HomeMy WebLinkAboutR-412304SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
z
O
I-
z
LW
w
LL
J
O
0
li
O
I-
s2
N
L.C7
I
N
N
O
N
cfl
N
N
C/)
III
0
0
c
U)
III
SSMH (2563) 72" DROP
ER SECTION RIM=29.77'
3E 5E. W.M. �15" PVC IE 14.80 (E) SS
C IN CASE, CB (2487)W/THRU CURB INLET CB (2752) W/THRU CURB INLET CB 208 Rlly,
DN. 0.5' RIM=27.50' RIM=27.43' RIP 3.09' 8„ nl- /
/ / 12" ADS IE 2 CB 2751 RIM=28.52'
4 17 18) COB. OF WALK IS 4.5'N. 15" ADS IE 24.21 (W)
FND PUN
MARK x 2.0'W�0}1NER �2" AD�S7E�21 (N 19" ADS BRIM=28.14' 12 L VI IE 27.07 (W)
IN 2-1/2" ISK IN 12" AU Z 2443 (E) 12" ADS IE 24. �w, _ CT -- ---- ------ CB �28.20 WLI
" nnc i� n 73 (E) oIM=28.20'
CASE, DN. 0. v CB 753 W _ _ / MH
CASE, IN. RIM- 8.53 W w
W W W W W�1(4/17W W W W W COR. OF WALK IS
SS 12" ADS IE 24.68' (S> _ _ _ - NI 8TH V �S - W --�
w SS $$ S SS SS S$ 5.0'N. xCORNE
134.50' R M=28.60' (!1- - - - - - $$ - - - $� SS- - - - - - - - Ste - . S$- - s 5"PVC IE 19.81(W)
CALC. INTX. 12" ADS IE 24.60 „ _ -
_ _ 5"PVC IE 19.91(SE)
SDMH (2564� 15" ADS IE 2' 7 (W) _'25 MPH' SIGN - -C. INTX.
VAULT VENT S OTHING FUND
4,D 4 D 4„D „D 4>,D \ 0 4"D 4"D 4"D 4"p 4„D 4'D 4°n "N q -
RIM=29.86'
18"IE23.68'S
1F" IC 'JZ FR' C I O
IS 1 S'L
O � • =DGDGE OF CONC
WALK
•nPWR CONT. N.
o n ALK IS 8.7'S.
SDMH 48" (1181 ) BRIM=29.27' OF CORNER
- `
V RIM=32.58' (IE 19.06 PER PLAN) SDMH (2743)
24 �ADS IE 23.08 - IZE VERIFIED) - - RIM=30.28'
24" ADS IE 23.20 S)� /f/� f_�f 24" IE 22.61(N)
PER PLAN
OF _K 'QWEST' TMH
-BUS STOP SHED
I I -BOLTED TRASH CAN
-BUS SCHEDULE SIGN
' CB 1651 j I "D I -FVC HAS
0.9' GUTTER
0
t �]I
® -RIMMINT S.
® 4" PVC IE 26.60 (E)
LOT 5A-2
II
I I � (596,016 S.F.
SDMH (1058) "I-W-S"
' I2 BTM STRUCTURE =24.6
III lM
oEE SHEET Dml oil
Ill
z x P
I I
o I i _ �� SDMH (161( I II
RIM=29.3 I'
z 2WEST IS CAPPE4" CONC (N-`.
"C
CTR CHNNL IE 24.E
® EDGE OF ASPHALT-D
Z II II BURIED AND IN I I`
nl�-RFPoI
tII
IS U.y 5. x U.b L. OF UUKNL
(/7
17 DBL SW'
Ll
Li
FLIN1.L JLIN J.
\_CB 2411
RIM=29.4- I I
D'D
I
Cn
AD "D
D
.-'A(D THE B ING CO.
IE 13.63(K S89°01'29
I (NOT A PART) 42.0
I I 'QWEST' MH I I RCOMM VLT'
SSMH (1982) ARROW S
METRO SEWER'
RIM-30.81' I Cl)
C8�,1535) AKA-370 STUB 2-4" PVC-,
RIM=29.02' 2-2" PVC
TBM-A
ELEV=30.81' I
LOST SIG. '� �FOPM CONT.'SX I '
T zEmolt
� El x F F
YD PUMP STA. CI BURIED ASPHALT - f
YD 12",20"CT `CIS -REPAIR
t"A
W W S 0.75'HIGH 12"CT u�i to D 1 C
_ -- - - TO K J ERVICE' Tr I C PAD
W/METAL ROOF
J
r
0 25 50 100
r
SCALE: 1 inch = 50 ft. M
N
lie
Q
Q
40
C6
r
a
J
CN
Q
Cq
Q
O
1
r
lirA
"'I"lX 1 a
-'ITP I CIVIL
11235 s.e. 6th street suite 150
bellevue, wa 98004
t: 425.453.9501 I f: 425-453-8208
www.navixeng.com
�LI BABE l
v R� (3l; WASgI*,
itally sign
y nelle T flin
Date:
2022.09.3
418726:28:43-0
m
- PARKING GARAGE CAPPED, ENGINEERS CONSTRUCTION RECORD CERTIFICATION
COB. IS 2.4'S. OF LN. N. FACE CONC. WALL SW COB. E. END N. FACE CAPPED
CV 18,18C /
ICVJ -ICV < ""W PARKING RAMP S. CLFNC 6" CONC WALL TO GATE
MOTOR -CV C IN LI ES PV W/ H LID 6 S 3.7'E. END CLFNCS. OF LN. IS 1.0'S. OF LN. S 0.5'E. yy/1' CONC. LIP N.
N I 0 64 OF CORNER THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
RI =2 .41 FIND 'X' IN CONC. W/LATH INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
R O ____ __.. 8) �E " m ((I ((�� NE CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR Z
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q
NAVIX CERTIFICATION Q
R-412304 BY O
IN COMPLIANCE WITH CITY OF RENTON STANDARDS V
W
2 RECORD DRAWINGS
O 2 RECORD DRAWINGS
�Q 1 RECORD DRAWINGS
e
NO. REVISION
SURVEYED:
Z.NALL
DESIGNED:
J.GREEN
NAVIX
09.29.22
JET
NAVIX
06.10.22
JET
DRAWN:
J.GREEN
NAVIX
05.17.22
JET
CHECKED:
J.TAFLIN
BY
DATE
APPR
APPROVED:
J.TAFLIN
i
z
O
H
z
NW
w
SCALE. VERTICAL: AD 1 83/1 ARCO/M U RRAY DA�.09.26.2022 J
HORIZONTAL: NAD 1983/1991 CITY OF ® TOPGOLF RENTON FIELDBOOK:
RENTON 780 LOGAN AVENUE NORTH PAGE: 0
ONE INCH DATUM � DRAWING N0:
AT FULL SCALE RENTON WA 98057 D-1.0 a
IF NOT ONE INCH Planning/Building/Public Works Dept.
SCALE ACCORDINGLY OVERALL DEMOLITION PLAN SHEET: 04 OF: 82 O