L`O STREET IMPROVEMENT SHEET T.G TOP OF GRATE --- PROPERTY LINE L—J G.B. GRADE BREAK -1-1- DAYLIGHT LINE P.I. POINT OF INTERSECTION ® RETAINING WALL SOILS ENGINEER: F.G. FINISH GRADE E.P. EDGE OF PAVEMENT m�I�z - SHEET FLOW RATE �, FIRE HYDRANT STORM DRAIN IMPRV. SHEET R.G. ROUGH GRADE GRADED SWALE T.W. TOP OF WALL ELEV. D_ STREET LIGHT GEOCON INC. F.S. FINISH SURFACE --,� CENTERLINE T.F. TOP OF FOORNC ELEV. SOUND OR SCREEN WALL h 41571 CORNING PLACE, SUITE 101 D.F. DEEPEN FOOTING DEEPENED FOOTING MURRIETA, CA 92562 IN INVERT OF DRAIN - - SWALE HIGH POINT p. _ - o (909) 304-2300 P. PAD ELEVATION FLOWLINE L. LENGTH O WATER METER D.T.WY. DRIVEWAY CATCH BASIN&LOCAL DEPRESSION ------ F.F. FINISH FLOOR ELEV. SUBDRAIN v PROJECT N0. 201 26-1 2-01 N. NOT TO SCALE 3'O.X. DEPTH OF REOb OVER EXCAVATION - Q n GF.F. GARAGE FINISH FLOOR _ _�__ AREA GRAIN 0 J O.M. /)J00 (jV 1-9.06 PUBLIC UTILITY EASEMENT.U.E p O.C. ON CURVE(DISTANCE) P Z� CUT/FlLL LINE REVISIONS: I SEAL-ENGINEERPREPARED Y. PREPARED BY., CITY OF LAIC EUINOM SHEET m MG '- ERT BASIS OF BEARINGS: BENCHMARK: a eOFsss/Ow /?�28 HUNSAKEA &ASSOCIATES 1 THE BEARINGS FOR THIS SURVEY IS THE aA'c U ,(S SN R.C.E. 24068 EXP. 12/31YO5 DATE i R V I N E , I N c STREET IMPROVEMENT PLAN _ USC AND GS BENCH MARK DISK IN CONCRETE o`� Q^ y /""""" /® OF "Y DIAL TWO WORKING CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED D 307 1935,IS 38 FT WEST y P` PUNNING ENGINEERING 1 NIIWVEYINO TRACT NO. 30698 � BEFORE DAYS BEFORE ZONE 6, NORTH AMERICAN DATUM 1983, AS - m 1tve.N�1r•ew,a Bale•rlc twvsulmo•el fNe suo�se 2 OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT `D N0. 24068 SE PLANS HAW BEEN RENEWED FOR COMPLIANCE WITH 3 m YOU me DETERMINED LOCALLY BY THE LINE BETWEEN NGS t [N lid/S j-f,11-lS f 1/I d c NO+1/m - 2' YOU DIG 41 SOUTH OF POWER POLE 19319 CWT. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR PREPARED FOR: TIRE SHEET SHEETS m COBS STATIONS•ESRW AND •PPBFS BOTH AS MARK DESCRIPTION BY APPR. DATE s / s TOLL FREE 1-800-227-2800 PUBLISHED ON NGS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. -- � � CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN �pyp1M17 COAVANY OIL �l clvl� � W.O. FOR: F.B. FILE A PUBLIC SERNCE BY N31'30'44-W(EPOCH 2O00.35). ELEV. 1425.76 NAVD 88 DESIGNED St'ED PARNELL DRAWN BY..' ROSANA DORTCH FOECALIF� „ Q O��/ / REAL ESTATE DEVELOPMENT 11NDERGRWND fFRNCE ALERT I CHECKED BY•-EdJ6"SNYDER PRO,ECT MANAGER: DOUG SNYDER A fr tl L�/r DA TE FEB,2004 4!S LYrn SYNC,lapr ReWFIti G ttlSt 7Bf-B THE CLURMAN CO. o ' KEN SEUMALO, CITY ENGINEER RICE 1 56915 494.3707 3 F\001 Engineering\TR_30695\imp-Street\.iHT0l.dwy -�1 J , 9 6.5' 14.0' 3.0' 3' P.U.E. 50' 3' P.U.E. 6z �,,,�c+ 25' 5' N b 1b m 3 h b b �' Y V I I -�1 2 I J J 2X 2 0 I !S ..,...1 1 1 tC Vig U h n N cs ALLEGRIA LANE, CHAMBORD DRIVE, VINTNER COURT ` ►6'ry�►� �° "ti9Ev 4' `� 6.5' 14.0' 3.0' b I g STORK COURT, WIZARD COURT, STARINA STREET, & OUICKSILVER ROAD PUBLIC STREET - NOT TO SCALE LOCAL DEPRESSION DETAIL FOR C.B.113, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.#IZ CASE "C' ASSUME MIN DESIGN SPEED 25 MPH N.T.S. N.T.S. ASSUME COUNTY OF RNERSIDE STD. N0. 106 MODIRED WUH 36'SURFACE WIDTH SEE SHEET NO. 6 & 12 SEE SHEET NO. 6& 12 STRUCTURAL SECTON TO 6E DETERMINED BY GEOTECHNM.AL COMPANY ASSUME 7RAF17C WOE(:5.5 J.0' 7.0' 1&0'1 11.0' 6.5' 3.0' 14.0' 6.5' '4r''F9 'Yssr tea, �, �!�, �n`�3 ch'�n�"o$'�h r ,gig� ^o g�$� '3'''o f, '°� '✓l, ",,,�` �!o `��, i��c � .<• ti�ti natiR;timwnti�ti ci�ti m^ �ti�ti �c+ �,,,c, •< ,C !. < b+bm3+b+b b+v3+ b +b < < ,n + o•- o-o R/W R/W a 60' o C 2g 0' 0' + o n cd 2 2 cmi 2X - Z� 2x pi b+ +b of +b i i i i rye o+ +b '�+� +b + 2 2 obo +N �'� �rrOo ter$ it>°p ram. bo 0 o-ob 2 1 ,..:2 Ism c nr�`��n '°d 4s c<fs` 3.0' 21.0' 6.5' O.C. O.C. 0. . LOCAL DEPRESSION DETAIL FOR C.B.110, CASE "C" LOCAL-DEPRESSION-DETAIL LOCAL DEPRESSION DETAIL FOR C.B.17, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.#8, CASE "C" FOR CB#6 & #6A, CASE "A N.T.S. N.T.S. N.T.S. ELSNORE HILLS RD. AND BURNET STREET SEE SHEET NO. 4 & 13 SCALE SEE SHEET NO. 5& 13 SEE SHEET NO. 5 & 13 i PUBLIC STREET -NOT TO SCALE SEE SHEET NO. 4 & 13 ASSUME AN DES"SPEED 35 MPH ASSUME COUNTY OF RIVERSIDE STD.NO. 104 3.5' 21.0' 6.5' �� *� J.O' I 6.5' J.0' 7.0' 6.51 � I0.5' 10.5' 'P O.C. O.C. O.C. STRUCTURAL SECTION TO BE OETERMNED BY GEOTECHNICAL COMPANY 'rOes� 'Ft1,s ��rc �`''P c �o .N �C. O.C. D.C. N c ASSUME TRAFFIC INDEX.-5.5 •, o t Or .� M ao oB ncizi Lsw $Uzi li n 11: m < < b�bm3gbab loobc;3o+6o+b 2 ,i Ci U Ci ._ V ts TYPICAL STREET SECTIONS '° b b _ o 0 +N 0 0 * W o �3 W +cl+b * +b 'rs a $ �e i it b^ b i i i '6� •> i i i '�� '� o °� U�o >;e?� . fry 'Fri 'F� '✓� ,P��! i �e i, s� �q� afl°r ° '°!�' < •✓ 'it, � c, 3.0' 21.0' 6.5' 'a• 'rr t$''��• c �' tea• �'°� r .�'�' ! g 3 \ •< .< O.C. O.C. O.C. q `',,,c •<. �',�S 4 .<. LOCAL DEPRESSION DETAIL FOR C.B.#14, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.#11, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.116, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.19, CASE"B" N.T.S. N.T.S. N.T.S. N.T.S. w SEE SHEET NO. 7& 12 SEE SHEET NO. 8& 12 SEE SHEET NO. 8& 13 SEE SHEET NO. 4 & 13 LU 14.0' 6.5' a i i T9,a �i :� 49i >i �I �✓ '`tI fir'sy 0.o '� i Sri, 'FP��s„ .��,��, •mom c 4Yr•m�� '��j •$ ?�, 'Qa��, so',��'t�'ol�,{� S < •< •<. •<, Y A N h n U V +V i ci nb ,+Tb „g hb nb "' i N 1 O \U ` N omNi 3 N oNmi N omNmi~ N N �$bNb lo^Ib hb 1 -4 I li�!V •F q V q li •F Ci 1n U n 3 b(.1^U ;I; 'FP? i4y 'b� 49! ✓Or :' n h. "�+ci +b e b + +b + N u .TI.y - w 6.5' 14.0 AT 3.0' 14.0' 6.5' 3.0' 7.0' 6.5' .< < LOCAL DEPRESSION DETAIL FOR C.B.#1, CASE "C" LOCAL DEPRESSION DETAIL FOR C.B.#2, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.#3 CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.115, CASE N.T.S. N.T.S. N.T.S. N.T.S. SEE SHEET NO. 3 & 11 SEE SHEET NO. J & 11 SEE SHEET NO. 3& 11 SEE SHEET NO. 7& 12 NOTE ALL LOCAL DEPRESION DETAILS SHALL CONFORM TO COUNTY OF RIVERSIDE STD. NO. 311 O•k. A,106 ev 1•q• oG N _. REVISIONS: - PREPARED BY: PREPARED BY: C��LAB ELSINO� SHEET eERT ao's IS y� i/Gt✓i��j /� o� HUNSAKEA &ASSOCIATES STREET IMPROVEMENT PLAN2 MG BASIS OF BEARINGS: BENCHMARK: ��op�p5 Sp�4(f D GLAR.C.E. 24058 EXP. 12/31 5 DA1E I R v I N e I N c . ^` of o THE BEARINGS FOR THIS SURVEY IS THE y �' PUNNING ENGIND]DNG SURVEYING TRACT NO. 30698 ? 7&E TWO WORNRIG USC AND GS BENCH MARK DISK IN CONCRETE n Thw P.*-•W-'ATMs•me"SP1101R•nL W9) -l" �3 DAYS BEFORE CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED D 307 1935.IS 38 FT WES " N0. 24068 a S'PLANS HAW BEEN REVIEWED FOR COMPLIANCE W17H m YDU DIG ZONE 6,NORTH AMERICAN DATUM 1983, AS OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT W.�M' mw wx AL C ��/G t<A1 c �'"/"/06 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR., DETAIL SHEET SHEETS DETERMINED LOCALLY BY THE LINE BETWEEN NGS MARK 3t"T 2.A DESCRIPTION BY APPR. DAIS m SCALE: AS SHOWN v � TOLL fAEE t-BOO-227-TB00 COBS STATIONS•ESRW AND•PPBF•, BOTH AS SOUTH OF POWER POLE 19319 CWT. ♦�r OlVlc CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. THE CLUBMAN COMPANY YIC. w.0. FOR; F.B. FILE NO. I I A PUBLIC SERNCE BY PUBLISHED ON NGS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. DESIGNED BY. ED PARNELL DRAWN BY, ROSANA DORTpI f�'c-Llf f DAIS: FEB,2004 4BB UndBn Mrset,Low"Beach.REAL ESTATE CA 92B61 784-8 THE CLURMAN CO. ^ UNDERGROUND SERVICE ALERT , N31'30'44•W(EPOCH 2O00.35). ELEV.1425.76 NAVD 88 CHECKED BY.- DOUC SNIDER PROJECT MANAGER: DOUC SNYDER KEN SEUMALO CITY ENGINEER RCE 1 56915 1 4941707 F.\005J\Engineering\TR_30698\Imp-Street\SHT02.dwn i As i i i i�'�� 6.5' 14.0' 3.0' R/W ' :2, 3' P.U.E. 50' 3' P.U.E. .vy I. >��. .n .,. ti ti : ci cS •o '6 '� ! 25' 25, � I I u 21f m N v^ 1 I 3 1 "o 1.2_ b �9 �9 95►,f 9'l V V n'b b _ g ALLEGRIA LANE, CHAMORD DRIVE, VINTNER COURT Js 14.0 ^ ss' ,, �'b�1 9` bf 9> `f' y A6 6 6.5' 14.0' STORK COURT, WIZARD COURT, STARWA STREET, RED CAR DRIVE, & QUICKSILVER ROAD ` ` ►� ►� c PUBLIC STREET- NOT TO SCALE LOCAL DEPRESSION DETAIL FOR C.B.18, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.113, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B./ lZ CASE "C" i ASSUME MIN DESIGN SPEED 15 WIN N.T.S. N.T.S. N.T.S. i ASSUME COUNTY OF RIVERSIDE SM W. 106 MODIFIED OM 36'SURFACE MOTH SEE SHEET NO. 5 & 13 SEE SHEET NO. 6 & 12 SEE SHEET NO. 6 & 12 STRUCTURAL SECTION TO BE DERWED BY GEOTECAVCAL COMPANY ASSUME TRAFFIC MM.'15 3.0' 70' 1 8.0'1 11.0' 6.5' J.0' 14.0' 6.5' � 'fry i 'Csc '(�•oJ 'Fsp o> it sy it'°,p r$ >> "'°,o'�✓ � :< ci,p ti I�,;ti of ti N ci u ti ti ti m 6,cS e ci 10 n $,,,C '!. •< +b+b�3s+b+b R/W 60, R/W 30' 30' o m .or vv'i + o h cc m N 2 2 W U W S.i II �1 J J 2X III I.I M Uti cs N o �;'Ig U 2 _ -2d^ obob wN ��j �.� �.� ��$ �'� i �r �r s� o_b++1. o+b +ob 2 2 � � L7 >c gs�o�sc,'es J.0' 3.5' 6.5' 3.011 21.0' 6.5' .!. .�. .! :� _�4' `n •�. < D.C. O.G. o. . LOCAL DEPRESSION_DETAIL LOCAL DEPRESSION DETAIL FOR C.B.110, CASE "C" LOCAL DEPRESSION DETAIL FOR C.B.17, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.L8a, CASE "C" N.T.S. FOR CB#6 & #6A, CASE "A° N.T.S. N.T.S. ELSINORE HILLS RD. AND I3URNET 673MT SEE SHE . 4& 13 SCALE SEE SHEET NO. 5& 13 SEE SHEET NO. 5& 13 PUBLIC STREET-NOT TO SCALE SEE SHEET N0. 4& 13 p ASSUME MIN DE-SIGN SPEED 35 MPH ASSUME COUNTY OF RAERSIOE STD.NO. 104 J.5' 21.0' 6.5' STRUCTURAL SECTION TO HE DETERMINED BY GEOIECHNIM COMPANY 0 10.5' 10.5' �r� ; Sri?'r �r>�?Qy {p S > >,t �y ,r O.C. O.C. O.C. ► r ASSUME TRAFFIC MIDE7(15 >o�rT s'. �� s�n�$J LL':R ujzl m o$4:;. m ., < l < bo+bL,i;obob 3 � U U U U 4: TYPICAL STREET SECTIONS + b N m 0 ^ 44 o jI I U +U o N U ,,,N LO U Oi 3 "j U L`i 4 w b:b y' + *b+ Fr 'Fs a o w OO..+r 'de, � *mo r,D si >,� N N^ N �, �, i {9.G � 'C9� �dy .?�•fll• $o ! < �c, 'D c 3.0' 14.0' 6.5' 6.5' ZO' 6.5' '< '< I O.C. D.C. D.C. LOCAL DEPRESSION DETAIL FOR C.B.114, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.111, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.116, CASE "C" LOCAL DEPRESSION DETAIL FOR C.B.19, CASE"B" N.T.S. N.T.S. w I SEE SHEET NO. 7& 12 SEE SHEET NO. 8& 12 SEE SHEET NO. 8& 13 SEE SHEET NO. 4& 13 0 4 I 6.5' 14.0' 6.5' cm ion P ! :! 4 4 '< < 0 ,<n n < < < < < h's $U ^U 0 L� +10 nb cN h C �� 2 W �• Up^U jm O�L4 i 'TP� xi�u!�` f Ln�`�'� •�i L,j^!U 3 '°U"+Li L.i" + ui ci ti + + + s+ r. + .F _ + �. ^b u bb + 6.5' 14.0, J.0' 3.0' 14.0' ^ 6.5' J.0'I 70'44 t LOCAL DEPRESSION DETAIL FOR C.B.11, CASE "C" LOCAL DEPRESSION DETAIL FOR C.B.12, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.#3, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.L15, CASE "B" 5 N.T.S. N.T.S. AT.S. N.T.S. SEE SHEET NO. 3 & 11 SEE SHEET NO. J& 11 SEE SHEET NO. 3 & 11 SEE SHEET NO. 7& 12 o I a° NOTE ALL LOCAL DEPRESI ON DETAILS SHALL CONFORM TO COUNTY OF RIVERSIDE STD. NO. 3T1 0 , N Q I a.m. W46 ov I.9•o6 N� i MGAA '- ERTREVISIONS: - PREPARED 8Y• /2/� 'C PREPARED BY: CITY OF LAIC ELSINORE SHEET o I BASIS OF BEARINGS: BENCHMARK: _ ae"0r s °k+L J ® xIINSAK NR & ASSOCIATES �ET MROVE�ENT PUN 2I► THE BEARINGS FOR THIS SURVEY IS THE o L^ DOU A ER R.C.E 2 8 EXP. I2/Jf/05 DATE OF Lr two wDRKwc USC AND GS BENCH MARK DISK IN CONCRETE '' yc ruNNwc ENGINEERING SURVEYING Z O BEDFORE DAYS BEFORE CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED D 307 1935,IS 38 FT WESTa N0. 2400E "�' tN•pm•�+^••u�uw•ne nL9isumm•nc:Nwl seNmseV 1 NO. 30698 _J m 4 YOU DIG YW OIG ZONE 6,NORTH AMERICAN DATUM 1983, AS 1 REV.LOCAL DEPRESSION DETAIL FOR CB/B,Ba,AND 9-16 AS f s NO , „ z THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH Z I OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT 700 PREPARED FOR: DETAIL SHEET SHEETS DETERMINED LOCALLY BY THE LINE BETWEEN NGS THE APPROPRIATE CONDIIlONS OF DEVELOPMENT AND/OR y TOLL FREE 1_��T_� SOUTH OF POWER POLE 19319 CWT. MARK DESCRIPTION BY APPR. DATE sr r' CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE., AS SHOWN THE CLUBMAN�yry MiL COBS STATIONS'ESRW AND •PPBF', BOTH AS cI�IL W.O. FOR: F.B. FILE ND. m A PUBLIC 9ERMCE BY PUBLISHED ON NGS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. DESIGNED BY. ED PARNELL DRAWN BY.: ROSANA DORTCH rf�CALIS SAL WATE DIYELDP#Mff UNDERGROUND SERVICE ALERT N31'30'44"W(EPOCH 2O00.35). ELEV. 1425.76 NAVD 88 CHECKED BY., DOUG SNYDER PROJECT MANAGER: DOUG SNYDER DATE: FEB, 2004 455 LMiw S&eok MUgm lenh,CA 92651 784-8 THE CLUBMAN CO. o r ROBERT K. MOEHLING CITY ENGINEER RCE 53056 43707 3 F.\0053\Env%ne H \TR-30698\Brlp-Scr.N\SHTD2.awg 4U 15; -_ - -- - _ - - - - I -- -_ —_.-.. the®aD .: �L•l - _ � ._ :�_ -. _ ..- -. - '- :. _ - __ - AA- - a o7t 7 - - - - 9El p... _ -__ p O _. - - -- A a _ - - - L•• __ N p - - - - _ - h 0 � ~ i • m f o^ _ I W I } a - - a - - _ _ - - - - - _ - - - - - _ gym - - - __ - 2, - - _ -- _ _ - e ^ - - - n - m- ' 1 ^ _ A El - _TION I _ - - - - - W - - - y y ' x e _ a m m - PROFlLE SCALES I a _ ^ .- _._ -_ - w ._ Li of . �i a - - - - - - D - _- _. ... m N ro w= - _ - - -- •;p. "N - - - - HOR1Z.: 1'= 40' 4� __ �o - -._.� _.._ _ -- - N t---- - :. �;^'' w .. _+ - -- --•o +o.:_ - + "� - - - VERT.: 1-- 4' b - _ tlh e A p p m 10 11 12 13 14 16 17 18 19 20 15 z7*40 44�F E-CRz9 +C„Sr I SFF C/Q� i 4p I I � I REp��00 / �� yy tf �4R / / a ci y 19 18 z7•/Ge 1487+35 0' X 11 m= R [M'E / 6 Z ,y0 33 30 29 28 27 26 m 25 O�� 24 23 22 1 21 20 F o 7 a NU + 32 31 3 , N= o ^1n g C. // A 11 �` 2 4 W ^y C4 "�Lv�ryO� j + + R� -_\� � 1 cF J 2 + a 0 -s434-- R 7 W .1 ' - '- --�'-- -� - -��'-- -�o-eo°-- -b6.LKP- --se:ea-- --sr.�'- - s..oe•- --�.K`-- -- - ��'-- �' � I ygt, 1186.a 7L T 12 13 14 15 4 Is B F AO%IJ' 2 %y .�. 7 y W R W i 11 ��• 4' 2 (p J 2 m 7 U- rysn ti i.i 2 Rlw 3 : O C4 U N 6 5 6 7 8 N 9 N II m �'�� *� oN 3 a R^ I N� +� 10 11 �3nt f +, j � 12 13 14 15 16 }� 17 m PROPOSED SD ^W 10 �m DATA TABLE DATA TABLE 1 D SEE SHEET NO. 11 rn ^�- STREET CONSTRUCTION NOTES M BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT o ELSINORE o0' CONSTRUCT A.C.OVER AB CL 6 PER TYPICAL SECTION ON SHEET 2. of HILLS RD. h� Q—CONSTRUCT 6'TYPE A-6'CURB PER RIVERSIDE COUNTY STANDARD NO.200. of 24°34'SY 300.00' 12B.71' 65.J6' I 20°17'OY 322.50' 114.17' 5769, +Ci SEE SHEET NO. 10 a d Ja/� CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.401,4'THICKNESS 2 824754' 25.00' 36.13' 22.04' 07 27°46'18' 10700' 51.86' 26.45' N W N 06 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.NO. 101 of 24 34.5Y 282.00' 120.99' 61.44' O 207°46'18' 38.00' 137.80' 153.71' INSTALL STREET NAME SIGNS PER CITY OF LAKE aSINORE STANDARD DWG NO.201 a _ 4 2434.57' 318.00' 136.44' 69.28' o - - RED CAR DRIVE T- O CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD NO.J11(GIBE PER DETNL ON SHEET 2) 40 20 0 40 120 - V 5 90-00.00' 25.00' 39.27' 25.00' - - - - 11 CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000 OQ 11 CONSTRUCT 6-DRIVEWAY(RESIDMW)PER RIVERSIDE COUNTY STANDARD 207 -.. GRAPHIC SCALE 1"=40' N `� 0 o.rc. Mqe A� 1.9.O6 SEAL-ENGINEER REVISIONS: PREPARED Y: PREPARED BY: CM�LAM ELSI�E SHEETMG o E R T QROFEssro /�i /2�� HUNSAKER & ASSOCIATES 3 v '� BASIS OF BEARINGS: BENCHMARK: �' STREET IMPROVEMENT PLANED ��G ns sNYOftfi SNYDE R.GE.24068 EXP. 12/31/05 ATE R v I N E N r pp•�/�� h DIAL TWO KURKINO THE BEARINGS FOR THIS SURVEY IS THE PDwNINc - ENcwcERlNc SURVEYING B BM{r 1 NO 30698 USC AND GS BENCH MARK DISK IN CONCRETE -' ?, mo°N,en"•6w,A G9n1e•rNt("9) Iola•rx:p°elm 13 ? BEFORE DAYS BEFORE CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED D 307 1935, IS 38 FT WEST " NO. 24068 PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH m 2� YOU DIG Ytw W0 ZONE 6,NORTH AMERICAN DATUM 1983, AS 1 Rivae SIRKTIRO -6m3MWr S KAS A4 s '24068 z OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT E APPROPMA7E CONDI BONS OF DEVELOPMENT AND/OR PREPARED FOR., RED CAR DRIVE SHEETS m TOLL FREE 1-BDD-227-2800 DETERMINED LOCALLY BY THE LINE BETWEEN NCS SOUTH OF POWER POLE 19319 CWT. MARK DESCRIPTION BY APPR. DATE s CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN THE CLURMAN COMPANY RAC. v A PUBLIC SERVICE BY COBS STATIONS'ESRW AND SHEE"PPBTS, ,BOTH AS +rf clvlu � pD // �SATE DEVELOPMENT W.O. FOR: F.B. FILE NO. PUBLISHED ON NCS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. DESIGNED Br.• ED PARNELL ORAWN BY. ROSANA DORTCH arCA�11 ,�/ a_ .ram /� 1wDERCllOutlO SERVICE ALERT m7 /f h T DA TE FEB, 2004 455 lLdrn f4wt,Lapw B.tl,G 9LN 784-8 THE CLURMAN CO. {Wy N31-30.44-W(EPOCH 2O00.35). ELEV. 1425.76 NAVD 88 CHECKED BY: DOUG SNIDER PROJECT MANAGER: DOUG SNIDER KEN SEUMALO CITY ENGINEER RICE 16115 949 494-7707 3 7 b F\0053\Engineering\TIZ J0698\Imp-Street\SHT03.dwp "",11 -4. - __ - y�. h �. ad .. .. _ O - _ E - - _ o m n _ - o CS .� - - - - - - - f ^ �J - A »m � i op c� _ - - l.. - o ro- _ _ xy ID v n - - -. _ 0 + L ... -_ - - - - a - - - _. - - - - - ry- _06 � N � .v M�.. � _ .:� .N - �PROFlLE 5'CALES' _ .r•I O�N N N O O �F ^?N �+ - I F. _ - a D� A oa.oDY 2 a + 5. O 10 12 13 14 16 17 18 19 20 15 q IFCR' �AL(FCR I °-FFcR%4 u uNF/ N 4gV 7p fOO ao RED 00 / x 2 �,o �• 18 �1 ?7c)80pOR/�E / 14M.22 / 1�0 �" 11 14 19 m A[CECR/A UNE / 6 1�0 26 m a 25 ��ti�24 23 22 11 21 20 / 33 0 30 29 28 27 it pe 2 17 4i N Ci +-+32 31 3 w3•pl'� ry 2 O n m r BCR.S�T �ZLECR / 1 1 � 2 4 W N y N^ W n + R/W —\ 146. 53 h ryly , b z d _" +" J + / 8 2 487.73 n -c. — —R1s. 2 = -Al SOB°— —�P.60=— —58.BB'— ——59.6p,_— —3r.Ps•— ——6P.OB•— ——'J6.76•—— —— �s36•—— —3. I CF afl1, �h 1487.2C2 L I YJ � J A�Cf n 6 W 1 I . 4i r - _ �1 _ N 89'41'45' W - - 1 - - - N B9'41'415° W R 12 IgS. F 13 14 1 1S \�\. 16 b I7 y1 1! 19 B O 2 —6&oo- ——i6.BB'—— i1.dB' — —— —— ——63.IB'— x W 7 I1 .� J' 2 R/W 3 2 ai 7 �•, tiS�� a3 W 2 R/W 6^ N s \,p M a J o I c 40 5 6 7 8 '� 9 II �� ma + :� 10 it ON,3 +z �� 12 '' 13 14 15 16 ad 17 ! D m 1 2- In ^m PROPOSED SD W +0 , DATA TABLE DATA TABLE rn SEE SHEET NO. 11 m STREET CONSTRUCTION NOTESI L j BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT o ELSINORE o0' �J� CONSTRUCT A.C.OVER AB.CL 11 PER TYPIGLL SECTION ON SHEET 2. 's `n HILLS RD. n L:J CONSTRUCT 6'TYPE A-C CURB PER RIVERSIDE COUNTY STANDARD NO.200. Q 24°34'5Y 300.00' 128.71' 65.36, © 20°17'OX 322.50' 114.17' 57.69' + + .r V SEE SHEET R 10 .'Ci Jo--CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANlLWO N0.401,4'THICKNESS O 82°47'54' 25.00' 36.13, 22.04' O7 27°46'18' 107.00' 51.86' 26.45' N W N m O6 —CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.N0. 101 _ U O 24°34'5Y 282.00' - 120.99' 61.44' OB 207°46'18' J8.00' 1J780' 153.71' INSTALL STREET MIME SIGNS PER CITY OF LAKE ELSINORE STANlNRO DWG.N0.201 O 24°J4'SY 31B.DD' 1J6.,4' 69.2B' o - RED CAR DRIVE 10 CONSTRUCT LOCAL DEPRESSION PER R.CT.D.STANDARD H0.311 (CASE PER DETAIL ON SHEET 2) 40 20 0 40 120 n b 0 5 90Y00'00' 25.00' 39.27' 25.00' - - - - I I CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000 a 12 CONSTRUCT 6"ORIYEWAY(RaioaTML)PER RIVERSIDE COUNTY STANDARD 207 U - /A O.M. aJfJe GV (- 1-06 GRAPHIC SCALE 1"=40' N I TREVISIONS: - C"OF LAM E�MM SHEET � I { f PREPARED PREPARED BY: o MG , ILA R aoaEssro �� HUNSAKER &ASSOCIATES 3A v Q ? r BASIS OF BEARINGS: BENCHMARK: A�Q SAS Sy w( STREET IMPROVEMENT PLAN — r Fo f D A R R.C.E. 4068 EXP. 121.31105 DATE I R V I N E I N C OF n DIAL y wArwwc -. -FAIGIPIEFIIIP/D wRVLYINc T o 1Mo WORKING THE BEARINGS FOR THIS SURVEY IS THE USC AND GS BENCH MARK DISK IN CONCRETE ,-z.: - n Three Nvea•ww, G.141s•1N:BwIsulmo•Fx:60)I so 1 f\/��NO. 30698 3 BEFORE GAYS BEFORE CALIFORNIA STATE PLANE COORDINATE SYSTEM, N0. 24068 m 2 MONUMENT STAMPED D 307 1935, IS 38 FT WEST ESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH YOU DIG You we ZONE 6, NORTH AMERICAN DANM 1983, AS 1 REVISED STREET PROFlLE PER GRADING PLAN OS 7 a E,o,1L31/oa z ,� OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR PREP Rm CM DRIVE SHEETS g DETERMINED LOCALLY BY THE LINE BETWEEN NGS MARK DESCRIPTION BY APPR. DATE s / rl TOLL FREE I-E00-227-1fOD SOUTH OF POWER POLE 19319 CWT. r CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: AS�2. THE aMMMIN COMPANYIIIC. A PUBLIC SERMCE BY COBS STATIONS GS DATA AND SHEETS, , BOTH AS +rf AM ESTATE DEVELOPMENT W.O. FOR: F.B. FILE NO. �W PUBLISHED ON NGS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. DESIGNED BY, ED PARNELL DRANK BY. ROSANA DORTCII orCAL1F ��ND BERG ALERT N31'30'44'W(EPOCH 2O00.35). ELEV. 1425.76 NAVD 88 CHECKED BY, DOUG SNYDER PRO,.ECT MANAGER: DOUG SNYDER DATE: FEB, Y{LYsim EYeet,lyuM feRtls.GfLe1 784-B THE CLUBMAN CO. ROBERT K. MO£HLINC CITY ENGINEER RCE 6J056 494-3707 1 1 ;(n F:\0050\Engineering\TR-30698\Imp-Street\SHTO3.drg - - - - _ - - - _ _ g _ - • om •n. N `-.,. m =1-a - - -. _ _- - _ _- E .m 94 to = W d - :-: - ,. ° +r `- - •--IX! - - - eP m - _ - - - - ON _. - :- ol - _ 71 ^ m _ _ ^ - - +b O b _ -- _ lo _ - A A- _ A A J r PROFILE SCALES ^ - ^ HORIZ• 1' 40' a " vERr• 41 y - 444 cm BGx� 147 9 ' _o ou -. 7B py�00 �l voi a ID �CIFG�isg7�sTpEc� 148 / _ ^ g e AX °9 to 14$cc 8&2 15 16 17 SEE SHEET NK 18 bti�o 19° Na o x� v y +m v W 10+39.61 RT G• Y 4L tl�•U 19+77.14 149 / FL 1 6�°�� 92 SEE SHEET N0. 5 B.C.R. I FOR + a 52 + o °�' ° WIZARD to 10 0 ,.a I I i Oc. m^ m^ Rc6 \ I 3 o w 7 °x`' ? co f t y COURT rn ci u N 11 68 c6 ^w l 2 / 6\ •. b 91 L679 „01 1- 89 N 4+ ,y,• 3 3 69 n= a Cl n I , ?? 7 Y6.76'R/e• NV .w J 'F 111 hci o� oy h� �m �W 6 C. 6 - �" n '-W hF- ^ 6 V9 6^m 1q2 w2 9 w F A Bs R/w- -- - ry� °A [r. 7^ ^In RIW z7.z1. yL" 1s J $ Fc / 19.OJ' /6.20' B4.46' 1/7.6s' 40 h 5 6 B .� 7 1 DATA TABLE ad 4 1 \ s Ae BEARING/DELTA RADIUS LENGTH TANGENT ti eJ 1 N06 y �? '` 4 � - \�� \ � - h t \ -No. Ls7 Q 15'JS'4Y 1Bo.00' 76.21' JB.J4' > +! y a' �A;�x°j•,�O 1 + _ e 1e 6 .cN7 20.56' J fo 82'JJ'54' 25.00' 36.03' 11.95' 37 3 'bs4 \� 7 N \ 427�. y f 9J°59'1Y 25.00' 41.01' ?6.B0' wQ, 10� 766 \ �n O 7z 1SJ5'4Y 320.00' 87.10, 4J.82' I s C 742W 4062.f0' 64.60' 64.10' 64.00' 14.89 15.5J \5 C 1 m 11 lr47'5B• 320.00' 9J.83' 47.25'3Rom' + J �' U 14 2P,T0'3J' 280.00' 105.11, SJ.Is.In39 STTREET CONSTRUCTION NOTES 140 'W41 43 44 - ^y 45 46 47 48 4 ^W �o c l�CONSTRUCT A.C.OVER AB.CL 11 PER TYFIOV.SECTION ON SHEET 2. 11 47 DATA TABLE g_ �-2 CONSTRUCT 6'TYPE A-6'CURB PER RIVERSIDE COUNTY STANDARD NO.200. b ~ �Cj ^y y o J� BEARING/DELTA RADIUS LENGTH TANGENT O' 6 O / 4J�0'58' J00.00' 226.9B' t 19.2J' I CONSTRUCT SIDENWLK PER RVERSIDE COUN7Y STANDARD N0.101,{'TIIICKNE55 .-tb /CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NOs.209 k 209A �/ [� ^ �O'CONSTRUCT ACCESS RAMP PER CITY OF UKE EL56JORE STANDARD DWG.NO. 101 =O2 15'J54Y JOO.tX1' B1.66' 410 0 Q 21 JO'3J' 300.00' 111.62'dISTALL 51REFT W1ME SIGNS PER CITY OF LAKE F151NORE STANDARD OWC.N0.201 Ib V "' �� 0 95'01'D7' 25.00' 41.46' 2729', q go--INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS NO.810 - J. O•Q i b I I�IO CONSTRUCT LOCAL DEPRESSION PER R.CT.D.STANDARD NO.J11(CASE PER DETAIL ON SHEET 2 M X T�a0. QS JJ'{7'02' 280.00' 165.10' 85.OJ CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000 , ^0J'`O i" BURNET STREET © BY24'56' 25.W 35.96' 21.89' h m - i 40 20 0 40 120 I2 CONSTRUCT 6•DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207 3622'OY 320.00' 203.11' 105.1I' B 90b0'00" 25.00' 39.27' 25.00' D GRAPHIC SCALE 1"=40' N 7T , o.K. 1uo I- - b /� II EVASIONS: - PREPARED Y: O/ PREPARED BY., Cr1Y OF LAM ELSIMM SHEET G 6--Do'`G E R BASIS BEARINGS: BENCHMARK: RaOFEssT ��/'7 - /�l< IiUNSAKER &ASSOCIATES 4 WTHE BEARINGS FOR THIS SURVEY IS THE AFos•1,s sNc UGC ® STREET IMPROVEAAENT PLAN - - CALIFORNIA STATE PLANE COORDINATE SYSTEM, USN AND GS BENCH MARK DISK IN CONCRETE a �^ S SNIDE .CE. 24068 EXP. 12/31/OS ATE i a v L N e i N c p•/� OF "1 DIAL TRp RORgNO MONUMENT STAMPED D 307 1935, IS 38 FT WEST y 7• nANwNC ¢NciNceRwc suxvEnnc TM�.1 NO. 30698 ZONE 6,NORTH AMERICAN DATUM 1983,AS - 'nz� II..e Rghe••IvYr<usmse•ero�we�ses-imo•fx:Iw9 sesd�se BEFORE ��BEFORE DETERMINED LOCALLY BY THE LINE BETWEEN NGS OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT " NO. 24068 3 - m YOU DIG YW DIG SOUTH OF POWER POLE 19319 CANT. EO S1�eTIADFltt�FR A:AWIIAWL OLApI-SiP A SE PLANS NAVE BEEN REVIEWED FOR COMPLIANCE WITH CORS STATIONS'ESRW" AND'PPBF',BOTH AS ill 1 �°'lnpl/os E APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: BURNET STREET SHEETS A TOLL FREE 1-BOD-227-25M PUBLISHED ON NGS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. MARK DESCRIPTION BY APPR. DATE mr � CITY AND STATE LAWS AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN THE QORMAN COMPANY W- A PAIBLIC SERNCE Br N31'30'44'W(EPOCH 2O00.35). ELEV. 1425.76 NAVD B8 'r- o1viL �`' REAL ESTATE DEVELOPMENT W.O. FOR: F.B. FlLE NO. DESIGNED BY; ED PARNELL DRAWN BY: ROSANA DORTCH QPCAL%' O( LIWOCROUND SERVICE ALERT _/�^ el A. DATE FEB,2004 455 LYden ShMt.L.gwsR BRd4 G f24S1 7B4-8 THE CLURMAN CO. CHECKED BY.' DOUG SNYDER PRO,.ECT MANAGER: DOUG SNYDER O - KEN SEUMALO CITY ENGINEER RCE 56915 f If4-1707 ; F:\0053\Engineering\TR-30698\ImP-Street\SNTD4.dWg _ - - -- - _ 8 .9 -- -- - - - - - - _. -1, _ $ N . a ^ If --- p/ - -A MA AA R - w U q, . .N w - 16 ' e rn N O 131, M ry rz co - - v o + m06 - - AAA - a� f °/ s 'k 7. - = n - - - - h ' - A O =_ - - - AM Pt t 3 g, - - _ - + - ^ ^ 00 -- __. a - AAA r ^ ^ - _- - - - - - o .�m v - - - - - _ - - _ PROFlLE SCALES f0 1f -12 13 Bvp op 147 ^ 9 , _ w p n 610 +148 / - » �o `- i ~ �VF E.C.R. - / 10 14 0°z g c 15 16 17 SEE SHEET NO- N �7. vi6 rW 18 6�' m1r 7 19 2 / U to 149 0 3 +m 10+39.61 STORRT y° � W r 19+1 Z 14 6 ��•oy 92 + B.C.R. CD I,,ox �I +m r a* o a SEE SHEET N0.5 B,C.R. / ^. o• WIZARD 10 10 ,oX 91 11 n u COURT h c;3 N t t w 68 m I 2 c°, / d 90 n 89 N 4i ^ 3 69 n ro + + / ? 7 s •,& 7'�7>-. 3 •-W I+1 ^ 6 �y'1 6^'Gi ro R/W ^y M15�} a�J. 7+ n 2 2 ^ J ` r 1 Q /J y, /�•y��7�C I.B6' 29.OJ' 16.1� 67.95' B{.{6' 7 �GF I17.65' R/•• -- 27.21• DATA TABLE a 'Tb, S. , 4ry; �,,,✓J 1 �Ag,� to Nq`'c� N b` 1e i `�' BEARING 2 N I N B4'47'S6' E 1214 O /DELTA RADIUS LENGTH TANGENT - 15'J5'4Y 280.00, 76.21' 36.34' m x ♦ - 6 zoo 37 �J. ,L5 7 N `y ' N �7�,� I �\ J r0 82'33'S4' 25.00' J6.03' 21.95' 10� J 1 e.b A ti j r r 93159'Ir 25.00' 41.01, 26.80' µ,2•, I >� O t2 15'JS'4Y 320.00' 87.10' 43.82' - 2B.30• 21.v' ss.o0•-- s /WI s7.sD• -- B2:I0• -- B<.eD' -Z 6{.20' -J B4.DDR 14.81 ss.5J' C� ♦ m r© 16'4758' 320.00' 93.8J' $7.25' E - / 38 h U rn ^ do m + ` 51 °j W QU t4 2I JO'JY 280.00' I05.11' 53.18, y 39 4p + 41 42 43 44 49 t t O - - - - I o c STREET CONSTRUCTION NOTES I1 ^W y 45 46 47 48 �-CONSTRUCT AC.OVER A.B.CL 11 PER TYPKx SECTION ON SHEET 2. , ^ DATA TABLE 9 F ?�CONSTRUCT b'TYPE A-6'CURB PER RIVERSIDE COUNTY STANDARD NO.200. 11 m+ h 1cdp BEARING/DELTA RADIUS LENGTH TANGENT. 46 - =1 p ��rrll a-CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD AID.401,4'THICKNESS tod O4) O OJ r 4J°2058' 300.00' 226.98' 119.23'5a-CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO's.209 k 209A�-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.NO. 101 a 97 15J5'4Y 300.00' 81.66' 41.08'J 0 O O S INSTALL STREET NINE SIGNS PER CRY OF LAKE aSINORE STANLMRD DWG.N0.201 00 VO 0Jn0�O� Q 21 JO'33' 300.00, 112.62' 56.98' 9 WSTALL IRARRICAOE PER RIVERSIDE COUNTY STANDARD PLANS NO.810 r0 W O I �,• X 2 O'O 95)1'0T 25.00' 41.46' 2Z29' U f0 CONSTRUCT LOCAL DEPRESSION PER R.CTD.STANDARD NO.311(CASE PER DETAIL ON SHEET 2) J�X e 05 JY47'02' 280.00' 165.10' 85.03, 11 CONSTRUCT 58M LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PUN N0. 1000 BURNET STREET © 822456' 25.00' 35.96' 1 21.89' uQ'i a I2 40 20 `O CONSTRUCT 6'ORAEWAY(RESIOENDAL)PER RIVERSIDE COUNTY STANDARD 207 0 40 120 O7 36•'22'OJ' J20.00' 203.11' 105.11' C.i ppj B 90-00'00- 25.00' J9.27' 25.00' GRAPHIC SCALE 1"=40' N Q o.a we IJV I- -o6 / REVISIONS: - PREPAR PREPARED BY., CITY OF l�USINM SHEET MGA_1_ ERT BASIS F I BENCHMARK: Wn 44 THE BEARINGS FOR THIS SURVEY IS THE QpDI's so w HUNSAKER & ASSOCIATES M v CALIFORNIA STATE PLANE COORDINATE SYSTEM, USC AND GS BENCH MARK DISK IN CONCRETE �eAo Ns sgy0(f D S R. . 24068 EXP. 12131105 DATE O I R V I N E ; N C . STREET IMPROVEMENT PLAN DIAL Two BDRIONG ZONE 6,NORTH AMERICAN DATUM 1983,AS MONUMENT STAMPED D 307 1935, IS 38 FT WEST y �►"�+ PUwNiNG ENGINEERING SURMNe B MA6.1 N0. 30698 OF It BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT n n-.,-•I. ,r 92e1e•rr<tv.rl u�-,mu•Ex:W)l 759 2 YOU DIG YOJ DO DETERMINED LOCALLY BY THE LINE BETWEEN NOS SOUTH OF POWER POLE 19319 CWT. 1 REVISED STREET PROFI YERJ;ROWG PUN " NO. 2408E THESE PLANS HAW BEEN RENEWED FOR COMPLIANCE N91H 1 3 m CORS STATIONS'ESRW AND'PPBF',BOTH AS In F'P'ILst/a a THE APPROPRIATE COALITIONS OF DEVELOPMENT AND/OR PREPARED FOR: BURNET STREET SHEETS g TOLL TREE 1-eoD-227-xaD PUBLISHED ON NGS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. MARK DESCRIPTION BY APPR. DATE ,n� CITY AND STATE Uws, AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN F QylyylN ,may a a A PUBLIC SERVICE BY N31'30'44'W(EPOCH 2(X70.35). ELEV.1425.75 NAND 8B �r °jv1 cF` REAL t4TAT[0lNBLA►MOfi W.O. FOR: F.B. FILE No. to -�DESIGNED BY, ED PARNELL DRAWN BY: ROSANA DORTCH foF CAL1 UNDERGRWND SERVICE ALERT CHECKED BY DOUG SNIDER PROJECT MANAGER: DOUC SNIDER DATE FEB,2004 4B!111 BtrwE,Lap-B-ck,CA 92"1 7B4-8 THE CLURMAN CO. 3 ROBERT K. MOEHLING CITY ENGINEER RCE 63056 949 494.3707 - F.\005J\Engineering\TTZ30698\Imp-Street\SHT04.drg i 4,a � - p - - - - 50#2 200.-0 - - �1v o _ _ �7 - :` ,�i'-+'� ^'1 - - - _ _ - = _ _ 3 _ - 7 _ 2t— � 4 - - - Al i y D+ _ 6 - - _ - - - _ A A = �° - _ 7 x . - RG3 n II4v-'#xi _ - - :4 _ [ vi m to O : _ PROFILE SCALES cti N m +o!m^ �FL 5T ClJR�4 HORIZ: 1'- 40' =on+ - VERT• 1'= 4' - - - E g 1-11111 Il I A FIA I I I I I 1 -1 A 1 �-M44M- _ - _ I A 1 A-A A E� 10 11 12 13 14 15 "2 o� WF STREET CONSTRUC770N NOTES G CONSTRUCT A.C.OVER AB.CL II PER TYPICAL SECTION ON SHEET 2. - II a—CONSTRUCT 6'TYPE'A-C CURB PER RIVERSIDE COUNTY STANDARD NO.200. SEE SHEET N0. 4 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.401,4'THICKNESS 'g m 6 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSWORE STANDARD DWG.NO. 101 BURNET ST. L2-1-L, N 81 0 80 ��— o-1 INSTALL STREET NAME SGNS PER GTY OF LAKE ELSINORE STANDARD DWG.N0.20I Y w 88 83 82 e ; 10 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD NO.JII(CASE PER DETAIL ON SHEET 2)I 8] w 86 85 �? B4 + ur CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000Z 59 ICONSTRUCT 6'ORA•flIHY(RESIDEN/AL)PER RIVERSIDE COUNTY STANDARD 207 e Ayh 2II N (' 4 .59'-�2fi5 R/W TT RSPB -J65Y- Sit 6-10 `,rb/ y;Q1 0 -�HJ�-J.7 ip yx O � SCALE.. T•< 0, ^ — �P 12 LOT 'A' `'� ` J q1 1 15 �� I 1J � }OpA GOJ�( 7 1'p� m^ ` � W R/W ee� -- — — a2. 3 0+.• �s.s6. /.� DATA TABLE DATA TABLE c BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT- N ��1AR6 595�' •F�'cf o o N n 2 ^ " c k o v11 K746, 4 Q O371'09" 400.00' 23.4 I' 11.71'" Qe 10'S0'J9" 518.00' 98.04' 49.17' '� N 1A Rd� 45 h m 69 0 70•° _ 79 ' o 8V 1hk1�59 BURNER' ST. o W o? ^m ^w 71 72 73 74 ti 75 ±ti + 76 .+r v]] 78 0 02°14'06' 500.00' �9.50' 49.75' tO0 01673'27' 10�.00' 2J0.61 115i41 eC. SEE SHEET NO. 4 to 111^ •-m W ^m Qi 90'DO'00' 25.00' 39.27' 25.00' n 02°14'06' 482.00' 18.80, 9.40' m - O5 03'21'09" 418.00' 24.46' 12,23' 17 272'46'4J' 38.00, 141.12' 120.04' C W © 03'21'09' 382.00' 22.35' 11.iB' Q - - - - 7 10'50'39' 482.00' 91.23' 45.75' - - - - WIZARD COURT 40 20 0 40 120 a GRAPHIC SCALE 1"=40' ry (a 0,w. OW06 6V 1-9. 06 REVISIONS: - GINEER PREPARED BAY: / �� PREPARED BY. CY OF I.AM EM�E SHEET MG _ff_'4ERT BASIS OF BEARINGS: BENCHMARK: a °�SSSNw, _ //C>r Lgy7 HUNSAKER A ASSOCIATES STNMT WMVEu�r�•PLM S �« THE BEARINGS FOR THIS SURVEY IS THE D L S ER . . 24068 EXP. 72/JI/05 �DAlE I R v I N E I N c _'_'~• ' OF DIAL USC AND CS BENCH MARK DISK IN CONCRETE �` 'A�' PUNNING ENGINEERING SURVEYING ---- - --- TMO WORNINC CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED D 307 1935,IS 38 FT WEST n Th,ae H„Shes•Irviro,U 610•%I:n U3.1010 nLM%5l30R9 1 MV 1 NO. 30698 13 Z BEFORE ��EFORE ZONE 6, NORTH AMERICAN DATUM 1983, AS N0. 24068 ESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE YATH m YOU DIG rou ac OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT 1 App�D CA -SFE JlIiFT FA DS ptf R{s E,..1xp1/m a DETERMINED LOCALLY BY THE LINE BETWEEN NGS SOUTH OF POWER POLE 19319 CWT. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: WIZARD COURT SHEETS ro CORS STATIONS•ESRW" AND'PPBF BOTH AS MARK DESCRIPTION BY APPR. DATE sr SCALE: AS SHOWN TOLL FREE 1-800-227-2E00 �j crvl� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. TIE a11�lAAN CWMANY NL v PUBLISHED ON NGS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. F op Q� W.O. FOR: F.B. FILE N0. °D A WBUC SERNCE BY DESIGNED BY, ED PARNELL DRAWN BY. ROSANA DORTCH of pAL1F REAL 0lYlLOIMEI4i ^ UNDERDRouND SERNCE ALERT N31'30'44'W(EPOCH 2000.35). ELEV. 1425.76 NAVD 88 CHECKED BY, DOUC SNIDER PRO,ECT MANAGER: DOUG SNIDER M 1�-1 DATE: FEB,2004 455 LIMRn Stn�t,LaEIEr WdE,G 92"1 784-8 THE CLURMAN CO. � 0 K N SEUMALO, CITY ENGINEER RCE 56915 f/f 494.3707 {p F•\0053\Engineering\TIZ30698\Imp-Strut\SHl05.dwg - .: _. _ -. .C. - - - - - - - - fit N .2 2 00.00„ o'� ._.h _ - - - L.t 7 B - w o - i�.. - h - y - - - I lo 0 o a - - - h h - - - ei .a - • ggg 1a _ -}h AAA _ - - • • -_49 9E o + _ _ A AR p V. OF 35 20 V. - - _ > N� - rv1 + - EL - • •� ^ - ry a = o # full' - HORIZ.. 1'- 40 w o ^ VERT.: 1'- 4' P - - - - - - - - - lz IT 7 # - - - _ 10 11 12 13 14 15 ' s 'R STREET CONSTRUCTION NOTES CONSTRUCT A.C.OVER A.B.CL 11 PER TYPICAL SECTION ON SHEET 2. 11 CONSTRUCT d TYPE'A-d CURB PER RIVERSIDE COUNTY STANDARD W.200. i SEE SHEET NO. 4 U ^ _ CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.401,4'THICKNESS 3 BURNET ST. m/r 81 z 80 Go--CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.NO. 101 ` 1 0 Ej I 11 7(�—INSTALL STREET SUE SIGNS'PER CITY OF LAKE ELSINORE STANDARD DMG.N0.201 LLJ vii ti 3 83 82 Er f0 CONSTRUCT LOfAL DEPRESSION PER R.C.T.D.STANDARD NO.311(CASE PER DETAIL ON SHEET 2) CCy� om $ 89 88 h 87 0 86 85 ^W 84 U n y _ 11 CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000 LU 9 I 6•- O + , Ed + m w �,y, - l� 12 CONSTRUCT d ORhE'WAY(RESIDENTIAL.)PER RIVERSIDE COUNTY STANDARD 207 c�h .59 ,k 1 A s4f e w 7 1 \\ 1 44 6 , 5(76 _ RIW - IO a ,�yIA5' Q \� LOT *A_ SCALE gA� � �•�, 3 � , 0 �15 I 4 AEp3• .( 7 i use=_ _ _ yr; rwY Mesa �• ._.I ��Op�Gp R/►y 'ye'"- - - --'�g'' -� a"'• ��. �"� DATA TABLE DATA TABLE '� o �pk, l0 5g�t 6 m MCIj 1 3 g BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT N \Y �• 7,• o ti' Ci h r� O hk6 E( o h 70 0 •-ti 79 r OJ 21'09" 400.00' 2J.11' 11.71' Qe IO'S0'39' 518.00' 98.04' 49.1 T r N 1 R� 45 h "i o •� ° = N p o BJ 99 +� In; CIA II ±ci Ci w y w 1 1030'J9" 500.00' 94.63' 4Z46' Q9 OZ'14'Od 518.00' 20.21' f0.10' ` D BURNET ST o a ^m ^W 71 72 + 75 N 76 + 77 78 AEJk P• ��. 4 �° ho co 73 74 h +ti + v Ai J 02'14'06" 500.00' 19.50' 9.75' 10 16232Y' 107.00' 30.61 15.41 i G y f rL'i ^m 'trap 0• } ^m 4i 4 80'00'00' 25.00' J9.2T 25.00' r1 02'14'0d 482.00' 18.80' 9.40, - d 11 2 -2 5 OJ 21'09" 418.00' 24.46' 12.23' 1 1 fY46'43' J8.00' 141.12' 120.04' 10 10 - 6 0321'09" 382.00' 21.J5' 7 1LT5039 482.00' 91.23' 45.75'As Al 3 WIZARD COURT m aD - 40 20 0 40 120 0 GRAPHIC -SCALE 1"=40' N - r MGA4_'- ERT REVISIONS: - PREPARED PREPARED Br CITY OF 1 QM MSINM SHEET VOFESSi 7 HUNSAKER &ASSOCIATES SA B I BENCHMARK: °k+ STREET WROVEMENT PLAN ul 0.� Ns eyy �f D R R. . 4068 EXP. 12/31/05 DATE I R V N E I N C OF "I DIAL THE BE FOR THIS SURVEY IS THE y E 6y1�NO. 30698 - z tM0 WORKWD CALIFORNIA STATE PLANE COORDINATE SYSTEM, USC AND GS BENCH MARK DISK IN CONCRETE 4' PLANNING ENGINEERING SURVEYING BEFORE DAYS BEFORE MONUMENT STAMPED D 307 1935.IS 38 FT WEST m iIEO NWr•E9h,U 9361E•%1 n991511-1010•fIL 19191511L159 3 ZONE 6,NORTH AMERICAN DATUM 1983, AS w N0.24068 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH m 2 YOU DIC YW LtlO DETERMINED LOCALLY BY THE LINE BETWEEN NGS OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT 1 ADDED CB 8, REV C8/8a - - -DS t h t,..9yol/oe A pREpARm FOR., WIZARD COURT SHEETS m g SOUTH OF POWER POLE 19319 CWT. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR µl d I TOLL Fi/EE 1-B00-YYT_2W0 COBS STATIONS'ESRW AND"PPBF', BOTH AS NARK DESCRIPTION BY APP0. DATE ,n CITY µ0 STATE LAWS AND A PERMIT CAN BE ISSUED. SCALE., AS SHOWN YHE CL•UMMN COMPANY WIC, PUBLISHED ON NGS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �rf OIVIE �+ LLEAL L�rA7E OEVELorAlotT W.O. FOR: F.B. FILE NO. �^ - A PUBLIC SERVICE BY DESIGNED BY ED PARNELL ORANN BY. ROSANA DORTCH 4 QµIF W OUND SERNCE ALERT N31.30-44-W(EPOCH 2O00.35). ELEV. 1425.76 NAVD 68 DATE: FEB,2004 455 Lbdm SW-tl LAID_111-c A.CA 9ri91 7B4-B THE CLURMAN CO. CHECKED BY DOUG SNIDER PROJECT MANAGER: DOUG SNIDER ROBERT K.MOEHLING CITY ENGINEER RCE 1 63056 49+3707 F.-.\0053\Engineering\TR_30698\k*-Street\SHT05.OW9 i 70. a 1 _ a 9. ' 54 70 D C. ` 4. 0 _ _ ...- _ _ _. - •IY_ .u .. ' m -- r;w _ I ' 14 I 1 -7 tg - - - A1 - - - -_ low ^ - + t R 1IE I R = - - - _ - _ = o. o , Y. ag _ It LA -1 1114 +ifE __ - - ..71 HORIZ• 1"= 40' + - A. - - - - - - - - - _ _ - _ _ Tj A=1�A I 77 - - - - 10 11 12 13 14 10 11 12 13 14 N C BASIS OF BEARINGS: BENCHMARK: lTHE BEARINGS FOR THIS SURVEY IS THE a l USC AND GS BENCH MARK DISK IN CONCRETE CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED 0 307 1935,IS 38 FT WEST w R SCALE, 1' -40' ZONE 6,NORTH AMERICAN DATUM 1983, AS OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT DETERMINED LOCALLY BY THE LINE BETWEEN NGS SOUTH OF POWER POLE 19319 CWT. CORS STATIONS'ESRW"AND'PPBF',BOTH AS PUBLISHED ON NGS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. E SEE SHEET NO 4 N31'30'44'W(EPOCH 2O00.35). ELEV. 1425.76 NAVD 88 SEE SHEET NO. 8 BURNET ST. I 10 o I, ,z3 p9 a o ALLEGRIA LANE 68 67 ,°1= 66 65 64 0 63 62 61 141 140 139 11 m~ o I i I I �Ak Ny\n�hp1�T" I 1 �, �, _ 138 137 136 = 135 3 " Gt��`"FG�� W 11 u + W oN /2r� � o 1 nz ^" Nm . 60 _ z6r` 2 ^W a =H mo 6 1 I w +(j + +� .� o 1 guj -�%ewa ssoo- 4+oP ' QTW $ 7 I o _ / 1� � aes .trios'- -s°ee• �52oe=- -i5-¢e'- ae. � I + Cg S e9 _�6.7s n a O/ I 142 yn r .49 E. ' io �' ° o� LOT A s 5 '?tea•J Q 11 '�� 12 '^ 4 1s .�14 = �, I _(Y�10 11�1 I) io 12 1 12 50 be D 4 set -6�'-- -rs.s. - 2� 59 E` ie.er --- -- R we+c39'- 5 R W W 3 143 `'D, = W T 2 7 k. ><J 3 J II 6 ram,.•- Op J eN 53 m 54 55 56 2' 57 0 £ 4 m y o ;, LOT 'D' 52 N, 58 h I 14+99.72 c �Ox�FGyg'(• 09IR d =m 'y m 144 x�z 11 ^W 'im I� E. �' c gc fix G�c g 5A BURNET ST. o W 11 X0 10 AL sEGRIA NLAN E 18 �r1 GR. In SEE SHEET NO. 4 m. STORK COURT DATA TABLE DATA TABLE VINTNER COURT __ BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT L4 Q 17'2J'41' 500.00, 151.80, 76.49' Qi 20'45'29' 308.10' 111.62' S6.43' i o 66]��.xr.u a Q2 82'JJ'S4' 25.00' 36.03' 21.95' a 209-17'30' J8.00' 138.81, 145.41' .. STREET CONSTRUCTION NOTES Q 1251'22' 518.00' 116.23' 58.J6' Q 212'46'4Y 38.00, 141.12' 129.20' 40 20 0 40 "' 0 to--CONSTRUCT AC.OVER AB.CL N PER TYPICAL SECTION ON SHEET 2. Q4 9J'59'12' 25.00' 41.01' 26.80' IO f6'1J'22' 107.00' 30.61, 15.41' Q OZ-CONSTRUCT d TYPE A-C CURB PER RIVERSIDE COUNTY STANDARD N0.200. QS 11 J5'40' 482.00' 97.54' 48.94' rr 89°JJ'05' 25.00' 39.07' 24.81' OJ CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.401,4'THICKNESS �o.K. 444b GRAPHIC SCALE 1"=40� M ^ e 29'17'30" 10700, 54.70' 2796' r2 92°16'fr 25.00' 40.26' 26.01' a CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN PER RIVERSIDE COUNTY STANDARD PLAN NO.509 OV 1.9.06 MG TIC ¶�1 OS CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STAND4RO NO's.209 t 209A. REVISIONS: - PREPARED PREPARED BY., SHEET JI`III--0d 1111I1.,1�\Yl a'-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.N0. 101 CITY OF LAKE ELSINORE o _ 4 QpO�sss/0 l ® HUNSAKER &ASSOCIATES STREET IMPROVEMENT PUN b WSTALL STREET AWME SIpVS PER ClIY OU LAKE ELSINORE STANDARD ONE".N0.ZOI ) :�° NYC�. SNIDERR.C.E. 24068 EXP. 12/J1/OS ATE , I R V I N E I N c /•� OF DIAL f0 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD NO.511 C45E PER DETAIL ON SHEET 1 rn d' 9 L+ PUNNING ENGINEERING SURVEYING T��,6 1 NO, 30698 T!O 9A]RKING 11 CONSTRUCT 5600 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. IWO m m„Y MIn wIn•,a 9161e•w:9,9Is9 oio E9:(m)ms 1 3 2 BEFORE DAYS BEFORE N0. 24068 SE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH m YOU DIG 19U 12 CONSTRUCT 6'DRIVEWAY MEWDMAL)PER RIVERSIDE COUNTY STANDARD 207 A�SW SJIIN1r IROP7[E GIGtlN6�{Af1/.s£F 511lT6A [ °L E+F faA,6/8 a THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: SROTK COURT R VINTNER COURT SHEETS �2 TOLL FREE 1-e00-227-2e00 NARK DESCRIPTION BY APPR. DATE s� K CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: AS SHONN 774E flIMA1MI COMPANY WIC. v qpf CIVIL ![.i�A� T W.O. FOR: - F.B. FILE NO. m A PUBUC SERVICE BY DESIGNED BY.• ED PARNELL DRAWN BY. ROSANA DORTCH �'CAL1f rI O>r DATE: FEB, 2004 ISS LIMwI Street,l,•61rr MerA,G12N1 784-8 THE CLURMAN CO. UNDERGROUND SERVICE ALERT olx// CHECKED BY.• DWG SNIDER PROJECT MANAGER: DOUG SNIDER KE�UMMAALO CITY ENGINEER RCE_j 56915 949 4/41707 3 F.,DOSJ\Engineering\71ZJ0698\Imp-Street\SHT06.dwg I �4� - _ . - - =91-= 547 QC: -. =4. 0' -- - - ,.".'� r; .0 .= 4 .5.. 2 V - _ - _ AAA A - .. - 1 Lj p W ^ _ _ _ v 3i Dn ➢0 - „ - ::_ vi _� - O ; 1* 7 ..- .. - s - - - _ - _ n 4 _ - - - o - - - - _ _ - _ - - - fl^ O -- —AAA3'l'� .. p_ » U _ _-C, - - - _ - p - - YQ __ _ ^ _ M h _ - a - n h - _ _ _- _:� — ^ _ _ - _ _ p f: _ - - e _ _ 4. ,o - - _ _ e 3S d n s - Tj _ _ _ _ _ 3 -__ It N _ r - ,_ - - - __ ._ - - _ _ -.C. - - - - e _ _a 10. 2 4 \ - -- _ Ja _ Ell ". - _ N - -_ N -- - _ __ - .... _ ...- - --- - _ _ _ _- - PROFlLE SCALES ai TP HORIZ.: 1°= 40' 10 11 12 13 14 10 11 12 13 14 a BASIS OF BEARINGS: BENCHMARK: a THE BEARINGS FOR THIS SURVEY IS THE USC AND GS BENCH MARK DISK IN CONCRETE CALIFORNIA STATE PLANE COORDINATE SYSTEM,. MONUMENT STAMPED D 307 1935,IS 38 FT WEST SCALE I'=40' ZONE 6, NORTH AMERICAN DATUM 1983. AS OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT DETERMINED LOCALLY BY THE LINE BETWEEN NGS SOUTH OF POWER POLE 19319 CWT. _ I CORS STATIONS'ESRW AND'PPBF', BOTH AS ~ .\. PUBLISHED ON NGS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ( o N31.30-44-W(EPOCH 2O00.35). ELEV. 1425.76 NAVD 88 SEE SHEET NO. 8 A 0J� \S SEE SHEET NO. 4BURNET ST• 11 77 10 ALLEGRIA LANEA#Nz3A 3x� �o1 �� 09 I I 63 62 61 140 n iI�} 66 67 66 65 64 a 141 139 138 137 136 i 135 3 \ 1 W 1 1 ^y °+ d , sr 2 ^m n 2 m Q�• 60 �� f $ s / R W " R6s�ewa seoo� srov - Qa ° 0{ aas 3ro5 roes• - �Beos 49 ` �` m 142 `�� r0 � ►�� LOT A' � � I: 1 io N 00'30'18' W G' -�Rgyltlll �o 74- '42- E" 12 n 1s x Z �� I x��10 �o.� h 12 / 1 7 I I -R/� - _ - - _ ��' \`O�p9Q `►�� 10iL /--2 A 526. .z7- 6700- i.GEr'—- ra.sr- 2a*a 59 te.11LY --- -- R jY1, sr 4 -- 2 .SB��` � 4i 143yy J ib /'r.3 6 R I o 7 ryM a a r �'/ o m a �' ti 0 AS po J�� 6N 52 53 54 "' 55 56 °N° 57 ON 58 �q� ti o LOT,tl` +_ o I r4+ss.7z , E� n "� 144 - + I E.C.R. ■ ... \ �I p0 G0 0 ± + i f z NT D x 5 0 ^m 'V) of aL ^m 5� 8x5A°9 BURNET ST. o W 7i fo ALSEEGR� E SEE SHEET NO. 4 �� - STORK COURT DATA TABLE DATA TABLE VINTNER COURT I BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT Qt 1723'41' 500.00' 151.80' 76.49' 7 20'4529" 306.10' It 1.62' 56.4J' 2 82JJ'S4' 25.00' 36.03' 27.95' Q° 209°f TJO' 38.00' 138.81' 145.41' STREET CONSTRUCTION NOTES 3 12*5122" 518.00' 116.23' 58.36' 9 212.4643' 38.00, 141.12' 129.20' 40 20 0 40 120 62 - o--CONSTRUCT AC.OVER A.B.CL H PER TYPICAL SECTION ON SHEET 2. O4 93°59'12" 25.00' 41.01, 26.80, r0 16'°2J'22" 10Z00' 50.61, 15.41' 00 U _ O?—CONSTRUCT d TYPE A-d CURB PER RIVERSIDE COUNTY STANDARD N0.200. Q O,M_ M� O I1 J5'40' 482.00' 97.54' 48.94' Q 89'JJ'05" 25.00' J9.07• 24.87• GRAPHIC SCALE 1"=40� N 111 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.. 401,4'THICKNESS I `' - Go--CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN PER RIVERSIDE COUNTY STANDARD PLAN NO.309 pv 1.9.OL 6 29'17'30' 70700' S4.70' 2796' 1 92"16'fY 25.00' 40.26' 26.01' ,( o--CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO's.209 d•209A. REVISIONS: - PREPARED / PREPARED BY: Cm1 of 1�rF EI.SINORE SHEET -- MCA '-ERTo--CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.NO. 101 (/�_/_ 01 6A 'Of HUNSAKER & ASSOCIATES STREET UTAPROVFJ�AENT PLAN n 7o---E4STALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STANDARD Dwc..NO.201 .��o `AS�'I'pf F. p q SN ER R.C.E.2 68 4!EXP. 12131105 DATE ® I R V I N E 1 N C }•'� OF D; n PUNNING • ENGINEERING • SURVEYING �AIV I N0, 30698 13 m pp 10 CONSTRUCT LOCAL DEPRESSION PER R.C.TO.STANDARD N0.311(CASE PER DETAIL ON SHEET 2) - y P�+ 2 1� DIAL TRO MORNING TNa HugM.+•Irvire,a 91618 PH:NKISeI-1010 FM:N1918l3/1)59 11 CONSTRUCT 5500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000 'a N0. 24066 BEFORE GAYS BEFORE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH YOU BIG You� 11 CLYd/RIICT d DRlVE1WY(RESIDENTIAL)PER RIVERSIDE COUNTY STANlNRU 207 1 REVISED STREET PROFILE PER GRADING PLAN ;-- OS 40{B � Eq.1R/a1/Os s PREPARED FOR: STORK COURT B VINTNER COURT SHEETS v d I -" THE APPROPRIATE CON01110NS OF DEVELOPMENT AND/OR MARK DESCRIPTION BY APPR. DATE .N r• CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE AS SHOWN THE CLLMMAN COWANY MC. t TOLL FREE 1-BOO-227-2BOD �' CIVIC REAL ESTATE DEVELOPMENT A PUBLIC SERVICE BY DESIGNED BY ED PARNELL DRAWN BY: ROSANA DORTCH f�'cAL1f W.O. F F.B. W UNDERGROUND SERVICE ALERT CHECKED BY.: DOUG SNYDER PROXCT MANAGER. DOUG SNYDER DALE: FEB, 2004 47S 1J11dAR1 ShMRt,l494.3 0RMrA,G f2BS1 764-B 11iE CLURMAN CO. ROBERT K. MOEHLING CITY ENGINEER RICE 6J056 4AM•7797 3 N F10o5.7\Er,�1..1ww\T>Z3D69e�I�-s7r..r�sHros.ary i r0: - _ Nt •.i -•2 .4 - - - - - - - - - - - - - - - - m-_ + — - 9 s _ o Hl _ _ `-• - E R E - - - - o �W i • Lwi _ - - K I _ O% I i - - - _ m - O ' +h ; _- m i --r`°' 4-4. PROFlLE SCALES _. _ _ �txz 1Z + 9 10 11 12 13 14ao N k 2 pp 120 119 121 I G ' 122 + ?O- 123egseM 'y��F 124 a u 2v fir/ / Il C.0 10 STREET CONSTRUCTION NOTES +F 6,9'/ �.E }6g 52A,�s2A N CONSTRUCT AC.OVER A.B.CL 8 PER TYPICAL SECTION ON SHEET 2. - Lu u 125 to w 12 ND• Y OE p11C CONSTRUCT d TYPE"A-d CURB PER RNERSIDE COUNTY STANDARD NO.200. F CONSTRUCT SIDEWALK PER RI ERSIOE COUNTY STANDARD NO.401,4•THICKNESS z 128 $ 2 ''�• y1p`s , 7 4 NISI( CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN PER RNERSIDE COUNTY STANDARD PLAN NO.309 C - - 127 iO ` f' 1 6 7a INSTALL STREET NAME SIGNS PER CITY OF LAKE ELW40RE STANDARD DIG.NO.201 - t -71p�70 9Ct 'P J R/W .9 7,E 32.p3` hA• w k0�9 ©—SAWCUT EKISONG A.C.PAVEMENT FOR SMOOTH JOIN _ 10 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD NO.JII CASE PER DETAIL ON SHEET 2) (lam c f, �9� 6 7� �°¢4/1`' 9R'7,1 �� 'T F.G• LOT �A �� CONSTRUCT MOO LUMEN STREET LIGHT PER RNERSIDE COUNTY STANDARD PLAN No. 1000 ��* 1p. 8 12 CONSTRUCT d ORNEWAY(RESIOE711AL)PER RNERSIDE COUNTY STANDARD 207 ,,.• N O ,A,44 ` 2 i6°;•1'-' gG'��G. G0' 2� � \ QVF•• �^ - IJ REMOVE EVSTM EARRICIOE " 2 R�W 2 / I32 ,g 1 i O 131 N z " P�� , \ ��k� DATA TABLE DATA TABLE <' f N �'^ 129 130 A j 5 SeP„ V 8 BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGEN 135 \ �` �• 1 10'04'07" 300.00, 52.72' 26.4J' O7 04*25'26' JI8.00' 24.55' 12.28' { — 128 ?" �s 2 01152d J00.00' 1J.16' 11.59, OB 10'22'3d 107.00' 19.38• 9.72• 69b335" 53.00' 63.B8' 36.4T Q 89'48'46" 53.00, 8J.08' 52.83' T q Q 10'04'Or JI6.00' 55.88' 28.01' 69103'J5" 35.00' 42.19' 24.08, O5 10104'07" 282.00' 49.56' 24.84' O = CHAMBORD DRIVE a 04'25'26" 282.00' 21.77' 10.89' - - - - mU 40 20 0 40 `26 �R - U GRAPHIC SCALE 1"-40' n Q O.M. 4J46 ev I-9•o6 N REVISIONS: - -� Illll' 1111Ih\I(\'i PREPARED r PREPARED BY: C�0F u�EUINQRE SHEET Tit �Q�OTEssN jf E © HUNSAKER &ASSOCIATES STMETIMPROVEMENTPL.AN Ks s YD R.C.E. 2406E EXP. 12/J1/05 AIE , i R v N E I N C . OF "1 DIAL PLANNING • ENGINEEWNG SURVEYING TRACT NO. 30698 m BEFORE GAYS BEFORE N0. 24068 ^ TM�Nw^a• ufnu•PIL WRsusoso•sx(wslsuwss 13 2 YOU DIG YW OHO 1 �0" -.iFi Jsu4 ill T c W 12/]1/U6 A SE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH _ THE APPROPRIATE CONDIRONS OF DEVELOPMENT AND/OR PREPARED FOR: CIiAN"M DRIVE a ALUCiM LANE SHEETS �O MARK DESCRIPTION BY APPR. DATE v'� � SCALE: AS SHOWN I TOLL FREE 1-800-227-2800 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. THE CLURMAII COM►Al1Y MK. �E •Il OINL� W.O. FOR: F.B. FILE N0. 41 A PUBLIC SERNCE fIY DESIGNED BY.• ED PARNELL DRANK BY. ROSANA DORTCH FW CALIF do // REAL ESTATE q N UNDERCRWMD SFRNCE ALERT o/ 0 id DATE: P'EB, 2004 496LWnfInRt,LaMnRMtl,Gf]Y1 784-8 THE CLURMAN CO. CHECKED BY DOUG SNYDER PROJECT MANAGER: DOUG SNYDER KEN SEUMALO CITY ENgNEER RCE 56915 ° 4114-)797 3 C7 F.005J\dam°ariw\IR-30698\4ro-SUwt\SHT07.ar0 a i - E - - - - - - _ . _ -- - ,: _- 44 Ni _ - - - - - - - _ r • _ - - MAW t-AM _ . . h of + - •• 4 2. 3 = - _ - ^ I } - _ - - b o - _ I. - f _ - M Opt _ - _ __ - N O h - - C ° 4-4 5 AAA- 153 ." - _ __ - AA _ _ _ I• c _ _ w "- : _ _ _ _ w - :- - _ _ _ _ _ - _ _ i _ - 1 .. PROFlLE SCALES ( 7. - - -1 ma + - - mn - co !g• s + 9 10 11 12 13 14 a i --•. IRr^ 4* �a 120 119 �, I _121 7 \r / q S 122 zp'o I 123 11 W a6.�— l l EisF�E�Aace a 11 C,8 10 STREET CONSTRUCTION NOTES m 125 124 ER TYPI04L SEC77ON ON SHEET 2. o N /6 ' / zv , � \�// ScVD '2+N05ZA WGE IDRGN I a—CONSTRUCT 6-TYPE CONSTRUCT A.C.OVER 'A-d CURB PPER RIVERSIDE COUNTY STANDARD NO.200. + BB" ` 7 N>• (DI-_CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.401, 4.THICKNESS I 12B N B O ` 4 CONSTRUCT UNDER SIDEWALK PARKWAY ORAIN PER RIVERSIDE COUNTY STANDARD PUN NO.J09 � - - �,� rj• , �-INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STANDARD DWG.N0.201 ` A 127 l \\ J //U�y 96yi �.,i r E` 10 01 y6 I o--SAWCUT EXISTING AC.PAVEMENT FOR SMOOTH JOIN 6 -A 3 n R/'✓ AA }k / • r� 10 CONSTRUCT LOCAL DEPRESSION PER R.C.TD.STANDARD NO.3I1(CASE PER DETAIL ON SHEET 2) I Ao y c� �r♦r 1 J G• I LOT A C/ Dn m � � �� 6 7 ��y-' 11 ; E• , ♦`/ 11 CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD RAN N0. 1000 'C � � 1:�' b' ��' }9A O9 I / ` I2 CONSTRUCT 6"DRIVEWAY(RE5IDENTAL)PER RIVERSIDE COUNTY STANDARD 207 AZ-+, 70� .� 2M 1g G• � 0- , B \p i REMOVE EXISTING BARRICADE - 2 133 M59 �� 2 C3 132 10 �'F 2 I 1P to /iJ x �• `J \\ J yb I p y u .\\ \\ + 134 I; kkpp' DATA TABLE DATA TABLE y c w }P �E 1 BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT F l c 12g`�\ �4, `4-'S�P�p p 10'04'OT JW.00, 52.72' 26.4J' 7 04°2526 J18.00' 14.55' 12.28' • �� 135 G A\\; G� 2 0025'26' 300.00' 2J.16' 11.59' A f0'22,J6' f07.00' 19.38' 9.72' 4i 128 ,� J 6910J'35° 53.00' 63.88' 36.47' O9 8V4848" 5J.00' 8J.08' 52.8J' 4 10104'07' 318.00, 55.88' 28.01' 69bJ35' 35.00' 42.79' 24.06' 5 Q5 I"'OY 282.00' 49.56' 14.84' Q - - - - CHA M B O RD DRIVE 6 04'25'26" 282.00' 21.7T f 0.89' - - - - m I 40 20 0 40 120 8� I GRAPHIC SCALE 1"=40' N EVASIONS: - PREPARED PREPARED BY: CITY OF LAIC ELSINORE sHEET oMCA '-ERT HUNSAKER & ASSOCIATES SMr7A POF ESSI -.�1��IAAPROVEMEN'T PWi �OQ NS$� ( R V I N E I N C OF C �+0` 0,�,f, D A! N` R R.C.E.24 8 EXP. 12/31/05 DATE PLANNING ENGINEERING SURVEYING TUCT NO. 30698 O DIAL ili0 NORKINC n Threer�u . ww,usmle•rvN"9)ent-IatO.E]I:Be9ls 759 13 2 BEFORE DAYS BEFORE N0. 24068 m 1 REVISED STREET WALE PER GRADMID.9M DS f / � FiR.t=-- z ESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE YMTH PREPARED FOR: U�AMBORD DRIVE a ALLEGRIA LAME SHEETS °p a I YW DIG YOu DIG THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR TOLL FREE t-i00-727-2000 MARK DESCRIPTION BY APPR. DATE sj' Clvtl. ?� CITY AND STATE LAWS AND A PERWT CAN BE ISSUED. SCALE, AS SHOWN THE CLURMAM COWAMY MC. W.O. EOR: E.B. FILE NO. A PUBLIC BERNCE BY DESIGNED BY." ED PARNELL DRAWN BY.. ROSANA DORTCH lf�'cALA DATE: FEB, 1004 IflLWAL ESTA.L•�VELICI dMT 92"1 784-8 THE CLURMAN Co. O UNDERGROUND SERVICE ALERT CHECKED BY.. DWG SNYDER PROXCT MANAGER. DOUG SNYDER ROBERT K. MOEHLING CITY ENGINEER RCE f 63056 °494.3707 1 3 F•k oosJ\E,*II•«iDy 1 Trt 3o69B1 nEP-s&..Lk sNTo7.aWy - - - - - - - - - - - - - - - - - - - - - _ _ _ - - - _ - - - .. o a d. t 7 2 27+ .0 :_ _ o N ^ ^ - :__ _ -- = _ -- -. - _ _ _ - P F: 4. 0 4 - __ __ _ - d N. - - - 'F - - _ _ , _ .. 2 2iT + b .� .>:.` c3 v�ci •p tJ m co?N: Li ^,Ib ^ 1'•^ - - ti - •- 6 - ::- - _ - � 3• - i _, w •-54 c _ E 1 E _ a^ - •n- - - - - = tF _ _ - - r - - - -- - - R 3 s - N - .- - R v 1 +r + a N - Ji - - ^ m g Y n - ^ - HORIZ.: SCALES * - - o .or " w N c+y�'r VERT 1'= 4, •- _ 69 c - ue .. '.° _ __ _ - _ r n - o m +"+ o - ^ �+ _ N R J. 49 . - - : _ -- - - _ N t'4` m _ _ _ -_. - _ 14 15 16 17 �8 19 20 21 22 23 a€ BASIS OF BEARINGS: BENCHMARK: STREET CONSMUC77ON NOTES DATA TABLE THE BEARINGS FOR THIS SURVEY IS THE USC AND GS BENCH MARK DISK IN CONCRETE �-CONSTRUCT A.C.OVER A.B.CL II PER TYPIB1l.SECTION ON SHEET 2. BEARING/DELTA RADIUS LENGTH TANGENT / CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED D 307 1935, IS 38 FT WEST O2 -CONSTRUCT 6"TYPE'A-6°CURB PER RIVERSIDE COUNTY STANDARD NO.200. 1 35°0326" 300.00, 183.56' 94.75' // ,y ZONE 6, NORTH AMERICAN DATUM 1983, AS OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT J CONSTRUCT SIDE7WWC PER RIVERSIDE COUNTY STANDARD NO.401,4'THICKNESS .� DETERMINED LOCALLY BY THE LINE BETWEEN NGS o SOUTH OF POWER POLE 19319 CWT. \ O 19°19'3T 300.00' 101.20' SLOB' h��/\• CORS STATIONS"ESRW AND"PPBF°,BOTH AS �6 CONSTRUCT AccEss RAMP PER CITY OF LAKE ELSINORE STANDARD DwG.N0. 101 . r\�VV7 PUBLISHED ON NGS DATA SHEETS, BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �-INSTALL STREET NAME SIGNS PER CITY OF WCE ELSTNORE STANDARD ONO.N0.201 i OJ 27°77'S9" 300.00, 142.94' 63.05, \��s x��\ N31'30'44"W(EPOCH 2O00.35). ELEV. 1425.76 NAND 88 f0 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD NO.Jf 1(CASE PER DETAIL ON SHEET 2) 'It 2J'44'19" 300.00' 121.J0' 6J05' 40' (5 O•�' 5 89°3J'OS" 25.00' J9.07' 24.81' 1' f p �J� CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000 W SG 0 h �• 12 CONSTRUCT 6-DRIVEWAY RESIDENTIAL PER RIVERSIDE COUNTY STANDARD 207 Ld Q 9rl6'I3' 25.00' 40.26' 26.01' 94 93 m G• �'�' �p0 (RESIDENTIAL) Qi 35'03'26' 318.00' 194.57' 100.44' 95 11 92 o SEE SHEET NO. 4 �O�ry`�S B XrI4'08' 282.00' 163+58' 84.16' W r= 2 BURNET ST o�N � N o of W r W g m SEE SHEET N0. 3 'cF 96 + �8 m'� ; o RED CAR DRIVE 3 «� ^D, m 6 �" ^37 11 3 36 N11 35 34N 2&j ^'� h2 I" OI_ 6 I hmrpm *W m 0011 + N _ DATA TBLE 4 f,Ess � j110:6�'" ,� O �, N � a N y f' h ry R/W 7D G x �! � -_ c, I h H BEARING/DELTA RADIUS LENGTH TANGENT t t7NTN B�4 G�NF xr O // 1 0 ^�� t2 m R/W 4A e6 rD1 4S 26 `4r, kh�y4 0 I rl 7'O f" 318.00, 73.73' 37.03 € 7 FR C LOT %A� �F.r�\ 6 _ -�1.ee'-- - E' h - - f '� h' 10 19.19J7' 282,00' 95.fr 48.02 !p � --se..o•__ 7 4 '`� -6 7 t L "?�. \ 0 9 � o 4 i7 ,�� 95'01'07' 25.00' 41.46' 27.29 •2' r• h 1 Y4 Z2 i 9, 1 12 Br24'56" 25.00' 35.96' 21.89 C I w z a 146 � rO O � � ROWI•LNE I Q 26°2423' 282.00' 129.97' 66.16' / 1 145 r h v / k ' cn h •�tb 147 O' r0 n e:aD' 7se2___ 2 f4 27'1T59' J18.00' 151.52' 77.23'- 1 7 Z LOT !/ 1 + M �` o -' � 2 •8 Q 0570'24" 318.00' 29.64' 14.83'. + �' r- .47 7 J r _ b W 148 �xry % J 4i 2 R/W / f6 23°44'T9" 282.00' 116+84' 59.27'' 149 150 m 151 152 0" 153 N m 154 ` \ N W VS I� R �� ALLEGR/A LANE gym. 157 ma ,v 158 40 20 0 40 � o Fit DATA TABLE GRAPHIC SCALE 1"=40' DJG ¶�VRT BEARING/DELTA RADIUS LENGTH TANGENT ' O.M 1• - i I„ 0 8r4754' 25.00' 36.13' 22.04' REVISIONS: / _`I Imo' PREPARED B PREPARED BY: �� LAM E�� SHEET cif to o0SB27 3/8.00- 5.41, 2.70' QQROFsss" � � � ® HUNSAKER &L ASSOCIATES ` v r �,P sp�o r,^ LA N R.C.E. 24068 EXP. 12131105 DATE I R v I N E I N G STREET IMPROVEMENT PLAN b f9 25b3'10" 10700, 46.79' 4J.77' Btu S1A�r p� ,pK uA� ,� eP c /'•� OF ro �••. �r1 PLANNING • ENGINEERING • SURVEYING T�V I N0, 30698 DIAL TWO WORKING ® 25°04'08" 212.J1' 92.89' 47.20' Au(ATO 3T L # AKD SF SNN TO / y `" m iM•xHyha•IrNne,G 9M1A•PH:191915E}1010•FM:A191 S11W59 13 2� BEFORE DAYS BEFORE " NO. 24068 SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH m YOU DIG YOU DIG O 208'0425' 38.00, 138+00, 151.99, k"(ATO"V14 CM "m&wr%A E• 12/31/os o _ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: ALlEGRIA LANE SHEETS - TOLL FREE 1-BOO-227-2e00 MARK DESCRIPTION - BY APPR. DATE r SCALE: AS SHOWN Q - - - - CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. THE CIURIAAN COMPANY IIIC. w 0 FOR: r e F.B. FILE NO. b A PUBLIC SERACE BY O - - - - DESIGNED BY. ED PARNELL DRAWN BY. ROSANA DORTCH f OF CAL1 F� o PEAL ESTATE DEYELAPW%,C h DATE: FEB,2004 ASS L1MWn 7ArNE, 4WdL,G 11N1 784-8 THE CLURMAN CO. lII1DElifROUND SFRA��+T _ _ _ _ CHECKED BY.' DOUC SNYDER PROJECT MANAGER: Dd/G SNYDER KEN SEUMALO CITY ENGINEER RCE 56915 N1 4�f4]707 O F.'\005J\Engineering\TR_JO698\Imp-Street\SHTD8.dwg; IN a 41 Al _ _ - :: : - .n _ -_ - _ _ - - - - - _ - - 15 hU _ - ,D s - - _ _ 4 - 4-A44 ^ ^ ^ ^ ^ �, zo ^e� N. R• A ^ _ _ _ 97 9 _ - O I r o f t WERLW a $m-47 - _ - g: R4 L +w _ n � •^ � �^ � q - col , � . � c) - AAA .. - _ _ - ^ .. . 4 1 Fi W _. _ - h v -. - f. - __ - _- - - - _ o _ - - - _ -T _ -- I-. I Ell _ _ -- U n0 _ _ - m -f" -.. - - -- _ _ I. rn In _ _ = 1. :. _ - of .. I O _ - m ^ - Ali - _ - ^ _ _ _ - __ ^ ^ M •-.. eta -- :_ - _ - _ - - _ - e - : = PROFILE SCALES AAA- A-AAAA Ji I _ - : . _ - -- - I AA -- - - - - - - ..HORIZ 1'= 40' D _ AAA - AiL _ - .. Allfi 3 - _ - .: -_ -- - - -- VERT i'= 4' _ _ MAI d � I - - _ - -- N'^ i _ - - 20 21 22 23iti \ 14 15 _ 16 17 19 a 18 BASIS OF BEARINGS: BENCHMARK: � STREET CONSTRUcnON NOTES I DATA TABLE THE BEARINGS FOR THIS SURVEY IS THE USC AND GS BENCH MARK DISK IN CONCRETE l� CDB51RucrAC.OVER AB.CL 8 PER T NER SECTION ON SHEET 2. BEARING/DELTA RADIUS LENGTH TANGENT � CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED D 307 1935, IS 38 FT WEST O2-CONSTRUCT d TYPE A-d CURB PER RAERSIDE COUNTY STAN[NRD NO.Z00• I- / ZONE 6, NORTH AMERICAN DATUM 1983, AS OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT �-CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.401,4'THICKNESS 5 Q 35'03'26' 300.00, 183.56' 94.75' / .�� DETERMINED LOCALLY BY THE LINE BETWEEN NGS SOUTH OF POWER POLE 19319 CWT. CORS STATIONS'ESRW'AND'PPBF',BOTH AS CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANWRD DWG.NO. 101 \ 2 19°19'JT J00.00' 101.20' 51.08, h 7o---INSTALL STREET N411E SIGNS PER CITY OF LAKE ElSINORE STANDARD DWG.N0.20I % PUBLISHED ON NGS DATA SHEETS, BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 3 0 27'1759" J00.00' 142.94' 72.85' ,��$X N31'30'44-W(EPOCH 2O00.35). ELEV.1425.76 NAVD 88 f0 CONSTRUCT LOGY-DEPRESSION PER R.C.LD.STANDARD No.31,(CASE PER DETAIL ON SHEET 2) �( C5 Q I I CONSTRUCT 5800 LUMEN STREET LIGHT PER MYERSIDE COUNTY STANDARD PLAN NO. 1000 w Q 2T44'19' 300.00' 139.07' 24.81' v 1� p 1, V� q p O5 89'JJ'05' 25.00' J9.07' 24.81' / �� o mCi � �y`a� ry� 0�4VO 1? CONSTRUCT d ORIYEIYAY(RESIDENR4L)PER RIVERSIDE COUNTY STANLIIRD 207 g 92'16'1, 25.00' 4D.zs' zs.or 94 93 + "�° °'A ` I Oi J5'03'26' 318.00, 194.57' 100.44' 95 o SEE SHEET N0. 4 ox q d q px I V O8 JJ'14'oe' 282.00' 163.5e' 84.16, �+ w1 92 a^,u BURNET ST g W g m SEE SNEEf No. 3 -ti�� c .I Q: + +W 10 + RED CAR DRIVE e" f 96 y 6 g4 ^37 36 N11 35 3 Qn * "E ui Cio VI M 4i m 0G I 1 DATA TBLE 1. ,F,f � ey-� °;` (} - m�^ O yh 0' �j N In 1 N h I h \ _ < EEO�� BEARING/DELTA RADIUS LENGTH TANGENT '`4EC •01 n i0p 2 RIB Oi �1_ - h J -s0:e9• I_ �4J:� 5 Z 9 1J'17'01' 518.00, 73.73' 37.03' 73� R�q c a i f T W o 2 R/w 4fieg 508- -4saf ha �g1 �!A�,f6) �•y�r / O _�.,8,- A fe 19'19'JT 282.00' 95.12' 18.02' *A' (y, g _�•�•__ ^ r� r5 - 6 7 a� \ n 85'01'OY 15.00' 41.46' 2Z29' ` 0 j 004, LOT 7 /' - 7c(,il47 ..a___ �� & 4 ' ,9 �� 0 O w 82-2456' 25.00' J5.96' 21.89' M e 2 J 1624zJ' 282.00'14 2T17'59' 318.00, 751.52' 77.TJ146 0520'24" 318.00' 29.64' 14.83' ti 148 �� ^ 34•cr - n 7 '�f{S• �� / 1 23'44'19' 282.00' 116.84' 59.2T Gr' m 4 2 R n m• �� c s� 1 150 M + N m „90 154 H v y r to 151 152 n 153 ^ ti W yo ! �\ 1 NW +0 '55 i 156 -__.--. X 6 '� - R o 2 158 , x _ . �� ALLEGRIA LANE '57 �b O R B .n•�� 10 I ti 0' 40 20 0 40 120 GRAPHIC SCALE 1"=40' ry DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT ' .N. 9J415 ov I- - SEAL-ENGINEER - r INGIDELI82*4754' 25.IUS00' JN TH 22G N REVISIONS: ;EPA*RE. � PREPARED BY. CITY OF LUE ELS�NORE SHE Oj ' �MG - ERT © 00'S8'2T 318.00' 5.41' 2.70' pff ssr D © HUNSAKER & ASSOCIATES ��WRQVAEKT PLM OF Oe NS S < I R V I N E N C 19 25'0J'10' 107.00' 46.79' 23.77' RENSED STREET PROFILE PER GRADING PUN DS ��'�'` Nr �' .C. 24068 EXP. 12/31/05 ATE ♦. O 1 00 '!,p is PLANNING ENGINEERING SURVEYING NO. 30698 1 3 2 W DIAL 1W0 WORKING 0 25'04.08' 212J1' 92.89' 47.20' RELOCATED ST LIGHT AND ST SIGN TO AVOID FUTURE DIW N m 'mom.N�9 Irvin,G flfl!•PH:19.915IJ-1010•FX:19191531U159 m N0. 24068 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH SHEETS � BEFORE DAYS DEFORE Q 20B104'T5' J8.00' 1,T8.00' 151.99' RELOCATED CB/16, RESIZED CBj11 �' Ew.tsn+/os / PREPARED FOR: AV'Eu uNE YOU DIG YW OIO THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR MARK DESCRIPTIONCL SCALE: AS SHOWN THE ESTATE COMPANY WIC. BY APPR. DATE s; crvlE �� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. W.O. FOR: F.B. FILE NO. TOLL TREE 1-t100-22I-2600 O REAL ESTATE DEVELOPMENT A weuc SERA BY DESIGNED BY ED PARNELL DRAWN BY. ROSANA DORTCH rFOr cAEIF°4 DATE: FEB, 2004 4SS LYEdWn Str••E,Lylnw!•WdLGfL61 784-8 THE CLURMAN CO. 3� WOERDROUNO 6ERNOE ALERT CHECKED BY. DOUG SNYDER PROJECT MANAGER: DOUG SNYDER ROBERT K. MOEHLING GTY ENGNEER RCE 6J056 49+3707 - - - F:\0053\Enginaving\nL3D698\Nnp-StnstkSH=d•g T P FT RPM 0 — — _ __ a e o 0% = _ _ ~t z. - - � _ m +� �U*� o .hy V]4 *v yoD a 06 _ - _ - U - - -- - h' - - _ - D N v -_ u]_ - - N - - - g La- - - - - - - - - - + _ - Off. _ - - - - - - TOP S U. llR6 f?R L mnLE SCALES - m HORIZ: 1'= 40' .o+ PERT 1'- 4' _ o N z m 31 17 18 19 04 = N :- 4-1 : - _ - .: _. - �.o '•_ �+ *.+ : _ _ _ _ - _ _ _ - STREET CONSTRUCTION NOTESWg R = ° 27 28 2g Q CONSTRUCT C.OVER A.B.CL II PER TYPICAL SECTION ON SHEET 2. gg 3O CONSTRUCT 6•TYPE-A-6-CURB PER RIVERSIDE COUNTY STANDARD N0.200. a 7 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD N0.401,4'THICKNESS o a -- O5 CONSTRUCT CROSS CUTTER PER RIVERSIDE COUNTY STANDARD NO's.209&209A. 25 26 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.NO. 101 G To--INSTALL STREET NUPE SIGNS PER CITY OF LAKE ELSINORE STANDARD DWG.NO.201 Bo-�—SAWCUT EXISTING A.C.PAVEMENT FOR SMOOTH JOIN K Oµ U WSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PUNS NO.810 LU ri X p IO CONSTRUCT LOCAL DEPRESSION PER R.CTD.STANDARD NO.311 (CASE PER DETAIL ON SHEET 2) H 2 STARI NA ST. H� Q I I CONSTRUCT 5B00 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000 W 20' S.D. I N'o 0 o•� 1z CONSTRUCT 6-DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207 ESM7. b Ox4z- I\ REMOVE EXISTING BARRICADE 6 �^ _ ___ �yss�� Ary o�• � V 1 i� � I � I - — 1J - �. � \�� ryy� 1ry0 'o SHED NOVe-R � O ��ss>•`� n m 11 jo mu 2s b 3 k B�xSo SEEQUID Zw__-__- A 0 p e �' .SFrb- g ��---- -- -- � � ti0. LOT �B. 1125 ' R r h U a 2 `� `' �_ _ \ \ m :, R lw W 1 DATA TABLE a6 BEARING/DELTA RADIUS LENGTH TANGENT 2912'39" 300.00' 153.82' 78.64' T C * �I `� 1 ? _ 6 T h T � Y5.59' JJ°3n2'5J' 318.00' 184.J5' 94,84'14,79' A 1° _-. pm •s_,,. w� ___so:e3" i 1 Q 115J" 282.00 163.48 84.11 �f 37°15'45" 282,00' 183.40' 95.07' /J 6 41'57'41' 318.00' 232.43' 121.68' n I^ 118 O 1 07 f03°43'37" 75.00' 45.26' 31.84' t:� f2�IN 1 a LOT A" IIl 1 B 83'19.3J" 25.00' J6.J6' 22.25' 117 rim 116 109 1 ° cos 110 40 10 0 40 110 b 115 ill 2 114 � 113 112 GRAPHIC SCALE 1„=40' N i REVISIONS: - PREPARED PREPARED BY: SHEET " o 'l /may/ CITY OF LAIC ELSINORE o m o BASIS OF BEARINGS: BENCHMARK: oRaoFESS/off /�1 //'/ HUNSAKER &ASSOCIATES $T � RO�I E�R PI N 9 a THE BEARINGS FOR THIS SURVEY IS THE USC AND CS BENCH MARK DISK IN CONCRETE ��o �Ns SNVef4yo S SN R R.C.E. 24068 EXP. 12/JI 05 DATE I R v N E I N c a OF DIAL TWO WORKING CALIFORNIA STATE PLANE COORDINATE SYSTEM, Iunwrlc ENGINEERING SURVEYING T��NO 30698 MONUMENT STAMPED D 307 1935,IS 38 FT WEST `-' m m,a N,4Ib•w:r.a stele•Iw:ronl se�.wla•EK:I9a91 sewrss 1 3 2 BEFORE DAYS BEFORE ZONE 6, NORTH AMERICAN DATUM 1983, AS OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT " NO. 2406E SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH m YOU DIG Yal DIG DETERMINED LOCALLY BY THE LINE BETWEEN NGS °` E..s2/n/W a SOUTH OF POWER POLE 19319 CWT. E APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �200. PREPARED FOR: STARINA STREET SHEETS CORS STATIONS'ESRW'AND 'PPBF', BOTH AS MARK DESCRIPTION BY APPR. DAIS sr SCA tou FREE 1- -22T- PUBLISHED ON NGS DATA SHEETS, BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �rF DIVIE �c CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. THE a1MAMN COMPANY MC. ,NO FOR: F.B. FILE NO. A GROUND SER SERVICE BY N31'30'44'W EPOCH 2O00.35. ELEV. 1425.76 NAVD BB DESIGNED BY. ED PARNELL DRAWN BY, ROSANA DORTCH OF'CAUF y/1 / FIAL ESTATE DEVELOPMENT n UNOERCROUND STRIDE ALERT CHECKED BY.• DWG SNYDER PRO,ECT MANAGER: DOUG SNYDER �a/o� D/�f/eT DA 455 LkWmn ShMt,LOOM Ndy CA 92"1 784-8 THE CLURMAN CO. 3 KEN SEUMALO, CITY ENGINEER RC 6915- 494-3707 ' F.•\0053\En9ineerin9\IR_•70698\Imp-Street\SH709.AIrg - _ _ - - - _ - = - - _ -� 39.27 eAgeoN w -al: -c®�y- .. _ - -- .. __ - _.. O W h _ — ffV _� `F - *^ - N Nt - - - - - — — - _ _ -_ 12 - I - - o R + - _ rI a • .00.00 a LI:Nj o v - - - d _: _ - .: - _ _ _ : *o - w �m� - ^ - _ - - n - _ - q: _ - - I • I p--c - - - - - - - - - - - —L— A4 ji TZ Iq — 76 t = o �r -_+n m r PROFlLE SCALES _ _ _ _ + n rn +^ = p ^ m HORIZ.: 1'= 40' 7 IN—a n a + - _ n h^ ay^ o o VERT.: 1"= 4. r _. .. _ - m rn a a 110o' - - _ _ _ - _ \ •1 x�r'E aq _ ^ ^ ^ + 11 12 13 14 36.36' 24 25 N s O.C. ^ 10 W o G SCALE 1" =40' M� STD^�Hf�,yO 9 � 98 99 100 101 11 y o SEE SHEET N0. 3 0 28+42.31 N9 / RED CAR DR. F�•! E.C.R. 7 Sj 1 e� 97 W 11 q� w �� K U' ^v' J hx v Q N'o N Lu 15+58.92 B.C.R. 2 102 4��0 2 J "5 24+93'0 p. w 10+00.00 ti' 7 HILLS / 7 ,w,� _ ELSINORE 16+p3.92 1 9.J0 J N ��x'•� ,F kGO� � 8' 6 CAR pRIVE QUICKSILVER RD. --nor-3�W - 1 Q � ---\�,.`�9� 1 J N � 28+92.04 / 0 / - •A ct fi� 13 o` �` R Ep o NA sr. START ' � ry� �z `� 8 � , ''*e`\ e �..c,a z N . I 25 � I 9 .20 - 7 O ~I 24 7 6 W. I 4 2 ,q9.y�\ �4 ---- R/w 91.00 / i4 o.1iB � -a9.a;=•- -ass+•--- rw'- R� I 1 7'S.D. EASEMENT Q �"' J f 29+32.7 7 6 J 502.2OF 0 6 �� 16+4B.92 � I {^ h �'�b• B' o m E.C.R. w B.C.R. S7q -IT N J 104 103 m 12 o 2 h 108 105+ 118" CMP U( + I p z N z SE'E'�E� Sr o u 107 10B N N DOWN DRAIN �. a m C Ab 9 11 109 �O� STREET CONSTRUC77ON NOTES 11 RED CAR DR. —CONSTRUCT A.C.OVER A.B.CL 11 PER TYPICAL SECTION ON SHEET 2. SEE SHEET NO. J •", V L/ CONSTRUCT 6'TAPE'A-6'CURB PER RIVERSIDE COUNTY STANDARD NO.200. BASIS OF BEARINGS: BENCHMARK: ��P a CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.401,4'THICKNESS THE BEARINGS FOR THIS SURVEY IS THE USC AND CS BENCH MARK DISK IN CONCRETE To--CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN PER RIVERSIDE COUNTY STANDARD PUN NO.309 CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED D 307 1935, IS 38 FT WEST ZONE 6,NORTH AMERICAN DATUM 1983, AS OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT CONSTRUCT CROSS CUTTER PER RIVERSIDE COUNTY STANDARD NO's.209 k 209A. ELSINORE HILLS RD. DETERMINED LOCALLY BY THE LINE BETWEEN NGS SOUTH OF POWER POLE 19319 CWT. 6 CONSTRUCT ACCESS RAMP PER CITY OF LIKE ELSINORE STANDARD DWG.NO. 101 m COBS STATIONS'ESRW AND SHEETS, , BOTH AS QUICKSILVER ROAD PUBLISHED ON TUGS DATA SHEETS, BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. la INSTALL STREET NAME SIGNS PER WY OF LAKE ELSINORE STANDARD DWG.NO.201 N31-30-44-W(EPOCH 2O00.35). ELEV. 1425.76 NAVD 88 Bo--SAWCUT EXISTING A.C.PAVEMENT FOR SMOOTH JOIN V INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS NO.810 °f f0 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD NO.311(EASE PER DETAIL ON SHEET 2) m P DATA TABLE 40 20 0 40 120 i 1 CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PUN NO. 1000 U o - BEARING/DELTA RADIUS LENGTH TANGENT O 12 CONSTRUCT 6'DRIVEWAY(RESIDENTIAL)PER RhERS10E COUNTY STANDARD 207 O Or JO'iJ'24' 300,00' 158.25' 81.01, 1J REMOVE EXISTING BARRICADE GRAPHIC SCALE 1 FF=40' \' - (� Jr22'19" J00.00' 190.46' 98.56' N MGA4-'- ERT Of21*06'JT 82.00' 03.26'91, 31.84' _REVISIONS: vr 21°06'4J" 2B2.00' )03.91' S2.55 ENGINEER PREPARED BY: PREPARED BY., C��LAM ELSINORE SHEET c� pFESa/ e HUNSAKEA &ASSOCIATES Os BJ°19'33" 25.00' 36.36' 22.25' QRR s N°YYA CT_ �p�-��PLM 10 ..757 D L $lSN�ER E. 24068 EXP. 12/31/O DATE I R v I n E I N C TMCT NO 30698 h © ?3'J2'S7" J18.00' I30.70' 66.29' - 'Yfy 4c OF DIAL 1`AO wORKINC PLANNING ENGINEERING SURVEYING BEFORE GAYS BEFORE 7 J6'2229' 118.00, 201.88' I04.4B' y m T F Nd •YVNe,G 9 1!•P:(9�915 010•F11:19,9)UI5 759 • 2 YOU DIG YOU OS 36°2229' 282.00' 179.OJ' 92.65 NO A24068 s SE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH 1 3 m Q O �, THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: QUICKSILVER ROAD B ELSINIM HILLS ROAD SHEETS -0 MARK DESCRIPTION BY APPR. DATE TOLL FREE A-600-227-2400 9 90'00'00" 25.00' 39.27 25.00 CITY AND STA 7E LAWS, AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN THE(l�N COWANY W- w 0. FOR: F.B. FILE N0. I a 'FTf- GCALI �l A PUBLIC SERVICE BY DESIGNED BY. ED PARNELL DRAWN BY., ROSANA DORTCH OF CALIF '/ SAL ESTATE OEYELOMIEIff r, UNDERGROUND SERVICE ALERT .'�•- Q� DA TE FEB, 2004 455 Lrdtn Swot,tAIpm MRdP,CA 92651 784-8 THE CLURMAN CO. I CHECKED BY. DOUG SNYDER PRO,.IECT MANAGER: OOUG SNYDER KEN SEUMALO, CITY ENGINEER RCE 1 56915 949 49+3707 O & F.•\005J\Engineering\TR-30698\Imp-Street\SHTIO.Owg3 F ik - -.. _._.- _ _ MAW AE4 = 9I U - - " - - - - - - - - _ - _ - - _ - - 8 _ - _ - i. -4 i - - - L MA 1 TE — - _ r — - - �s ala V =. .6 fp.Is. _._ - = 9 Lp - - - - - - - aHORIZ.: - - � ' - � - -•'q - - _ PROFlLE SCALES + ._ --: _ _. .* MSF - - 1'= 40,s3�Ef -24#_ _ -- - - .. - — - _ - — - wiVTE c w4r T1G VERT• 1'= 4' 3 4 LINE *A—I' LINE YA-2" 12 13 14 15 LINE "A" Dtoo=5.3 c.f.. Oros=4.3 e.f.s. Vwx=3.1 fp.s. Vtrtt•=4.5 f.p.s. ------------- to - i SCALE: 1' 40' 1 i = I$ SCALE: 1' = 40' Z 41 I I 814 zj 21 9-5ZIm- �. � I j jSK 15+65.21 \ I I ELSINORE HILLS RD. Tj ce.CB_if I I --�--- EXIST. 24'R.C.P. PER ----------- ------------ ' I TRACT 25478 ' .p tV I I _ I 8'15'E --�___________cil �.-'" 7 --_-' __��.r.__—______—__ ___—_� ______ 7r_____ _— qrs�� C - 'S?'------ - - ,. zt R.0 P. I - ---- - '----a---- -- -� con 14 — -0°i3!2i'-E---- - --�-----_--------' -- ' IIII _,V (/v�� T 2 va a 7� 13 µ `�Q=J6' 467'L=12' M M \ Imo' I I b J 83 I rota �\ LINE A 148 t ( v O 1465--' c c v 16 .9 I 11 Lb En 1 --'��- 2: I � � �A. 16+58.921 I I �q1 / 1470 ^� \ v C.B.N0. *. \ W 1 7 y - ,� ",mo \ \ ki N : ism _ V >0 I C U 17 CONSTRUCTION NOTES �p,y, 41gb T+�V /-9.06 ol 80 INST. 18' R.C.P. (CLASS IV) 40 20 0 40 120 v 81 LINE INST. 24' R.C.P. (CLASS IV) A"CURVEDATA LINE'C"CURVE DATA o BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT N 83 INST. 36' R.C.P. (SEE PROFILE FOR D-LOAD) A 45'DO'00' 22.50' ENGT 9.32' A 14°16'46" 45.00' 11.22' 5.64' GRAPHIC SCALE 1"=40' N 87 REMOVE INTERFERING PORTIONS AND JOIN EXISTING J� MGA4 I-ERT90 CONST. C.B. NO. 1 PER R.C.F.C. k W.C.D. STD. DWG. NO. CB 100 REVISIONS: - - PREP p PREPARED By; CITY OF LAKE ELSINORE SHEET 91 CONST. M.H. N0. 1 PER R.C.F.C. do W.C.D. STD. DWG. N0. MH 251 mi �Z—zfv HUNSAKER &ASSOCIATES 1 1 a 98 CONST. CONCRETE COLLAR PER R.C.F.C. do W.C.D. STD. DWG. NO. M 803 pPyFEssl ® STORM DRAIN IMPROVEMENT PLANS — 4+1 �,9 a c. � 1l VEN E.BARNHART R.C.E. 25167 EXP. f2/J1/05 DA I R v I N E I N c OF "1 DIAL iM0 MORKINC 99 CONST. HEADWALL PER CAL-TRANS STD. PLAN D89 I PUNNING ENGINEERING SURVEYING .gyp �.�• BEFORE DAYS BEFORE �--CONST. RIP-RAP PER DETAIL ON SHEET NO. 13 f PAORIZS RA l%*A -I 44•2-3wii " 9 �s �" � ltxee Nugher•Irvirc,uszrte•rrt:twm see-taro•n:lusl seaazss I IWV 1 NO. 30698 13 ED IN NO. 25167 �" PLANS HAVE BEEN REVIEKO FOR COMPLIANCE WITH m WRl DIG YOU WG /1Af NN IIB✓011l f/s7 It.FJ ILAf �n 4i �• Ey.ta/3t/m �. THE APPROPRIATE CONLVTIONS OF DEVELOPMENT AND/OR PREPARED FOR: LINE W.LJNE'C SHEETS co MARK DESCRIPTION BY APPR. GATE r SCALE, AS SHOWN 711E CLI111A1AN fAM►ANY IIIC. 'r; TOLL FREE t-eoo-LIT-2600 E, CIVIC CITY AND STATE LAWS AND A PERMIT CAN BE ISSUED. REAL ESTATE DEVELOPMENT w.o. FOR: F.B. FILE N0. A PIIBUC SERNCE BY DESIGNED BY.• PATRICK PACADUAN ORANiJ BY., PATRICK PACADUAN L9'CK1 �/ Q� // UNDERGROUND SERNCE ALERT CHECKED BY: DOUR SNYDER PROJECT MANAGER: O///l Ir DA TB APRIL 2004 435 LLden Sb_ laFw 5@ CA 92651 784-8 THE CLURMAN CO. KEN SEUMALO RCE 56915 941 494-3T07I ' F.\005J\Engineering\TIL J0698\Imp-SD\SHT11.dng I _ - -EF A A - - - 'A A - - - _ - ^ - - --_ El'El E9 — - - - I E _ + ^ - _ _ N -- 6 O fill.t- - : - _ - - _ - wICA C AAA A I . 1 - - w w J - 2 w. --• 'KIC.i - 1 R. .P. .4D. b ID I 1 4 8 I _ PROFlLE SCALE S HOR/Z• 1'= 40' 3 4 12 13 14 15 1 2 3 4 o M LINE AM ,q � 17 0 �i 11 SCALE: 1' 40' v v LAJ a y,, G I J+88.I1 SCALE: 1" = 40' \ m Ias 2 Z I v 41 I ZU \ + +U 1 A N_ u S 15+65.21 C C.B. NO. 19 - - +l /\ C.B./I / EXIST. 24'R.C.P. PER ij TRACT 25478 4;, ND I I 1 I ELSINORE HILLS RD. o- - I gN3 0•33'21'FC2I 2_14 14LINE A 1465—_ 1470(Ol _o IffA C.B.N0. 1 B -a _ .. I 1 1D I / 1 7 i'C3 H `• c \ \ +" �y _ze m uunyhp � f7l - -------�.. .. ------- �V CONSTRUCTION N07ES tAO.k MA6 Illy 1-9-06 h� � INST. 18" R.C.P. (CLASS IV) 40 20 0 40 120 tip - LINE A"CURVE DATA LINE"C"CURVE DATA o El_ INST. 24 R.C.P. (CLASS IV) N BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT N 2 83 INST. 36" R.C.P. (SEE PROFILE FOR D-LOAD) GRAPHIC SCALE a==40� - --- "T 87 REMOVE INTERFERING PORTIONS AND JOIN EXISTING ^ 45'00'00' 22.50' 17.67' 9.32' 1 10114'16'46" 45.00' 11.22' 1 5.64' N R 90 CONST. C.B. NO. 1 PER R.C.F.C. k W.C.D. STD. DWG. NO. CB 100 REVISIONS: PREPARE BY• PREPARED BY CITY OF LAM ELSINORE SHEET 91 CONST. M.H. N0. 1 PER R.C.F.C. do W.C.D. STD. DWG. N0. MH 251 m �yFEssl HUNSAKEK &ASSOCIATES STORM DRAIN IMPROVEMENT PLANS 1A 98 CONST. CONCRETE COLLAR PER R.C.F.C. k W.C.D. STD. DWG. N0. M 803 s9+c. STEVEN E.BARNHART R.C.E. 25167 EXP. 12131105 DATE I. R V I N E I N C OF h a DIAL tso WORKING 99 CONST. HEADWALL PER CAL-TRANS STD. PLAN D89 - y�� 1 - PLANNING ENGINEERING SURVMNG �p BEFORE DAYS BEFORE �—CONST. RIP-RAP PER DETAIL ON SHEET NO. 13 1 EVISEO PFOFTLES FOR LINE A,A-1 h A-2 TSB_ 7L+rJ YF•eeNyhea•IrvYiq a1mis•rN:nelses_{mo•Fz.Dnlsuo�sv 1 \M�NO. 30698 3 ? YOU DIG YOU DID 1 D LINE B-7A PROFILE PLAN NE1Y ON SHEET iJ SB f y NO. 25167 So"/ THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH m - 4Y}gfA" E..12/31/0 {� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: LINE A,LINE 9V SHEETS TOLL FREE 1—a0D-227-2000 MARK DESCRIPTION BY APPR. DAZE sl r CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE.- AS SHONN THE CLUBMAN CWVAWW_ `} CIVIL HEAL ESTATE DEVELOPMENT W.O. FOR: F.B. TNO. A PUBLIC SERVICE BY DESIGNED BY., PA7RIf]C PACADUAN DRAWN BY. PA TRICK PAGADUAN CF CN? 0: UNDERGROUND SERVICE ALERT CHECKED BY: DOUC SNYDER PROJECT MANAGER: DATE: APRIL 2004 455 UMm Strwt,Lap"Bosch,CA 1241E1 784-8 THE CLURMAN CO. o KEN SEUMALO RCE 56915 %1 414.7707 3 F.\—J\En94w-in9\TR_30698\!mp-SD\-94T?f.daq �— i FINISHED SURFACE `�� G• � - - _ - - - m m E G - - - - - - _ - _. - _ B i - 12.8 f : talc a ` - _ - _ - - `" - - I - - - _ _ - .. _ _ - - _. : - - •? `� - ONNEC ON TOG $ - - �'�� - =-T�A =D - E ��N - n _ _ - a = ..... = a - - Z W, r too Al -_ .. ._. -- •P - - - - 'p AA!• .p _ AAY f s. _. _ #B. f n ci '_ - �. - -..n"> - o _ _ .� _ ev _ PROFILE SCALES t + _ - g HORIZ.: 1,= 40, _ 1 ` '"_. _ -- - __ .66.L.F. �' -- - - d -_. .. , _ ` -: 1 R. .P. CLASS IV. RC.P - "� VERT.: 1-- 4� 1 Z w C p (USE WATERTIGHT JOINTS) (USE WATERTIGHT JOINTS) USE WATERTIGHT JOINTS J T V 8 UNE 'B-I' UNE -B-2' m m UNE =B-4` a h 0100= 7.J c./.s. Otm=2.0 afs. vwxQlw 0.5 a/.s. I t Vwx 4.1 fp.s. VARY= 1.2/.p.s. �+ + VAWX=0.5 1p.s. mI -a I .�� I 1 0.£0 �7 .._ 24T 2• / 490 fiIL: INST 11.2I L.F. (USE WATERTIGHT JOINTS) i \ 18-R.C.P. (CUSS M UNE 'B-3' i 485 (USE WATERTIGM JOIN15) - 15 o _� 0100=5.5 aLs. Otro=5.7 c./s. f \\ m ti \\ / L6i/ 150 �/� �i�� l VMu•=5.5 fps. Vwr=J.2/.ps. la / n'' j- ` -_- _ 14xj - - � _ - // / J _... _- PRONDE V kY-NOTCN W HEADWALL DOWN DRAIN \•� Y 1 o / / AND DOWN DR11N TO RECEIVE CRATIND SCALE: 1- = 40' \ / < ,{+sr. \ V. - �try. , - '$ io•' �i •- t•-B• VARIES wnN sLox SEE DETAIL 9ELOw �p-[ q I WI 2mV` �Vvml �$rW"� ti"41'cg3y coNcaEfE NEADwAu 4' v $ a 1 Aq 1 $ W + +g y r. u 2 II y ,. / ` 'T PIPE SIZE AND 2Z'�� u � Z'� 9��1 1u '�J f E y• �` (4,R SEE CONSTRUCTION NOTES b ° ^T•'. a _ `-'m ='''" - 6 FOR PAVED DRAINAGE 2 I \` / eAl Y DEVICES HEREON ( 20'DRAINAGE! B a`�. r .` $-7 p r \ '-J `8ise�d /I SEC77ON A-A SEC77ON B-B EASEMENT -- - . {1475 / \ � / B WELD wASHms ro REMDVAeLL CRATE • ,k � D �� / IX THREADED�ANCHOR BOLT4-PORTION F J fe - A A P. -..-- L+o0.00 uNE'B / �, e ( /V'. 'L�/ 3 r •�.. 0 \ �4 PExINErER sumORr BARS °• p L° Gu ` c 9 +OJ.52 B3 �- \ -.y x M.H.NO 1 y o ' FORT 6 .P ac. ew, W • m I I I n1 o Q8b J 11 \�\ �- NOTES 5Er w cc�BNcrEt +rorAL/� V C � o�j++O]] 3 a' ' •`,ti / }�iV] 1 ='0 2 opD !\°•l :'l TO GALiLV./s AsuaPORrDBARS�� t. GROUND SHALL BE PRE-WETTED ro THE SATISFACTION OF THE BUILDING F'( N � ,I ''N eM .IV'�- / •+-W J •'oti �� s 0• B OFFICAL PRIOR TO PLACEMENT OF CONCRETE. W 1 Q6 LJ V - / f g�1 Z i>Lr•j` Sgy / PLAN VIEW 2. AIATERAL FOR CONSIITUCRON OF DOWN DRAIN SHALL BE CONCRETE h I f 1 f 62•4 � o r !� / RONFORCED WTTTI 6k6•WI.fA1Y1.4 WELDED WME FABRIC. P~ r'��A \\� /'T "Cls� d / J. DOWN DRAIN ro PIPE TRANSITION SHUT NOT BE USED WM41N PUBLIC go �I n A 2 C m.e�` u + toiu cw l kmi 11 �VIN- � �� _ ROAD RIGHT-OF-WAY. mW o � ^g a Jl ai a LINE 'CURVE DATA 4. GRATE STALL BE NOT OP GALVANIZED AFTER FABRICATION. m CONSTRUCTION NOTES Q :z ��" $ $ BEARING/DELTA RADIus LENGTH TANGENT DOWN DRAIN TO PIPE TRANSITIONOl =Q Ln H Ji )b/,,��p Q 95°55'15- 22.50' J7.67' 24.96' 1 02 BO INST. 1B- R.C.P. (CLASS IV) U $ $ LINE LJ © 28.5J'18- 90.00, 45.38' 2J.IS' N.T.S. 40 20 0 40 120 of 81 INST. 24- R.C.P. (CLASS IV) © 54.02'57' 45.00, 42.45' 22.95' �- INST. 30- R.C.P. (SEE PROFILE FOR D-LOAD) D 35'03'26" 294.00' 179.89' 92.86' GRAPHIC SCALE 1"=40' 83 INST. 36" R.C.P. (SEE PROFILE FOR D-LOAD) O.W. /W/l f- -06 90 CONST. C.B. NO. 1 PER R.C.F.C. h W.C.D. STD. DWG. NO. CB 100 REVISIONS: - PREP D Y: PREPARED B1" CITY OF LAKE ELSINORE SHEET 91 CONST. M.H. NO. 1 PER R.C.F.C. h W.C.D. STD. DWG. NO. MH 251 �" y fflGA-'-ERT ESS ZJ�D HUNSAKER 6A ASSOCIATES 12 c 94 CONST. J.S. NO. 2 PER R.C.F.C. h W.C.D. STD. DWG. NO. JS 227 �9 I ® STORM DRAIN IMPROVEMENT PLANS SIEVEN E.BARNHART R.C.E.25167 EXP. 12/JI/05 DATE I R V I N E I N c p•�+T OF n ra -+Mz DIAL TRO YiORKING 98 CONST. CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M 803 ,' Il� PLANNING ENGINEERING suavFrwc nUL 1 NO. 30698 ?a BEFORE DAYS BEFORE 99 CONST. HEADWALL PER CAL-TRANS STD. PUN D89 I AfteDAWNI'll111R1DR UW15 6• - 6' vL TN:wyw•wx,a a stole•rN:c�slseT-IOIo•rx.ro.slsew�se 3 m YOU DIG YOU DIG 1 S• S S I N0.25187 `z"/ SE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH ®— CONST. RIP-RAP PER DETAIL ON SHEET NO. 13 it E'°'1zp1/os THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: LINE�'STA. 1*00.00 TO STA.d+OO.00 SHEETS m TOLL FREE 1-BDD-227-2600 �-CONST. CONCRETE BULKHEAD PER R.C.F.C. k W.C.D. STD. DWG. N0. M B16 NARK DESCRIPTION BY APPR. DATE ,n� CIVI` Y' CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE. AS SHOWN 1 OIIAMNESTATE� T W o. FOR: F.B. 70. ro� A PURUC SEANCE BY DESIGNED BY., PATRICK PAGADUAN DRAWN BY. PATRICK PACADUAN OF cAU �� UNDERGROUND SERVICE ALERT 0 — CONST. DOWNDRAIN TO PIPE TRANSITION PER DETAIL ON SHEET NO. 12 �••'a./� mF�R/it DATE: APRIL 2004 45S LYWwI Strwt,LyRu BMch,G•2t51 7B4-8 THE CL URMAN CO. CHECKED BY. DOUC SNYDER PROJECT MANAGER: KEN SEUMALO RCE 56915 9M 4f1-J707 3 n F.\0053\Engineering\TR-30698\Imp-SD\SHT12.dwg �rT - _ 3 - _ _ - - - - _ - o - - 1 - _.-. _ _ _ - _ _ _ _ •9 _ _ It U - - - AA -. E �Fl A _ 9•i$ EC ON TOG -- ZRADNO - _ N i' Ls i _ _ ptab HI c fs. D, J6: -Ls:`- 0 _ .a. a rr I - - - . g _ - — ROFl SCALES Y f •� $ i' _ + PRIL: 1 ' 1 Rr.: ' 2 7 A G C p (USE WATERTIGHT JOINTS) U J(XN oiz J 'F J V C7 LINE 'B-1* UNE 'B-2• 2.47• = * INST 4I.I5 I-F. ± Di 0,00= 7.3 c.f.s. 0100=2.1 c.fs. IF R.C.P. (CLASS N) 0100-0.8 c.f.s. n ci — Vwx 4.2 fp.s. Vwx- 1.2/p.a• NST 8.72 L.F. Vwx-2.8 Lp.s. �`-• .d• 1 . .- , I -. YYV7= 12.2 fp.a. id DIro=5.6 e.fa. s o f f, �' 495- \\ le R.C.P. (CUSS N) 490 \ O,m- 9.7 c.is. UNE 'B-3', 485 Vuu= 10.6 f p.s. J Id W 16i1 1y0p� - 4 / / I \ 49 �'' 2•t /// \ , PROVIDE J 47(2'NOTCH IN HEADWALL DOWN DRAT v AND ODWN DRAIN TO RECE&S GRATING �p SCALE: 1' = 40' p� l // ,rsr \ `• I— l l l l I •- ,•-G' VARIES wITH SLOPE ` SEE DETAIL BELOW -C P q N 1 �Npq� `: `r 2 m 2 g b= til S(i V�'• _BPI CONCRETE HEADWALL r ,. N i ab I ? �pp:r � m^N1 T 5• � � - -ln W = h ' I $ � I;I 9 o8y `<' p. b 2= '2 `g N 1•Itr • 3 b Y b$ Au O,b$ d' i� !�d n / O / TYPE PER PLAN V _ [ --tt i • 3r' •? ha a+ i �h . .Ni ' w n 8 + 6' f• W 0 S'Z ` g +r SEE CONSTRUCTION NOTES b • __ _ D= H=4.67'L=12' r. a �` +I * :•p,r +JW.n y Ic 'h' 3D - --i1 8b1.. / FOR PAVED DEVICES HEREON 'A•.. O� t .PPn�Ut ��' C I • Jr 25'-DRNNACEP[ •+ - A ao 11.. °r' �� ( / 9yO 14 SECTION A-A SECTION B-B W s y WELD WASHERS �1475 + ro REYOMBIE(X61TE 1470 -- -o - �� I B /•PORTION OF - r IXTNiG10ED AMLYIOR BOLT J 1 rl; In `_- � A A 1 +OJ.05 LWE`B' 4 -� -/"?1 ,y�_+N�J ", �tj. - I A�5 / ,. .. - -- - :!� `� ' \\� L J •.,l J � � •j N 100.00 / J c /y /f PERY,ETER SUPPORT aWRS �a4�9t4.62 / -�-_ -a ' o '_ ,-Q � Bves:V•�o c�T _ A - E 1//27Cs'GLLV ANCHOR DOLTS �� ` 4 , • W { o \ S yj \ t 5Ef IN CONCRETE(4 rorv) m 3},, ly. - { Zvi. ti/ 83'!•. \ �• /�cuv BARS AT J'O.C.WrmED NOTES �' N -_ I v O.7 C m •p�j pp� // d / TO GALV./4 SUPPORT BARS 1. GROUND STALL BE PRE-WETTED ro THE S4WACTION DE THE BUILDING I . h •I u { m ^o�+ o b ��! / & B OF7Icw PRKM ro PLACEVENT of concRE7e -� 9 x� �j�j k 5`. .- 2 °p yl 88n/ % PLAN VIEW z• RE ORCE wRH�N6 6 w�4 OF WEELD°ED WIRE F�IC.cONCRETE -..-. f U Z2, ! / CY / J. DOWN DRAT TO POPE TRANSITION SNALL NOT BE USED WITHIN PUBLIC �j ,. ~ � I ROAD RIOHT-OF-WAY L i �f \ ` �_ Z mXm _ \ 6��ci \!- �`� 6• 4. GRATE SHALL BE HOT DIP GALWWIZED AFTER FABRIGTION. � n ..$'G,I - � C� �INE B'CURVE D A w CONSTRUCTION NOTES �' 2�01 to= y W g"" BEARING/DELTA RADIUS LENGTH TANGENT DOWN DRAIN TO PIPE TRANSITION _ Q o tiF� Q 95°5525" 22.50' J767' 24.96' 102 h BO INST. 18" R.C.P. (CLASS IV) m In"U N.T.S. C.i 0--- LINE B" o B 28°5J'18' 90.00' 45.J8' 23.18' 40 20 0 40 120 0 oLL 81 INST. 24' R.C.P. (CLASS IV) © 54°02'SY 45.00' 42.45' 22.95' h 1 82 INST. 30' R.C.P. (SEE PROFILE FOR D-LOAD) D JS'OJ'26' 245.00' 142.45' 22.95' N 3 J 83 INST. 36' R.C.P. (SEE PROFILE FOR D-LOAD) GRAPHIC SCALE 1'=40� b 1O.W. /lV 1-9-ob AAf 90 CONST. C.B. NO. i PER R.C.F.C. k W.C.D. STD. DWG. NO. CB 100 REVISIONS: - PREPARED B PREPARED B)l CITY OF LAKE ELSINORE - SHEET 94�91 CONST. M.H. NO. 1 PER R.C.F.C. k W.C.D. STD. DWG. NO. MH 251 Z� HUNSAKER ASSOCIATES 12A m CONST. J.S. NO. 2 PER R.C.F.C. do W.C.D. STD. DWG. NO. JS 227 ESSI { / / ® STORM DRAIN WROVEMENT PLANS E. B� STEVEN E. BARNHART R.C.E. 25167 EXP. 121JI105 DATE I R v I N E I N C �p��+� OF "T DIAL twc•aRaNc 98 CONST. CONCRETE COLLAR PER R.C.F.C. do W.C.D. STD. DWG. NO. M 803 �' Z4 PUWNING ENGINEERING wR�TVIHc I IVi6.1 NO. 30698 ? 1 REVISED ALIGNMENT FOR LANES B-J, B-JD,B-4,-AMD, v h TF TlxsNyhe••Y.Ne,U flit!•M:n.91N3-TUTU•Ik",)9.", 1 3 BEFORE DAYS BEFORE 99 CONST. HEADWALL PER CAL-TRANS STD. PLAN D89 I 'W N0. 25187 Se THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH m 2 YOU DIG wu DIG 1 REVISED PROFILES FOR LINE B AND LATERALS SB KA% E p-12/31/Oa PREPARED FOR., LINE�STA.I+W,00 TO STA.d+00.00 SHEETS I - 0 COAST. RIP-RAP PER DETAIL ON SHEET NO. 13 {7 * THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR I TOLL FREE t-2W-227-211M MARK DESCRIPTION BY APPR. DATE sj r CITY AND STATE LAWS.AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN THE CLURIAAN COMPANY W_ `} A PUBLIC SERVICE BY COAST. CONCRETE BULKHEAD PER R.C.F.C. h W.C.D. STD. DWG. N0. M 816 DESIGNED BY, PATRICK PAGADUAN DRAWN BY.. PATRICK PAGADUAN ��Q'VCAO REAL ESTATE DEVELOPANAW W.O. EON' F.B. FILE NO. UNDERGROUND SERACE ALERT COAST. DOWNDRAIN TO PIPE TRANSITION PER DETAIL ON SHEET NO. 12 CHECKED BY, DOUG SNYDER PROJECT MANAGER: DATE: APRIL 2004 455 LfEin EtBwt,UW"B••th,CA 92uf 784-8 THE CLURMAN CO. [J KEN SEUMALO RCE 56915 %9 494-2707 3 FA F\O05J\Engl wring\TR-30698\Imp-SD\SHT11.dWp - - _ - - - - _ - - - i _ q - _ - IS7 = - - _. _A AAI - - d Lh. CL - - - - _ - : •�� "M J 9, 4 - - _ - _ Aa, _ F . f� _ 6 I 0120/1 - - - - �; d ti d Evy 0 JWILGJ - Ze ---- - .. - ___ 1 R. .P.. C 1 R..P.: __ R. .P. C A' - .G . _ - .C. .: _ .C. S •• _ N - 44 9 •- - 17 _ -.- "" ART• 1°a 4' I: 8 9 10 11 12 13 14 UNE 'e-r LINE 'B-e UNE 'e-9' LINE 'B-9a' I 0100=2.2 c.I.s. 0100= 7.9 c.Ls. INST 25.03 L.F. Ot00= 7.7 aLs. 0100=4.6 c.Ls. , Vy1,Y=J.7/.ps. Vyg= 13.6/.p.r• IB'R.C.P. (CUSS N) VWX 16.1 1.p.s. Vau-5.8 Lp.s. fs, 0100= 12.J c.Ls. kl�yvNF 21 vMw 15.1 rp.s. E� 8 2 / ' N ICI \ I UNLESS SHOWN OTHERWISE (O�.f �� h• ( ��.,,, � � g , „�d...� ___�- - EXIST. SURFACE 3-- FINISHED OR �Z om e+56.91 2:1 / I i' 1 + i W I! J at 9+0h00 \ / �.9+iJ.N UNE S n� �l0'3. �I I I �I y J'. \ p� O � QONC. C = OB-�NE'LT-IOr ,�,+ _ �.eb.--- I '. I-- ;o PROPOSED TR EXIST. DRAINAGE STRUCTURE BD UNE 'B-10'.i O rs.+ D 4 _ 9O ��;;� 1 °� I N 35°47' r 9 �, 2 I I �\ } R!c F c FABRICW.C.D.RsrDs. STONE GRADATION -45 00'00. (SEE PROFILE SHEET, B-r BO 1493.6 P-1494.E �I \ w _ '�. Q N 84°57'30° W � +g' ,1 / _ \ \ �5 yJ"'" 200# x LARGER THAN ,�, 1¢1 ems- y -1+00. ST. STA. 10+57 -1 ` NE'B-7,n-- i .�.. 100{� s0 - io0 tf+00. N 'B= C.B. N0. 1 L 801J 4°47'S6' _ 777 504 95 - 100 I r 9+39.1 :.`:, _ ROUGN GRA SE78ACKtN�j h ` 91 M.H. 1 �. Z;JC.B.l/\ -- RIP-RAP DETAIL " 14+18.19 £.C. N T.S. 1 GRAD SETBA TOP OF CATCH 84SIN EPDXY GROUT O JOIN TO N N b _ / / a I1 P-1509•2 A ENSURE WATER TIGHTNESS I m • 1 m 1 hA3. Go 4 ---- --- L N w s �* I - +' II 4B 12'P.V.C.PER GRADING PLAN U LINE �D 1 P-14 1 P $ 1, q 1 1493.9 P-1495.2 I �� 44 I'• r - ci.m VN •2 N 11 P-1491.9 P-1492.9 P- I oFY�U = 2 eg8 egg 40 _. 4'1 I 42 -�� J - 12•PVC PER GRADING PUN O i I i A Q - LINE B'CURVE DATA BEARING/DELTA RADIUS LENGTH TANGENT SECTION A-A E''�"�1'' �, • A os•181r z94.00 J23s 1s.1s' PVC CONNECTION TO CATCH BASIN 40 z0 0 40 1zo 13 oe 99'1635 90.00• 155.94' 105.89' o CONSTRUCTION NOTES © 22.3250• J06.00' 120.42' 61.00' ( pl,w 0 �14) GRAPHIC SCALE 1"=40' D 60*00'00` 22.50' 23.56' 12.99' N 80 INST. 18" R.C.P. (CLASS � M &A '- ERT81 INST. 24' R.C.P. (CLASS N) REVISIONS: - PREPARED BY: /� PREPARED BY., CITY OF LAM ELSINORE SHEET m / 90 CONST. C.B. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. CS 100 >-Euly �z�z9�D7 HUNSAKER &ASSOCIATES 3 v 91 CONST. M.H. N0. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MIA 251 � -�-� ® STORM DRAIN IMPROVEMENT PLANS C" `�I S YEN E.BARNHART R.C.E. 25/67 EXP. 12/31/05 DATE I R G I N E I N C OF DIAL TWO WORIMG 94 CONST. J.S. NO.RE 2 PER R.C.F.C. & W.C.D. STD. DWG. N0. JS 227 II FUNNING • ENGINEERING wRYEYIRG TRACT NO, 30698 BEFORE DAYS BEFORE 98 CONST. CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. N0. M 803 ' �E><Sh A4fNAkMAIC Ulf 0-4 4 AOd�O tMIfC-i1 $7 4G 4 i1w.N.elr• .a mu•rleneNse>•m10•Ece»nsom» 3 m YW DIG Ydl DID 1 NbiD f�lM!B MFO UfllN LiBi aEer713 S6 h NO. 25167 ( ESE PLANS HAW BEEN RENEWED FOR COMPLIANCE M17H {T E'°.tz/at/m Y} THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: LINE'r STA.84M.00 TO STA.14+50.22 SHEETS m Ii TOLL FREE 1-411OO-227-2900 MARK DESCRIPTION BY APPR. DATE ,rr CITY AND STATE LAMS, AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN THE CLURA"COMPANY 01C. I 7 CIVIC Iwo . . FOR: F.B. FILE NO. e0 �A QR C S�M�RAIERT DESIGNED Y., PUGS PAGADUAN DRA KIN T M NAGER: PACADUAN �L1'CN.1� ��/ `i� q��f DATE: APRIL 2004 '4J�'Unden S4Mt.LopREAL ESTATE-Md4 CA 92"ll 784-8 THE CLURMAN CO. ^pp _- CHECKED BY., DOUC sI4roER PROJECT MANAGER: KEN SEUMALO RCE 56915 1 4947707 3 G • F•�oos3��1oI �rR_Jo69B11�w-sD�sHn.rawo f' 9+J7.93 LINE•8• 9+J793 LINE'Ir _ - - _: - _ _ -i - - FINI H D URF E _ FNISHED SURFAC i" i cc - usi 4 ou to - - - - - - - - _ ,_ - ._ _ - _` - _ I AAA A 50 _ - 0. - v - : rao .2 .0 1 N _ � I C W I All - - - - 6 ° S u 5 •-Lk Al A - o ZIA 5 ' _ r _ _ _ N. _ f A ad. " � _ [3 4. w a ` - _ - s:s• - m 14d=- 1. C.J. - _ h - 6 ,"Z - - _ a + � _ _ „, r - � � - _ ZA, � PROf1LE SGILES. S .. - U >L - U 4fl TD} 4B _.. _- } :. .P.. 5 1Z 1w ca c� O 924 . . . C 1O � 1 �2 ✓ 17 m _c _. H N a STAa�IS ROM I"i Oleo=0.90 c./.s. O y 1+69.55) + o Vwx 2.8 f p.s.+ g=m + ^ + 2.28'_ •7NST 50.98 L.F" •' INST 65.41 L.F. `•' + + Z �� 216' INST 12.68 L.F. R,GP.( 18•R.C.P. (CUSS 1.86 INST 23.68 LF. YVNF - q 18•R.C.P. (CLASS lV) Oieo= I1.8 c.fs, OloG=6.6 a/.a 18°R.C.P. ((CLASS N 2o•19'OY E B WIZARD CT.1 (USE WATERTIGHT JOINTS FROM STA 1+02.16 TO STA. 1+10.16) Vwx= 16.5 Ip.s. Vawx= 10.7 fp.s. Q LINE "B-9b" I 80" olaa=4s c.t5. RUNE "B-9" 21� Vyu�= 16.8 I.p.s. UNLESS SHOWN OTHERWISE �5 / ,/ / •� / I �+ v M" I-�'-' p FINISHED OR I �`�_ / I w � � d ° ,'� •, a$,�' Si m EXIST. SURFACE n? mm F Q1 2: co�.Iglprp�j Wm• II\ Ilw f lf m �a- 12 n Qe^mg as=m N 65 052 E � + 'B-A' I i WO 3•_ " ci II i I h.. m c^as" <. * �I �sN LINE B-7A CURVE DATA }1 7LMO'00- / � 'o $+g+~I BEARING/DELTA RADIUS I LENGTH TANGENT I (SEE PLAN RIGHT HEREON) SEE PROFILE SHEET 11) /� / 44. NEI. 9 .O1i °p I'i • orn .�c'S+`�•i OI II 25'26'46' 45.00' 19.99' 1O PROPOSED OR EXIST. ' 271759" 306.00' 145.80' DRAINAGE STRUCTURE9wv = 2 47°46'44" 22.50' 18.76' 2149 I - N - ' '� \ „I I' FILTER C.F. FABRIC PER "'e4°s7'3o• w I -_ LE B W.Q.D. STDS. STONE GRADATION % ST. STA CI0+A5roL05 W " E -------- •S o - L=7'H=6' M II - M N 8 7'S�E a \ II • !I jD641•� 3 SIZE 7[LARGER THAN .. 2 h ' \ �+ cr �-i500 �. Ga � _ 5 �. _ o vt- I• L I � ,GE tzg £ jar d •r 2000# 0 5 I 10 # So - }Oo s•Z61.1-dOL / " 50� 95'-�to0 A"O 47 l RIP RAP DETAIL 0 {' j U h xg� td N.T.S. CAI gg . 4?II• � •q W�W�+g_ `~""g.�=QoW II 4rndb� Ca I ( 42 --D-P OFGICHm � • I IP-t50 1'9)3.5 A -EPDXY GROUT O JOIN TO ENSURE 149 . + P- 4s gg Lu o -1495.3 4.5 P-1494.3 1++w P-1493.0 P-143.5 m � .' nN z mc� Ls 39 40 41 I I I I z it- g _ d ^!6•p64�` g, U AJ r 12•PAC PER CRAaNC PUNT tt'Bi°t- Z.16 m S L , LINE'B-9"CURVE DATA LINE B"CURVE DATA �, a m "m ,� :•� ,•.. . 01 BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TA GENT AD 12'P.V.C. PER GRADING PLAN a 40 20 0 40 120 �^Q 40.00'00• 22.50' 15.71' 8.19' 0 06'18'fY SECTION A-A 294.00' 32.J5' 16.19' F 1 soroo'oo• 1 22.50' zJss' lzss• Q 99°16'35" 90.00' 155.94' 105.89' �Scv`�' 1 PVC CONNECTION 'TO CATCH BASIN GRAPHIC SCALE 1"=40' CONSTRUCTION NOTES © 22'32'50• 306.00, 120.42' 61.00' 0 60°00'000 22.50' 2J.56' 12.99' NOT 70 SCALE �+ 80 INST. 18• R.C.P. (CLASS IV) 180.14 W tab AM 1- -06 (SEE PLAN/AWFE.E SKEET IZ GTCH BASIN 114) MGA 81 INST. 24• R.C.P. (CLASS IV) REVISIONS: - PREPARED B PREPARED BY., CITY OF LAKE ELSINORE SHEET 90 CONST. C.B. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. CB 100 p , _'- ERT41 IIA �f �� ® 91 CONST. M.H. NO. 1 PER R.C.F.C. h W.C.D. STD. DWG. HUNSAKER & ASSOCIATES STORM DRAIN IMPROVEMENT PLANS 13A NO. MH 251 I R v I N E N c M 94 CONST. J.S. NO. 2 PER R.C.F.C. At W.C.D. STD. DWG. NO. JS 227 �+ 5 N E.BARNHART R.C.E.25167 EAR 121JI105 DATE OF I J DIAL TWO WORKING 1 17 -E, PIING EN� ERI�� SURVEYING TRACT N0. 30698 13 z . BEFORE DAYS BEFORE 9B CONST. CONCRETE COLLAR PER R.C.F.C. 8e W.C.D. STD. DWG. N0. M B03 1 REVISED ALIGNMENT FOR LINE B-9 h ADDED LINE B-7A SB ''; TI=Hu*o•M..,a ue,n.PH:Iw51 ut-imo.R:N,N) 7S9 YOU DIG YOU DIG 1 REVISED PROFILES FOR LINE B AND LITERALS SB wn NO. 25167 S THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WIN 4 _THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: UNE' STA.8+00.00 TO STA.1I4+50.22 SHEETS °1 9 MARK DESCRIPTION BY APPR. DATE 3 TOLL FREE t-BOG-72T-IBGG `IS• r CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN THE U.FTATIN EVELO I IM `+ 1 CIVIL�1' W.O. FOR: F$ FILE A PUBLIC SERVICE BY DESIGNED BY., PATRICK PAGADUAN DRA WN BY. PATRICK PAGADUAN OF rA-tF" REAL ESTATE DEVELOrMFMT n IMDERGRd1ND SERVICE ALERT CHECKED BY DWC SNIDER PROJECT MANAGER: DATE APRIL 2004 455 LYden Sbwat,Lgwr BWWdt,CA OMI 784-8 THE CLURMAN CO. 3 KEN SEUMALO RCE 56915 949 494.3707 F\0053\Engineering\TR.JO698\bnp-SD\SHTIJ.drq +'