HomeMy WebLinkAboutR-421215CONSTRUCTION RECORD
N DRAWING
N THIS CONSTRUCTION RECORD DRAWING IS A COPY
't OF THE APPROVED CONSTRUCTION DRAWINGS
O
3
a
N
E
L
I
00
r7
N
C
i
00
r7
N
1-1
V)
O
O
O
N
W ,-
i7
AS-BUILTS ROAD AND DRAINAGE PLAN AND PROFILE - ABERDEEN AVE NE
OF mmt
i PREPARED BY BARGHAUSEN CONSULTING
O ENGINEERS, INC AND HAS BEEN EDITED TO N LANDING (VAUGHNTRUSTPROPERTY)REFLECT ASBUILT CONDITIONS. THE INFORMATION BRENNO
' PROVIDED ON THESE RECORD DRAWINGS IS A
0 COMBINATION OF THE FIELD SURVEYED INFORMATION 0 10' 20' 40'
Lu AND DOCUMENTED FIELD REVISIONS. EX POWER POLE TO BE REMOVED AND A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M.
OVERHEAD POWER TO BE RELOCATED CITY OF RENTON, KING COUNTY, WASHINGTON
SCALE: 1 "=20'
UNDERGROUND. CONTRACTOR SHALL �n
COORDINATE WITH HOMEOWNER PRIOR TO I < �gIJ'r? ? CB STD GRT ,,, a) I
EX WATER I �� �� r �� I uvrll V PnLI vv I I
CONSTRUCTION AND ALL DISTURBED AREAS ^ ^�� RIM=296.46 - I
�� ✓` rr r ` v`• i AI w .i.i 4i v ll- I V I O W
/"11\L.LIVL I\VTT I `^��V '`r` J `" ^^ SSMH
STUBS I SHALL BE RESTORED TO EXISTING CONDITIONS. 12 ADS E IE=291.51 r�� r %�`'` I Ib_ �= I = SSMH
^ �>LI : ;;,�-•�� EX WATER I r" rr r �.r�,)�^� ^^ ��� PROPOSED POWER POLE FOR OVERHEAD L'- -� a
�I EX WATER �` r�� RIM=302.50 > RIM=304.56' I
METER y�'�;�00 v 12 ADS W IE=291.51
METERS I EX SHRUB �-•�� I ^p;V SERVICE TO -1800 AND -1801 I °� 3� I 8" PVC N IE=290.85' a I N/S/NW CB STD GRT
r,'-�;', +.:°�- I i SS r I I -J r`) I T EX MAILBOXES
PROPOSED UNDERGROUND LIJ TF;C;�;,^ S PRESS.ER 8" PVC S IE=290.69' I I NO INVERTS MEASURED)RIM-305.12
EX OVERHEAD POWER TO BE RELOCATED UNDERGROUND. ( -
I i 2ss•... I -- POWER LINE (TYP) EX DRIVEWAY CONTRACTOR SHALL COORDINATE WITH HOMEOWNER lin` I -,P"� 3 34 90-1n1� CB STD GRT I W I I I 1.2" ADS W IE=301.12'
........ ........... I v EX SIDEWALK I 12"-.ADS
EX WATER
r I___J�,•.. I PRIOR TO CONSTRUCTION AND ALL DISTURBED AREAS -I---- I EX RIM-304.08' Z I i2 •ADS S IE=301.12
- EX R W EX MAILBQX - I METER
-------------L II
I � � II I SHALL BE RESTORED TO EXISTING CONDITIONS � SIDEWALK " - '
SITE MAP KEY PLANNM
T SDMH EX 12" STORM I; R r - I L- -
EX 5 SIDEWALK I
EX WATERDI
--------------�________ -------------------_------:RIM=296.74' __-_ - _ __ 34 LF 12" EX SD _ ___ METERS EX DRIVEWAY \ X DRIVEWAY - .32'
---------- ----------------------
M
SAWCUT EX EOA----------------- _
EX MAILBOXES EX DRIVEWAY '' 12" ADS NE IE=288.79' I EX 12" STORM TO BE -------------- - --- - -,-- ---------- __ _ _ 12 ADS E IE=297.10
- -LINE (TYP) - i . `19 12" ADS W IE=291.19' EXTENDED TO CB_2 �� EX 12 STORM I EX EOA EX FIRE SEWS 12" ADS S IE=297.07',. '-----------
- - # _ X 12 STORM --- ---
-- (ASB) 12" ADS N IE=288.69' ---==SDMH_--T---------------1------ -_- I - - - - HYDRANT -'� 12" ADS W IE=301.19'
- - - r , rr r EX SDMI" *l - - - R ORM
_ INTERSECTION
b STA 28+24.41, 6.98 RT. '' (ASB) 12 ADS S IE=288.69 - RIM=�9G9�' 296.86 - II
EX 8" SEWER '�' 3 BEGIN FRONTAGE IMPROVEMENTS AND I �� STA=10+00.00 ROAD A , STA 30+81.86, 5.11' RT - T - - _S - - - - -STA 31 +69.98, 17.44 RT
I �� 12" ADS SW IE=28C48' rC i 3 ADA RAMP. SEE o o , EX 12 TORM I I
Ix,•, FULL STREET GRIND AND OVERLAY ., I ADA RAMP. SEE STA=30+00.00 ABERDEEN AVE NE ,� END FULL STREET GRIND SAWCUT END FRONTAGE IMPROVEMENTS AND CONNECT
EX 16" WATER ; SHEET 18 FOR ��" TO BE REMOVED 289.40 w SHEET 18 FOR w Lu I AND OVERLAY LINE (TYP)
- `� I ABERDEEN AVE NE `., EX 16 WATER TO EX DRIVEWAY AND END SAWCUT
EX SIGN TO GRADING DETAILS. O w I c� II c l
GRADING DETAILS. - BE REMOVED - - » - - �_ _ 00 EX DRIVEWAY TO ADA RAMP. SEE - - CB STD GRT_ _
' �\�� LF 12" SD , 1 R M )N *COLLECTOR ARTERIAL/NEIGHBORHOOD GREENWAY , 00 `�' BE REMOVED SHEET 18 FOR II RIM=304.96' EX 16" WATER
w--w-w_-_w_-w-w_ w w-w-w-ww w-w-ww-w w-w��xr -w-w- w w w w--w-w EX 6 WATER ` _--_- ---_- I GRADING DETAILS. "
------------------------ --------- _-______________________���=---'------ _ _ ---- --- - - -
-- --- 7-------_________-w �--w-w-w-w w- w-w-w--w-w-w-w- _ -wZ--- _
EX FIRE -- ----- 12 ADS W IE 297.61
* EX OVERHEAD POWER * * '`�............... • �- __ ----------------- --__ ----- ___ -- -- -________�________________________ - ---- -- _ __-- -- --- -- -_--�--�_- w - w - w - w - w- - - w - w - w - w w - w �.w w - w -
w w
HYDRANT ova TO BE RELOCATED I "X' 6 ' 36 LF 12" SID �fr LF 12" SD C-13 PQ 60 LF 12" SD cw w'O Ro 3 \� �� �# I STA 31+51.26� -- - -'EX FIRE . .? E E
W X POWER VO TY CROSSING UNDERGROUND ,gip * I I
P(OH)•... ....P(M).. P(OH)t
P(OH)., P(OH) P(OH) P(OH) PIOP% / °°' °° w 8 ��, I 26.44 RT, HYDRANT.••r :..:r ' POLE ;
• o • �.,H) P(OH) - P(OH) (OH) P H) 1 ( Z CB#2 r P(OHl P(OH� Pam`' •' P(OH) H P OH I ` 1 I' - P(OH)/% P(OH) P(OH) "
P(UG) -I.7 3. p(UG) P(UG P(UG) * P(UG) P(UG) - P(UG) * P(UG) -J / % `� 8 LANDSCAPE�� ) ( ) P(OH) P 0 �Q -� P(0 P( H) - 29 P(OH) P(OH) ) P(OH) �� ►'SOH) P(OH P(0 P(OH) (HO)d• (HO)d •.(HO)�(U I /
' P uc ----- ' P(uc Q IE 12 SD=292.07
n I » �O Psuc------------- --- EX FENCE f 1
P (a - LF 6 PVC DSCAP "
O EX POWER POLE. ADDRELOCATE FIRE HYDRANT' 8 LAN: E r , ( P 8 SS=289.70
GUY WIRE TO POLE 10.3 5 SIDEWALK °' o i ® 3-8fr% fl P Pc5' SIDEWALK---- ---- ' ..... ......... I. (TYP) �`o�
T/
EX WATER TO MIN 18 TO 20 PLAT BOUNDARY YD ° o R I
l �� BEHIND BACK OF CURB ° 4.40% -- PLAT 4�UNDA Y. ___-- 0 -- I II EX R/W - 2 IE 8" W=294.92
EX R W EX WATER METERS .•��•. � o � i RIM=299.39. .. ,
METER
z RESTORE SHOULDER TO EX FENCE - - T t I J EX WATER I *SEPARATION IS LESS
I \ PROPOSED MAILBOX ° IE=296.72 6") LF 6" PVC 5 I �;; =1 NEW LEAD T/P 12 SD=293.82
a _ sr +�E---- - - (UG) > °° P(U) PUG; a a ,� EX POWER BOX
EXISTING CONDITIONS (TYP) w°"' I--"�'c� - P(uc) P(uc) LOCATION. SEE - P P( _ TO BE REMOVED ®2.86% I I I EX OVERHEAD POWER ANCOR
EX FENCE T °_= P(u Pc'- _ u G) __ - uc - I . uc P ) I, I I METERS THAN 1.5 REQUIRES
EX 20' `I �' �. DETAIL ON SHEET 18� ° TO BE RELOCATED
�r PROPOSED UNDERGROUND (NP) �� �i9� a EX POWER POLE TO BE , ' ��c --- u;; GEOFOAM
EASEMENT i REMOVED. POWER AND SERVICES PROPOSED J/ ADA RAMP. SEE EX POWER POLE TO BE I UNDERGROUND
POWER LINE (TYP) EX UNDERGROUND
RI ;F;ARD ;�IAST� �Y 11 ^ 7,. „C'„ ^ S; A ��l �T ^, EX DRIVE WA I _ ry} TO BE RELOCATED UNDERGROUND POWER VAULT SHEET 18 FOR REMOVED. POWER TO BE I III EX 22 Q3 IE 6" W=292.42
IVI/"1h I V L\7/"1-.... I !'1i L-L I VI V . �...: " POWER TYP
^'�"' ::o^ °�_ ALONG PROJECT FRONTAGE. LF 12 SD ( ) I V I T P 8" SD=290.87
I . r...,v- I i �;: ,��> j 4 ;ate , 2sz EX UNDERGROUND I �, - ADA RAMP. SEE c• S GRADING DETAILS. RELOCATED UNDERGROUND ,�Lo� /
Q I �249 �� I.. EASEMENT I EX OH TELECOM TO BE
POWER LINE (TYP) I SHEET 18 FOR ALONG PROJECT FRONTAGE.: ..... I EX GAS *SEPARATION IS LESS
BEARING PAD ® GRADING DETAILS. PROPOSED UNDERGROUND PERMEABLE PAVEMENT PER I dd;; I LINE TYP RELOCATED OVERHEAD THAN 1.5', REQUIRES
EX UNDERGROUND �, ELEVATION (TYP) ��298.30 POWER LINE (TYP) C.O.R. STD. PLAN 261.10 "? 1 i pl "I j ) FROM EX POWER POLE GEOFOAM
TELEPHONE LINE (TYP) I I - EX OVERHEAD POWER 299 20 ro
2-TIER KEYSTONE WALL. \" ■'�'"�' ■ ■ �' ■ ■ �f ■ ■"� ■ �' ■ ■ TO BE REMOVED r d EX OVERHEAD POWER TO BE
EX GAS LINE (TYP) SEE SHEET 12 FOR DETAILS. SEE SHEET 14 FOR CONTINUATION CONFIRMED NO SERVICE IS
PROVIDED FROM LINE AND REMOVED
I"IV VLVV LIV
AND LADDER
PLAN VIEW
CB#2
TYPE II-489
1 ' =2'
KEYNOTE
SPOT ELEVATION AT
0 BACK OF WALK, CENTER
OF DRIVEWAY.
❑S ROAD NAME SIGN AND STOP SIGN
SHALL BE PER STD PLAN 129 AND 137.
QCONTRACTOR SHALL POTHOLE EXISTING UTILITIES
PRIOR TO CONSTRUCTION AND VERIFY EXACT
ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS.
DRAINAGE NOTES:
1. STORM DRAIN (SD) SHALL BE LCPE UNLESS
NOTED OTHERWISE.
NOTE:
EXACT LOCATION AND NUMBER OF SIGNS TO
BE CONFIRMED WITH CITY INSPECTOR PRIOR
TO INSTALLATION OF ALL SIGNS (TYP).
NOTES:
1. CATCH BASIN GRATES TO BE STANDARD LOCKING
VANED GRATES PER COR STD PLAN 204.20
UNLESS OTHERWISE SPECIFIED.
2. CATCH BASIN OFFSETS MEASURED TO CENTER
OF GRATE. NOT CENTER OF STRUCTURE.
3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR
STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO
BE INSTALLED PER COR STD PLAN 201.00
Kf
:A
285
275
w
c�
z
0
rn
rn
o
z
w
M
-
--
-
C V
w
-
-
-
-
- - -
----
-------
2
-
3
EX i"
-VA
I-
-
-
I
I1
"v
- -
TYPE 248
_
-
-
TYPn
n
-
TYPE ,
_
_
„
rr_ r
20
„
„-SY291-..0
EX M
_
SW).
W959
_
VERTICAL
STAm_28+88.+t,-%.S3t-LlI
r r
r
RIM_
"
N
uJ
O
O
Ln
a0
a0
Ln
N
a0
r7
00
c0
(.0 c0
r
r`
�
00
Cn
0)
O
N
r'-)
r7
O
O) O
O
O
0)
O
O
O)
O
O
O
O
O
O
O
O
N
N N
N
N
N
N
N
N
M
�"�
r7
r7
r7
r7
r7
r7
28+OD 29+00 30+00 311-•00
ABERDEEN AVE NE COLLECTOR ARTERIAL/
NEIGHBORHOOD GREENWAY
HORIZ. 1 "=20' - VERT. 1 "=5'
FOUND
MARK
BRASS
DATUM FOUND P NCHMARK rIN�' 2" BRASS DOME IN MONUMENT IN MONUMENT NW CASE I WITH 'Y' AT DISC
116TH ST.
HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11)
NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99
1 I RECORD DRAWINGS AS BUILT
2 REVISION PER COMMENTS DATED
NO.
REVISION
RK
5/4/22
BJT
sr"wE"m�
RK
7/7/23
BJT
DESIGNED:
RK
DRAWN:RK
CHECKM:
BJT
BY
DATE
APPR
APP':wEo:
BJT
CALL BEFORE YOU DIG:
1-800-424-5555
PLAN: 1 "=20' HORIZONTAL-
AD 1 ,M iu:
CITY 0 F
PROF: H 1 "=20' HORIzoNru: NAD gees/1ee1
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
310
TCI
•ly
285
275
O N S/
Al
WAS
O
Ul
o
Z
�20100 41�
F6l
FS STERN
s/DNA L ECG
7/ 7/2023
V
C
�
4)
.E
O
0
�
Ln
C
LJ.I
c
N
N
M
<
00 N
-0
01 N
aIN
1.0
0
�
Lr)
i
i
O
L0
4-7 N
/c�v
W
V
�
r
(1)N
Y 1-t
R-421215 I `r
O
Ln
co
O
O
T
M
H
N
a
J
H
H
IN COMPLIANCE WITH CITY OF KEN I UN STANDARDS �
AS-BUILTS ROAD AND DRAINAGE
PLAN AND PROFILE - ABERDEEN AVE
VAUGHN WPERTY
MAINVUA, LLC
121 3RD AVENUE
KIRKLAND, WA 98033
rr
Lu
0-00
OM
ET
� N
z%0
`
DATE:
7/7/2023
m
ZJ O
FIELDBOOK:
PAGE:
a
J w
DRANNO NO,
U
m
SHEET: 15 OF: w ^L}V