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HomeMy WebLinkAbout2746-3_ z w o _ > _ _ — _ _ _ — — — — — e — — -- — — _ — — _ — _ — _ _ _ _ _ -- — — -- — -- - - — — — — _.. - — — — — — — — --- — — - — — — — — — Z w i W W I m ] v 'Y j 1 1 I ' cn 1 Q i V)1 } f ; 0 1 w C i } CL BE AVE. I: { N N { I I { } I V + I c0 I U 00 --PRESENT. GRADE PER . 13 f y I i cm ' I f i `0 y F TURF FINISH GRADE NATURAL GRADE 0' CALTRANS FILLICUT FOR tl I f _ PROPOSED "BEECH AVE. & { { CL PIPE { i f �� ,1� CARTER AVE. CON ST. CL MH 66 +83.03 SEW. MH N o.4I f y _j . i FUTURE CL FINISH GRADE i 14 i to foo•oo 5Tuo: I { I f+00.00 STUB i PER CATRANS ClM =.1482.2 t 14B -5 145 EXIST.GRADE Ono 1 f i f �r/PE i EXIST. GRADE + . I ; 1 ww a ` EXIST. 60 S. D. I 1480 I a { R� I y N tUSr. MNLn I ! I 2 ; I y gZRw -1-475------------ _ _- e- - - - -- ti �4?•� - - - 1- -- -� v _ \ �! ��OkQ• c0 I 1 0 0� 0 5TH ' rx�ST �0 s=©.0090 I 'gam !R I I O 1470— i S=o.oloo �� r� •s, ��.�' `' f'L� BOO tiL C.7 0A fes` i m Oqq { ; ��'1 '� F,Q o•ooso I •.D• J� ; F ti� o f uj 3 N ` I00 W �� F6 i 1 I ap 1 Il`� 86.00 LF 12 % I { /A/� VCP SEWER — T – - -- – - -- -- -- -- -- - -- -- - �9 3 c' ���, F�tiL 9 [ q GS 4- -- - O S- W Co --Z o.o of i 0 34.5a LP I ; W 5 44.97 L.F. - 15" VCP. SEWER'_ z i ! { 8" V -GP I f ! = r 407.25 L.F. - '15" VCP SEWER I UZZ, I i "SrtO @ ST 4 GZf 71.28 268.78 L.F.15" VCP SEWER 60+00 61+00- 62+00 63+00 64+00 65+00 66+00 67+00 68+00 SCALE IN FEET 13 0 40 80 120 160 _� 2 1 66' z -_ u, 77 SCALE: 1- moo• _ 3 wZ 7 CONSTRUCTION NOTES: z o w • - p w w W Q w w 1O CONSTRUCT 15" EXTRA STRENGTH VCP SEWER cn l w n ' I cn w p Co cn p cn I� w Co Co _ w o rn O CONSTRUCT PRECAST CONC.'M.H. PER CITY STD.DWG.N0.112 O r N N tU IlC\j M �4. 0 o g rn 4O INSTALL 12" VCP_ STOPPER 1 W G• O Y S T E R' S SUBDIVISION B D I V 1ST O N + �* I 7 INSTALL 15" VCP STOPPER W _ o O `0 END CURB °- LLI2 PER CALTRANS �' > 13 CONSTRUCT PRECAST CONC. M.H. PER CITY STD. DWG. N0.112 U I E { MODIFIED 5' DIA. 12" EXT 14 Lo CONSTRUCT RA STRENGTH VG. P. SEWER. W - - - - - _ 25' 25, o W N w © WfJ5T?uci 8ExiRa sr u6rH �rc•f' SEWER 1AJSrA1-�. 8' V•c,r. PLU6. d W �1�... K /NTo dUsj: MH CoiusTRUc1' CH lNPL P -R Z T',A 3 1 7 :.N 0 17' 15" E FUT. ST. CL cu - EXIST. R/W MATE_ CI CALTRANS NORTH' ULTIMATE .- 14 — — U FRONTAGE R ULTIMATE _ 164 165 � _ 166 _. � 167 , ...168 169 �t . 170 _ R/ W F TAG OAD R/W , U _ — ---- — -- _--- — — -- -- — — — ----- — —-��–Hf• — — - — — ---- — — _ — — — — — — -- — — --- _ — — -t- — -- `�'CrA — — — — — — — — — — — — — — — _ 20' 20' O • > i STORM DRAIN` - M. .. _ TRANS , CALTRANS Q _ 0d EXIST. STORM DRAINS PER CALT A - M #f. 66 R/W ( PER CALTRANS 1 4' O - _ — - 5� C. B. `P R-C_4LTRANS _ 1 12 ` 4 0� - FUTURE, CURB &GUTTER ✓ 6' 6' 14' 14' 1 611261 0 • ,..,_ FUT . R/W Z— • EXIST: • Q 6 t � 5 + - R /w o CD Z HAR N -JOHNSON 14 lil W 3/• , . N 89 32'33" E 86.00 .1 Q �.I a P • n I . •t 14 sk d '• -ND" URB- Q li- Jul ! 7�. i4 �UTURCJZTE L�h� w I O FUT. CLF CL FUT. WATER ` PER CALIRANS c9 w S.D. T +� U' > W 170 f 63.17 � B�EGH 4 (1 MMff CL GAS HARMON JOHNSON �a_ QQ I V' CL SEWER • j v ' ^ 3 TER AVE { ULTIMATE CAR No. 3663] 4 END 12" VCP STUB" OUT Z 66,20 w = I� w STREET SECTIO - T *b"• �'i 3 . N S C 9r r�Lo Dm 12' 40' 40' 121 L- - - - FUTURE CARTER A KU- Underground Service Alert CALL TOLL FREE ` 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG THFSE .� 0 k,f 1a,Caa F', JP I ?�,,I I ;EPARED, 1W t%,I� r1. � �.`A.Z JP1 COMPILED AWD FUPNISHE.) L"' 0. HEMS. HEMS. THE ENE @�<?EER 4u1LL NOT BE RESPONSI'B'LG FOS ANY ERRORS OR Oe,11:ISSIOWS WF1tCH HAVE.$EEN VZCORPO -ATED F4T0 THE DOGUfAZNTS AS A RESULT THEM 01~. U1 '1 ^wn CITY ENGINEER R.C.E.25126 EXP. 1 4c -,f -1 {/ v0 4PP1.IPP PI AAI Prr7r J AVP P-�) - P1-117PT7 - -; fl1. 1 471 PP. 17F,QFA Ann P4 -.1::1.-Q7 : n7. -;Q AM / 1 7Fi-QFi4- 1 DWG. DATE