HomeMy WebLinkAboutTED4001783.3SEC. :3 TWN. 23 Ill., R. 5 E.
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S 88' 02' 27" E 254.21' A
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�., CHECKED FOR COMPLIANCE
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�:;. ,``, , `' 4/2 TO CITY STANDARDS
6- DRAINAGE G 8D L� °��Y '4 kl Qr, r -
W/ RIP -RAP S i .vim /s " / ..% ? % Date 26 - ,;
DETAIL THISS�T. �. �� A I 4/I ��
BIOFILTRATION DITCH I _,_Date iz'`ii
S = 2.59%
SEE DETAIL SHT C 3
-- EX. 5' W4TER EASEMENT `y
Ri W EASEMENT-
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RAF RIP RAP I EX. G" f.1. WATER - \�\ ✓ - ^ ii
W/ 2" - 8" QUAR _LS I
I.E = .41
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I J
-- --� A
/3 ROOF DRA I
+ \' ,� DAT1M: K.C.A.S.
BENCHMARK-5/0 ELEV. = 397.52' C,--I/SELED SQUARE AT FACE
"PERF: �.1, 44' tit �- N - --'- --r CONC. A WALK BY CATCH BASIN, P.T. CURB RETURN
R KER) z lN, TIGH LINE TO 6" 112' T. ti.0.
P� fT A/N sys EM W N.E. COR. IN N.E. SUNSET BL VD. & ANACORTES A VE. N.E.
SEE PHASE l l PLAN
\ SHT. C / I
\ \ I I I NOTE
CITY INSPECTOR WILL MARK EXISTING UNACCEPT-
�' 12 UNIT APARTMENT Q I I ABLE CURB, GUTTER & SIDEWALK ON ANACORTES AVE.
ap FAMILY BUILDING D o, r EEC SS MH THAT MUST BE REMOVED & REPLACED TO CITY OF
v I /.0% l�, ti RRIM EL = 410.50
M 10 *2 `'� I C) I l4DJUST RIM EL. RENTON STD'S.
E - O TO 412.50
z I.E. 404,81 NOTE
EEX. F G
+INSTALL CLEANOUTS AT ALL ROOF DRAIN ANGLE POINTS.
C I STA 5.+ I0 . 35 LT.
q CB # I TYPE I TIGHTLINE ALL BUILDING & ROCKERY DRAINS
Q RE E408.47 27 OUT TO G" PVC DRAIN SYSTEM.
w ROOF DRA I N-LL
R% R 33.00''
Y a •`b j; 9- 84.G 1 RECOMMENDED
.
REMOVE EXISTING D/W APPROACH FOR APPROVAL
STA +28. O
�& CONSTRUCT NEW DRIVEWAY, CURB & GUTTER
1 OUND MO,�I. TO CITY OF RENTON STDS.
1 N CASE BY " 94
TIGH Ll E BUILDING DRAINS
CB + 7 YPE / TO 6 ' P C DRA lj ' .;a YSTEM
'X0
TY /C L .i STA +10.67 23LF 12" 0 CMP
RIM EL. 412.65' -949 9 E S - 1.00/
o, s�� 3.8 0 158.
Pi RECOMMENDED
ISLE 6"0 D.I. NEW NEW s - � •� • SMH 1
cEMENr LINED MW s5i�=�a�y _00 SEE PHASE I1 PLAN SHT C /I FOR APPROVAL
S = •,f3x F_--
I !
STA 4+88, 35 LT. ,
Sri6= 4og.3s 2 / 7LF . I. A I N 1, - - -j% CB # 3 T YPE l BY
ST. G. 0. ! /�= /23a` _ /.03 W/ SOLID LID /'4*rx6p dt
RIM EL. = 4I1.79'
z RO F DRAIN :_ Q'z,� w.Z ' I.E. = 408.24' - 12" 1N
` I.E. = 408.24' - OUT
6� to` /WA.Al�i
� S C.O.-
RCCKERY DRAIN
O op, 36LF I2" 0 CMP
�- c8#8 TYP I
RIM EL. = 15.47'
I.E. = 410. 7'
G" PERF. ADS
ROCKERY DRAIN TIGHTLINE
PVC 111 N SYSTEM
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FERGUSON & SONS INC 91704
T is O
! EX ST MH
Rl14 EL = 410.00 STA 4+ 46 35 LT.
n` IE EL = 404.40 CB # 4 TYPE l000 RECOMMENDED
�� I °8 + W/ SOLID LID
FOR APPROVAL
4 `� ° II I A A+A 6 RIM EL. = 410.47` c�
10 a a�2 ; : I.E. = 407.87' - 12" OUT BY lb' Il9/QI
g' S 8949' 9" W w LE. = 407.87'- IN
- -- - .
- 158. 5'7d/tM wf4TEIe UTW T�
TU 6" F-cv 110 A1. a -
- - --- -
Q IL 17'_F 12-0 CMP S = /.0%
o \ I SLF I36" P - cgi
o - .5% -
- Iu STA 4+32 34' LT.
II ,a - - 3 54"0 CB # 5 TYPE ll " AS -BUILT PLANS WERE PREPARED BY
RIM EL. = LID 4i171' TOUMA ENGINEERS FROM A FIELD SURVEY.
EX. Sl EWA�K I.E = 402.8 /' - 36"
N I.E. = 407.70'- 12"
I
20' 24 N I Z tA
67.5LF 72"0 CMP
ROOF RAIN ` I v, I S = 0.5 % w
_I cc STA 3+57, 33' LT.
ro 54-0 CB # 6 TYPE lI
o ? / CONTROL STRUCTURE ^�
RIM EL. = 411.28
w I.E. = 402.40 - 36" & 12"
�_ d a V 1.E. = 407.78 12" SW.
� tl J' 09 OVERFLOW EL. = 408.78 / ORIFICE 0 = 2.16"
12 UNI APARTMEN =
ADUL BUILDING N " STA 3+,55 28' LT. �4
STA 3+45� 50, 17P LT. OIL/ WATER SEPARATOR ®, ;^ :: f CITY OF R E N T O N
/f _ �/O • od k 450 GAL. . ; A � � •
RIM7EL 3.65 II w a •
I E EL = I1. 65 STA 3+50 5' LT. a ; DEPARTMENT O F PUBLIC WORKS
�h 2L 36" 0 CMP 0
_ \ 48" MH rr I TYPE 11 :•• ,p 0���� 11 °' !OL F I2 CM RIM EL. = 408. 70 �� •••• �� e i ;a ��s ��� S UI SSE T FA RK AFT' S
-- o. I.E.=401,37' - l2" a®s YAt 0
02• BUILD 0/ER EXISTING ww.« '� � ' CNN PHASE
II SEE PHASE ll PLAN 12" CMP PIPE
Fen tt l LF - l2"P1 c s= 17.67.E A sH C lI CONTRACTOk TO STORM UT I L I T / ES $ GRADING PLAN
( lE E�409.0o B/OFn_TRATI �%` S= ° EX. PIPE ELFV ( I �) � � � "� p� l�5/e-r DESIGNED M. T. ✓ANUARY 199/ 647-001-901
-• 1 DATE FILE NO.
TOUMA ENGINEERS
.. d RIP I ? rc ^ //7�7� DRAWN DT u i
q -1 1 " " IZ A TRASH RBCK-- ` - I EX. SSMH - - SCALE 1 - 20 FIELD BOOK PAGE_
Al " RIM EL. = 407.92 MT
.,. ._ �,�...,.R..t•e:! i _ 0 - ,�I�2,.' CMP _ _ - REVISED DRAINAGE PER CITY nF REIJTON CHECKED
201 Southwest 41st Street •Renton. Washington 9805` 3 REMARKS D.O. M.? l / 9 / 91
.. S = 3.431 � I I.E. = 400.45 9
S i 21" RIP RAP 24G.2G �o I.E. = 40t3.ob 5LF 1,930 C F ;^ 7.5 " C3 ¢�.
o (206)251-9000 NO. REVISION $Y- APPR. DATE APPROVED SHEET OF_Lil
DIRECTOR OF PUBLIC WORKS
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