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Home My WebLink AboutELSINORE HILLS ROAD AND CAMINO DEL NORTE SIP CITY Of LADE ELSINORE GENERAL NOTES&REQUIREMENTS GENERAL NOTES& REQUIREMENTS(coot) J . :: : S U R� IM/Pl? Ls/ IlAl,N07E TO CONTRACTORS.• THE EXISTENCE AND LOCATION OF ANY UNDERGROUND 10. ALL EXIS77NG MONUMENTARON DISTURBED OR DESTROYED DURING CONS7RUCTION E Orr ENGINEER. SD.LINEA10. "'% SEARCH OFLITY EAVAILBLE RECORDS APPROVAL STRUCTURES SHOW NOFTHES£PANS BY THE CITY OFESE PLANS WERE OBTAINED LAKf CENY AATERLINER77ES AR TO BE FURNSHEDEPLACED TO CITY D 0 THE AS CITYENG%EERROVED BY �UPON COMPLETION llSHEET 14 '1-•o ,%�'•a ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. "V COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY ~ `� •IT�/Jf�%�'"�,,;/j' rrrr' UNDERGROUND UTILITY,PIPE OR STRUCTURE WHIN THE LIMITS OF THE PROJECT THE 11. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL C0NS7RUC77ON WORK DONE EL51NORE HILLS ROAD AND CAMINO DEL NORTE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PR£CAU7ONARY MEASURES FOR THE W91H/N PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PfRM/T, THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WEINER SHOWN ON THESE CONIRACTOR/DEIECOP£R MUST PROV70f THE CITY ENGINEER W11H CERTIFICATE OF M1 v ;' ,!J,jj`+ .�� PLANS OR NOT. ANY U77UTY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT OWNER/DEVELOPER GEOTECHNICAL ENGINEER ENGINEER 1 SHALL BE REPAIRED OR REPLACED TO THE SA77SFAC77ON OF THE GOVERNING AGENCY PERMIT MUST BE PRESENT AT THE JOB S17E DURING THE TOTAL 77ME OF THE BY THE CONTRACTOR,AT HIS EXPENSE. PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS SPYGLASS RANCH(RIVERSIDE)ASLI V LLLP GEOTEK,INC. K&A ENGINEERING INC. ' A N A / /%"'•/% '� 1. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICA77ONS FOR PUBLIC 12. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.. 8 OFFICE OF C/0 PACIFIC COVES INVESTMENTS CO EAST PA 92879E AVENUE, SUITE 105 SUI N117 SHER/DAN STREET N A ,b+/{f /'' "°,• Y WORKS LATEST EDITION, AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT CAL7RANS, PLEASE MAKE REFERENCE TO THIS FACT IN THE 'GENERAL NOTES" NEW WAIL STREET SUITE 220 CORONA, CA 0-116 SUITE A, SEC77ON OF THE IMPROVEMENT PLANS NEWPORT BEACH, CA 92660 TEL: (951)7f0-1160 CORONA, CA. 9279- s' IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR W7)H THESE STANDARDS AND TEL: (714)J18-3500 PHONE; (951)279-1800 CODES AT ALL 77MES FAX (951)279-4360 a A/+ oia "•^7"' / /.J 2. THE CONTRACTOR SHALL N077FY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT "! "•`;9 /'''' �//` ' �/ (48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPEC77ON AT (951) , 674-3124, EXTENSION 247, BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, O& '�C'f a' %"aG /'�:' /� ` /VIA.ARVO 1 MONDAY THROUGH THURSDAY. `��" ` J. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE W1TH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION, AS APPROVED BY THE CITY ENGINEER OR HIS REPR£SENT477VE FAILURE TO DO SO SHALL REWIRE IMMEDIATE WORK STOPPAGE. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE A C,;:�' OV,�•,y /` S.D.LINE I RfPRESEWAT7VE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. . .y. r SHEET 19 - RILEY �G l;'•" 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE /;°! I: l ly NECESSARY RELOCATION OF ANY URURES CONTRACTOR SHALL NOTIFY ALL UT1UrY 1, �- - �' s' 1 / l !/ !CC f COMPANIES INVOLVED, AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING Cam/° (J�4I;' l' J �/ WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT j (` (U.S.A.) AT 1-800-411-41JJ, AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO _ • ,.- ,, � BEGINNING WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROP05E0 SD.LINEI WORK AREA AND R£LOCARON AND COST OF ALL EXISTING UTILITIES SUBDIVIDER - �' o'�'•, /z 1 l.l' / SHEET 1g MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE, PRIOR TO SHEET Bl.,� i '- g 1/ .i_..+,/,''/�. ,r'��'';� �.( BEGINNING CONSTRUCTION. i� / �Q g-1 -._.'p-�,1 11A. '25- '` 7. ALL UNDERGROUND FACIL/TIES AND LATERALS INCLUDING BUT NOT LIM17ED 70 SEWER, /� / OF" Ili WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES, SHALL BE IN PLACE r / _ 6 1 Iql 2p-1 18 '., '` YY'; �,�� / �r 71, PR/OR TO PAVING THE S7REET SECTION „� + i j / /'' o 5 a •!- 1,f /�. r l ¢ 2/ S.D.LINE H 8. ALL STREET SECTIONS ARE IENTARVE. ADD/RONAL SOIL TESTS MLL BE TAKEN AFTER / / / - 1yg3.1 �, `� r ROUGH GRADING, TO DETERMINE THE EXACT BECKON REOU/RfO. BECKON THICKNESSES / SHEET 1B / , 3 \ C6 Y F RI f r II SHOWN ARE FOR BOND/TUG PURPOSES ONLY. / /�- ' 1NOR �BIN,• P1P�NE• \ -ah 9. ALL EX/SRNG UNDERGROUND URURES AND STRUCTURES MUST BE POTHOLED AND MAIN ST 'Icy �l Ill-/i _ S 4 � ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY RE145IONS TO THE APPROVED PLANS THE REWS70N5 :::Roo, \� SHALL BE IN THE FORM OF AS BUILT"PLANS SUBMITTED 70 THE CITY ENGINEER FOR APPROVAL PRIOR 10 THE FlNAL ACCEPTANCE OF THE PROJECT j ' —SD.LINE G WAsspN �NORE r SHEETIB �. �� 4. Project iq , Site 1 H UNDER 93 40 io SD.LINE F y l SHEET 77 �y331, \Qt-) � �/'. / 31 21: LAKE ra o AN 30 ELS/NORE s %g �o?°; S.D.LINEE SHEETS 15 �- 1 VICINITY MAP �� ABBREVIATIONS THOMAS GUIDE- RIVERS/DE COUNTY(2007)PAGE 666, GRID F-2 /✓h I� a NOR / 4� _ /�1.K BC BEGINNING OR CURVE N.T.S. _ __ `� ` 331 TOWNSHIP 5S RANGE 4W,PORTION OF SECTION 32 �j BCR BEGINNING OF CURB RETURN II I/c I /• I •�// .- - .- - - •� /' 3" BVC BEGINNING OF VERTICAL CURVE —..__ .-- -------- - - / BW BOTTOM OF WALL NOTIFICATIONS �I ' iI ' . INDEX MAP CL CENTERLINE I I I�Y•��+ ! - / 4'/ ✓, SCALE: 1"=250' CF CURB FACE . CONTRACTOR SHALL NOTIFY THE FOLLOW1NG URURES OR AGENCIES AT LEAST 48 HOURS IN -SHEET 'J EC END OF CURVE ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION: 3 3$337-3 0 r 250 500 750 1,000 ECR END OF CURB RETURN RIVERSIDE COUNTY IRANSPORTARON: (951)955-6885 'I I VIA C4RDA EP EDGE OF PAVEMENT DEPARTMENT-CONS7RUCTION SECTION.• ;' I TR.35337-3 EVC END OF VERTICAL CURVE AT&T• (800)248-3632 /NO II I'• �1 STREET LIGHT FL FLOW LINE ELSINORE VALLEY MUNICIPAL WATER DISTRICT.' (951)674-3146 DE� NORM LEGEND FS FINISH SURFACE ly PROPOSED R/W RIVERSIDE COUNTY FLOOD CONTROL DISTRICT., 955-1200 TRACT BOUNDARY G GAS PROPOSED CURB&GLITTER CB GRADE BREAK SOUTHERN CALIFORNIA GAS CO.: (800)171-1600 CENTERLINE SOUTHERN CALIFORNIA EDISON CO.: (951)926-8323 RETAINING WALL ,."s PROPOSED SIDEWALK HOA HOME OWNERS ASSOCIATION TNT INTERSECTION UNDERGROUND SERVCE ALERT(USA): (800)227-2600 OR 811 — ' PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR EXISTING R/W° _y_2.1 I_Y TOP OF SLOPE ———— LA LANDSCAPE AREA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WERE I SLOPE RATIO MCC MIDDLE OF WRVS INDEX OF SHEETS SHOW OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING URLI RES EXCEPT THOSE _1_—_L— MH MANHOLE p O ON THESE PLANS THE CONTRACTOR IS EXPECTED TO TAKE PRECAUTIONARY MEASURES TO PR07ECT THE UTILITY LINES LINES SHOWN TOE OF SLOPE NG NATURAL GROUND DEC e TON THESE DRAW4NGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES OC ON CURVE CONDUITS OR _ _ SHEET NO. DESCRIPTION STRUCTURES, SHOWN OR NOT SHOWN ON THESE PLANS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE — EXISTING FENCE ��Cl��nll RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT,INCLUDING SAFETY OF ALL EDGE OF PAVEMENT OT ON TANGENT 1 TITLE SHEET&INDEX MAP Q�DIAL / 1WOWORKMG PERSONS OR PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT BE LIMI7ED 70 NORMAL WORKING HOURS PCC POINT OF COMPOUND CURVE THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY,AND HOLD E COUNTY, THE OWNER,AND THE ENGINEER HARMLESS FROM ANY 2R GRADE PL PROPERTY LINE 2 CONSTRUC770N N07ES&STREET SEC710NS BEFORE DAYS BB'ORE AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT. Rlf CONTRACTOR SHALL YOU DIG YOU DIG CALL IN A LOCATION REQUEST TO UNDERGROUND SERVCE ALERT(USA)PH. 1-800-227-2600, TWO(2)WORKING DAYS PRIOR TO S70RU DRAIN PRC POINT OF REVERSE CURVE J-13 PLAN&PROFILE SHEE75 TOLL FREE 1-800-227-2600 DIGGING.NO ENCROACHMENT PERMIT ISSUED BY THE RIV CO. TRANS DEPT SHALL BE VALID INVOLVING UNDERGROUND FAC/LIKES PW POINT OF VERTICAL INTERSECRON A PUBLIC SERVICE BY UNLESS THE APPLICANT HAS AN INQUIRY IDE 77RCA77ON NUMBER ISSUED BY UNDERGROUND SERVCE ALERT CARE SHOULD BE TAKEN STREET NAME SIGNSO STORM DRAIN 14-21 STORM DRAIN PLANS UNDERGROUND SERVICE ALERT '70 PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS MARK R£NSIONS APPR. DA 7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE.WITH THE APPROPRIATE PREPARED BY. SEAL iiS BU/L T' C/TY OF LAKE ELSINORE SHEET N0. COND/BONS OF DEVELOPMENT AND/OR C/TY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET QROFEssm, FOUND ACCEPTABLE n/r SUITE 117 �o\5 N. 441 RCE EXP. DATE / LAND PLANNING CORONA, CALIFORNIA-180 92880 REVIEWED BY., STREET IMPROVEMENT PLANS LLLJJJ U TEL.((95f 279-1800 _��' 90? / SURVEYING FAX(951 279-4380 p N i 931 EL51NORE HILLS ROAD and 1//2� 7cf-T>� Engineering,Inc. INSPECTOR DATE C MINO DEL NORTE Of 2� SHTS lllSSS///�� sf C1V1� ��! SCALE: AS SHOWN BENCH MARK:ELEVATIONS SHOW HEREON TITLE SHEET&INDEX MAP FlLE NO.. 4r R ARE BASED ON RIVERSIDE COUNTY BENCH R AVluq�jLCE k2�1dR DATE /"_ FpFCAUfG MARK N0.D 307 RECOVERED PER RECORDS CITY ENGINEER ��Z�l DATE.•MAY 2015 CITY OF LAKE ELSINORE FAR H AD R. . . 931 DATE ELEVA RON 142J256(NA VD 88) Orowmq b;\Ia1!!Ullmal\f'l,eel yin 1!!U-PLN-f l-µ,-Ol.awg rwrr:JW-Vtx-S I-Nu,-lLLrvHe Nltf A'UNU-UI fovea'>/lo/.'Ul.f>:J1 AM Nellea:c/i6/1015 5l6 AM br Omny Nwfvn CONSTRUCTION NOTES & QUANTITIES io- CONSTRUCT MIN. 5-1/2'A.C. OVER 6'A.B. a.It` 182,845 SF 14 REBAR, WELDED CAL MANS 1O- CONSTRUCT MIN. 5"A.C. OVER 6'A.B. CL.lI` 486,770 SF 2'WIDE STEEL STRAP R/W 90, R/W R/W g0' RIW TO BE MAINTAINED 3a- NOT USED ---- WITH 3/8'BOLT 2' 45' 45' 45' 45' 1 BY H.O.A. PROPOSED FIN/SHED 10' J5' VARIES 10' 35' 35' 10' 1 EXISTING PAVING I 4o- CONSTRUCT 8"TYPE$'CURB&CUTTER PER CITY OF LAKE ELSINORE STD.N0.101 19,522 LF GRADE _ I. 1� c 4' I 6' 4' 4^, 6' 6' f 4, i t--I - SAWCU7&JOIN EXIS77NG So- CONSTRUCT SIDEWALK PER CITY OF LAKE EL51NORE NO.210, 4"THICK 86,,045 SF - - - I PER DETA/L AT LEFT ® 4 2 5Q __-- 6 CONSTRUCT TEMPORARY 24"CUP RISER 1 EA 24 !-., --IT L _ 1 _ 5 35$ III i.=�--�I:i.!: O i� _ 4 DIA. CSP. I: _ T$ 2R / - _ i I I .I'�-SIT,�I� -----� 4 j21p TO 4.44$ 2X 2$ �i -Li �� L24$TO J. VARIES_ f/2"DIA.HOLES;-_ AND "�i� _i,-1 2� VARIES: - - _ ----�' .�.';.: .•:,\\-\\..z .��....,,.. - :s To- CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO.214A T £A STAGGERED - . Bo- INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE S1U.N0. 4008 8 EA 9O'R/W STREET SECTION 1B•So LATERAL go- SAWCUT EXISTING A.C.PAVEMENT AS SHOWN ON PLANS 1,960 LF 90'R/W STREET SECTION II (AMINO DEL 5EC EL51NORF HILLS ROAD 1 it CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD.NO.311, CASE B 10 EA 26+00 TO 47*00 11-30 TO 76-60 8' Nrs NIS IIA CONSTRUCT LOCAL DEPRESSION PER R.C.F.C.&W.C.D.STD.DWG.NO.LD202, CASE B 4 EA MIN' T1.= 8 FL ow TYP TL= 8 IT CONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD.NO.203 1,775 LF D° ° x , CAL TRANS - D D `° p, 3 R 100' R� R/W 88' R/W IS CONSTRUCT 22000 LUMEN STREET LIGHT PER CITY OF LAKE ELSINORE STD.NO.502 51 EA ^ ° N 50' 50' 44' 44' r 10' 40' 40' 10' 12' J2' J2' 11' 16 CONSTRUCT PARKWAY CULVERT TYPE A'PER CITY OF CAKE ELSINORE S1U.NO.JOOA 5 EA 4' I 6' 7' 7' MfD/AN TC GR�1Df IS 6' 6' 0.53'ABOVE 4�GRAD 17 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.NO 207 6 EA SET TEE SECTION IN WET ANCHOR BLOCK MIN. 5 SACKICY. � I 50 4 1 11 MED/AN 17 1 4 i O 4 1 4 5 1 CONCRETE FOOTING& CONCRETE OR METHOD APPROVED l8 NOT USED TROWEL INSIDE TO DRAIN BY BUILDING OFFICIAL \� 2% p$ 2% 2$ I 21 O''J 1$ 2% O�% ---- -� 19 CONSTRUCT 8'ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STD.NO.207 710 LF 24"CMP RISER & DRAIN PIPE DETAIL Ci 20 INSTALL METAL BEAM GUARD RAILING PER CITY OF LAKE ELSINORE STD.NO.. 41JA&413B 1 EA NTS 900'R/W STREET SECT/ON 88'R/W STREET SECTION 21 EXISTING A.C.PAVING TO BE REMOVED&REPLACED AS SHOWN 25,240 SF CAMINO DEL NORTE EL51NORE HILLS ROAD 12 EXISRNG A.C.PAVING TO BE GRINDED&OVERCAYED AS SHOWN DN STD.PAVEMENT JOIN DETAIL 1,285 SF 47.00 TO 62#59 77-95 TO 85.15 NTS NTS 1 TJ CONSTRUCT RETAINING WALL PER SEPARATE PLAN&PERMIT 105 LF T.L= 8.5 T1.= 8 T4 ADJUST 70 GRADE 37 EA R/W 90• R/W 'FINAL STREET STRUCTURAL SECTION SUBJECT TO R-VALUE 7ES77NG BY GE07FCHN/CAL ENGINEER AT THE TIME OF CONSTRUCTION 45 45' STORM DRAIN CONSTRUCTION NOTES & QUANTITIES 10' 35, JS' 10' o- INSTALL 18'R.C.P. CLASS IV 948 LF 14 6' 4, 41 INSTALL 24'R.CP. CLASS IV 135T LF EL51NORE HILLS ROAD —��. 6 ! T 2% D 1� O$ ��---- 4� INSTALL 30"R.C.P.D-LOAD PER PROFILE 861 LF / l AOF /I ( � fuf f l� I;� � � ow��uT� a,��.,�,,�„ `< "' �-_____ 1 4F INSTALL 36"R.C.P.D-LOAO PER PROFILE 445 LF AFD Fyp AA jl L TEMPORARY RISER T HF le ( I 1 STORM DRAIN 44 INSTALL 42'R.C.P.D-LOAD PER PROFILE 471 LF FUTURE IMPROVEMENTS �G� I >• 1 'l I, 90'R/W INTERIM STREET SECTION o- INSTALL 42'DIA.EOUIVALENT RINKER CONCRETE ARCH PIPE D-LOAD PER PROFILE 20J LF GRADE THIS AREA TO DRAIN j I 'II i - ELSINORE HILLS ROAD 46 1 1/I: ��CONSTRUCT MANHOLE N0.1 PER R.C.F.CD. S1U.DWG, FUTURE SPILLWAY 11+30 TO 43•00 NO.MH251 f0 EA �CpyS NTS 47 CONSTRUCT MANHOLE N0.2 PER R.CF.C.D.STD.DWC NO.MH252 4 EA ` Vyo NOTE' 1NTERIM SECTION AT ELSINORE HILLS ROAD o- TRENCH BACKfTLC AND ROADWAY REPAIR PER CITY OF LAKE ELSINORE STD.N0. 6028 8000 SFAte-¢FT ,ASp�� I •Rp L ;', ' APPLIES IF TR. J5337 1S NOT CONSTRUCTED 1 PRIOR TO OR CONCURRENTLY WITH TR. J159J. 49 CONSTRUCT BIFURCATION MANHOLE PER DETAIL ON SHEET 16 1 EA \\BEVY q F Ij/",, T �- j CATCH \ 777R I f� .Ij CONSTRUCT MANHOLE FOR EXISRNG R.C.B.PER S.P.P.W.C.STD.PLAN 327-2 1 EA Z � /W 51 CONSTRUCT JUNCTION STRUCTURE N0.1 PER R.CF.CD.STD.DWG.NO.. JS226 1 EA Q \\ 7 ZG3 1 "SD 5T CONSTRUCT JUNCTION STRUCTURE N0.2 PER R.C.F.C.D.STD.DWG.N0.✓5227 8 EA � /� / \ �!� I�I i II• o- CONSTRUCT 7RANS1TION STRUCTURE NO.3 PER R.C.F.C.D.STD.DWG,NO. 75303 6 EA 3 y X g1 54 CONSTRUCT CATCH BASIN NO.1 PER R.C.F.C.D.STD.DWG.NO. CB100 6 EA +.� PROVIDE SMOOTH TRANSITION 55 CONSTRUCT CATCH BASIN N0.6 PER R.CF.C.D.STD.DWG.NO. C9102 T EA \\ \, �� \y`, 2'MIN. OVERLAY SAWCUT 1' � \ I 4 ��,\ \ \\\` �l� 00.10'MlN THICKNESS MIN.INTO \ \ 6T \��. \ 1OR AS DIRECTED EXISRNG 56 CONSTRUCT CONCRETE DROP INLET PER R.C.FCD.STD.DWI..NO. C6110 10 EA EXISRNG 54'STORM DRAIN �x k Y 938E s r �1LLL��1 PAVEMENT 57 CONSTRUCT SPECIAL CONNECTION TO CATCH BASIN PER R.CF..C.D. STD.DWG,NO. C8109 1 EA PROPOSED 36'S)ORM DRAIN ,3 hC\ )'il I I EXIST.PAVEMENT- GRIND EXISRNG PAVEMENT NEW PAVEMENT k \ \\ 0 9 I TO A DEPTH OF 0.2' o- CONSTRUCT U-TYPE PIPE HEADWALL PER SAN D1EG0 REGIONAL STD.OWC NO.D-34 1 EA ` !I � I ----------- 10+55.01 C ELSINORE HILLS DR. \ �6 t PROJECT 59 CONSTRUCT TIMBER BULKHEAD PER R.C.FC.D.STD.DWG.NO.M804 4 EA \ \\ BOUNDARY ------------------------------------------------------------ 61+5. 14 C L CSINOR DEL NOR7E �`'� STANDARD PAVEMENT JOIN DETAIL 60 CONSTRUCT PIPE COLLAR PER R.CF.C.D.STD,DWG,NO.M80J 1 EA \ k 61 CONSTRUCT PIPE ANCHORS PER SP.P.W.C.STD.PLAN 121-2 6 EA 62 CONSTRUCT RIP-RAP PAD PER DETAIL ON SHEET 18 1 EA 0 INTERIM INTERSECTION DETAIL k 1 - A IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR i ( �� ALL EXISTING PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND �I\unl APPURTENANCES. K&'A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO (AMINO DEL NORTE&ELSINORE HILLS ROAD � A RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE SCALE.' 1"= 40' DIAL M�pM GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE \ ^qx Q� � PREPARATION 0 THESE PLANS CONTRACTOR r0 CONTACT UNDERGROUND SERVICE BEFORE DAYS BEFORE YOU DIG / YOU DIG ALERT®1-800-227-2600 r0 VERIFY LOCAT]ON OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE 1S ANY MATERIAL DISCREPANCY. TOLL FREE 1-800-997-9600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _Sc r - MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY; SEAL AS BU/L T' SHEET NO.. COND/TIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING J57 N.SHERIDAN STREET oFEssm CITY Of LAKE EL51NORE FOUND ACCEPTABLE SUITE 117 C� oQs N.NNq� RCE EXP. DATE 2� 11 LAND PLANNING CORONA,CALIFORNIA 92880 �es 4o Fy TEL.(951)279-1800 ra 4ee c= REVIEWED BY., STREET IMPROVEMENT PLANS , SURVEYING FAX(951)279-4J80 N 65931 ELSINORE HILLS ROAD and DF 2� sHTs /�� J— /►' Engineering,Inc. INSPECTOR DATE BENCH MARK:ELEVA 77ONS SHOW HEREON UMINO DEL NORTE KEN AUNWINA,Rte 424We DATE rjgTfoFCA`FOQ�! SCALE. AS SHOWN ARE BASED ON RIVERS/DE COUNTY BENCH- FILE NO. CITY ENGINEER �o�—�1S DATE.• MAY 2015 MARK NO.D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE FA ADDAD R.C.. 931 DATE ELEVATION.• 1423258(NAND 88) .'c.p n µ.... . f Nr r![U-YW-5(-Nul-rk.°rg taNwf:JUO-VLN-SI-IAr-Etyrvun't NiLLS NUAU-Oy SavA 6/IS/TUTS J5]YM WoffeC d/is/NI>k1!AM by Umny naron - i - - GHAVE - 1 - - - - _ I - -- _ - I _ NN`>•ro� ]- - Lxis =i___ .-. - I..-i--i-I __:- -. _: _--=1 -• .- - - -.. .n.,Aww-r- -_ - _- - --.�-__ � .J _ ��-, _ - - - _ $ __ I� I �U _ __- 11NC - _ t-. 4-4 @w _ -_ vi -•- -. -.-. - r-. _. .-- -..-1_-. - -1= - •-_•�-_ _ - -row. -{ �-!-- - - - -+ - :1 , �+ � 1 I � 1jit +-_-� 1 _ :$ t- -_ --. -- -'•. : - - - - - �- - - 5p i U - - - -- - _ /mow- =--i-- f_- 2-:_ � 6• im 0�-� - - -- -- -- � - -_ _. t- -ww -tt• �•-----Q� .�={ 1-.=C5- M-' :-�_f_ - I� , � 1� - ---i 1 --� � �� 1 I A__ - - - 1 - - ..- - .--•- .�} - L +�. ,- F:$ _�1_ry�. t -f.W_ _�1-�9• :22 4� - --:_{--$ - - -- :1-- 1 - - -.� ._{.:- - � I- a-- - - - -- i =J=- .�. ,;h g'• .w., - .\ , ram: -- - ��- -! 1=� - :� �_ - - 1' v1�_- ,- F, n =- -- - - -:--1- •-G7+-`--- --: -.-.� - 'I�-i - -- - ,-ice-� - _ti--�� _ - - - - -,_._ .. �__ -.- -.-�-._,..�_-- -- - --_- •o �h .'1-A--�---: -- - t 'I5 U• � JY-. .�.- c�_..-. ,�-1---- -: i -_= -. -1=i- 1 __� - - - ti - - � -1--{ - l-�' - 4+.N' -_ �__:_ -_1=- --�I_=t. .- -_-_ - ,.. -•_'-- -- � •�• ,olnw.�_, .._:---. - 2} g4_- ., �-* � ��_. - -'- oo' - - - - '--)-��1_ 1 'i-='-- -_ - ice. - - - I - -_ ".�-_y). •+-., -,- -: $ ww, -- - - - h =_• -_ , - IA - __ 1 -_-;�- - �N -=1 _ t - 1 I/ - �_� =__Tr M� --._- �7=569X -�-G\.: -=$ R -t 1�=�-,- :-7. - •�+e__l-- :'o'F '. -3=i-t - -ui i� -- - / ? -. �I: -� I , -- . .-•- - -'_.'_ ,.. -huh=T.,, �_r. _ _�-, _ .`+�ww: _ .m. 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BEARING DISTANCE N0. DELTA RADIUS LENGTH TANGENT „� 1 Nf97T4'P9 E 309.62' A 914959" 3500' 56.71' 36.77' 1392.94 fL 139373 FL 1415.77 FL 1417,67 FL 2 N0072.46-W 50.00' 6 90Y1000" 3500' 54.98' 35.00' O-CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY SID.NO..311, CASE 8 DIAL 1W0 WORKING C 197T15" 600.00' 201.9B' f01.95' - 14/6.34 TC 14/647 7C - CONS7RUCT LOCAL DEPRESSION PER R.CF,G&W.CD.SID.DWG.NO..LD202, CASE B D 1977Y5' S6500' 190.20' 96.01' 1393.93 IC 1395.46 TC �+m.`�W ys $ n $m N a 139326 FL 1394.79 FL o`c�o`L,`o U cs c 1415.67 FL 1417.B0 FL r;n`cS vi ti cl`i n`c� 15 CONSTRUCT 22000 LUMEN sTREET LIGHT PER CITY OF LAKE EL5INORf STD.DWG,502 BEFORE DAYS BEFORE a 197715" 63500' 21376' f07.90' M 1416.60 7C 1417.95 TC ^ 4 YOU DIG YOU DIG 1394.07TC 1395.16)C `m^ry \+ry+m *m*N *�*N m F 257fi 20' 1f00.00' 488.39' 24629' f393.07 f1 1394.16 fL w c' "� 1415.60 R 1416.95 FL Z 77 CONSTRUCT RESYDENRAL DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.N0.207 TOLL FREE 1-800-227-2600 C 257620' 113500' 50393' 256.I LOCAL DEPRESSION DETAIL LOCAL DEPRESSfONDETAIL LOCAL DEPRarroNDETA/L LOCAL DEPRESS/ON DETAIL A PUBLIC SERVICE BY H 257620" 1065.00' 472.85' 240.39" 1 SCALE 1'=20' R C:R -Lt4 1 SCALE 7'=20' R G& FS 1 UNDERGROUND SERVICE ALERT R F1 1 SCALE 1'=2p R 4 ADR/ST To GRADE i MARK REl/lS/OHS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WIN THE APPROPR/A 7E AS BUILT PREPARED BY.• SEAL SHEET N0. CONDI BONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET OFESSr CITY Of LAKE ELANORE FOUND ACCEPTABLE SUITE 117 oea N. �N'9! 3 a LAND PLANNING CORONA,CALIFORNIA 92880 e s RCE EXP. DATE -` TEL(951f 279-1800 y,,=� m REWEWFD BY.: - STREET IMPROVEMENT PLANS SURVMNG FAX(951f 279-4380 N. 5931 m fLSINORf HILLS ROAD and/ q Engine ing,Inc. * * INSPECTOR DATE C4MINO DEL NORTE OF 2/ SHTs sr Crw� c SCALE AS SHOWN BENCH MARK:ELEVA77ONS SHOWN HEREON FILE NO.KENa Ty ER/NEERu" INA,RCH 42£lab DATE \ 4rfOFCA`1fpRa ARE BASED ON RIVERSIDE COUNTY BENCH- ELSINORE HILLS ROAD STA 10-00 TO 21-00 - -/-COf S' DA 7E.•MAY 2015 MARK NO D 307 RECOVERED PER RECORDS R Ize,.uolrmals.�t 1�,Izza-an-IT-m�-o.xeg �„ �n.-vw-s,-e+,-�sMasc,+.us Aao-as s arore x CITY OF LAKE ELSINORE FA ADDA R.C.E.N0.65931 DA 7E oTea s�zr'a,s,,:o,,W .n/7zou s.zs A. fCfVADON: 7423258(NA1988f f I -- ----- _. -- - .._ 0 B.T,, 1 -- ---- - - - - - _ -- - 1 - \ o _a -1J I .--PROPO -�--- -- _� - -_. .? _{ -- - _- _. -.-_---i _.__:--ti: +o7 �-= -. _ Nw -.N•�.- - - - _ _ - - __ _ - _ On. t..--yN.rj -i'u]_hw� = o-�o';� '=pm- N•n- -N^� - .,_�M �' -- - -- ^_t ^� -t-- - _fit=� :� -•�1- � 1 - - 1 .:f-oo�-Nr:=�.I^:n-l-� --��- - .. - ��, _ ,-: -• �'-a_!_�'� J—� }_�__�' -- . q. -- _- _ -_ _ t.. - - •! 4)._= _ - - _ - _ M _ - __ _ _ __ __ _ __ __ _ _ - __ _ _ -..._.. - �. /- -•- � -- "_ - - --'-- -: /:--- -- - -\ -__ _�-�- / --- t #-' - - �--�-�--y�p. ob e -- — rt o N ,/ - �'�i- _i 13 �63_- •--_ - p -1 + _ - - - �, ov-:-"F"�-- _ - - - - - - -- � o�T-'rid-. ^Z: -? - -- 1 � _} i=.-.}C� { - _�- -.- � ci-i 2. - h O!�--=. -' - -t- ;-� --• -;__! ---. -:--_--` ..._. .o. --�- -=1Tr'-- - --'- -� .. 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TPIZOPOSED�C.: RAD PROFILE SCALE ®-35 RIGHT- \ N. - EXISTING GRADE=®_C L - - - -- HORZ: 1" = 40' ---_-��-� _# - 1 _•=-_ _'-- _L._.:��-o '�_N•�J- I-'=, \.:i '/�- _ - - - _ --'-� __ -- - - - VERT: 1" = 4' - I - -- -- -- - - _ - 1 _ = -'=i='-_-• -h -'- n- - - - -- - ice - -- - - -- .-= I. _-nn�-- - - 21 22 23 24 25 N' 26 \\�/ 27 28 - 29 30 31 32 { \ 1 TRACT 3533T-1 A \\\\ 1\ \ \ 931 SEE STORM D A.PLANS \�, \ \ \ I 1 21+82.00 C ELSINORE HILL.' DR. \ CC'Sr. 87-1 I I 92 1 88-1 89-1 I I III I I _ y�ti. R+`w 1 90-1 I 91"1 I 1 4 pZ 4 hX 1 /lti I + 5 2 c�+Q h c+'� I I I o �o _� ------- -- -- z - ==-- - ---- R. 9 S�`hcTi 23 1 a9251190 f� R *nil 8 2.1 31 I:Z 1 . 1h$�G 0 \ c'w - `y 1 N - CIL 30 - 2 CAL 25 19 IR 26 I -_ 4 _ 27 28 4 10' 20' 1 WA GARDA SEE TRACT 35337 NPROVEMENT PLANS 2.1 — /%1 / / / O S U N NOTES T�CT 35337-n CONSTRUCT MIN.5'A.C. OVER 6'A.B. CL Il LINE TABLE CURVE TABLE 4o-CONSTRUCT 8'TYPE w CURB&GUTTER PER CITY OF LAKE ELSINORE STD.N0.201 D�� e E �� NO BEARING DISTANCE NO. DELTA RADIUS LENGTH TANGENT ELSINORE HILLS ROAD So-CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE NO.21a 4'THICKNESS f N3558'21 f 95.74' a 10'4447" 1100.00' 206.32' f0348' _ 1 2 NO2t7540W 167.11 a 10'4447" 1135.00' 21288' 106.75' n LEGEND Bo-INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STD.NO.400B c 017236" 1065.00, 22.49' IL25' IND/CA 7ES NEW A.C.PAVING DW. 7V DAYS BEFORE a 037452" 1065.00' 63.47' 31.74' J 15 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD.N0. 1000 BEFOREYOU DIG w DA YO E 38'04'01" 1100.00' 730.83' 379.48' 16- CONSTRUCT PARKWAY CULVERT TYPE A"PER CITY OF LAKE ELSINORE STD.NO..3004 i• (F 29-'4J38104'O7' 15.00' 707.96 301..27'41' SCALE.' 1"=40' 19 CONSTRUCT 8"ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STD.NO.207 TOLL FREE 1-800-227-2600 c 294352" 1135.00' S88.96' 30f.27' A PUBUC SERVICE BY a 060T19" 1065.00' 11379' S6.95' UNDERGROUND SERVICE ALERT 0 40 80 120 160 o-AD,A/ST TO GRADE MARK REWSIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.- SEAL AS BU/L T" SHEET NO.. COVD177ONS OF DEVELOPMENT AND/OR CITY AND STAIF LAWS AND HAVE BEEN ENGINEERING -7 N.SHERIDAN STREET OFES5/0 CITY Of LAKE ELSINORE FOUND ACCEPTABLE SUITE 117 �o ea N.yNq! RCE EXP. DATE / !! LAND PLANNING CORONA, CALIFORNIA 92880 ��Qe-�5 4�o Fyo R£Vl£WED BY: STREET IMPROVEMENT PLANS 4 11`1 ILL. 951)279-1800 4Q Ta m / SURVEYING FAX f 951)279-4380 w 65931 m EL51NO4E HILLS ROAD and / Engineering,Inc. * * INSPECTOR DA7E CAMINO DEL NORTE OF 2/ SH75 / s r SCALE., AS SHOWN BENCH MARK.,ELEVA 77ONS SHOWN HEREON FILE N0. KEN VAMV INA, 42$410 DATE rgTEOF N1uf°�� ARE BASED ON RIVERS/DE COUNTY BENCH- ELSINORE HILLS ROAD STA Z1�OO TO 33*OO CITY ENGINEER ��/-�/s cn DATE., MAY 2015 MARK NO..D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE ADDAD R.C.E.N0.65931 DA7E ELEVATION: 1423258(NAVE)88) powvq:R:,1543101fmdl5heef,:.uFll1O-PGR-5!-MF-01 e.q �a,t�JO4-ftu-5)-x+�-FtYx,xRF luLLS ROAD-04 So:ee:5/1:%J,5��'S:av P:ottM 5/T9%0.5 STB Au y y m --1 Eli:Z�� 15 =t ---i 500;V C. 6J. 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I =-4=�.: -7-j 7�7� f:]�71. d 1" 40' VET 1p' 4' j7 i' 7� 77- ji 34 35 36 37 38 39 40 41 42 43 44 ---4-5 .g SPID10 1470--�- 106-1 T 1485 95-1 1 I-16f 11 97-1 96-1 L f 11 i2d' 124, T,- CT 35�37-1 oynx,mv I-z?nAn h 98-1 104-1 N, u 99-1 100-1 101-1 102-1 103-1 SpTAU7l7'p0N IN PLANS Q Qs + 19 5 a O 69 + w ------------------------ 43 4 42 -------4-- 4 'a � - 2 CIL -4, G CIL 40 A 36 2 C 39 4 37 38 D v r-- + 5 -8 1 24 I I 1 37-2 1 1 2-3 1 11 1 1 11 40" 3-3 1 1 1-3 PANZANO LANE 5-3 1 1 4-3 1 1 SEE 7RACT31593 IMPROVEMENT PLANS 12-3 11-3 1! 10-3 1 9-3 1 8-3 1 7-3 6-3 II II TR�1 CT 35337-4 L TRACT 3J593-2 o LINE TABLE CURVE TABLE EL51NORE HILLS ROAD INDICATES NEW A.C.PAVING D�� NO. BEARING DISTANCE NO. DELTA I RADIUS LENGTH TANGENT CONSTRUCTION NOTES E W I N1275J4*w 93.70' (A) oijo,lj* 1 1965.00' 120.16' 60.10' IZT- 121 tJn4V7,nnw 254- ua 14V2'06"1 1200.00' 293.96'--—147.72 0 (2>-CONSTRUCT MIN. 5-A.C. OVER 6-A.B. CL# CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD.No. 7000 14V2'08"; 1165.00' 285.J9' 143.41' 0-CONSTRUCT 8'TYPE 18'CURB&GUTTER PER CITY OF LAKE ELSINORE STD. CONSTRUCT PARKWAY CULVERT TYPE'A'PER CITY OF LAKE ELSINORE STD.No.JODA BEFORE 14102108 72J5.00' 302.53'-. 152.OJ' NO.201 YOU DIG 09'45'00' 2000.00' 340.34' 170.58' 0-CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE NO.210, 4-THICK CONSTRUCT RESIDLW77AL DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.No.207 TOLL FREE -800-227-2600 09'45'00' --205.00' J46.30' 173.57' SCALE: 1"-40' 1 A PUBUG SERMCE BY 0377'18" 1965.00' 112.77' 56.40 INSTALL STREET NAME PER CITY OF LAKE ELsAfoR,-sm NO. 4008 19 CONSTRUCT 8-ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STU NO.207 UNDERGROUND SERVICE ALERT 025729" 1965.001 101.45' 274' j r---L-L--- -L i-- � AD.UST TO GRADE 40 80 120 lco MARK REVISIONS - APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH W APPROPRIATE PREPARED BY.- SEAL AS BUILT' CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEI/v ENGNERING 357 N. SHERIDAN STREET SHEET NO. FOUND ACCEPTABLE SUNS 117 sso CITY OF LAKE ELSINORE ."o - RCE Exp, DATE EEO LAND PbWNING CORONA,CALIFORNIA 92eso 5 W z� Nq TEL.�995511))279-1800 REKEMED BY.- STREET IMPROVEMENT PLANS SURVEYING FAX 279-4380 Nrl. ELSINORE HILLS ROAD and g- 'tomEngineering,Inc. INSPECTOR OF 21 sHTs DATE CAMINO DEL NOA'7F K0 RUKAVINA,Me 4241Mo DA IF SCALE., AS SHOWN BENCH MARK.,ELEVA 77ONS SHOWN HEREON 17LE NO. CITY ENGINEER "I ARE BASED ON RIVERSIDE COUNTY BENCH- EL51NORE HILLS ROAD STA 33-00 TO 45-00 CITY OF LAKE ELSINORE 4-no/c OF CAO' DA 7E.,MAY.2015 MARK NO.D 307 RECOVERED PER RECORDS. L -11. A. 1�. 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'---I -. ._.. -_:= T`}•'_--{�c+vT�� o ..'n o _ r� - - 1 ti _�--- ==1.- ~-~� __ ! - 1-.- -{ j--- - -j -I-= _�-i - -� -� -_ - �:."- rnv�+m�NN-o"! .--•- - --- -- --. .. - ,-� : _:�:-: --_::_:-� _ Ocr ..+m rnN .:vim _ ---- - - - - - - _ -i =� - _ - - - - PROFILE SCALE' -. - - __ _ ��=r - - HORZ: - - - - - -- t - - -- - --- -'- ' -1- - - -- - - =1= - - 1 145 1465 1470 \ ,ram 46 r 52+71.92 C ELSTNOR£HILLS'D / 1455 1475 _ ! r \ ° 146 � 1460 I r�S -- --74�.�__-�__--__ 147--� 1465 W ^ 15 1475 N 475 SEE STORM DRAIN PLANS 1475 5 1485 fex.. • /�°�* ° -TRACT 31593-1480 R�1Y '�/° 1490 - 7r„_ 5 485 n PROP. 16 WATER 4 4 t' F n s 4 4 1 2 PROP. 8'WATER--" ro 4 54"SD E «hVV 48"SD _ _ _ _ l 8S G. \� F. p -F m - - - - D�- C L J _._ 2 ' O mom- -��- i TI CC/L C 0 4 4 PROP.8"SEWER-" 5$ ° 9 ti/ •y\ _ 4 - O 9 _ o 9�e 4 1yo�� 4 ° n$lG e c ° 4 W p Z 4 06 Ze kg6 ,'ems v 1 1495 �\ 111 y // .��/ R Z� (� 51 R 15 \\ I /L N 5 SEE STORM O /N PLANS 149 5 PROPOSED SEWER 1505—o 50 q o;` 7RACT 315 1515 ro 157 1510 v 1 -- N'\ ` ---- 1 f495 25 _ 8 I 15 0�/ ---- —1 15 ------- I ----- 1 ---�- --_ I ---- i----- '�- --_----�----- \ II 16, 124 I 24 16 (�' l 38 2 39.2 1 40 2 41.2 42.2 43 2 44 2 45-1 46 2 1 47-2 j 48-2 492 \l 186' I � 50-2 51-Z 572 I I 531 /� 54-1 TRA CI' 31593-2 ELSINORE HILLS ROAD SEE�CT 31593�O1�NT PmI vs TRACT 31593-2 CONSTRUCTION NOTES 20-CONSTRUCT MIN.5-A.O. OVER 6-A.B. CL.11 1 LINE TABLE CURVE TABLE o--CONSTRUCT 8-TYPE 8'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO 201 E �� N0 BEARING DISTANCE N0. DELTA RADIUS LENGTH TANGENT LEGEND (5�CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE NO.21a 4-THICKNESS I\I\vJJ 1 N°17956'W 763.89' A 05'0252" 2000.Go' 176.20' 88.16' INDICATES NEW A.0 PAVING s NO9'4642 E 46.60 a 05D252" 2035.00' 179.28' 89.70' Bo-INSTALL SIREET NAME SIGNS PER CITY OF LAKE ELSINORE STD.NO.400E c 05V252" 1965.00' 173.12' 86.61' DIAL TWO WORDNG E 11 V6'38" 1100.00' 21331' 105.99" �r--(� (� 15 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY SID.NO. 1000 BEFORE w. / DAYS BEFORE f 11V6s8' 113500' 220.09' 110.39' �_ '3 YOU DIG YOU DIG c 11T76'38" f06500' 206.51' f0358' 19 CONSTRUCT 8"ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE S1D.NO.207 TOLL FREE 1-B00-227-2600 SCALE.' f'=40' o-AD�/ST TO GRADE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 40 80 120 160 MARK REWSIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL 'AS BU/LI' CITY Of LAKE ELSINORE SHEET N0.i COND/BONS OF DfV£LOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENpNEER/NG 357 N.SHER/DAN STREET QROFESS/O,yS V FOUND ACCEPTABLE SORO17E 117 ° N.H ! RCE EXP. 0A 7E REVIEWED BY: STREET IMPROVEMENT PLANS A LAND PL4NNlNG CORONA,CALIFORNIA 92880 ��c pis 9po Fyn ELSINORE HILLS ROAD and J FAX �951)279-1800 4c 90?, �I /- /�// SURVEYING FAX 951 279-4380 " N 65931 INSPECTOR DA IF CAMINO DEL NORTE OF ZI SHTS / //�/,1� - � Engineering,Inc. vvvllV// //7 ! SCALE.,AS SHOWN BENCH MARKELEVARONS SHOVM HEREON FlLE NO. sqT crvl� ��r ARE BASED ON RIVERSIDE COUNTY BENCH- ELSINORE HILLS ROAD STA 4S*OO TO 57.00 1,1 N VIt1A,RCE 428140 DATE forcnuE° MARK NO D 307 RECOVERED PER RECORDS CITY ENGINEER DATE.• MAY 2015 CITY OF LAKE ELSINORE FAR DAO R.C.E.NO.65931 DA IF ELEVA DON: 1423258(NA VD 86) a»Ms R.Izsuz0lPmwlsveerlrxrl.rz0-Pt,v-s�-x+�-oce.9 wr. �w-Puu-IT-ar-ciswaec xus x0n0-0 s 1 5%V=a5 r:s Pu Pl r n9/z0rs s:3s 1 sy 0M "wry 1 485 777j�� I 17 .......... ttI I L'OF T4� J7= A --m tz W4 7., 7 d 7 �5Ci TT�, --4 -J A, --4 7-.\ 4�--4 7 7- 1=1 1 1 1 -4-1 11 Q. :—T 7- 77T, J- t t 71= -41114-- 4 EEE EE 7E 7--�-n�f t X -mz!zn=T�4 RO:POSE'D J� PROFILE SCALE 7- .7 1. t 7 771VG RADEtgl R16 ; -i--� =177: I HORZ: 1 40' VERT- 1 4' 57 58 59 60 61 62 63 64 65 65 67 68 69 LINE TABLE CURVE TABLE NO. BEARING DELTA I RADIUS I LENGTH=;Ao I FE I 9J.70, 2675'0.9- 1 2500.00' 1 1145.48' 1 562.97' U2 I N16-28-26-W 4.187 2675,09, 2465.00' 1 1129.44' 1 574.81' 24'J558- 1 253500' 1 1088.38- 1 552.71- No "G 14 SEE STORILDRAIN 495- c i 146�TRACT 1,4�65 --k �?z ----------------------Ortl 7OR-Af DRAINPUNS 4 cn--WCT J1593 4 rn C, =Ok '.A'f 9"1 VA lz • 2 rn 4 PROP. 10 WATER rA 4 54,SD CIL ------------4--SEWER 6 4 A 4 15 8 N 55-2111 56-2 490- 1 465 1 PANS Ntk MA CT 3, 1593-2 1460.7y To 1459.50 X ELSINORE R Q TRACT 31593-2 L INDICA 7FS NEW A.C.PAVING SEE TRA 315 IM 0 1459.7Y a 145a5O FL 1461.14 TO 1459.M TC CONSTRUCTION NOTES 1460,4 FL 1458.66 FL CONSTRUCT MIN.5'A.G.OVER 6-A.B. Ot.# CONSTRUCT PARKWAY CULVERT ME-A-PER CITY OF LAKE ELSINORE SID.NO. 0-CONSTRUCT 8'TYPE'8'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO.201 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD.NO. 1000 D�� Z Ro Q-CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE NO.210, 4'THICKNESS CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.NO.207 DIAL TWO WOlmNG BEFORE 1460.57 INSTALL STREET NAME SIGNS PER CITY Or LAKE ELSINORE SID.NO.4008 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER RIVERSIDE COUNTY SID.NO.JOJ DAYS BEFORE .1 7c YOU DIG YOU DIG im90 FL .4 11 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD.NO.311,CASE 8 ADXSr 70 GRADE TOLL FREE — 1-800-227-2600 1460.21 TC 9. SCALE: 1"-40' A PUBLIC SERVICE BY IMP FZ LOCAL DEPRESSION 1458. FL LOCAL DEPRE551ON DETAIL UNDERGROUND SERVICE ALERT ffik-c&� SUM 1'-10' FOR C&" CONSTRUCT LOCAL DEPRESSION PER Rarc&way.STD.DW.No.LD202,CASE B 0 40 60 120 160 MARK REVISIONS APPR. DATE THEW PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIA IF PREPARED BY SEAL 'AS BUIL 71 SHEET NO. COND1770NS OF DEVELOPMENT AND/OR CITY AND STATE LAYS AND HAW BEEN ENGINEERING 357 N.SHERIDAN STREET CITY OF LAKE ELSINORE FOUND ACCEPTABLE SUITE 117 RCE Exp. DALE LAND PLANNING CORONA,CALIFORNIA 92880 STREET IMPROVEMENT PLANS 7 ILI- 10, M.(951))279-1800 REVIEKED BY., (951 SURVEYING FAX 279-4380 a N 6 9311 EL51NOPE HILLS ROAD and DATE OF 21 SHTS '9- Engineering,Inc. INSPECTOR CAMWO DEL NORTE SCALE AS SHOWN BENCH MARK:ELEVA77ONS SHOW HEREON FILE NO. ARE BASED ON RIVERSIDE COUNTY VINA.205 CA CIyR MARK NO.D 307 RECOVERED PER RECORDS. KEN AUKA 4%IW DAIS BENCH- EL51AIORE HILLS ROAD STA 57+00 TO 69-00 57 CITY ENGINEER ("-/-f&/g- CITY OF LAKE ELSINORE '�-�AAD R.C.E.NO.6.59. DATE ELEVATION: 1423.258(NAM 88) pla�� p 7E., MAY 2015 R.I.——I—IIIIIJ20-AIN-Sr-ff-07&q X4—ST—R— FORD-07 51ZI12015 %t-51291-5 6 Au 8,,4—y Nwlm --j - - - 1 7- -7! =4 -4- fT I I ou V 800'*c. P7-- 6 7 F • T.C.�GRADE =4 J� 4 --------- -4 93 kT F41; 71-ZiT I;i 'n -T-F- =L tip- N 4 1425 -4 ........ ...... L j 2 'j6 t - --1�1 t: q..i ; : tz P477 :--j-,-;-I-:. : %.: .. . ...- --.....- -- + -7: -�-.-;Z- - - : - * 7T L. G2.+! �. 77 Z" s vic 7=� -j7- N 4, J:-4—4 t--1 Z's oi- -"�_79'*4��" A --4 1 A-.. ..��_._..- --} ...; i 1 — _ _ :.b a...__tom a n.a a-1 -n•_— --- -- - _ E�- 7Z I J= zEi EE�=n i.-mz �.--j 7-T I --I T-- zs 4 j- I 7=T=l ---- ------ N' 7 =1 7 g! .i E J +- -4 F-TtAOPOSED :T.C, )o-IfI&HI i A A a 1-:-, i , -+!--LLi ......... j-i zj 7 �:E 77- 9'1 PROFILE SCALE -7. :777; HORZ: 1" 40' 7= F7==7- m 77:1 777- VERT: 1" 4' 4 �----4=64--i 1 7 69 70 71 72 73 74 75 76 0 '77 78 79 80 81 FES Rk,D4N P NS Cr J5j< LEGEND �EACC' v INDICA 7FS NEW A.C. PA WNC 420 425. O 425 PROP. 16'WATER 74 • 9'H,32'W CONCRETE ARCH CULVERT 4_ SEE sEPAP47F CULVERT PLAN 'o SEE STORY DR.4 IR oQ0 2:1 4J 05 Opos BJSEWER 5 1445 435 -- -----1450------- DA ON 1440 40/ 445 CIL �/ \ ��/ 9-1I 23-1 Z. P'9 4Y Co. TRI-ICT 31 59 3- 1 24-1 EL51NORE HILLS ROAD 8-1 115 o y pRN � /, o � ti �h ORA 1415 ?.-I 1422.17 rC 1422.t7 1421.17 Z! 1411.17R 1422.17 77 1422. A 1421.50 FL 1421.51 TES \ LINE TABLE CURVE TABLE CONSTRUCT MIN.5-A.r. OVER 6'A.B. CL/I D��.=511��1f(�J V l� NO. BEARING I DISTANCE NO. DELTA RADIUS LENGTH TANGENT to- I N16*28 6 50.52 1 A 58VJ'05" 700.00' 709.2J' J88.4J' CONSTRUCT 8'TYPE'8,CURB&GUTTER PER CITY or LAKE ELSINORE SID.DWG 201 N4 1'J4'39"E 269.63' a 58VJ'05' 755.Do' -744.69' 40785' N42V5'17'E IJ5.a5' c 58VJ'05- 665.00' 673.77- 369.01' 1422.17 TV 14 .18 IC CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE NO.210,4*THICKNESS DIAL TWO UNG N4078'15"E I Fo-'1 52'7* 700.00' 169.47' 85.15'_ 1421.50 FL 1. 1 Fl BEFORE nAVq N E VEE -F3, 2'7- 665.00' 161.00' 80.89' 1422.16 IC CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD.NO.311, CASE 8 IJ'52'17' 7J5.00' YOU DIG F 177.94' 89.41' 1421. FL SCALE., 1" 40'TOLL FREE 1-800-227-2600 LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL 15CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD.PLAN NO. 1000 A PUBLIC SERMCE BY FOR CB.Q-Z3 SCALE 1-20' mg-C"C 0 coNs7pucr RESIDENTIAL DRIVEWAY APPROACH PER CITY OF LAKE'ELSINORE STD.DWG NO. 117 MARK UNDERGROUND SERVICE ALERT I REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE W7H THE APPROPRIATE PREPARED BY.- SEAL 80 1 AS BUILT' SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND SIA IF LAWS AND HAVE BEEN ENGINEERING 357 N,SHERIDAN S7REFr FESS/m- CITY OF LAKE ELSINORE FOUND ACCEPTABLE SU17F 117 EXP. DAZE STREET IMPROVEMENT PUNS 8 LAND PLANNING CORONA, CALIFORNIA 92880 REVIEWED BY: TEL.J995511))279-1800 HSINORE HILLS ROAD and SURVEYING FAX 279-4380 6 31 OF 21 sHTs Engin"ring,Inc. INSPECTOR DATE C4ffNO DLZ NORTE SCALE AS SHOWN BENCH MARK ELEVA77ONS SHOWN HEREON r NO. RCL 4ttl-to DAZE ARE BASED ON RIVERSIDE COUNTY BENCH- ELSINORE HILLS ROAD STA 69,00.37 TO 81-00 'TL K N RUKAVINA., -QFCA DATE.,MAY 2015 MARK NO.D 307 RECOVERED PER RECORDS. CITY ENGINEER ELEVATION: 142J.258(NAM 88) CITY OF LAKE ELSINORE FA D DATE S51711,015 P 12 PN -1.d.517912015 5 AM By A- _--A 1rt. _ 32 - - - _...---'--- -.-:-:-�. 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THICKNESS MIN INTO — _-- -- - ---- EARL WARREN OR AS O/REC7E0 EX/SnNG --- _ _ 09 ° r O ,oy,Z--- -- __ 1�70 -_ --- ELEMENTARY SCHOOL PAVEMENT -q 11 ss RO �� ro� -� �` n Y. 'Lp g 5._'� _ 1a65 - 1 70 J`— �, EXIST.PAVEMENT GRIND EXIS77NG PAVEMENT NEW PAVFM£NT VAB�� 1�60--REM04£EXISRNG BARRICADE --- 14C5� EXIST.S7R.LIGHT --__--- TO A DEPTH OF 0.2' _____ ______- -_---�^ \ ------------------------------------------ II 1� N 142 'V �A /� _- ____- - / -----_-- ___-- - STANDARD PAVE44ENT>OIN DETAILco c 2:1 O 4 PROPOSED WATER m 1436� 5 L��y' _ IXlS77NG O 435 N IMPROVEMENTSlzz�Li 4 B PROP. 16"WATER �� \� N p _ -__=1= =__ �_- _ .� _ _ - ^__-_--_-- - --_�_J 84 - �yA9 E _ = ---""1=.------_ ia�� -__ _ - :'s:• -==----- - ------- -- ---- -- 83 C C�L 4 _� D9ST.SIR.DGHT - \A II1W I - CN � 2>O zZ N \ IMPROVEMENTS---,,, Q 240 ( 21 --_ -- __� _ 42„ -- - - - ---- - t II II -- r . \\ Hx31'W CONCRE7E ARC C YE T— 141 //, z� a v , �I Ijl II 4.- - -� r��-- --# 241 SEE SEPARATE CUC�RT PCA 141 m o \ 211 �I II .�j I I II j 11 II I I I II II 11 41 __ 1 11 ° I I 255 I I 1 254 1 2531 __ -` ,� �+ 1 '1 1 \\ II II II II �)`r' I I II II 1 I 1 I III 1405 k 2:1 � II II L- CONSTRUCTION NOTES ELSINOREHILLS ROAD o-CONSTRUCT MIN.5"A.G OVER 6'A.B.CL 11 Z LINE TABLE CURVE TABLE LEGEND ®-CONSTRUCT 8'T)PE a'CURB&GUT7ER PER CITY OF LAKE ELSINORE STD.Iva201 �� NO.. BEARING DISTANCE 110. DELTA RADIUS LENGTH TANGENT INDICA7ES NEW A.C.PAYING - 50-CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE NO.210,4"7HICKNESS 1 N0074'58 E 136.99 A 277537" 700.00' 33508' 170.80' "°;v` ® INDICATES EX/SnNG A.C.PAVING TO BE REMOVED&REPLACED go-SAWCUT EXISDNG A.G PAVEMENT AS SHOWN ON PLANS e 1 277537" 1 668.00' 319.77 163.01' / c 277537" 732.00' 350.40' 178.62' - 15 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD.N0. 1000 BEFOREYOU DIG y ''r 1 DAYS UM Q3--CONSTRUCT RETAINING WALL PER SEPARATE PLAN&PERMIT SCALE: 1"=40' TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 40 80 120 160 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WT7H THE APPROPRIATE PREPARED BY: SEAL AS BUILT" SHEET NO. CONDfnONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET QROFESS/pN CITY Of LAKE ELSINORE 1 FOUND ACC£P7ABLE SU17F 117 r<°S e q�P RCE EXP. - DATE 9 C� LAND PLANNING CORONA, CALIFORNIA 92880 e eeoo STREET IMPROVEMENT PLANS 7EC.(95I)279-1800 4P ram REVIEWED BY., SURVLYING FAX(951)279-4380 65931 EL51NORE HILLS ROAD and OF 29 SH IS Kew Engineering,ma * * INSPECTOR DATE CAMINO DEL NORTE _ s r SCALE AS SHOWN BENCH MARK., ELEVA 77ONS SHOWN HEREON FILE N0. KEN RU KAVINA,R�4L b{o DA 7E gTEOF�A1 1Fpc ARE BASED ON RIVERSIDE COUNTY BENCH- ELSINORE HICLS ROAD STA BCfOO TO 8S�1S.O4 CITY ENGINEER � 1� DA7E.,MAY 2015 MARK N0.D 307 RECOVERED PER RfCOROS. CITY OF LAKE ELSINORE IA HADDAD R.C.E.NO.65931 DA7E £LEVARON 1423258(NAVD 88) L4-1 a 5128/2615..iz ar narcee 5%%5 5 8y I -771 7- 777 7 p -4-=f a— Ef _j- _4 =4 7- -�4 4_ =4 I J --i a 7 i ME 1� 7 1 1 1 4 Z::4�4—I . . . .::T iE= L nl 9 4= :=I --4 R -4- =.t—4 77 q q 7 i _7 --d C. D J 771 -1 --1 =T7T 1 1 1 F�l E2. J —J-w .4 L 7: -'7 9JE-j,—j 1—4- 1 7�,7.-.1 m :==i_ . !,7�- t i RP i 2� -S ZZ 1!7: il ui tj) n4 k. IJ20- -.I=; 4 4, 4=44, Q T t I q 7�. 7 4 4— L_ ! 7 ... .... i�I ju- 771— 4 _7 7i 14� Vt p . . . . . . :t _Lu C4 _T t —4 A-- H _4 z�l j 9 . .... ...... 2.1 6 1 t =*=4 _j i j vs 4 CIL ?! _7 EXISTIM c. E GRAD, I =--.i- -1 J PA�W� 0 9E.ja CIL A. 4 7—4 -�==41--izL=4__ 2N_ 7-T.- 7-. `7 -M-7=-. w 7i=:_ =4 z=- 74===i PROFILE SCALE =771 7i� =14 I .i. 4— ---------- HORZ: 77 7_4T=1 VERT: 1" 4' =4 _:+Z =:7 I i If_*77i i I P-19 7j =I—aaj `i_l�f 7 J_J L TABLE CURVE TABLE 26 27 28 29 30 il 52 33 34 35 NO. BEARING AN NO. IA RADIUS I LENGTH LALIL�T DISTANCE:1322=77 04 047728- 2977.00- 1 222.96' 1 Us 04 7 728. 2942.00- 1 220.34- 1 110.22'_ OVMlllT PLANS 35337 IMPR TRACT 35337-1 10'MAIL PER TRACT NO.35337 SEE TRAM VIA ARVO ROUGH GRADING PLAN TRACT 35337-2 10'TRAIL PER TRACT NO. 35337 jo, LIMITS or comsmucnoit R FA, 350395 Q ROUGH GRADING PLAN ju PLANS DRAIN APART SEE STORM ly SHEET NO. 19 Y ACCESS ROAD :7- --------------------- DR, ------ -———————————— --—— —- —————- —— — o cb FUTURE CURB&GUTTER NO ! " $, A I 40 B 11 4 PROP. 16"WATER --------------- wj 2�4 -.6 2 28 29 ------- - ----34 PROP. 42 Ek7STNG A.C.PAVING W-7 EXIS77NG CA CALTRANS FRONTAGE ROAD— EXISTING A.C PA WNG_ C/L 441 R�, 6'MTFR---- ulSD 3" STORY DRAIN PLANS ac 1310 WNG --__291 P;OR —EXIS77NG CHAIN LINK.FENCE 0 fS77NG,CALlRANSJ NCE 0 3 EXIS 77NG A.C.PA CHAIN LINK FE 93099 aLTRANS 4 CAMINO DEL h 77NG CAL TRANS (SA WCU T A NO t�j/N) CALTRANS R/W(PROTECT IN PLACE)-57+76.75 CA '8'STREET_ CAL TRANS R,/W(PROTECT IN PLACE)-- 13 0 3 L4 1310 FENCE—, L4 pp Lu cj L'i us ----------I . — #4 L',N K, 1 2 g —PROP. 12-SEWER �zl oA q ----------- /-15 -FREEWAY ti SCALE 1'-40' CAMINO DEL NOR 7 t LEGBVD FS t�� ; 0 40 60 120 160 PROWDE SMOOTH 7RANS177ON-4' INDICATES NEW A.C.PA LING XMIN. OVERLAY SAWCUT 1'. INDICATES EXIS77NG A.C.PAVING TO BE REMOVED&REPLACED 11 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD.NO.311,CASE 8 D�� 0 0.1 'MIN. THICKNESS MIN.INTO CONSTRUCTION N07U OR AS DIRECTED EA?S77NG CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD.NO. 1000 PA VEMENr CONSTRUCT MIN. 5-112'A.C OVER 6'A.B.CL// :5z CONSTRUCT RMDEN77AL DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.NO.207 L4L92 TC 1299.25 MC L3� EXIST PAVFMEN��. GRIND EA7S77NG PAVEMENT NEW PAVEMENT CONSTRUCT 8-TYPE 18'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO.201 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER RIVERSIDE COUNTY S7D.NO.JOJ DIAL. 1WOWORgNG 1298.25 FL 1298.56 n 1309.25 FL W1271WC TO A DEPTH OF of _FL"TC 'o" BEFORE 1298.96 M T777775777,77 . CONSTRUCT SIDEWALK PER CITY Or LAKE ELSINORE NO.21a 4-THICK INSTALL METAL BEAM GUARD RAILING PER CITY OF LAKE ELSINORE S70. 413A&4138 YOU DIG 129Z96 FL 1298.16 FL 009.50 FL 1309.64 FL .....................................................L� CONSTUCr ACCESS RAMP PER CITY OF LAKE ELSINORE STV.NO.214A TOLL FREE 800-227-2600 LOCAL DEPRESSION LOC4L DEPRESS/ON DETAIL (D MSMIG AC PAVING 70 BE REMOVED&REPLACED AS SHOW A PUBUC SERVICE BY STANDARD PAVEMENT 101N DETAIL UNDERGROUND SERVICE ALERT SCALE: 11-20' (2)�-SAWCUrEVS77NG A.C.PAVEMENT AS VOW DIV PLANS AD.VST 70 GRADE MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.' SEAL AS BUILT' SHEET NO. COVD177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAYS AND HA VE BEEN 357 N.SHERIDAN STREET FESS/n CITY OF LAKE ELSINORE FOUND ACCEPTABLE Ie LAND PLANNING SU17E 117 RCE Exp. DATE 10 CORONA,CALIFORNIA 92880 =__WIP 'd 4-2. -(2 22 Q HE= 7R. 279-1800 z m REVIEWED BY: STREET IMPROVEMENT PLANS EL51NORE HILL5 ROAD and SURVEYING FAX 279-4380 All or 21 sHTs CAlMINO DEL NORTE Engineering,Inc. INSPECTOR DATE INCH ELEVATIONS SHOWN HEREON SCALE., AS SHOWN 6, MARK., FILE NO. KEN XURAVINA,ME ItISIP(o DATE MARK ON RIVERSIDE COUNTY BENCH- CAMINO DEL NORTE 5TA 23-00 TO 35-00 CITY ENGINEER uF CA01 DA TE.,MAY 2015 MARK NO.D J07 RECOVERED PER RECORDS. CITY OF LAKE ELSINORE ELE VA 770AI.- 142J.258(NAND 88) q R. RN-ST- l0dq Lq t S7- X4 10 512812015 1 M W Pbrfe6 A-1015 z 42 AH dyy wafm t A - 1 7-71 -T-1 t 7- F ?F - FROM ,-LTOF C/L:20LT.- I, 7z .i . . --!- - - - --- . ...... I 1 -11d -j-7 4 t 4 TROPOSED�T.C. GRA ` 7:� -z ....... ..... 'LE7-1 400.00 9-T.C. G D sl.=7 'IFFT I zi -4-l0 I--I n--i ...... .... .... -6.,50 77 �b,j 77�. t'�,�-1 ''l --..--.....-...---- S=-� -:= 7 i i I.:l=..= T 7-! i�A- X,�s --j I �hWZV U y Z4 :- . -,i . - I i t -Tq j PJ =J71��F f.j. ;j K7- 3 OlUDE 0 4-1 PROPOSED C L -4z - d -7* ILI I ;L.- �4 iL�2A Lo-lffLl 1�--Lf ILI .�4 ............. -.4 E3 -'1320 7ti : _�2 t 7- L -J Id -. ... - - 7 DE-0 D : -.-, - I'd 7--i vi i=A==i==i -4 7--= 74 2.4 U -7- -J---1-4--�1:-T --7 -- E� % 4 1 :--J ra.4 1-4 -Eli z P 9 T.B. - GRADE -51= EXIS77NG F* -Jq. --- --------- =.j -i PROFILE SCALE —4-0 ==4 7: -1=1�-! 1� =...... -1-4=f HORZ: 1" 40' --1 71- 77T VERT- 1 1' 7 7-11 t 35 36 37 38 39 40 41 42 43 44 45 46 47 ZZ ELI 7� TRA CT 35337-1 IV W R L4 DROP INLET 2 LINE SEE S M-,DRAIN PLA IN PLA -8 I -J-(j z ,ji STVIR Itj —SHEET NO. fg---w----4 PLANS_ 1-- r. i-- W 2:1 'Z--4 L-14 41 5 EAI POWER— RELOCATE)- z E ----------- --------- + IJ37.56 ----------- ------------------- ------ -----//—- --- ----------4t------- ------------------------F---43-------------- 13JZ48 DffS77NG CA CAL7RANS FRONTAGE ROADM77NG A C,PAVING I.C. - --------- --------------mi�---- : : ---------- -----------P-5 N3k? EXS71NG IRA ............... A --- -----------—----- -------- FF7C STRYPE--Z-NN,�y. VINq N 577NO A.r.BERM PAO ZEC r IN PLACE) —X X-� (-�—X ....... MIND DEL ii B.Ck (riWIEW 23+2554 G,4 MAIN STREET- i2 R " I'll.-110Vwf 77NG AC BERM S77NG A.a PA11N Eh?S77NG CALTRAWS I xJ w461;.1. rAl7PA PFROXEVS LJNK FENCE 77NG M77NO CHAIN LINK FENCE�EXSRNG CALTRAN is - /I Q� II -(PROTECT IN PLACE)-'' -- g\, DECOI (PROTECT IN PLACE) 20 a -s CONS G 07 v LIM17S OF S77N ----------- MAIN 7R FREEWA Y CAMINO DEL NOR TE INDICATES NEW A.C.PAVING CONSTRUCTION NOTES INDICATES EXIS77NG A.C.PAVING 710 BE GRINDED&0 WRLA IED CCN57RUCT MIN.5-A.C,OVER 6-A.B. a.It SCALE: 1•-40' INDICATES EXIS77NO A.C,PAVING TO BE REMOVED&REPLACED CaVS7RUCr a.TYPE 8,CURB & P Ty L K N S No. LINE TABLE CURVE FABLE .9 CU CUTTER PER 0 OF A E aS1 ORE 7D 201 0 40 80 No. BEARING I DISrANCE No. DEL TA RADIUS LENGTH TANGENT 9 9 120 160 ;o IN 6� to PROVIDE SMOOTH 7RANS177ON-4' CONSIRUCT SIDEWALK PER OrY OF LAKE ELSINORE NO.210, 4-THICK N46VJ'JO"W 413.JO' <A> 07V7'15" 2.977.00' 369.99' 185.23' D77D97II N46`0'30"If J73.0 (9) 07V7'15" 2942.00' J65.64' f8j.05' 3'MIN. OVERLAY SAKCUT I' VARIES SA KVU T EA7S 77NG A.a PAVEMENT AS SHOW ON PUNS IZ N5570'55"W 86.47' <0 07V7'26' 1000.00, 124.3' 62.25' THICKNESS MIN.INTO 0 0.10 MIN. iru 4 N5570'55W 126.79' 07V726" 960.00' 119.36' 59.76' OR AS DIRECTED EVSI7NG CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STA NO.311, CASE 9 RT I N43D8'OJ'E 8.07' 11*47'50" 1000.00' 205.90' 103.32' 1325.46 LJ�Tc EXIST PAVEMENT CONSTRUCT TYPE 8A CURB PERaryOF LAKE ELSINORE STD,NO.203 11'47'50" 1040.00' 214.N' IOZ45' 1324.79 "L IM2,5 R PAVEMENT DIAL '58"1 .53 \,__1326 10 rC 1 .02 GRIND EA7S1NG PAVEMENT NEW PAVEMENT 15 CONSTRUCT 22000 LUMEN STREET LIGHT PER CITY OF LAKE ELSINORE SIR DWG.502 TWO WORM 92V9 J5.00' 1 56.30' 1 36.35' IJ33.93 rc OF 0 2' BEFORE DAYS MORE 01 L2�.95, 1 11.48' - IJ25.10 PI IM2,93 li 13M.02 FL ---------- !22 11 T_; - I L60 L'-1 2 10�41 YOU DIG YOU DIG 9,;. EA7S77NG AC PAVING TO BE REMOVED&REPLACED AS SHOW 0 7149 000 TOLL FREE 1-800-227-2600 180g�?� 2.00' 6.2.0' 1 LOCAL DEPRESSION DETAIL LOCAL DEPRESSION MAIL EXISTING A.C,PAVING 70 BE GRINDED&OWRLAYED AS SHOWN ON SID.PAMEMMTVV DETAIL UNDERGROUNDA PLIBC SERVICE BY t ol 993.00' 20.74' 1 SCALE 1�-Io' STANDARD PAVEMENT/o/Af DETAIL ADWSr TO GRADE SERVICE ALERT- MLC--a"I MARK REVISIONS Afff. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE MrH THE APPROPRIA IF PREPARED BY: SEAL "AS&UIL 7' SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET q�.,OFESS/e, C17Y OF LAKE ELSINORE FOUND ACCEPTABLE SU17F 117 1 . .. RCE EXP. -DA7E LAND PLANNING CORONA CALIFORNIA 92880 STREET IMPROVEMENT PLANS -!��qt--a- Tn.�g95511�279-1800 RENEWED BY: SUR VMNG FAX 279-4380 ELANOR,E HILLS ROAD and Enginnning,Inc. INSPECTOR DATE CAMINO Dft NORTE OF 21 sH Ts sr SCALE: BENCH MARK.,ELEVA 77ONS SHOW HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- CAMINO DEL NORTE 5TA 35-00 TO 47.00 CITY ENGINEER MAY 2015 FILE No- KtN RUY-AVINA RCF- qzlroilr DATE FRI MARK NO.D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE ADDADI- 65931 DATE ELEVA 77ON- 142J.258(NAND 88) 1 1 3129M15 1697 R51N154 AM ey`-Y Harm 1 4 �.j j__I_�. —�--J=!7-- ..L 4E A i 7 I'd -J I -4 L4— .1—----- ip---i T77 --I—i—i-7=4--Z:E n `7t� �n 1�4 F�- Ms— til 6. 7 gmz I t 47- N� 4 J i 4,=q:z -4 d-1 0 i 71 d: 29 7 12 577- --j j 1 1 1 4 u T t 0- f=F t -4 'j Ll zz ---7 -7; -1 T_ E t :4 Ln 7 . T �T R -.71 �Z-ZL Q J-7. 1- -4=-T -4- 7zi .7 IS J. 49 L 4 9 o 1-71 ZL N t! PROFILE SCALE #= -7' (7RA DE HOR_4 -4 VERT 1' 4' 47 48 49 50 51 52 51 54 55 56 57 58 TPLA CT 35337-1 LO --- S70RM IN P1 AN S-Z PLANS SHEET NO. 16 a"SD --pA. SO C.) 4 8�40 18"SO 2. f f /W I H 7-11 N Qj 1, A 4 0 -------- - > 12 g ---- ------- -- ---- ---------- --'7+ -4-1------- -——————— ——- 0 2 134S_ EX/SANG INLINK --MISTING CA EAL TTANS FRONTAGE ROAD- R LeXIS 77NG CAL TRANSRA NS R Q, 1365— -cat wtA 7 0 1330 1360 134 7r� J cL cL .15 FREEWA Y SCALE: 1.-40' ... MINO DEL NOR TEA 0 40 80 120 160 CONSTRUCTION NOTES LINE FABLE CURVE TABLE CURVE TABLE CONS 7RUC r MIX. 5-112-as 0 VER 6 A.a. a. BEARING DISTANCE NO. DELTA RADIUS LENGTH TANGENT NO. DELTA RADIUS LENGTH TANGENT D 9.96' (A) 03'51'55' 1000.00' —6Z 46' JJ.74' <j) 0331'55" 997.00' —6725' JJ.64' L CONSTRUCT e-TYPE w CURB&Guru PER CITY OF LAKE ELSINORE STD.NO.201 N46-4070-W 7; �; 104aoo, 70.16' _J5 117344' -YO-78l' 6GJJ' 30.26' 50-56 (8> oj*51,55, 09' <K) D�� Ro uj 1 (0 OJ'51'55" -960.00' 64.76' J2-J9' j 0731'46" 4J7.05' 59.98' JO.04' 1375.88 TC /-r rl�--N-LL�694 TO INDICATES NEW A.C.PAVING CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE NO.210, 4'THICK DIAL 07-09'00" 1000.00' 124.79' 62.48' 007626" 993.00' 4-76' 2.J8' 1371�21 7.�27 INDICA 7FS EXIS 77NG A.C.PA WNG TO BE REMO]EO&REPLACED CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY S71%140.311, CASE 8 BEFORE DAYS BEFORE --3,9—.96r — J76.02 TO 9 07V9'0O' 96aoo' 119.60" 1179'54" 146100' 269.J5' 145.15f 6 TO TWO WORYJNG 02 YOU DIG 07V9'00" 1040.00' 1297F--74—97, IMSf 14 77.FO' —T29—78' 64.97' 1375.02 FL IJ75.69 FL CONSTRUCT 8-TYPE D'CURB PER RIVERSIDE COUNTY STD No 204 4 70 LO; -T770-9'00" 7007.DC� 125.66' 62.91' 1 LOCAL DEPRESSION DETAIL 't — PUBLIC SERVICE BY 0-227-2600 9� 4 DO -TJ751'54' 1 993.00' 1 66.98' CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD.NO. 1000 TOLL FREE 1- —54; I!i I A PUB 117954- 1510.00' 1 298.64 149.81 MARK UNDERGROUND SERVICE ALERT REVISIONS - t - ADXSr TO GRADE APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WTH THE APPROPRIATE PREPARED BY: SEAL AS BUILT' SHEET NO. �- 34 L� COND17701vs OF DEVELOPMENT AND/OR CITY AND S7A7r LAWS AND HAVE BEEN ENGNERING J57N.SHERIDAN 57REET CITY OF LAKE ELSINORE FOUND ACCEPTABLE SUITE 117 RCE Expo DATE LAND PLANNING CORONA, CALIFORNIA 92880 12 M.�9 )95511)279-1800 REVIEWED BY: STREET IMPROVEMENT PLANS SURVMNG FAX 279-4380 .1 .6 93111 H51NORE HILLS WAD and Engineering,Inc. INSPECTOR CAMINO DEL NORTE AF- SCALE.,AS SHOWN BENCH MARK:ELEVA770NS DAIS TF OF 21 sH7s KCH ILUKAVINA,WX 4�28tr � DATE SHOWN HEREON ARE BASED ON RIVERS/DE COUNTY CITY ENGINEER IWAK NO.D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE �RC.E.NO 659JI DATE DA TE: MAY 2015 R 12 51,28IM5 4 07 P10-512912015 5.47 EX JZIARA�l��11AI OFCA01 ELEVAPON: 1423.258(NAVV 88) BENCH- C4M/NO DR NOR Tf 57A 47-00 TO 58-00 'ILE NO- ^ ` / ^ ' ' ' . ' � tu -CONSTRUCTION - 1394 M. kw- Cox rox EF i EEL 17. 11.00 7 YEN: pit FUTURE Tv�=IGWAE WA IER QUALITY SEE SHEET NO.3 BASIN Qf cE 10 SEE STOW t2 IN g6 DRA RIVY H-EE f- - E"S77MG GRADE ^,.�z \1 PROPOSED GRADE ` ' (REMOVE&WASTE AMC ROPOSED DIRT ROAD WAY STREET 5ECTION "A"A" Am (PROTECT IN PLACE) FRONTAGE ROAD 08—Tf 7 m CONSTRUCT J-1/2"A.G.OVER 4'A.B. a.#PER TYPICAL WC7701V ON SHEET 2 CONSTRUCT 8'TYPE 18,CURB&GUTTER PER CITY OF LAKE aslNORE SID.No.201 I&-CONS7RUCT SIDEWALK PER CITY OF LAKE ELSINORE NO.210,4-THICKNESS LINE TABLE CURVE TABLE CUR VE INSTALL sTRErr NAME Slays PER CITY OF LAKE ELSINORE SM.NO.4008 NO. A TABLE V�Rg� Glswq. No. DEL TA RADIUS LENGTH I TANGENT NO. DEL TA RADIUS LENGTH TANGENT cousmucr a-TYPE v cuRa PER RIVERSIDE cwNTy sm No.m Ro T 4— INDICA TES NEW A.C.PA VING CONSTRUCT 22000 LUMEN STREET LIGHT PER RIkERSYDE COUNTY SID.No 1000 DIAL 7WO WORIONG (c) 1256 56'1 14JDOO' J50.40 0822'08' 412.J9' 60.24' 1 JO.17' INDICATES EXISTING A.C,PAWNG TO BE REMOVED&RMACED INSTALL METAL BEAM GUARD RAILING PER CITY OF LAKE ELSINORE STD.NO. 41JA&41jo TOLL FREE 1-800-227-2600 SCALE., EVS77MG A.C.PA VING TO BE GRINDED&OWRLA YED AS SHOW Ov SID.PA WMENT JOIN DETAIL MARK UNDERGROUND SERVICE ALERT REWSIONS APPR. DA TF 0 40 80 120 160 SEAL "AS RUIL r' ADVST TO GRADE SHEET NO. THESE PLANS HA VE BEEN RETIEWED FOR COMPLIANCE WIH THE APPROPRIA 7F PREPARED BY: COND17IONS OF DEVELOPMENT ANDIOR CITY AND STATE LAWS AND HAW BEEN INGIAI 357 N.SHERIDAN STREET FE Sl C17Y OF LAKE EL51NORE FOUND ACCEPTABLE SUITE 117 LAND PLANNING CORONA,CALIFORNIA 92880 1 RCE__ EXP. DA TE 13 Engineering,Inc. OF 21 sHTs KEN 941*11114A, PU 421—w— DA TE SCALE., AS SHOWN BENCHMARK:ELEVA 77ONS SHOW HEREON CITY ENGINEER CA� ,- ARE BASED ON RIVERSIDE COUNTY BENCH— C4/W/NO DEL IVOR TE 5TA 58-00 TO 64-02 FILE NO. CITY OF LAKE ELSINORE �IARRII I�HADIAI�l C E�NO 619111 rTFMA Y 2015 MARK NO.D J07 RECOVERED PER RECORDS. � � . ` , � � , � , � ' - ^ ` I _ J — I I—I—I ! ^� 1� —_ - — Imo:♦i.r_ 41�A a I f - - - 1 � - {-L-7R-3SilfTSO� _- --- - - - _ _ 290 _ _ _ __J— — — I -- - - I _- 290 — _ J29_2�6�.O r 'I ! _ I 7288.3 - R' RC' I - — I $_D•D - _ — - - � r _ i __ - - --- - - • NV - 1 - �-JS=, 4 - __ - - - • }w - _ —_ 380 IN0 I =DATA U1/CFS - HYDk4UUCDA)AA — I 280 _ --1- J 1 VM A� fP5 !"I � bf- - w I SIB = =�-- - - 4,09 LF 42"'RCP - -- _ 1 1 f42�-RCP I 2o.1 F,12",il(l -f t!-t?lNK -PLPE - 2.s YF�f2•n' ;� ----� 9.�r-LF-47' --- -} - -r3o0-D- - - _ -- -- _ _- - PROFILE SCALE 4500-D _� J200_D - -1JOO-D:� -- - - - _) _ 1 _ r - - __ VERT: 1" = 4' 10 11 12 13 14 15 16 17 LINE A-20 STA. 17+00.99 AHEAD AND BASIN OUTLET STRUCTURE r' PER 7R.35337 SO PLANS SHT.16 Ill TR.35337 l \ BASIN#7 j I I I'l 'sn�♦♦♦\ � \ i I. l l \ I CONSTRUCTION NOTES P.M.30985 I(~_ �'A 1 I STORM DRAIN PER \\ 44 INSTALL 42'R.C.P.D-LOAD PER PROf1Lf R.CB EXTENSION AND I I PARCEL MAP 30985 ♦�♦ HEADWALL PER PARCEL I I III IMPROVEMENT PLANS R.C.P.♦�\j\ \ 45 INSTALL 42"D/A.EOU/VALENT RINKER CONCRETE ARCH PIPE D-LOAD PER PROFILE MAP 30985 IMPROVEMENT I PLANS I _______------__ _ _ I ,Ln�" CONSTRUCT MANHOLE N0.1 PER R.C.F.CD.STD.DWG.N0.MH252 -1Y90 5 - - --_ -- _ f _. ----_------------f -- ` ♦ \_ - --- ]BENCH BACKFILL AND ROADWAY REPAIR PER CITY OF LAKE ELSINORE S7D.NO. 602E - -- �- _. - - - '� CONSTRUCT MANHOLE FOR EXIS77NG R.C.B.PER SP.P.W.C.STD.PLAN 327-2 ! c �� - - -- - --- -------------- CONSTRUCT -- .99 ---- -------1290-wo - --T_.-yam - - --�. - --- _— =i A` -'--Y fUft/----- �\�. -1 07 0 ~ + 51 CONSTRUCT JVNC77ON S7RUC7URE No I PER R.C.F.C.D.STD.DWG.NO. 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DIAL �OU 0 40 80 120 160 1� CURVE TABLE YOU DIG 12 DAYS YOU No. a R [ T TOLL FREE 1-800-227-2600 ❑A 26.55'34" 45.00' 21.15' 1D.77' A PUBLIC SERVICE BY De so oo'00" 45.00' 70.69' 4500' UNDERGROUND SERVICE ALERT MARK REVISIONS APPR, DATE 7HESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.• SEAL AS BUILT I I COND/RONS OF DEVELOPMENT AND/OR CITY AND STA 7E LAWS AND HAVE BEEN ENGINEERING J57 N.SHERIDAN S7REET CITY OF 1 AKE ELSINORE SHEET NO. FOUND ACCEPTABLE SU17E 117 QgoFESSMA, o N RCE EXP. DATE ILL LAND PLANNING CORONA, CALIFORNIA 92880 ��'¢>S Hqo�"y UUUUUU 7EL.(951)279-1BGO r�4i o REVIEWED BY: STREET IMPROVEMENT PIJ�NS _ SURVEYING FAX(951)279-4380 65931 m EL51NORE HILLS ROAD and /f Engineering,Inc. INSPECTOR DA7E OF 29 SHTS 9 9' CAMINO DEL NORTf s SCALE. AS SHOWN BENCH MARK.."ELEVA BONS SHOWN HEREON KEN R4KAVINA,RCE pq 7F Tet Clvl� ��r ARE BASED ON RIVERSIDE COUNTY BENCH- FILE N0. f OF CAl F� CITY ENGINEER �P- LOLr DATE.• MAY 2015 MARK N0.D 307 RECOVERED PER RECORDS STORM DRAIN LINE A ZO CITY OF LAKE ELSINORf FARRIS N HA AD R. . .65931 DATE ELEVA BON.• 1423.258(NA VD 88) Orawmg:N:(ru[u Vmai Ur�eer yrv,ISLJ-rhry-51-wF-Spr4tlry p Jw.�o Say �e/r5/ml�a.0�vk Ymtte:6/re/mr5>lu Al y y tw, ' I I --- - - - ITT - - - -' - �� =1 _ � -�-� } -• - --I- ;- - - =� 'f - - _ - - - 1_ 3=� - � ��-1 t� 1= ia=F { - i,_, - - -- I- , .-_ t t - - �- - - rt -r �-,� JI_ .-. -.-� -_.- .- - -• ,-,-. - _. I �-1 -I - f f - ' f I '1 ._�,� 1 ==4-4-'-• _ -i - - -- - - -- - -11..- - ---.- .._.__.__: ! - ! ,�-��- I 7 -.�-�_ t _--I- -- - •--' - > - -- :-• - - - - - - - -- --- �� -I i420.67 SURFA _� _{1NV- , ��-'--� _ - - _ - SnNG SUR ACE - - - 140 - -- - - L� 4�0 - �j-I t :- ' -' --{- -_� ... .-,._. _. - ---- .-.- •-. 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SHALL COMPLY Wl1H n_,e os - - -- I - - -- -- - = THE RE UIREMENTS OF GENERAL 'o n .V - 22 FPS-J_- =W--==Al 24-FPs;�= i= =v =-26=FPs.�=ice - - =v -_=25-_FPs� - `t i- _ :_ E--=.+.-.v,,wx==16Ps,.-1- �� { _ Q PROFILE SCALE '- - =i= =�=J ✓ W ' -' - - -- NOTE NO. 13 ON SHEET 1. ---21956 LF:36'-RCP* :� - - � .�248 _7250-D Y f 1.= =fig- 1'_i 30'RG`P =124.45�F�0�(GP#- 1- _' ;. - HORZ: 1" = 40' - - -- - - - ---- - - - _ : 1___L ---- - ---•--"-- - - __-. ./ -.- - __/,/. t 1 I== - :- !-1500-D =-f '�= -'J=- - : .-_: -=f. =1--1= 1 1250-�0 =�-- _I- 1 -:�._'-:1250cD-: - t _ - - - VERT: 1" = 4' -t--t-.1_-�- -i .-1..-1 -I-- -- �- - -•----�-- _ t -.. .� - .�--�--. _,-. 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LINE E-4 1 61_ 42 INSTALL 30'R.C.P.D-LOAD PER PROFILE STRUCTURE PER nZ3HT.2 STORM GRAIN PLAN SHT.21 rn o 4 INSTALL 36'R.CP.D-LOAD PER PROFlLE FOR PROFILE FOR PROFILE @ \�\ 43 I °y ST..STA. n+4591¢CB.E-f SEE SHEET 20 SEE SHEET 20� I 4 c� 61 46 CON57RUCT MANHOLE NO.1 PER R.C.F.C.D.STD.DWG.No.MH251 1 WL21'V=7.99' m " III LINE E-13 II LINE E-6 CONSTRUCT MANHOLE N0.2 PER R.CF.CD.STD.DWG N0.MH251 1I r0 I q LINE E-13 STA. 13+25.00 0"� 61 h 'PFsi N I 5 BACK PER 7R.35JJ7 STORM of 61 �N� 49 CONSTRUCT BIFURCA PON MANHOLE PER DETAIL ON SHEET 16 - Sy. DRAIN PLAN SHT 15 +,; _,_ BASIN#1 �� -- 1 0., � 52 CONSTRUCT dilNCnON STRUCTURE N0.2 PER R.CF.CD.S1U.DWG N0.JS227 QI�h II Fi �. m i I 40 61 1 9 o-CONS7RUCT 7RANsInON STRUCNRE N0.3 PER R.CF.CD.S7D.DWG NO. 7S303 fill I 06 6� E \ - - SPILLWAY------ - // + / 59 5 61 53 4 54 CONS7RUCT CATCH BASIN NO..1 PER R.CF.C.D.STD.DWG.NO. C8100 q 16 mat O--CONSTRUCT CATCH BASIN N0.6 PER RaF..c.O.STD.DWG NO.. CB102 0 CONSTRUCT CONCRETE DROP INLET PER R.C.F.CD.STD.DWG NO.C8110 2 40 =W o-CON57RUCT SPECIAL CONNECnON 70 CATCH BASIN PER R.CF.C.D.STD.DWG NO.. C8109 `O3•\ --_ 0 0�90 B 1�0� 40 43 14 8 5 - - _ o-CONS7RUCT U-TYPE PIPE HEADWALL PER SAN DIEGO REGIONAL S7D.DWG.NO.D-34 L 12 W C � 59 CONSTRUCT nMBfR BULKHEAD PER R.C.F.CD.570.DWG N0.M804 5 xti°hb 6 3 7 4 61 CONSTRUCT PIPE ANCHORS PER SP.P.W.0 STD.PLAN 221-2 40 41 40 62 CONSTRUCT RIP-RAP PAD PER DETAIL ON SHEET 18 PR b I 2 5 �• 'p ELS/NORE HILLS ROAD r1 �� o- FOR PROFILE 9 _ SEE SHEET 20 \ 1 7R CT BbuNDARY LINE E-1 1 - - _ - _ LINE TABLE CURVE TABLE SCALE 1'=40' / - - �� -_ -- _ - � � � N0. BEARING DISTANCE N0. d R L T FOR PROFILE I 56 m/ No 1 N2641'16 E 82.40' ❑A 263844' 90.00' 4238' 21.59' 0 40 80 120 160 SEE SHEET 20 2 N727742 E 43.27' 6 5373'73" 90.00' 83.86' 45.25' N79D479 E 191.15' C 1977'15" 594.00' 199.96' 100.93' y 4 N007146'W 50.00' ❑0 5571'12" 4500' 4349' 7361' _ /• - --- i - _ _ z o ❑5 N067757E 18.25' E 28Y1327" 4500' 2204' 71.24' - ! 1 ST.STA. 11+40.68¢CB.E-2 - rn _ 6 N85J559"W 5580' ' W-14'V-6.58 x' FOR PROFILE - - � � -- - ❑T N640429E 111.18' p SEE SHEET 21 1 49 i 6 /N 65''48'W 58.38' E�� LINE F-9 s N565T42"E 25.28' / 10 N227455'W 2528' \ 1 56 APN - _ M.H.;F'1 46 11 N774T0TW 884T 12 N277742E 17.51' DW iWOWORgNG 377-340-0/5 `+ ST.STA. 14+75.00 CE C.B.E-5 BEFORE DAYS WORE 1 ro YOU DIG YW DIG FOR SHEET 20 " W'=14'V=6.95'55 14 N8973'08'E 40.63' / "' 15 13 N01%F224 E 37.41' TOLL FREE 1-800-227-2600 7 4o L/ [ 5q SEE SHEET20 A PUBLIC SERVICE BY �� lI I II I I a LINE E-3 UNDERGROUND SERVICE ALERT se l �. LINE E-5 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIA IF PREPARED BY SEAL AS BUILT" SHEET NO. CONDIRONS OF DEVELOPMENT AND/OR CITY AND ST47E LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN S7REET QROFESS/p CITY OF LAKE ELSINORE q FOUND ACCEPTABLE I SU17F 117 �° 5 N, RCE EXP. DATE /S I�n1 'e LAND PLANNING CORONA,CALIFORNIA 92880 �e a� o y lJ� TEL(951)279-1800 4p RENEWED BY.• STREET IMPROVEMENT PLANS SURVEYING FAX(g 279-4380 w b 931 m H51NORE HILLS ROAD and Engineering,Inc. * * INSPECTOR DA 7E CMANO DLL NOR7F OF 21 SHIS SCALE., AS SHOWN BENCH MARK:ELEVA 77ONS SHOWN HEREON nLE NO. KEN RUWvI►1p,RGE 14b DATE r4rEoecnuF°� ARE BASED ON RIVERSIDE COUNTY BENCH- STORM DRAIN LINE E CITY ENGINEER . ADDA R.C.£.NO.6593 DATE.-MAY 2015 MARK NO.D 307 RECOVERED PER RECORDS STA. 9+50.00 TO STA. 16+15.28 CITY OF LAKE ELSINORE FA 1 DATE ELEVA nON: 1423,258(NAND 68) ya:Izsa.ualrmml.nnrlmrl.ua-a.v-sr-m�-sarxcrs w..xz� so"w�/rs s:ca vu �orre:s/zs/rs sso,ur sr o�rx"e� ^ ^ + ' / + ' ^ / � ^ � ' ^ . � Cl rY ENGINEER 4-1- DA TE.,MA Y 2015 MARK NO.D 307 RECOVERED PER RECORDS. ' ^ 17- �7 A —4 4— iw�! -1 LJ_ 1A Emi I =I 4_--4 .7 �111STNG�SURFA -7 7 ROPOSEO-SURFACE-, Z# Mit'MK====t -A-4-4= MAW: 1 17:: -71 I I �i_A .......; - I ...... 14 1 -ROPO : I_'DIA RC L. =#7 ==4--' 4 --4 4=A ; i I STORM R :TRACT --1 1 71 �4- Ea .=f=l _T_ 1._4__il '.:SURFACE n 7_1 A �4365-L -1 -177=77 i... ..... ... 77-1 J-11 I Ffq7�=f-TRAC:J5JJ7jSTtdRM ='Em( =4 i=—p- 7-1 -1 7-1 _4--I--i I EXIS77NG _4 PRO OS�D .. ........ 1 4 ...... 35,17-STORWDRA#E�,` -EAISRNG�SURFA 7. 350-, . 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VINA,A US ZF2.91-te DA TE I PA01 ' ARE BASED ON RIWRSIDE COUNTY BENCH- CONNECTOR PIPE PROFILES i CITY ENGINEER 64-2pff - DA TE:MAY 2015 MARK NO.D J07 RECOVERED PER RECORDS. a7Id I,hliI-I--.1-V-0L--1, 1��l-1 $5/11/.11 I.- 110-4,V1-s Il A. ii,iI--1. CITY OF LAKE ELSINORE 5��5931 DATE I ELEVAPON: 142J.258(NAM 88) 1 1 ..