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85-178-181
GENERAL NOTES CITY OF LAKE E L S IN OR E 1, NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE OR APPROVAL OF THESE T LAN S BY THE CITY OF LAKE T RAC T NQ 18719 2 UNDERC RE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR THE OF ANY � UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT, ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK ST R E E T IMPROVEMENTS SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT THIS EXPENSE. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION AND STANDARD ORAV NGS. IT !S THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESF STANDARDS AND CODES AT ALL TIMES, 2 J 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 4P HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (714)574-3124 EXT, 35 BETWEEN THE HOUFP 0. 9:00 A,M. TO 4:00 P.M, MONDAY THRC0H FRIDAY. 20 22 23 �44. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS 7 J TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DARING CONSTRUCTION AS JJ O / APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE, FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE LOT 23 2 J S. IT SHALT_ BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE Jj 3 0 31 �j j NECESSARY RELOCATION OE ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL Q/ x0a UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. °/S 0 `� 3 N 1-800-422-4133 UNDERGROUND SERVICE ALERT. U J7 J J 56 O 3 S 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE 07 ® REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION, 58 a JO j J „C„ 3/ ]. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK 6 O 6J O ANFORMREA ACDI TYEOPCLAKENELSDI NORE COST OPFCONSTRUCTIONC SCHEDULE ALL EXIST NEPRIORUBOI THDER MUST H 0 j 1f 52 I BEGINNING OF CONSTRUCTION. 15 J 53 63 C7-r 33 J J $, ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO z 51 6 J O PAVING THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, x ,50 iIJ 66 6� Joi 3 9 TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITES. O OT -r 'f} > o CIF 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL DE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION Z 14 Q/00:7 8 46 �r J a %C THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. -oz G7 if 4 F- 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND z 4 2 0 ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION, THE ENGINEER OF RECORD SHALL _ K CONSTRUCTION NOTES 2O J rJ BE NOT FIED OF ANY NECESSARY REVISIONS TO TPE APPROVED PLANS. THE co REVISIC^IS SHALL BE IN THE FORM OF AS BUILT' PLANS SUBMITTED TO THE CITY 171 ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE 13 12 JJ CITY ENGINEE CONSTRUCT A.C. PAVEMENT OVER AGGREGATE BASE CL 3, SEE GENERAL NOTE 9. UPB AND GUTTER PER RIVERSIDE CO. STD. N0. 200 (TYPE 'A') SHALL'� '} II, ALL EXISTING ACED TO DISTURBED OR DESTORD B DURING CON STRUCTIO' 2 CONSTRUCT 6" C O3 ---CONSTRUCT E� CURB AND GUTTER PER RIVERSIDE CO. STD, NO. Z�TYPE 'A' f O SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEE:^. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE CCI9PLETION OF PROJECT BEFORE ACCEPTANCE IS GRANTED. WITH GUTTEF SLOPE TO MATCH PAVEMENT SLOPE. 4 CONSTRUCT DPl1'EdIAY APPROACH PER RIVERSIDE CO, STD, NO. 207. 0 J 3 J --CONSTRUCT CROSS GUTTER AND SPANDREL PER RIVERSIDE CO. STD, N0. 209 8 210 J ©CONSTRUCT SIDEWALK PER RIVERSIDE CO, STD, NO, 400 AND 401. 12, AN ENCROACHMENT PERMIT SHALLBE REQUIRED FOR ALL CONSTRUCTION WORK DONE 5 E o-CONSTRUCT ACCESS RAMP PER RIVERSIDE CO. STD, NO. 402 OR 403. WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT THE CONTRACTOR/ DEVELOPER MUST PROVIDE THE CITYENGINEER WITH CERTIFICATE OF INSURANCE S CONSTRUCT BARRICADE PER RIVERSIDE CO, STD, N0. $14 REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST INSTALL STREET SIGN PER RIVERSIDE CO, STD. NO. 816. INDEX MAP OO SHEET NUMBERS CO PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS 10 INSTALL STOP SIGN TYPE R1, SCALE : 1" = IOOr 01INSTALL RESIDENTIAL LIGHTING PER RIVERSIDE CO. STD. NO, 1000, OINSTALL ARTERIAL HIGHWAY LIGHTING PER RIVERSIDE CO. STD, NO, lOOl. 13 —INSTALL 2"X 4" REDWOOD HEADER, 14 CONSTRUCT CATCH BASIN NO, 1 PER R.C.F,C, 8 W,C.D. STD. DWG, CB 100 0 o-CONSTRUCT STRAIGHT HEADWALL PER CALTRANS STD, PLAN D 89. - _. 0 _ 60 16 ONSTRUCT"L"HEADWALL PER CALTRANS STD. PLAN D 89 MODIFIED: 3 4 0 Q U%/VT/T/ES K 4' 8' +}.�2' L/212' 3/4D11', W#'-4", ALBERHILL CpRpN EX.GRND 0� /TEN oEsce/�rio✓ cmavnrY U CONSTRUCT JUNCTION STRUCTURE NO, 2 PER R.C,F,C, 8 W.C.D. STD, DWG. JS 227 D 0 O y.C. P9l EMEVT 95,/79 S.F 18 CONSTRUCT STORM DRAIN M.H. N0,1 PER R,C.F.C, 8 W,C,D. STD, DWG, MR 251 o s ?i 0� t 5y, ,D� /ss O� r• 2 CURB OA&Y /Sb L.F 19 CONSTRUCT 36"C,M,P, INLET TYPE X PER R.C,F.C. 8 W.C.D. STD. DWG, CB 108 0 ? C/TY n �Err s335[.F 2000NSTRUCT TIMBER BULKHEAD PER R.C.F.C. 8 W.C.D. STD, DWG, M 804 i_ �L 1 �I. +• 6 ® O?r[/E WAY FP/'.F17Ac'f/ ZO/00.£'F CONSTRUCT 6"A.C. DIKE PER RIVERSIDE CO, N0. 212 a 127 LAKE r / 13 I 3" A.C. OVER Z 5 x-GUTTE?E SPSEvo.P�Gs /009.SF 21 FUTURE ¢ o F IMPROVE PROVE ME^ITS 6" 6 9/OEf YAG.� 32,9�4 SF EL AKE t A s a s ®PLACE 18" R.C,P. (D= ) 4,�, �0 T. 1. C—PLACE Zl" R.C.P. (D= ) MSTREET ,-- m oN TYPICAL SEC UNTAINTION — MOUNTAIN STREET 24 PLACE 24" R.C.P. (D= ) / � P Sr /�. NO SCALE co>--PLACE 36" R.C.P. (D= ) NOTE SIDEWALK STA.89+94.Bb TO STA 92+99.88 ONLY � _ P ®PLACE 45" R.C.P. (C= ) P.Fb✓ECT I34 y' O—PLACE 48" R.C.P. (D= ) S/TE O ( _ _. ®PLACE 66" R.C.P. (D= ) .tP� ��� 9rF 31 60' THESE PLANS HAVE BEEN EXAMINED,AND THEY ARE IN PG e°i S,y0 12' 56 12' 3 ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT, ®--PLACE 72" R.C.P. (D= ) - a APOLACE k TON RIP-RAP (3' DEEP) AS SHOWN ON PLAN, qp 6� 7' II� II' 7� 6� CITY ORDINANCE,AND STATE OF CALIFORNIA. LAWS AND � p`, /L� NF A PERMIT TO CONSTRUCT MAY BE ISSUED. STRUCT STORM DRAIN M.H. N0. 2 PER R.C.F,C, 8 W,C.D, STD. DWG. EL E y 0 M.H. 252 WITH MODIFIEDC.M.P. INLET PER DETAIL ON SHEET 7. )xlY tin' GyD�" '�� ro • O/ ///'� � W.C.D. STD. DWG. M.H. 254 MILO K. KEITH CITY ENGINEER DATE t /�OCDNSTRUCT STORM DRAIN M.H. N0, 4 PER R,C.F,C, 8 VICINITY MAP 3 CONSTRUCT CATCH FsSIN PER RIVERSIDE CO, STD. NO, 300. 34 NO SCALE T.1 6 \ NOT USED - 2 1 4 A.0 OVE3 TRAFFIC 2 C STRIPPING AS SHOWN. R.�F ES3;p�. 4., A.B. CL. �--, oR �H. TYPICAL SECTION NO SCALE NOTICE LOTS 8,C,G,�,R h PRIMATE EN(i1NEEl1'E NOTICE TO CONTRACTOR �, .. VERIFY ALL plans Na 11e99 - Contractor agrees that he shall assume sole and complete r sponsibility for job The existence and location of any underground utilities or structures shown CONTRACTOR SHALL M W site conditions during the course of construction of this Project,including safety of all on theca are obtained by a search of available records.To the ball 01 CONDITIONS AND DIMENSIONS * CIVIL t' persons and property;that this requirement shall apply continuously and nor be lim- our knowledge Mere are no existing utilities except It—shown on this AND SHALL AIEPORT ALL DIS- IP.3_al-isM Dlan.The Contractor is required to take all precautionary measures to pro- u' ited to normal working hours;and that the Contractor shall defend,indemnify and CREPANCIES TO THE ENGINEER r'4If t EOQri hold the Owner and the Engineer harmless from any and all liability,real or alleged, tact the utilities shown,and any other lines or structures not shown on these PRIOR TO THE COMMENCEMENT OF Ck�t� n conncr[inn..ith thr per(ormanee of work on this Project,excepting(or liability0 plans,and is responsible for the protection of,and any damage to theseOF arising from the sole negligence of the Owner or the Engineer. lines or atruetulla. wON' W ens � TICE ENGINEERING SERVICES APPROVED BY: N0. DATE REVISIONS APP. BENCHMARK : RIVERSIDE COUNTY B.M. 178 PREPARED FOR: CITY OF LAKE ELSI NORE w.o.No. loz e6 I Loca-(E.D cATul'?�AsnJ6 I�T�. �,41-,4C a� SET CUT Z( TOP OF 18" 5' CONIC HEADWALL PREMIER HOMES CITY OF LAKE ELSINORE I OF CULVERT S.E.CORNER MACHADOST a 4685 MACARTHUR BLVD. CIVIL ENGINEERING-LAND SURVEYING A°JdsTe� P �wTir( LAKE SHORE DR. PER RIV. CO. F.B. 2041/I SUITE 390 17611YORBALINDABLVD. TRACT N°. 18719-2 IMPROVEMENT ROAD NO. 00 c YORBA LINDA,CALIFORNIA 92686 PLANS j NEWPORT BEACH,CA 92660 PHONE:(714)%1- (714)476-2724 /���� FILE N0. o«.er�� B I csa.ar M». +m No.c9�dJ215 APPROVED: I I '+� �^' -�� DATE: 5-2-$G MILD KEITH RCE 9B51 PATE SCALE AS NOTED SHT. OF 5 RONHLCI R.FEOERICI R.C.E. /4689 CITY ENGINEER 71�F �I bI I I I o � �I Oi 01 I I� p N I yj� 01 tat pl y� _ 1510 h - - " � PRO' OSED T. C. GRADE 18, N. 0 F F' t o h1J-_ , Hi� PROPOSED 18 N. � F - - f I � I I i � _�_ `�. 9�- om '� i p ,gyp r hlh h h m - . _ I510 _ 1 $ v - _ I„ Vl N h T L=39.27 L-39.2`I" 4 .. 2s 25 oahl Woo 15101� 1I 11 is T C" AOE__f� S.- OF h Im h. I� I�I i � R DE! 1 - _t - --II mO,H t - W �Z - t N i T - r H N - - { } r t r { h C r 1 r 1 i 1 I 29.0/ /.04' 4/.04 Et2.0/`� - 1 � sift - �- I 8I� - - -- -Jttt y - Q N t t t 1- _ - _____ - - - 9 I 1. a.. - :_ a�h 1510 °�° 171 isso 1771 - - - o � _ I ' - - _ _ _. __.I-1 - 1 - µ }} 1 4-1- 4 - - - 1 - PROF S A 1- ff t4 _T� ------- t - fi I 10 9 8 7 6 ' 5 5 4 3 2 �' I 0 LAGER\NE 5 t V1Ew S 3 SEE SHE 6 I ` FORESNEES ul 6 3 a � • EE m bs W i $ u N O h\ H 1 x � .STA /O t,33.29 E.C. h) C \u � rn o I � w •moo � Q; 0 fg3 56E 42.1 18 �g �um ,b � 9 f6 0 0 �a R o a,: .►�„ 1 Q o v°M Ln 5s! 63 ti52 51 5098 117 z h 11 S 40 1J11 43,0�* 4 cR I r a O S 6 6 lb Gn �V"0t4 ♦mac. �� r - mu 9 1 s N SAtf,4'9 ,..,• ., .. . f93.0/ � 6 4B9T1 '3 / f 3 , s STREET 1 Tom. F 9 VISTAS;,_ 7 VIEW W .6 A/7s°90'00'_W 5 - 4 _ 3 /8•$"� - - - 493.0 4e C �0v5 �i 27357 T 111 7.c 4 aim 0f00 3 s z-FtE 5 rspi ZrS'lE .8 c. 4Loa za.al ,g o .3006 /? STAOt43. _C'e O 99FOf00 \� 0 k V 14 `�' 6 b _ ` W U I l gT�% 13 J2 m 11 JO 9 8 7 I B 7 "$ n m 7 8 4 3 2 h 1 Q0 U CURVE DATA AL( a 8 a O O N p �I� O OELTF7 RAD LENGT// TFI✓. 5'C l 90°44'45" 25.00' 39.60 25.33 h� R �1 / N �IJ 2 94°39"48" 25.CO' 4/.27 27.08 f' �I '� Q 30• 3 Q y �R� 3 06'/9'33- F00,00 46"48 23,06 q OS'/9'33" S/8.00 48/9 2u4.09 6 /8 A9, 6' 5 08"28'_T7" 482.00 7/.36 35,74 S. /2 /2 6 08°28'S7" �.00 74.02 37.08 .t 1 QpOFESS/OH 6 R.F�c qfs,• 3 s 6 7 08°28'57" 5/8.00 76.69 38.4/ e i g 9o-00'o0" 25.00 39.27 2500 F9 NOTICE SEE SHEET 5 No.14683 Contractor agrees that he shall assume sole and complete responsibility for job PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 20.0/ /0.03 A site conditions during the course of construction of this Project,including safety of all /O 96°53'ss' 58.A0• 98.09, 6544 9gj`F f CIVIL persons andproperty,that this r uirement shall apply cominuousl and not be lim- CONTRACTOR SHALL VERIFY ALL The existence and location of anj underground utiiities or structures shown f EA7. iil_g9 f p ' PP y y CONDITIONS AND DIMENSIONS on these I 1111 •/) p ited to normal working hours;and that the Contractor shall defend,indemnify and pans are obtained by a search of available records.To the best of /J 76�25'3/" 3`1.00 49.35 29,/3 - '/( Q•M� hold the Owner and the Engineer harmless from any and all liability,real or alleged, AND SHALL REPORT ALL DIS- our knowledge there are no existing utilities except those shovn on this g CREPANCIES TO THE ENGINEER plan.The Contractor is required to take all precautionary measures to pro- OF CALIFO in connection with the performance of work on this Project,excepting for liability PRIOR TO THE COMMENCEMENT tact the utilities shown,and any other lines or structures not shown on t:,ese arising from the sole negligence of the Owner or the Engineer. OF WORK. plans,and is responsible for the protection of,and any damage t, u.ese M lines or structures. W NO. DATE REVISION APP. BENCHMARK RIVERSIDE COUNTY B.M. 178,SET APPROVED BY V7 TICE ENGINEERING SERVICES CITY OF LAKE ELSLNORE w.0. N0. CUT X( TOP OF 18° 5° CONC. HEADWALL OF CITY OF LAKE ELSINORE � Ai II 20 bG met_o,t�T�b CATCH 11�046*6 LoT-- C-41 42 b CULVERT S.E. CORNER MACHADO ST. a LAKE- CIVIL ENGINEERING-LAND SURVEYING 0 II n br�Jua7t:I0 C-mr, qLWOTY, SHORE DR. PER RIV. CO. F.B. 2041 I. - 17611 YORBA LINDA BLVD. TRACT 18719- 2 ROAD NO. YORBA LINDA,CALIFORNIA 92686 IMPROVEMENT PLANS PHONE:(714)961-0405 ow.by OR F ,.7 o w.. . Ck4.by_IMa_u°b No. 1/2 FILE NO. I 9-2-8G MILO KEITH RCE 9851 ELEV, 1317.700 APPROVED: DATE: CITY ENGINEER DATE SCALE HORIZ I��=40' VERT. I��=B' SHT. OF 5 R NALD R FEOfRI l j C-37.99 L=40.75 vG PROPOSED T C. GRADE 181 E. OF - - - e mm"�imh " �jo�al t a ezi t N 4 a O,36�--s 111 I j j ♦ I b. ., �"' � j u - - - _ r - tt4 R ED GR { - • _T P OPOS ADE: S 5 � 1 " _ �} - 26 { - - -1r �N } I } I� ': I -+-- -� t-+ - -- --�i - I f O.3 1 an _ + I _�-to -r , - xt ' l ; - - 1 —� I 0113 ,-1 i T rt PROPOSED T.C. GRADE I t W. OF ' E � AIOT ALA 1�E2FJC ELC!/ Tlo[/ } I t I` } +-t -+�-� G - : } ` C. E - ma,elz SfSN VfE 41 EE SNN'3T. ffT 2 VALENCIA ST 6 t �Ih N SEE_ g�m M $ Olu OI B ? OI IN ST4B 54 IW 'h a 22 12 7 N o 1 01 N OD Z — w 53Z 0-7 : :.3 OREST enza� 5 4 VIEW T s ST%R I,o 13 4 'v40./6' z 36 _1 Z439.33 1 sz9.z+ e5 3 I Fs. ♦- vt T c. r. .. I- to 14 o S 2 21 20 1� m 18 17 15 rnl 15 v m a o CURVE DATA III, h y h O OEL T/� ,PRO. LENGTH 'Tail/ //2.00' 20.0/ /0.03 '7 Q 56°S3 55" 58.00 9&•09 65.44 3 76°25 3/" 37.00' 49.35 29./3 4 93"22'S9" 25.00' 90.75 26.52 05.00 3999 23.75 PLOFESS/pN /3°.94'29" 60o•Ct� /42/5 7/.4/ W O m Contractor agrees that he shall assume sole and complete responsibility for job NOTICE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR No.14689 site conditions during the course of construction of this Protect,including safety of all CONTRACTOR SHALL VERIFY ALL S7.57 t CIVIL persons and property;that this requirement shall apply continuously and not be lim- The existence and location of ant",deryround�tiiities or structures shown CONDITIONS AND DIMENSIONS on these plans are obtained by a search of available records.To tht best of EXP. 3_31_21 * ited to normal working hours;and that the Contractor shall defend,indemnify and AND SHALL iIEPORT ALL DIS- Our knowledge there are no existing utilities except those shavn on this s P ♦ hold the Owner and the Engineer harmless from any and all liability,real or allege CREPANCIES TO THE ENGINEER plan.The Contractor is required to take aB precautionary measures to pro- ♦'rF OF CAL1FOp� in connection with the performance of work on this Project,excepting for liability PRIOR TO THE COMMENCEMENT tact the utilities shown,and any other lines or structures not shown or t„ese arising from the sole negligence of the Owner or the Engineer. OF WORK. I ans,and is responsible for the protection ot,and any damage t, III,— /y� lines or structures. ''0w0 V1 " NO. DATE REVISION APP. BENCHMARK RIVERSIDE COUNTY B.M. 178,SET APPROVED BY W.O. N0. CUT X( TOP OF 18" 5" CONIC. HEADWALL OF TICE ENGINEERING SERVICES CITY OF LAKE ELSI.NORE rel- cATEV'ATeHeA-�11-I6 LoT6 C.,41,42tr/i'T CITY OF LAKE ELSINORE CULVERT S.E. CORNER MACHADO ST. a LAKE' CIVIL ENGINEERING-LAND SURVEYING V TRACT 18719- 2 ROAD N0. u n AWLJ�. =�r�f LAWTtTy. SHORE DR. PER RIV. CO. F.B. 2041 I. 17611 YORBA LINDA BLVD. (0 YORBA LINDA,CALIFORN IA 92686 IMPROVEMENT PLANS PHONE:(714)961-0405 FILE NO. Dec.by�R_F: n Drwn.b d Md.bV LIE Dn. 160 hb N°.&�215 APPROVED: -Z-- MILD KEITH RICE 9851 SCALE HORIZ I"=40� VERT. I"=8 - SHT.3 OF 5 ELEV, 1317.700 RONALD R a.F D[ a.cE. lace DATE: CITY ENGINEER DATE J _ G y - - - PROPOSED T.C. GRADE 18 E. OF PROPOSE R 1 + - - - W � m '-- OPOSED T C. GR 3 io° a � v I ro f pI� N i l Q - J�n � o. i m1.4 . - 0 W Al 1488 h I PROPOSED GRADE 3 - N �I � a PROPOSED - i 1488 c I, t T Iv PROPOS D T.C. A 18 W. _ 1 i I - 5Dvr . L 'I�I Raj `� I � Iro t CE UI} i - - N N� I I. 0 - - {{ +_ v 0 N Gh1 �I I IN I . _ L : 8 _�- I � g mao v v a ° °ix phlm I i m - �h T t - - Iv z 150 4 - - I'+ - - s�; t zs E5' PROPOSED T.C. GRADE 18 W.OF�' 5D'r� t/arE ,vac +- '- - - f �Fia�o aPtf,VS 2 3 5 _4 I 1 3 2 I 0 SEE SHEET 3 / SEE SHEET 2 T �ITRACT N0. 1871I-I p m I M p 1 01 € vie sine wAu oea I II LrJ q1 pl 01Z 3 OI �I N C R ow g o U CURVE DATA � o Q =_ _ I / roR �I ti to 3 36 37 38 - 39 4 D 41 -- '• HO STA3f5/Or/ Ec.Q 1. 6 h" C� h Q N II h 5 ky 6 �, W G T V hI /p O 06LT/J .PqO [ENGTH Tq.V. U / W ,Q / 90c44'45" 25.0G' .39.6o 25.33 (r W 94.34'48" ?5.00' 4/27 27.08 v)2 LOT' o�...... . R a 3�N� s os'/9'33" soo.00 46.9E 03.z6 49L,o h/.2z TANGERINE 4�� L s sT<r oroo.00 / s• ,V�4'20T20 E /57a7 _ n/0/'/6'/.5"E _ 4_6S _ - .s M • ti n E ram. 9 F.s. ' � �•• 9TA.O>R 00.00 �� 4 O5�/9'33" 5/8•Q� 46./4 ZR09 - Y� _ O7' b / ; 3 f5 3 08'2B'S7" 48zG0 7/•36 35.74 B.35 . 9 8 O 3 p ! ST/J 3f99• a 9a,42 T.C. 489.9 TAe c\ 298.99 't STA 0 f00.00 rE' ' 1 3 /.� ..;., :... 6 08�25'S7" SGY1.00 7402 3>.06 49/.a(o 4 3 ` 47 W_ y 9 dg'2B'S'J" S/6.00 76,69 38.4/} d - � •:: '^ > � STA �37•0'/' E�',Q, Ip 6 ; 8 �`92'29" 25.00' 38.7/ 26.52 � STA Of 47_73�C,R ST.q of 38 63 EC.Q s�btq�/4 E ��' 9 9/"26'/,9" 25.00' 39.90 25.55 M 1` Ie 0 < W ro os�oo si^ 7,92.00 08.44 34,z4 "� xq os,/2"7 Soo.00 72.8 36.4 a G 34 � "�'� NI �� 6 7 ps � 9 ' G z h " a a 0 �� 07 _ Q 8 x QI m /2 35,0 /s^ e/s.00 T7/s 3&•6/ y� NI I �I 30 .I e a 6 1 0 3 6 N /3 90*00'00^ 25.00 39.27 25.00 �W I SEE SHEET N0.4�I � � vil�° a 5 7 VALENCIA ST. �I of � 6'ki 0 I � � y �j I r� ''`�Y SEE SHEET 2 I I Sill � VIST EET 2 O 71 Sc�GC 4 AVIEWST. QpOEESS;oh R.F9! Contractor agrees that he shall assume sole and complete responsibility for job NOTICE yQ�w � `%\ site conditions during the course of construction of this Project,including safety of all PRIVATE ENGINEER'S NOTICE 1 O CON1 RACTOR t 9 persons and ro ert that[hls re unment shall apply continuous) and not be lim- CONTRACTOR SHALL VERIFY ALL 1 p p p y; q PP Y Y The existence and location by und......nd ablitira or structures shown W No 14689 C'�^ ited to normal working hours;and that the Contractor shall defend,indemnify and - CONDITIONS AND DIMENSIONS on these plans are obtained by a search of available records.To the best of A hold the Owner and the Engineer harmless from any and all liability,real or alleged, AND SHALL REPORT ALL OIS- our knowledge there are no existing utilities except those shown on this * pro- UP 1'viL 9 * in connection with the performance of work on this Project,excepting for liability CREPANCIES TO THE ENGINEER plan.The Contractor is required to take ah precautionary measures to pro- PRIOR TO THE COMMENCEMENT tect the utilities shown,and any other lines or structures not shown on t;,ese l4jF DE IFOp�`p arising from the sole negligence of the Owner or the Engineer. OF WORK. plans,and r ist responsible for the protection ol,and any damage I, hhese W D nes or 1 N fl NO. DATE REVISION APP. BENCHMARK RIVERSIDE COUNTY B.M. 178,SET APPROVED BY a-, � �G,� �cH CUT �( TOP OF le' 5" CONC. HEADWALL OF v TICE ENGINEERING SERVICES W.O. NO. / LdF6 G,41,42 . CULVERT S.E. CORNER MACHADO ST. & LAKE CITY OF LAKE ELSINORE CITY OF LAKE ELSLNORE V /IL21d�f$O c.MP�IJA1.[f l"(`( SHORE DR. PER RIV. CO. F.B. 2041 I. CIVIL ENGINEERING61 YORBA LIN ANBLVD.RVEYING TRACT 18719- 2 ROAD NO. v - YORBA LINDA,CALIFORNIA 92686 IMPROVEMENT PLANS PHONE:(714)961-040 D.,br t.'/ o bpi - FILE NO. CkE.bi�Dee hii - ELEV. 1317.700 APPROVED: DATE: �J 2-pG MILO KEITH RICE 9851 Ra atD a-FEDeaal R.ce. Iasa4 CITY ENGINEER DATE SCALE HORIZ I"=40' VERT. I"=4' SHT. 5 OF b