HomeMy WebLinkAbout93D1284COVER SHEET
PARK 277
INCLUDING OFFSITE ROAD IMPROVEMENTS FOR 52nd STREET N.W. & 44th STREET N.W.
INDEX TO SHEETS
SECTION 36, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.
C1-25
COVER SHEET
C2-25
SITE PLAN
C3-25
GRADING & STORM DRAINAGE PLAN (SOUTHWEST PORTION)
C4-25
GRADING & STORM DRAINAGE PLAN (NORTHWEST PORTION)
C5-25
WATER & SEWER PLAN (SOUTHWEST PORTION)
C6-25
WATER & SEWER PLAN (NORTHWEST PORTION)
C7-25
"F" STREET N.W. PLAN & PROFILE
C8-25
"r' STREET N.W. PLAN & PROFILE
C9-25
"r' STREET N.W. PLAN & PROFILE
C10-25
"r' STREET N.W. PLAN & PROFILE
Cll-25
"F' STREET N.W. PLAN & PROFILE
C12-25
"r' STREET N.W. SECTION AND SITE CROSS SECTIONS
C13-25
SITE CROSS -SECTIONS
C14-25
POND CROSS -SECTIONS
C15-25
POND CROSS SECTIONS
C16-25
UNION PACIFIC R.R. DITCH CROSS -SECTIONS
C17-25
UNION PACIFIC R.R. DITCH CROSS -SECTIONS
C18-25
DETAILS AND NOTES
C19-25
52nd STREET N.W. WATER & SAN. SEWER EXTENSION
C20-25
52nd STREET N.W. WATER & SAN. SEWER EXTENSION
C21-25
52nd STREET N.W. WATER & SAN. SEWER EXTENSION
C22-25
44th STREET N.W. ROADWAY AND DRAINAGE PLAN/PROFILE
C23-25
44th STREET N.W. ROADWAY AND DRAINAGE PLAN/PROFILE
C24-25
44th STREET N.W. ROADWAY AND DRAINAGE PLAN/PROFILE
C25-25
OFFSITE ROAD IMPROVEMENTS SECTIONS AND DETAILS
S1-S3 OFFSITE, 52nd STREET N.W. SIGNAL PLAN
1-1 ACCESS AND DRAINAGE EASEMENT EXHIBIT
1-1 WATER EASEMENT EXHIBIT
SITE DATA
BUILDINGS SUBMITTED UNDER THIS PERMIT: 4, 5, 6. 7 & 8
ZONE: M1 (Light Industrial)
OCCUPANCY: 8 - 2
CONSTRUCTION TYPE: III N sprinklered
SEPARATION: 4 sides unlimited area
LOT COVERAGE: 39.0%
SET BACKS: Front 20 ft. side int. = 0, side strt. = 20 ft, rear = 0
LANDSCAPE: Front 10 ft. side int. = 0, side strt. = 10 ft, rear = 0
BUILDING AREA
#4
176,488
SF
#5
86,208
SF
#6
157,824
SF
#7
160,020
SF
#8
160. 020
SF
TOTAL:
739,560
SF
REQUIRED PARKING
OFFICE : 1
STALL/250 SF
WAREHOUSE (20,000 - 100,000 SF): 1
STALL/2500 SF
TOTAL
WAREHOUSE (OVER 100,000 SF): 1
STALL/3000 SF
BARRIER
PARKING
ANALYSIS
TOTAL
FREE
ENERGY
CODE
BUILDING W
OFFICE
.WAREHOUSE
STALLS
REQUIRED
STALLS
REQUIRED
1. Unheated building at this time (49' or
less)
2. No insulation
#4
8.774 SF
166,714 SF
91
4
3. Warehouse lighting - 0.7 watts per SF
35
56
4. Site lighting per code
#5
4,310 SF
81,898 SF
51
3
18
33
SPECIAL INSPECTIONS
#6
7,890 SF
149,934 SF
Bz
a
50
32
(PER 1988 UBC SEC. 308)
#7
8,000 SF
152,020 SF
83
4
51
32
1. Concrete over F'c 2500 PSF
#8
8.000 SF
152,020 SF
BB
3
2. Placement of reinforcing steel
32
51
3. Anchor bolt placement
TOTAL:
M
14
4. Welding or rebor and steel in field
5. All fabricators shall be approved by
City
or shop inspections will be required
AUBURN, WASHINGTON
r
3
i
VICINITY MAP
TOTAL
STALLS
PROVIDED
93
54
104
84
B4
M
NW
SITE
ui
URN
NOTE: PRIOR TO OCCUPANCY PERMIT, DEVELOPER SHALL EXECUTE ITEM 23, 24 AND 25
AS PER SEPA 003810039-89R AND PER THE FOLLOWING CONDITIONS:
1. OFF -SITE IMPROVEMENT IS REQUIRED TO PROVIDE ADEQUATE SECONDARY AND
EMERGENCY ACCESS TO THE SITE. FRONTAGE ROAD (AKA 72ND AVENUE SOUTH) MUST
BE IMPROVED TO 24 FEET WIDTH AND THE STRUCTURAL INTEGRITY OF THE ROAD
INVESTIGATED REPAIRED AS NECESSARY AS DIRECTED BY CITY OF AUBURN OFFICIAL..
2. THE DESIGN AND CONSTRUCTION OF A RAIL GRADE CROSSING SIGNAL WITH GATES AND
UPGRADED SURFACE WILL BE REQUIRED AT THE 44TH STREET NORTHWEST CROSSING
OF THE UNION PACIFIC RAILROAD. A PAYBACK AGREEMENT MAY BE INITIATED BY THE
DEVELOPER TO SHARE THE COST OF THIS IMPROVEMENT WITH PROPERTIES LOCATED
BETWEEN 37TH STREET NORTHWEST AND 52ND STREET NORTHWEST AND BETWEEN SR
167 AND THE BURLINGTON NORTHERN RAILROAD LINE. (THIS Ta ae cm Anal wns
rNc w.w ).
3. THE PROPONENT SHALL SUBMIT A TRANSPORTATION MANAGEMENT PLAN TO REVIEW
AND APPROVAL BY THE AUBURN PUBLIC WORKS DIRECTOR PRIOR TO THE ISSUANCE OF
OCCUPANCY PERMITS FOR THE DEVELOPMENT THE PLAN SHALL BE COORDINATED
BETWEEN THE PROPONENT. THE CITY AND METRO SHALL ENCOMPASS BOTH PHASES OF
THE PROPOSED DEVELOPMENT.
LEGAL DESCRIPTION
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THAT portion of the William A. Cox donation land claim in Section 35, Township 22 North, Range �;;w
4 East, W.M., lying West of the Northern Pacific Railway right-of-way and East of the Chicago. \\ 8 m
+n
EXCEPT THAT portion conveyed to King County for South 285th Street by deed under King County F
Recording No. 859519. - g
And except that portion conveyed to King County for South 277th Street recorded under King
County Recording No. 4714893.
Situate in the City of Auburn, County of King, State of Washington
SURVEY DATA
BEARINGS:
REFER TO CITY OF AUBURN DATA BASED ON THE WEST LINE OF SECTION 36. TOWNSHIP 22
NORTH, RANGE 4 EAST, W.M., BEARING NORTH 7 12' 51" EAST.
ELEVATIONS:
REFER TO CITY OF AUBURN DATA, BASED ON BENCHMARK "20—FF TOP OF RAILROAD SPIKE IN
THE EAST SIDE OF POWER POLE NO. 27801 AT THE SOUTHWEST CORNER OF BOTH AVENUE
SOUTH AND SOUTH 278TH STREET, ELEVATION = 45.58.
LOT AREA = 84.4 AC.
ZONE: LIGHT INDUSTRIAL
SITE ADDRESS: PROJECT SITE LOCATED ON THE SOUTH SIDE OF 52nd STREET N.W. (SOUTH
277th ST.) BETWEEN THE UNION PACIFIC RAILROAD AND THE BURLNGTON
NORTHERN RAILROAD RIGHT-OF-WAY. THE SOUTHERN BOUNDARY OF THE
SITE IS 44th ST. N.W. (SOUTH 25th STREET).
NOTE: ALL RAMPS SHALL HAVE ADVANCE WARNING TACTILE GROOVING
PER WASH. STATE BARRIER FREE CODE, THE AMERICANS WITH
DISIBILITIES ACT (ADA). AND CITY OF AUBURN REQUIREMENTS.
MAXIMUM SLOPE OF 2% IN ACCESSIBLE PARKING SPACES &
ACCESSIBLE A.SILES.
STANDARD PARKING STALLS ARE 9' WIDE X
19' LONG (OR 17' LONG W/ 2' OVERHANG)
COMPACT PARKING STALLS ARE 8' WIDE X
17' LONG (OR 15' LONG W/ 2' OVERHANG)
ACCESSIBLE SPACE REQUIREMENTS
DISABLED SPACE: 2% UP TO 1000 SPACES
20+ 1:100 AFTER 1000
VAN ACCESSIBLE: 1:8 REQUIRED DISABLED
SPACE.
RAMP 1:12 SLOPE MAX.
WALK /
12'xlT SIGN W/
INTERNATIONAL
SYMBOL OF ACCESS
4' ABOVE GRADE
(TYP)
P.C. P.C.
INTERNATIONAL SYMBOL
OF ACCESS PAINTED
ON PAVING.
(TYP)
PHYSICALLY CHALLENGED PARKING STALL
FAC-0032-92
BLD-0525-92
OPA-0021-91
/ SEP-003810039-89R
m THESE PLANS ARE "A ff FOR
CONFORMANCE THE HE CITY Of AUBURN
ENGINEERING DMSISIONS REQUIREMENTS
Approved By: �� -^'+� Lida
� A,y
Date Approved:
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PARK 277 - SITE PLAN
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160,020 S.F.
84 STALLS
FUTURE
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77,184 S.F.
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77,184 S.F. j 1WET
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T6 REMAN DiBTURSfED y 313m
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300,864 F.
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192' 25-
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Curve ID #
Delta
Radius
Arc Length
Tangent
Chord
1D
29041'02"
300.00
155.42
79.50
153.69
20
30*49'14•'
300.00
161.38
82.69
159.44
Q3
24'10'04•'
300.00
126.54
64.23
125.61
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25'30'00"
300.00
133.52
67.83
132.42
BURLINGTON NORTHERN RAILROAD
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SM. SEWER EASEMENT
@@ REC. NO. 7511120652
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129,600 S.F.
S 0055'55' W 229.87' 1 1
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F RE SPUR TRACKS
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FAC-0032-92
BLD-0525-92
GRA-0021-91
SEP-003810039-89R
THESE PUNS ARE 'APPROVED" FOR
CONFORMANCE WRH THE CITY OF AUBURN
ENGINEERING DIVISION'S REQUIREMENTS
Approved By: f.JJ.rE.r'p-J-� _13XL
Date Approved: � '�
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ACCESS AND §"s �iR:���-�-- PACIFIC w/41P R F OUT- 1 5TRUGTURE NO. 2 ^- RR
DRAINAGE EASEMENT / F4LL PER DETAIL & FALL PER DETAIL k SEE SHi. 18
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PAVED FRANC ON 42 > o
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INSTALL ROCKS "� DE. (� 1 4
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�' TO DISPERSE FLOW TO �� 1 A J4GE 0 U ION PACIFIC 45 g 43 46 I IN 4 % _ 44-. 9 Q w 7 < < a < Z
y / / WETLAND (" �42= F ilA, / ) '-P .,
/ a / 1 / 7 4' C / ilil r L 5. IRE PN 458 E - NEW SS Mu N0. 1 Z
100 YR. FLOOD EL 42.0 it nII. Ds. DownsPoC T6 LANDING ` 4 �B ARcunD t 1 4q/'. A as, `d« P
III 4fi ] 34 42 5 -\ ` �}I'
IF BASED ON FEMA MAP PANEL //]III IIII 8' vvc seR zt 6� 4-- �-� ' FP'- I I \
II NIL, �- a .6 1' aO 2C l.1 I MIN TOP ELP 014DAGE yr RP% i I 1 mEo �
• j , - IIII, O rIGHTUNE ConNEcrlo�l 6s c.. cR� _ 11 �� f 1 MINLOOMS IAL= 42 5 NO 2 aj.H_D / - G<-1 G 02i. mn n c4U
Hit.
0 ®t.Gx TUP:i .moo:, ,b - a I SEAL POND wEPOND
I�� I a�O • (D
45. DATED SEPT. 29. 1989 1
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` -`- / II .,URFACE IP.E A - ^ \ \
nRPINAGE / SEE WETLAND I - _ MIi7 4 T-
E45EETFIT L lu. -a4n ',\ ®asoz "T
( E IIII CS -{I �15 Lr 12'I PV IJNER (30 bm< _
2D- WIDE GRAVEL rl
i I I v t 4 / TAI I 60 FIRE HYIJRPNT -
1 S OPEN SPACE WEST a' P0c TH TIGHT
i / (� cc s \ ^S L Downsaour rIGHT ( -\
- \ `j HIt I c I �� 11 r ♦ BIOF�LTRATicN uI+E cannccnoN �wa.e RAznon I III NOTE:
` . MITIGATION PLAN - ' "'� I- ' rs I 0 1,0% A 1 -
A i IIII _ JI 1 I' swALL kzE 340 LF GRASS LRE s'- �' I'_ FOR 52ntl ST. N.W.
o
L1' / III Y 4 3a E= G05%LrJ MIN, ® asOfi
FOR DETAIL 11 -
. �/ / DA�cess EASEMENT (� ' MIN BOTOMow DTH M'I eoTTOM wmm •.v I WATER 8 SEWER EXTENSION
f - _ ._ __ - / L SEE SHT.19 THRU 21,
/ <J/ 1 I II 1 2 FT I
I
�i I� t iiil (� EXHIBIT)44 I 1 nS, ,46� 11 Z
n I ' I -J 'THESE PLANS ARE AS-Bl1ET AND TFIE
1 � 1 /- v 1 I �I
/lam' II ' IN rA R cK HIT 1 1 I -_ wsr4u cuRB BR4KE ro 1' INFORMATION SHOWN ACCURATELY It N
s� ,J 1I I RIP RAP OUT FALL \ II o FOR CON/E.ANCE OF lass; I �' REFLECTS EXISTING FIELD_ CONDITIONS Z O M
L t / = STORM RUNOFF ALONG (n AS OF THIS DATE • r O
CONSTRUCT 2C' WIDE (Mc, / \ s ALL GRASS LINE BW41 IS \ \ { I '
II \ / I_yI� 15' \ -� li �I (Tm) SEE DEaL ,Iog
II Fo O W O 9ntE C
DO
�BOTTOM WIDTH? DRAINAGE I j ~ Lc g�I `N SNEE t_ 1 G
- WCTIAND �I III TGWLINE CONNE^.TIO�N 1 J% V � �I II I lA2 5 8" PVC SDF 35 �I
TO msvERSE rLow m
• I I III B' Pool MDR 1
WITH 3,1 MIN SIDE SLOPE- IIII ` DOWNSPOUT (' [/ ~- Dowvsvom TIGHT 1 1,I C "THE STORM DRAINAGE DETENTION a Z
MEANDER TyRcucU OPEN r LINEDOW conaecTIGH I I SYSTEM HAS BEEN CONSTRUCTED IN
I I IAS SHOWN �a/ N 7 0 1.0r. 42 1 I 0 10% _4'��I t�i N CONFORMANCE WITH THE APPROVED 0 O
II 30%1 - 1 1 (� I1 4 1 PLANS AND IS FUNCTIONING AS = f
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00
II' BLDG "4" _� F.F.= 47.5 G ,�E � DITCH LE NOTE: ] o ?
14 , - c� = 4a-6 �oAJO KL To 8E 2 r
I[MIT CE WETLANDS III - J �T ( R$8V/GT RFTP.IQ. COJ✓'17B�L W fn LO
I A A. F.F.- 48.0 a
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iPE I 1 ILI.' \ . j I 'i2 J S. \ AREA FROM BNt DII G a 1 �I ® 1 Cy / I �. 1 •.
%/ \ I" i ce / 440 65 CIA\ \\ TODWE11AILD ASSEDAN
APa ED �-' -0 st'��fi RIDGE IIM1E .3.5 / ALLI 11 .tu AsAsso WIRE HYDRANT O Y
L $ �, I S
I._._ AROUNDRN I \ 1 INSTALL REMCVABLE (�'� 2
Q I.E. DITC4 / - - �q I B L DS AND CJRB CUT 1 NI yj�[��Lr NEW SM MH /{2
= a220 / V y 10 MAN ENANGE ACCESS S' PyC 5DR-21 43S SUFUTPATICN 22YJ VI'
Ayyl V / O.T. DOWNSPOUT D.M. I �WPE /1 PF 0
T a2�8fi A, - i i 44.0= �O.bsfE CONNECTION \ �< \\ 4 �D P �� � . oVC 5"lR-9' MIN. BOTTOM WIDTH �< -8 --� i 11 LL
'99 90 LF GRASS LINE
✓ 4I`�\ 1(
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RA-S
OOWnSPOLT TIGHT
T T TLO.G ` T [tom - It _
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I' EASEMENT ALL CATCH SIN�WITHIN = III swPLE p3N Ds T 0 SET T
T- _ DET41L cF I%PNiF$ \ I fox p(., T 3Go caass NE e 9r
THE DEVELOpME,DJT MUST BE 111 I �� 1 ¢ 1 ,
U \ : wA_E 0 0 40% -1
\\, I fl : STENCILED MP NO WASTE ` -fit MEN. BOTTOM WIDT:
&" " DRAINS TO WI
D - - i N _�
o 1� 2 FT
D4K n BLDG 5' /IIII earl I
Z'B ALDNa'A. LI,LN O M PVC SOR 21 o 1 t 'u
1 MwACES? SEE GE PIL 1 1N -L _ '
1 r F.F. = 48.0 / DOWNSPDur TGHT v C T I e
SHE. CIS A JI 1 1 Fv Pr D_T[LION ¢
V LWE CONNECTION -
v 1 FAC 0032-92
43 C� 111 v Ic I I BLD 0525-92 a
V iEiJill S' 264 aDNILTRATON �V DS. I 1 arITI 4 ',.. GRA 0021-91
'II '. wAlE rys S -t.i l l f u IT., aet
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'I 1 MIN BOTOM Wrm i --17 _ 1 ___ 1
' .T 11 n 15 LF 17 VC -- 45G THESE PLANS ARE "APPROVED" FOR ��
j I 1 1 I. -i SIX INCH (6) EXTRUDED CURB SHALL .r J N ®N_Any, 1.. 4 I - CONFORMANCE WITH hIE CITY OF AUBURN W
{ I ! a l p% BE REQUIRED AROUND ALL ON -SITE D's'' lv 1 f^ 1 Cx ��'eR <- 11 ^4x ENGINEERING DIVISION'S REQUIREMENTS 'V
' $ I ` PAVED AREAS, WHERE PARKING WILL BE - c% 4`'B I4z,'�'" �, `iB 1 - TRASH RACK i -1 1 e' w Ar
1 �5 HIGH CHAIN LAN I Ilf� I'- L'--'� 1 raz] >W. ae_a /-
. �zlJ 2' Pvc SDk-2'. ADJACENT 0 A STREET. A SIX INCH -- / /- n<.20 I L RACK INLET 44.90 FIRE A N G�
/ I I Lt AB LF 2' PVC LE. = 4yM1j�' Approved
• i� ' 44, DOWNSPOUT ILI CURB IS ALSO REQUIRE IE 41s l __ _ _- -r. ®a3a>. / �Rz -' By: y
T I+I I Y I -GHTLJNE COINNECYD: __ _ -/
6' EXTR DEO, __ID
0 D.3sa (xPj BETWEEN ALL ABUTTING PAVEMENT AND s oNTRo; ?. ' ,q �'i __ K e'er /` % �" F.H' Date Approved: OEM
III
i�l �1 ;a�lP I LANDSCAPED .CREAS, ps. srRUDT'PT < V I�� 4 c
WATER'MTOPM1I GROSSING R E SHT. ,t) SSE'i � 1 4
I I ' Iw TRAS I /4 J <B 0 f.5. LE. W4TER� 4i.,U c 40.94. r I gq"liZ �4 1 g5,35 4 -,�.\-
_ L A LE STOP
* ER- PIM 460 L G
j I RACK Ill I 1 \ `��' /�
SPACES ffi-AISEE`RNIN FONOOPTORM RA3I D ,. f5.G Imo; z s- m _ -5a. 1 _ LI ,. •40
LI'x 5.0 E OF 2% -
D T"NTION 1 9% 4 -` c _ 4� _
44.aY \`F 94, - .NEW SS MH p3 P�\ SAiR IjJ v
l G� -H.C-PARKING (TIP. STORM DRAINAGE CONTR01 I / �- - ,•� Ap
,a{ i T - BOTTOM EL 40FO S 4(.0 7C q X 0A N.
it :' MEAL G, Yli 43.0 DETAIL. SHEET 18J ( a2s -� 36* 1.171, CB-F3_' B 5 CAM /Ia CB-F2 �/ N ary'. ,p L� "f:3 / / / ,1 1 J Y (� MAX W S STRUCTURE NO 3 SEE 9 F e S -
JNER (30 M,[. I/ z ' r . 1'A i
I/ ?? X �N_SJf],$ RIM 46.01 Ill %W
I� / N_�M./1h 4' - I l 1_E= 39.95 - 3A S%` OB-Fl CS-F4 CB�F1 t-I I ti f PI
1 N w �1 Y
PVC THRU PW17EP. L 231 4'.2 f..i .QS1 %/ I �. - _ ..L.-L_ "P 24661 �� J
' 1 AREA PER STOP,M I. " V t2 WITH. j �� A i tE qa,�6 1 �'Pf4. .c i0 rv.
aG.O -j l 4 d IS 0.
JN-OFF CONVEY CE VFlA \ TRASH RACK - .f.
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/ O VINLET '
/ N Ds. Ds D. Ds D �TIH3� 1�3E c - PHASE 2 `
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/ \ 3A�1 _ : _� -- - - 44 /_._ y �H RACY,
I.E. a .o0 1 A, 1 1s To Mm Is LF e' we iz IF sr we40 - �� ' PHASING LIMITS LINE
W PCH PACK INLET I A I W.S. FLU 43.0 DOTS O 0 2YX - / �P��
.:SCR-21.=_-1 -._-"� 40____ _ • O i� aN.. P a lu'v 'r ul I. i--q 16. BA( Io
T INLET/OUTLET RIP RAP 1 L 1 -- G 53 10 5] I T
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ID - 6 PRO E�rrcR`- K,00
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INYa _�- ( m EXPIRES
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STAMP
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