HomeMy WebLinkAboutR-406804A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
° RIM.'21.00
iF(NW)4'PVC20.01 ti i <<�>� \ /
O BTM.17.56 : � � \x
R/CB 27.98 \jL N
� 6M.•21.80 CB
"N`�p ti o � �
lE(SE)4'PUC.'19.63 HVAC R/M.21.74 0 \ \ o BLRU \ O
aka' /F(NE)6 CP:20.03 > I- SEE C-3� 1 FOR PRO O
I � lE(NE)8'PUC:18.82 �� 22.41
O 1E(SW)8'PVC.•18.80 , lE(SW)6'CP.19.93 �> 22.5s i
CB 8TY=18.60 BIM.•18.52 a n \ \ ATER WNE WITH P r
o ORDIfATE WITH Cl V
TI ING OF CONNECTIO
R/M.22.01 21.58 ti..
ti m NATER. SHUT OFF:
0 /E(SW)8'PLAST1C,8.86 4 P o" $ i y�
Ll.l /E(N8'PUC.18. i h ti
IE(iV8'PVC.•18.71
PSE STANDARD SECURITY P
ti SO BT . B TYPE J �B �-
ti FENCE ALONG INTERIOR SITE �9.. _
♦ < \g1 LIMIT. SEE DETAIL R/M23.90
1 �n lE(Nf)4`lP22.45. ..
gn eo ti5 77
` 1"1 . 5" CPfP lti' C�4_1�1 /E(NW)6'Pl�C:22.15 :
z 5� IE E� ff PVC �p 0 -BTM•20.64 -
O
(%) INLET PROTECTION (TYP) d' INLET PROTECTION
z F HV• SEE DETAIL �', �8
`� ,� (TYP) SEE DETAIL
C-110 \ sQ g \' CCU SAG ELEV
w ` 1 SION PRO ECT
f ti o o PROPANE TANK
ED AT : lh
X :. TIME -OF SURVEY. ;
ti
w Jrn VN iq6 1ry .&RE ELEE/A7TON,'5691': OW
COL �,0 .CB
UILT BY T
ti 1-STORY STEEL 27sz /E ... :20. i4 o - E ONLY.
w ` BLDG 1580E SO <<
o RD )6 CP:20:0.4 -
\ ` o z1��
\ �, lllg\. ., .. � : lE(NW)6'Pt/C.•20.04
�.. lE(NE)6'FtiC..20.04
Q y �O REMOVE EX CURB N
o O�' BTM'1854
00
WIRE -ELEPTION.'84.75'
a
� < ` ` �s TIE CONSTRUCTION GATE INTO EX FENCE. TO BE r� 0�� -. REMOVE -EX: O
REMOVED AT CONSTRUCTION COMPLETION OR g2 ASPHALfi
AS CONSTRUCTION REQUIRES-
A� o .\ JUNIn(J4 W LUNG)
0 ��\�� ��� RlM2 L 81 0 ti
N lE(SW)8'4DS:19.12 ASPH ti REMOVE EX
r N A o o o a x FENCE (TYP)
�_ c .\ ` IF(NE)8'lP ELBOW' 19.1,
N RTd l 1 R �F
PROTECT EX Ns \ \ v� REMOVE EX
LU 4" GAS LINE CATCH BASIN
J
` REMOVE 6 CP SD LINE AND CAP
Wx
0 = R\Dp� ,/� REMOVE EX FENCE
() PROTECT EX 12"� AFTER PSE FENCE :. CB
STORM LINE 5p RIM.•21.13 -i
U J ` IS INSTALLED / b ASPH O d
W 1E(SW)8'CP:19.77 WIRE ELEV4TLON..46:91
PROTECT EX DRIVEWAY o \ / RrM21.93 gy \P REMOVE EX FENCE BTU- 19.15
N
N lE(SE)6ADS: pjEp AFTER PSE FENCE IS WOOD PP
(may lE(s nG"nil ppNNEp�F PROTECT EX
INSTALLED (TYP) ELEVATION OF TOP WIRE. 50.8'
Q o N B / Epp P�pN CB ELEVATION OF BOTTOM WIRE. 50.1' FENCE (TYP)
W REMOVE EX CURB �=o ` / CB R/M.20.82 :�� C8 PROTECT EX
/E(SE)4'lP:19.67
R1M20.88 EX CB TYPE l R/M�1.27.. '` POWER POLE
Z REMOVE EX SIDEWALK S lE(SE)6'PUC.19.53 W/ SOLID LOCKING LID F�w)8 CP.19.41 lE(E)fi P{rC2D.27 TO REMAIN ELEVATION OF TOP WIRE.- 51.6
IE(NW)6'CP:19.19 9TM.-I9.37 ) r- (P r_r- P r-r� . ELEVATION OF BOTTOM WIRE 50.6
PROTECT EX CB TO REMAIN o o . <RIM 22,10 BTM'19.52 : 1 01�'�1 ) . -. ( ).. (P};-) F_r=(P) i r=(P}.r� �- _ _
�►- IE(NE)6 PVC 19.13 /E 18.05 NE 15" CF
SAWCUT AND i 11 :.
Z s� IE(SW)12 ADS• 18.88 /E 18.20 SW 15" CF
PROTECT EX WATER VALVES \ :1 • lF 18.00 N 18" r.P REMOVE EX �,,%�/ .
6• -
(� ASPHALT (TYP) ,i, REMOVE EXUTILITY
o. :
SERVICE POLE : REMOVE EX
o R/M.21.12 111 8 SECURITY
IE(SE)6'CP:19.081i FENCE (TYP) FENCE
\ ? lENE8ADS 19.02 sl � PI
" ON 1-`l1 REMOVE EX OVERHEAD
\ a BTM.17.51� CB II�I� N. .
INLET PROTECTION RIM.•21.83 ll1_1_' pP�E U... POWER, COORDINATE
(TYP) SEE DETAIL 1F(NW)4'PVC ELBOW.20.7 1 -` � RELOCATION WITH PSE
\ o EX CB 1 pC� PE 1 o �TM.18.38
RIM 22.1�1�-<11 REMOVE EX OVERHEAD
Sp < o IE 19.o0 NE 15" CPEP I-�11�1 POWER AND TELEPHONE, PROTECT EX
POWER
IE 19.00 S 6" PVC ��1�'1/ COORDINATE RELOCATION TO REMAOLE
WITH PSE AND OTHER o ..,
REMOVE (3) EX ` h �111, UTILTY PROVIDERS.•�1.ao: m
C BOLLARDS
6" DOMESTIC WATER METER a a. ' �S' REMOVE EX .
COR STD PLAN 320.4 W/ ASPHALT _k
PROTECT WATER METER
-Aa
VAULT AND WATER SERVICE
PROTECT EX POWER POLE
GAS LINE INFRASTRUCTURE ce - EGEVArioN.oF.roP WIRE
PROTECT EX a o . R1M.21.80 . ELEVATION.OF BOTlOh1 WIRE.°:64.7'' J
REMOVE EX FIRE HYDRANT AND - . t cn
CONCRETE ! IENW 8 CP 19.61 ABANDON PIPE IfV'PLACE, REMOVE _
TEL LINE o :..
GATE VALVE, INSTALL 6 BLIND :'IE(SE)
SLAB )
12AQS•19.05 PIPE CONFLICTS WITH
PROTECT EX G N a ... .. _. -- :... � �. . � ..
FLANGE ON EXISTING TEE. a BTM:1775. J:
ELEC L LINE
PROPOSED INFRA o
SALVAGE EX ANGLE IRON TO BE RESTORED
PROTECT EX
ON PROPOSED CONCRETE PAD a GRAVEL
WATERLINE ABANDONPIPE IN PLACE. -REMOVE . : § �.
-
REMOVE REINFORCED HEAVY DUTY 1 N pS .. ���`'- c
WHERE PIPE CONFLICTS WITH.
CONCRETE SLAB ON GRADE a�. r
G24VEL PROPOSED. INFRASTRtJ.C.TURE TYPj�( r -
llWl - -. -. . SD . CUT AND TEMP CAP R/M•2176 J
o 008`CP.•19.31
. 1
EX STORM PIPE .
�S._ lE NE `CP.- 19.22
o a o SEE SHEET C-201 O
o a 22 93 `v -
:. ....S 19 22
IT _ FOR NEW STORM lE(NW)12"4D
LIMIT LIMIT BTU..17.43 END SILT FENCE
P ST. CONNECTION
START SILT FENCE-- ..P.ROTECT EX :.. SEE DETAIL 3 J_
N a " C' 110
o SEE DETAIL CB TO REMAIN SILT FENCE
3
o-
3.
_ C.110 C-110
SEE DETAIL
LIMIT LIMIT LIMIT LIM
8'CLF W/ BARBED WIRE
J
Z
6
ADDRESS: 737 L OGAN AVEN ��
�z� p
m E 2�; W�W m OWNER: THE BOEING COMPANY J -
Legend w
' - - SAWCUT LINE TEMPORARY CONSTRUCTION GATE 0 0 0 0 FILTER FABRIC FENCING R 4 O 6 8 O 4
X
REMOVE CURBING INLET PROTECTION -TTDEMO TELCOM SERVICE w
INCLUDE INLET PROTECTION ON IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ll.l
O 10 20 40 REMOVE ASPHALT PAVEMENT TREE PROTECTION r-( P)r-r-( P)r-r-( P)r-r-( P)r DEMO OVERHEAD POWER ALL NEW CB'S ONCE INSTALLED CONSTRUCTION RECORD DRAWING >
REMOVE CONCRETE PAVEMENT LIMIT LIMITS OF CONSTRUCTION AND FUNCTIONING This construction record drawing is a copy of a cad file prepared by Q
SCALE 1 II-201 COUGHLIN PORTER LUNDEEN and has been edited to reflect field
DEMOLISH BUILDING PSE STANDARD SECURITY FENCING verified invert and rim elevations of the storm, sanitary sewer and water
Call before you main systems. Field verified invert and rim elevations were obtained by
REMOVE TREE(S) KLB CONSTRUCTION IN JUNE 2022 Q
PSE STANDARD SECURITY FENCING D J g. 8-1-1 The on -site private storm drainage facilities and public/private water and
B. B DEMO FENCING & LIMITS OF CONSTRUCTION or 1-800-424-5555 sewer systems were installed in accordance with the approved plans and
WA Ro AREAS OF OVERLAP UNDERGROUND the documented field revisions and function as intended.
B�� SERVICE USA
SURVEYED: SCALE: DATE:
y RECORD DRAWINGS 07 08 22 TRS HORIZONTAL: NAD 1983/1991 04 30 2021
VERTICAL: NAVD 1988 ' CITY OF PARK AVENUE NORTH EXTENSION / / �
VTENW DESIGNED: AS SHOWN
COUGHLINPORTERLUNDEEN RAG RENTON, WASHINGTON PAGE: OK:
try Transportation Engineering NorthWest RENTON PAGE' �
33�08 9 � P g g STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN:
ICI STOYL �� Transportation Planning I Design I Traffic Impact & Operations PRW ONE INCH DATUM BSB Planning/Building/Public Works Dept. DEMOLITION AND TESC PLAN C-101
DRAWING NO:
CHECKED: 11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747 801 SECOND AVENUE, SUITE 900 (206) 343-0460 AT FULL SCALE
SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 4 OF:30 0
O
Phone: 425-250-5004