|
--------------- ...... .............. ............ ---------------------
<br /> -----------
<br /> "'Y
<br /> i Oil I
<br /> o
<br /> -7-
<br /> E CAL"TRANS
<br /> '4"'x 66'� RcP
<br /> 7777
<br /> (N) RIP RAP ENERGY DISSIPATER STONES
<br /> "ro BE ±12" 0. 2 LAYERS THICK Wl"ffi
<br /> lY
<br /> "A'
<br /> fRc
<br /> 0,
<br /> TG 97,4
<br /> - J6
<br /> 4" BED OF MORTER
<br /> BOTTOM �AYER SET IN
<br /> G STRUCTU
<br /> TURNIN RE
<br /> a Quf '06
<br /> 34
<br /> A
<br /> 94,97
<br /> 8" C1 0 0,005
<br /> -7-K�50�
<br /> 18 L,R
<br /> ,qj',
<br /> V�,
<br /> 8,12
<br /> 'J
<br /> 4" PVC 0 O�005 '7L,F,
<br /> V m, 'T, ROPERTY
<br /> [IC 9 L57 TS 4y,
<br /> 2:-
<br /> SD
<br /> 'QA
<br /> 41
<br /> I FIL 89 5' 47" W 20,0
<br /> 8" cl FL 9 SWALE
<br /> OWN"
<br /> FL11S 97,29
<br /> @ 0 076
<br /> ,:K,
<br /> FLE
<br /> 91
<br /> TS 97,41
<br /> 9 7,7 0
<br /> T5 CATCH BASIN
<br /> UAi
<br /> <
<br /> 01
<br /> (E)
<br /> 1 97,2
<br /> "Y
<br /> TG97,65(
<br /> E)
<br /> A
<br /> 4
<br /> z:,
<br /> T-8v -9 6,-S-4
<br /> TG 9 7,12
<br /> pvc
<br /> CTL(""- 5 (pq
<br /> 0 0,005
<br /> UP TS 97l22
<br /> 4 97,74(E) 777
<br /> Y
<br /> bE(�11ON A
<br /> 'A
<br /> 97�39(E)-
<br /> %
<br /> TS 9
<br /> 9 T9 1(E) AC CUTI
<br /> -INE
<br /> -Y�
<br /> TRANSI-110N %/
<br /> TO (E) GRA
<br /> ;'74
<br /> s
<br /> 0
<br /> 7-�
<br /> A
<br /> T,
<br /> 7,
<br /> 0A
<br /> �j
<br /> 8
<br /> -97,77(E)
<br /> F L 7 2-l2
<br /> Ck:
<br /> TC G8
<br /> (GRA E
<br /> K
<br /> Y-REA-
<br /> 97,9 7(E)-7
<br /> '00
<br /> �A
<br /> LO
<br /> 97,65( 97,85(E)l Ts 9988
<br /> K
<br /> SD- ..........
<br /> '96
<br /> A, %�,, �I'I" , " 0 ",,
<br /> 9:1;
<br /> h
<br /> ..........
<br /> C,0,
<br /> ver
<br /> V) 0 TS 1
<br /> b"0,",
<br /> X
<br /> TT!
<br /> A
<br /> E 1 75
<br /> -- TS 100,20(E)
<br /> s 85
<br /> -9
<br /> 98,14(E)
<br /> A RX,
<br /> Z
<br /> 3,7,':4
<br /> 0 99,157
<br /> 98'a
<br /> LIP f 9, '10 100,21(E)
<br /> & '98�00
<br /> FL
<br /> f
<br /> s k90
<br /> iF6 �70
<br /> T _98,,�6
<br /> ts 9§7)()
<br /> Gw
<br /> -7-
<br /> SD
<br /> IE� 96,60
<br /> 4,9%
<br /> -----------
<br /> 98, (E)
<br /> 1(E) 4,
<br /> N
<br /> c�0, L
<br /> f 'll
<br /> 2% RIDGE 100,30 FF(E)'
<br /> RlbrE� I-.*- ----
<br /> -7 7-
<br /> '00,20
<br /> 2% TS
<br /> 0' 0,02
<br /> 2 D 5D P\/"
<br /> 4)�
<br /> 0 0,02
<br /> ivv,25
<br /> 4" PVC
<br /> (E)
<br /> -77- T oe,
<br /> 97,80(E
<br /> -pB 90
<br /> 98,73(E�' 5pKE9,z
<br /> 7-fl
<br /> 0
<br /> Y,
<br /> 6 J
<br /> 3 ET
<br /> 5�9 9 Ts 9T5��
<br /> TS c
<br /> 7(?:�1 D5
<br /> 4 F F3
<br /> S D moms"
<br /> C,0,
<br /> cl 0, 100,30(E)
<br /> LE 9
<br /> 99
<br /> IE 8' 96,07
<br /> ---97�20(E)
<br /> �6 t-,F, -cT
<br /> 8" Q oloi 10
<br /> MATCH EXISTING STORAGE
<br /> U T F,F,
<br /> M
<br /> 4
<br /> s6 100,25(E) FT 5 0: 5
<br /> 0> Q
<br /> 0
<br /> 99,1 O(E)
<br /> il,".�'J
<br /> 83Y---
<br /> 71
<br /> GRADJN6 LEGEND,
<br /> /rT 99, TS1 00,04 C)
<br /> cy-
<br /> 0
<br /> JE 57UTT6,;�i�
<br /> TS 99�60 T 66"jb"
<br /> C!
<br /> i N 0, 0, Oil w
<br /> wwwwwwwwww" alwo woo
<br /> Ff- 99,4 PROPMTY,Ll
<br /> �p, w"I"
<br /> 4----
<br /> 47,80(E) $ION ONT"'.
<br /> 99,00(E) N
<br /> 8
<br /> Nams amp
<br /> V,
<br /> "i........................4,1mpipm-"i doom"% CONTROL
<br /> 17 7117
<br /> -AMR" twavo
<br /> 117-35'
<br /> '5*42" R=,340' T 41-5
<br /> S 8K 45' 4 F
<br /> 0� C H 8 2,6 5' S 89' 45 47 wm=o wma am* wal 6D mmo am*own*mmm 60R-3�, Pvr,, 6f(�W- 01�4'1�
<br /> 20,0 2 Fff-�c�j�co�5(05]
<br /> PR --ry C *�MR
<br /> BW99,36(E) TS 100,00
<br /> N,A
<br /> 14,86'
<br /> c,
<br /> js 0
<br /> P6T
<br /> --BW99,77(E) \----BW99�90(E) -99,8 (E) 9,82(E) --BW99,74(E)
<br /> LO 0=0 r 0060 �f' ELItYA
<br /> BW1 W 1 O(E)
<br /> TOP cf�'CUKO
<br /> OOTTO OF CU
<br /> "Y'
<br /> Y
<br /> OW 6�t�
<br /> >
<br /> F#, FLcdf�'11
<br /> INVd0teLF,"T
<br /> aANP
<br /> V, TOIF
<br /> TA' T4�fo Op $I.
<br /> Q'I
<br /> 0 y"
<br /> v
<br /> �Z
<br /> ACK 00
<br /> r<�p r,* u' LL-
<br /> ti
<br /> N-0-T L, T0f*'0 Af-K
<br /> TIONS SHOWN ON 7�H�S ,
<br /> OF-YQND' THE 1,00A
<br /> I
<br /> '311
<br /> PLAN PROVIDE' EXPANS1,10N JOINTS (T'YP,') WHERE
<br /> lAv
<br /> CONCRETE PAVNG ABUTTS PLANTER, C06S, TANK, Tf*,
<br /> SLAEI,,� DRIVE' SLAB, BUILDING PERIMETER ' 0IL/WATER r
<br /> -m aas
<br /> TIP,6��
<br /> sek
<br /> I VE WAY,
<br /> QR 6,
<br /> j
<br /> PRbV1 OE CON CRETE'SE ALEf TO �A L,� NEW' INOICATE6
<br /> CONCRETE "YARD, SURFACE, SEALER, T0,13 E:
<br /> A� 4
<br /> OETF-RtAINEO', QY,,CHEVRON, ENGINEER. Y
<br /> z
<br /> NORTH
<br /> GRA
<br /> PHIL ' CH '01N'G PLAw:
<br /> r 4
<br /> A"N ATIE R
<br /> 0 1�0 FOR.
<br /> -77" ""
<br /> -717777 7�,
<br /> Chavr
<br /> -,---7= -77-7777-777=,l
<br /> 7-7 7
<br /> -PE-Rm ere n
<br /> PLANNING REVIEW
<br /> on USA k
<br /> � 3, 'T
<br /> E31 -77777777777-777777-7 0777
<br /> 77T
<br /> A
<br /> 2 IN I......NEW! 1:MY I I
<br /> 0 REVf 0
<br /> 6ORT'gAt T DOCU MEN T ,
<br /> 5 0 30 40 -0 R" C 0 N S T,R U C T 10 0
<br /> 4�
<br /> 'CONSTRU T1
<br /> L
<br /> OWN R
<br /> N
<br /> 7
<br /> 0 0 NOJ�Osc FOR R5 T R ,
<br /> 0 c
<br /> R
<br /> p
<br /> [T G
<br /> �C
<br /> "d
<br /> F4 T H. L 9 1Z ' ,fw, A cf,
<br /> 01 R lc E 9E R t
<br /> N
<br /> )8# ,8340�
<br /> j
<br /> Rilili
<br /> '77777777
<br />
|