HomeMy WebLinkAbout97-086.10
0
0
U
m
r
w
Q
a
m
It
W
a
0
w
U
m
0
EL
QD to r7
rn ao
0
rn � o
U T
� U
U _ V
U 9
L o w
Ga
LjJ
LLJ
I
Q
N
0
a
0
Q
W
Z
V
V)
0
0
U
Q
a
a
Q
w
a
0
m
z
0
w
0
z
EX. CB 'A', TYPE 1
TOP 23.89 --------- _r------ --- I 1 " o A PORTION OF THE N.E. 1 /4 OF SECTION 18, T23N, R5E, W.M. �g
?. WL 21.59 .... _ - ___- I �d
12 W 1 BOT 18.89. , ; I ; it , RENTON, WASHINGTON
CITY EX. ASP PAVEMENT `i I DESCRIPTION NEW EXISTING
l LB 14 00 �M _ SLOPES TO DRAIN 1 I I I
U'TC `TOWARDS EX. CB "A" ; _ _12 GAiE EX. CHAINLINK STORM SEWER SD -U - -
KEY
n
I -- I FENCE
SANITARY SEWER SS - SS
I P
PAD
EX.
10" W, CITY OF WV FH �F _.__ -- m� '�, X 25.00 �� ROOF DRAIN WATER W NJ -
RENTON MAIN V�� 27 C� PATH ti w O SPOUT FIRE HYDRANT J
WV 1 EX. SURFACE o PM
DRAINAGE P " ---- SAFETY WATER VALVE g
l 26 i 5 N 85'18 00 E
SDMH-96 l + ; _ 25 0 178.47 __--- Ex. SIGN WATER METER
TOP 25.78 1 EX. i - ti -- -� -- 25.33
1 GATE o - 155 DRAINAGE TO BE ROUTED ' tNi CATCH BASIN
FL 17.98 ,. ' AROUND BUILDING. MATCH 2% �M - SEWER MANHOLE
t✓ 25.33 EX. GRADE 0 EASEMENT-
,1 2% (TYP) LINE NEW PAVEMENT 13' (+) - EX. GRADE LIGHT FIXTURE
" i PAVEMENT T � SWALE ' EX. TOE OF
99 LF(t) 8 2 EXIST. PAVE E I ROOF RIDGE LINE ' SLOPE NEW ASPHALT
D.I.P. CL 52 s i SWALE TO REMAIN o I 25.16 PAVEMENT AC PAVING
EX. 8" y - SLOPE NEW ASPHALT o �.
'o(t) 1 0 MIN 2% NEW BOLDING 2, , SLOPE & PAVEMENT SWALE LANDSCAPE
TAXI WAY
ti 25.33 C1 N.T.S.
C1 10,850 SF, F.F. = 25.33 1p CURB
CAUTION UTILITY ` I o k
W/I THIS AREA, I I �o _ - ` �o 13, (t) REMOVE EXIST. AND FIXED BOLLARDS
REPLACE W CONC. SLAB
INSTALL 25 LF - 2% SAWCUT EX. ASP PAVEMENT & "IN-IN(OR PAVING PER CITY OF RENTON STDS
6"� PVC SDR-35 2% (MIN) FENCE - -
' �
SIDE SEWER 2.0% I I 5 RESTORE "IN -KIND". SLOPE NEW �r ) ---
ASP. 0 2% (MIN) MATCH EX. �- ® OWNERS OPTION TO ��'
INSTALL: GRADE &SEAL JOINT ►► II II TRANSITION GRADES & w 375.0 GUARDRAIL
I I / SS C.O. S
25.33 I� JLJII DIRECT RUN-OFF 25.33
25.7 (f) � RUNWAY
II II ti I 13'
N h ALIGN W �,�
x 25.33 �� 25•30 BUILDING APPLICANT LESSEE INFORMATION
EJSIGN 1 I ;o� BEYOND 5 /
SAWCUT EX. EP MR. BRUCE LEVEN
i 0 0 F_ REGRADE P.O. BOX 1877
. 25.20 ROOF DRAIN
•�. PAVEMENT TO SLOPE AUBURN, WA 98071-1877
25.80
STORM WATER SHEET FLOW TO EXIST. SSMH DOWN SPOUT TO NEW SWALE- (425) 222-5522 HANGAR: (206) 948-9922
�� NEW SWALE & IS ROUTED LIFT STA (�) SEAL JOINT
Ex. 12" CONC. I I I �_ PROPOSED
�°' CONTRACTOR SHALL SAWCUT \ AROUND BUILDING AND IS RIM 25.33 BUILDING
CORE &TAP EXIST. SEWER, ! I \! 25.00 EX MATCH EX. GRADEMENT & CONVEYED TO THE TO THE NORTHWEST X. CB "A" FILLED W/WATER 25.33 EX. GRADE LEASE AREA LEGAL DESCRIPTION
VERIFY IE & REPORT TO POE i I. ! 1 TO BE ABANDONED THAT PORTION OF THE NQRTHEEST QUARTER OF SECTION 18,
` % -
ENGINEERING PRIOR TO I I i I N EX. \ I PHASE II - 2 " (MIN _ _ -I i i TOWNSHIP NORTH RANGE 5 EAST W.M. DESCRIBED AS FOLLOWS:
,� INSTALL: '` _ =1 I i COMMENCING AT A POINT 10 FEET NORTHERLY OF THE INTERSECTION
CONSTRUCTION, SAWCUT & �? VAULT CONTRACTOR SHALL " -
I 1 �� 169 LF 8 D.I.P. � ��_N „i= - ,-,
REPLACE EXIST PAVING I I I N, FH LOCATE EX. WATER \ CL 52 I Ss\ ' 111-111- I OF THE WEST MARGIN OF LAKE AVENUE SOUTH (FORMERLY LAKE
1 & RELOCATE AS --INSTALL PAVEMENT STREET) WITH THE CENTERLINE OF AIRPORT WAY SOUTH (FORMERLY
"IN -KIND" PER CITY OF l DIRECTED BY BOENG \ SWALE
RENTON STDS FOR STREET DIXIE AVENUE ACCORDING TO THE PLAT OF RENTON REAL ESTATE
�, I ENGINEERS
CUTS oo 4� \ \ FIRST ADDITION AS RECORDED IN VOLUME 21, PAGE 50, RECORDS OF
hha KING COUNTY, WASHINGTON);
EX. BM #RW-1 \ �h�� EX. ANTI -SIPHON I / 2 TYPICAL BUILDING PAVING SECTION THENCE SOUTH 87' 30' 17" EAST ON A LINE 10 FEET NORTH OF
��. LOOP C1 N.T.S. AND PARALLEL TO THE CENTERLINE OF AIRPORT WAY SOUTH A
EL 27.05 I o' _ WATER AS FOUND ON DISTANCE OF 286.31 FEET TO ITS INTERSECTION NTH THE
1 "OLD" BOEING PLANS. / LIMITS OF �\ SOUTHERLY EXTENSION OF THE CENTERLINE OF THE EXISTING RUNWAY
(UTILITY LOCATE DID k� �� / ( )TYP. LEASE ` OF THE CITY OF RENTON AIRPORT;
ti EX. APRON
oh NOT FIND) �`' �� / �� \ THENCE ALONG SAID RUNWAY CENTERLINE NORTH 04' 49' 43" WEST
EX. VERT SCV VLT I
EX. SCV �' I� EX. SIGN A DISTANCE OF 294.74 FEET TO A POINT REFERRED TO AS RUNWAY
2.5' HIGH r6 ',,�� I _ STATION 0+00;
\,-" - THENCE NORTH 04' 49' 43" WEST A DISTANCE OF 210.27 FEET;
i - - EX. WATER AS wo tip 8313' N 85'1U�17 E THENCE SOUTH 85' 10' 17" WEST A DISTANCE OF 375.00 FEET TO
EX. WM I 00 PICKED -UP BY ° \
<" - -`� � THE TRUE POINT OF BEGINNING;
12 ko UTILITY LOCATE EX. "CITY THENCE SOUTH 85' 18' 00" WEST A DISTANCE OF 178.47 FEET;
SSMHI yh , / WATER \ EX. EMH THENCE SOUTH 05' 04 03 EAST A DISTANCE OF 224.82 FEET;
RIM 25.0 j I THENCE SOUTH 40' 06' 57" EAST A DISTANCE OF 47.48 FEET TO
CB---
i i TOP 124.77 / -�. _ THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS
�26-
INV W 23.07 / �'� - OF 118.81 FE
ET;
LET,
�' il \ ��o _ C, THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 53' 50'
Cg_I BOT 21.77 EX. CITh 0� / EX. SEWER AS
I RENTON WM �% PICKED -UP BY EX. POWER ti `�- - - - _ 24 AN.:ARC DISTANCE OF 111.64 FEET TO A POINT OF TANGENCY;
TOP 24.59 CONC? `�� �� o UTILITY LOCATE - - - - - - - - - THENCE SOUTH 89' 24' 31" EAST A DISTANCE OF 214.37 FEET;
INV E 22.59 -- -------- ---------- /
ho _ _ - - -- - --% - - -- -- -- - -- -- ;� - - - �h X PM / ` THENCE NORTH 28. 10' 41" WEST A DISTANCE OF 179.38 FEET,
INV W 22.69 0 ij - - - - �o �o 04 �o o� %� ,� ° THENCE SOUTH 85' 10 17 WEST A DISTANCE OF 83.13 FEET,
------
BOT 22.09 ;-- L SD ���'� IL do 27 do \ \ I THENCE NORTH 04. 49' 43" WEST A DISTANCE OF 176.29 FEET TO
�6 Ex. (EX. EV o - - - ss i THE TRUE POINT OF BEGINNING.
ry POWER
EX. TEL I tio�h - EX. H/E
I � �
SITE
S
1 1 RENTON
u AIRPORT
N. AIRPORT WAY
T
V)
RENTON W
z
SUNSET gLVD W
(1 �67
S 2ND STREET
S 3RD STREET
VICINITY MAP
NTS
SITE DATA
SITE AREA_.................................................-71,867 SF, 1.65 AC
ZONING.......................................................P-1
OCCUPANCY.................................................
B / S5
CONSTRUCTION ............................... ----------2N
SPRINKLERS ------------- ---------------------------------
----NO
SETBACKS REQUIRED:
FRONT...................................................
30'
SIDE STREET ................................... .------
20'
SIDE---------------------------------------------------.5'
REAR.................................................
_10'
BUILDING AREA (FOOTPRINT)_.........................10,850
S.F. PHASE 1,
3,478 S.F. EXIST.
TOTAL = 14,328 S.F.
ALLOWABLE BUILDING AREA:
BASIC., ............. ...... ...........................
12,000 S.F.
SPRINKLER INCREASE...............................NOT READ.
SETBACK INCREASE.................................NOT
REQD.
ALLOWABLE AREA_.................................-12,000
S.F. (+)
PERCENT SITE COVERAGE ... f. ..........................
19.9% (PHASE I + EXIST.)
PARKING REQUIRED:
OFFICE ..................................................
1 / 300 S.F.
PLANE STORAGE -------------------------------------
1 / PLANE X (12)
TOTAL...................................................24
SPACES
PARKING PROVIDED........................................26 SPACES
PARKING LOT AREA.......................................9,600
S.F.
LANDSCAPING...---.........................................1,260
S.F.
EXISTING IMPERVIOUS.....................................68,000
S.F. (t)
EXISTING UNDEVELOPED AREA .........................
N/A
ALLOWABLE BUILDING
HEIGHT
(DISTANCE FROM q RUNWAY - 250') _ 7
= (388.0' - 250.0')/7
= 19.71% PROPOSED = 19.5' OK
OWNER INFORMATION
CITY OF RENTON
MR. GAIL 0. REED, AIRPORT MANAGER
MUNICIPAL AIRPORT
616 W. PERIMETER ROAD
RENTON, WA 98055
(425) 235-2591
PARCEL NUMBER
072305-9007
\ EX• SOUND I EX. 4 CI ��- UTILITY CONFLICT NOTE:
EX. PAVING / PER BOEING PLANS �
\� (TYP CONC
FLIGHT BUILDING . .)
EX. 60" ' h` U^ NEW FUELING � � � CAUTION:
RC T O R E M /� I N STATION BY \ S I
\ N 40'06'57" W 3, 47 SF OFFICE OTHERS S ` moo. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
47.48 �, OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES
EX. CITY OF AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
EX. PAVING CB -I- ----- __ I RENTON WM
EX. WM_/ EX. 8" I \ TOP 24.77 - THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF
v THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
EX. SIGN -/ INV NW 23.17 I WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS
BOT 22.77
SDMH-G-96 1 I \ t
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR THE
RIM 27.80 i { i + \3S I\ CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
INV W 19.30 13 �` y PROCEEDING WITH CONSTRUCTION.
INV N 18.80 ! I I
WL 19.20
BOT 17.20 CB -I EXIST. i
TOP 26.30 CURB
LEVEN HANGAR FACILITY
CB EX. PAVED PARKING \
EX. SIGN EX. GAS TO REMAIN __ INV E 24.90 X WMH A AIRPORT
FL R = 118.81 EXIST. J BOT 25.00 E \ 243 W. PERIMETER ROAD, MUNICIPAL 0
EX. 12" W \ L1= 53'50'24" WALK ❑ _ l RIM 27.2 RENTON, WA
_ L = 111.64 EXIST. , \ \ \ EX. 6" CONC. CB -I
°°�
EX. 48 - _w_ j_ STRIPING \ \ I TOP 26.5
n EX. 18" I _ EH \ \ \ \ \ INV W 24.6
l� 1 13 \ \
EX. VAULT EX. REBAR & CAP - _ \ \ \ \ \ INV S 24.5
N180123.957 BOT 24.4 SITE /CIVIL PLAN
FIBER OPTIC E1298355.103 _ \ \ ` C\ wV
TOP 27.7 , , :, ` � -' �( � � FH
WV 214.37' N 89 24'31" W
_ WVPOE Eng'ineering,
AIRPORT FRONTAGE ROAD- O I
-- ` Ex. s" CONC.--WV EX. 6" GONG. CIVIL & STRUCTURAL ENGINEERING/CONSULTING
SITE PLAN 400 WEST GOWE STREET, SUITE 310
1"=20' TOP126.7 r KENT WASHINGTON 98032
EX. s" `',
INV E 23.1 EX. REBAR & CAP ._CONC. EX. SIGN (253) 859-5121 / FAX (253) 859-5207
. ``
INV N,S 23.0
BOT 23.0 N180072.151
El298651.078
Inc.