HomeMy WebLinkAboutR-416615AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - ALLEY 2
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TRACT C
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DRAIN 0 1.0% MIN.
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ALL '
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/ CONTOURS (TYP)
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GRADE AT
CENTERLINE ROAD . . . . . . . .
WNANED GRATE
STA: = 7+51'.75, 9'.25', LT
RIM• = •95:39• • •
IE = 91.9,5 (12" SW)
IE - 91.9:5 (12" NW)
OF
ELLIOTT FARMS
A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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SANITARY SEWER
STUB (TYP)
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CB#28 TYPE 1 (PRIVATE) :
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W/STANDARD GRATE L�l
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12" SD ®&89-%
PRIVATE) 85
Ex 12"
w
STA = 32+00.00, 0.00';
RIM 9.3.8•9 . . . EX SSMH
CB#26 TYPE 2-48'
IE' = '89'76' (12" N) :
. W/ SOLID LOCKING LID
IE = -89:�7. (6" SW� PRIVATE
C;B#7 TYPE 1 -(PRIVATE)
. .
. STA.: = :101+90.55, 49.73', LT
...........................
W/STANDARD GRATE
........ RrM _
IE =• -8§-e (18" E) 89.08
. STA = 1 ,02+01.17, 73.23', LT
IE _; 89.29 (12" SW)
RIM = 9.1.65
IE _ -89-84 (18" W)89.09
. . . . . IE : _ :89.52 (12" NE). . . . .
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TRACT C PROFILE STA: 30+00 TO 32+20
H: 1 "=20' V: 1 "=5'
M+00
GRADE AT CENTERLINE ROAD
EXISTING GRADE AT CENTERLINE ROAD
SURVEY DATUM
HORIZONTAL DATUM: VERTICAL DATUM:
HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE
RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF
WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON
OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS
CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING
BEING S86`32'23°E. 98.199 FEET(NAVD88).
32+00
32+60
1 I RECORD DRAWINGS AS -BUILT
2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022
NO.
REVISION
MTS 4/15/22 BJT SURVEYED.
MTS 6 21 22 BJT
oEM MTS
WAINN. KLB
CHECKED.
TS
BY DATE APPR APPROV .
BJT
CO#1
RIM =
94.6892.01
IE =
89.60
(6")
CO#2
RIM =
94.6892.96
IE =
89.92
(6")
CO#3
RIM =
95-69-94.59
IE =
90.26
(6")
CO#4
RIM =
95.88
94.64
IE =
90.6
(6")
CO#5
RIM =
96.66
95.01
IE =
90 9
(6")
1. ALL CATCH BASIN OFF -SETS ARE TO
CENTER OF GRATE (NOT CENTER OF
STRUCTURE).
2. ALL STORM DRAINAGE PIPE SHOWN ON THESE
PLANS AS "SD" SHALL BE LINED CORRUGATED
HIGH DENSITY POLYETHYLENE PIPE SMOOTH
INTERIOR UNLESS NOTED OTHERWISE ON THE
PLANS.
3. NO PARKING FIRE LANE SIGNS SHALL BE
INSTALLED ALONG ROAD A.
1
WA-169
I
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1
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SITE PLAN KEY MAP S SCALE: 1 "=20'
1 =200
CO#6
RIM = 96.6896.56
LOW LEVEL IE = 91.45 (6")
LIGHTING SEE
EX 12" W
TENW PLANS 160 LF PVC ROOF &
FOOTING DRAIN ® 1.0% MIN. I FINISHED GRADE
j p I I� CONTOURS
�I 11 10 /
n
96�0 921 96 00 �p 94.50 94.50 0, g� 0 93.50
100,
12"
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EX 8" SS 6
0
PARK
EX SSMH
Lf)I I 1 / BENCH � ° �
uj
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y EX 15'
i
i I I I 14 1 \� 17 18
° i I 1 94.80 94.80 94.80 1 92.50 92.50
LOT LINE C
EXISTING 6 PVC ROOF &FOOTING 7 WIDE CONCRETE
CONTOURS DRAIN ® 1.0% MIN. (TYP) WALKING PATH
BEARING PAD ELEV OVERHEAD
(TYP)POWER
sQ"F- PLAN: 1 "=20' vERnCAL NAw tee
PROF: H 1 "=20' HomzoNrAL• ""°'+�es'»e'
V1 "=5'
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
RENTON
Planning/Building/Public Works Dept.
�3. TALK
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DATE: J U
AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE 6/21 /22 W pp
T R I P O I N T E FIELDB001C
PAM
(425) 455-2900 ORMI
DRAWING N0:
15900 SE EASTGATE WAY. SUITE 300
BELLEVUE, WA 98008=15 OF46