HomeMy WebLinkAboutLarge FormatZO
10-
111=301
0 15 30 60
SITE UTILITY CONTRACTOR TO COORDINATE WITH
BUILDING CONTRACTOR TO TIGHT LINE ALL ROOF
DOWNSPOUT TO THE PROPOSED ROOF DRAIN
STUB PIPE.
0.5'
1.01
PROPOSED ASPHALT
PAVEMENT
PROPOSED SIDEWALK
SECTION C-C
NOT TO SCALE
- - ------ GRADING AND STORM DRAINAGE PLAN
1NALGREENS
NORTHWEST., NORTHWEST )/4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M.
RENTON, WASHINGTON
PROPOSED BUILDING
FF=398.0
Srii'M RIM=400,97
12" CONIC IIE-391.14
12" CONC Wr397.14
SIGNAL POLE
FND FINISH NAIL IN CONC
IN CASE - CITY OF RENTON
SURVEY CONTROL NO. 1503
NW CORNER SECTION 15
SSMIH Riikvl401,31
8" PVC N'=391.56
8" PVC, E3911,55
8" PVG
EX. 2 " GAS
----EX. 12" W - - - -- - - - - - - - - --
CB TYPE 1 RIM=401.09
12 CON C !7=3,99,16
12CUNC 'S=399.16
12' Di vl1-13199,16
WNAL POLE
CB TYPE 1 RIM-400,29
8, (1
CON NE-399.09
SIGNAL
ol-BOX
PEDESTRIAN cSIGNAL 1350.X
SIONA!, Ir"I'Ll SIGNAL 80 x
I
CROS
41
rgi
09
H, 4
CB TYPE I WA=396.62
12I r ` WHC '='i 94A2
5DMI-I
-36" CMP
24" CMP N=386,01
121' ADS NE=3817.0i
PO'NER POLE
SSNIH RIM=394.90 �.S'-` (ADJUST RIM TO NEW GRADE)
24" WIN(, E=376,90 SDMH 54' RIM'1=39-,/
24" t„ t( W=376.62 [36' IM' NW=386.12 C8 TYPE 1 RIW=391.811
48' ClJP SSE=386.08 12" CIMP E=389.9,5
F 1 2" CM.P
FND 3" BRASS DISK
H STREET w/PUNCH CITY OF RENTON
SURVEY CONTROL NO. 1851
.46' (BASIS OF BEARING)
14 -F0,-U - -----
ADJUST RIM TO NEW GRADE, 0
-KIM=395.35--------- L -- -------- �l 0
SOMH 48 , Rlkl=393.67 GV 15
, - 1� SC AI 72' RNI=391.55
24-Cl%JP-S=a`89.53 I-' G
NDc' S =1 9.66
')
2u -
6' ADS E=382.66
35 A -5 DS N=383,15
rz
,rAJo,DIN,',; INATFI?
Siff lrwll a TOP
----- - Huu� ub
rjwz. riu. 101flutziuvu I --v
",-398.0 \ul
8" PVC ROOF DRAIN
WET/DETENTION VAULT 6 0 1 �E �ATH Li
COLLECTION ROOF 40'x`120`-�-�- IN 'buF ATHER� N PIPE (TYP.
1-4.3% tq A I F DS
C-4
CN 'B' :396,Op (ADJUST RIM TO NEW GRADE)
MAX, W.S. EL=395.90 401.49 21 LF 12"
SEE DETAIL ON SHEET Cl 1 PE R PE Ep
: - . i I zl�
STATIC W.S. EL=389.75 11 1 -o", � :4--� 0 0. ui
�j9 12 CB #3, 1 irL 2-48"I of 10" OlNiP SkN-392,271
Ln RIM=399.85 CB #4, TYPE I
,", 1. -1 \ � kTOP rl
'4
IE=393.55 RIM=397.77ig CB 45 sue,_ Y-381,14 k,
IE=394.37 TYPEJ
-1 ILI
CP
05
S88703'12"E 1 RIM=397.0
Ul)
'lt4lW �as � ---:i� S - .. . ---- A
IE=394.4T/
ui 8.6 64 �-CF-j i� ------ 1 0 -397. CP P @ 0.5( 0o. 7 30 (ADJUST RIM TO NEW GRADE)
uj
)% a :�P
02.7 J 1, j /�5 4 Nil
Ln 2.4% 8 @-ERRED L, I 'A C lr�l I, 4,l
c�S.j o
19 2" CPEP CMIP SE 384.90
'-J402.88 J 1.2%
0,0.40% 1� ADS
8" PVC ROOF DRAIN NIE W IE=387.04
26 LF 12" CPEP SDIAH, TYPE 11-72" .IC 4 8' QJ P
COLLECTION PIPE (TYP.) ?8.0 W=1384.53
0 0,20% W/ SOLID. LOPKINq LID f--
STORM FILTER,
I . 1 11 399.0 1 27 LF L o
CPEP
p ro WITH" 5 1�2 TL
L,: 11
CAR�IRII;G S 0 0.40%
400.5
403.5 2
RIM ACCESS EASEMEqT REC. NOS.
38 . �7
IE 1 007 1 8609230401 & 881\0261102
T=
f
IE 0 T= 87.91 0 1
31 �l
j a.CB #6, TYPE 2 - 415-"l
W/ SOLID LID
RIM=397.4
#0 2,5± 6± 402.7± 402.8� 401.5± 39
'La 402..-14 ----- -------- �i---- i -
('B P(PE I R ---------- ------- �L "1 11 IE=387.15
402.5± ---
1 0 \-40
402.5± U-�
81' CONC 'N=401.49 SAWCUT LINE
CONTRACTOR TO
8"ONC E=40 .49
MATCH EX GRAD�,Zto
,//
a)
I SAWCUT 1 0
LINE
CB TYPE I RIM=402.49 CONTRACTOR T
-v II
C,B TYPE t RINI=404,08 12 MATCH EX. AD
8* COINC 'E"=401AB 10' LIG ELECTRIC 12 �'AIP N�398.1-4
112�' N=40DA5 ESIVIT, REC NO, I I
8411160567 4" �SW=398.79 I II Mu TYPE 2 48' ROUN L10=398.87
S88*03'12"E 160.03' j G' RISE
12' COIN
5=400,4�5, D/
JR
12' CNAIP GATE N=J8Y.`Q,7 3
TOP RISEIR'39557
S
('18 TYPE Ril"J=403.12 3 u " C M P
ENCH DRAIN RIM=40J.40 '2" ADS 12 AD- '11=389.72
CL fL 'ANNFL=403.09 `4 --- 3 9 7,1 3 BOT-110?V1 STRU",
-4, . "w 1, %i X. BLDG. cmp
3" Pvc W=403.05 PV,','* =-398.03,
TO REMAIN
a.
co
SSW RI1=4516
8" PVC
S" PVC Sz395.18
4 p p R 11.) x I 1�0VVV E
6'( 0 D C REJE K
q-P
)Ni 4 Nx 4�
to 1
SSMH IRII'A=405,47
0 X WE-11 LAND
8' PVC N=39:'142 E
595.49 r)
83 PVC '3=3
81' FVC W=395,80 -E AND UFFER
S88 7
-7
CB TYPE 2 12' POUND LID=398,416
CB TYPE 2 48' ROUND LI0=402.25 \-36' CMP N=390.26
GB 4'X4' GRATE=403,21 12" CiAP E=396.16
12" CMP W�392.36
6" PVC ELSO"hl TCvP=40"1JIl 8.95 CMP I
J 4" PVC N�19
!F ELBOW-401.81 4* PVC NE=:396.25
80TIOM '5,lRUC,'TIJR-E-401,01
File:P:\13000s\13240\engineering\13240-gl.dwg Date/Tirne:l 1/7/2008 8:26 AM Scole:l" = 1, RHERRON Xref: , z13240-s.dwg, zl3240-t.dwg, zl3240-renton-b.dwg, ali.dwg, zll556-s,dwg
SITE PLAN KEYED NOTES
OPERIMETER OF ALL ASPHALT TO RECEIVE CONCRETE
CURBING AS PER DETAILS SHEET C8.
0 65 FOOT TRUCK TURNING RADIUS DEPICTED AS
PER SHEET C6.1 of CRITERIA SET.
O NOT USED.
04 NOT USED.
O NOT USED.
OCONCRETE APRON TO D.O.T. SPECIFICATIONS.
CURB CUT DIMENSION MUST ACCOMMODATE 65 FOOT TRACTOR/
TRAILER WITHOUT ROLLING ONTO CURB.
DIVIDE DRIVEWAY INTO LANES W/STRIPING.
O LIMIT OF HEAVY DUTY ASPHALT PAVING.
O 50'L X 4"W YELLOW PAINT STRIPE (TYPICAL) LANE DIVIDER.
O LINE OF CANOPY ABOVE.
10 12"x18" "DO NOT BLOCK ENTRANCE" SIGN. SEE DETAIL 11/CO.0. OF CI,,ITE
ORIENT FACE OF SIGN ADJACENT TO ON COMMING TRAFIC.
11 36"H FLEXIBLE DELINEATOR POST. FASTEN TO CONCRETE W/ BOLTS,
(NO ADHESIVE FASTENING).
12 GAS METER WITH BOLLARDS.
13 COMPACTOR. SEE SHEET C6.2.
14 LINE OF CONCRETE PAD.
e15 LIGHT POLE (TYPICAL). SEE SHEET E0.1. QUANTITY AND LOCATION
OF POLES TO BE DETERMINED BY APPROVED PHOTOMETRICS.
COORDINATE WITH EO.1 AND EO.1 A
16 CONCRETE DRIVE -UP PAD AND CANOPY ABOVE.
17 PROVIDE LANE DIVIDERS AND DIRECTIONAL ARROWS AT ALL DRIVES
e
AND END OF DRIVE AISLES.
818 MINIMUM 24" OCTAGONAL REFLECTIVE STEEL STOP SIGN (SET BACK
CLEAR OF TRAFFIC). SEE DETAIL 11 /C0.0 OF CRITERIA SET.
AT DRIVE-THRU: ALIGN EDGE OF STOP SIGN WITH EDGE OF 1'-0"
CURB AT DRIVE-THRU.
19 CONCRETE SIDEWALK. SEE SHEET A1.1 - KEYED NOTE #2.
20 PAD MOUNTED TRANSFORMER WITH BOLLARDS.
21 ENTRY BOLLARDS W/ POLYETHYLENE COVERS 5'-4" CLEAR MAX.
22 ACCESSIBLE PARKING SIGN. SEE SHEET C9 FOR DETAIL.
23 ACCESSIBLE RAMP W/ DETECTABLE WARNING ALONG ACCESSIBLE
ROUTES (TYP.). WHEN SLOPE IS LESS THAN 5%, ONLY 36" OF
DETECTABLE WARNING SURFACE IS REQUIRED.
24 ASPHALT PAVING.
25 YELLOW PAINT STRIPING (TYPICAL). BLACK OUTLINE ON CONCRETE
PAVEMENT.
q�2s ACCESSIBLE PARKING DESIGN TO MEET ALL GOVERNING CODES.
QUANTITY AS REQUIRED BY A.D.A.-ACCESSIBLE PARKING SPACES
AND THEIR ACCESS AISLES SHALL BE 1 1/2% (2% MAX.) SLOPE IN
ALL DIRECTIONS.
O27 TOP OF SIGN FOUNDATION TO BE AT TOP OF STREET CURB HEIGHT
(MIN.).
28 DETECTABLE WARNING DEVICES (TRUNCATED DOMES IN RED)
2s NOT USED
3o NOT USED
g1 READERBOARD PYLON SIGN. INSTALL CONCRETE BASE. COORDINATE
WITH SIGN COMPANY. SEE SHEET A5.1.
32 NOT USED
33 ALL END ISLANDS TO BE 4'-0" LESS THAN STALL DEPTH.
WHERE FULL DEPTH ISLAND IS REQUIRED, DETAIL ROLLOVER CURB
AND CONCRETE FILL END OF ISLAND 4'-0".
34 NOT USED
35 NOT USED
36 TOTE ENCLOSURE.
37 DETECTABLE WARNING SURFACE, 36" DEEP.
38 NOT USED
39 NOT USED
GROSS LOT AREAS:
WALGREENS:
49,508 SF BEFORE DEDICATION
46,508 SF +/- AFTER DEDICATION
LES SCHWAB:
54,876 SF
TOTAL SITE AREA:
101,384 SF +/-
TOTAL BLDG AREA:
26,780 SF
COVERAGE:
26.4%
PERIMETER LANDSCAPE: 7,497 SF
INTERIOR LANDSCAPE: 2,313 SF
TOTAL LANDSCAPE: 9,810 SF = 9.6% OF GROSS SITE
TOTAL IMPERVIOUS: 91,574 SF
14,800 SF GROSS BUILDING AREA
11,655 SF NET RETAIL @ 0.4/100 = 47
MAX PARKING = 47 ACCORDING TO CODE
PARKING PROVIDED ON WALGREEN LOT= 35
REMAINDER PROVIDED ON LES SCHWAB LOT = 12
TOTAL ATTRIBUTED TO WALGREENS = 47
TOTAL PARKING ON JOINT DEVELOPMENT SITE = 89
EXISTING LES SCHWAB
TIRE STORE
11,980 s.f. GROSS BUILDING AREA
4,880 SF SHOWROOM @ 0.4/100 = 20 CARS
5,153 Sr AUTO SERVICE @ .25/100 = 13 CARS
3,840 SF WAREHOUSE @ 1 /1500 = 3 CARS
MAX PARKING ACCORDING TO CODE = 36
TOTAL ATTRIBUTED TO LES SCHWAB = 54
TOTAL PARKING ON JOINT DEVELOPMENT SITE = 89
a r c h i t e c t u r e Thomas Thompson
C AIA
— E tsq @att.net
DOp) cell: - 9-07 5
0 ph: 360-629-3985
THE LAYOUT OF NE 4TH STREET ON THIS PLAN INDICATES THIS PROJECT'S C: fax: 360-629-5435
29619 15th Avenue NE
� ® � � �
-�
COMPLIANCE WITH THE CITY OF RENTON'S ULTIMStanwood, WA 98292
ATE R.O.W. entitlement s
CONSULTANT PROJECT NO.
PROJECT TYPE
DRAWINGS/SPECIFICATIONS BY:
❑ WALGREENS'
0 LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
❑ WALGREENS' CONTRACTOR
® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING
NEW ...........
■
REMODELING . . . .
. .❑
RELOCATION . . . .
. . ❑
OTHERS . . . . . . .
. .❑
POWER
POLE
VISION
TRAIQZL
TYPICAL
ILLUMINATED
BOLLARD
OF 5
CCT TO WALG
XTERIOR PANEL
PLAZA PLAN
1 "= 10'
SEE C9
FOR ADDED
INFORMATION
ADA PARKING PLAN
U \ �
I �X
I
I
o REVISIONS FIbR WALGREENS R VIEW
00
Ln
I \
1. ALKWAYS IN PA KING TO BE CO CRETE
w 2 7C CORRECTION TO LABELS & OTES
0 3. REVS TO CIVIC LANDSCAPE
CD /O
SITE � P LAN
\ 1 »= 20'
i 1
\ 0 I 10 20' 40'
1
SOLE: 1 "� = 20'
SIGNAL POLE
NEW...........®
EXISTING . . . . . . . . ❑
NEW SHELL ONLY . . . ❑
NEW PROPERTY LINE
.4 n a• 4 a, v
s �
4 .. 4'.
07
8
09-28-08
TT
MOVE TRANSFORMER -SW VAULT
7
09-18-08
TT
CO.1 PARKING ADJUSTMENT
6
09-03-08
TT
WALG REVIEW -CONST ISSUE
5
08-28-08
TT
PERMIT RE -SUBMIT
4
07-08-08
TT
PERMIT RE -SUBMIT
3
05-30-08
TT
ADDENDUM NO.1
2
04-04-08
TT
REVISED PLAN
1
02-08-08
TT
LEASE PLAN
NO.
DATE
BY
DESCRIPTION
CONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF WASHINGTON AS
SIGNIFIED BY MY HAND AND
SEAL.
STORE NUMBER 12497
PROJECT NAME WALGREENS #12497
4105 NE 4th STREET
RENTON, WA
for RENTON-NORTHWEST LLC
DRAWING TITLE
GENERAL PROJECT DATA & SITE PLAN
CADD PLOT: SCALE: 1" = 20' 1 DRAWING NO.
VOID PLOT:
SUPERSEDES
PLAN DATED:
DRAWN BY:
DATE: 05-02-08
F2E1W_�, Pry 'I
51 v r� r. ,.
AO.1
IOF DWGS.
aO1-p0207 NOV 'I,
NEIGHBORHOOD DETAIL MAP
from: KING COUNTY ASSESSOR MAPS
0 25' 50' 100'
SCALE: 1 " = 100'
NZ
f4
s;
sir a E:
sof.
.43
NE 2ND 4
•
-r - --.:. - . ... ...CT
Y-
• :
J
architecture
c
c Q)
_ E
a
o �
_ a
n E
entitlements
Thomas Thompson
AIA
tsq@att.net
cell: 206-409-0755
ph: 360-629-3985
fax: 360-629-5435
29619 15th Avenue NE
Stanwood, WA 98292
Consultant
Project
z
Q
n
L
O
w
U
�
N
w
06
�
�
~
z
Q
O
z
=
3:
-
o
UJ
w
LUWz
V)
z
O
-J
L0
®
Z
LL�
i
LU
a.
O
4—
Revisions
SITE REVIEW SUBMITTAL 12-28-07
ar"v'.
crry 'rC-Arr- p
TOMIAlirG
IVUV
File No.
Drawn
Checked
Date
Sheet
11 Nii7k,