HomeMy WebLinkAboutR-416614AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A AND ALLEY 3
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GRADE AT
100 �...................:...:.... CENTERLINE 'ROAD.......:.................
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■ EXISTING GRADE AT
Cr) :CENTERLINE ROAD
■=2.57%:
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1:9 LF :12': SD 0 13.93
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CB#18 ' TYPE 1 . .
85
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WN-ANED- GRATE
STA.. =. 10+05.10, 9.25', :RT
!
RIM := :9541
IE = 90.57 (12" W)
IE 90.51 (:12". S)
80
IE. _ 91.6=7 �-C- E)-91-21.......
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WNANEQ GRATE . . .
STA. - -1O�04.31-, 9.25', LT
■
: RIM = 95.43 . . . . .
IE = �J3-+5r 12" E 93.04
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SCALE: 1 "=20'
LOW PT STA = 1 1 +61.97
LOW PT ELEV = 92.49
PVI STA = 1 1 +40.00
PVI ELEV = 92.13
K =28.03
100, VC
IE = 89.79
(12" NW)
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GRADE AT CENTERLINE ROAD
ROAD A PROFILE RESIDENTIAL ACCESS EXISTING GRADE AT CENTERLINE ROAD
H: 1 "=20' V: 1 "=5' 25 MPH DESIGN SPEED
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).
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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NOTES:
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.
EXISTING 6' PVC
CONTOURS
�"200
0 27
97.00
REFER TO BEARING PAD ELEV
CHANNELIZATION PLANS (n,P)
PREPARED BY TENW
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.................................:.....m. �,....� ... J.II. �............:100
0
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20 0.76%: X
LF 12" DI 0 . . . . . .
...... 95
14 LF 12"
1 . . DI ®: 1: % 2.00%
4 /.. .
EX: GAS LINF
. . fJCI .. : �7V
I .
EX: PHONE
AND POWER
L-rCB23 TYPE 1:
................... ............................ TE
85
WNANED GRATE' : STA.: _: 100+23.23,: 49.73', LT
RIM := 9241
STA : IE 89.54 (:12". S)
RIM :_ 92.38 : IF 85.54 (:12" W)
IE = 89.89 (12" S) CB#22 TYPE 1
IE 89.89 (12". N)
.................................... -. .:.._..89:89��(�g,,..�..:....:....:...: � W/�IANED�GRATE....:....:....:....: ... IE..
CB 21 TYPE 1 - STA: _ 11 +73.59, '16,04% LT
RIM: = .92:18. . . . .
. . . . . . WNANED:GRATE . IE s9.s2 (12" sE)
STA = 1-1 +63.97, : 12.98', RT „
RIM = 92.23 IE = 89.62 (12" N
. . . . 30 0.50 . . . .
IE = 89:79 12 S 75
12+00 12+20
1 I RECORD DRAWINGS AS -BUILT
2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022
NO.
REVISION
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-2.00% 4.31%. .00
95 :...:....:............GRAD.E..
AT ..........:
.
CENTERLINE ROAD
EXISTING GRADE AT
CENTERLINE ROAD
EX WATER SERVICE LINE FOR PARCEL NO
2223056118. REMOVE OR ABANDON IN PLACE.
DEVELOPER SHALL MAINTAIN WATER SERVICE TO
NEIGHBORING PARCEL THROUGHOUT CONSTRUCTION
3' WIDE: X .6". HIGH
ASPHALT: THICKENED
EDGE
rvu rcvur ac r w l mu
DRAIN 0 1.0% MIN.
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SITE PLAN KEY MAP .
. . . . . . . _ 80 LF 12" SD 0 -T J.
90: ....:...T..:....:....: ........................... (PRIV.......... . . . 90
ATE)
..
,4PPf2OX LOC;4TION
. . . . . . .
. . OF EX WATER . . .
SERVICE: LINE
WATER SERVICE LINE
(PRIVATE)
. . . . . .24 0.429
(PRIVATE)
TYPE 1
�§ LF 18" SD 0 $%
4CM7..T%PE..2-489......................................................................:..
/STANDARD
GRATE
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STA; = 20+33.76, -4.1�8 , �
RT
STA
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r 21
.
M- D1' TYPE 2-4$
RIM: _ : 1-97':07:
RIM
94.23 :
W�80LID LOCKING L. .
IE - 90.97 (12" E)
IE _
�1-:38, (12" �W)91.36 . . .
STA. - 2+63.09, - 0.00%.
IE 90.97 (12" N)
IE: =
�39� (6." 9) 9.1.3.6 . .
RIM 93.479.1.36
IE = 92.53 (6":S): :
IE. =
6'' N 91.36 . . .
IE' =' 89.98- (1'8" -E)89.95
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IE _ 89.9
(18 N)89.95
IE _
(6" S) 91.05
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ALLEY 3 PROFILE
H: 1 "=20' V: 1 "=5'
MTS 4/15/22 BJT suwEYED:
MTS 6 21 22 BJT
oEs�N MTS
WANM. KLB
CHECKED.
BY DATE APPR APPROV .BJT
21+00
GRADE AT CENTERLINE ROAD
EXISTING GRADE AT CENTERLINE ROAD
FiCZ-111]
WATER
LINE
EX GRA EL ROAD
26 LF 18"4
D
1
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� SD IE 89.98
3' WIDE X 6" HIGH
ASPHALT THICKENED
EDGE
PLAN: 1 "=20' vErmGu: NAw ,� - CITY 0 F
PROF: H 1 "=20' HORRONrAL NAD''�'
V1"=51
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
N
0 10' 20' 40'
SCALE: 1 "=20'
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS w T
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DATE: J U
AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE 6/21 /22 Lu M
T R I P O I N T E FIELDB001C
(425) 455-2900 P"`�`
DRANANO NO:
15900 SE EASTGATE WAY. SUITE 300
BELLEVUE, WA 98008 sHmr=14 0`46