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HomeMy WebLinkAbout70-325_70-316 GENERAL NOTES: I. IJOTI(-El M COKIT12ACTDP-5-. -THE EX tST EIJCE AKID LOCATkOU OF ANV UU06RWYA gR7c UTILITY PIPES OR 51RIJCTURE'9 SI-IoWN oN THESE PLAkIG WECE OBTAINED 5v" E U W A SEARCH OF AVAILADLE R.ECOR.DS.APPROVAL OF THESE PLANS BY THE CITY '4 m OF LAKE ELSINOQE DOES µOT CONSTITUTE A REPRESEAITATION AS TD THE - ACCURACY OR_ COKAPLETEAIESS OF THE LOCATION; UO2 T-+4E E1I5TEKICE S OR NOAl-EtLISTEZICE OF AAIV UNDE2CyW-OULLD UTIL(T`I.PIPE OQ STeL)CTURE5 WITI{IU THE LAKAITS of Tti{G 02o.JECT.T"T� COAITRAG7OR LS REQUIR„ED S TO TAKE ALL DUE P2ECALJTIOUAR.`/ MEASUR TE FS Foe H P20TECTIOU R OF AL UTILITIES. 2 STR £ ER SH N IE . PIPE oUCTUR5, WHETHOLOU O TH1E E > �W 30' 30' PLANSL O2NOT. e 10' 20, 20• 10' O 12' IZ' 9' b' 2• ALL VV02.1L SHALL CAAJFORI�1 To TLIE CIT4 OF LAKE EL5WOFtE C52DIUAAJCE P I� + d-93 AA-IC, RIVERSIDE COUIl.IT4 STAUDAR.D-. ` IT 5_T_A4E BE 541E 1ZE laO L_IBIUT`/ OF THE Cq UrriCTDR To A2¢AA16E \I \ FOR THE NECESSARY 2EL.00ATIOtiJ of ANY UTI LIrI£S. 4. CbUTR..ACTOIZ SHALL NOTIFY ALL UTILITY COMPAI.IIES II.JVOLVED AT LEA5T 4S 1,40UR5 pQIU2. To BEGIN NINL� WOR.IC_ - EXISTFIRE HYAPM'r LAKES NORE DERIVE - E. Ml21VEWAYS SHALL BE LOCATED IN THE. FIELD A5 DIRECTED Ar THE TIME OF ColUSTRUCT70N PE'2 P_vQ2SIDE' COuNT4 `,TD. 207. r r /VJ J JI Lr lr STREET r. .= J I TIIE CoLMZAcTo2 SHALL SE ZESPo USI$LE 1--OQT OF OF THE P20POSE/J \kinLC AOEq, AUD 2ELOCATIOU AUD COST of ALL �r l�ll�l `t�y'�l�l Jr� ri�r:EIT T l.� yg J r �r OF Co 5T UTILITIES. su C3ol VI DE2 MUST 1NF02L3. CITY OF LAKEELSJNOkE OF CONSTRUCTIOµ SCHEDULE P21OR To BEGINNINCa OF CoN9TRUCTl0 AI• oTD-RN -R,/\l CJ-J r�Jr\D T J, -- 7 7. SLBDIV IDER WILL INSTALL STREET NAME SIGNS IAI Co NFOR MANGE WITH �- �y COUNTY OF 21VETZ510E STANOARO UO.aIS. IB. ALL UNDERCeROU1N0 FACILITIES,WITH LATERALS,EHALLFSE IN T-L.ACE PRIOR 3 TO PAV/UG THE STFrEET SECTIClwJ, INCLUDIUG BUT NOT LIMITED T05 Q ? I I 'y Q R�'^/ 30' 30' WW SEWE2,WATER.ELECTRIC,GAS AND ORAI NAGS. C) 1 I I I 20 10 9. ASPHALT EMULa OU FOG SEAL) 5H4LL BE APPLIED UOT LE55 THAN 14-OAY5 - LJ I I \ I' 10' 12' B' 15 FOLLDWIUG PLACEMENT OF THE ASPHALT SU REACT NCB AUD SHALL BE W I I W I I Q •o+I + I APPLIED AT A RATE of 0.05 Ca4LLOIJ/SQUARE YARD,ASPHALT EMULSIOU W c, I t�1 I�V ,` `` o o O@ 5\3. Z/ SFL4LL COAJFO RNI T-D SECTION 37, 3B, ANO 39 OF STATE STD.SPECIFICATIOU g, m .� \`JJ "O ,o' II' 10. ALL STREET SECTIONS ARE TENTATIVE. ADOITIONAL SOIL 7SSTS WILL BE TAKEN AFTER 20 uG1-1 GEADIUG To DETERMINE THE E%AF:T 5EcTfOµ S \\\ 1 e '1' W . REOLII2ED SECTIOAI THICIIHESSES SHOWN ARE FOR B "D PUEf05ES OULf, LLl � I I J N I 'VI Q� Q b � • 3 t S w T t l �' O-'� 1 D QLl tLl h wI� tLl' CONSTRUCTION NOTES' c� p HIP �I � � I¢ tl Fr r ' F�J \J Ll t i T 9 �✓t/ '��Prl _ 0 r �I f,. O CANSTRUCT TYPE "A" CURB $GUTTER. PER COUNTY of RIVERSIDE - W STANDARD MO. 200 WITH (o"C.F. LLCoUSTRUCT TYPE "S" CURB E GUTTED PE2 COUNTi of RIVER-IDE ��NII CIO �I STAN DAP-0 QD.2o1 WITH S"c.F'. I W SIC I QI� CONSr RLCT 2Ya'A.C. PAVEMENT OVER 4" Acr�REOATE BASC. CLASS=L �W �IW SEE GEµ EQAL DOTE IO. 2 d I I I I I r WIN � ®COUSTFU=r 10 uJIDE CPP-SS GUTTER � 5PANO2EL5 'PE2 Co. of IZIU. j �J _ :J J-'J r r r •, _ 30 25' R/W sTANOARD 1E 2D9 10' ri 0' 13, 4' 8' © COUSTR.UCT TYPE L_"` MAIZ.KER5 'LO' .0.C. C B'WA:f4 L/NE � r 6' CoLLSTE.'UCT '2HDWooO 1-lEA0ER5 PE2No. 10. 0LVST..fire/lMW75 ,, tia°� COUSTRUCr CURBSIDEWALK PEQ STD.'J3• 4D0IND X MAP \ �L G INSTALL RRESIDENTIAL LIGHTING PER. STD. NO. 1000 SC AL I"= 1CO3 3 s. I1 3 �"�'""� ® INSTALL S I QE E'T SIGN PE2 QI U.CO.STII it 815. WATER D/STR/CT APPRD�AL CSILFETS / LO J 0 /N5TALC STOP 5/4N ll /NSTALC ACCESS RAMP PER RIY CO. 570.+/403 I CERTIFY T1147 TNC LL�S/GN OF TALC WATEA SYSTEM LW ~r r � T z /NSTA[[ BARR/CACE PER N/Y.CO. SrO BO/ -rr r�r�r� r�-rT r�Jr�� pUANTITY ESTIMATE 3VADWAY. PENNSMIANIA. TOM RANCH ROAD AMDE&Ill MAD MYR SYSTEM GENN4L MOTES w IS /N ACCJRMWCE W17H 711E WA76P SYSTEM LO"SWYS PG9NS r 1, f J r PN z ON DD 1. INSTALLATION /S TO 9f NWL'Sr THE LfYELOPE.e O,e AS Al"MYE0 _ LIFELSIAIMC YALLEY MDr1OC/PAL XXT6eOISTR/CT ANO ME'WATER L SIDEWALILS i4474se_ 7456 J u7Bz 5F ,S9URCf.S7DR.Af AND OISTP/8(/T/AN SYSTEMS 9RE AIEQCL97E TO BY ELSIM)ff YALLfY.Y/UN/C1PAL WA76C VIST,PICT, CLTY DFLA&fZ8I� C 4 RN CO F/RE DfR7. 2. CONCRF TE DRIVE WAY APPROACHES 33 EA. 22 EA. 33 LA. S coma W/T11 RLL/ERS/OE CLY/N7Y momxmz NO 4o, 4 U 2.ALL NIATfR/ACS AND TEST/NG DFP/PE SHALL LiF/NCON/rORN19i1/CE 3. (o' A.C.P. WATeW_ LINE 630cf 630[.f 730 L.F g S DATE" s /a if E W1711 711E REQUIREMENTS OF AMMSIDE CVNTY AND A W W A. - QY ����� S7ANQ4ROS AND SPECIFVT/ONS. 4. LATERALS 1" SERVICE oar LF 660 LF 990[.F g 8 30' 30' -- _-. o' zo' 5. YKATETL METER BOXES 33 EA. _22EA. 33 EA. C 3.RcE SHALL �A.BEM CEMEN7 W1711,PIMSIF CgXfT✓DINTS 4 b 6 12 1 EA. 1 LEND Io' �I' b. F12t HYDRANTS CSTD-SDI A55YI _ lEa 4EA. d 4 FA/LURE TO MEET ANY OF THE REOU/REMEATS OF R/YEPS/�CLY/NTY 7. ""A c.P. wATeZ LI nJE - feo Lf /Zm L.F a W 8"A.C.R.CL. /V XXZFL//A6' ^vwrnnv s % 8. SH ITT-OFF VALVES AND THE AW.WA. SPEC/F/CAMhS WILL SE CAUSE FOR RE✓ECT/ON. \ \ ti o i 2EA. 31.4. /SEA. 6"' W 6"4.11,P CL.L59WATE/PL/NE e co� u ° 1.5% /"COPPER SCPYICE r ¢" a F/RE NYD.PANT Sl0 7D/ ,�6� S.M/N/MUM P/PE COYF,e .S/L9LL LSE 30 1� q. STiZEE T LIGHTS STD. fUO.fL�DO v EA. _YEA. a EA. 6647E YAL4E ' 10. STREET 5rGUS 3EA. fA. 3EA. I'- TEE COUPLING AREA CT S.WHURN A WATERLINE ENCOUNTERS A STORM OVIAl ee 17711ER L_ _ 10 ROADWAY EXCAVATIOU *�* 4 WAY CGY/F�/NG OLiSTRUC7/ON AND C.QOSS/NG OYEZ THE OBSTRUCT/ON WILL KESULT. 'U � THESE ITEIJIS INCLUDED WGRADIIVC� + /A/LESS THAN 20"OF COYEe GYEK THE WATEPL/NE/TSHALL 12. ROADwnv PILL �p CROSS UNLER THE OBSTEICT/ON /G""MIN. COYE2. 13- 2%i AC.OVER 4"A.B.CLA55 3 _714555E 45554 Sf 77aa9 sF Fa - T F/RE IlydfAV7.S SHALL LONVZV TD C911V7Y STD 70/ T 1 l 6 W. U CURB d GUTTER TYPE "A" STANDARD IUD.eOO 228"19 /496 LF Z39/ L.F. 54 �� /LD' 7ltl IS. 8"CuRBf GUTTER TYPE"B" STANDARD U0.2A1 567LE l 334 LF.. i 432 L,f. S. COkY_9 rE SPAn1DREL STANDARD Ijo.20 0/3XF I 434 S.F. 1 243B S.F - r• 17. C2055 GUTTER Ay SF J /1 Ay O 12 G L 'P4 _ 1 e p- 20' O.C. _. -_ b[A._!� -O- 3EA. .r. q. REDWOOD HEAOEQ 2:'IC 4" _ Saa LC. 143 C.F. I 12'E,VS_T Hi✓/NG 2 j 2EA /EA. Z EA. - RERAClI MAlCF \"H ZD. STUP SIC?I\.S S' - -. EXi ri.Y�O�, ©© 21. ACCESS RAMPS -�/345 Sf.' U.J.F. /44 IF VICIIII/TY MAP -r--i-- / I(r ,-I r r r r 2�. RELOCATE UT/LL7Y POLES Y 3EA. TEA. 1EA. y ,vo SCALE r�11�:J t-J Jr�r. DR]V r r. 1, 23. BARRICADE M).9/0 - _fi---------- ----/sB L.F 0 WATER SYSTEM QUAYT/T/ES TOTAL REV SIOt 15 APPROVED BY: s A.cv cL./sa wor�u /372 L.F.F WCOD201A/ f2EM8oLDT LUCERNE TOWNSI,TE REGISTERED CIVIL EQ6,1NeER W G"A.G P. ce. [so wAreeuAe - .F: /-✓ __ Ro. aox loan CITY OF /SAKE ELSINIORE N COPfLSQ SERY/Cf DATE: I DUNE SIsrErtEn E261u ECR uo 10696 LAKE ELSWORE, CA- g233o I- F/ef 7i 6� e�14) (.74-14BI WATER IMPROVEMEM7 PLAIUS N Cv4TE LGY,YE oEJkN, APPROVED BY: SCALE: BF1•Yf1 V1ARK; ELEV.136799" �•1 I1 sHEET D FM 7£E Cd/PUiw Elf. AS SHOWU 66O SOUTH OF IUTER. ,1 �� 4 w4Y Cd1R•/Mi %- fqS'. JD5EP./IrY�EUGIUEER 2I'775 �N�EX ,- of LAKE SHORE g FILE NO. �'�: DATE: TERRA COTTA. 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LIJ W 9I Fu7u2E CtG�______ I� 8 FUTURE Cl FUTURE ALG�_ __ ,�� i � i;1r-qYa� 1n ul FLITLI RE 01 11 11 3 II 11 � III •• " SMPitOVEMENTS oAl Sou TNERLY 5lDE II 11 11 II 1 11 i� OF¢RWDw y F2oM ST IMPF-ML- T G U R B R T U R t�! DATA 1 III 1 I 1 I O •'° II I N I I I PLAYS BY L.O.LANEAIJCa >t ASSoc_ O II 9X DATGD IO-3-BO oA.l FILL Al III I I 'i' I O 16, R L 1 Y1 4 III 1,l7V OF LAIC@ ¢LaIuoQE. �I IA ze�,1 11 J III V 90°0-7'34` Z S' 3 9.32 25.06' u 1 1 V Io. In 2 I � 2 T �i 11 = I 1 I 89.52'26" 25, 39.21' 24.95' ""' ' Y1 I�III } 1 F TTU¢E 'I 'I 9 39 25.01 a1zEr n. 1 II 1Y � O 0'OI 2'l" 25' .2b ' u1 � _j FuruXZE '� QSTREET 2 F SEE¢ 89 �8'33 2s' 39.2-6, 24.99, Z 4j w O O 90'OD• 00•' 2s' 39.27' 25.00' PLAN BROADWAY 0 4o DO" 2 2'1'5' 39.27' 2 . 1�I 00, COSTRUCTIOAJ N -OTES © 9U.0 2 0'o0" 5' 39. 2s.0c)00' Q Con.ISTRUCT TYPE"A- CUSES A GUTTEP- PE2 CDUNT`I OF SCALE ' 1'= 40' HOR. 21VER.SIDE STANDARD n10.200 wITN b" C.G". 9D•DD'od' 25' 39.2-7' 25.00' Q CONSTRUCT TVPE-9" CURB d GUTTER PER CCYJKITY OF Q IUSTAII STREET SIGN PER. V-NV.CO.STO.-B15•RIUE OUAI�ITITIES CSEE SHEET I ) B IJCHMARK Rs,DE STAKVDARD MD- 201 WITH la" C. I�.10. 114 1® INSTALL_ STOP 51Le AI 660' SO. of IeN�TERSECTIOM V Q QLAS-5 RLICT 2'/i' :UF- PAV EMEAIT OVER A" AGGREGATE EASE OF LAKESHopc 4TERRA COTTA O CLASS SC SEE GENERAL AlOTE 10. II INSTALL ACCESS 2AMP$ PER. RIV.CO.STD, M403 R /N37A[[ BARRICADE VEB. RI Y.CO. S70.M81D ELEVATION 136-7.96' I ® CDNST2.UCT 6' WIDE CR.O�S GUTTER i SPALIOELS MOTE: SEE SHEEr I Foe GENERAL MOTES. jE,Q SY2STEM lalU9Nl/T,(ES `_I��1r�R W PEa RIVE251DE CO. STANDARD 3h 2o9. WI O OW REMBOLDT CITY OF LAKE EL5INORE C4 B"A.e.P. L./SO M47SE L/N I -L� 05 CONSTRUCT T`/PE "L" MARKERS zo•o.c. CIVIL EAlG11.lEEla SHEET = 6"AC.R CL./506YATE.PL/Nf 4P/[.F,� PO.BOX 1049 may/ 1 OD "C[.Wi4R SERY/CE 0 LAKE EISIIJOR1.CA`-�IfilyBaJ, 9'81 WATER IMP20VEMEMT PLANS CONS© TR,UCT REDwoOD HEADERS PER RIUERStDE Co.STD. 4LIIO. F/,eE M2+�wT STD. TO/ �, R.G.E. f616 DATE FOF2 OF 7E YAL -IZA. O7 CONSTRUCT CURB SIDEWALK, PER IZIuER.'S109 Co.SrD.'k 400_ TE V"T APPROVED BY BROAD\n/AY 8 IO SHEETS 4 Mr c&wZ/N6 !A. TZE\/1610F�1S (yj7E do6EPH KIca.K- CITY EAI - - R.C.E. 2iT15 - INSTALL TZ E5104NTlAL LIGFIT11\1(o PER STD. SE 1000. TEE-c4ufp ii1/(.� I ® /,E I, �4TE SCALE: HOR-I"=L10' 1/EF1T'-I"-4 FILE MO. 80-teb - - - -- - - - - P.l•1d0/9T I • f.f 11 ------------ rn! • i. " g o 4 0 - EXIST L/ La , can a�i - NE�.IA/ BO'YC PZ•/fOLP6A- �r�': L�A +tti 9.10'WI0 f F-CE laa'YC `v Ly ` PI=139f53 o -----� :. OC EX/sr GNd.LiA! �i 'l/I - _ � I BOYC P1r/40t.73l/i d1, 4�4 7 oi = - - tig, fS,LD4 Log,YC - �� co !0=/391BO �1 o m %. pp 1390 o a b h -------- F t'IST. LAID. /NE a E. PROFILE - TOR RANCH ROAD = - _ _ - - =- ra Lzv'Eo e s"c.` SCALE HOR. I" VERT. I"=4' - *__ t _-_— YMOO 18 -- -� i9iO0 -- _Z _ ---------------_,21 �'� - z�roo CONSTRUCTION NOTES AND QUANTITY ESTIMATE ND L.>`M110TION QUANTITY SEE SHEET 8 SCALE l'=40' SEE SWEET Z (D CONSTRUCT TYPE A"CURB e GUTTER PER COUNTY OF RLYERS/DE STD. N0 200 W/TH 611Cf 1,140 LF CONSTRUCT 2%r"AC PAYZ-MfNT DYER 4"A.B CLA6Fff,Sf£GENERAL NOTE/0. 22,0825F 'o' n CONSTRUCT CURB SIOfWALH PFR COUNTY OF RLYERS/DE tat -a: -•r* .' :,° `? ;;7 ' 11 3 STD NO 400 6,274 5 F (t--- INSTALL RESIDENTIAL L 1GHT/NG PEfl 670/000 2 EA © /N17ALL 941M/UDE AR A/Y.M. M.M°/O SfE6RA0/N6PLANfO/7 Q i:q.ti 6A22.06 E.C.R. I rfMFaR,/NrDRA/NASESWALE ,1 � 350' So 59.50' Sa So 531' ^ =77= 1 tic t b0. 6� A r 1FeA W 1� b�' �/�3A 1 E. b vvl•rn'°r"W y0'b6 1 E �k 0 gR• F.. B 11r 0 53.So 53 So' 3'�.So 53.Se' ...5'3.eo' G3co'. 53.So' ♦5.30' '. � �,� �' `6k}61 ,9%��•{ � E.CR6 I lSfT2.82 �•,``� .riIF°0•�� V %R. pia �o ^n r TC,R. ' ! jo t SEE SHEETS PLAN- TORN RANCH ROAD WATER SYMYaaTNTITZ.5 W B'A.C.P. CL./ED lI�ATERL/NE , q6 •F SEE SHEET 2 SCALE: I' _ "A.C.P. CL.JIW WATE.CL/N,' l"COPPER&Alf STp 70/ ® �' F/RE NYaRA.VT WTE: SEE 5F4EE7- A. FOR E GNEZAL NOTES. -- --- EA B'-6AU YVY,' ------- © EA. r-GATE MYE ® 6A B" TD G" TEE 6VOUN6 m 2 EIP. O DELTA RADIUS LENGTH TANGENT AA) 89.5B'33' 25.00' 39.26 2499' QUANTITIES BEIJCHMARK:- B 90.01'27" 25.00' 31.28, 25.0/' 1.10. 114 c 81,69 25" 35.00' 54.97' 34.99' Ea1c0' So. OF INTERSECTION OF LAKEBNOREDR{TERRA C07TA ~° 0 90.00'35" 35.00' 54.98' 35.0f' ELEVAT 10 Al: IS 1.1.913' WOODROW REMBOLDT CITY OF LAKE ELSINORE CIVIL ENGIAIEE .SHEET 9 P.a.Box 104A p p LAKE ELSILIORE.CA. WATEit IMPROVEMENT {—TANS RC.E-1069(e DATE FOR OF Pevts1oN5 APP12. DATE APPROVED 9Y dOSEPH KICAK• GIT EA1 W. TORN RANCH ROAD 10 SHEETS DATE R.C.E. 21-1-75 SCALE: HoR-I"+40' VcRT-1•= FILE AlO. Bo-l8b — - — _ 1 . I- _ _ - - - uj MM — - - - -` _ EXIST 6A10.UA/£�u! -- ° t C lNE E W ' 1 1.64Un - - _ _- N CL/ Yz 46.41'VL~ _ - o ,- D EA/ YE P t-/40144 - - - - A B1 AIMA16 T k b _ - - - - o F C La erwa fo U E d — }_ o EX6W. /sT. A a - - - jo f- _ - _ '- ----: -.'n, o � � � cam.. � :: V• 4i � I:_ - - _ - - - - - - J .' 99 ,n N \ - s- 1/1 /40 - - - - _ - - - I0 !1 / . e N � v N _ a'}I/J - - _ _ _ _ W iT _ _ 7f7 SVO 1 1� T - 0k1 CURVE /2 _ u 0 0s _ _ ON TANGENT % ,a°/ram z r i y to Y . -' - -. 16+00 1'11oo 16roo A+°° a/o+oc 1'TDo Zzroc '°° CONSTRUCTION NOTES AND QUANTITY EST/MATE NO DESCRIPTION QUANTITY SEE SHEET 8 5CALE l'=40' n CONSTRUCT TIPS 4-CURB GUTTER PER COUNTY W L.F OF R/YERSIOE STD. NO 200,WITH 6'C F r.i l I I� �- CONSTRUCT PYr"AC PAVEMENT DYER 4'ALi i Cm 5 SIE,SEE 6ENfR.4L NOTE l0 /6950 Sf CONSTRUCT CURB SIDEWALK PER COONTI Ar RIVERS/DE STD N0400 3,156 SF INSTALL RESIDENTIAL LIGHTING PER STO N 19X 2fA CONSTRUCT REDWOOD HEADER 2"x4" 5d8L.F RSf9/82 83 6 N e \ —_ oo o--/NSULL 1AAR/GGL� PER f/Y.CO. T7U.ABIO E L.R �FUTUfIE/P/l4' EurunE �� 50 MouNrAiv sr o c�P ��q�py ll i �� ___ _ STL/6NT_ A A HOo I NO �t /° Z/3rw s7o.0o° xw o vo \ff� 2273'� p Lu 9 S l tiEY - * w• - u j . \4`. '-t,V. F•f ` C1 43.SO' 3j�50' S3.50' 3y,So' S3�so 5350 535e' 53So' IQ lT / -.^g� �. � ❑AS A/6111V � ✓•✓- I 26.MIT Ps�141 i E.C.R. f f e 7 � zs/ i•Iz§e' 8� � II I h SEE 6NA0/116 RANf F ' TfMPONANr O lA/NA E '✓ 0 I II y SWALES m I V/C/A//TY MAP 0 N .410 CCAL E i SEE S NEET 8 PLAN R A L P k4 ROAD WATER SYSTEM CIUANT/TIES i II I C A.C.F CZ./-'0 WA7E.Q/NE 630 L.F. r caPF>A saeWCE ® //EA. FiaE HY M. 70/ ® 2 EA. a'r_" YAUf 3E4. NOTE' SEE SHEET L FOR GENERAL NOTES. " TEE COUOL/AAi © /EA. CURB CURVE DATA DELTA T2ADl U5 LENGTH ® 90.00' DO" 1 25.00' 39.27 zs.00 OUA T'ITIES B MCHMARY0 © 15100, 39" 110.001 2B.82 14.49' 6�SQ of IAITERSECTIo1J OF LAKESHDRE DR f TERRA CODA C .210'o1' is- 38.00' 139.29' A E -4 . C ELEvATlol.i:136-7.9V s i S WODDROW PEMBOLDT CITY OF LAKE ELSIWORE W s CIVIL EI.1GIt�lEER E.E.T IQ a '� RO.T_Y. 104q LAKE ELSIu02E.CA.� ATER IMP2oVEMENT FCA675 of ❑ R.C.E.10 !o OA F'Df2 e REV/SIOA.IS JAPPP. DATE PPROVEO BYJo5EPH WCAK-cITV EU412. RALPH ROAD IO SHEETS Q4TE R.C.E. 2n'75 SCALE: k-IcAZ-1'=40' VERT- 1"-4' IFILE A10. 60-166 K ST R-A /02