HomeMy WebLinkAboutP_Site_Plan_191113_v1.pdfUP
UP
UP P PPPPPPCOMPACT
PCOMPACT PCOMPACT P P P P
48" POPLAR
24" FIR
24" CEDAR
30" FIR
18" MAPLE
30" FIRMIN20' - 0"23' - 9 1/2" 8' - 2"
LOADING
PARKING8' - 0"8' - 0"9' - 0"P3
P4
P5
P6
P12
P13
P11
P10
P9
P8
P7
9' - 0"9' - 0"9' - 0"9' - 0"5' - 2"8' - 6"8' - 6"8' - 6"16' - 0"
ROOF EDGE ABOVE
EXISTING 6 FT
TALL CHAINLINK
FENCE, TYP
EXISTING LIGHT
STANDARD @
ADJACENT
PROPERTY
STORM DRAIN
CULVERT EASEMENT
RECORD NO.
8511131467
(E) 6 FT TALL
CHAINLINK FENCE,
TYP27'
- 9"ROCKERY
(E) 6 FT TALL
CHAINLINK FENCE,
TYP
48" CMP CULVERT
48" CMP CULVERT
SANITARY SEWER
MANHOLE
CATCH BASIN
SANITARY SEWER MANHOLE
CATCH BASIN
SANITARY SEWER MANHOLE
C A T C H B A S IN
N .E .S U N S E T B O U L E V A R D
D O U B L E W H IT E
S IN G L E W H IT E
F L O W L IN E O F V E R T IC A L C U R B &G U T T E R
1 5 ' S T R U C T U R E S E T B A C K F R O M C R IT IC A L A R E A B U F F E R
4 0 ' C R IT IC A L A R E A B U F F E R W IT H M IT IG A T IO N
8" CONCRETE
CULVERT
E X IS T IN G S T R E A M
48" CMP CULVERT
ROCKERY
P1
P2
4' - 0"24' - 0 1/4"4' - 0"24' - 0 1/4"
W A T E R V A L V E
W A T E R M A N H O L E
M
W
D O U B L E Y E L L O W
S IN G L E W H IT E L IN E
T V(E ) S ID E W A L K
20' - 0"32' - 2" 5' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"
3 0 ' - 0 "RAMP DOWN 3FT MAX 10% GRADEACCESSIBLE RAMP175' - 3"6 '-6 " RO W IN C R E A S E
1 5 ' F R O N T S E T B A C K
E X IS T IN G P R O P E R T Y L IN E
12' - 0"15' - 7"12' - 0"12' - 0"7' - 9"19' - 10"BIKE
BIKE
≈6 0 ft w id th
RAMP DOWN 3FT MAX 10% GRADE2 0' - 0 "4' - 1 3/8"
3 0 ' - 0 "20' - 0"20'
-
0"
AS13
AS09
AS14
AS12
AS05
AS05
AS12
AS12
AS01
AS10
AS11
AS11
AS06
AS10
AS05AS0410'
-
0"
AS03
AS07
AS07
AS03
AS08
AS03
AS04
AS01
AS02
20' - 0"
20' - 0"MI
N20'
-
0"
AS15 ROW
I
NCREASE6'
-
6"SETBACK15'
-
0"
BUILDNG EDGE ABOVE
AS110
2 SIM
AS110
7 SIM
AS112
1 SIM
AS110
1 SIM
AS110
8 SIM
REUSE OF DOCUMENTS
THIS DOCUMENT AND THE IDEAS AND DESIGNS
INCORPORATED HEREIN, AS INSTRUMENTS OF
PROFESSIONAL SERVICE, ARE THE PROPERTY OF JGAP
AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE
OR IN PART WITHOUT THE WRITTEN AUTHORIZATION
OF JGAP.JON GRAVES ARCHITECTS & PLANNERS3110 RUSTON WAY, SUITE E TACOMA, WA 98402(253) 272-4214Sheet:
COPYRIGHT, 2019
BY JON GRAVES ARCHITECTS AND PLANNERSPROJECT NUMBER:PM:-NOT FORCONSTRUCTION--CHECKED-11/1/2019 11:35:37 AM BIM 360://1911 Renton Mixed Use/1911 Renton Mixed Use.rvtSUNSET HIGHLANDS MIXED USE4409 NE SUNSET BLVD.RENTON, WA 98059TGSITE PLAN REVIEW - 11/01/19SITE PLAN1911AS100BC1" = 20'-0"
SITE PLAN1
FLOOR PLAN SHEET NOTES
Key Value Keynote Text
AS01 BIKE STALLS-2 REQUIRED FOR COMMERCIAL USE.
AS02 VAN STALL
AS03 8" REQUIRED LANDSCAPE BUFFER
AS04 10' REQUIRED LANDSCAPE BUFFERS
AS05 LANDSCAPE PLANTER
AS06 4'-0" WIDE WALKWAY
AS07 DRIVEWAY ENTRY
AS08 CANOPY PER CITY OF RENTON REQUIREMENTS
AS09 CRITICAL AREA 332 SF, SEE CRITICAL AREAS REPORT
AS10 STRIPING FOR PARKING, PARKING STALL DESIGNATION AND/OR PEDESTRIAN PATHS.
ACCESSIBLE PARKING SPACES SHALL BE MARKED AND HAVE SIGNAGE PER ANSI A117.1
2003.
AS11 RESIDENTIAL PEDESTRIAN ENTRANCE
AS12 BOLLARDS
AS13 COVERED COMMERCIAL AND RESIDENTIAL REFUSE STORAGE AREAS (MIN. 12' WIDE X 15'
TALL OPENINGS & 100 SF)
AS14 ELECTRICAL METERS
AS15 TOPOGRAPHY LINES FOR REFERENCE ONLY. SEE CIVIL FOR EXACT TOPO LINES, TYP
0'10'20'40'80'#DESCRIPTIONDATE
9'-0"5'-0"18'-0"48" MIN.12" 12" 12" 12"
9'-0"
48" MIN.24" MIN.TYP.TYP.2'-0"24" 24"
4" STRIPE (TYP.)
TRAFFIC WHITE
12" STRIPE (TYP.)
TRAFFIC WHITE
4" STRIPE (TYP.)
TRAFFIC WHITE
STAMPED RUMBLE STRIP
RAMP WITH FLARED SIDE
1:12 MAX. SLOPE
CONCRETE WHEEL STOP
EDGE OF CURB
4" STRIPE (TYP.)
TRAFFIC WHITE
CONCRETE PATHWAY,
LIGHT BROOM FINISH,
5'x5' STANDARD
CONTROL JOINT
PATTERN -TYP. UNLESS
NOTED.
ADA
STANDARD
STANDARD
ACCESSIBLE PARKING
SPACE SIGN - STANDARD
(SEE DETAIL 7/A1.3)
9'-0"2'-0"8'-0"18'-0"24" 24"48" MIN.9'-0"
48" MIN.12" 12" 12" 12"
ACCESSIBLE PARKING
SPACE SIGN - VAN
(SEE DETAIL 7/A1.3)
4" STRIPE (TYP.)
TRAFFIC WHITE
12" STRIPE (TYP.)
TRAFFIC WHITE
4" STRIPE (TYP.)
TRAFFIC WHITE
STAMPED RUMBLE STRIP
RAMP WITH FLARED SIDE
1:12 MAX. SLOPE
CONCRETE WHEEL STOP
EDGE OF CURB
4" STRIPE (TYP.)
TRAFFIC WHITE
CONCRETE PATHWAY,
LIGHT BROOM FINISH,
5'x5' STANDARD
CONTROL JOINT
PATTERN -TYP.
UNLESS NOTED.
ADA
VAN
STANDARD
4"2'-6"1'-0"1'-6"MIN.5'-0" MINMIN.PROPOSED GRADE
8"
RESERVED
PARKING
STATE DISABLED
PARKING PERMIT
REQUIRED
HANDICAPPED VAN PARKING SIGN
4"2'-6" MIN.1'-0"
1'-3"1'-6"SEE SITE PLAN FOR
HANDICAPPED
PARKING LOCATION
NOTES:
MIN.5'-0" MIN5 1/2"8"
RESERVED
PARKING
STATE DISABLED
PARKING PERMIT
REQUIRED
VAN
ACCESSIBLE
PROPOSED GRADE
HANDICAPPED VAN PARKING SIGN2'-0"NOTES:
1. SEE SITE PLAN FOR HANDICAPPED PARKING LOCATIONS
2. SIGNAGE SHALL CONFORM TO THE WASH. STATE ADMIN. CODE
INTERNATIONAL SYMBOL
OF ACCESSIBILITY:
PAINTED FIELD:
BLUE TRAFFIC PAINT
3'-0" SQUARE
WITH 3" RADIUS CORNERS
PAINTED SYMBOL:
WHITE TRAFFIC PAINT
3" MIN. WIDE STRIPE
BACK EDGE OF STALL
EQ.
TO EDGE OF
STALL
OF STALL &
SYMBOL
EQ.
LC
TO EDGE OF
STALL
VARIES
SEE SITE PLAN
48" MIN.
STAMPED RUMBLE STRIP
RAMP
1:12 MAX. SLOPE
STAMPED COLORED
CONCRETE CROSSWALK
CONCRETE PATHWAY,
LIGHT BROOM FINISH,
5'x5' STANDARD
CONTROL JOINT
PATTERN -TYP. UNLESS
NOTED.
EDGE OF CURB
LANDSCAPED AREA
EDGE OF CURB 48" MIN.48" MIN.24" MIN.STAMPED RUMBLE
STRIP
RAMP WITH
FLARED SIDE
1:12 MAX. SLOPE
EDGE LEVEL WITH
PARKING SURFACE
TYP.TYP.CONC. DOME
5" GALV. STANDARD STEEL
PIPE W/ CONC. FILL AND
SMOOTH MOUND TOP;
PAINT
SLOPE TOP
#4 TIE 2" FROM TOP
PAVING
(SEE CIVIL)
CONC. FTG.
#4 REBAR 10" LONG3'-6" 1'-6" 6" REUSE OF DOCUMENTS
THIS DOCUMENT AND THE IDEAS AND DESIGNS
INCORPORATED HEREIN, AS INSTRUMENTS OF
PROFESSIONAL SERVICE, ARE THE PROPERTY OF JGAP
AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE
OR IN PART WITHOUT THE WRITTEN AUTHORIZATION
OF JGAP.JON GRAVES ARCHITECTS & PLANNERS3110 RUSTON WAY, SUITE E TACOMA, WA 98402(253) 272-4214Sheet:
COPYRIGHT, 2019
BY JON GRAVES ARCHITECTS AND PLANNERSPROJECT NUMBER:PM:-NOT FORCONSTRUCTION--CHECKED-11/1/2019 11:05:59 AM BIM 360://1911 Renton Mixed Use/1911 Renton Mixed Use.rvtSUNSET HIGHLANDS MIXED USE4409 NE SUNSET BLVD.RENTON, WA 98059TGSITE PLAN REVIEW - 11/01/19SITE DETAILS1911AS110BC1/4" = 1'-0"
STANDARD ADA PARKING STALL1 1/4" = 1'-0"
STANDARD VAN ADA PARKING STALL2 1" = 1'-0"
HANDICAPPED PARKING SIGN3
1" = 1'-0"
SITE - SIGN - HANDICAPPED VAN PARKING4
1" = 1'-0"
HANDICAPPED SIGN5 1/4" = 1'-0"
CURB CUT DETAIL6 1/4" = 1'-0"
CURB CUT DETAIL7 1" = 1'-0"
PERMANENT BOLLARDS8 #DESCRIPTIONDATE
SLOPE 2% MIN.SLOPE 2% MIN.SLOPE 2% MIN.SLOPE 2% MIN.
17'-4"12'-4"11'-2"3'-1"
2'-8" 12'-0"
AREA DRAIN (N)
PRECISION BLOCK CMU
WALL, PAINT FINISH
4" X 4" X 1/4" TUBE
STEEL COLUMN, TYP.
PAINT FINISH, 4 TOTAL
REINFORCED CONCRETE
SLAB ON GRADE, SLOPE
TO DRAIN, (SSD)
PAIR CHAIN LINK SWINGING
GATES. PROVIDE DOUBLE
WHEEL AT LEADING EDGE.
PROVIDE PRIVACY SLATS,
COLOR TO BE SELECTED BY
ARCH. (TYP.)
8" CMU WALL (SSD
FOR REINFORCING)
8
AS112
9
AS112
4
AS112
3
AS112
AS112
10 SIM
AS112
5 SIM
14 GA. 12"x 1-5/8"
COLD-FORMED
STEEL JOIST @
48" O.C.
HSS 12x4x1/4 HOT
DIPPED
GALVANIZED TUBE
STEEL PERIMETER
TYP
PREFORMED METAL
ROOFING - 24 GA.
PROVIDE GUTTER &
DOWNSPOUT W/
SPLASH BLOCKSLOPE 1:128
AS112
9
AS112
(N) PRECISION BLOCK CMU
WALL, PAINT FINISH
PRE-FINISHED STANDING
SEAM METAL ROOF OVER HOT
DIPPED GALVANIZED STEEL
FRAMING. COLOR T.B.D.
6" DIA. HOT DIPPED
GALVANIZED STEEL
PIPE FILLED W/
CONCRETE, W/ CAP.
PAINT FINISH TO
MATCH CMU WALL
4" SOLID CAP
PROVIDE GUTTER &
DOWNSPOUT W/
SPLASH BLOCK
(2) #4 CONTINUOUS AT TOP
OF WALL
8" CMU WALL
DOWELS TO MATCH AND LAP
VERTICAL WALL REINFORCING -
PROVIDE STANDARD 90 DEGREE
HOOK, ALT HOOK DIR. - TYP.
(2) #4 IN MINIMUM 8" DEEP
GROUTED CONTINUOUS
BOND BEAM AT 48" O.C.
#4 @ 16" O.C. IN CENTER OF
GROUT AT CENTER OF WALL-
CONTINUOUS FULL HEIGHT OF
WALL
(3) #4 BARS CONTINUOUS
#4 @ 12" O.C.E.W.
CENTERED IN SLAB
NOTE:
PROVIDE CORNER BARS SAME SIZE
AND SPACING AS HORIZONTAL
REINFORCING - LAP 30" MINIMUM
STAINLESS STEEL FLASHING
SLOPE 1/4"=1'-0"7'-8"2'-0"4"30" LAP MIN8 1/4" 7 5/8" 8 1/4"1'-6"1'-0"4"3"CLR8" CMU BLOCK BELOW
GRADE (EXTEND STEM
REINF. TO TOP OF FOOTING)
PRE-FINISHED STANDING
SEAM METAL ROOF.
COLOR T.B.D.
NOTE:
GATE INSTALLER TO PROVIDE SHOP DRAWINGS FOR FINAL
CONFIGURATION OF GATES AND LOCKING MECHANISMS.
PROVIDE OPERABLE BOLT, GATE GUIDE STOPS AND LEADING
EDGE WHEEL SUPPORTS EACH LEAF.
CORRUGATED
METAL GATE WITH
HEAVY DUTY HINGES
AND LATCHES AND
CANE BOLT. PAINT
FINISH
4" X 4" X 1/4" HOT
DIPPED GALVANIZED
TUBE STEEL COLUMN,
TYP. PAINT FINISH
6" DIA. HOT DIPPED
GALVANIZED STEEL
PIPE FILLED W/
CONCRETE, PAINT
FINISH TO MATCH
CMU WALL
AS112
11 SIM
8
AS112
12"
6"HOT DIPPED GALVANIZED
STEEL CAP
GATE POST 6" DIA. HOT
DIPPED GALVANIZED
STEEL PIPE FILLED W/
CONC & SET PLUMB
TOP OF SLAB
3/4" 9"x9" STEEL PLATE
NON-SHRINK GROUT
3/4" DIA. x 6" ANCHOR
BOLT, TYPICAL OF 4
CL
2"2" x 2" x 1/4" ANGLE FRAME WELD
& GRIND SMOOTH. PAINT ALL
EXPOSED STEEL FRAMING.
3" x 4" x 1/4" ANGLE FRAME WELD
& GRIND SMOOTH . PAINT ALL
EXPOSED STEEL FRAMING.
18 GA CORRUGATED METAL
SIDING RUN VERT. SPOT WELD
TO ANGLE FRAME @ 12" O.C.
1 3/4" x 2" x 1/4" DIAG. BRACE
ANGLE WELD & GRIND SMOOTH.
PAINT ALL EXPOSED STEEL
FRAMING.
CONCRETE SLAB
3"6"3"1"
1"
2"
1"
HOT DIPPED GALVANIZED STEEL
CAP
6" INSIDE DIA. STEEL HINGE
COLLAR W/ GREASE FITTING
3"x4"x1/4" STEEL ANGLE WELD &
GRIND SMOOTH
12"x12"x1/4" STEEL GUSSET
(TYP. 4 EA. LEAF)
3/4" DIA. MACHINE BOLTS W/
WASHERS
6"x4"x1/2" STEEL PLATE HINGE W/
15/16" DIA. SLOTTED HOLES
STEEL SEAT COLLAR - CONT.
WELD TO POST
6" OUTSIDE DIA. HOT DIPPED
GALVANIZED STEEL PIPE FILL
WITH CONCRETE
2"6"1"
8x8x16 CONCRETE BLOCK
6"x4"x1/2" STEEL PLATE WITH
CONT. WELD TO COLLAR &
2 -16/16" DIA HOLES BOLTED
TO FRAME
3/4" DIA BOLTS
12"x12" GUSSET PLATE WELD TO
FRAME (TYP 4 CORNERS)
3"x4"x1/4" STEEL ANGLE FRAME
WELD & GRIND SMOOTH.
PAINT ALL EXPOSED METAL.
6" OD HOT DIPPED GALVANIZED
STEEL PIPE FILL WITH CONCRETE
6" ID STEEL PIPE HINGE
HOT DIPPED
GALVANIZED
STEEL CAP
3" 6"
8"1"8"1"6"6"1"1"1"
6"1'-0"1"4" 5"1"6" 3"
3/8" BASE PLATE
1"
TYP
1/4
1/41" MAX.1'-0"HOT DIPPED GALVANIZED STEEL
TUBE COLUMN
HOT DIPPED GALVANIZED STEEL
PLATE
1/2" DIA. A36
EPOXIED DOWELS
CL CMU & COL
BACKER ROD
& SEALANT
CAP PL
TO HSS
PP
1/4
1'-0"4"4"1'-0"EDGE OF METAL ROOF
PANEL ABOVE
STEEL TUBE COL BELOW
CONTINUOUS STEEL RIM
BEAM
SLOPED STEEL END BEAM
PP
1/44"4"1'-0"EDGE OF METAL ROOF
PANEL ABOVE
STEEL TUBE COL BELOW
CONTINUOUS HOT DIPPED
GALVANIZED STEEL RIM
BEAM
SLOPED STEEL END BEAM
6 "
HOT DIPPED GALVANIZED STEEL END BEAM
PRE-FINISHED GSM FLASHING
CONTINUOUS HOT DIPPED
GALVANIZED STEEL BEAM
STEEL TUBE COL
METAL ROOF PANEL
PRE-FINISHED ASTM A653 G90 HOT
DIPPED GALVANIZED FOR SHEET
METAL COMPONENTS, TYPICAL
WELD A HOT DIPPED GALVANIZED
STEEL END PLATE AT EACH END OF
THE TUBE STEEL BEAM AND FULLY
WELD TO PREVENT WATER INTRUSION.
(TYPICAL)
Z-CLOSURE BETWEEN STANDING SEAMS
TURN UP METAL ROOF PANEL TO CREATE
A SECONDARY BACK DAM
3"
METAL ROOF PANEL
STEEL END
PERIMETER BEAM
PRE-FINISHED GSM FLASHING
CONTINUOUS HOT DIPPED
GALVANIZED STEEL
PERIMETER BEAM
HOT DIPPED GALVANIZED
STEEL TUBE COL.
PROVIDE PRE-FINISHED
GUTTER & DOWNSPOUT
W/ SPLASH BLOCK
1/4
1/4 1/4
1'-2"
METAL ROOF PANEL
PRE-FINISHED ASTM A653 G90
HOT DIPPED GALVANIZED FOR
SHEET METAL COMPONENTS,
TYPICAL
METAL CAP
HOT DIPPED
GALVANIZED STEEL
BEAMS PERIMETER
HOT DIPPED GALVANIZED
STEEL TUBE COLUMN BEYOND
CONCEALED
STAINLESS STEEL
FASTENERS,
TYPICAL
MIN. 1/4" ∅WEEPS @ 24"
O.C. IF FASTENERS
PENETRATE BEAM
PRE-FINISHED STANDING SEAM
METAL ROOF OVER STEEL
FRAMING. COLOR T.B.D.
6" DIA. HOT DIPPED
GALVANIZED STEEL PIPE
FILLED W/ CONCRETE, W/
CAP. PAINT FINISH TO MATCH
CMU WALL
4" SOLID CAP
SEAL
12
1
4'-33/4"3'-0"7'-8"9
AS112
AS112
17 SIM
AS112
16 SIM
AS112
6 SIM
PRE-FINISHED
STANDING SEAM
METAL ROOF.
COLOR T.B.D.
6" CONCRETE
CURB
(N) FOOTING
REINFORCED
CONCRETE SLAB ON
GRADE, SLOPE TO
DRAIN, (SSD)
4" X 4" X 1/4" HOT
DIPPED GALVANIZED
TUBE STEEL COLUMN,
ASTM A123 FOR
EXPOSED
STRUCTURAL STEEL
COMPONENTS, TYP.
PAINT FINISH
AS112
13 SIM
AS112
18 SIM
REUSE OF DOCUMENTS
THIS DOCUMENT AND THE IDEAS AND DESIGNS
INCORPORATED HEREIN, AS INSTRUMENTS OF
PROFESSIONAL SERVICE, ARE THE PROPERTY OF JGAP
AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE
OR IN PART WITHOUT THE WRITTEN AUTHORIZATION
OF JGAP.JON GRAVES ARCHITECTS & PLANNERS3110 RUSTON WAY, SUITE E TACOMA, WA 98402(253) 272-4214Sheet:
COPYRIGHT, 2019
BY JON GRAVES ARCHITECTS AND PLANNERSPROJECT NUMBER:PM:-NOT FORCONSTRUCTION--CHECKED-11/1/2019 11:06:00 AM BIM 360://1911 Renton Mixed Use/1911 Renton Mixed Use.rvtSUNSET HIGHLANDS MIXED USE4409 NE SUNSET BLVD.RENTON, WA 98059TGSITE PLAN REVIEW - 11/01/19TRASH ENCLOSURE1911AS112BC1/4" = 1'-0"
TRASH ENCLOSURE - PLAN1 1/4" = 1'-0"
TRASH ENCLOSURE - ROOF PLAN2 1/4" = 1'-0"
TRASH ENCLOSURE - ELEVATION3
1" = 1'-0"
SITE ENCLOSURE - WALL SECTION5
1/4" = 1'-0"
TRASH ENCLOSURE - ELEVATION4
1 1/2" = 1'-0"
TRASH ENCLOSURE - SECTION6 1 1/2" = 1'-0"
TRASH ENCLOSURE - GATE SECTION7
1 1/2" = 1'-0"
TRASH ENCLOSURE - HINGE DETAIL111 1/2" = 1'-0"
TRASH ENCLOSURE - HINGE PLAN10 1 1/2" = 1'-0"
TRASH ENCLOSURE - ROOF FRAME BASE PLAN12 1 1/2" = 1'-0"
TRASH ENCLOSURE - ROOF FRAME BASE SECTION13 1 1/2" = 1'-0"
TRASH ENCLOSURE - ROOF FRAME DETAIL14
1 1/2" = 1'-0"
TRASH ENCLOSURE - INTERMEDIATE POST DETAIL15 1 1/2" = 1'-0"
TRASH ENCLOSURE - HIGH EAVE DETAIL16 1 1/2" = 1'-0"
TRASH ENCLOSURE - LOW EAVE DETAIL17 1 1/2" = 1'-0"
TRASH ENCLOSURE - ROOF RAKE DETAIL18
1/4" = 1'-0"
TRASH ENCLOSURE - SECTION8 1/4" = 1'-0"
TRASH ENCLOSURE - SECTION9
#DESCRIPTIONDATE