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Home My WebLink AboutTR 31593 SIP Elsinore Hills Road and Camino Del Northe_2015 page 1 - 21 CITY OF LAKE EL51NORE T ,'l GENERAL NOTES&RWREMENTS GENERAL NOTES&REQUIREMENTS(card NOTE TO CONTRACTORS 7HF EXISTENCE AND LOCATION OF ANY UNDERGROUND 10. ALL fM E R LACED TO CITY DISTURB£/) OR DESTROYED DURING CONSTRUCTION5TREET I PROVEM.r l • l I LAl ♦, UTILITY PIPES OR STRUCTURES SHOIYN ON MESE PLANS WERE OBTAINED BY A SHALL BE REPLACED TO GTY STANDARDS AS APPROVED BY 1Hf CITY ENGINEER. SD. / � r SEARCH OF AVAILABLE RECORDS APPROVAL OF THESE PLANS BY THE CITY OF LAKE CEN7ERUN£ TIES ARE 70 BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION SHEET'N f / l, '�;y ELSINORE DOES NOT CONS777U7E A REPRESENTA7701V AS TO THE ACCURACY OR OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY C C AND/♦�/� UNDERGROUND'UnUTY,PIPE OR STRUCTURE WTHIN THE UMI7S OF THE PROJECT THE 71. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE EL51NORE HILLS R D C4MINO DEL NOQ TE z/ �; { CONTRACTOR IS REWIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE WITHIN PUBLIC RIGHTS-OF-WAY BEFORE ISSUANCE OF SAND PERMIT, THE a _ 1 ` PR07EC77ON OF ALL UnUnES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF PLANS OR NOT.ANY SHALL BE REPAIRED ORnRE REPLACED DAMAGED0TH SAnSFAAC770M OF THE GOVER DURING THE PERFORMANCE NING AGENCY PERMIT MUST BETHE WORK INSURANCE AND EWESENIRED BONT G FOR PUBLIC THE JOB 97EIMDURINGMENTS THE THE TOTALN77ME OFMfNT 7HE OWNERIDEVELOPER GEOTECHNICAL ENGINEER ENGINEER BY THE CONTRACTOR AT HIS EXPENSE. PROJECT CONS7RUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS K&A ENGINEERING INC. INC .CINSPYGLASS RANCH(RIVERSIDE)ASU V,LLLP G£OTE a CIO PACIRC COVES/NVESIMENTS 710 EAST PARKRIDGE AVENUE,SU17E 105 357 N.SHERIDAN STREET 1. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIRCA77ONS FOR PUBLIC 12. lF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT N0. 8 OFFICE OF � CORONA, CA 92879 SU17E 117 ig 1200 WAIL STREET SU17E 220 WORKS(LATEST€Dl77ON),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT CALTIRANS, PLEASE MAKE REFERENCE TO THIS FACT IN THE `UEN£RAL NOTES' NEWPORT BEACH, CA 92660 TEL- (951)710-1160 CORONA, CA.92880 IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND SECTION OF THE IMPROVEMENT PLANS TEL (714)318-3500 PHONE: (951)279-1800 CODES AT ALL TIMES. FAX (951)279-4380 2 THE CONTRACTOR SHALL N077FY THE CITY PUBUC WORKS INSPECTOR, FORTY-EIGHT- T�� 9 p (48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) a8 674-3124, 'EXTENSION 247, BETWEEN THE HOURS OF 9:00 AM AND 4.00 PM, t/iA,,yRV `,r,,� MONDAY THROUGH THURSDAY. J. CNS ON7RACTOR MANUAL AND MAINTAIN ATCH MANUAL AT ALL MESCDURI CORDANCE WITH A DURING CONSTRUCTION, AS 1 , �T / - APPROVED BY THE CITY FNUNEER OR HIS REPRESENTATIVE. FAILURE TO DO SO - .`.l^, gy SHALL REQUIRE IMMEDIA 7E WORK STOPPAGE. 4. IT SHALL BE, THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE V !g SLZ LINE J REPRESEN7A77tE AT THE JOB SITE,AT AU 77Mf5 DURING CONSTRUCTTON. T e® jf SHEET r� RILEY S �'-- r 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE s NECESSARY RELOCATION OF ANY UTTUTIES, CONTRACTOR SHAH NOTIFY ALL UTILITY COMPANIES INVOLVED, AT LEAST FORTY—FIGHT (48) HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133, AT LEAST FORTY—FIGHT (48) HOURS PRIOR TO - "`�• '� �� BEGINNING WORK. 6. THE CONTRACTOR SHALL BE RESPON57BLE FOR THE CLEARING OF THE PROPOSED ✓ 1 v �"--S.D.LINE WORK AREA AND RELOCATION AND COST OF ALL EXIS77NG UDUTIES SUBD/NDER SHEET 19 MUST INFORM THE CITY OFLAKE ELSINORE OF CONS7RUC77ON SCHEDULE, PR10R TO t5HEE7 8e g BEGINNING CONSTRUCTION O 0A ' rr' /✓! ,Q 7. ALL UNDERGROUND FACILlnES AND LATERALS INCLUDING BUT NOT LIM17ED TO SEWER, " 4 T� ✓� A` WATER TELEPHONE, LIEC7RICITY, GAS AND DRAINAGE FACILIRE5 SHALE BE IN PLACE „„- °° fi f Ai_ tZ 7' '" PRIOR TO PAVING THE STREFT SECTION. 5� �v� e —S.D.LINEN 8. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL 1ES75 WILL BE TAKEN AFTER /f✓` 1i 1 — C ROUGH GRADING, TO DETERMINE THE EXACT S£CnON REWIRED. SEC77ON 7HICKNESSES qua SHEET 18 SHOWN ARE FOR BONDING PURPOSES ONLY. '°�' " CJ�'' C Y F RI � � PEA lE IT 9. ALL EXISTING UNDERGROUND UTIUnES AND STRUCTURES MUST BE POTHOLED AND }5 I-, qN•a' ELEVATIONS VERIFED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE s NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REWS/ONS SHALL BE/N THE FORM OF AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER I°4 FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 4r � —SD.LINE G .:° xie� �� +''� r IYASSCN rLg1N�R�SHEET 18 y f r � _ y ry f# �, fiSHtiEi P,vtecr I( ,�:a t r t,. _ r" } Nyn K•� - r N'jam,�e Me �. 'P. —sD.LINE f SHEET 17 If �. LAKE �c w / J6 _ } El.SINORE P 100 D. r i, PCB l S LINE E g SHEETS 15.16 s° �� VICINITY MAP �51 r• a �E � �� `� ABBREVIATIONS THOMAS GUIDE-RIVERSIDE COUNTY(2007)PAGE 866, GRID F 2 1� N.T.S. !„i 1 `�" �• •®��g 5{, �"' 1• BC BEGINNING OR CURVE ( ,ems•", _ _ �°" �3� TOWNSHIP 55 RANGE 4W,PORTION OF SECTION 32 pp BOY? BEGINNING OF CURB RETURN BI/C BEGINNING OF WRncA CURVEBW BOTT70M OF WALL NOTIFICATIONS INDEX MAP CL C£NTERUNE SCALE 1"=250' OF CURB FACE CONTRACTOR SHALL NOTIFY THE FOLLOWING UnUn£S OR AGENCIES AT LEAST 48 HOURS/N _ 3 SHEET 4 EC END OF CURVE ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION: -SHE �„•i,, •35337.3 0 250 500 750 1,000 ECR END OF CURB RETURN RIVERSIDE COUNTY 7RANSPORTA770M (951)955-6885 VIA(,ARDA - EP EDGE OF PAVEMENT DEPAR7MENT-CONSTRUCTION SECTION: T/L 35337.3 EIC• END OF VERTICAL CURVE AT&T (800)248-3632 �INO ` �0 S7RE£T LIGHT FZ FLOW LINE ELSINORE VALLEY MUNICIPAL WATER DISTRICT. (951)674-3146 DEi NORT£ LEGEND FS FINISH SURFACE TRACT BOUNDARY PROPOSED R/W G US RIVERSIDE COUNTY FLOOD CONTROL DISTRICT (800)955-1200 SOUTHERN CALIFORNIA GAS CO.: (800)272-2600 CENTERLINE PROPOSED CURB&GUTTER GB GRADE BREAK HOA HOME OWNERS ASSOC/AnOV SOUTHERN CAUFORN/A£D/SON CO.: (951)928-8323 RETAINING WALL ti<; PROPOSED SIDEWALK - UNDERGROUND SERVCE ALERT(USA): (800)227-2600 OR 811 INT INTERSECTION PRIVATE ENQNEERS NOTICE TO THE.CONTRACTOR: _ _ _ _ — fsnNG R/w Y TOP GV'SLOPE � LA LANDSCAPE AREA 7HF EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LITY PIPES CONOUl7S. OR S7RUC7URES SHOWN ON THESE PLANS WERE 2.•1 I SCOPE RA MOO MIDDLE CURVE INDEX Of SHEETS }� j7 OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOKEDIE; THERE ARE NO EXIS77NG URUnfS EXCEPT THOSE =1___1._ MH MANHOLE RT SHOWN ON THESE PLANS. THE CON7RACTOR/S EXPECTED 70 TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTUTY LINES SHOWN TO£OF SLOPE NG NA TURAL GROUND ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE U77LITY PIPES, CONDUITS OR SHEET NO. DESCRIPTION STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS CON7RACTOR AGREES INAT HE SHALL ASSUME SOLE AND COMPLETE - EX1S77NG FENCE OC ON CURVE RESPONSIBILITY FOR JOB S17E CONOTIOIS DURING 7HE COURSE OF CONSTRUCTON ON THIS PROJECT,INCLUDING SAFETY OF ALL OT ON TANGENT 1 T17LE SHEET&INDEX MAP PERSONS OR PROPERTY,• THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIM17ED 70 NORMAL WORKING HCURS• EDGE Of PAVEMENT PCC POINT OF COMPOUND CURVE DIAL mwooK THAT THE CON7RACTOR SHALL DEFEND,INDEMNIFY,AND HOLD THE COUNTY, THE OWNER,AND THE ENGINEER HARMLESS FROM ANY 2X GRADE 2 CONSTRUCTION N07ES&STREET SEC77ONS Bffm DAYSBBTORE AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CON77?AC70R SHALL PL PROPERTY LINE YOU DIG YOU DIG CALL/N A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT(USA)PH. 1-800-227-2600, TWO(2)WORKING DAYS PRIOR TO PRO POINT OF REVERSE CURVE DIGGING NO ENCROACHMENT PERMIT ISSUED BY 7HE RN. CO. TRANS DEPT. SHALL BE VALID/NVOLVNG UNDERGROUND FACILITTES STORM DRAIN 3-13 PLAN&PROFILE SHEETS TOLL FREE 1-800-227-2600 PV POINT OF VERTICAL INTERSECTION A PUBLIC SERVICE BY UNLESS THE APPLICANT HAS AN INQUIRY lDEN77F7CA77OV NUMBER ISSUED BY UNDERGROUND SERVICE ALERT CARE SHOULD BE TAKEN UNDERGROUND SERVICE ALERT 70 PREVENT GRADED DITCHES AND SWAGES FROM UNDERMINING STREETIMPROtEMENTS i STREET NAME SIGN SO STORM DRAIN 14-21 STORM DRAIN PLANS MARK- REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FDA'COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL AS BOIL7A CITY Of LAKE EL51NORE SHEET NO.CONDITIONS OF DEVELOPMENT AND/OR GTY AND STAIE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET v ofESSm q FOUND ACCEPTABLE SUITE 117 So s w. 4!F RCE EXP. DATE (TD ��pv/ADD I l LAND PMtVMNG CORONA, CALIFORNIA 92880 ��e /�oo m� REVIEWED BY J/FEET �nOVEMENT PLANS ':.. 7EL.(951)279-1800 4Q o m HYNORE HILLS ROAD and ��%•'"— �r .ri�/RVE•Y/NG FAX(957)279-4380 w sat ^ �/ Gf„�,�� Engineering.Inc. * * INSPECTOR DATE �11110 DQ NORTE OF 21 SHTS sr civt4 �p SCALE.,AS SHOWN BENCH MARK.. ELFVA BONS SHOWN HEREON TITLE SHEET&INDD(MAP FILE NO. imm RtI wulk,RCE 4Z9W DATE ARE BASED ON RIVERSIDE COUNTY BENCH- CITY ENGINEER b-/_20/S`,_„ FOFCAUF� Y 2015 MARK NO.D 307 RECOVERED PER RECORDS DA7E7 MA CITY,LAKE ELSINORE FA .H AD 931 DATE ELEVA 77ON• 1423.258(NAND W) /#EIMIg:R\254T20irmml5freel\IMP\,N-PCH-Si-IMF-OI.a.9 Caycu;'-II RtH-ST-M:1'-ELSNYWF HI[[6 ROAD-Oi SowN:%I6%G;5 1.AY PooftM.'6/16 16i5 RS3 AN BX Dmrzy Horton CONSTRUCTION NOTES& QUANTITIES (t - CONSTRUCT M1N 5-112'A.C.OVER 6"A.B. CL.lI" 182,845 SF /4 REBAR, YIELDED CAL TRANS 2D- CONSTRUCT MIN 5'A.C.OVER 6"A.B. CL.I7" 486,770 SF R/W 90' R/W RfW 90 R/W TO BE MAINTAINED 2'WIDE S7EE1 STRAP O WITH 3f8"BOLT 2' 45' 45 45' 45' BY H.O.A. NOT USED ----3 - --- -- PROPOSED FINISHED 10' 35' VARIES 10' 35' 35' 10' 4O- CONSTRUCT 8"TYPE B'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO.201 19,522 LF GRADE 4' 1 6' 4• EX1S77NO PAVNG 4�-t 6' 6' 4' r(a) SAWCUT&JOIN EXISTING Q 4 2 O i PER DETAIL A7 LEFT 4 /---` 5a- CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE NO.210, 4"THICK 86,045 SF p I i 24 DIA. CSP' 4 1 -0.2IX TO-5.35X 12� �-0.19' 2Z p� i 6 CONSTRUCT TEMPORARY 2d"CUP RISER 1 EA ' --- .10 TO 4.44� - o- 1/2 D/A.HOLES,-r•-'- - �� 2�. 1249 TO 370K 3ARtESSr% '. y VARIES: i 12"DC'AND - l ay O 7D- CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE SID.N0.214A 2 EA STAGGERED yo f �' ....,r •-•"" i O8 -- INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STD.N0.4008 8 EA -T _ J 9�'RIW STREET SECTION 90'R/W STREET SECTION 18"SO LATERAL :di 90-- SAWC'UT EXIS77NO A.C.PAVEMENT AS SHOWN ON PLANS 1,960 LF C4MINO DEL NORTE EL51NORE HILLS ROAD 0- CONS77?UCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD.NO.311, CASE B 10 EA 26+00 TO 47#00 11+30 TO 76*60 IN NTS I.=S 1tA CONSTRUCT LOCAL DEPRESSION PER R.C.F.C.&W.C.D.STD.DWG NO.L0202, CASE 8 4 EA FLOW ryp T.L TL= 8 CAL IRA 12 CONSTRUCT TYPE 8A CURB PER CITY OF LAKE EL-SWORE S7D.NO..203 2,775 LF J D "� ° p e° R/W I00' R/W R/W R/W 15 CONSTRUCT 22000 LUMEN STREET LIGHT PER CITY OF LAKE ELSINORE SID.NO.502 51 EA e D ° N - 50' 50' 44 -__44' 10, 40' 40' 10' 12' 32' 32' 12' J6 CONSTRUCT PARKWAY CULVERT TYPE A"PER CITY OF LAKE ELSINORE SID.NO..70OA 5 EA ° e 4' I 6' 7' T MEDIAN TC GRADE 15 6' 6' 6' 6' 0.53'ABOVE CL GRATE �^ SET TEE SECTION!N WET ANCHOR BLOCK MIN. 5 SACK/C.Y. __ ^I Q 7 12 MEDIAN 12 I J5 4 2 4 5 17 CONSTRUCT RESIDENTIAL DRII�WAY APPROACH PER RIVERSIDE COUNTY STD.N0.207 - 6 EA ---� 4 1 4 I CONCRETE FOOTING& CONCRETE OR METHOD APPROVED �. 18 NOT USED TROWEL INSIDE TO DRAIN BY BUILDING OFFICIAL 2% 2$ 2% 2X 2% 13 2% 2% % --- �'--' - `ii�i.`� .�•. ri / _..- 24"CMP RISER & DRAIN PIPE DETAIL - `` - 19 CONSTRUCT 8"ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STD.N0.207 770 IF s Nrs q �y O- INSTALL METAL BEAM GUARD RAILING PER CITY OF LAKE ELSINORE STD.-NO. 413A&413B 1 EA 100'R/_W STREET SECTION _88'R/W STREET SECTION 0— EVS77NG A.0 PAVING 70 BE REMOVED&REPLACED AS SHOWN 25,240 5F CAMINO DEL NORTE - ELSINORE HILLS ROAD o- EXIS77NG A.0 PAVING TO BE GR/NDED&OVERLAYED AS SHOWN ON STD.PAVEMENT JOIN DETAIL 1,285 SF 47#00 TO 61+59 77+95 TO 85#15 N1S NIS 23 CONSTRUCT RETAINING WALL PER SEPARATE PLAN&PERMIT 105 LF T. 8.5 7.L= 8 24 AD,AJST TO GRADE 37 EA R/19- _ go, R/W -FINAL STREET STRUCTURAL SEC77ON SUBXCT TO R-VALUE 7ESRNG BY CE07ECHNICAL ENGINEER AT THE 77ME OF CONSTRUCTION - 45 --------=— STORM DRAIN CONSTRUCTION NOTES & QUANTITIES 10' 3s' ( 14• " 35' 90' I6• I_.4' a- INSTALL 18"R.C.P. CLASS IV 948 LF 6 Z 2 4 O ELSINORE HILLS ROAD _ 0— INSTALL 24"R.C.P. CLASS IV 1352 IF / 2X O1� ------ z.�w,mU� / Tv7'-- 42 RC.INSTALL 30' P.D-LOAD PER PROFILE 861 LF ----- 7EMPORARY RISER �-- INSTALL 36"R.C.P.D-LOAD PER PROFILE _ 445 LF _ _ R �Op�j y T,qp r / / figp , � / "�- � T` - STORM DRAIN �- INSTALL 42'R.C.P.D-LOAD PER PROFILE 471 IF FUJURE IMPROVEMENTS i// l l 7Vfi• j I !� �{ C��R!YY INTERIM STREET SECTION GRADE THIS AREA TO DRAIN /�� ll 't ' ,' !-II ELSINORE HILLS ROAD 8 INSTALL 42'DIA.EQUIVALENT RINKER CONCRETE ARCH PIPE D-LOAD PER PR 203 LF FUTURE SPILLWAY l�/l t 11#30 TO 43+00 �- CONSTRUCT MANHOLE NO..1 PER RC.F.C.D.STD.DWG NO.MH251 10 EA NTS ✓oiNsrRvcr [�f �/ 4 ` l I� , �, 47 CONSTRUCT MANHOLE N0.2 PER R.C.F.C.D.STD.DWG NO.UH252 4 EA NOTE.' INTERIM SECTION AT ELSINORE HILLS ROAD APPLIES /F TR. 35337 /S NOT CONSTRUCTED 48 TRENCH 8ACKF7LL AND ROADWAY REPAIR PER CITY OF LAKE ELSINORE SID.NO 602B 8000 SF %J�p frq!! r�SO w �s qr 4, A`//' / lrir PRIOR TO OR CONCURRENTLY WryTH 7R. 31593. awl aeR �'r 49 CONSTRUCT BIFURCATION MANHOLE PER DETAIL ON SHEET 16 1 EA ,J /��_ J TTT lJ CONSTRUCT MANHOLE FOR EAIS77NG R.CB PER S.P.P.WC STD.PLAN 327-2 1 EA ='-'• ' ' !' 1 51 CONSTRUCT WNETION STRUCTURE ND1 PER RCF.CD. STD.DWG.NO. JS226 - t EA Q �� 7 ^�,/ SO 52 CONSTRUCT JJNC770N STRUCTURE NO2 PER R.C.FCD. SID.DWC NO.JS227 8 EA �€ o 53 CONSTRUCT TRANSITION STRUCTURE-N0.3 PER RCOCD. SID.DWG.NO.. T5303 6 EA &- CONSTRUCT CATCH BASN NO.I PER R.CF..CD.SID.DWG.NO.. CBIOO - 6 EA („) �.., r �� i �, �� PROVIDE SMOOTH IRAN5777ON 24A 2'MIN. OWRLAY SAWCUT 1' CONSTRUCT CATCH BASIN N0.6 PER R.C.F.C.D.STD.DWG NO. C8102 2 EA ®'v , _ s ,- �, .p� 0.10'MIN THICKNESS MIN INTO r r ° '•,,y J �� , �I�I _ OR AS DIREC70 EX7S7TNG �,�'-- CONSTRUCT CONCRETE DROP INLET PER C.D.R.C.F. SID.DWG NO. C8710 10 EA EXISTING 54"STORM ORAL -" �`'- ! ,.�g'}•$8 � `Z i( PAVEMENT PROPOSED 36"STORM DRAIN Y -1 EA ,� ate, _, r�' {i' Itl EXIST.PAVEMENT GRIND EXIS77NG PAVEMENT NEW PAt�'MENT �- CONSTRUCT CONSTRUCT SPECIAL TYPE PIPE HEADWALL PER S N DIEGO RE610MALL N TO CATCH BASIN PER SID.DWGW NOND-34 1 EA / f ~ �} /f/th TO A DEPTH OF 02' k�k 6 vti�1i 1 k 2 \ � 1 PRO fC7 BOUNDARY �- CONSTRUCT 77MBER BULKHEAD PER R.C.FC `A STANDARD PAVEMENT l0/N DETAIL D.SID.DWG.NO,M804 4 10+55.01 CfL ELSINORE H7LL5 OR. k a r � 61+32.14 C L CAMINO DEL NORTE 60 CONSTRUCT PIPE COLLAR PER RCFCD.SID.DWG NO.M803 - 1 EA 61 CONSTRUCT PIPE ANCHORS PER S.P.P.W.C.STD.PLAN 221-2 6 EA �\ 62 CONSTRUCT RIP—RAP PAD PER DETAIL ON SHEET 18 IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR INTERIM INTERSECTION DETAIL RT ALL EXISTING PLANS AND COMPILED A F1fLD SURVEY OF ALL ABOVE GROUND APPURTENANCES. K&A ENGINEERING, INC PROVIDES NO WARRANTY AND ACCEPTS ND CAM/NO DEL NORTE ct ELSINORE HILLS ROAD RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE- SCALE: 1'-- 40' � X GROUND U77LITY EITHER INSTALLED BEFORE OR AFTER THE DA7E OF THE \\ DIAL w DwowoAYS c PREPARA77ON OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE X ALERT 0 1-800-227-26DO TO VERIFY LOCA77ON OF EXIS77NG UTILITY LOCA770VVS AND \ YOU DIG SHALL CONTACT THE ENGINEER OF RECORD/F THERE IS ANY MATERIAL DISCREPANCY. \ TOLL FREE 1-800-227-26DO A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SC rSS MARK RENSIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL AS BUIL]' SHEET NO. COND177ONS OF DEVELOPMENT ANDfOR CITY AND STATE LAWS AND HAVE BEEN � fNGNaRING 357 N.SHER/DAN STREET Q�oFE�,aN CITY OF LAKE ELSINORE FOUND ACCEPTABLE K� SUITE 117 rvo\Z N.,,�,,[yry�4gl�, RCE EXP. DA7E 2 LAND PUNNING CORONA, CALIFORNIA 92880 �� oo yc, REVIEWED BY. STREET IMPROVEVENT MANS TEL(951)279-1600 �_ 90 m ELSNNORE HILLS ROAD and )1 S(/RVEYiiVG FAX(951)279-4380 � N 65937 z OF `L/ $HTS Engineering,Inc. * * INSPECTOR DATE CAMNO DLL NORTE mr civn r SCALE., AS SHOWN BENCH MAMARK.,ELEVATIONS SHOWS✓HEREON FIE NO.. KEN RUKAVINA,RCt 1424W DATE 9TFA��Fp�� ARE BASED ON RIVERSIDE COUNTY BENCH— orC - CITY ENGINEER —�'.�� DATE MAY 2015 MARK NO.D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE - ADDAO R.C.. 931 DATE ELEV4770N 1423256(NAVD 88) ko s x:\n<.vofr,ays�+aer�r *za-vur-sr-aF-oze y ::.rw-wn-sr-ux-<csrxarc macs aou-oz soma s/r5IM 5 rw vbrr /ors asz AM sr y Morto, 17 a agl�o PROPOSED TC. GRADE x , , 41 _r ; +o - of EXISTING GRADE CIL-, t nh 0 .,5 LEFT \ I I , , , s= , -, s ! � r S , i ' , o'` +o � '' �v 9( +•. ,c nb4' �!ti 6°i4 7 ci W , _ f -�.1 Q 44 - µ-,4, '1? R „ I .. -•�:.M. 3b0 ��kAtib� '^ ,�g5i&G5� .SIN ?.':?' � t f - I. � 1 �v1 t+. N �0- �:yv ot•- I , ' i .Wry .:. i :. i i` _czi �(p .-.:.... ,,�504�G� �kw� I� ol.,; i, ,• Q• : i .; : {� 1; __-, ;- _ � t ._ ,- _'- -- :_ ;-.-- . ;ti: Ei as, :"a`o"+�".? '.!" 1'I x0.. _o o a. •� ! } �. b.;,, v T` -•.i`� P�G1'I T-5.69%/' a m K v I o - ti �I=' �, '. Q�.r '..^� I.:. oIN .-.L., f /� y+l ( - _ _ N�^. i _..-. t.- 7465- .'.F -739.5- vl -:N MIT .. n �. Imo. +�•�q ! ",f ✓ ��r , 4§ ^,.. � , /q�� P,ROPnSED GRADE 0 �!Lip -�'.. T. a:_ , files -' -t•m. Lam.•,„ ! 9®. : "i>n t ,.-,. i _..\ �. _. a _-A i - � r:-< Y . . �I -✓ ci `�'Id ti' ZAI �In ,.. orb �v y�,.e Iv-IIw: � ! :.. �i .. 455- r %2,D03& _200�' , �,6 V26.24'V.r. hii t alrn +' / �7393.54r, - C7J✓7B ,. w r-5.699i. s ¢ s �. .�' 2 PROPOSED T. . GRADE t nip 35'R1G1�r , PROFILE SCALE }. q T� t , J F ,.:- 1 t': + i � v3 yN.p- y j } t t ,;_j i - HORZ: 1" = 40' Y r nT EXTStTNG qwE. C2 - - ��# Ia , g + \ VERT: 1" = 4' 10 11 12 14 15 16 17 18 19 20 21 r� �` `� - - ,a�,r ��7--� � �—� -_- � f _ - - _ _P� BOUNDARY - --- - - - PROPOSED 36"STORM DRAIN £xLSTINc 54"STORM DR4W CAMINO DEL NORTE > r> SEE SHEET NO.13 PAarECT BauNanRr ,V V `` �� 'V 1- '-� - -- - s�sroxM DWN PtANs 1 8 - t warER..� 11 '- g C �� i; V 1 ^ WATER QUAC/7? �.. �:' -� - - PROP. a"se EP 2 BA37N - ti \ SEE m X STORM DRAIN PLANS l / $ , TRACT 35337lI _ --- - 5 10+55.01 C L£LSINORR�HILLS DR. '� I / .-- -- - - I _ - -_ I 61+32.14 C CAMINO DEL NORTF '� l `� - _--- 5 --=-R i / ._ �',, ` " ' \ R� - �" ,PRGIECT$OUjV, ./ / � ( i ; tl`'sL / 'tit d'S >�9 ✓•.,.,,.- ", '�j sC d:4_T�-...- �- � ,s>, / / \ , `�._�„� :� rN£ \ iy , m 4 .��o 'dry _ -_ : "< Ins NDICATES NEW A C.PA WAG X i 1 � 4, r r r ' S£E57C1RM N: ��w -' `mac, -•.. / A. . /w 1 ;_DRY n I; � i 7 _ - >�g- �s CONSTRUCTION NOTES > x i r rt SO' i r _ CONSTRUCT MIN,5 AC.OICR 6 A.B.CL If . DAYUGHTIL6JE PROJECT BOUNDARY _ SCALE• 1'=40 4 40 1 ! /�o _ �_,��f 1 r'} f�--CONSTRUCT 8'TYPE 9'CURB&'GUTTER PER CITY OF LAKE ELSINORE SID.NO..201 y !- - - `� ELSINORE HILLS ROAD r fir+ - 3�-CONSTRUCT SIDEWALK PER aTY OF LAKE ELSINORE NO 210, 4"THICKNESS 0 40 80 - 120 •' 160 ,!,,!f '. ! a I IT t,/. t /�^-'t—=' �'-„s'�. '.��, �• �:.� n n�... ,'� n r n n a o 0 1393.60 IC 1394.04 IC 'o `�4. 1416.68 TC 1417.87 TC o-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO.214A LINE TABLE CURt/E ]ABLE ^ r3szsD fz f39�a FL "+ 141568 f1 14l&87 FL '4-,"+ "+�'b 13936E TC •� ;, 1394.40 TC F mw �,r��^' 141644 IC ,-:f41d TC ®--INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE SID N0. 4008 FT N0. BEARING DISTANCE N0. DELTA RADIUS LENGTH TANGENT — .x,,: p - - r,. '..: t Nf9Y14'29"f 309.62' A 92'4959- moo' 56,71' 36.77' f392.94 FL �„: .7+v<r •3 f39373 IL f41577 fi' •' ""t4f7.67 FL 2 N007246"W 50.00' 9 90t7000" 35.00' S4.98' 3500' r -_ __,�' 1f CONSTRUCT LOCAL DEPRESSION PER RIWRSIDE COUNTY STD.AID 311,CASE 8 c 197715" 600.00; 201.98' 10 995 --� - T -- 141&34 IC :: " 141847 TC r• - CONSTRUCT LOCAL DEPRESSION PER R.CF.C.&W.GD.SID.DWG NO.LD20Z CASE 8 ' p 1977'15' 565.00' 190,20' 96.01' 13u93 Tc 1395.46 7C $ o �� 141567 fC f417.&1!Z �' °` �$"' �' BEFORE DAYS BffORE f39326 fL t394.79 fG �3 �t cs fs �` 13 h 15 n c� 15 CONSTRUCT?2000 LCLMEN STREET LIGHT PER CITY O LAKE ELSINORE STD.DWG 502 'wo wo, e 197715" 63500" 273.76' f0790' X f416.60 TC 1417.95 IC o ^ ^ YOU DIG YOU DIG F 2526•'20' 1100.00' 488.39' 248.29' 1394.07 TC 1395 f6 7C ;o±w A�^w^m f4J560 fL 1416.95 fL °O N"� c'" 17 CONSTRUCT RES/O£NUAL O7/YEWA Y APPROACH PER RIVERS/O£COUNTY STD.N0.207 139J07 FZ 139A16 fL TOLL FREE 1-800-227-2600 p 2526'20' 1I3500' 50393' 256.19' LOCAL DEPRESSION DETAIL LOCAL DEPRE55JON DETAIL LOCAL DEPRESSION DETA2 LOCAL DffRESSION DETAIL A PUBLIC SER�CE BY rT 2576'20' 1L76500' 472,85' 240.39' #`E-4 Q4-A&VST TO GRADE UNDERGROUND SERVICE ALERT rt SC4LE 140' t Ste• l=2o' 1=20' 1 MARK REWSIONS APPR. DATE 7HE51'PLANS HAVF BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL AS BUlt1 SHEET NO. COND177OJS OF DEVELOPMENT ANDIOR CITY AND STATE LAWS AND HAKE BEEN -�L VEERING 357 N.SHERIDAN STREET QpOFESSrpH CITY OF LAKE ELSINORE FOUND ACCEPTABLE. (� SUITE 117 �o s N. ,<F RCE EXP. DATE 3 LAND PLANNING CORONA,CALIFORNIA7-180 92660 ��e��, °po�� RENEWD Br.• — STREET IMPROVEMENT PLANS 7EL.(951)279-1800 y 4Q ` 9a m ELSINORE HILLS ROAD and (� SURVf17NG FAX(951)279-4380 � N 5931 � � �� Engineering,Inc. * * INSPECTOR DAIS CAMINO DEL NORM sr crvu- �4 SCALE: AS SHOW BENCH MARK.•ELEVA77ONS SHOWN HEREON FILE NO KEN RuKA V1NA j RCE 42tldo DATE ArFpF�Av`FOR ARE BASED ON RfAiRSIVE COUNTY BENCH- HNNORE HIUS ROAD STA 10,00 TO 21#W CITY ENGINEER ��"'� DATE. MAY 2015 MARK NO.D 307 RECOIrF.RED PER RECORDS CITY OF LAKE ELSINORE FA AODA R.C..NO<65931 DATE FLEVA770N. 1423.258(NAVD 86) Orax4q:R izs�.�ir'+'o''15txnlnwi.ua->'�'-ST-mf-OSew9 Y+" 3M-�•-S)-Wr-£i4NOAf/4Y[5 ROAD-OJ b,eC Sf1;/10f3 11:01 AN MONe1 5/13/T015 STe A4 BX�+nY Nortm r � 6 PROPOSED TC. IGRADE� y, 'vl ir; i ;_ +I°' �. �, o � I :� •.:. _ I r r:._ } � 35.-LEF- _, 7 ::,._ ,� Ic "a : / � I_ ?"i,> -�•�= _ � _ G.n wlo cn=fi �T..::: _t_. '- � � - r_XIS;INC GRADE C c w h:_ - v, =t - .o:l�. ; / o:n F,o�� - J _.q ,00 _,.. 35%' 4.3 G2- Z..� _, .$o !.. ,.,:K`... � ." /� ";-� , c,v: u'{<`.r_. oh.... �.:.- ..!py}c3,:+6a6 - � I n �..�� .• G�C- -!- �'!^` .- ��.. Y t i_-- �_.:?- .::.,y '-t. , i.?:::I .: �1-� /•06 C;, �� +" �I>; y :; ,T : '.. L. I I (_. cl`_: - ,.. of :1;R; cyl•_ _ #_� i'-""r :- .�. -. : I .gym-• �,l� __�... h�. ...wl - t- .. 4. L: , ti'� y _ L.. i'y caw G . . "+-;"� �„-W i _-t ,: _a. .. Ir.�.:ry :/ /. OIV' :Z' `"^� h; i Git`•, Al,., G. ,, "�N,�-..� _. i:� -,r -�. I : ;;G , :. IL: �I,-:. _. _, ,<_ o,l__ c.1m a ��. � o'r<; �;1 .,' "' ,..--'•"'... a[ •_:r'"t !� _: f I:___ 1 ' p.�1�„A''� .:. x .✓¢ .tiles hl '� �e,�,..•-"�'''-�"- WQ -.ci hi^ i / , �.�_+ -: _.. _ _ :vra I a^I ,,r s\., I /..,/ :/^CQ' ,N. c, ..i,^ , o;'a „..:v I- �r•� ,, '�' I++:, c _i.m� ,. _ ./•-'.^ \f G.:_/ � "-+ p- t -.:1 - _:'wax .<. : .. 1 y,ad _I i;;.. -+-•^-.. '.L 5C"y„ c :*:,a i �;i,c cc,c' ,-! ,' � I o,c' r,:w 3. ,- i -.. �Cp.��+. fv ::'S# t:: ..v- o,l -.. ',, I_. o. hl:.. ._+r: y-""'..•. _...._, tom;--."R,_ ,-F. T t» ~� wl , -�. c„J, � �G <� �c ! s.I�i ,r I o'.�� R, ol., ,=p`.1= ¢_�. ' • : ,.r- i•:. A. 1x f 6L 2 f G! 2 +. ;::_ ...... -., 09 : �. 1�.+,f}C_ i __ ,�, f - ,. vZ9 L PROPOSED GRADS 9' C � /,o �� /: qr z!z o v_ / ra N r2, /. l - -i -, Q^ : ''� : l�c I. �'( I c �,L., ;;/ -c+- ..;.Z, .w y w /� I G;,`_ ryl�� "•� r. ' c-Tux \ I olw / i+w_• o:, �� ,:-. , :�_" ., ,. r + ...� '" s zb,o � I I `, G:�. ,, cv� "°v �: - I,•. a� ^� ' ,_Ivy :. 4_ �iS4o }� :" r.__., 8 A„3tRAA= i-. --t 'sW ,, -,: + I / '1':.-.�- ._. . � .,rn I ,c, : \.+{-- � U qP f^ wl^ ' b'a✓ �Ia:; .O �� I I - ol... GI .:n ,.,,,.�""" lw ti. -'+_ �--'-._--�• + :�_ `, �'. :w,_. I _.:�v _ ,. i 1Z, 1 , � • +- a -��`-�. i :_: -._.. - • -___-__ Imo, __:., _al.w �,4 0 1"' - _, -- }, ; . '- d. k �: % r __- _ I Isa .✓ % - + { • ... _r �� " :.:'r �::. -' ._:, L _ ZI _ �.. I .. :, ,ri:G h., ', �ilh '; ..:. pia o :_' ..,/" :. I ;�: _:. _: , _ _#,._ .",.1 ,_cy. ,L _ : --� + ,n;� ,I, I _. �' _ c,i ..It.•, �f i I :c,. a,.o I _ �4 I - ..: - + t -PROPOSED PROFILE SCALE T I"RAO ( N! T r 0 35'RIGHT A h EXISTING GRADE C/L i HO RT 1" 4h0' 27 22 23 24 25 N"�6 ` ` 27 2& 29 30 51 32 TRACT 35337-'1 SIT STORM DAAlN PLANS / ��^..,\ �\ i I I 9Z 9 2i+8200 C L ELS/N T HILLS DR. �\.,, \ -� 1q T-00 cc'sr.� �— V \ A� mar 87-1 88•I II /� "s•`?�' \ \ \ \ 1391 \\ ` l 90-1 'i! 99.1 I Z w / + 4, _� ✓/ v H �-~` A {��=-�� "�( �� '�� - __- 1 III 'r ,/ 4 � ,=�'`^o OZ -_ ®, `q J-, / 5.- '�_ �� `.H �� N ,'�, ^�.,. \_ .- Y'—'- _-�.` �.....,.``_ __.�_z•i f ----- ---_-.- - - —_ —-'--' __ _ - R/W�. 2 fU �.� 3 2 - - if -- --- - _ C`L 29�_ 26 2B G, / 4 ! m �� II; / ram' 10' 20, 30' 30' VIA GARDA � - -- _ -' -- _ I�( SW TRACT 35337IMPROVFMENT PLANS / '� / '-- — �=--.�-_--- --- i --_-- "��_ rII O S' d1G`TION NOTES ./J �t---- -'�.`a.�c— }- _-- "_- 1—` _ ---" .�--'" --_-��' I 1 //r-•, CONSTRUCT MIM 5"A.C. OVER 6"A. . 11 TRACT' 35337—,1 11 RTLINE TABLE CURIE TABLE ELSINORE HILLS ROAD �CONSTRUCT 8"DP£8'CURB k GUTTER PER CITY OF LAKE ELSINORE STD.NO.201 No, BEARING DISTANCE NO.. DELTA RADIUS LENGTH TANGENT _ 55--CONSTRUCT 57DEWALK PER GTY OF LAKE ELSINORE N0.21a 4"WCKNESS 1 N3558'27 E 9574' A 7044"47" 1100.00' 206.32' 106..75' LEGEND �8--INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STD. NO 4008 2 NO2YJ5'40"W 1ffZ17' a f0'4447" 113500' 212.88" P06.T5' e 0172'36" 1065.00' 22.49' 17,25' "�. INDICATES NEW AC.PAVING 15 -CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD.NO.. 1000 MAL WoRmc D 0374'52' 1065.00' 63.47' 31.74' BEFORE "" DRAYS BEFORE e 38Y14'O7" 1100.00' 730.83' 379.48' 16 CONSTRUCT PARKWAY CULVERT TYPE A"PER CITY OF LAKE ELSINORE STD.NO.300A YOU DIG YOU DIG F 3804'01" 1065.00' 707.58' 367.41' SCALE: 1"=40' TOLL FREE 1-800-227-2600 79 CONSTRUCT 8'ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STD.N0.207 A PUBLIC SERVCE BY G 29'43$2' 113500' 588.96' 3O1.2T UNDERGROUND SERVICE ALERT H 06Y97'19" 1065.00' 113.79' 56.95' 0 40 so 120 160 4-AD.VST TO GRADE MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W97H THE APPROPRIATE PREPARED BY. SEAL AS BUILT CITY Of LAKE ELSINORE SHEET NO. COND17701VS OF DEVELOPMENT AND/OR CITY AND STA 7E LA WS AND HA IE BEEN {ENQt4tU1A 357 N. SHERIDAN STREET pROFESS;pN FOUND ACCEPTABLE \ A (AND PLANNING CORONA,CALIFORNIA92880 w2�'�p�s N'Naoo Fyc ACE EXP. DAtE ILE(951)279-1800 ti r<P o m REVIEWED BY., STREET IMPROVEMENT PLANS _ SURVEYING FAX(957)279-4380 .6591 A _ ELSINORE HILLS ROAD and .y E engf, mg,Inc. ,�, INSPECTOR DATE C"NO DR NORM OF 2l SHTS SCALE AS SHOWN BENCH MARK ELEVA77ONS SHOWN HEREON FILE NO. MVINAx 423W DATE rgTfpF CALt�aP� ARf BASED ON RIVERSIDE"COUNTY BENCH- ELSINORE HILLS ROAD STA ZI#00 TO 3.?+011 KEN R.l CITY ENGINEER G-/-Ze9/S DATE' MAY 20t5 MARK NO,D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE ADDAD R.C.E. NO..65931 DATE ELEVITTON 1423256(NA VD 68) a. e ,zsaszaVrodisnrerl,wFh:'a-aw-sr-;uv-a_,ng ,a,.is mm-_r-,as-aswarc xrzs amn-oa _�:�;.s/z,jzo:;v-e,au a„r+d-//zms s:w nw + ram, - I -- `( crt 711 , k .....ram. +�. . - pp _.I_. +.... .. T_ '.ir 'S+ .. Pia ,O ;; ©S: a <11 _..N h ._ Rl j!({ter_ ev 8 A6 IiEPo1n +- -*'�r.-_.. �ti -. o.cc �- I_ F_ t �--�• _.. rn� -.... -_ ,^.1�,,,e -:: N,e'� -A I"',. U h, �., � -.I... ._. t�-., - _ :-.-a __}aa. - ''_- - � 1 J -" r- 41 -: Pt1=J7,F50AJ0' -. PROPOSED GRADE CIL + I: r - d'i_, :W a ,n oof� I N-:r+v c.�.. c ol-., !c_. y �. -IM, j7 •{ rn....-. .k a. r v,. v vk - Pts- ,o .-`t, rl.° o o -.:I. -.,, -.. � ro^ ,+.:.�... 1}1 +.�.. .-!',.^..., ,:.,..: ux .,I{Ius - -- m;_n {";- qrn,.;- . -- ,,_ r - - - - - - - ---- - - —-' +r�- 1540 ?` a„A.f BEPu w, , - Pt, ,,6,,.P.1. _ I I;i Sri ti a, �ci I -... � ,1,;•-. "I„v� =�.. II c `�.- `�"r."', F.. 1 - {�.i $y .� ._�;� I`n,�a ::tl;.;; �� i��. o,v. oh 'h; I 't -�..�` :� ' 1-;r, .��.... I _.�. ___•-.:.._-, '-:_-_: c'ro ;1y'�, s r, U t �� _ -`q. : •q�`^off*nN o: - �A v I i I I -1510 4 �i sh a v r t " pr EXISTING GRAOE:0 �L i � , ?<,'� �,; .,i>� i PROPOSED La EflE _ _,. -- 7_r/ :t "``''�... RIGHT,[__ , — EXIST'NG GRADE 0+ C L: PROFILE SCALE HORZ' y _ 1 VERT' 1' 4' . x , 33 34 35 36 37 38 39 40 47 42 43 44 --_45 SEE 1RACT3S331 j 64ID/O "I \ i ` ` -- T 1h4PR0 ^r _ 5 -� I �� ` fy f475 IA\ 7061 I'_I uDr _-- 95.1 Ip,I�{th t24—I��2a 4d1 6 B 97.1 T C7 35 37—'1 \\ j _..T, 105'1 \.\ i� r,£---- 1 43+3559 C ELSINDRf HILLS ROAD i;/i I II I ? '� \ /i T fo+Daoo C v-STRET WATER �/ + SEE' TORM DRAIN PLANS !I II I 104 7 I ' - ��I f I 141 98.1 99-1 103-1 � �, 1"+ R 3f593 1�1 101-1 102-1 1 � f� t ti \ w I r p 42 - __} f��m � 42 �O i q it I -. CIL41 PROP a"WA;FR CIL67 40 _ + r { / 2} — - ��,� -- 1 "•v' ---- 3T 38.. _tom --- — - 5� - 1 �g 34+.T&16 C ELSINORE DR. `,-------..__R1W - - + Jill r 11+91.81 wtmgLl..._--. ._____---------- �..-_� .____ '-.. _.- - - -r _. __.._ -I---- g -\\ I I f II I T I - �: 37.2 —7 _�_✓-- —� 1 I 1 —�--- i 1 I 33 I I 23 1 PANZANO LANE "- - _ - --- - 1 1 �1 1 4 3 I I l SEE TRACT 31593 k4MOVFMENT PLANS 17.3— 103 j; — 93 B3 1. 11,'It731 3 53 j TJV rr , J� �— LEGEND Ci CT 31593 o - EL51NORE HILLS ROAD 0 /NINCA ES NEW A.C. PAV NG �� LINE TABLE CURIAE TABLE CONSTRUCTJON NOTES NO 8£ARING DISTANCE N0. DELTA RADIUS LENGTH TANGENT N1275'34"W 93.70' a 0330'13' 1965.DO' T20J6' 6610' �2-CONSTRUCT MIN.5'A.C. OVER 6'A.B.a.!l 15 CLWSIRUCT 220W LUMEN STREET LIGHT PfR RIVERSIDE COUNTY STD.N0. f000 2 N04Y1Y00"W 254.B2' s 14V2'08' 1200-00' 293.96' 147,72' 16 CONSTRUCT PARKWAY CULVERT TYPE A'PER LYTY OF LAKE fL9NORE SID.NO 300A C V2'08' 1 t65.00' 285.39' 143.41' 4 CONSTRUCT 8'TYPE 8'CURB h GUTTER PER CITY OF LAKE&SNORE STD. a'-' DLALRE o f4V2'08' 1235.00' 302.53' 152.03' NO.201 17 CONS7RUCT RE9DfNAAL DRIVEWAY APPROACH PER RNER9DE COUNTY STD.NO.207 MORE YOU YOU DIG e 0945'00" 2000.00' 340.34' 170.58' Sa-CONSTRUCT SIDEWALK PLR GTY O F LAKE EL9NORE NO.210,4'THICK TOLL FREE i-800-22owc v 0945'00' 2035.00' 346.30' 173.57' SCALE' 1'=40' �-INSTALL STREET NAME SIOVS PER CITY OF LAKE EL9NORE SID.NO.4008 t9 CONSTRUCT 8'ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE STD.NO.207 A PUBLIC SERVICE BY G o377'18' 1965,00' 112.77' 56.40' ��_� UNDERGROUND SERVICE ALERT H 025Y29' 1965.00 101.45' SO 74 0 40 ao 120 160 ADAIST tU GRADE 7� y 'c MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH IRE APPROPRIATE PREPARED BY. SEAL "AS BUILT' C1/7 OF LAKE EL51NORE SHEET NO. CONDOBONS OF DEVELOPMENT AND/OR 0rY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET pROFESSi FOUND ACCEPTABLE SUITE 177 �o\5 N.pqq<<„ RCE __ EXP. DATE AS KMND PLANNING CORONA,CALIFORNIA 92580 eQ� oo y� RENEWED BY. STREET IMPROVEMENT PLANS TEL(951)279-1800 �e d m ELSINORE HILLS ROAD and SURVEYING FAX(951)279-4380 � N sssa, m Engineering.Inc. + * INSPECTOR DA 7E CAMINO DEL NORTE OF 21 9iTS SCALE AS SHOWN BENCH MARK.,ELEVA17ONS SHOWN HEREON Ked RUKAVWA We%X% W DATE S9TfOCIV% ��4 ARE BASED ON RIVERSIDE COUNTY BENCH- H SINORE HILLS ROAD STA 33-00 TO 45*OO FILE NO ENGINEER ' `4-te/S DATE'MAY 2015 MARK N0.D 307 RECOVERED PfR RECORDS CITY OF LAKE ELSINORE FA DDAD R.C.E.NO.65931 DA7f ELEVA7TON' 1423,258(NAND 88) @vxdq:R:11sxSzoV'�ml5ireef ls+�'\!10-Rl/-ST-H6-OSdvg Cywt J04-PLN",r..,qy_¢SNG]E!.(15 R¢IO-OS SmM 5/11/Y015 I:0/P4 Plotte@ 5/T9/1015 S:JI AM by OmnY Nwfan - ! - a • T r PRIPSED T.c. GRADE - - - ' - .ut a� tEFt a s t -t � 1 _... ! , ::_+ -. - ,*tom":.:_ cy - : -•__-._ DOZ 4, �h s c3 �__ - _ - _ I - _ _ d•"""",, �... q • SY'ty j'•.� -� � -t :_z m 4i :. ....:--`T __F.!"' m, i.v;.. <`' o"s v _. �-� -i .- � 7 :. - f *•. + a:- .4+ i x [ `ri-" +,m .. ,r,.. ,�Iv .ice 2 ( - ---.___ 600'✓ - - v gT -:aE -.cl J �:.:- "",",•„� v•� ' --°--o ua. c.i �6�.` r F .i Fd7sg9t -i.0 wv nl _ v_ q Pftl: SED GRADE C/ 87•_ E1� ",! rnmv c,Fl� ova, o �..r � U �� 1� 1.00�.0 �A90 :;7_- 1 ._ >e " SSE, .n ao•„ ,_.: II �Iv �"R-t 4� ��' •.:'or. �;- - , _ .-...._,.;_m.. oaf .N: � -. - AwJ" , 1 _'- -. ' '--.-- ,-._ .__'r ++: _._*.' � `_� _..-- ', GL•� .�?,`�-�-� _...:. ^""'+,; -.- h.,._ '.. od- +o, a;^: :. ;00.� +m ��- ,, , - W - , �.. ,y_. ..:-- -. r SIT o m u;�; "`..�___ ^•-�,- I,,,, ! - .,Lu fl m s3 f ..aYy '.� I�, is �� \ v,-.-. ;-�rn� � bw ,ter``; I`� �-�� '. -. _ 2�.... �jw� -.. � \ • _ __ -. l� G L �r .cis c e� _ C ( /5��. 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"' __. 1 .._. _. +m rn Ta _ PRO,VOSEt3 T C GRADE- w {C c.ti Rl�HT ,lr k - f I el... ,�`*' -.1ILI � 35' I -EXISYNG GRADE 0,Cf1 ? „` 14 m 1 b yhI ti 1 = . 1 ' !c: _- r; ,. + {,: -,t r r r✓' �l aI; PROFILE SCALE r � �: T1NG GRADE � .,,L ---e 1 "d-�.'�>' `�I: -_ to y _ '.!a / HORZ: 1" = 40' 450 C H1LL 52+71. r46577:— S _ l / a r46oi�70 - _ -_._ _' ----'-1475 f47 � 14T0---------._._.�/ 14 a 475 SEE STORM DRAIN PLANS ;j' .,± n `�'x ,, e i �-TRACT 31593-1 5 480 R�W Y990 \l ---- --. ..R r� �,� r -.T PPDP t6 W.4TFR-- r 4 ,11`t• - - _ n PROP. 8"WATER ..;, ��-- N r�� B 4l SQ___. �Ci _ �f� _._.- a8"SD 1 , ..D --. - - __.-_ i -__. - __ ___ _ _ __ __- ___ - ____ __ 2 _ - }r .:_.- - 4�-kt c 1 i 9 F -t7 �. i--_ _ -.:�- 1 C•"Z GIL � _ �r - - _CfL _ -t _ � -- --1 -1 a;.= U � _ - w m1 p �,-C_... q! / -\ '�� _ "' PROP 8"s€wEr? � 0 r9 2 j,,� Mgt 4, ... __._._ -y `i I ,41" cam„ r5t R Y r495// - I I • P575 5 --- R 5 fD --_- E-f STORM PLANS I,"SN'-P-LA-N-S 151 RAT v 4 7�8152 510-- Js' 15�0 1r5 241 I24' 1s' 38-2 39.2 40-2 j 41-2 1 ! 422 ? 432 ; 44"2 45.2 46-2 47-2 j 48.2 49.2 18 I I 5(t2 512 52-2 j 532 ;l 54-2 � TRACT 31593 2 ELSINORE HILLS ROAD SEE TRACT3193AffOVEMENTPLANS TRACT 31593-2 CONSTRUCTION NOTES -- " O--CONSTRUCT MIN.5"A.C. OVER 6'A.B.CL It mo __ LINE TABLE_ CURVE TABLE 4 CONS7RUCT 8-TYPE 8'CURB&GUTTER PER CITY OF LAKE aSTNOR£STD.NO. 207 N0 BEARING DISTANCE DATA RADIUS LENGTH TANGENT LEGEND A x N017956"W 763.89' A 050252" 2000.00 176.20' 88.16' SO-COISTRUCT SJD£WALX PER GTY OF LAKE fL�NOR£NO.2t0, 4"7H1CXNfSS 2 N094642£ 46.60' 8 050252' 2035.00' 179.28'.. 89.70' 1NDlCAl£S NfW A.0 PAHNG �------�� 050252' 1965.00' 173.12 86.61' INSTALL STREET NAME SIGNS PER CITY OF LAKE£LSTNORf STD.NO. 400B DK 7NAYS MORE F 110638" 1t00.D, 22 0..0' f06.99' - f5 CONSTRUCT 12000 LUMEN STRF_ET LIGHT PER R/VERSID£COUNTY SID N0. 1000 MORE DAYS�E F 1I063H' 113500' 220.09' 7f0.39' YOU� YOU DIG 0 110638" f06500' 206 52 10358 SCALE.' 1'=40' f9 CONSTRUCT 8"ASP/fALT CONCRETE CURB PER CITY OF LAKE fL9NAPE SID N0,207 TOLL FREE 1-BOG-227-2600 A PUBLIC SERVICE BY �4 ADaLST i0 GRADE zs UNDERGROUND SERVICE ALERT O 40 80 120 160 MARK RENS/ONS APPR. DATE THESE PLANS HALE BEEN REVIEWED FOR COMPLIANCE W/7H THE APPROPRIATE PREPARED BY SEAL 'AS BUILT° C17Y Of LAKE EL51NORE SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR GTY AND STATE LAWS AND HAVE BEN fNliLAFMAC 357 N SHERIDAN STREET QROFESsroNq FOUND ACCEPTABLE SU17E 117 Ho e w.�r4 1F RCE EV.. DATE 6 (ANO PLAAJ/�NNC CORONA,CALIFORNIA 92880 ,fie�� N. REWEOED BY: 57REET IMPROVEMENT PLANS M.(951)279-1800 -^�Q' Qr,Sl,( Tom �y �_d_ e//7 SURVMN(i FAX(951)279-4380 p N 65931 L1,SJNORE HILLS ROAD NR7 Engineering,Ina ♦ fr fNSPECMR DATE CAMLNO M NORY OE ?I SHTS N IMAM �Zg� DA r P C1V11�+ SCALE.- AS SHOWN BENCH MARK., ELEVA77ONS SHOWN HEREON CITY ENGINEER �_� td�5. �qr r ARE BASED ON RIVERSIDE COUNTY BENCH- LSNORE HILLS ROAD STA 45#W TO 57'+00 ��N0. aF CA�1f MARK NO.D 3O7 RfCOV£R£0 PER RECORDS DATE•MAY 2015 CITY OF LAKE ELS7NORE FA D D R.CE NO..65931 DATE - ELEVADO`L' 1423.258(NAVD 58) a„y,.aIsuszaV�dtm�:i»rVim-ax-sr-..r-m.mo T�,n is-xv-sT-ar'-¢mmir,.re:s D-X rowa 5/2115 rnvu awnne 5/2912015 avn.0 aK—Y Mg�� - I '- 1 _.:,.'. -. : �_-..: -,_. r , ., , --_:- <._•1-� C, Nam _ -..._ <. \ .::::. {� + w ...-r 'f3N �.. n - - 1, i �i� o� _....,f a zi `�xt7 ,: :. t 't: ic,.,._ �� .� m'�` cil°� p., :Y 1 _--T485-. . t.""-.:.-.c. ,' I I :mom. ,°'�iN �"+- x*.r fE.. �� _.: _.t. �.. Alw ;�: :.\. i \ _.,;r.,,_� a.: :o PROPOSED T C. RAuF_ o -1,, ici'- -rya, �> -....� _::i 3 -j- tl, O 11~ �-�'. a i5 LEFT" ^.h' I,.c .....:, I „ c,--. o,xi :� � -.. +--T� �`�' - ; - �° +�. ...... It_ ' I < _. : '\, 1___ __,_.-: __.. I -�: .-;:: ::. d : ..: � his•F\ �\ +',' .�- �,. ��' ,>to ,�,r �,., I _ r o -1 \.,\ S/pJ\ wl sv M ol.ti: U Q GY, f:c' �`"•'.,,.. e_- u v f _ + ri ^.o c> •, �I \ ; o of : I I °�:,c`� I� u: I � ,o� �. . ^:o- ...: I_ - -^ I S �� `+-� o.).. �;�- t�h g-{' � -.. °�•` o,v _.._.__:. h_:. .�I,-, .> ', �><..-.. c-r.•-. _,. ,. +m _, �- l : -¢,.,- ..r Flo U.; __ I I ..., _CAI.. -. `�^ c,.> �_z ! ;!" `�¢, -1r- c,,. v -�'•ay- '_",� ( ,... Is..: t iq I.; 'n'\ '.._-, h') Imo+ {Q,('` �` w b �y �•._ OT� in iN _l : _ __.__ ...-. -__ wv :. ,, �n--_ � � '-. :._. -�r 1485 # f 1 -: ! i.!m ulw.: �v. . -. :_:. :,.�,... -.. .��, _.-.,. ; �` I w r., i - I � I \ �.. w+._ ��o, �;v PROPOSED GRADE� ✓Y� /� h�`� All, •. \. -: : 1.- c.:l:,' -. ,.,"= -:�-4`��, - .,_- +_ 6D,. �,. - _{.- k.,:_ +I� -:b�- .. �.-- �-: .. :. --`- — --- =t,-'-E: r - 1 o+�s----- -$44© --- - a �! + of oo c- �� ,� _ •�.,� +� _�; y_ I � I '�� - �� ;� 1 �� cis- "` _ct �� '� ! ; rs�:_ *'� _.ay _. - •- r'. _ 6C _ c --"_- C: I..;c;^-) ,�y Ca t ':-�� - Ut t t45 '. - _ �`f SE �! -a:. w ... a t�;,� .}�:. ,�i.« o' i, r ! ` ' ..; ,;>:^e• \ :'... tol.; o'+y , CS o < ` : `. ..:.. _:?__� _ 1 '.i i. - } ; o :r-a.� y: Ivy �_ W C*T y c. c, - h y. �.: u W yp9 w,._ :n�'n a,jcs ^ ,7.C) :> F:-".>✓ - .__� •. _'..o:'- :�: o t �4 ..4 _oo o�o {o! y j u�l•- w,.< oi:n I'��\ ��. :. ` 'Z*o..- .. + o'-r :. o'` ' .,..- �— it -g A„ �c y wi,� - t N t tll ;. - l� I o PROPOSED T.C. GRADE—I =4 c _ �� PROFILE SCALE r < n � NT $ EXlS7;NG c,RADt � C.;/L t • � -.� - � ,-r HORZ: 1" = 40' R> VERT: 1" = 4' 57 58 59 60 61 62 63 64 65 56 67 68 69 LINE TABLE CURVE TABLE NO, BEARING DISTANCE NO. DELTA RADIUS LENGTH TAN ENT 1 N127534-W 9370 A •2675'09" 2500.00' 7145., 582-97' 2 N762826'W 4387' B 2675'09" 2465.00' 1129.44' 574.81' C 2435'56' 2535.00' 1088.38' 552.71' .68F41.98 C EL HILLS DR1V£ —10+0000 C ATACAMA b r "SEE SFORAL_DR41N PGiNS 1 y --� _ '`/`'�� `✓ j4 QS R�6V n TRACT 31593-- `� - _�'"' -'� q✓u u 1 6 _ _ - m 1 SE£ M ORA/N PANS __ —';• p� C�4 �a Z U 14! _ + !N C 7593 rn C4)� ''�� YROP 16"WAT<R,?- � <, .. ✓ -._.--_'."'-.-_...-.. ---� - __. _- _ --i' __ 79 1 ;6. / 80 -1 h '__,� _.. :� r _ F'RGA. 8 SE1M1'ER S 4 m f t _-_F- `y �M1 .; - _ _ - �., 1 -- - ---- _ -. i I t 1 11 sa' 1 1 552 /1 562 572 � _ _ t DATA y tiAy�EM�TPI.ANS TRACT 95�3-'�' \\ ELSII��RE HILLS READ rRACr 31593 2 LC{�ND /y1C73159311MPR0 146Q79 TV 1459.50 7C INDICATES NEW A.C.PAVING m m /4B� � is vxa i Tc CONSTRUCTION NOTES FT _ .47 A _ - . CONSTRUCT MIN.5'AC. OVER 6"A.B. a.11CGWSIRUCT PARKWAY CULVERT TJPE ii'PER GTY�'LAKE ELS/NOR£STD.N0.300A (�4-CONSTRUCT 8'TYPE 8'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO 201 15 CONSTRUCT 22000 LUMEN STREET LK81T PER RIMMOE COUNTY STD.Na 1000 CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE NO.210,4"7HiCKN£SS 17 CONSTRUCT RLVDEN77AL DR7lEWAY APPROACH PER RIVERSIDE COUNTY STD.NO 207 DVIL 740 WORRIG % /— s 19 I.LroNSIRUCT FLAT OIILET DRAINAGE STRUCTURE PER R/VERS7D£COUNTY STD.N0.3Q3 ®--INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STD.NO.. 400B Q DAYS BORE l460.57 �^ 4 AD,kNST 7O GRADE YOU DIG YOU. t459.90 fL ._ " 1458.46 fL ro m TOLL FREE 1-800-227-2fi00 f460.21 TO 1459.30 TC SCALE 1"=40' 11 CONSIRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD.Na 311,CASE'8 f459a1 FL 1 I ONION DETAIL 145a LOCAL DEPRE5510N DtTALL A PUBUC SERVICE BY 8. CONSTRUCT LOCAL DEPRESSION PER R.CF.C.&W.CD.570.DK&NO LD202,CASE 8 UNDERGROUND SERVICE ALERT 11 SCALE 11-10' AZ s 1 0 40 80 720 160 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVNENED FOR COMPLIANCE WITH THE APPROPR/A7E PREPARED BY SEAL 'AS BUILT CITY Of IAICE ELSINORE SHEET NO. CONDI DONS OF DEVELOPMENT AND/OR GTY AND STATE LAWS AND HAVE BEEN r fNK�A SFLNG J57 N.SHERIDAN STREET QpOFESS7pN - .- FOUND ACCEPTABLE SU1TE 117 �o s N. 4q(F RCE EXP. DATE K LNU�PL.WAfING CORAVA,CALIFORNIA79-18 92e60 ��4p` pp m� RE14EI4ED BY STREET IMPROVEMENT PLANS TEL(951)279-7800 y,,e 'o m EL51NORE HILLS ROAD and ' SIAPVEYING FAX(951)279-4380 � ra 6 93t z OF 27 SH75 Engineering.Inc. * - * INSPECTOR DATE CAMINO DEL NORTE r Ciwr. SCALE AS SHOWN BENCHMARK.,ELEVA DONS SHOW HEREON KEN RUKAVINA,RG6 428W DALs•9r�ovCA`y�aQ'e ARE BASED ON RIVERSIDE COUNTY BENCH- EL51NORE HILLS ROAD STA 57+00 TO 69•00.37 FILE NO. CITY ENC1VEER �'� �'�7e1y' DATE.'MAY 2015 MARK NO..D 307 RECOV&ED PER RECORDS CITY OF LAKE£LS/NORE FA ADDAD R.CE N0.65931 DA7E ELEVADON.• 7423.258(NAVO 68f @arng:R.I13(310 mtll5treofU Ina-�'-SO-Mf-0?.dwg <%wt:W-MN-S,-W-![SNCHEMN.IS 0-07 S d:511112015 r:M rbl %ofKd-512120)55.X AM 8N�yNalco - A 7 -L-s_-- _• -c � r .. I:: -_1-. .._, _,: _l _;_ �T__.._ t ,_-_t __;. ({ i _..:— - - -_ , .,_ :_._.__{ =475.:8 -7 , , _._. :_:sa.. Y- , •- `. ! :gip. Y F t _ — - ,. ,.... - ti o - a I; POSED a , r , -1 t r. _ ..- 1 `:' -3Jr.CE,}'T , - :.1 ... -- '.: 7RAN • _- iU �.o .-[-nab, t j, i , •.:.:- :,. t _-1 t ,_ --I -'_ r 7 r-_:- -;- I ..� ,. `! - ..:.. _:. -- OF -- ;.- r _.- I. ., ___-... ._.._._ r :::I ..,._. ,r _.-._ { ._a� ,� ; I � ,.. ,__._ ram.__ 1535, --• UI r +� v v 1 '-t o f: , ry_: +av�-::"t. 1 a -a• d , n.�. ^ { h w -a,.+a z.e. -t. _ { _ W "^- -_.PROPOSED MD @ CA — - - -�tr,� �� - t -•--.�\-�1} .: e'il:�. `�";'ry i -+ _`-� ,� -- �..� x f -� �'rD � I - c c ,... ,. - .:. 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INDICATES NEW A.C.PAVING i425 �\ -WATLA-�� 4-10 3159 '•° .- -- t4 - i,5j�7•'35G- � \ Hx321Y CONCRETE ARCH CULVERT + - 4� SEE SEPARATE CULVERT PLAN SE£STORY DRAIN FLMM � � y� _ 5 � � x v `PROP. 8"SEWLR { j6, g i"*2jG \. B ` '� ?•1 \ \ ", � J -.-'' Tf72r.CT 9 93 r� ice' 72 OIL �� j5 r✓ ." - �-"� �_ 143^--------- ,-- ._ ! T .`'1,.,�. �fi 11 r4} -�` �`~ / .� 5 ry "�."f405- 2f i,, ,- . 1\ 4 ✓� v --1435 �2 p0 �,+ y� x y '_f4f6-- e, 1444 45 I j/ , �� 440 1� i // !' i%ice /,, � RF" q.AS''� j/ \\ 4 � 1• \ " ut 3°x� 'J9 P CJ� ^�4 - — "P 8 S WER�� s�y j TRACT G r _ cosECK ,.f- yri ?ic42 �/ �� DRIVE I 241 8-1 ELSINORE HILLS ROAD 1 ORS , gR 47 - ,� 1422.17 TC 142217 7C 1 +w + a ro 1421.17 11 1421.17 FL a 141.17 FC ' <rr r t"'+ 1422.18 TC`�"o 1421.50 FL \ 1421.5E FL RT LINE TABLE CURIE TABLE ,NO B£8'26 DISTANCE N0 DELTA RADIUS LENGTH TANGENT Z� CONSTRUCT MIN 5'A G OVER 6'A B CL !I 7 Nf678'26"W 50-52' A 58Y1305' 700.00' 709.23' 388.43' z N413439 E 269.83' a 58Ti3'05" 735.00' 744.69r 40785' .-�y`i 1+ Ir •� t ,M+ - �__J I o-CONSTRUCT 8'TYPE B'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.OWE 201 N42VS'11 E 13505 c 58b305' 665.00' 673.77' 369.01' "+ ', =i .:- , CONSTRUCT SIDEWALK PER CITY OF LAKE ELS7NORE NO 210, 4'THICKNESS DIAL TWO womx142217 TC � ,�. � �. 142218 TV _ + N4078'15 E 135.01 D 1352'17' 700.00, 169.47' 85.15' 1421.50 FL 142f.51 FL `a` rC3 r. �} c``� BSZORE BEFORE ti S3 M h YOU DIG YOl1,r v 1352'17' 665.00' 17700' 80.89' 1421.16 FL 142f.16 FL �' F.`^ �. ff CG4S7RUCT LOCAL DfPRESSYON PER RIVERSIDE COUNTY STD.IYO! 3f1,CASE B TOLL FREE 1-800-227-2600 [OCAL DEPRESSION DETi1K LOCAL DEPRESSION DETAIL SCALE i"=40' 15 CONSTRUCT 22000 LUMEN STREET UG47 PER RIVERSIDE COUNTY STD.PLAN NO.. 1000 A PUBLIC SERVICE BY 1 SCALE 1'=1!J' p CA 1 0 40 80 120 f60 - 17 CONSTRUCT REGDDOZAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE S7D.DWG NO. f17 UNDERGROUND SERVICE ALERT " "C o- MARK REUTSiONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE W TH ME APPROPR/A7E PREPARED BY., SEAL AS BUILT' »V c l,�vc c'C s t n SHEET NO.. COND17701VS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND NAVE BEEN t A�NEERJNG 357 N.SHERIDAN S7R£ET QµoFESStop CITY oe LMC H INO E FOUND ACCEPTABLE SUITE 117 ,gyp s N. 9q�F RCE EXP. OA7E 8 LAND PIANNIhiG CORONA, CALIFORNIA 92880 REYIfW£D BY., STREET MPROVEMENT PLANS T (951 279-1800 y,? 90 m E RNORE HILLS ROAD BTId S(APVEYlA1G FAX (951 279-4380 p N 65931 ri9WN0 DEL NORM OF 21 SHIs Engineering,Inc, * * INSPECTOR DA TE H s9J clv11 4��p -SCALE AS SHOFMI ARE BASED ON RBENCH MARK IVERSIDE COUNTY BENCH- wgNmE H1us ROAD STA 69+�157 TO ow EREON �Lf No. K N RUKAVINA,Am 42$Vb DATE - FOF nuf° CITY ENGINEER G'��td/$ DA7E'MAY 2015 MARK N0.D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE FA ADD R.C.E. ,65931 DATE ELEVAT�OM 1423.258(NAND 66) romm,q:ft:2se?zolFo:miSrreof{mr1STo-P(N-S/-MF-,}&Cxg [ap„+t 30�-NN-S1-IRF-¢SNOa[HT(S RWO-OB Sow 5/21%15 1:4T PM Pbf.e¢5/T9�IS 5 29 AN Y y fs EXiSTIi•JG PROFILE GRADE @ 32 LEFT wl r 1. . t ail"' _ - -- __.. ___-- • ( , _( I: : _ r t f � � ��.: _ _.:.. 'p�F_._ �.µ'e •" -.`'e __ / I,. I _--. .. + .� ':-_ , 4 a _ } .t = .-3�"—. I s � -EXISTING GRADE'0 G [- ; 1. .- .� .4; °oi mw•�§ ,,I '•i"�- ,�. .. r }" _t-_-f- -F- mod, , �/1�'1 -r f- � i.�ai _- /' � ,71`_ EXISTING PROFILE GRADE 0 tfL. .. Y_....t , / PROPOSED GRADE @ CIL jj:- t t i- -� --"�i M 1 - _.-! ,, . R n�.; ml , s' t �:_; _ _ �0I ., -''` oI� `:� i a"F ✓ k�1S" q,.- �- -; v; S'a �xj. i`. I . EXISTING PROFILE GRADE 0 .32' RIGHT -14JO- C3"5 -i450 _ o M .i "'l U. PROPOSED TO. GRADE _ • . , } ✓'2',RIGHT *IM __: _ .x-cam _::._.. :_:._3.:. n..r • � � I PROFILE SCALE - - : - _ _ s VERT: 1" 4' ------- ---- --- 1 --- 82 83 84 85 86 PROUDE SMOOTH TRANS177ON-4' t THICKNESS SM/ NTTO � '� - •G` EAR WARREN OR AS DIRECTED £X)SDNG f l Z f rI J ( — ELEMENTARY SCHOOL PAVEMENT - R t ,F11LO£ ^'"---- �� h 1 i ;' 5 ilz� f�G''iA? EXIST PA VEM£N NEW PA DEMENT TO D _ -"ACCESSi {i '} j ? u, J --sv oez a. - _ _., ';n,T,r REMOVE EXISRNG HARRIGA�E'� EXIST SIR LIGHT -T_ - G DEPTH OF 0,2' l , l ! �, n - - - -- _ - rx ' A STANDARD PAVEMENT/OW,DETA11 u - 2.7N4 1425 p Cy '- -PROPOSED WATER w p R '�_.^`p`° ems\= ._ l 'S=_ �£XISWIG a� "` `\\ It O �' 7 , IMPROVEMfN' �' _ _ ET ':. �./� �Z. ,PROP 16'WATER--r.-_ - - - �� 83 - '� 11 I �Aii - ' EXI,L-SIR.LIGHT \ / — a I _ 210 171r1; I °ii'I � i'..� ,� IMrRoWDvENrs i 5 -`--------145 � � II i� 1 O it ii -- - - - 1425 :---'-r _. <� i �r - ' it II It !I f�r� I �� t ('` j/ /'-------r---------r- •. ��\ ,®+ Hx3�'W CONCRETE ARC T 1 2� � I 1 - It 11 It IL--------- X -- I 241_ i i� �I I I SEE SEPARATE C VERT P �`'�41 m o �. �1 �`I� III III It ItII It II II it I 1 I II 1 �I#I �v 41 _ _�. 1� y , • 5 11 41 II 4 II II - I I i it - ! T n u �J 255 # 254 253 I I n u ( n 403 u B Iu it I L-----------------1 fr Il i I 1. t 1 CONSTRUCUON NOTES ELSINOREHILLS ROAD Q-CONSTRUCT MIN.5'A.C.OVER 6'A.B. CL II LiNE TABLE _ CURVE TABLE LEGEND d-CONSTRUCT 8'TYPE e'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO.201 Roll 110. HEARING DISTANCE N0 DELTA RADIUS LENGTH TANGENT INDICATES NEW A.C.PAVING �3-CONSTRUCT SIDEWALK PER CITY OF LAKE asno7E NO.210,4"THICKNESSt N0074'58'E 136.99' A 2775J7 700.00' J35.08' 770.80' INDICATES EXISRNG A.C.PAVING TO BE REMOVED&REPLACED D�-S40CUTEXISTTNG A.C.PAVEMENT AS SHOWN ON PLANS e 2775'J7" 666.00" J19.77' 16J01'c 2775J7" 7J200' J5040' N.62' 15 CONSTRUCT 22000 LUMEN STREET UG 1 r PER RIVEN-VIDE COUNTY STD.NO. 1000 Q TWA �� o-CONSTRUCT RETAINING WALL PER SEPARA IE PLAN&PERM/T SCALE I`=40' TOLL FREE 1-OW-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT 0 40 s0 120 160 MARK REVISIONS APPR. DA 7E THESE PLANS HAVE BEEN REWEW£D FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL AS BUILT" - CITY OF LAKE ELSINORE SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN r EWNEERING J57 N.SHERIDAN STREET QROFEsstop FOUND ACCEPTABLE SUITE 117 �0 5 N q�F RCf EXP. DATE RENEWED BY.,K LAND PfANtOC CORONA,CALIFORNIA 92880 �e e a STREET IMPROVEMENT PLANS e ° T (951)279-1800 m EMNORE HILLS ROAD and Engineering,Inc. //�'�✓""" SURVEI7NG FAX(951J 279-4380 sss3t # * INSPECTOR DA7£ G9M1NO DEL NORTE OF 21 SHTS s r SCALE., AS SHOW BENCH MARK..ELEVA17ONS SHOWN HEREON FILE NO KEN SIUKAVIMA,I 4t W DATE _.__ qr Cry11 ARE BASED ON RIVERSIDE COUNTY BENCH- RSINORE HILLS ROAD STA 81-00 TO 85-15.04 CTY ENGINEER - /.�_- FOFca�tFO" DATE MAY 2015 MARK NO.D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE ADDAD RC.f.N0.659Jl DA7E ELEVAZION.• 1423.256(NA VD 88) noxiy R:lasul$tf�ai5fa<ttxrlJfo-PUt-SI-AI4'-OAd"g yv.J04-RN-,I-ttiF-QSdJO?E.NlLS RMO-09 Sowd.S%B/ZNS fl1 PM PbHea 5/T8/.WIS SJ3 A+t $y SmuY:kr(on pp i 7 - f " i � , - I �, : r.--..: ;. i I _=1 ----- -- r _ .: f PROPOSE T GRADE # RA - -— — ,.5h � 35 LEFTL� C. � Fs3 1 - - F i :.r- --:I r + -:. , A ", + ]. • , ri -F j .mom ' °� -- `w r,{ , -732D W.v E AC BFRi",- ,.�;._ o 'w� .1 2 �^""`.�W I' ._,_ t ;`: x - #_ A G +A J.__ 'A I _�i - t <. ,i m i +ly;.:: 6 .. _" _UQ o+ 5h.e y_ 68%) r _ _ 4 �� 3: e �- } I �'w 1 �: _ L ,:i : c,rn uin o{'o�`.: ar•."'.. 112 :.-. -f -.- zi i5> ck^o n l - r ta 4f c.E*,-.-_..m -tla -,r�� ,._ ]:, +r6r o ° o . jg 2 %1 - 2 ; ExISrTNCIG G3E 0 c/LI �X/ST�N A.C. ,PAVING GRAD C;L t - -F30J _- PROFILE SCALE - HORZ: 1" = 40' }: 7 _ - - - -- ----� ------- --'------------- -- ----- r i-- - ---I , LINE TABLE CURVE TABLE 26 27 28 29 30 31 32 3 34 35 N0. BEARING INSTANCE NO. DELTA RADIUS LENGTH TANGENT t N3638'47"W 227Z04' A 047726- 2977.00' 22296- 111.53' 8 047728" 294200- 220,34' 110.22' H ENT PLANS ��735337-2 SEE TRACT 35337 PMPROVEM TRACT J 37 10'TRAIL PER TRACT N0.35337 303,95 1�ry TRACT CT 0 35337 WA ARV O - ROUGH GRADING PLAN '� F,JV, J✓r J5 -'� cwi ROUGH PLAN 30' LIMITS OF CONSIRUCDON �) w NOT A \ \ \ \\ f Y0+ 2 ' 1 8 /M 1 S£E STORM DRAIN PLAN cts A PART I� '. ro" \ � - _. _ _ �...\.%� �.N �- rY a ,' _4'r -� �i, I I ' I \ SHEET NO. 19 '`--'- N� VA. ati ,., /. q4� 1 4O �iCfV try n ACCESS ROAD _ _ xa i ti__ =\ _ 2.1Y — — ---- - -- Ie"SD \ �y 5 / 9I \ R/W_ - - _ fUTURE CURB&W7TER G�:. ,. I 3 '(G � G � �,;" � G }' L� TIt OP..1fi.<.WATER: - 24 29 .32 23 a—__ EMS7)NG C/L CAL7RAN5 FRONTAGE ROAD FMS7TNG A.C.PAVING ' • (�9}�/ CAL _ �> % _ ..PROP. 42-SO -T- EX/STING A.C.PAVIN , 9 -_e^ x PROP 1s wAT, D -<: a ` --z.... _...__..- Y' ' .� e SE STORM DRAIN PLANS" LTRAN5 �� 2�5.-,,,-- - Q�W;EXIS7TNG A.C.PAVING Q "X/S1)NG CHAIN LINK FENCE..O 29+9309 C CAMINO OFL NOW z_ q..- �. ..._ v, Q—£MS7TNG CHAIN LINK FENCE (SAWCUTANDJOlN) .Q CAL TRANSR/W(PROJECT/NPLAC£J''57-F76.75C 8 STREET__:._ _ ., - 4-U2 EXISTING CAL _ -.- �}„ - ,CAL TRANSR/W(PROIECT/NPLACE)-- FENCE rr `" w- FE -f w� 3' EMSDNG D7L7RANS W- G'-- _. :,?G W.. �.._._ . 3,. K`. O.. — __ _ o�j._, .roiti m -.---PROP. 12 SEWER 1.15 FREEWAY- SCALE., 1'=40' � LEGEND �� A� o� R Z� CAINO DEL NORTE ci c`� . �. INDICATES NEW A.C.PAVING 0 40 80 120 160 0 I w� h4"'. `�`+ PROVIDE SMOOTH TRANSI DON-4' *o+ + + +' INDICATES EXIS77NG A.C.PAVING TO BE REMOVED&REPLACED 3'M!N OVERLAY SRWCUT 1' '' � 11 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY SID.N0.311, CASE B Q O - 0 0.10'MIN. THICKNESS MIN.INTO CONSTRUCTION NO]E OR AS DIREC7ED EAIS77NG f5 CONSTRUCT 221K10 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD.Na 1WlJ "�lJ` PAVEMENT Q-CONSTRUCT MIN.5-1/2'AC.OVER 6'A.B. CL.I7 T 44 41, 17 CONSTRUCT RF.90ENITAL DRIVEWAY APPROACH PER RIVERSIDE COUNTY SID.NO.207 1298.92 TC ` 1298.25 TC 13}O25 TC �, "rL}`` "* r `�� ' 13f0.79 7C EXIST.PA�AlfNT GRIND EX/STING PAVEMENT NEw PAVEMENT 4 CONSTRUCT 8'TYPE B'CURB&GUTTER PER CITY OF LAKE EZS/NORE SID.N0.201 DIAL TWOWOWNG 1298.25 FL `,:.t r�"`i 129958 ft f .25 ft `:. mau fL TO A DEPTH OF 02" ]9 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER PoVERS/OF COUNTY SIR N0.303 BEFORE DAYS BEFORE 129896 7C 119916 TC 1310.17 7C 13T0.647C 3a CONSTRUCT SILIEWALK PER CITY OF LAKE ELSINOR£NO.21a 4-THICK ZO INSTALL METAL BEAM WARD RAILING PER CITY OF LAKE ET SINORE STD 41JA&413B YOU DIG YOU DIG 1297,96 ft 129&16 FL I-W,50 FL 1309.64 FL TOLL FREE 1-800-227-2600 LOCAL DEPRESSION OUAA L CONSTUCT ACCESS RAMP PER CITY OF LAKE El-WORE STD.N0.214A 21 EXISTING AC PAVING TO 8E REMOVED&REPLACED AS SHOWN A PUSUC SERVICE BY STANDARD PAVEMENT 101N OEM& fOR GR A21 n SCALE:1=20` FOR SANCVT£MS7ING A.C.PAVEMENT AS SHOWN ON PLANS �4-AD.AJST 10 GRADE UNDERGROUND SERVICE ALERT au /�/ LAKE 'r p/ C MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVEWEO FOR COMPLIANCE WITH 7HE APPROPR/A7E PREPARED BY SEAL 'AS BUILT' C1 d/ OF LA E EL51 ORE SHEET NO. COND1 BONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HA V£BEEN IIVG 357 N.SHERIDAN STREET QROFESStaN y® FOUND ACCEPTABLE SUITE 1f7 �° s q�F / LAND HAWAfC CORONA,CALIFORNIA 92850 ,��p4� oo'Po REV E ED BY EXP. DATE STREET IMPROVEMENT PLANS IEL.(951 279-1800 4Q 90 m LISlNOREHILLSROADand oF Z1 sH7s / - .S(APVE}7NC FAX(95iJ)279-43B0 93t / Engineering Inc. * * INSPECTOR DALE CAI�'LNO DR NOR lI SCALE. AS SHOW AREBENCHB MARK., RIVE RIDE SHOWN BENCH FILE N0. KBN UIMMUTA,itCE N281o10 DATE ATFOFCA�tFORa ARE BASED ON RIVERSIDE COUNTY BENCH- CAA�LNO DEL NORIESTA Z3+OO TO 3S+QD CITY ENGINEER �-��/5 DATE:-MAY 2015 MARK NO D 307 RECOVERED PER RECORDS _ CITY OF LAKE EL51NORf FAR HA DAD R.C.f.N0.65931 DATE ELEVATOR!• 1423.258(NA VD 88) trwirp'F:12.5�.1201FwWt5freeiiMFlJ10-aN-Sr-INF-IO.ery to f JC4-RN-57-INF-CAM,NO Npt1E-10 S 1 51I81 15 J 58 h5 F4otfeo:512t0l U 5:(1 AN By Cmny hFarfm } ' --- _ _- -1 -. , -_ i �, :75` TRANJ�'1A. T10N v 40! IL - _ . 46 _ n t _ - t - ;- : PROPOSED T.C. GF,ADF-� f -a _ �a 0 40'LLB p f i .,.c PkCT-,.SrG GRADE LET_' - --- : .'- '.:! `---`-- =-' IU -I'�: br, �N- .4R^ ,.� <iuJ <.. �r7. c:�'m �rM "'. Yi..� �j._ tF .:.•_` ! � .. p � �� t.,:. hI^ 1mlG._ M. v _._.. �- o v> - +c�. U o, a,: �> t i��l - , �� oi� -o w ".,1` .>•.�,... t h. �a ?^� : I �„�.....-cn •:---•- ��.. . -c- _ . L _ -.-:.: � J � -oi cl�. �' -+ 'as:t� :I-- I i ,. ..._.---•e* -. --._... -.. ,. _:. _. _. W, \�"„ co ey_ 7°°"' I `l'�jq _a' ,. 1 ca-. + m"% r`"7 :. ice. "�. __ : 2, ,r.�,.•'.-`. -.,�y 1 • _ _ - ]—•.:: , :_ . "-7- , , r .f::t i , n i�, n I.. i� . � i fu : It,•a to '. t--- •-.-'- - '- , , le' r: of b o ,-..� u Gii2j o, •o- �'q ti 'J �i4i O� c - c ,.r' :�.. PROPOSED GRAD � L '-�. a-. � T` v _:... , _ �- -1.�S4G- - °.,.;r. r v 7 .'r ^�f•-.. ;-G 4g�•� r,; ph:. •____'_. ; _, c,> .ar ,.� a: +"z - a;,, a. ,',- n ,v 0.4E (0! °� _. -. � I ,, I� , (✓.4r% I o.14� G.,6„ �--- •yam -?' � ,� p U I 4% ^::. ..-- -�:. .,. .. iv c„-. .i:., ,.,; : .r•, ^5 p_. :e-...: t t , q�,'r.vtt%�, C,,.BiJ:, ��.__� � ,.�s_,___ : 1 ...,.. : _:5 -. - ?... -- ._.. <,..-..nl .!m 'Tar •r. :,y :.c,.�.. v_.,-- ._. ,I,G.64,,...__:,__/S-_ r_- .� o mew-' h A, � O.F1_H3 ....:..� _ I•.- M ra. i. p v t'�•y' O 4� .(1.20%?t._� Zz ` ' rri • 1 .. .'. -, Ey u ma's , "Ze ,10 �-" _ =' *---- , -* :: ,- bl� _t4 __{ cv......w))._. _�-_ I.:, 7.I_.L- //py --� ua -v... � <:..:.< : �-.: 1:' "x o'r- `:^. � ", >,g%)I_,.__.- - � : zl�vt`... .!�. I 9 ?3. y.- 1-320 bl :c':. „I� + -r - - �.t�%,_.�_--`-; __. -_ EXISTING GRADE C L ti ry t eo�_� / ps ,:? ct +c5 es r.. hh,,� . : : : q �•� la: Tom- � . j v-: _r_ - - — c �TGRADE- 2-4 4Zr r -7 20 r-: - --- T. ^ ::. , t RJPC�S� .0 +_ r + ? a r EXISTING T.B.7GRADE 39.S1 R7 40 RIGHT + 1 t i, - } PROFILE SCALE j RZ rt }- . HO 1" 40' - - -- ---- i ---- -- ------- -- --� --- — ---�— — - VERT- 1" 4' 55 36 37 78 39 40 41 42 43 44 45 46 47 i n Q i a -- i TRACT l cr J J J J> h _ 1 y y - _. - -----.- 1 o DROP INLET—...�Nit 4 PLANS-- 1 _— i -SEE`-_-�FL SEE sT(Ytu- --- -- = NO 19---t4 .. -- _/-- �-ptA�PUNS __SNEErNO iB - ExrsnNC PDNtn PA - _ — ZS (RELOCATE) 5 } Lw ----ram` -- ---'-- — a - - --- -- _ yyi yti� '' t\ p ty'-_�� (} r;",Jr ya•gc ;f 2 _ QJ -tea tni' � 1337.56 pG :' •.">x`-=.'�'_�- `fr-'�--. je' - 39 ."F, .. 4'_ _ _.. 41 - c;:x ..,. e '�' __. -43 -. _ _ / K T.C. �. -. h v . d �'" T''�I -� OWING AC BERM 1 rc.48 EX�S77NG C/L CAL TRANS FRWAGE ROAD - '- C�L� EX/STING AC PAt1NG --'/ - --- - --- ------- -- --- - - ---- ------- 1'�j�� EX1SnNC TRAMC STF'!PE 1'S Agg9• \ Q \,gy p ,ypA • pn _ . --� .L._�.�4- _.�...L._�._....4._ �..G ' -.&-- - --- -�&-- --- - _E SnNG RG H� _ -- L —_�_�—— —— _ _ (RtROTECT IN PLACE) ' - 04E fXfSTWO AC BERM .. -T 4 x--^x-,—,)`.—x x-'-` --.- y€--"._ . '----bn CAL7R RAW APPROJL) �i _ _ . . /' 46+t.�73 C/L�CAMINO DQNt _ EVS771V A. PA £X1577NG GAL TRANS` � -. / CAL - (PROTECT AND,/OUV) FENCE '�`;t /i EX/STING. �C� �Q p3+25,54 C/L MAIN S]R£E'T .. _ EXISTING CHAIN LINK PENCE - EXIS17NG CNAiw UNK FENCE ,r �` �y3`_ II l' - _.-_. - -off _. -.,. --._.. --EXISANC CAL TRANS R/W _.... ..---� - '_-_----- -----_ -- ... ,--" . 'yb y�, . •C.R ... fPRO7 CT IN PUCE) -�5y,_ -Ll1 ._. (PRO PUCE)--- "� - - TECT IN ^.:t'- -' DfCORA;lI6E' £A7SnNG30"SD `fi/ _.. -- `6' - _.- -- - & LIMITS OF CONS 1.15 T R E E W A°Y - LEGEND MA/N TREE( CAMINO DEL NOR TE INDICATES NEW A.C.PAVNG CONSTRUCTION NOTES INDICATES EXIS77MG AC PAVING TO BE GRINDER&OVERLA YED �7—CONSTRUCT MIN.5'A.C.OVER 6"A.B. Cit.It INDICATES ENS77NG A.C.PAVING TO BE REMOVED&REPLACED LINE TABLE _ _ CURVE TABLE 8 �� 8� � g H ®-caasrnucr e'TYPE a'CURB&GUTTER PER CITY OF LAKE ELSINORE STD^N0.201 N0. BEARING DISTANCE NO. DELTA RADIUS - LENGlH TANGENT ^��`f ' "' ^v ig ;c� � 9 5�-CONS7RUCT SIDEWALK PER OrY OF LAKE ELSINORE NO,210, 4"THICK 0 40 80 120 160 +�+ry + +a + +oo+•y +\•' c., +oo PROVIDE SMOOTH 7RANS177ON- 4' r N48D3'30'W 41330' A 07i7715' 2977.00' 369.99' 78523' {.` .^.,^ �� ^ h ',� '�-• '�� '�-- � � �( 2 N48'03'30'W 373.30' 9 074JT15" 294200' 365,64' 18305' 3 MIN. OVERLAY SAWCUT 1' VARIES 9a-SAWCUT EAIS17NG A.C.PAVEMENT AS SHOWN ON PLANS O 3 N5570'55"W 86.47' c 07Y1726" 1000.00' 124.33' 62.25' - _. � 0 0.10"MIN. THICKNESS MIN.1NR7 y_3' D�V y � s N557055'W 126.79' u 07t7726' 960.00' 119.36' 59.76' CONSTRUCT LOCAL DEPRESSION PER R!V£R57DE COUNTY S10 N0 31 L CASE B OR AS DIRECTED EXISTING EXIST. PAVEMENT 5 N43V8'03"E 807' E 114750' 1000.00' 205.90' 703.32' 1325.46 7C lJZ6.25 TC 133.L92 7C f•�•�� PAVEMENT I 12 CONSTRUCT TYPE BA CURB PER CITY OF LAKE ELSINORE STD.N0.203 F 714750" 1040.00' 214.14' 10745' 1324.79 R ^r ,},. a,u�,},,. 'r 1325.58 FL 13.7.3.25 R ,r 13J3.41 FL GRIND EXIS77MG PAVEMENT NEW PAVEMENT DIAL 1WONlORF�lG c 9211958" 3500' 56.30' 36.35' f32553 '* '" ° 132&f0 TC 133393 TC V 1334.02 1C / 5 CONSTRUCT 22000 LUMEN STREET LIGHT PER CITY OF LAKE ELSINORE STD.DWG.502 r - L TOAOLPIH OF 02 1324.53 FL �' �F' 132510 1Z 133293 ft "3 1333.D2 FL BEFORE DAYS 110"M H 017211 960.OD' 2295' 11.48' " 21-EXISTING AC PAVING TO BE REMOVED&REPLACED AS SHOWN YOU D� YOU 1 017149 g 2..00' ZO.B3' _41' -- - - 22 DUSTING A.C.PAVING TO 8f GRINDER&OVERLAYED AS SHOWN ON SiD.PAVEMENT,�N DETAIL TOLL FREE 1-800-227-2600 J IB0oDDO 2.OD' 61 ---- LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL �✓ A PUBLIC SERVICE BY K 017149 993,00' 20,74' fo.37 11 scAiE. 1"=10' tY�R Gs G STANDARD PAVEMENT)OIN DETAIL o-,�Sr TO GRADE UNDERGROUND SERVICE ALERT "-`�"'- MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPR/A7E PREPARED BY SEAL "AS BUIL 7- C17Y OF L ANC LLcNOpE SHEET NO. J, CON&TTONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENG/NEfIFINC 7 N SNERIDAN STREET 9 ESSION 1.f®/ G/7AC C JB/W A FOUND ACCEPTABLE SU17F 117 �0 5 N. 4q<F RGE EXP. DATE LAND PUNNING CORONA,CALIFORNIA 92880 ��e�` �a% REVIEWED BY. STREET IMPROVEMENT PLANS 7R.(951)279-1800 4Q' sa m ARMING FAX(951)279-4380 rc N 65931 ELSINORE HILLS ROAD and 9-yf_�f £ngineern�Inc. INSPECTOR DATE CA"NODR NORTE OF 29 SNTS sr crvlt c SCALE'AS SHOWN BENCH MARK.,ELEVA77ONS SHOWN HEREON FIE NO K N RUKAVINA RCE Ir ofo DATE / "TFOFcnuF°�a ARE BASED ON RIVERSIDE COUNTY BENCH- GtdNNO DK NORTESTA 3S*OO TO Af7KK1 CITY ENGINEER f �-F^ro DATE.' MAY 2075 MARK NO D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE - ADDAD RCE NO 659JI DATE ELEVA770N.• 1421258(NAVD 88) Oroxrg:R:{2.STOIFiM✓15'irm11/N.`1J10-PUf-5l-INF-!!A.g (oput J9a-fYN-St-M-N-ii 9F1.N4R'!E-11 Sa,eA 5%1/15.3 59 A4 Hotiek 5'•9/20 S 44 AN ex—y w. i 7 IQ .---Y -. �__ � _, a -+ IN G,_ - n I i � '.. / I -„�i^. :,>-I"' -. / I �!. •�;,.-; 2Q0 ,. :: _ 7 1++�" -_•:- � V, » ;/ .. «'i 'i nI) /�, iC� O 4.,'r= :. -^ t rJ LI $_:. t } S f , v. / - Ea- Ea4..vy I Iti-. - cvi..,'. ey.. , _ •. I U � ,_. r . -, ! -.l - �. }- -r _�1. _^la } -.N><', a�.. .:yl�} d C�34•,-,�9: 4�g -.. -p I r.-... -:._ PROPOSED i.C. GRADh-v' o -- - - � I { • Ft �+�' h S�+Ih^ � { "'_ k h� � "' c�. pl`_ NIA gin; I .•r'"", / � �D LEr7 \ i - _�,_- ......_ _..-_.:. __ F..:C. ate' �.- � _.,.+{3t /f, _. Q: y,. h_. n - oi`'.. :oI _tau, c;•k :. "h'�{ 1-a:, -+ x ` ::.- t ._ m •``_Q ;' ,.., c : a -_a h^ / 2 '-i '. pl'° �,-. / I �- � �. oil -o'� .vim �� _- n*s. i._._ M � f ___.��. 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T/NW '' (_-. 4 .U.._�. � _W.__. . ._ 4..__, W -_- R£MOV£&WASTE -., 2 ci - - k! -xz .. ,o ci fX/SPNG C CALTRANS FRONTAGE c,, - ...._ -( .. 4; _.. - -.. <`- �. ¢o__:_-- i,�l - Q `�",��i..,_ ,35a ._ _..e �Wi - -r ----.-_._._. ,r,., �+'..__. _ -ti._ ...._EXISTING CACTRA_NS 3ti � U 33 .�.. - -_ pq -.-t-:- ,.tom �o""�`� � � '�' oba �o --.- �.__ ��.. �3 4,4 13 � - t•15 FREEWAY ✓ scAce 1"=40' _ � n n CAtC�IINO DEL NOR TE $ CONSTRUCTION NOTES D 40 Bo 120 rsD LINE TABLE CURVE TABLE CURVE TABLE h°°�� h �� "' cays7Rucr MrnL 5-1/2°ac ov£R s'a.e. cY n NO. BEARING DISTANCE Na DELTA RADIUS LENGTH TANGENT NO. DELTA RADIUS LENGTH TANGENT FT LEGEND �4-CAVSIRUCT 8'TTPE 8"CURB&GUTTER PER CITY OF LAKE EL9NORF STD.NO.201 1 N3931'17"W 9.96' a 03,5155" 1040,00, 6246' 35..09' d 03'5155° 99Z00' 6Z25' 33.64' (TV _ N4%% 'ILO°W 607.06' s 035155° J040,00' 70.f6' 35.09' K 7773'44" 307.8T" 60.33' 30.26' 1 � 1�8� INDICA 7ES NEW A.C.PA NNG 5 CONSTRUCT SIDEWALK PER CITY OF LAKE£LS/NORE NO..210, 4'7HICK 3 N3931'11"W 607.06' c 035155` 960.00' 64.76' 3239' L 075196" 43Z05' 59,98' 30.04' 07J)9'00" 1000.00' 124,79' 6248' a 007628" 99100' 4.76' 2.38' 13752l R ,r' ` '1376.27 FL INDICATES EXIS77NO A.0 PAONG TO BE REMOVED&REPLACED fi CONSIRUCr LOCAL DEPRESSION PER RIVERSIDE COUNTY STD.NO..311,CASE B 1DAYSW RE E 07T19'OD' 960.00' 71980' 59.98' x 117954" 146300' 289.35' 145.15, 137602 TC ,;� ,._,r 137&69 IC 1375.69 FL 12 CONSTRUCT 8'TYPE D'CURB PER RIVERSIDE COUNTY STD.Na 204 BEFORE DAYS DIG F 07179'00" 1040.00' 129.78; 64.97' 0 T 79 54' 1477.00' 129.78' 64.97' YOU YOU c 1179'54' 1470.00' 290.73' 145.84' P 07109'00" 1D07.00' 125.66' 62.91' LOCAL DEPRESSION DETALL 15 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY SID.NO. 1000 TOLL FREE 1-800-227-2600 H 117954" 1430.00' 282.82' 141.87' 0 03'5r 54" 99300' 66.98' 3&51' FOR G& A PUBLIC SERVICE BY 1 117954" 7510.00' 29&,64' 149.81' SCALESCALE,' I'=f0'�J �4-AD.VST To GRADE UNDERGROUND SERVICE ALERT 7V 1!� �� p MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPR/A7E PREPARED 8Y SEAL AS BUILT" CIl J OF LIIAE ELSINORE SHEET NO.. CONDI77ONS OF DEWLOPMENT AND/OR Cl7Y AND SrA7E LAWS AND HAVE BEEN 8VGNEERIAV 357 N.SHERIDAN STREET QpoFESSI, •/� FOUND ACCEPTABLE - SUITE 117 S° s N 94<F RCE EXP. DATE / l LAND PLANNING CORONA,CALIFORNIA 92860 ��' oo REVIEWED BY., STREET IMPROVEMENT PLANS TEL.(951)279-180D -�,tQ' Tom ELSINORE I'IILLS ROAD dlJd SURVMNG FAX(951)279-438D 65931 /Cf`%='Iri e' / I� -/J Engineering,!nu * SCALE: AS DAMARK. aEVA 77ONS'WON H EREON �INO DEL NORTE IL 21 SHTS KILN RUKAVINA�RLe �2$lob DATE / , rgTfoFcivivCA�4Fo��P SCALE, AS SHOWN BENCHARE BASED ON RIVERSIDE COUNT BENCH- CAMINO DEL NORTE STA 47+0(J TO 58f00 F11f N0. CI7Y ENGINEER '�/� DATE' MAY 2015 MARK NO.D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE FAR ODAD RCE NO..65931 DATE ELEVATION• 1423,258(NAND 68) @a,.eg:R:i1N3101rmdlttree(tmYtJ10-{YN-ST-M1"-11✓"4 L°yruF.JOl-MN-ST-MF-CgYNO 0R NpRIF-11 .S�rcH'3/18 l5 101 PrA N"flM SfZ9/ZO!5 S e/qM BK fbnnY fkrfm ----- - _ fy, e a -✓ ..-. TtiE :f!TLf, ' v. , j -t � a .. i.:: �. L- f_::. 30 - Y INS {/gTTONOr !_ - - } t 4 i PRDPos&D r.l,-GLADE--�, �- :140 LEFT l m - - -- - _ r a 50 VC f . 1.Da 1C 35z,8 JOIN Fa FOR R?AV'EL ---� - r t -� rU WAY f r:: $ P P .fit+33�1D7 _.GZ. +2 '°. ��4!r'� �. L C5 PROPOSED C f34' £L I o o + N EXISTIN fLG GRADE 4 .. +_ `c ios� — T -- G JOfltl GRACE PROP O�ED;: n i t - q 139549 C. 6�1 X/STING, GRADE 0 PR..IV'ATE DIRT ROAD rE � !- . _ .-._. _. ,_ ---- .i U�U G� ��lr;AIM , II l - _F ( Q �e t sz --._t33.,. - r -- ' FUTURE I. GRADE 0 40 RIGHT I , I- _.. - - - - - — _t i GlfAOE PROF 1 ALE ...., _ { x i t -� j -r— HORZ:L1"SC 40' 4U`RIGHT } 1 VERT. 1" = 4' 58 59 i 60 61 62 63 64 Q Tint�CT :5337' 1 W ELSINORE HILLS ROAD WA7�QUALITY SEE SHEET NO.3 e oE 45' 45 U} xc W 10' 35' 35_t0 m w R.a iDRAZNTORM t , OFFS/7B OR190/NO PER fE'AtPOR/+RX . s .-` �1 CALTRANS CON9 VGT14N EA9EA7EN'T OOG.Y2014-. \ R/W 100' R/W O y aX�88�7 �� \ \� O� r0 W4 _ O. Q� 4 ,p 50 40' 40'50 70 9�`^� ` -* } 1 �1 EX157ING SLOPEEXlSDNG GRADE {S }. �� x PROPOSED GRADE r \ -r ry.°'- '5� 2% pi _ ri - -. :- I -: ->T ..a w • _'..,> .. .' -t— - ,-__ -`--<-:. -ate.-. � v+'�0i. ��:�ii�.��s r�T o�T' ... r PROPOSED DAYLIGHT 62 W -X_" o _ EX/S77NG AC PAVNG - -- 1 -i( 7r- x --x TO BE REMOVED h _ , EX PRIVATE DR1VE)o. , �50EX/ST_ING A.C.PAVING .,�+-. .,6.== _. ._'- --. -- _ — _ --+,�. T' - c`---=.= y� PR_PtOPOSED DIRT ROADWAY SECTION (REMOVE&WASTE) - Q o-�. I -- -_ �" — '— # -x I7 � �EXISTING CAL)RA NTS <SXIST7NG CHAINLINK FEN STREET E .;(PROTECT IN PLACE) .._.:-. ¢ off o a $Y �^ o xWa ¢ter w \3 J �`J w.._ -NZ 1 ra+P ut�,z�i 2 ,,�`' ci _I'�+ 'v-� xa`; fX/SANG CALTRANS R/W EXISTING CIL CALTRANS FRONTAGE ROAD ' .ate 0Of Q mow ��• "1 o f 1, a _ Q '- ��"''S - f�PFfw . 4 y. 61+32.14�L_CAMlNO DEL NORTE <: 10+55.01 CIL ELSINORE HILLS ROAD - - CONSTRUGT/ON NOTES C"INCH DEL N4TY r- .+>z -.-- ,�. ' :,� � Qf-CONSTRUCT 3-112"AC OVER 4"A.B.Ct.II PER TYPICAL SEC770N INJ SHEET 2 o-CONSTRUCT 8"T1PE 8'CURB&GUTTER PER CITY OF LAKE ELS/NOR£STD.NO 201 Ll CONSTRUCT SIDEWALK PER CITY OF LAKE&SNORE NO.21a 4"THICKNESS ( -INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STD.NO 4" _LINE TABLE _ CURVE TABLE CURVE TABLE _ _ \J f I n�� ---- LEGfIVL7 /2 CONSTRUCT 8"TYPE D'CURB PER RIVERSIDE COUNTY STD.NO.204 fj a� N0.__ BEARING _ DISTANCE NO DELTA RADIUS LENGTH TANGENT N0. DEL TA RADIUS LENGTH TANGENT 1 N7O55'3Y"W 176.71' A 1255'26" 1470.00' 331.584 f66.50' c 180DO'00 2.00' 6.28' INDICATES NEW A.0 PAVNG 75 -CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY SAD.N0. f000 8 1OV4'14" 1430,00' 251.35' 126.00' R O349'09" 1467.OD' 97.79 48.91' c 125656" 1430.00' 350.40' 1". - 1 0872"08" 412.39' 60.24' 30.17' - INDICATES EXISTING A.C.PAVING TO BE REMOVED&REPLACED �0 ALL METAL BEAM GUARD RAILING PER CITY OF LAKE ELSINoR£S7D.NO..413A&41,E DIAL E 7YDO r 095933" 1463AYS 00111 ,00' 255.15' 127.9O' d 10.39'33" 32506' 60.47' 30.32' 21 EXISTING AC PAVING 70 BE REMOVED&REPLACED AS SHOWN K 0179'45" 147700' 38.56' 19,28' YOU DIG YOU DIG SCALE i"=40' Q2—EXISANO A.0 PAVING 70 BE GRINDER&OVERLAYED AS SHOWN ON SID.PAVEMENT JQN DETAIL TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY o- Yt UNDERGROUND SERVICE ALERT D 40 80 120 160 4 ADd/ST TO GRADE MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED SY.- SEAL AS BULL 7" ,/�7y p� SHEET NO. '----` 357 N. SHERIDAN STREET CITY OF LAKE ELSINME COND1 DONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND NAVE BEEN I �N��+ QµOFESStpy q� FOUND ACCEPTABLE SU17E 117 O S 44<F, RCE fXP. DAIS / LMD PLAWAC CORONA,CALIFORNIA 92860 ,�¢'¢-� O STREET IMPROVEMENT PLANS REVIEWED BY a5INORf HILLS ROAD and TEL.(951)279-1800 h,��' a m WIPVEYLNC FAX(957)279-4380 N.65931 OF 21 SHTS Eng7neeting,Inc. * INSPECTOR DATE G4MlNO DEL NOR TE KE IWINVINAI RGE q2 Ido DATE SATFpv cAVFO��P SCALE AS SHOWNALEVAZION, lZEREON AREEN BASED ON RIVER DE COU TH MA ELEVA77ONS SHOWN BENCH CAMINO DEL N®RTE STA SBfOO T®64�OZ FILE N0. CITY ENGINEER -�ZOLS DAT F: MAY 2015 ARK NO D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE FARRIS N. HADDAD RGE.NO 65931 DATE • 1423.258(NAND 88) a-e"hy:a tasaszufrmd sr.Keixri.rm-ary-sr-mr-rsay <�r».-ax-sr-us-caud.ro as xew>F-rs sawea s/sr fors rr:rs nu a"Tres s/n/�rs ssa.w ex a.,"r Harm TIT, , Ell i--f f_ a { 1 :. t f i ! t ,.! r i # :{ { 1.:- -1 .:.: #-. t 'i r' • ,a , ' i I J J i F1 n ---« - 1 {`��-'i_ .... . 4--�-.'t---i'- n J " •, [} i o f _ 1"106 R.O.P. n t L { 42 D/A.R.C.P.AND - z PER _ f - Durz£T sTRDGAR£ WS.E. GL m.35337 S0 P1AY fXtSTINGGROUND f- 1 42 5'D. 94 +� ( 4 L� —s D Ods4 90 S e F cs j.. { , 0.0054 % - _- , ; , i �N 4Y { rT a HYfJ C DATA H DRA DATA 5:�I z:: ,fl.IDOF � {,V Vp - h r- � � � -w �.VAXcB fP� : j _ :# 1 ,- j _. 7 -. .._ -_ s --. PROFILE SCALE —1- —T-jl-- } J..- _ + .a... - #600J-D"�._.T �. -1- { _ _}_._�_, ,L .. --..:.. i -EQtN+I.R1NK£ ARCH PIPE - 42 _ 339.91�F 47°RCP _ t '-_. r - 7'-Y -'r , _ _-.. 1 ?�-"- _ . HORZ: 1" 40' _ - ;_ 10 11 12 13 14 15 16 17 LINE A-20 STA. 17+00.99 AHEAD AND BASIN OUTLET STRUCTURE PER 7R.35337 SO PLANS SHT 16 35337 1 , \ BA51N#2 _ I �� \iP`\ �� \✓�i - CONSTRUCTION NOTES f P./�L 3Q98S i IL STORY DRAIN PER ~ -\\jam � /-- Q-INSTALL 42"R.C.P.D-LOAD PER PROfXLE 1 1 PARCEL MAP 30985 �� - \ RCB EXTENSION AND I f �� IMPROVEMENT PLANS �t \\� A©-INSTALL 42'DIA.EQUIVALENT R/NKER CONCRETE ARCH PIPE D-LOAD PER PROFILE - N£ADWALC PER PARCEL I I ` \,`-- MMA 30985 IMPROVEMENT -:, `'.� �� \��\ -_._ 4Q-CONSTRUCT MANHOLE N0.2 PER R.C.F.C,D. STD.DWG,NO..MH252 PLANS - -', - ih'�u g --- h---. ------ --- -«T..�ax;• ----. --t TRENCH BACKFILL AND ROADWAY REPAIR PER CITY OF LAKE ELSJN�f STD.N0.6028 - \ Y - Y I i a-CONSTRUCT MANHOLE FOR EXlS71NG R.C.B.PER S.P.P.W.0 S1D.PLAN 32 7-2 _. -� ---�-- -_ -�17400.99 ._._.-.,�„� 51 CONSTRUCT,k/NCT/ON STRUCTURE N0.1 PER R.C.F.CD.STD.DWG.N0. JS226 .. i, -.. 5 END CONST. --T '- '- ---_ 16+94.57 53 CONS7RUCT IRAN57770N STRUCTURE NO3 PEA R.C,F.CD.STD.DWG,NO 75303 o -a _..- --- of-- =----- ' ------ - -- M.X/3 --'-. ---- - �--- - t3 Q--CONSTRUCT iJMBER BULKHEAD PER R.C.FC.D.5T9.ON�G.N0.M804 EXISTING HEADWALL(PROTECT IN PLACE) #- CAMINO DEL FORTE _. 1 t88 2 EC �•. 2- -EX P.P. EX RIV 4._ 20 -��--EX.P.P. -- 2f _� "" 5 22 '�"-fX P.P.-23EX,PP 25�'�- 4 '•6 fX/STING 6'X5'R.CB. (PROTECT IN PLACE) 3`- -`�-4 04 f N077CE - -7Y -s- - w- -2- - -� 73- `- --i - - - - 75 --- fi6- CON7RACTOR TO VERIFY E -A EXISTING JOIN&RIM QEVAIRON PRIOR 7O -_- / BEGINNING CONS7RUC770N - -,.-. FUTURE R/W - -. �M LINE TABLE + 4 - NO.. BEARING DISTANCE 1 N6334 21"W 13.52' N3638'47"W 58297' N5371'13"E RT 12.67' LIFE 20 SCALE, 1"--40' FDK Imam 0" A CURVE TABLE BO DAYS MW 0 40 80 120 160 OUmG YOUD 0 5N � 3 L iDT7 7' TOLL FREE 1-800-227-2600 A PUBLIC SERNCE BY a I 90TT000' 4500' 70.69' 4500' UNDERGROUND SERMCE ALERT MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN R£NfWED FOR COMPLIANCE W7H THE APPROPR/A 7E PREPARED BY, SEAL AS BURL 7' CITY OF LAKE ELSINORE SHEET NO.. CONDI7TONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENQNEfRfNG 357 N.SHERIDAN S7REET oFp�ap -f FOUND ACCEPTABLE Kr SUITE 117 goes ggYF RCE EXP. DATE l4 l LAND PMNNING CORONA, CALIFORNIA 92880 xQ4 0o tic R£wEWED Br.' STREET IMPROVEMENT PLANS TEL(951)279-1800 y ne ra m S&WVEWNG FAX(951J 279-4380 p 5931 m ELSINORE HILLS ROAD and • iF'?'�►' Engln ing,Inc. • • INSPECTOR DA7E CAMINO DEL NORTE OF rl SHTS e SCALE.'AS SHOWN BENCH MARK.'ELEVA77ONS SHOWN HEREON r ciw4 a�°' FILE N0. KEN RUKAMINA,0.6E W- DATE -- grfor CALX'- ARE BASED ON RIVERSIDE COUNTY BENCH- CITY ENGINEER �- �� DATE' MAY 2015 MARK NO.D 307 RECOVERED PER RECORDS STORM DRAIN LINE A 2Q CITY OF LAKE ELS/NORE �FARN AD R. .. .65931 DATE ELEVATION.• 1423.258(NAND 88) pvwe•g:R,,154iP0\Md\.Sfree(1M'f1J29-RN-Sl-MF-59,4.Owg Lopt.tits Sowd 6/IS/2a15 4:Q5 PN FotNN%16/1015 5'i0 AN By penny Hm(me a , r -_•r_ 4 ;r_ ' $ F a r -t G 1E r I. 71 f 1 f , I -1 i r 1420.67 i PROPOSED SURFACE ! x { - _ f✓TSTINC SURFACE � -. -.14flU -- t SbRFAC£ him i t . HOT 1420 � - i -' .. PROPOSED SURFAC,° i i y HYDRAULIC DATA 410.s lu✓ 1 /i wrN ,�./ '0,x lOr5+'FS # + 1386.5 lN/ S' - V 13 FPSJ= 50------ - -- - -- _ _ua REMOI \1390 18"S.D. - ~ �E EX 54"C.SP f Ir0- 18,'SD.\ HGL--t1405..12(NV �i- { T2"OPENING ,, � � z � 1399.99 7NV ' +;: l , >, cla vcL / 405 57!NV 0�40 24'sv. t L / - _EXISTING SURFACE 1400 -" ✓ / // I�' ` -.1._ U. ro _/ 1380 ^C '._PRO PROTECT { r X 54 .,SP,R 7E., Q,,= 851 CFS`. J }- , �...-}- _"::_.+ ,. � Ir,n h V 26 FPS._. -- -- r ' rn , l z as RCP* HYDRAULIC DATA R.C.P. NOTE HYDRAULIC DATA HYDRAULIC DATA HYDRAULIC OAT HYDRAULLC DATA z 7250-D --, R.C.P. SHALL COMPLY WITH 3.:-t-_ Gtrra 1338.CFS. ':Q,na 130.3 CIS ..Qioa= 128.3 CFS... dry= 173.4 t;FS h. M._ QroO- 79....CFS .: V. z2(PS v 24 FPS ✓Mar= 26 P5' ✓Max= 2.5 FPsa vMgx- 2s tPs THE REQUIREMENTS OF GENERAL PROFILE SCALE 2t950 tr 3s"RCP* 5963 LF NOTE NO. 13 ON SHEET 1. MRK i I 224.87 LF 36"RCPa'`1250-D - =�' 30"RCP's �. 724.45 LE 30"RCP* ' HORZ: 1" = 40' T500 G 250-D 250-0 VERT: 1" = 4, 8 9 10 4 11 12 13 14 15 16 17 �1CREACTOR 70 v£R1FY yap FOR PROFILE 5 \ CONSJR(/MN NOTES EA7S77NG JINN ELEVATION �r SEE SHEET 20 PRIOR TO BEGINNING ��.y -' CONSIRUCRON LINE E-16 FOR PROFILE 1Nsratl 18'R.QP.CLASS 1v d? p SEE SHEET 20 �'� 56 _ --'� 4t INSTALL 24-R.CP.CLASS IV f O� BASIN EMERGENCY J53 J7 � + 61 �� 42 INSTALL 30'R.CP.D-LOAD PER PROBE h LINE E-4 �- e STRUCTURE PER 7R.35337 �� -"=`` a STORM DRAIN PLAN SHT.2i 8 ®-INSTALL 36'RCP.D-LOAD PER PROFILE FOR PROFILE FOR PROFILE ST..STA. 11+45.91 C C.B.E-1� SEE SHEET 20 SEE SHEET 20 c� 61 a-lX7NS7RUCT MANHOLE N0.1 PER R.CF.C.D.STD.Ol4G N0.MH251 7 q {t-21' xr i i r�ll LLNE E-13 53 rn 77 LINE E-6 4 CONSTRUCT MANHOLE N0.2 PER R.CF.CD.STD.DW.NO.MH252 AO E if�I 4 LINE E-13 STA. 13+25.00 'j n A 61 'QfyO' A I v N 5 BACK PER TR.35337 STORM �+ CONSTRUCT BIFURCATION MANHOLE PER DETAIL ON SHEET 16 DRAIN PLAN SHT.15 CONSTRUCT,UNCON STRUCTURE N0.2 PER Rarca SID.DWG NO. US227 �m Snti� 1 1 ,i z BASIN#1 )1k 61CONSTRUCT 7RAN57TION STRUCTURE N0.3 PER R.CF.CD.STD Dim NO TS303 + WAY _ TRUCT�T BASIN NO6 PER RCFCD SID DWG NO CB1D2 J I 67 4 r U 54 CONS QY BA 0 D/ 16 SM DOG.NO, C810O mCON57R1C CA CH .I� to �- V CONSTRUCT CONCRETE DROP INLET PER R.C.F.C.D.STD.DWG.N0.08110 CONSTRUCT SAECIAL CONN£CRoN TO CATCH 8AS1N PER RaEr- .Sm DKV No.. C8709 i4 I' Q 0'r� B 16ry 43 Q-CONSTRUCT U-nP£PIPE HEADWALL PER SAN DIEGO REGIONAL STD DWG NO D-34 CONSTRUCT 77MBER BULKHEAD PER R.CF.CD.STD DWt;.NO..M804 --6 - - -- - 4 � 'I i 61 CONSTRUCT PIPE ANCHORS PER SP.P.WC.STD,PLAN 221-2 11�ry ELSINORE HELLS ROAD 41 7 40 � s2 CONSTRUCT RP-RAP PAD PER!)£TAIL ON SHEET 18 5 i lL FOR PROFILE " ( - SEE SHEET 20 CT r LINE TABLE CURVE TABLE LINE E-1 E - - SCALE f'=40' I _ L �- L =`'a. _ -_ J _ N0. BEARING DISTANCE NO.. A R L T f j -___" �- ` 1 N 41'16"E 82.40' A 26:5844" 90.00' 42.38' 2L59' FOR PROFILE ',� / //. _ _ _ _ ry m' 2 N727742"E 43.27' B 5373't3" 90.00' B3.86' 45.25' 0 40 80 120 160 / SEE SHEET 20 _ I� /�� _ _ _,..� 3 N19iT429 E 191.15' C 19'1T15" 594.00' f99.96' 100.93' LINE E-2 4 N007246"W 50.00' D 5572'12" 4500' 43.49' 2.61' v Z+ 5 N06 T5 E 2 25' E 28032T 4500' 2204' 71.24' IJ ti 5T.STA. 11+40.68 C C.S.E-2 4 `-., - 6 N853559"W 5580' FOR PROFILE W--14 v-6.58' i m " 7 N64V429'E 111.18' SEE SHEET 21 }� ,l 1 �� I 1 asp_ 6 N155448"W 5x36' 9 ' i��// l/T�(l ,` - 9 N563742 E 5320' _ ........-- f RT LINE F v % �/j/�/ O /�, i j� l _ - - f4+84.43 1D NZ274'55"W 2528' i A]PN - : MH.1 1 11 N7747'07W 86..47' 1 ' - 37T-340-015 r ST.STA. 14+75.00 Gg C.B.f-5 72 N 77T42'E P7.58' `- 5 13 N003,5'45W 22.97' DUL FOR PROFILE �" DAYS BEFORE x• 14 N8973'08 E 40.63' YWDiG YOU DIG SEE SHEET 20 Nm S E SHEET 20 15 TOLL FREE 1-800-227-2600 4D I' L I E E LINE E-3 5 NOt 4224 f 37.41' A PUBLIC SERVICE BY 6 5 I i{�,1 t� LINE E-5 UNDERGROUND SERVICE ALERT MARK REl9S/ONS APPR. DATE THESE PLANS HA IE BEEN REVIEWED FOR COMPLIANCE NTH THE APPROPR/AlE PREPARED BY SEAL "AS BUILT" CITY Of LAKE ELSINORE SHEET NO. CON017701VS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN I FAK1A/EERLNG 357 N.SHERIDAN STREET QgofEsstpy _ -tr FOUND ACCEPTABLE SUITE 117 4o 's qtF RICE EXP. DATE 7J LAND&4WWAC CORONA,CAUFORNIA 92880 �e ep� oo REVIEWED BY. STREET IMPROVEMENT PLANS TEL.(951)279-1800 y GIP ro m ASVMAfG FAX(951)279-4380 a 931 ElS/NORE HW ROAD and OF 21 sH7s /.l `t f Enginea n9 In # * 1NSPECTOR DATE CAMINO DEL NORTE %' s r SCALE.,AS SHOW BENCHMARK.,ELEVA77ONS SHOWN HEREON FILE NO, KEM Rguy1►SA,QG6 4uw OA7E --� T4TFcr >.�Fp ARE BASED OI RIVERSIDE COUNTY BENCH- STORM DRAIN LINE E ca CITY ENGINEER - DA7E MAY 2015 MARK NO.D 307 RECOVERED PER RECORDS. STA. 9+50.00 TO STA. 16+15.28 CITY OF LAKE ELSINORE FA ADOA R.CE NO..65931 DATE ELEVA7/0N.• 7423.258(NA VD 86) Orw*r4'R 25(310�Fwtid{S4xl1 1J10-PGN-i/-AY-S0I31xq lap+(3BYti SwM.%4B/Ml5 SBO.FM HWkS 5/29/P/5 S SB nY B.D-y Heston t — r — LL ' -- L zi M, =1445 1470- - ,... HGI ,, I'. '. PROPOSED SURFACC EI�SRNG SURFACE \ 0 { o 2 - — :: :r -.: r ,..... , -•__,_ I -:- ..: PROPOSED SURFACEIr I , .:'... �� •,n _._.... . ,::. 1. ...::. . :: .x.__,__::':_ s.__.;:..; =-=� ,:::. _ -- ..J r. k._.... _ r - -- // IRA333ZO3 :ti �/ o DRAIN PLANS _ 2_ `: . t rr 2 --- - -1435 -+ —14so— t7fT ram. {` + i j - -1425- 00 - -i --1450 - �y �� 11 \\ 4. { -- _ HYDRAULIC TA HYDRAULIC DATA HYQR�J1�C QATA I P. NOTE '42067- 0 -' 793 CF5': �I_. O,,x 75.3 CF.S. Ofoo." 77.2 CF5 t V I„r __ roo-� - r �D� iii �#Ax z6=PS v Ax 18 FPS R.C.P. SHALL COMPLY WITH 7,'V tFiaA,v 26 FPS 1 THE REQUIREMENTS OF GENERAL PROFILE SCALE j k , i8239 F 3,D" 4 _ - -I 33326 IF 30 R,-P*'�; 64.68 LF JO_RCP` i A ` f NQTE N0. 1.i ON SHEET 1. - _ ' --- ------- 1 -----f----1250-D 725d p ti - -. a ;�-# t __ -_ k - 16 17 18 19 20 21 22 23 FOR SHEET PROFILE ^ SEE SHEET 20 A UNE E-7 x MANHOLE SHAFT MANHOLE SHAFT \A \\ \ PROW.R/W P ' 2.33' 233' ' P i •�� 20 --�� _ ------.._ '� ELEV £LEY - - - - 2 PER PLA ' PLAN F � FLEV 4 ELSINORE HILLS ROAD t--7RACrBOUNDARr h - PER PLAN L/N£f-9, �1NCT STR.AND END CONSTRUCTION - _ `B PER 7R.35337 STORM h �V h DRAIN PL NS SHT. 1 i o 0 �-- PER PLAN � BIFURCA7>ON LINE LINE E-A JUNCT.SIR AND CB �J hZ SECTION A—A PLAN�SHT.127 S7DRM DRAIN PER TR.35. STORM O EAD • PLANS SHT. 12- J �" LINE E-10 PER TR 35337. APN 3T7-34O-'O01 STORM DRAIN PLANS SHT.12 CANevA; 4 BIFURCATION MANHOLE DETAIL ..o MODIFIED RCFC&OW MANHOLE NO.2 SID DWG NO.MH252 N.TS 46 lNE CONSMUC RON NOTES RT INSTALL 18'R.C.P.CLASS IV 42 INSTALL 30'Rap..D-LOAD PER PRORLE 46 CONSTRUCT MANHOLE NO..1 PER R.CF.CD.SAD.DWG NO..MH251 LINE TABLE CURVE TABLE NO. BEARING DISTANCE N0. d R L T nBMEJ 7W0 DA) BEFOR SCALE• 7"=40' ®--G'OJS7RUCT CONCRETE DROP INLET PER R.CRC.D.STD.DWG NO. CB110 1 N1172'07'$ 79.87- A 265778' 1106.0O' 320.32' 265.07' } J �--CONSTRUCT TIMBER BULKHEAD PER RCF.CD.STD.DWG NO,M604 2 N137905'W 835" 6 92%f579' 4500' 7285' 47.22' 0 40 80 120 160 C 24'41'12' 45.00' 19.39' 9.85' TOLL FREE 1-800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT C l 'r C MARK REOSIONS - APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH TIE APPROPRIATE PREPARED BY., _ SEAL - AS BULL I` C` ®A-LAKE EGJIN®RL SHEET NO.. r 357 N.SHERIDAN STREET Fl CONDl77OJS OF DEVELOPMENT AND/OR CITY AND STA 1E LAYS AND HAVE BEEN 'fIVdN�1NCr pROFE FOUND ACCEPTABLE SUITE 117 �p 5 F/q F >1 LAND PLANNING CORONA,CALIFORNIA 92860 �e p� y RCf EXP DATE 1 STREET IMPROVEMENT PLANS `� o 1- RENEWED BY., SH75 T (951)279-1800 ti 4� 90 m H SINORE HILLS ROAD and � S(APVEYING FAAXX(951)279-4380 � N 65937 b OF L Engineering,Inc. * * INSPECTOR - DATE CA"NO DEL NOR7E 7r O s p SCALE.-AS SHOWN 8£NCH MARK.• ELEVA77ONS SHOWN HEREON t FILE Na KSN ltUKk%JlNlk,WU 4ZWWW WE grFo�ALt4p<a ARE BASED ON RIVERSIDE COUNTY BENCH- STORM DRAIN LINE E CITY ENGINEER _ — DA7E MAY 2015 MARK NO.D J07 RECOVERED PER RECORDS STA. 16+15.28 TO STA. 22+08.44 CITY OF LAKE ELSINORE FARR! ADOAD R.C.E.NO..65931 DATE ELEVA 77ON.• 7423258(NA VD 88) 0nnt+g:P',25{SZO fmd,5lrm[,MF\S1n-PGV-ST-MF-916tl g L-1 36rT4 Sores 1/1 f3 1 AM 10W 11%2Ct5 1-'l 11 ?y bmny Nw(m ' -- ,. ( _ , I4. rCEExi5 NG SURFA ED SJPROkOS ,ACF I. k -$ , AN - t 24-BTA.R -,PER/R� 7 T GPARE7/'OD S70RM DRA1M PLANLwi'i �iI - �� SURI•�E£ I __ 1 � f _^I -t I__ ' -136 tl - 1380-- -. STRUCTURE PER , I - _,- TRAcT 35,73T,S,T$_:RM , ,.. . -1 { -_ . -1-..-f �AItJ:.'FLi3iY - : '! F t... 18'5•.D, --_' I - - ` ---y--• =- ' :- -`s +:: .y`;I :-fBE'.r$Bi r - _. 737E 55 =t - 1 t-:. j . = } t Ir / .f357=# r ' f L r � r EX,S,lNG SUF?FACE - 1 rr-- - �.:n .ram PROPOSED SURFACE- �:....- --r' 5--U. 4 / t 1.D7 -c"013E -- �- r ' •rs'�" :�'P. ,/ S EXISTING SURFACE ` - -9350- _it -sir 36•,:AC,v. / roln ....� _•/ 2 >,,. ml--'-.. o r 4 n e: 1.iV�sL _ ' ._:/ :;:�: � rti ,:.I . . N:,.. "�'�c _ ': ` fir:::: _ :- :::. _... �us . 20 fi CFS I ' i^ i: �^m o#;sy�� F rY,q{Lr- 32 - -:: �_.� y?fo: -8 ,.D. T�7P.50 LF 24 R;P E7 36-ACP Z3ES 62 CLASS IV - 1kRP7FCT IN PLACE - -'--- -- - -_ _-- - - - -1380 :_ -- -T3dE- HYD C-DATA 1345 ;/- (FA -1340 � •i ryy` o f ` - a CI LINE F2' :.m. .: Sc""E.?LAN THlS.SHfEi� HYDRAULIC DATA'', HYDRAULIC`DATA HYDRAULIC DA_I, _ /4�kAUUC DATA ^ HYDRAULIC DATA H f) TA -- - --- -- - - *R.C.P. NOTE / Oroa=.:A9.3;Gf$ :C rn `::_.fl(�-.398 CFS - -` J GF�}_ ;�. r: 01,v= 26-1 CFS :. _ Orco-.26.7 CFS. Olaa- 23.E kfS X uONO= VMS 21 FPS b�= 9?PS N e VAl s FPS ✓nx " - R.C,P. SHALL COMPLY WITH PR IOF L SCALE / „k,s vMA - 32 FPS THE REQUIREMENTS OF GENERAL 88.27 tF 24"RCP* ,. .3T IF 24"-RCP ?. ' 260.94 IF 24"RCP4 475 s4 LF 24"-.RGP4` NOTE NO. 13 ON SHEET i. - HORZ: 1" = 40' . .. CLASS N :_, _:I CLASS IV CLASS IV C...ASS IV ..--- ----. f VERT: 1" = 4' 10 11 12 13 14 15 16 17 18 10 FOR PROFILE LINE F-2 STA. 10+74.00 4 FOR PROFILE SEE SHEET 21 AHEAD PER 7RJ5337 SEE SHEET 21 q,S Y STORM DRAIN PLAN SHT.14 n o LINE F-1 LINE F-5 N LINE F STA. 18+12.67 I FOR PROFILE AHEAD PER 7R.J5M7 SEE SHEET 21 STORM DRAIN PLAN SHT..13 - -�. - -`_ ti E F 6 * CONSTRUCTION NOTES n -- - - - --- ---- -- ; 40 INSTALL 18'R.C.P.!LASS/V FOR PROFILE "-- , y ----- =�--__-- - u o 10+74.00 LINE F-2. 41 INSTALL 24"R.CP.CLASS 1V END CONST. ', SEE SHEET 21 I - PRO?R/W 56 z�ygi 56 - 10+5625 LINE F-2 t i L 7 56 LINE F-3 �"_'.'------ } 40 56 iL ce •BC ,a -___,,,_ -�"'j-�-- 18+12.67 END _ST. 59 46 CONSTRUCT MANHOLE N0.1 PER R.C.F.GD.STD.OMt;.N0.MH251 ----- - `r' FOR PROFILE 6 0 78+00.62 EC 52 CONSTRUCT 3INCAON STRUCTURE N0.2 PER R.GF.C.D,STD.DWG NO.. 15227 40 CORLLA �., Zc ,� �� SEE RIGHT 10+5234 LINE F2 5©.-CONSTRUCT TRANS100N STRUCTURE NO.3 PER R.CF.CD.STD.DWG NO, IS" EN NG JOIN ELECONTRACTOR 70 VA77ON 4 LINE F-2 _ _ JS fi 2 5_ - _ - ..--�" 9 10+61.53 L Nf F-4 5 h 1 41 40 B TS#3 CAMINO DEL NORTE 4 CONSTRUCT CATCH BASIN N0.1 PER R.CF.C.D.STD.DWG N0. C8100 _ PRIOR TO BEGINNING �� _'�-` "__ 41 CONSTRUCRON - 48 - ------ -.- -__ _- --._-- _ _-_�r B , 5 - o-CONSTRUCT CONCRETE DROP INLET PER R.CF.CD.STRONG N0. CB110 F---` A -- - - f 41 -�-I-- -----+'- ---r- --- -- 41 --f- F -- -+ --41- {------ CITY OF LAKE ELSINORE _ _ 59 CONSTRUCT 77MBER BULKHEAD PER RC.F.GD.STD.DWG NO.M804 FXIS77NG 36°ACP� t PCP P1 10+52. 4 LINE F-2 12 13 2 14 15 q o 16 a 17 D _ - U FOR PROFILE i 9 �l L m' a - _ SEE SHEET 21 PROP R/W xi 3av n Y 4r, �N - - - LINE TABLE CURVE TABLE NO. BEARING DISTANCE N0. d R L T N7132'38'W 5.75' A 260E29, 4500' 20.44' 10.40' LINE 2 N4640'10"W 607.06' B 10902" 101300' 20,34' 10.17' 3 N384T48E 1205' C 24476" 148300' 70.94' 354T RT -- - 4 N767fi23E 83.4T D 914736" 45.00' 4252' 46.00' 5 N76'40'10'W f572' E 540837" 45.00' 4252° 2300' 6 N4971'12"£ 15.75' 7 N7943'04 E 33.84' MEOEX SCALE 7'=40' 8N7640'10'W 10Z NO NJG 9 N7379'S0'E 37.99' DAYS BEFORE o 4D ao 20 so10 N84553D'E 87.72' YOU TOLL FREE 1-800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DA 7E THESE PLANS HAVE BEEN REWEW1D FOR COMPLIANCE W 7H IRE APPROPR/A IE PREPARED BY SEAL- AS BUILT" SHEET NO. CON01 BONS OF DEVELOPMENT AND/OR CITY AND STA7E LAWS AND HAVE BEEN --�ENf�NfERING 357 N SHfR/DAN STREET QROFFSS/O CITY OF LAKE ELSINORE - FOUND ACCEPTABLE SU/7f 777 �p s7F K LAND PLANNING CORONA,CALIFORNIA 92860 ��e o y RCE ____ EXP. DATE STREET IMPROVEMENT PltiN5 Q- REVIEWED BY., TEE.(951)279-1800 StJIPVEf7NG FAX(951)279-4380 N 5931 H SINORE HILLS ROAD and Engineering,Inc. a - IN5PEC70R DATE OF L/ Sins „ „ CAMINO DEL NOR1E KEN RUKAVINA 428bw DA i£ sf FOF CASE P SCALE. AS SHOWN BENCH MARK RIVERSIDE BONS SHOWN HEREON STORM DRAIN LINE F FILE N0. qr ARE BASED ON RVERSIDE COUNTY BENCH- C17-Y ENGINEER ! �-�&PIT DA7E'MAY 2015 MARK N0.0 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORf jlAjj HADDAD ACE.NO..65931 DATE ELEVA TOM. 1423.258(NAND 86) Orawnp:a:j1943101,i'Hdlthxt'i�r�lZO-F(N-SY-/MY--SOY1.Ory _oya+.J6s14 SamT 5/}3f30t5 4:55 au flo(led:%1 j20,v'S:52 Ml Br Omny tMm Y. f l _'_ I ' aT t _J r.:: r k _ :..' t ,� r - ' 7 t -- - ... i E ,.::: :::: I _ . •_____ { � _ r � TarsTW SWA j 4 t VRFACt- PPOPOSED SURFACI_tXISTtPG S - - - ! T. _ _ - k t .G] • , ai / PR�POSE7J?SURFAE ; .95 1335 -1340-— u - - - -- 1360ZE -- T - - !: _ t�EMbVF EX"18 ACP X32834 W.S.r * - % _. PROPOSED * V ,:- __ $ �-r Gt REMOVE EX 3C"ACP = -1325- `,_ t - -}325- - --- --1330 �ti.- -i35d - - - - PROT£CT N PLAC€'_• HGL - t _ z 2S A N -i- {Y 64. 6 L CIASS IV } EX 30"ACP- rL7 it - 1315 1320 PROrccTr„PEAc .> 1340 - .�-+- Y-:. _ •/"li0 ULlA�i9 r I. o) HY ATi'� �.. .,'_ } :a: t , m pRAULIC f1 � L.�� _ I �_ ? - . €FS- IT ':- - �I v V = 39 FPS, i * 'f7 �- _.$_ --_•. _ , ._...� - war:: { I R.C. . NOTE J40 F' 4`RCP*` 26.33 LF 24'RCP* R.C.P. SHALL COMPLY WITH 3 L 2 THE REQUIREMENTS OF GENERAL - t PROFILE SCALE . �LI �`� aAss lv � CLASS 1w NOTE NO, 13 ON SHEET 1 HORZ' 1" 20' LINE H VERT. 1" = 4' ---- - ----------- -- - -- - --� ---------'--- -- - -__ ----- - - ----_--- 10 -- --- — 11 12 10 77 4 $° CONSTRUCTION NOTES NOT]CE V INSTALL 18-R.C.P.CLASS IV j� CONTRACTOR TO VERIFY 41 INSTALL 24-R.C.P.CLASS IV - r ��_��b 1 a EAIS77NO,ON&RIM ELEVA17ON PRIOR TO �:1 CONSTRUCT MANHOLE NO.1 PER R.C.F.CD.STD.DWG.NO..MH251 t Np�, A� / $ BECINN�Nc caNsneucnoN $ CONSTRUCT TRAN_gnON STRUCNRE NO3 PER R.CFCD.STD DW NO 7S303 CITY OF LAKE ELSINORF ` "� `� 9 c, CONSTRUCT CATCH BA57N N0.1 PER R.C.F.CD.STD.DWG NO.. 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