|
aaexs
<br /> r
<br /> PL. HC SIGN
<br /> 20,aj Z + 41, �_2 i 4
<br /> LANDKAP_ AR;-:A " ` 6 {,O_ q_ v1 9—O =p� q -p` c =0` q-1011 G � p� G - qO �-pelw r 1 r
<br /> _
<br /> -
<br /> TieASH 11RFA TYPICAL CONC)FETE C'Z/RB
<br /> JOIN l5 ' CONC
<br /> l PAD CURB
<br /> 2 t 21.6 l rr r it
<br /> SLsCtt,4G GAiE
<br /> G B rr (A LJTo MP\7, I C'
<br /> PARKING AREA C8 I CtAAlhl LINAC GAIL
<br /> 20,55a.o � (R� IO� ��C15Tr' t�i� 2 ,7,o T �
<br /> 4 REMOV2 EXISTiNCG PAIL MEDT
<br /> D/w REPAVE WI \ h WALK WA`s► 4 `f C1CNC.. OVF-- R 4 " 5ANID -`YP.
<br /> ` M
<br /> GAS E G P. CUP,? �yF'. HAHUI Cl�P� r�,rt�>� o O �.��; �''�'
<br /> o20.6C .ti h'- 603
<br /> [2 1.1
<br /> HC SIGN .�, t , �►, , O
<br /> �.3 �Ln -
<br /> L.-\t4DSCA �'� ;RSA G4 II ►� o
<br /> i �
<br /> .► s�" -� 9'-0' q , O, Q , 0+t' z t 3 CTG 2
<br /> D E 21gq` �-
<br /> .:
<br /> t
<br /> ip. If OAK I, �- �
<br /> INSTALL WINHOL` + o \ �.ac OFFICE i~
<br /> I.oS LAND�, q P �N
<br /> � ARK G
<br /> CoYE R
<br /> y \ I
<br /> 4)PoV 1 D E GAS
<br /> 0 2�� i t
<br /> I k
<br /> FINSS'H FLOUR ELP V. — 2.2, 5 i
<br /> C GARDEN v ALL
<br /> LEGEND �-
<br /> LO CAT3� �acT(� � Iii p0
<br /> + 0-00 EXISTING GRADE w d
<br /> -1
<br /> ,.
<br /> FINISHED GRADE . \ WATER M `T�R _ - --- — — — O
<br /> Ext5TIN6 AC PAVEMENT A REPLACE 4 "d ASS �' STEtL Pl{v . T L�,IC ` _� I�'-o �1.-, o
<br /> CB CRTC } BASIN \ W/ I '' METER MItJ SLOPE 0 ^
<br /> 0 POWE R POLE y [ �, �� C0TG -
<br /> _ .._ PROPERTY LI N � `� LAC�DSCA PE AREA ��-�- "� LAN DSGAp E AP~wA
<br /> --�-- p TO DRAIN 21 .54 ,...._
<br /> SLOPE \
<br /> PAIWT HANDICAP SYMBOL LOCATE � XTG _ f
<br /> 55 CON NECTIOU
<br /> FL 0,40 FLOW L I N E E1-EVAT I0) I. R EUS E138
<br /> -•� i
<br /> ® IOP OF CURB EL E PATI 0 J Cost iron From and cover — re r /
<br /> to Imgraa,ment Standard Na. o- C-� SITE DETAIL
<br /> Top of pavement grade / D �X I .3 1 { N� �j,J. Co
<br /> / T" r�"Td� ►vt DRAIN 1 � = 10 '
<br /> Precast reinforced concrete p
<br /> grade adjustment rings [$ F t?A M E CGRATE
<br /> 2", 3", 4" & 6" sections - n
<br /> as required .
<br /> ■
<br /> Precast reinforced �► `,-';'. ? ua
<br /> concrete tone. .y; ►:. N �8 � RCP a R 3 " GIP C 4 N G
<br /> All joinh mortared and '
<br /> bonded with mortar on OR P R F_CA 5T E30)(
<br /> both interior and exterior
<br /> surfaces. ;: / CM P S. . 002- 5
<br /> Precast reinforced manhole
<br /> pipes, Class BI, as required q �� 4'—0" d i e m. k
<br /> to obtain proper elevation a
<br /> ;.
<br /> f,2, 3' & 4� sections. '' Lowest > 1
<br /> >
<br /> > // f�
<br /> �.c,4•::t.;:;�,_...r, - i0 � CON C. —`
<br /> 4 I t' * Class "B" Concrete t$r�r '
<br /> 10
<br /> base. Pre--cast base
<br /> mvy be used if approved
<br /> by the Engineer, CATCH BASIN
<br /> ELEVATION
<br /> STORM SEWER MANHOLE ! r Q ''
<br /> NOTE : A 1'--6" concrete cone may be used if approved by the Engineer.
<br /> REVISIONS CLIENT SEAL_ �—� DESIGNED PROJECT NO. SCALE
<br /> THOMAS RUTMID STATE STEEL ERECTORS INC. ,.,�= SS,p,�\
<br /> N0. DATE DESCRIPTION BY M .
<br /> '�� 0� n r ro7e
<br /> THOMAS M. RUT HAS NOT BEEN RETAINED TO OBSERVE COMPLIANCE ���� ;� ,! l /"1 .] 1�f
<br /> OF THE CONSTRUCTION WORK WITH HIS DESIGN OR THE DESIGN OF 1916 CHEROKEE LANE, STOCKTON, CA-
<br /> OTHERS
<br /> A DRAWN BY BILE N0. SHEET N0.
<br /> CIVIL- STRUCTURAL ENGINEER -OTHERS UNDER HIS DIRECT CONTROL. THOMAS M. RUT THEREFORE PROJECT �a. I�,055 �`
<br /> DISCLAIMS ANY RESPONSIBILITY Off LIABILITY FOR ANY CONSTRUC- OFFICE BUILDING , �. f
<br /> TION PERFORMED ON THIS PPOJFCT .AND FURTHER DISCLAIMS ANY
<br /> ,.. 1
<br /> SURVEYOR � CHECKED G14TE
<br /> RESPONSIBILITY OR LIAB'LITY WHATSOEVER FOR THE US£ OF THIS 1940 CHEROKEE LANE. STOCKTON. CA. �r�� lY�►/�\!
<br /> DESIGN IN WHOLE OR IN ART ON ANY SITE OTHER THAN THE ONE \FaEC� �-,7�_ � L 2 �.
<br /> TITLE
<br /> FOR WHICH THIS PROJECT WAS SP£GIFICALLY INTENDED. 2068 ALCAZAR WAY SITE DETAIL,
<br /> STOCKTON , CA 95209 (4. 09) 951 -5020 EXPIRES 9-30-93 �OF `-�.*�
<br />
|