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N pp� KCDNR /METRO SS NOTES _ ouz,.w �'W Z030. 4x4 GONG MON. 0 y 1. Mr. Eric Davison, King County Woatewater Treatment DWielon, (phone NAIL W/PUNCH. ON 0.4 ?1 CCASE `CITY OF RENTON
684 -1707) shall be no at least two ye prior to construction 5-1 -4001 MON. d60
u 0 in the vicinity of King County's Eastelde intercaptar, Section 1. I► 1
N - 53811.88
2 During construction, no debris shall be allow to enter King ' E - 395635.05
Countys Eostalde Interceptor. Section 1.
CITY OF RENTON
3. Piano for dewatering adjacent to King County facilities shall be i 0 W ' MON. /754
CALL 4-8 HOURS submitted to Mr. Eric Davison (phone 684 -1707) far King County ' x N - 53620.65
LLI Q reMee and appro l at least five days prior to construction. err E - 395018.10
� > , BEFORE YOU DIG 4. King County does not guarantee the location, diameter or pipe Invert 30' 30 ELEV -2231
0 z I 1- 800 - 424 -5555 elevation; t erefore, field verification is reaammended prior to STA. 114+90.00 8Y CITY of RENTON SSMH —
R (n I RT -29' 2' IRRIGATION METER BY CITY RIM =18 -51 I E =6.62 FIELD VERIFY
&' I.E. 17_" CONC =7.31 DEPTH AND LOCATION
� Q ty STA.14+8200
O } o L -1d WET TAP BY CITY OF RENTON
E-- F— RT -29' 2' DOMESTIC METER BY QTY o _ FH
11J w i
J ' IRRIGATION BAan@W ,5! q a
LJ a I' ALL TRENCHING SHALL BE PER THE CURRENT PERMANFN� T PREyF7tA0N bEVICE NMH
W RENTON TRENCH AND RESTORATION DETAIL E&W10.11TY TY OF Bq CONTRACTOR \
O Z _ •► 'RENTON =_ i �MH(METR,G)
T RIM -18.40 /
0- O GRAPHIC SCALE FOR ROCKERY CONSTRUCTION �' S y :w 1 oa — -COCKED -D
0 15 30 60 'th DOMESTIC BACKFLOW—
�' SEE DETAIL 8. SHEET 8 I 5w 1 O PREVENTION MVICE
1 INCH =30 Ff. /- a BY CONTRACTOR q/" / _ -.y. .'•:. �y \f ,
—
STA:11 +56.89 PERMANENT PAVEMENT i D r� _ °� _ - _ ,- " CON CT NEWS S@NER (MIN. 2% )
� Z ror� L -10' WET TAP BY CITY OF RENTON PATCH BY CITY OF 1 �- '__ tom+ , r - - f INTO ST. Ct TRENTON SS 1i
W O W I RT -29' 2' DOMESTIC METER BY CITY RENTON - (FIELD I�ERIF','i TION)
WITH Tj CONNECTI (TYP.)
STA:11 +29.28 R -9.66' �E,1s' 6Ga T2-;,t� AH I S j PARCEL
CONNECT NEW SIDE SEWER MIN. 2R P',la= ' GO *1G° vw H n'2' :
SLOPE INTO EXIST. CITY OF RENTON SS /
(FIELD VERIFY LOCATION)
— S I I I I 1 — 5 -7F 0t STUB T PAD PA L X IST. FILTER FENCE 48 "e TYPE II CB WITH
L, 2Fp
g9 s
C
PERMANENT PAVEMENT
PATCH (SEE DETAIL 7, OIL/WATER SEPERATOR
SHEET 6) / cw _ / �,r5 ... ,S S -47 / _- _ 1 HCQ' (� *11 RIM =20.35
o I- E -8.82 rr :" - S
1
� C)
°
5 _ / - \ O MODULAR OFFICE BUILDING
S �� S S 5 m I $ f FINISHED FLOOR ELEV =21.00 20.85
SC Z S S 5
v RIM =15,41 \ 6' PVC SS / \ S` v S S If.
I. E- 8' i;ONC =8.76 \ pN�� f / S iG 5 • \ \ 10'x20'x4" CONCRETE SMASH PAD
a m E 00 \ ( / , 5 $ S S S r 5 . �+rrGr ' I w \ \ - e _ -
\E �\ .x. .n' RIM 1p gVILDLNG - 11 S. S N 5 S 5 lLy Gt�P-- ,�,�'(�SC I'- .I x�' '\ \\ �_.� "d d " WITH CONCRETE GUTTER ON NORTH
mN i "J%'? IE -1 uLAR pFFItCE�LEV =21 p0 / S S all¢ I iv a
5 AND WEST SID (SEE DETAIL BELOW)
c i FLOOR S 5
S i'rI N � \\ \ � .e °� E SE OW
a u \ FIN \SHED \ \ S In w T
S
NO FD 6 5 S 1 fl r ,.-\ _"�
\ s CAR WASH PAD
s s s s s s s GAP 1\ 1 zl i a l \20 �"� i SCALE 1' -10'
s
s s _ s s S s —
Q' 17�` �al d•_\ G g S S _ 5 s .�- -� C C
S S s S S' S �..�.\ _ --- -- C'•. C _L1 -!ERR — 1 - ±I�,H' DRAINAGE FROM CAR
\ --
WASH PAD S S s S S s WMH C c C C 67`d� ` o WMH SW DIRECTED TO
E
S s
\ S\ S r-- G N� ll
s _ e 1 G c c / ask off POM 9C� 'i w o IF
\ \ \ l S S S S 4:1 C C C �1tt�'i- '+ Wv
WMH
C ® CONCRETE SwA w/
5 f C a92 `_� �..�. FIBER MESH REINFORCING
— \ _ _ — _. = —$ — %i CONNECT SWALE
r1 19
O \ -..�'" C TO 48'/ TYPE 11 CS
IIy J EXIST. EDGE OF
PAVEMENT
'D Pp = I i m6� 1 _ST-i.I' BOX
� ll.
t / 1/2' MIN
s \ 1 1 C- a' MAX DEP'R:
BROUGHT UP TO FINISHED GRADE s r•.. y'�- _ r. . -
�-- /' CONTRACTOR TO WORDMATE WlT
E� 4�\ j\ _� i- i i J v'y PUGET SOUND ENERGY.' °' c- . a _ _R� • '
ci J ti T IT
BOX
ILA ®�
\EXIST FIR(`' /,=-
\ .
ESwv
:,�, NOTE-
SEE •r'Ceen ®�s /y
o � / a� � � � fF
SHEET 8 FOR SANITARY SEWER
wMH
WATER NOTES AND DETAILS
K
EIWMN 6 CONCRETE SALE
m �/� i'
/ S Nrs - CAR WASH PAD
' PERIMETER NORTH : EAST
_ / ro- 27 -Zolol
�yLEE
OF WASy/ c'A
v
e
is
33,
W O`YYONAL>%NG
� �O 'QFClST6i,�
O �
EXPIRES 05- 07
Z PIERRE ® POWELL /THOMAS SITE
CONSTRUCTION PERMIT APPROVAL
R p ors
8 Y American En ineers Planners Surveyors
Engineering 4032 148th Ave. N.E. WATER & SANITARY SEWER PLAN
U
Corporation Redmond, WA 96052 SHEET 7 of S
OZ PHONE (425) 881 -7430 Fax (425) 881 -7731 PERMIT SET SCANNED JUL 2 7 2001 B 1-101110 1161,
CD; IV ,j /%m/ � 5.2 C7/rIOI
ROL;& 17 3 4 6 5
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®° O I a) -75 0 GRAS SALE 60
W i 1 INCH =30 Ff. `
(D
U) U C) STA 11+56.89
LLI Z L-16 WET TAP BY CITY OF RENTON
6L O a RT -29' (' DOMESTIC METER BY CITY
STA:11+29.28 R -9.66'
0' i CONNECT NEW SIDE SEWER MIN. DI
SLOPE ONTO EXST. CITY OF RENTON SS + +
i (FIELD VERIFY LOCATION)
+ +
- I L, PERMANENT PAVEMENT
PATCH (SEE DETAIL 7,
mo
11
I
N66'4K3r tW w-
KCDNR /METRO SS NOTES �—%�
FNO 1. Mr. Erb DaNaon. Kin County Wastewater Treatment Division, NAL Yf1 CONC • IN C I QTY OF RENTON
9 Y (phone /PUNCH. ON 0.45' N CASE
664-1707) shill be notified at least two dap prior to construction 5-•1 -2001 MON. /6o
in the vicinity of King County's East" Interceptor, Section 1. ���tM N 53611.66
2 Durinq oonetrueHan, no debris shall be allow to enter King �V (� i E 395635.05
Count)rs Eastside Interceptor, Section 1. CITY OF REM70N
3. Pions for dewcterinq adJocent to King County facnitles shill be i 0 w i MON. FM
CALL 48 HOURS submitted to Mr. Eric Davison (phone 684 -1707) far King County i F �� I N : 5352D.65
E 395016.10
review and approval of least flue dap pHar to construction. EN.EV � 2231
BEFORE YOU DIG 4. King County dose not guarantee the location, diameter or pipe Invert
1- 800 - 424 –.5555 cconsstruuctiatLhereforq field verification I. recommended prior to � 0' � TAP BY CITY of RENTON SSMH
RT -29' 2" IRRIGA71ON METER BY CITY RIM=
STA.-14F6200 IF. I'" CnN— i"
L -10' WET TAP BY CITY OF RENTON + +
RT -29' I- DOMESTIC METER BY CITY +
i a
_ FH %.
NOTE ++ __ \ \�_t
ALL TRENCHING SHALL BE PER THE CURRENT PERMAN T •'t) INGATION TE1 VICE ~
RENTON TRENCH AND RESTORATION DETAIL P 'tSTY OF tiYCOMTRACTOR \ +s 7
+ TON `w = �MH(METP.0)/ nr^
+ P-IM =18.40
FOR ROCKERY CONSIRUC71ON + + �1. F`�' ao - 'TOL'!(ED t1 .. -'PtT -
SEE DETAILS, SHEETS O 11 DOMESTIC BA -
+ PREVENTION CE
BY CONTRACTOR
PERMANENT PAVEMENT +' Q �j4 +'� A'n :s - .
+ _ _ ��Ei SsWEx ,
PATCH B CITY OF + c� e+l + . _ /' _ f' INTO �I SS
6ggi911i —_
+Ea45 i6 79 6 p9 e+i .n.2p22;3&,0 - PAR
s
1 ��
- SS g�y2 5 I CEL 6 k I
5r'66'� NG m
Y ie H {Mc_TRO� � �'• —EXI_� ENO_ — — — ..- .:.. ' '• • MA1 � • MO90�RFl_�t �1 =2j 10 � I � I
RM PA Il 4 I
y1.i � .��➢ '� -- _- _�...:�i.'� '- O; Pp EI FlN74TED i _ f _EATER FENCE
S s
—S .w _ ^_ ^ �; ... , 1 s
_ — s 5 1
S 5 i _ 61
q 1 _
s s 5 5 I sc
a
LE- 8
'..E. 8" CONC =8.16
111 MP, elf (F.'
it_ae� "g'- II SBNILOING / 5 S
gi.l �\ r �%^� 1c='•• p FI V_Z100
_
I�i IRIS `� \\ /nu'm • W r' `ice �� -
•°� _o m '1 -• I \ Fl HED FEOOR \ \ 5 S 5 5 5 5 5 5 _ 5 5 5 5 / - lo-x <
NO FD TAP n S 5 5 s \ \\ t ,IV i ^I9`
s — s \20
J6 r_ / \ 5 s I s 5 5 s 5 s s s1 Az cep 1 \ \\ ZIP
a \ s 5 3 5 s 5
g' 17- 5 S 5 5 S, S S �- C
\ 5 s s S s s s r �r - - -- c c ca25����� y �^' '
-- s 5 f 1 c c c c— ;�N —ask oH� � a —, ,Hr�
JOe C C C C jGI.;LR° � � ��� !• �;� x; fl? � °wra4
MP -y�� C Y - \EXIST. EDGE OF
PAVEMENT
�Pa m o i
d s 1 1 1 oa �svL I'll �
\ 6x6 TO I " 68 ST LT.B- �i✓� R, I i YfJ
\ 1 {
,\ �- -- /
\ PO R' \ - ' - -,-r /+ I BROUGHT UP TO FINISHED GRADE o'
i �;i� �'� CONTRACTOR TO COORDINATE IM
EXIS- PUGET SOUND ENERGY.
ti ti ST LT Bb.. 71"�L
8�1� - - -i.
Cti 0v a \ , �..:. a T BOX
Fil-
4 / \) \`,.Fx -! S
2U
�����
d 4\XIDRAN RE � t.'-" J/ ILL anrc �D vi /
a \� ®vni
a o wMH \ �'N� � � + + NOTE:
{ / S SEE SHEET 8 FOR SANITARY SEWER
a � / WATER NOTES AND DETAILS
o � i
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W
American Engineers • Planners • Surveyors
Engineering 4032 148th Ave. N.E.
Corporation Redmond, WA 98052
PHONE (425) 881 -7430 Fox (425)MI-7731
IL =6.62 FIELD VERIFY
DEPTH AND LOCATION
� A
t
STUB TO BUILDING P
R - - -
48's
-
OIL/WATER SEPERATOR
_ -Qw e
-
a
aRRRR -_
MODULAR OFFICE BUILDING
a
FINISHED FLOOR ELEV =21.00
ea, [- Yx20'.e CONCRETE WASH PAD
WITH CONCRETE CUTTER ON NORTH
AND WEST SIDE (SEE DETAIL BELOW)
CAR WASH PAD
SCALE 1'-IW
DRAINAGE FROM CAR
WASH PAD DIRECTED TO
CONCRETE SCALE -
CONCRETE SCALE W/
FBERMISH RmNFORCNG
CONNECT SWALE
TO 16.0 TYPE 0 CB MIN
T 1/2: MAX DEPTH! -
-
9194041? CONCRETE PADALE
Sc�..s�� /tom PERIMETER NORTH R EAST
o- P—Zaoi
LEE
t4 °F W c�
v
p33190
�IONALFS1Gx
r�(PIRES ti? -07��j
PIERRE ® POWELL /THOMAS SITE
CONSTRUCTION PERMIT APPROVAL
�.--�-�-�� WATER & SANITARY SEWER PLAN
J j = A5 ekf) L-r SHEET % of $
PERMIT SET IBI-101 11011161--
SCANNED SEP 13 2002 4 P: W " -; al:o2 jISCANNEO ,inn 2 7 2001 Cn ; w_ i90 / S a 4i�oi- �naf�r• �y,
ROLL 176 FRI 287