HomeMy WebLinkAboutR-4166137' CONCRETE
WALKING TRAIL AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A
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CITY OF RENTON, KING COUNTY, WASHINGTON
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' CO s ° \ Q� `\ 1 94.80 STREET LIGHT 38 0 �p ,�O a. it 0 SANITARY SEWER 7' CONCRETE (NP)/��9500STUB (TYP) WALKING TRAIL / c-
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96.00
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LIGHTING SEE
96 13
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FINISHED GRADE 0 ' ° PAVEMENL I STALLS ° e a °
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96.00 / ° \ \ W �_ G °
O BEARING PAD ELEV \ \-,\C
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J (TYP) LOT a
\ .9� � Cp \\ � � 96� � '�- �
w (TYP) 35 �g- D _
96.00 p \ ,1 � °000,o \ CURB � - � � CO \E' 9�'' \E� ga•O 26
97.0027
co 97.00
34 6 PVC ROOF & FOOTING
\> 96.00 ��� 9up \ \ DRAIN ® 1.0% MIN.
C CO FINISHED GRADE \ ��� 1
6" PVC ROOF &FOOTING _ _ -
CONTOURS
DRAIN @ 1.0% MIN.-`..rj: CO 6 PVC CO �F�94 16 MAILBOX LOCATION SEE
V,y� S ��EXISTINGDETAIL ON SHEET 22
CURB RAMPS, g73 973 / F 93 31 30 98.00
�e�-, CONTOURS
SEE SHEET 19. E 92 97.50 97.50
6" PVC ROOF & FOOTING WATER METER DRIVEWAY CUT FOR DRIVEWAY CUT FOR
DRAIN 0 1.0% MIN. (TYP) LOTS 30-31 PER LOTS 28-29 PER
DRIVEWAY CUT FOR LOTS 32-33 PER DETAIL ON SHEET 23 DETAIL ON SHEET 23
DETAIL ON SHEET 23 LOW PT STA = 7+41.18 HIGH PT STA = 8+92.43
LOW PT ELEV = 95.48 HIGH PT ELEV = 97.77
PVI STA = 7+66.18 PVI STA = 8+98.49
PVI ELEV = 95.67 PVI ELEV = 98.33
K =39.62 K = 21.84 M
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GRADE AT
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CENTERLINE .ROAD .
95 ...:....:.................:....:....:....:....:..:
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CB#11 TYPE 1 . . . . .
W/VANED GRATE
RTSTA.:_ -6+03.90, : 9.25',: LT
.
RIM = 94.27 . . . . .
IE; _; 90..60 (12" ;SE) ; ; ;
75
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W/VANED GRATE
STA i = -6+52 28 q25' RT
..............................................
IE _ 91..50 (12"; NE)
IE 92.88 (6" SW) 92.07
-19 L:F 12" SD CAD 1.62% 2.01X
CB*12. TYPE 1.. . . . .
W/Vi4NED� GRATE............
STA.: _ ' 6+52.27, - 9.25',. LT
RIM 94.63 • • • . •
IE _ 91..28- (12 SE)91..11;
IE 91.29 (12" • SW)91.11•
50' VC
WATER%STORM
;CROSSING
.............. ............ ................................. .. ... ..
(MM TYPE 1
W/VANED GRATE
. STA. .= 7+51.75, . 9.25
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. IE.=91.95. (1.2" :NW)
. 0.88
•19LF1.2rr SD®4.98%
CB15 TYPE 1
............................
. . . W/VANED :GRATE
STA. = 7+51.31, -9.25% - RT-
RIM = 95.38
IE; = '92.'15(12" NE)9206 :
2.0 %
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EXISTING GRADE AT CENTERLINE ROAD
H: 1 "=20' V: 1 "=5' 25 MPH DESIGN SPEED
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).
1 I RECORD DRAWINGS AS -BUILT
2 1 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022
NO.
REVISION
MTS 4/ 15/22 BJT suR "m'
MTS 6 21 22 BJT
oEsmMTS
DRAWN. KLB
MECKM.
BY DATE APPR I BJT
APPROY .
75
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0 10' 20' 40'
SCALE: 1 "=20'
PLAN: 1 "=20' VER„CAL: AD , CITY 0 F
PROF: H 1 "=20' HORIZo"'AL NAD 1983 1991
V 1"=5' RENTON
ONE INCH DATU M
AT FULL scaE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
WA,169
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SITE PLAN KEY MAP
1 "=200'
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.
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DATE J U
AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE 6/21 /22 W M
TR I POI NTE RMDB°°"
(425) 455-2900 ORW
RMNINfi No:
15900 SE EASTGATE WAY. SUITE 300
BELLEVUE, WA 98008 sHmr'13 °F`46