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GENERAL MC rrF—S
I.- ALL WORK AND MATER1At_S S�{ALL CD}J Fo2M
TO Tlkt✓ STAI�l(�A20S p1-1D SQF,CaPIGdT101.aS Ot=
THE CITY OI= AU C3L)R. ,A AND DIV \S\ON �- OFT 6
" ST/� r�1 17AR 0 SPEC% 1F I cAT l c>-A S F'02. M U " % Cl PA L-
PU(3"IG WORKS cOti\ STRULT101.1 ", WL�.SH ttidGT�L.a
STAT-E �-►-�/�.PTER, AMR\CA.►�.1 PV Di�tc. WORKS
A,S5Oct4!,,-7ICDQ iZ>7_7 AS APPRO�IED t3y THE STATE
OF WASLI I I.IGzTON , Da=PT C: IV=
2. - TFE>✓ CfJNT2ACT02 S�FALL_ y�2\F�l S\Z� , (SX�
TUDI-. AND E( 1(AT I dt�l OP �X 1ST 1 N v UT\ L f 1-1 CS d
P210R Ta Gp7`1S j IZUGT101�1 TO AV01D 04tv\,�G E
EX. FIRE HYD. TO
OQ D1STU4Zl3Ai�lCB•
�
t3E RELOCX�,'TED
TO I' BEH I N D NEW
3.- ALL DUc_-7U_✓ 1p_C)4 PI'PF-= T-O U,F_ CLASS 5,
N
WALKWAY
A.ND CONP02M T•O Azl.S1 , AND
0.
BF-: t317•ULv\I NODS COA.TZ✓D AI -ID CEMENT M02TA1Z
x
w
LINED. PIPE L �DINCa TO S� CLASS~G". cf�PwA
W
J
PLAN NO. CoZ�>
+I
�t
4• - 11YDlZOSTATIC_ TESTS SMALL BE IN
W 17--H A vV W A C. CDOO . ,4" EQUIP to E N -7
R+✓QU I Q ED Fop. ��ST t N Ttp T>✓ SUPPI.._\ +✓D 13Y
9 tCv
CONTRAGTOTZ
.,
8 ,?
6. - W ATE 2 MAIN DlS I N ���C-Tldl� S1 kAl�_ 3� 1(J
L EX. 8" GI.P
AC�02DANCE W 1T�-1 AY�IWA C�o01
Co• - AIL TESTING, AND GC7t�lNEGT1oi�1,STi_7 EX -
I ST 1 r,4 G MAINS l-
T I E PRESELJGE pP T'44S C-FrY OP AlJ t3U2K4.
1- 3/4-a CLAMP 8,
SEiZ>IIGE ASSEMBLY
7. - AU_. N I=GE SSAI;.y P S2 M 1TS TO B>✓ 08TA 1 N ED
8,\/ T►-} AF___ CrJ_i TRAC.TO'iZ Pp_ Id2 T-O CAN STD UGTI b NA .
8• - �.L-1-- \/V AT�IZ. S�QY I G� s TO F�� 3/n" � OPP E �
d
�
1 Z
ItiISTALL_�D TO Co" SACK OF W�A•LK`NA�! b2 S,S'
t3P,C-K- bF C-UfZ.B. AvNG-1LE sToF' To a:,EE� 14" BE-
LOW C-URB� cr�RPo2 4TE STbP To r3E MUELLE2
H- 1r�.000 -r-UL,I NG-t T'O 8E= TYPE K� AT.I D
/•+.Iv �-1 `L- � 1 v r 1 V L_ t7 (Y\ LJ G 11- C. IC •1'f 7"'t - 1 •--F • L 7 V
0'2 APPRoYi✓D i�G2UAL_.
MAINS TO P� I tJ STA LL i✓ D VY IT I-1 A M I N I M U 1`!l
Cr�v�2 oP 4Z " P�"R c.rl-y oF: ,�L�1•�U�N SPED- a
1 F- I GAT 10/,1 S. Q
10, -ALL F'1RE F}Y DR/�.NTS TO [3� PER CI-��J OF -
A�UP t,Rt..l STAN DJ�.i2DS ADD SPEG\P 1 CATION S N
U�uEt� ER " MoD�RN SUP. CDR " OR�sS�R soo">• �'~ -
tI. -All WATER ME-1 E2S S�\ALL L3� l Lx-4T>✓� x
PRo M
LEG E.W D
ADAPTER
�}-s SADDL.E G1-AM�
�T-T- TEE
Q CONE. IE�>LDGK.1 NCa
� FIRE HYDRA►.iT ASSY.
a— BLC7W OFF
F_ '-/A t_\/ E
❑-- WATC-R SEFzvIGa
�j•� R>= D U G t✓ R
I- S" X 8" X 8" G.I. TAPPIIJC= TEE CMS x MS x FLG')
I- S" T-APPI N E CFI�a X M5')
CONC.. I3LOGK.1 NC-i
a
LL . rr.
CD 20 21
1-8" XZZYz- G.I. FEND CMJX M7')
CDt\IG. L3L[>GKINC�
DE FLEET JO 1 NTS
19
W
W
N
w,4ZX e
`d':a' c 5 "CEMENT W
2`20MPTDEPT92 s3 "B'"WSPN,9LT/C 2dNC'.
1-S"XS"XB" C.I.. TAPF'1t.1C� TEE LMTXMi X PLL1) �0
I- a" TAPPING-t VALVE LFLL-1 x Mom) 1kM/Ne01YIPT,XR1W2 Cle S01?R IN97 TOPC'DURS'E
caNc. t3l do l ►., C� Ziz'M/N eDMPT DKION, eR 911,09 '/N97 Q4& Z7J0AoS'E"
DWYEL Q4.4E, e649Y "B "? MAY &IffE &RKD PEND/NI Mk DOND/T/DNs
EX. 1=1RE HYD. TO �E AWL60 Offig RM4D &MdN o
fit=LOGAT E TO 1' 8 E 1-11 N D
EW WA.LKWAY N S
J � J
+I +1
/ //E [7E EX1STIti1C�
�f TN /`i /JU J• { GATE VAL-V = -
\ 5 + 7 9 3
EX 8" C-I.P
■
rr,
w
I Z- 3I SADDLE CLAMPS
38 �� SERYIGI= AS`SI=.M]3L-Y 41 /_ • I - S" X S" X S" C.I. TAPPit�1G, TEE [:MS X MS X FWD
40 col • 1- S" TAPPING YA�VE L.FL� X Mom:
GONG• F3L...UG1�1 NU
i Q Z
i fo0
\ VP zz 10' S7
f+
45 44 r`
Q. \co
Q N I
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X ZZ�z' BEND LMSX M�)
4 Q' / COL! G.to
BLOCK 1 N C� Q
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Lv � ..
59
3 Co 4
J
0
I-S" X 2Z�zG.I. BEND 1_OGTYC?�
GM-- X M-T� O
GONG. BLOGKIt 4Cx
• ' � �•• L-.OG • @PRO P. L 1 ti.1 E
1-4" C. i. CAPCMS� I-S" X 8" X 4" G.T. TEE C_MJ- X MT X FLG� z
5 Z." I. P - T. TAP
24 W BLOYV- OFF ASSY. ',® O c.ON G. 131-OGK 1 f�! C� GFLCa X MSS
17 CANE. BL_OGKINC= (�'
LOG. @ PROP LINE I- S" X S" X (o" C, 1, TEE CM3• X M:T X FLC-i) a 4"� Q
Li 1- S'/4 M)/O FI{ZE HYD ASSY p .55 As. 9z L.a" p.l.
F.
to 47 `r - --- -- -- - -
LL J ( sT2,9
LOG @ PROPICD Z.S
S"XS" X 6," C.I. TEE PGCMJXMSX FL4) X8"XcD"C.I57
5%4 MVO FIRE 1IYi�X S" C.I. TEECMSX MSX 1-=i 45 C. A_- X MSX V MYO FIKF_ HYDCANE. e>L�GIGthl44X Z.Z zSE NI D C.M-T X MT) • '
aY) 6
o _8,. D.LR--- r SCo
1 1 t N i
1-S"CiATE VALyECFLa X M.T) — L L — — — O / / IO' llT1LlT ES '
\ Y MT X �" X S" GI. T'EE
X8"Xo" G.I. TEE_er --- ---- --- CFLc�)c F� G1 X FLLx)
o X r�s x FL T ACT
IX 4,
- 8" " C,. I. REpUc_f_R Z70 L.F. 8D.I. " R lo' uTl I.tTY ESMT-% lL
c Ms R
Ms X M_X) �- /� S O• LOPEN SPAGE� DPAIN- X M )
SANG. LLAC.K_INC-A , Q 1� /�tJ` AGE BAN• SEwr--P_ 1 4 I-4" C.T. ADAPTOR
�f m \a / �' 3Z. UT I L�tTY �S MT V C FLU x tA S )
l-8" X 4" C.T. REDL)
S W I1L I - 8" Ca ATE YAL V lE cFLta X MZ I / ��'\� C_FLca X F L-c=)
J� I-8" X ZZ%`L' {3�N 0�J�1lTX S� N I- `d" r x4,TB )lAl_V�
FILE) IP CANE. SLOG tQr-I 6
1 - 8" X 4" G.I. REDUCER CMS X MS)/X LFLCu X MS )
GONG• E>LnGK.I NCB ,� Cb}.IG• C3LAGKINC�
N � � s C
_ \S SS
I� STbR.M
• 4DRAT t4A(f:E
DETENTICKI R " �`�
/ Z.S POND t
31
�� LoG . G� PRaI? L.I N i✓
�r
10
`SLOG (0 PROP WME � � � 1-4" C.L. CAP C.MT) W17-" 1.RT. TAP
1- 4" C,.I. CAPCMT) W/Z" I. PT. TAP Lc7c @ PROP LII`IIE-_ I- Z" 8>LX0W- O'1=•F ASSY.
I- Z" 6L0\N -pFF ASSY. 1- 4" G•T..\GAP C.MT> W/ Z" I. PT. TA C ONE. 13LOC,K11\1 Ca
GpWC_ &LOGK1NJCa
�>d �,lrL !
' \ 1
�. Z �
SCALE : I" = SO'
m
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vu
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APPROVE49 fOr�
CONSTRUCT/any S JOB GGNO.
` TY ZIF 4ZJBURIV oA rE
80 D - 79Z 5H -I
SEC / 72 TNT 2/N 2 /' '!5 E 7 W l�"f
W
T
A
CEN ERAL NOTES =
I . - A. LL WORK �P M AT>✓ i2 14. LS ��1-F �.L--L-- N
H/ Cbh..IFOR.hr` -('O T}-Fi✓ �--TAi�1D15..RDS OF
9 T+-EE G[TY Orr AUBURN ANp DIVls10ti.1
� OF TF-kE "STAt�-4DARD SQ�GlF1GA�10hiS
C��L7 A A 111 I11Q1 1/1
80 D- /9Z SH-2
GX. "R•id. 25
LOC. AS SiA
sEC /77 TWP 2/N if SI.-, W M.
SE E SH
TO E5 SuP-
I pL1 =D gY DEYE1=
sari q
/ OPBR_ pp_ I®12 To
-Fe
°JO
UTl L-iTv ex NA
ON PE RNA IT.
DTI
FL. 363.0
Ike
So'
MIN,
�\ \
Mp,4- FL.
351.0
•
LOG. AS
!E>"OWM
��
E T q
p1-
1Z4' -S"
as N
QO
57
STA. 14 25 S' LT.
38
Mlh1. F-, , 350.5 MIr1• FL.•
M.H. a-IoA
SMiN.. 4 +-7 Z - I Z' L-T'.
' F_1oTE % G}{ A.N h l t✓ 8"
!aI U6 1-Hplu
LPLUC-=i STUB-)
32
cI
(@
3Z1ST PL.
400
_
U) w
w. N Ou
I}A. H . E> e�
STG. 3+ O - S` LT- - so
O
33 34 3 5
MIN•F�-� '�COC��S mI N- FL. 375.0
MIN. FL'. 383.0
\ /f-Aim- FL. 38Co.5
'-rSDaRRA
4%COPE-FCis
up
0�
N
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t
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C
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>>
In
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a
[as
PIPE DIA. x 7"WIDE ONE-PIECE SPOT WELD BOTH SIDES OF
LAP -TYPE COUPLING WITH BAR TO INSIDE CORRUGATIONS
GASKET /P„MIN OF METAL PIPE (TYPICAL
SMOOTH 518" BAR
---„ =� OVOT DfFORMCD)
45°
MAX.
SECTION PIPE DIA. TO MATCH
INTAKE PIPE END
NOTE
ALL METAL PARTS AND SURFACES
MUST BE CORROSION RESISTANT
MATERIAL OR GALVANIZED TRASH RACK DETAIL
NO SCALE
10' TRACT 8
5' MIN. VARIES
WALKWAY (FIELD LOC)
= T%?IVIND
H7
�X4"CEDAR SCREEDING
CINDER WALKWAY STAKED /N PLACE
WALKWAY DETAIL
NO SCALE
OFFSET FRAME I GRATE SO THAT
RL45TRICTOR /POLLUTION DEVICE
IS VISIBLE AT EDGE OFOPEN/NG
AND DIRECTLY OVER THE LADDER
TDP EL. 348.2
SEC / 7, TW/° 2/N 9 /P. 5Z. ' W A
30'
9" 6" I ,
5D'
W
CEMENT CONCRETE /" /" NATIVE --- ---- EXTRUDED CURB - PLANTER 5' VARIES
3
BOND WITH W
--- --- /'R �`I MATCH EXISTING PVMT. v
--- -- EPDXY CEMENT
EXISTIN6 PV/NT. c 3
WqL(D e b e• ✓ n• • e• e e �° e e a e e , o•. a• e o e e ®�•
,r ; 0 C' pop o e o U oe ° °�a • aci \��i 5"CEMENT L`7NCRErE WALK 2"MMPT DEPTH r CLASS "B"ASPHALT CONCRETE 2. D
PIPE DIA. x 7 WIDE ONE- /I/2 AT EDGE ° o c� a C, a ' cp a 'o o� o o �. /
P/fCE LAY -TYPE COUPLING 5 Cn" CEMENT CONCRETE VERTICAL I %"MIN C'OMPT. DEPTH CR. SURFACING , TOP COURSE
Wirt/
GASKET. SEE ROAD SECr/ON FOR PA VINO CURB AND GUTTER - _ I z : Q. a j• 5 "PEti1 N
PLAN--Z%'M/N COMPT DEPTH, CR. SURFACING, BASE COURSE CONGPET�
EX TRUDED CURB DETAIL GRAVEL BASE, CLASS "9'1 MAY BE REQUIRED PENDING SD/L CONDITIONS 2 L'0441DTXPTN L7L433 '9.4SPN,4CTIC edIV67.
NO SCALE _ TN TH �/P MIN L'QNIP _LTP1-P t�R sUrQF'QC/ y M102 URE CEMENT CONC. ROLLED
ROAD SECTION S E. 3O0 ST, AND /%6 AVESE L lP M/N. L'M,0T D,-PTH, 2R 9URFX- 11V ? 84gc C'DU,PSE CURB AND GUTTER
Iv0 SCALE 47A0dVE1 84SE 1211100 "B" A'fAV A?'L- D PE D/
C s0/L
- , Q!//,PE N NL'OND/T/QNs
/NV 420.B0 1 1 /NV 4/9.82 /NV 41$75
N�
Ex.�B8400 /NrERs ,i: ;� .:,:;;: r� :► -',,::.. ROAD SECTION S.E. 320T" PL. , S.E. 3P/ SrPL. , SE. MePL. 1' //5TH ,4VE. SE. O
INV. 41309 MP92/ 97 V - Of00 OO ' . / /VO SCALE
--7 \' (NJINV. 419.77IN h , 4f .00 /NrERJ� s.. i,
(E) /NV 4/9691N
y i 1 /2.20 our= DfOODD 4O .. .. • �' • .
01,00 �` INTERS. -�- Ex. lz•c r' ' �• ' _/'.. . "".
_= -_ -- -
t4 II I //! rN �/E. . f EX. PVMr. 8t01,00 00/NrERs. --
i e \ 3 q s 0°39`02"E
_ \
\ , ,r• \ --
CB #e5 - LOC- OVER EX. le"
P/PE AT CURB Al2 f
CB#& _�-
172'ZT. -Of40
CHAIN-too#CAPACITY
SLACK WHEN SATE /5 DOWN
WE D CHAIN r0 CB FRAME
05'_M/N.
STD GALV 08
LADDER STEPS
` OVERFLOW EL. 3465
GMT MODEL OR-15" RESTRICTOR.
2'MIN CASCADE CULV INC. OR EQUIV
15" INV 43 45--15°--
WATERTIGHT CL EANOUT 0 5'
GATE WITH BOA -i?,O' M/N
f
SLIDE.
WELD I? GA, BOTTOM 20' MIIV
PLATE W/TH 101A. 48 f ---2
-HOLE CUrIN PLATE NOTE: ALL METAL PARTS AND SURFACES MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR GALVANIZED. COMPLETE
CORROSION PROTECTION MUST BE ASSURED .
DETAIL C.B. NO./ (TYPE IT
OIL I WATER SEPARATOR AND RESTRICTED ORIFICE
NO SCALE
4
OL
DETAIL - BASKETBALL COURT FOR DETENT/0N POND
SCALE : I" = 50'
415
•
410
405
w
�1
ti
M
400
-
et-
0
395 -
(12
39
QQ
W
0
Z
385'
Dlj! tOC W.0 RAMP CO„VERY CURB• 1 ""' """' •• ••� /5' PVMT TRANSIT/ON
AS SHOWN GUTTER, _ y2 a� /j 7--
Irf..i (o"VERT CURB # /NL ET B A1 ND CURB WALK
Zoe. WO
SHOWN P CDC. WC. RAMP ZOO W.C. RAMP --�I2 -�� LOC. WC. RAMP GUTTER /Z2 RT.^ CURB -_ f�-�---- @ 3f85.Ta4
AS SHOWN AS SHOWN AS OWN --- - LOC. W.C. RAMP 380
�. «� LOC. W.C. RAMP
/NV 417" I+ ' 21 8 C. P. j / ' AS SHOWN - _ - G E N F RAL NOTES
` Of55.00P. C, 20 21 ' - - - - AS SHOWN _� -- • ---
/ INLET#l5 A L'B#15 %�8 - - \4I CB#8 - (o/
/ J 1. All work and materials shall be _
j /3.5'RT. ~0+92P8 f /35'LT~Of9c'08 //` i /7.2'RT-8444 �$ in accordance with King County
- 375
39 40---�_iT� --- Standards and specifications.
c5'RT. - If50 049P08�'PC. --- e
/
2. All locations of existing utili-
27 ties shown are approximate and it
INLET# /l -A • �; -' / -'42 �' 27� 8"CP. p�
1' S'LT - �50 I9 22 / _ CB#7 - INLET#7-,Q 6� shall be the responsibility of
. the contractor to verifythe
I •� �` � , ' ROLLED CG�PB � I ' /3.5 L r. -• 1f50 �� �
/ G//7TE,P % exact location to avoid damage
c
45 g= �� or disturbance.
I �� % /
\ --
' BOLL D CU,PB ' --- �____�- 3. All inlet and catch basin frame
It71.99PRO. 2;03.2 V GUTTE,p _ - and grates shall not be adjusted
1 �� C / a _-- ^ - 4 �. until immediately prior 1
I # - to final
yi % 3 3.. O �6 paving
/8 /35 RT. ~2f03.P0 CB#/4 J¢�530 CTR. i = 59 s
135'LT.-i2iO32,o 36 - ( ¢ _ 4. The temporary erosion/sedimenta-
F
- P7'-IP"CP 46 j 0'87.0/P.C. Lion control facility shall be
constructed prior to any grading
I ti 2T-8"C P - ___ •
# %NLET#6A or extensive land clearing .in
` INLET 20-A - - --
S = CB#c'p ' 41 LOC.ASSHOWN accordance with the approved
�o ' 100 W.C. RAMP erosion sedimentation control
W I2#B97Cn E4 �'' 2;57.4BPC. = lYAT/VE !9LANTER ' �.S' \' , /
%7. r -_ Q°t3. dt AS SHOWN plan. These facilities must be
_ Sg satisfactory maintained until
�,� t j 2f98.0O 0 nc the construction and landscaping
2fB97kPT E ~
A/RUDED C'(jRB L 0f0000 r.'.' is completed. and the potential
.�5 ,- ,- PER DETAIL -.._._ ..
-�3 /Z2'1T.~3f00 -- - - �€'LOWt for on -site erosion has passed.
CB#J2 All required storm water reten-
f INLET #12 A
6 - _
t ;�°i. CB#` �• lion/detention facilities must be
%�p - 13.5'RT.--3- +�0� �.' . • / 5`[T -3tSQ , , v --- �
2 I i v 25 - / / CB CO /35'RT.~3t/4 constructed and in operation prior 0
i #
p►2 57 to any paving unless otherwise
I I 34 LOC AS SHDINN - - - - LOC. WC RAMP ~
• 20 -- I 27 8"C.P AS --- approved by the Dept. of Public C7
-.- SHOWN Works
•
-- - - -
SAT GROWTH M " - -- -- I ;� •�. {: s 6. All drainage strut o Z
i ina e structures not on =
RDTECT/ON ESMT 48 I S0 --}- r``° public right-of-way shall have to
�• :' Q
j % + 4424.fo/P.T. 4-9I 27/-9,rCP i round, self-locking lids. o'
I } r 15 e�0 -- 33 - / CB#4 /NL T#7. / _. _- - --- - _ fj.5'Rl. ~4/ '� E - 4-A 5� z... All sewer pipe to storm p p be
helical alum corrugated
P
-- �/ t TRACT A l02 14 aluminum
t j metal pipe ( in R,/W, 16 GA `J U
OPEN SPACE DRAINAGE � _ -� 4 � in easements). �- tBedding' to be
I 4t5E0BP.C. _ _ CB#I7-TYPEII(48"I TRACT B i , AND UTIL/TYEASEMENT / -°'�I -- Class "C" . °�'
L LK'. AS SHOWN
8�• lWALKWAY.DRAINAGE 5/ 1 Alternate: Storm sewer pipe to(�14 ��AND UTILITY ESMT.1 Sf40�+4 CTR. Z
3L�BUILDING SETBACK LINE EXTRUDED CURB ::T be ASTM-Cl4-X Class II,
non-
EXTRUDED � URB PER DE IL reinforced bell & spigot (with O
JO BUILD/NG 55 BUILDING bell removed from inside o �.••-r
t SETBRCK C/NE PER DETAIL / �1 �� NATIVE PLANTS K L /Nf e f
EXTRUDED CURB I','► -� 75 -/2"C.M.f' " / 20 / 3 1 _ catch basin & inlets) unless U
_ __ _ _ _ 144 /2 CM.P.. h�
ti 10 DRAINAGE
PfR DETAIL - _ _ _ _ _ _ _ _\�-_ - �f%Ni BUILDING _ - / I EASEMENT otherwise specified. Bedding to G-"7
NATIVE , • N - - 344./7 s44.7/ (rr'* SETBACK i Class C „ Q 0
PLANTER 1- NATIVE ' be C1a p
- _ - - -- -- -•� PLANTER�gqtE LINE _ Z
9 /' of - _ ., - t I �D6% 1 52 PLUG PIPE AT Q
covsrRacr(r) 6p /�C 8 . All disturbed surfaces of the Q
Sf4/. lICTR. AT BOUNDARY O Y
-----
5 CINDER WALKWAY 5 'DRA/NAX EASEMENT
• I �"'i"%%?t (SEE DETAIL ►�', \ yi' ; � END WALK'a✓E49tE `�' CB#2h �p h „ detention pond must be hydro-
. DETENT/oA! enc� RRD S - l 5j /P C up seeded.
- CB# // / _ / @LOT LINE LOC AS SHOWN I
CB * I� \ L oc. As SHOWN 31 POND � � �[x
LOC. AS SHOWN �. / TRASH RACK MAX. WATER . IO Sf04.1.7 CT/l
@zOr LINE -
r 5 PER DETAIL IRFACE CB#27 CONSTRG`CT `3 q� 49JVEABL� ;CaO o'V BOLLAPDS
/,� P8 / % `� �/ -`� E[ . 34Ia 5, e oa#3 54 i Y
/ j f 10 80DIAV, CDC. AS SHOWN AT 6 C1,V72W,S_ BOLLARD TD BE Ail/N. of
/0 - �Q ' \ SETBACK L/N 54' ��� `Z`� ' CllR8 P.C. / / �'
CB #/9 C.B#:'8 7B' -- -- �' �- - 8" x 8„ ld�a00 POST �,3 " M/iV. TO 5/,'OL!/ ABOfE
LOC AS SHOWN CURB PC - 1021200.MP. 15 WIDE ACCESS ROA
- ,CB#f0 FILL - P/• - FILL WITH &IwNIN. DEPTH vrQOUrIID. - 2 BELOW G,PO/%ND.)
l0'DRAIN4GE fSMT L---- ----- t 1%MIN. INV343s� 3var/ -20'L '�n � ° CYAS3'1t8'C�RAV
LOC. AS SHOWN, \ / �- Max.. ; DAYLIGHT '
�OTBUrLD/NG I, _ Min! I SURfi4C •
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