Laserfiche WebLink
31 <br />m <br />/ k Zo <br />3z� 3•t.8 <br />a <br />a A 33 Zsa 0�3' <br />m w <br />m /� � . � -- � • Q P. 32.TE <br />1 U� <br />32,E <br />3i. <br />• <br />8 so, <br />d <br />Ld <br />U <br />a 5 <br />a <br />33.0 32,9 33.1 <br />/ i F- 0 ¢g , to s.o <br />s <br />/i 21 <br />/o- St. �•= �Iy 3 �•y°I �44o'6na.C.P• os <br />,� C'i9'��o.,s o P • r <br />/h RadlUs = 400' Lov/ It. <br />` 33.1 <br />O C 31.E <br />o.•tc1�� 4Q.� . <br />7.o yob Zk 01 yoe- <br />o Go<N,, to <br />It <br />r mStsercr <br />Otto See SbICG� S f-or <br />�._11•�S.o.F-�,- Bldg. De+ -ads <br />/I eo,,- E*Ajs�. cymvvid <br />31/S 31.7 <br />`/� re mOv� FUIJhr a� tOYt A �eFasI-=- } R�vn+ <br />Its o <br />/ Ocalnage Sas(n caeact�y 'zor3r25o cu.{ri <br />\ // stile slope z: t +a? elev. vactable 3i.z }0 33.2 <br />bo+• e(ev. z-7,0- <br />� Apply soft Ster,(an+ }o t atrrgo Qasin S-Vktt Area <br />v4k AK O.2o Gratlon per S9var2 hard . <br />to' side slope- <br />82.(j 32.5 32. G IS' road 3%.7 <br />__Elan_. Yaenab(¢ eonFoera IS <br />- - <br />1•o ozWrel gravhd oaff Fall <br />or- top <br />TYPICAL SECTION <br />I Etcu. 2Z.0 <br />9+6q PAWE T <br />EXIST. QA%41kCr <br />33 So <br />F t_.�aYe <br />GRd L II-IE <br />coNST 4k4' Zlir s•D•P <br />IL %+-77S - { t�b�2TAR PIZELAST PLV G t.ty EACH AND <br />0 J <br />H <br />or2 <br />10+00 9+00 8400 7+00 <br />i?GY laf G'! <br />PI_rePrr <br />EXIST. CTv= %41> <br />u <br />3-0 <br />\ d• <br />o% <br />\ X <br />3Z • 9 x 33.0 <br />\20 <br />See Shef+ r, <br />-for T�e4aIls <br />33, t <br />CiLOWN of 4t21 <br />PRotor.�o f.TR4.(ET TI04A PLACE <br />o.7.S •10 <br />CoNST. ST. MR CONST. ST• MH <br />i� 'L5•foG (%'LTI-RI <br />RlM-3Z,•3b RlM 31.a10 <br />C0"ff tt4r-'LI"S•fl•P'• <br />g = 0.0022 Sx o•o�oz.'i. <br />6+00 5+00 400 <br />33.3 <br />33.6 <br />10' 3Y.01- �N <br />S-L. ° L <br />3i (.p o� • <br />HI. pr. <br />33,g. <br />/V <br />adws = 400 <br />o- <br />�o <br />19 33.3 <br />tsar S•i7•P• S - <br />G ONST. 4-2'7 � <br />3400 <br />2400 <br />33.1 <br />N N <br />in m <br />Lonsk. 6arr,ead¢ <br />sea. Aek-a-i( <br />TOIat1�.S QL.AGE <br />O.'LS "10 <br />WAS <br />GfaNST. ST• M H <br />t$_ ':,7.37- <br />RIM 3I • to <br />0 S <br />OV <br />1400 0+00 <br />3 SCALE: I ° = 40' <br />DATUM U.S.G.S. <br />STATI O N <br />W <br />J <br />W <br />33.3 <br />33.1 <br />33, tr, <br />33.9 <br />APPROVED 19 . APPROVED ZY--,-ch 1g _ revisions WONG ENGINEERS job no. 1572 WALNUT ACRES SHEET <br />no. description date by CIVIL ENGINEERING CONSULTANTS date OCT 1975 <br />� 'I,_-. 243 E. CHANNEL ST., STOCKTON, CALIF. f. b. no. <br />,✓ j'drawn 10 STREET a UNDERGROUND IMPROVEMENT PLANS OF Seven <br />WATERLOO- MORADA FIRE DISTRICT DIRECTOR OF PUBLIC WORKS R.C.E. No. 14269 design WE <br />check c.c-W- FILE <br />