HomeMy WebLinkAboutSWP2701696.1=1LL 37W/v
SIDEWALIL S
/VEIN R/ W
L 11VE T/a/S
AREA ----
0
q �k I
�, •, OVERFLOW EL . 390-12
II 'C.8• 3_ (TYPE I) _ - � ` -_ REPLACEMENT PATEN. REPLACE
y /NIT14 L/,CIE K/ND TH1616NE55
�'..& 7 - RT STA. qt 54± 5EE 1V07, 5 SELOW-
- EX.1SAK. SEWER G/FT. STAT/ON
IVE. .5 M ST 40' L
riEX./Nce-___-__-'__----_"_- _--------1-�_ 0.51 1/AR/E5N 3'M/N / p.S' ,-- .SA CUT VE2TlCALL}/ ALONG
ex. /z"s.o. Gurf3 CLEAN STRAIGHT U/VE
S
Io 1 ssn�•v. _ rEX. 43"rZ7"C.M.P PIPE ARCH I ��8"0 WA7EQ _--_- --- EX. $TRF_ET SECT/O� Ex. S.Q M.H. o
I X✓M1�fr. /2"0 C.M.P.O p.rj% -- CC /JQA/NACaE2 SWALO.
E PX.C. EX.S.S.M.N• -- -�-8n0 SAN. SEWRe // S CL'IIj"A. C.
--- - _ _- -- - - - -----__-- - ZTE5,06
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I"�' --= � - - --
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t 250 5U X3 C. /PE AEC / - --htt�.., 5/8" M/N.
;..
' � � - COMPACTED
' ° I A EVEL ss: -39Z el CRU15YED ROCK
COMP.4CTE0 TO 95%
III - 1 R
CFHU.
LL D EPTN O/-
346
3 A_/N5RT 5AOi'- 4 C TYPE )'TJ 2 C.3.
325'KT. STA 3f03•$ 55' Z' RT 57A . 3;59
�o@
' I CONC. RF-TAiNIN6 W4LL (SEE AECN, PLAITS)
MIN, FF ,393.>` T
3 U, ,
II ► -
i PLASTIG S.D. FOR S-
�, DOWNSPOUTS (scH, 4-0PAVEMENT REMOVAL 0 FrESTORATION` DEM1. NT
o OR EQUAL) rYP1c:AL NOTE. EXIST/NG ROAMAy SUKFACE 1-5 4SP9,44TIC CONCRETE. PATCH TO BE
20 / VAS 0.5 /o WF-/ERE 5HOK/N) SAME TYPE TN/CKNE55 AS EX1ST/NG ROADWAY 6 UeFACE. ADD 0, 5 /
II I I -I j RA/VAGE �-- (MIN.) I M/N. CL. 1'8 4.C. BELOW BOTTOM OF 1e0A0lNAy SU,PFACE SEAL AU
L- JO/NTS Nl MC - 250 .
�/VO AK/G fEiTi�i EA TO 8E STRPED
FOR
i
A5 REO'D eY CITY 3F RENTDN OVERLAY EX157/NG PAVT IVE. STN ST.
` I ICIRE DER'[ STOS. O'TWN ��1NTEQSECTION AND 10',EAST OF MO.5T EA5rEeLy 5T eE7' CUT
40' 24` yo WITH ( OF CLAS5 '1G" ASPLIALTIC CONCRETE :OMPT)
�I J J = 9FC
0± \ TEMP. TEC FENCE -01Z
�I N Itu E _ EQOS/ON COMTCOL.(TyP 1 1' __ _ _-
II 1, PLUG END, W/ X C. B_ �/0 ,QEq,Jq/Nl AS SHOWN) I I s 42` M/N. HT. SCREENING FENCE
III I vI �- - ALONG E- � . 5EE ARCH. PLANS
.kuw W W( i .i WATE/Z-T/0/1TCAP RIM- 989.08 ! o�
FD,Q DETAIL 5.
4 E.66"o) .= 3S7.4& /
\
NEXTRUDED CEM•CONC CURD
�'• I 4 � /DUN F.F = r SLOPE SEE A,441 ?RIw'V5 ON LC'7 -- C AILY
Wi I h i i �j 394.3 t �_ CM/N•) _ SLOPE. l: / MA)(.
i
�. I i, �I - _ vAaIF� A o•s°i 5ELEC7 R:a [Vy BORROW
W ' i i �- a�.► 3QA'2� 4 "COMP 7DEPTf/ Cf. SURF. TOP
� I•� � l� I/ C25E C 8) \
III I x i.. r s J, _ L -- Z" COMP DEPTH Cl- 'B A.C. J CEM. CONC. RETAIN/NG WALL ALONG E.
SEE ARCH. OW G5 FOR COA15T241CT/ON DETAILS
III
i
I
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r
I • 'I
1
I
3
FA
5=2%
TYP 5ECTiON, DRWY LOT � T5.
84'MMAX. t l'_M1N.
SET -BACK
LOCATION OF 7-141.5
POINT TO BE LOC-47FO
I IN F/ELD
�I•- NEW 5'D ME TO BE I
EX. if \ CON5T2UCTE0 i I; I (A4AK) ,
GU7TEe- \ 50"x 3/ "C.MB '
1 PIPf ARCH
CTyP)
TYP. SECTIONti ,DRAINAGE SWALE :1r.>.
NOTE. 0RA/NA6E SWALE TO BE CO1V,5TRUC7_,-0 /N F20/VT YAZD,S A5 51-10WAI
AID TO DRAIN INTO C-B. S. DR`W'yS TO M CONT2CJC7F_D TD 4C60MODA7E
L?E41NAGE SWALE. KOCFZ FTG DRAINS TC GE CON/YECTEO TO DETENTION FACILITY.
LC1.5 TC BE GRADED TO SL0PE AND "A IN TCWA2D / F.. 5rN`ST.
7' 5
I
v
Li
ti
V I V •
m 1
TOP. OF Ex. C4193 (T
394 SOUTH /Y.E. 5 r" 5T.
ITYP.J .> O•Sd% ---- ----- S` 0.
3' 245TUB S LOT FILL CAF_
e EA'•6kT LINE - 5Tu8
32 /Z "00 C.M. P. �.. _
390_-
A 250"-5011X311'P/ ,42CH (1464.) u LEVEL
EX. /211,5.011
.
C8 43 (TYPE 0I
R11V = � o� 92 die - 393.09
/ E. (e 0) = 390.85
-I-E.w
U
EX• RE5TRe1CT0R
R/M = 394.10
I. E. (B" O)- 390.1 (5)
I.F. 990•57 (N)
I.E 389.1
If, (43"X 27 " PIPE ARCH) = 389.1
TOP OVERFLOW = 392,10
ORIFICE = EL 381 • I
/, Y = 211
CB#/ (TYPEI(-54114)
RIM=-393.5t 393,38 0
/E (12vo)= _89•Z6 3R9.23(SOUTH) 389.10( NORTH)
" PIPE AECN) = 3$q-zE6 389.18
/.E.IG`4)r 389.76
PROFILE
SHOWN ALONG a .5702M DRAINAGE PIPE.
STATIONS REFE2 TO Z 57A71ONWG OF N.E. 57057.
SCALE: 1-l0R/2. 1 "= 40'
VE2T /11Z 4'
5•-',57EEL POST
6Y6 2 " 50. WV VEN WIRE -- -
F/LTEK FABR/c -
394
2"1/ENr PIPE
G. M_ I.
390
C.8't4 (TYPE I) _
RIM = 39040 392.14
1,6.(8"0)= -990.93- 39 0.44
- 386
C8N2 (TYPE II- 54"40)
IP/M= 399 8-t 392.92
I. E. (50 "x 3/ " PIPE ARCH) = 389.06
IS, (8110) = 390• "1a
�XI
I/- SWALE BEYOND. TO -�
DleCCT RUNOFF TO FENCE. >/
(F/ELD LOCATE)
I I
jI
l
I�
II
4 3WAL E �, E S A4'T
- I FI PE 7 5 . L /NE
k-
I
5= 0.5% M/N.
S'LONC 5TE,-L POSTS @ f- c-C MAX
W/ 2" ,50. WOVEN WAY MESH.
FASTEN <5ECU2ELY TO UPSTREAM
FACE OF POST. FASTEN F/LTE,e FAB21C
TO W40E 5ECU.eF4Y. .SEF PLAN FOR
L 0CA T10/Y.
F& TER FENI"O E mrs.
1. Use filter fence as temporary erosion control measure. Locate
filter fence along property lines as shown or needed. Use temporary
V-di.tches/swales to direct storm runoff through filter prior to exiting
site.
2. Exact locations and configurations of temporary erosion control
facilities shall be detrmined by Owner/Contractor and City of Renton
representatives in the field prior to construction. Fences will be
adjusted to fit existing topo. and ends of filter fence will be
wrapped uphill. to prevent runoff from running around the ends.
3. Temporary erosion control measures will be installed prior to any
other construction taking place and maintained in a satisfactory
condition until such time as the permanent drainage facilities are
completed and operational. The erosion control measures depicted are
min. requirements and as construction progresses and/or seasonal
conditions dictate, additional siltation control facilities may be
required to insure complete siltation control on the proposed
John
R.
Newell
Inc.
P.S.
231 Williams Avenue
South,
Renton, Washington
98055
Phone 255-2190
h Mar K : Cl-%15ELE 50UAILE EA) T ENO OF 643 PUMP 15LAND OF ; TANDA2D OX ST4710N, IV W.
(CIL1vE2 4T# AYE. N. ,,*- UNION AVE N, E. EL. 401.08 .
2. _,Ie & materials s oe �, accordance with 1981 APWA Std's &
Specs and City of Renton regulations and requirements and subject to
approval and inspection by the City of Renton.
3. Locations of existing utilities are approximate. It shall be the
responsibility of the contractor to verify the exact locations so as to
avoid damage.
4. The contractor shall notify each utility and coordinate his work
schedule with the construction of power, telephone, gas and cable T.V.
facilities.
5. All storm sewer pipe shall be C.M.P. (Aluminum) 16 gage or as
noted on plans. Gaskets are required for all storm sewer pipe.
6. All pipe bedding shall be Type 2/Std Plan No. 62. All pipe/trench
backfill shall be compacted to a minimum of 95% of max. relative
density as measured by sand -cone method ASTM D 1556.
7. All curb inlets shall conform to APWA Std's and Spec's Dwg No. 39.
All Type 1 C.B. shall conform to APWA Std's and Specs Dwg No. 52.
All Type II C.B. (48" and 54" die.) shall conform to APWA Std'S and
Specs Dwg. No. 55.
8. Catch Basin/Inlets frames and grates shall be adjusted to finish
grade just prior to pouring curb and gutter and paving. Frames and
grates shall conform to Std. Plan No. 49--Ductile Iron.
9. Cement concrete curb and gutter shall conform to APWA (1981) Std.
Plan #1 Type A Curb and Gutter. Extruded cement concrete curb shall
conform to Std. Plan #6A.
10. All sidewalks shall be Type B Std. Plan #14.
11. All monuments shall be cement concrete with copper wire tack.
Marker frame and cover shall conform to Renton Std's and Specs for
roadway monument shown on plans thus
12. All building downspouts and footing drains shall be connected or
directed to the storm drainage system unless otherwise approved by the
13. Prior to any construction/development activity the City of Renton
Dept. of Public Works must be contacted and a PRE -CONSTRUCTION
CONFERENCE held.
14. Rockery walls shallbe constructed of sound durable rocks using 2
to 3 man rocks. Source of material to be approved by the City.
15. All Horiz. and Vertical layout and control shall be done by a
Licensed Land Surveyor
16. AS -BUILT plans and records shall be furnished by the contractor
showing all deviations from the approved plans.
17. It shall be the contractor's responsibility to secure all
necessary permits prior to construction.
i
-jJ.,-'unRL -
0 AS -BUILT SEWER
Z ADpED CONC. WALL * Z42 0I W
PE2 CtT� rZE\AE 4
NO. REVISION
AS -BUILT
1. K
11/15/84
J N
I • z1.83
N
(I U- 184-
BY
APPR.
DATE
1;6�� 41-
_
L/, 48 y�
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
UNION 550 CONDOMINI 41 vi
STORM DRAINAGE
DESIGNED `i'PN DATE ✓AA/ /99¢ FILE NO.
DRAWN MMI.
CHECKED %Z SCALE /�/ 4t% FIELD BOOK-. ..-PAGE_
APPROVED 2 SHEET--L-OF I
FERGUSON 8 SONS INC 81518
62. Ag•
3 1