HomeMy WebLinkAboutTED4001859.1I I
EX CB �r
RIM EL = 26.58' �I
lEEL=24.78'12"CMPIV
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FD. MON.
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RIM EL = 26.84'
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/E EL = 19.29' 24" CMP E.SW
/E EL = 19.29' 24" CONC N+S
11
1E EL = 22.64' 12 " CMI NW
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91,
TOP OF CURB /. 7" /.
v : 2" ASPHAL TIC CONCRETE lMIN.)
dVIP
SCALE • l" = lO' �- �\\\
�
r ..
_\\\ 1 1/2" MIN. COMPACTED DEPTH CRUSHED
SURFACING TOP COURSE
CITY OF RENTON BENCH MARK * 164 2 1/2" MIN. COMPACTED DEPTH CRUSHED
CHISELED SQUARE BACK INTERSECTION CONIC. WALK SURFACING BASE COURSE
N.E. CORNER OF BURNETT AVE N. IfN. 5th STREET GRAVEL BASE CLASS B" MAY BE REQUIRED DEPENDING ON
SOIL CONDITIONS
U)
-24
ST
T YP/CAL PA VEMENT 9 EX TRUDED CURB DETA IL
v. T. S. EX. SS MH
NOR TH 5 th S TREE T 1E EL = 27./l'
EL = 230/ 8"
N 90' 00' 00_' E (ASSUMED BASIS OF BEARING/
283.86' MEAS.
Final Joint Asphalt Concrete (3" min.)
must be saw -cut replacement patch to be
1" thicker than previously
existed.
Existing Asphalt 6" Min. Crushed Surfacing
Concrete Top Course
Compacted Crushed Rock
Backfill
EXISTING ASPIIALT CONCRETE OVER PREPARED GRADE
PA T CH ING DE TA I L
EX S T MH
RIM EL = 27.21'
lE EL = 19.66' 12" CMP S
lE EL = 19.66' 24" CMP E+W
FD. WON.
3" LP./ RR SPIKE---_
WITH X'
1
mI
CB IY1 EX CB
EX
EX = 25.90' RIM EL = 26.80'
/E EL = 25.05' 6" CONC W EX CURB 8 GUTTER I- lE EL = 25.60' 8" CONIC W
PLANTER 1 IVY
I-_
6' CONC WALK
Mcf� M%/ /
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_X r E WV
EX C8
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jI RIM EL = 25.91' CB * / -TYPE // I
J IF EL = 25.06' 6" CONC w SCALE /" = 2' I
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WM / \` I 12 CM I
I� 24" CMP ; lTjl
N
II 9 TING
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II v y EXISTING Q
= I W
SE
ou
FRAME 8c LADDER OR. SITE?S-�
OFFSET. SEE NOTE 4. FRAME \
& GRATE ELEVAT►OXI PER PU►N• ,=
RIM EL = 27.20'
ROUND SOLID COVER
MARKED 'STORM'•
/ WITH LOCKING COLTS,
V^LESS OT1-IERWISE
APPrOVED S'f Er-INEGIZ
a
;
4 ;
SE t LLX KI iJCa
f RA►�1E
0VIE QFLOW ELEV. TO
PROVIDE DETGNTION2
6, OIL SGPAYATION
�e oLAtiS. �
�::
EL = 24.z0°
1'lA& Y.5
PULL ROD
STANOAZD GALVANIZED STEEL
L^P0%j /SMPS. SEE -7.OSG
PIPE SUPPOttT(1):
_
3"x .050 G-AkGE
C L6A►JOU1i GAiE
EDLTBD O[ IM5EDDED
;
SHEAR GATE SEE
2" IN WALL ATM4x.
: ;
DWG. NO. 53 KCRS.
'sP W
3 A.C. I ►•+G . M I ,
ONE SUPPOKT. I�
I
MIN. � Z4 T
/Z
OUT LET PIPE S- /.o% INLET PIPE
OR PIPES
SEE WME 677
.
INV. EL = 22.25
Z
INV. EL = 22.25'
RESTRICTD[ PLX%E
W IT H OEI F ICE AG
SPECIFIED. NOT
NEEDED IF ONLY
FOR O 1 L POL IUIT C" ' ® Z
CO wT ect- . S
'Tr
CB # 154"TYPE l l
V/C/N/ T Y MAP
N. T.S.
NOIL5:
1. SEE SURFACE WATER MGMT. DIV. BULLETIN -MULTIPLE
ORIFICES" EFF. SEPT. 1. 1985.
2. PIPE SIZES AND SLOPES: PER PLANS.
3. OUTLET CAPACITY: NOT LESS TRAN COMBINED INLETS.
4. METAL PARTS. CORROSION RESISTANT. GALVANIZED
PIPE PARTS TO HAVE ASPHALT TREATMENT 1.
5. FRAME III LADDER OR STEPS OFFSET SO
A. CLEANOUT GATE IS VISIBLE FROM TOP
-
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND
CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.
6. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE
PIPE. Ol'TLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
CONCRETE PIPE I.D. LESS 1/4".
7. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR
ALL ON ONE SIDE OF RISER TO ASSURE LADDER
CLEARA410E
STORM WATER DRAINAGE NOTES
ltl I I V. EX. C YCL ONE N
k R
FENCE 41`
I g` / / yj 1. BEFORE ANY CONS7RUC710N OR DEVELOPMENT ACTIVITY OCCURS; A 1.1 OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-0F WAY
PRE -CONSTRUCTION MEETING MUST BE HELD WI7H THE CITY OF WILL NOT BE ALLOWED UNLESS SPECIRCALLY APPROVED BY THE CITY
SEE PATCHING DETAIL. LLL��� RE WTON PUBLIC WORKS DESIGN ENGINEER. OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER.
II Q NEW CYCLONE GARBAGE CAN
II I V 3 FENCE -ENCLOSURE I l 2. ALL CONSTRUCTION SMALL BE IN ACCORDANCE /NTH THE "1988 14, ROCK FOR EROSION PROTE-C7ION OF ROADSIDE DITCHES, WHE7LE
I 3 N 89' 59' 33" E /06.//' �� s STANDARD SPECIRCA77ONS FOR ROAD, BRIDGE AND MUNICIPAL REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DFP7H OF
�� EX. WOOD FENCE CONS 7RUC TION' PREPARED BY W S.D.0. T., AND THE AMERICAN 1' FOOT AND MUST MEET THE FOLL0WNG SPEaF7CA77ONS:
o 6 %?)7 ,• �; I 1 \\ PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF 4"-8%40X 70% PASS/NC: 2' 4" ROCK/30X•-40% PASWNI� AND -2'
? y v CONIC. W9LKWAY. vy, O O EX. TELE. BOX r
R=5 6'�•/ STANDARD RENNIN DEPARTMENT OF PUBLIC WORKS ROCK OX-20X PASSING.
t STALLS / v
?S� PLANTING PLANTING
��' NEGd C'Di✓C 7> \ \ \' +Cal D.S. D.S. 4" ROOF DRAIN D.S.
\ 10k, SS C.O�
TO RI LINE a P G• PPS I NO
GROUND FLOOR 52'w 27'
� \ 20' SETBACK
26.71' 12'25. SECOND FLOOR 58'x 27'
2' 0 VERHANG 4' OVERHANG
d d.
•
R=
2-7 2g FF = 28.80
7 8
" I.P./RR SPIKE
/g /7 WITH X'
SEC. COR. SEC 8-23-5
TFo-40 -/$�`9
II 3tu p I
D.S. 4" ROOF GRAIN
O.S. D.S.
II
II l-.lp R IGAT/ METER �6'� I-l"OCVA 4:I
II PLANTING
II l l" O ESTIC ETER
WHEEL STOPS
(typical)
STANDARD
STALLS
IN
P•� P
is pLE c Iq ii ss B/OF/LTRAT/ON SWALE FENCE ®a
II k iKD �T i2� I 1 4:/ *2E.
EX. GUY N 89' 59' 08" E /0768' NEW CYCLONE
WIRE 00, FENCE
I
I 1'71.F 8" 0 CMP
I I S = 12.94% A /N l8" YARD D
R D/A.
I W/GRA TE
I+ RE E24.57s -38" _
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IEXISTING SE
2 CO ACT
STAL S
G
I H
I
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12' SETBACK �\
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EX. I/2" REBAR/CAP, I �' \
/TYPICAL/
I
CB r 2 TYPE ll 48"
W/ GRATE
RIM EL. = 26.67' -
I
I.E. = 22.37' - 24"
I.E. = 22.37' - 8"
W
W
•� �+�� LEGAL DESCRIPTION
"As -BUILT" PLANS WERE PREPARED BY TOUAI;� LOT /5 OF BLOCK 15 OF THE PLAT OF RENTON FARM PLAT
ENGINEERS FROM FIELD SURVEY. ,� ,�,• N0. 4, AS PER PLAT FILED IN VOLUME /3 OF PLATS AT PAGE 30,
RECORDS OF KING COUNTY, WASHINGTON.
- i - -- - - - - a ; ALL SITUATE /N THE CITY OF RENTON, KING COUNTY,
Q
WASHINGTON.
EX. POWER VAUL T 3. THE STORM DRAIN S?57FJ4 SHALL BE CONSTRUCTED ACCORDING TO THE 15. ALL BUILDING DOWNSPOUTS AND F007NO DRAINS SHALL BE
_-- - APPROVED PLANS WH CH Aft ON fHLF- IN THE DEPARTMENT OF PUBLIC CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY
WORKS. ANY "AT70N FROM THE APPROVED PLANS WILL REQUIRE THE DEPARTMENT OF PUBLIC WORK--; DESIGN ENGINEER OR STORM
EX. EP WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF WATER U71L/TY. AN ACCURATELY DIMENSIONED CERTIFIED
I CB • l TYPE l/ 54 PUBLIC WORKS Of -SIGN ENGINEER OR STORM WATER UTILITY AS -BUILT- DRAWING OF THIS DRAINAGE SYSTEM WILL BE SU9A/IT7ED
_ CB SEPARATOR/ TO THE CITY OF RENTON UPON COMPLE77ON.
ICONTROL STRUCTURE 4. A COPY OF- THESE APPROVED PLANS MUST BE ON THE J178 SITE
RIM EL = 27.20' WHENEVER CONS7RUC770N IS IN PROGRESS 16. ISSUANCE OF 7W BUILDING OR CONS7RUC770N PERMIT BY THE CITY
I l.E. 22.25' /2" & 24" OF RENTON DOES NOT REZI£VE THE OWNER OF THE CONTINUING LEGAL
I 31 LF l2" 0 CMP 5. DATUM SHALL BE U.SC.S UNLESS OTHERWISE APPROVED BY THE OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE
S = 12 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS REFERENCE" BENCHMARK WATER DIS)POS177ON. FURTHER, THE aTY OF RENTON DOES NOT
I AND ELEVATIONS ARE NOTED ON THE PLANS. ACCf_PT ANY OBLIGATION FOR THE PROPER FUNC770AIING AND
MAINTENANCE OF THE SYSTEM PROVIDED DURING CONS7RUC71OIV.
I I 6. ALL SEDIMENTA 7/QN/bROS/ON FACILITIES MUST BE IN OPERA 110N
I -J APPPP KNNG CLEARINGHAS D BUILDING CONSTRUC770N, AND THEY MUST 17 TRA C TOR SHALL BE TDING _
REFPORIYFUN77LCTUSfWPLETED SAFEGUARD,OEC77W9LE FOR PRO FGFS�TH£TOR AI TEN CSED PROTECT EQUIPMENTTHE HE, AND
25LF 24" 0 CMP STORAGE SAFETY OF THE PUBLIa AND TO PROTECT PROPERTY IN CONNECTION
PIPE S = 0.21% 7. ALL RE7EN710N/DE7EN710N FACILITIES MUST BE INSTALLED AND M WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY
OPERATION PRIOR TO OR IN CON✓QINC77ON WITH ALL CONSTRUCTION WORK WI7H/N THE TRAVELED RIGHT-OF-WAY THAT MAY IN7ERUPT
SEE PATCHING DETAIL. ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED 7RAFFTC
PUBLIC VWKS; STORM WATER UTILITY. CI)NTPOL PLAN BY THE TRAFFIC ENGINEERING DIV. OF THE
DEPARTMENT OF PUBLIC WORKS ALL SECTIONS OF THE W.S.D.O. T.
EX CB 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED STANDARD SPECIRCAPONS 1-07-2.3 TRAFFIC CONTROL. SHALL
LIIJI RIM EL = 27.38' MIXTURE, 07HER THAN CITY OF RENTON APPROVED STANDARD MITES, APPLY.
IE EL = 26.08' 6" PVC N+S SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY
IF EL = 25,38' 8" CMP N' THE DEPARTMENT OF PUBLIC WORKS; STORM WATER U7/L/TY. 1B SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PR0,CCT
LOCATION /S WITHIN THE AQUIFER PROTECTION AREA.
CB TYPE l 9 ALL PIPE AND APPURTENANCES SHALL BE LAID ON PROPERLY
EX
EX = PE I PREPARED F-OUNDA77ON IN ACCORDANCE WITH SECTION 7-02.3(1) OF
lE EL = 22 5.9 8 " CMP E THE CURRENT STATE OF WASHINGTON STANDARD SPECInCA TTN FOR
IE EL = 2/.76' CMP N+S ROAD ANT' BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY 8 B�
LEVELING OF THE TRENCH BOTTOM OR 7HE TOP OF THE FOUNDATION .1 � o
MATERIAL AS WELL AS THE PLACEMENT AND COMPAC77ON OF REWIRED
BEDDING MATERIAL TD UNIFORM GRADE SO THAT THE ENTIRE LENGTH p D/' 0/23/g9
j OF THE PIPE WILL BE SUPPOR7D ON A UNIFORMLY DENSE UNYIEDING
I I BASE. ALL PIPE BEDDING SHALL BE APWA CLASS 'C, WI7H 7HE
I EXCEP7706 OF PVC PPE. ALL TRENCH BACKRLL SMALL BE
I k coh(PAC7M TO M T AND S7??UC7tJRAL FRI AND
9OX OTHERWISE PER AS7M D-1557-?0. PEA GRAVEL BFDLYNG SHALL
I I Nb BE 6" UNDER AND OVER P.V.C. PIPE;
I 10. GALVANIZEO STEEL AND ALUMLN/UMIZED STEEL PIPE FOR ALL
DRAINAGE FACIUTIES SHALL HAVE ASPHALT TREATMENT f1 OR BETTER
IN.70E AND OUTSIDE CITY OF RENTON
it. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10' FEET OF THE
SPRING LINE OF ANY STORM DRAINAGE PIPE- OR 15' FEET FROM THE DEPARTMENT OF PUBLIC WORKS
TOP OF ANY CHANNEL BANK.
•��'�'®®'��` JA COUES 4 UN/ T APARTMENTS
12 ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10' FEET BELOW
PAVEMENT LFVFL 446 BURNETT AVE. N.
J at4 ,d9' 69 ,� . • o ,_ �, STORM DRAINAGE PLAN
DESIGNED MIT FEBUARY 1969 6/0-00/-B8/
DATE FILE NO.
a�i Z 'AS -BUILT" 1177- 2_ 22-9/ DRAWN OT
CHECKED MT SCALE / _ /O' FIELD BOOK46 PAGE 25
NO. REVISIONBY APPR. DATE APPROVED- SHEET / OF_3
DIRECTOR OF PUBLIC WORKS
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FERGUSON & SONS INC 91704