HomeMy WebLinkAboutR-388321//// APPROXIMATE 40 LF OF KING COUNTY o / NEW OiJTFAk T6 P AID /
/ / I STYLE SENSITIVE AREA WOODEN SPLIT / IE, 1.8 OR BELOW /
I I Call before y ,/ / / / / / / I 0\ RAIL FENCE ALONG TRAIL ADJACENT / /
I IIT
TO 2:1 SCO
O //�RES
I I I I � / „ POPLAR / / �/
g., 8 , / / / 75 L 4 ® 0.5t
Or 1-800---424-5555 SEE SHEET 4.06A
FOR POND
/ UNDERGROUND
/ CONNECTION DETAILS
/ SE VICE (USA)
I I � /
0 10 20 40 / / / / ";``„ / /i NEW PIPE INLirf
IE=12.17
III // I /
SCALE 1 20
I / 6 INCH CRUSHED SURFACING BASE
COURSE ACCESS DRIVE REVISION FOR
O / / DITCH. COMPACT SUB -GRADE AND
22.80 I / / 70 /
I 1 / m SURFACING MATERIAL TO 95% MDD
38" kAR / i I SEE SHEET C4.31 FOR POND SECTIONS.
I '
2:1 MAX S�
I I dONT CTOR TO CONTACT SPU TRANSMISSION CREW
CHIEF ROGER COX: (206) 399-2496 WITH A MIN /
22.80 II I 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION.
AN SPU REPRESENTATIVE SHALL BE ON -SITE DURING I
2:1 MAX S40 E AL WORK WITHIN SPU PROPERTY. I I
I
33 LF 24" SD ® 0.5%
12 LF 24" SD @ 6.4%
/ I SD#Z3 CB TYPE 11- 72"
100 YR FLOOD PLAIN LINE I I N:170674.55 E:1293184.74
SD#Z4 TYPE 11- 72" I I 1 RIM=20.44
II I I N:170 3.51, E:1293250.97 i I\ I I 1 IE=14.00 24"(IN)SE
RIM 59 I I 1 IE=14.00 24 (OUT)N
I/I I I CIE=7 5 24j(IN)S I �� \�l 1 W/ 24" FLOW CONTROL RISER i
IE� .65 2� (OUT)N \ I I I 000
I 0 / I I I _ 37 LF 24" SD ® 0.0%
I
/ / I LIMIT J. =own LIMIT" noun
II I �I o / I I I I 24 S ��M�T TOP OF 5' WIDE BERM - ,
I /�
/ I � I IE=7.0� OUTFALL I `=14.90 _ L�Mii �j
I II SEE RIP RAP PAD � I I / 20_
C4_._11 I / 19,
I I/ 118�
68 I I 7--_
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CONTRACTOR tO1 ONTAC1 SPU
TRANSMISSION C W CHIEF ROGER •
COX: (206) 399 496 WTH A MIN
72 HOURS NOTI PRIOR TO [
BORING CONSTR TIONAN SPU
REPRESENIVE HALL ON` SI
DURING AL4 ORI WITHI SPU \
PROPERTY. I ,
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LF 24" SDI@ 0. % O
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BOTTOM OF �OND EL=5.00
14
7
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RE�TORE IASPHALT\TRAIL W/ 2" HMA
OW 61 C$BC OR MATCH EX PAVEMENT
m = I I I I SltCTION.�WHIC EVER IS, THICKER. MATCH
s / /� �h �`� �1 ` I I m ➢ D I FLUS►i ANfTU1 SM OTH AND\ SEAL EACH EDGE.
I
,,.' '_' /� ► SPREAD CUT MAiERI� B O�ID D TCH \ \ \
AS NEEDED. COMPAC T 95�% \
o
REMOVE AND REPLACE OR RELOCATE I l \
\ , \ -
''°'' APPROXIMATE 187 L�F 24" BOTTOM EXISTING IRRIGATION BLOWOFF AND MA�id�
01
AS REQUIRED. ESTIMATED DEPTH OF 8"
W/ TRAPEZOIDAL�DITPK AT S=0.50% IRRIGATION IS 24" TO 36" COVE .
AND 2:1S�E SLOPES
:�x Mae* 1 \ \
`= t QWQE,fROOK , OR,,�OGTFbL
;•. T<k ,_- v�, '- h - �;;//_�E�� DET�dL', , Ti __�_., _ ?. _ - _ \
000
` y NOTE:
CONTRACTOR"'TO ENSURE POND IS CLEANED AT
O NEW OUTFALL TO DITCH!
� THE END OF CONSTRUCTION FOR THE CONTRACT
IE=13.09 DOCUMENTS.
NOTE:
SD#Z2 CB TYPE 11- 72" ` ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35
N:170685.87 E:1293187.94 (IF GREATER THAN 3'). ALL STORM PIPE TO
RIM=20.51 ` CONFORM WITH CITY OF RENTON STDS
o / IE=13 25 24"(IN)S
/ IE=13.25 24"(IN)SE ` NOTE:
IE=13.25 24"(OUT)W ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV.
` ALL CURBS ARE/ TO BE 6" CURBS UNLESS
\ 24 LOTHERWISE SP CIFIED.
F 24 SD � 1.0% �
SD #Z2A CB TYPE II-54" \
RIM=17.77
IE=13.50 24 (OUT)NW
W/ BIRD CAGE TOP I
SEE DETAIL
IC4�12 �
I
BOTTOM OF POND EL=5.00
M
21 " SD INLET �' Legend
IE= 14.0
PROVIDE ROCK ARMOR OUTFALL PADS
SEE DETAIL EXISTING REMOVE PROPOSED
1 0D' ' - -
RIGHT OF WAY
/ PARCEL LINE
11-
-12 \
-13
-14 /
INNW 0" 11WI � -20
' \ ` �.IWI�' I / � 11
\ \ I wli �
\ \ I I
Iowa 0000
\ \ I I
\ \I I
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00 ` PROTECT EX TR E
\
DE
\
o % MATCH SMOOTH AND FLUSH Z \
W/ EX GRAVEL ACCESS DRIVE \\ \ o uo \ \
\ \ o C: \\ CONSTRUCTION RECORD DRAWING Approved By:
jc2i
GRAVEL ACCESS ROAD I \\ \ wow E \ This construction record is a copy of a CAD file prepared by COUGHLIN PORTER Approved By:
E DETAIL LUNDEEN and has been entitled to reflect field verified invert and rim elevations
C1.1 1 of th \ storm, sanitary sewer and water main systems. Field verified invert and
\ \ rim e� ations were obtained by RYAN COMPANIES US, INC in July 2017. Approved By:
\ \ COUGHN PORTER LUNDEEN, INC does not provide any warrantee as to the
\ \\ \\ \accuracy`�r completeness of such information provided by others. Approved By:
TITLE
tfLE LONGACRES
BUSINESS
CENTER
SW 27TH ST & NACHES
AVE SW
CONSULTANT COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE - SUITE 900
SEATTLE, WA 98104
P: 206/343-0460
F: 206/343-5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
ISSUED:
DATE DESCRIPTION
03/09/2016 BUILDING PERMIT RESUBMITTAL
05/04/2017 NW CORNER UPDATE
07/17/2017 AS -BUILT SET
KEY MAP:
/ PROJECT NUMBER
ASPHALT PAVING � �
i
/ CONCRETE PAVING DRAWN BY
/ BUILDINGS ISSUE DATE
- GRAVEL
- ---------- L---1 SEAL
e / ROCKERY 11 Q
/ CURBING
y\�\�
CONSTRUCTION LIMITS JIIIIIIIIIIIIIII LIMIT
WATER LINE W
"woo 1\wl�
STORM DRAINAGE LINE --SD
/ SANITARY SEWER LINE SS
C152268-03
SAS
05/04/2017
POWER P P-
TELEPHONE LINE T T SHEET TITLE / NUMBER
GAS LINE G Grading and Drainage
/ TREE % 0 c
Plan
WATER METER/FH
r -1 ® • O
STORM CB/ MH L -1
In Compliance W CityOf Renton Stand6ds
p / SEWER MH/CO � �0
Date: O�
Date: GAS VALVE/METER 9 0 b O
STREET LIGHT o-0
Date:
C4006
Date:
I\'A
R-388321