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1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM,
°
478A-18
478
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SO R POWERE
WELL BO
L\\= 1 4
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NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL
\
o.
RIM: 19.01 / No_i
p
DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29).
r
I (S) = 17.15 (8" SLOT DRAIN)-
DO U LE SIGN
WAT R
LID
VLT
18.72
Ut
TOP 18.9 AIR LT
\ W
VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN
IE () ( W = 17.15 8" DI 80
E
=
LID 19.97
/
VERTICAL DATUM 1988 (NAVD88) =NGVD29 + 3.60 FEET.
OT 14.9
"�5r�6.1A
3.7'
3.7' INNE DIMENSION
4.5' 4.5' IN
EN ON
\\
\
'\CONDUI
\ \
WATER STEA VLT
/
2.7' D
LID - 1 801
#
'
2.0 LID
- 14678
\\
r
O
/
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS,
1
El 21 LF 8" SLOT DRAIN '
ID = 19.25 q" Dip
WATER
EVEL = 14 32
\ ATER EVEL =
19. 7
ZO
COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY
i
IE=17.15
12792
SUMP
12.82
SUMP = 14.47
\
/ I
EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL
i /
SLOPE=0.00% W
F
1 WTR PIPE I.E.= 16.2
8" STM PIPE I. = 17.25
WATER LT
ID = 1 .91
1
1
�\ Q 6'� \
\
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O
/
GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL
BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE
WA R LEVEL = 15.75 .5' NNER DI ENSION 1 O OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR
No.73� �P \ - 3 SUM = 15.25 _ X 2. -1 677 \\ \ o �� COMPLETION OF CONSTRUCTION.
D N TO � ' ' \ I . = 16.21
1 \ A ER LEV L - 6. 1 \ �O 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND,
VLT U = \ ENTRY �UTILID R A ABBREVIATIONS, AND GENERAL NOTES.
M501-6B \ \ ° LID 19.98
5��ti. ♦ \ v ° 4.5' 4 DI ENSION \ \ \ / /� 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A
6"r�R THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL
2.8' LI - 1 676 v \ W
F \ HaW AIR A>b 1 1D \\ �O AND GRADING INFORMATION.
WATER EVEL TOP 010 SE� / / O r
♦ \ _ -_ _ ® NKN_ 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH
OWN M SUMP - 15 /
LT ♦ 19.4o�9 _ - L = 20.01 IRE VA LT "F �PP� v� 6'`� / ,// C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL.
L D �' - .0 F♦ \ AM
5H \\\ 1. 5' DI LID - #1 675 P F v�
# 27 %� _ CO �` // 6. SEE UTILITY DETAIL PLAN SHEETS M501-1 A THROUGH M501-1 D
W TER LEVEL = 18.05 _ -'� F \\ \\ \\\ WATER VLT 1
SU P - 15.85 . - = - �` Cp \ LID = 19.92 MO FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS.
2"S R O \ \ 2.0' X 2.0' SOLID LID #14679 _ P `� ° / ,' / 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT
® O FEATURES, AND SIGN IMPROVEMENT DETAIL.
WATER VLT (4) S c�
�'\% ANDO D BANK PER ELECTRICAL DRAWINGS: �0 FW
C al\600-dwgs 'al\Elec\13800v\UNDERGROUND\E500R. \ `
� '/ \ 8' TAoLL�7RAILER
WATER/S � \ '��
9 SP '� BOD 4 ER _ _ 4PF� � i �� � E � b8 ,q ° O
v LID = 1 \\ TOP OF L S,''�
0. NA. Ov #12791 \\\ M� P����
® CW 6, ♦♦ BOLTS STUCK M
�d , ;���8 IN /LION F
�r 4"C CW� 50. .S� �, ♦ UNABLE TO OP��\ _ SHE
0
3Z Z Pipe No. 479 O \\�FM �'' / %d ' '1�$�cv ' PO
C CB -I
4C-02 TOP 19.6 tep PB \ yps ♦ M� X / / RIMS = 20. \ 0" EEL C
-03 SS LIFT STA. INV S 16.2 CO ♦ d `n 7.0 X 7.0 NNER DIME / O ° TOP OF CAS 38
SS LIFT TA. RIM 21.86 FL 15.4 u,v,,�'-��' 6" DIA LID /
50.0 WET WEL INV W 9.8t c> O V ♦.0 d� \ TER = 11.15 O ��
No. 481 RIM 19.1 SSMH ♦ PAVED PARKING E
w CB -I RIM = 19.71 ��%� z �
� 50.6 \ LA DER ON (S WALL ,
�I TOP 19.20 48 DIA tAktRE - TYPE 2
UI INV W 18.40 24" DIA LID - #13329
INV E 17.90 12" DIP (SW)
I.E. = 12.21 O / 'F ' NII
w BOT 16.5 6" DIP (NW)I.E. = 12.21 50.1 x a \\ r� \ / I DXE HO /
WATER LEVEL = 10.71 a L M H 1 G ��» \ �, AIR AT NDON
Cn LADDER ON (N) WALL O \ h'PS W
LWL_II
VI
z
O
Q
z_
�I
z
CD
CD
,;o,n
/ _
CB 479 PMH APR
ER A 10
I = 19.53 \ PSPL \ / O ( I -
DIA STRUCTURE - TYPE 2 RIM 21.0 \ �� IA 627 P
X 2.0' LID - #19800 0
L
BRICK CONSTRUCTION 0 _)P'
L CP (E) I.E. = 15.08
1 P (NW) I.E. = 14.98
SQ F� 2' (SW) I.. = 1943 LLJ MH-G �\ / / ��O TE
�+ RIIM 21.1 R
�Z n O \ /
BUILDING 4-17
O SDMH-G-�8 ABAN 2SJ / SFM 0 Q�0 I W 4L) 14 0 5
RIM 21.2 17
c> INV S 17.4 '' �`3 / 1� I I TO
INV N 17.0 E 6J �� / 0 ? � / RT 2,6 /
S-
401405
6, \ �� POINT OF ITC
O \ CO O
E KEY PLAN
G �� W LT 3 SCALE NONE
\ /ci
PAVED PARKING P 2 = 24. & 2 6 A B C D E F G H J K L
IT
S C 10
C I C11
\ / / C12 o
/Ty
SEWER HOLE C13 °
\\ / `bj C14 -
cr �\ OS �` CAU ONCONC / �� �� I C15
Ci
C 17
\ \ S R / ' C18 r
No. 479A \\ RING � C19 0
CB -I \ / / WAT R VALVE I C20 0
TOP 1" BELOW / ;'�R02-5 / // BANDONED I C21
ADJACENT UTILIDOR. \
00= / /;' RIM 27.98 ,' �� C22
INV INS C23 0 ��
C24 t i
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C25
C26
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a' o / �$ // y �G C27
6 \ , 'v C28
3/4"CO-T C29
PRD �I C30
44jR-401440
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�N P. THIS ACCEPTABILITY
CHECKED HL 10/09/18 PARTIAL SITE UTILITIES PLAN C180242 U 10/09/18
U MITIGATION HANGAR C180242 ABAM SPT 10/09/18 - AS -BUILT -INCORPORATE REVISION P WS 01/28/15 T� SPT 10/09/18 SHEET
w of WAsx�� G SPECIFICATION IS APPROVED
T CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12/01/17 Q PARTS MOVEMENT ROAD - RECORD W1855883 ABAM 04/03/15 ® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10 09 18 TITLE MITIGATION HANGAR
- ff"A,��CHECKED C14F C31
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INCORPORATE REV I TO DRAWING WS DBS 02/08/18 R 737 MAX DUCT BANK RECORD W1759198 ABAM 04/15/15 RENTON SITE 31271 ° � APPROVED K Iv I Iv J I JOB N0. COMP NO.
N REPLACE UNDGRND CHILLED WATER LINES TO 4-21 W1716695 ABAM 07/30/14 S 737 MAX DUCT BANK - RECORD W1759198 ABAM 10/31 /15 SSI c STVRV_ C 180242
ONAL 6
P 737 MAX DUCT BANK - RECORD W1759198 ABAM 07/31/14 - RENTON AS-BUILTS W5365113-34353 KPFF KPFF 01/15/18 APPROVED CIVIL MASTER SITE RENTON, NIA Dwc No. RTN-YD-14F