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SITE PLAN KEY MAP ,G�„�,
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95 ........................ ................................................:.................................
EX CATCH.
BASIN . . . . . . . . . . . . . . .
N
0 10' 20' 40'
SCALE: 1 "=20'�
�- /M
LOW ... PT..STA. -' ..2+61,.:36
LOW. PT ELEV = 91.66
. . PVI STA : _ '2 +86:.36
PVI ELEV = 91.97:
K =21.87
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AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A AND ALLEY 1
OF
ELLIOTT FARMS
A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
LOW LEVE 7--------------------------94------------------------EX
---
LIGHTING SEE--------S
---------- --
- ��------------
HIGH PT STA = 4+27.32
HIGH PT ELEV = 95.55
PVI STA = 4+00.00
PVI ELEV = 95.94
K 22.09
............ ..................... .
1 �00' VC . .
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....................................:......
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EXISTING- GRADE AT
m
:
CENTERLINE ROAD
.
.
GRADE AT
CENTERLINE ROAD
3.50%
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U . .
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Q. . . . . . . ...
. . . . . . . . .�
.............................. ........
•52 • LF 12" SD-5
.59. LR " SD :C� -0 ; Q . . . . . . . . . . . . . . .
. . .
. � �8�0
. . . . . . . . . 3.56
;WATER/STORM ; ; ; ; ; . LF 12. Sb . WATER/STORM . . . . . . . . .
CROSSING CROSSING: . . . . . . .
CE#6 TYPE 1
RIM=90.47 : . . . . . . . . . . . . . . . It . _ . r. c z SS: Erg izne
IE;=:87.77 (1:2".W): S EX. 8: S: . :� .
IE = 87.77 (12" E) STA: 3+17.41I 9..25�, RT
. . . . . . . . . . . . : CB#1 TYPE 1 : . . . . . . RIM : _ ��92.0 .
80........................:................................................:.............................. W/$DI.�D L: NG uD ......:.................. .......................IE ..=.. 88.66 - -(-12 : -'SE) .........
75
STA - 2:+85.66, 6.90', RT : IE = 88.66 (12" W)
RIM = 1-6f�92.83 t_X C8#� rtYP� 1 TO BE REMOVED).
IE • _ -886`: (12" N) 82.75 • • • • • : W/STANDARD GRATE • • •
IE ;_ 1858- 12" E) 89.75 ; : :STA. = 2+98.53, 7.80', �RT• .
IE .= .88.46:(12" W) . :Rig = Q..) -;n
W/ YANED GRATE
:
. . .
StA._ 6',:
a
8" SS
. . . . IE _ } 39� (6" W) 91:94:
. .
. . CB#7 TYPE 1
CB#4. TYPE I2_ 86 (12" NE)89:82:
CB#5 TYPE 2-48'
W/.VANS GRATE
' :...:....:....:........
:W/VANED GATE . .
W/VANED GRATE .
STA..-:.5+18:36;
RIM = 94.54
9.25'•,..LT.
:STA. _ 3:+78.35, 9.17.', LT : . . ;
; STA.: = -4+-36.36,: 9.25';
LT ; IE _-09-6-1- (12"
N) $9.75
RIM = 94.82
RIM = 95.34 • :
IE _ -89fr1- (12"
E) 89.75
CIE = 88.95 :(12" SE) : : . . .
IE _; 89.21 (12": SE) .
. IE _ -85frF (12"
NW)89.7
IE 88.95 :(12" NW): ; ;
IE _: 89.21 (12" SW)
:IF = *9:-#r-(6"- NF)90.03
IE _ 89.21 (12": NW)
90
0) 85
TO
■x
�D
80:
LOW PT STA = 5+73.89
LOW PT ELEV = 94.31
PVI STA = 5+70.00
PVI ELEV = 94.20
:50' VC:
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ocan LLJ
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LOW PT STA = 50+65.00
LOW PT ELEV = 94.88
PVI STA = 50+65.00
PVI ELEV = 94.75
K =25.00
50' VC
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a . . . . ,n . . . . . . . . . `n w . . . . . .
u ; ; . .GRADE' AT U .
v m CENTERLINE ROAD v w
m
99% -1.00%
.....�(pR
-
512" : SD
VATE)
-W/-VANED. GRATE...:....:.
STA: =' 5+18'.36; 9,25":2 LT
RIM ; = ;94;54;
IE _-89.6.1- (12" N) 89.75
IE =-8�.{r.1- (12". E) 8?.75
IE _ -09.6..1- (127. NW)89.75
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LO
: EXISTING: GRADE AT
0
r
. CENTERLINE ROAD. . . .
. .
,
. .........
o
a
CBS$ TYPE :1 : (PRIVATE)
.....W/ 'TANDARD GRATE .......................
::85 0
J
U
STA.. _. 5Q+65.00, 0.00', . . .
. . w
RIM ;_ &.94.;78; ; ; ; ;
; ;
IE = 91.00 (12" S)
IE - 91.50 (6" W) . . . . .
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IE=91.50 6"E
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TRACT B PROFILE
H: 1 "=20' V: 1 "=5'
5
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35 .LF :12�
................U�
90
JD_
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. . CROS.
. . . . .19 LF. 12" SD 1.62% .
. . .rn
:....:....:....:....:.......:....:....::::::::.
SS .
W
• • CB, TYPE : 1
WNMEb GRATE :
I
. . . . STA •= 5+69.14, . 9.25', • LT•
...............................
CB#10" TYPE 1
80
RIM : s4:13 .
. . IE = 90.20 (12". E). . . .
MANED GATE
IE _: 90.20 (12": S): ;
STA.: = 5+69.15; 9.25', RT
: IE _: 90.20 (12": W). 90.42 IE _ �90.5e (12" N)
90.92 IE _ 1.68 (6" :S)
.
IE = 88.61 (1
" W)
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1+60 2+00 3+00 L L GRADE AT CENTERLINE ROAD 4+00
EXISTING GRADE AT CENTERLINE ROAD
ROAD A PROFILE
RESIDENTIAL ACCESS SURVEY DATUM 1 RECORD DRAWINGS AS -BUILT
H: 1 "=20' V: 1 "=5' 25 MPH DESIGN SPEED HORIZONTAL DATUM: VERTICAL DATUM: 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022
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). N0. REVISION
MTS 4/ 15/22 BJT SURVEYED:
MTS 6 21 22 BJT DIMICINIM.
MTS
DPAW KLB
S
BY DATE APPR eJT
75
Cn
5+00 6+00
PLAN: 1 "=20' CITY 0 F
PROF: H 1 "=20' H0R1ZWAL HAD 19W/11991
1"=51
RENTON
ONE INCN DATUM •
AT FULL scME Planning/Building/Public Works Dept.
IF NOT ONE NCH
SCALE ACCORDINGLY
NOTES:
80
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T
T
51+00
Z p
GRADE AT CENTERLINE ROAD 0 O
EXISTING GRADE AT CENTERLINE ROAD ULO
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.
T
1:1_:TA�k�F W A Sys G'
423
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R-416612
IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
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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 FlELOB001C
(425) 455-2900 P"M
ORMYING NO:
15900 SE EASTGATE WAY. SUITE 300
BELLEVUE, WA 98008 SHEEr=12 OR