HomeMy WebLinkAboutPlans Applicant 8/2/2023ANYTIME SELF STORAGE
41
VICINITY MAP
G ST
TENTATIVE SITE PLAN
HIGH BANKS RD & 52ND ST
SPRINGFIELD, OR 97478
SURVEY NOTES
EXISTING TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON PER
SURVEY BY DOWL DATED 11/10/2022
BOUNDARY DATA: RECORD BOUNDARY FROM COUNTY SURVEY NO. 397069
TRANSLATED AND ROTATED BASED ON RECOVERED MONUMENTATION TO THE
PROJECT COORDINATE SYSTEM DETAILED BELOW (OREGON STATE PLANE
COORDINATE SYSTEM - SOUTH ZONE).
BASIS OF BEARINGS: GRID NORTH BASED ON NAD 83(91) PROJECTED TO THE
OREGON STATE PLANE COORDINATE SYSTEM - SOUTH ZONE.
SURVEY MONUMENT PROTECTION:
PROTECT AND PRESERVE, IN PLACE, ALL SURVEY MONUMENTS AND BENCHMARKS.
DO NOT DISTURB, MOVE, OR RELOCATE MONUMENTS OR BENCHMARKS WITHOUT
THE PRIOR REVIEWAND APPROVAL BYTHE AGENCY HAVING JURISDICTION OVER
THE MONUMENT OR BENCHMARK. THE CONTRACTOR SHALL CONTRACT WITH A
LICENSED SURVEYOR FOR MONUMENTS REQUIRING DISTURBANCE OR REMOVAL,
AND THE SURVEYOR SHALL RESET THE MONUMENTS OR PROVIDE PERMANENT
WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE
AUTHORITY HAVING JURISDICTION, PURSUANT TO ALL APPLICABLE BUSINESS AND
PROFESSIONAL CODES.
STANDARD ABBREVIATIONS
AC
ASPHALTIC CONCRETE
IE
INVERT ELEVATION
BLDG
BUILDING
INV
INVERT
BCR
BEGIN CURB RETURN
LA
LANDSCAPE AREA
BVC
BEGIN VERTICAL CURVE
NG
NATURAL GRADE
BW
BOTTOM OF WALL
PA
PLANTER AREA
CB
CATCH BASIN
PCC
PORTLAND CEMENT
NATURAL GAS:
NORTHWEST NATURAL
SITE AREA:
CONCRETE
C/L
CENTERLINE
U)
U0
o
P/L
PROPERTY LINE
CMU
CONCRETE MASONRY UNIT
LL
r
Lu
ZQ
0
POC
POINT OF CONNECTION
CONC
CONCRETE
ur)
(V
LU
CO
PS
PARKING STRIPE
DW
DRIVEWAY
PVC
POLYVINYLCHLORIDE
ECR
END CURB RETURN
RW
RIGHT OF WAY
EG
EXISTING GRADE
SO
STORM DRAIN
EP
EDGE OF PAVEMENT
SG
SUB -GRADE ELEVATION
EVC
END VERTICAL CURVE
SS
SANITARYSEWER
FF
FINISHED FLOOR
TC
TOP OF CURB, CONCRETE
FG
FINISHED GRADE
TF
TOP OF FOOTING
FH
FIRE HYDRANT
W
TG
TOP OF GRATE
FL
FLOW LINE
TW
TOP OF WALL
FS
FINISHED SURFACE
VC
VERTICAL CURVE
GB
GRADE BREAK
Q
UTILITY PURVEYORS
ELECTRICITY:
SPRINGFIELD UTILITY BOARD
250 A ST
Lu
SPRINGFIELD, OR 97477
ARCHITECT:
(541) 746-8451
SEWER:
CITY OF SPRINGFIELD INFRASTRUCTURE OPERATIONS AND MAINTENANCE
U�
201 S 18TH ST
GEOTECHNICAL:
SPRINGFIELD, OR 97477
(541) 726-3761
WATER:
SPRINGFIELD UTILITY BOARD
SURVEYOR:
250 A ST
Cy)
SPRINGFIELD, OR 97477
U)
(541) 746-8451
NATURAL GAS:
NORTHWEST NATURAL
SITE AREA:
3087 BROADWAY ST NE
077
SALEM, OR 97303
PROJECT INFORMATION
CLIENT:
ANYTIME SELF STORAGE LLC
2538 NE DIVISION ST
Lu
BEND, OR 97703
ARCHITECT:
JACKSON MAIN ARCHITECTURE
00
311 FIRST AVE SOUTH
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SEATTLE, WA 98104
GEOTECHNICAL:
CARLSON TESTING INC.
89970 HWY 99
EUGENE, OR 97402
SURVEYOR:
DOWL
Cy)
963 SW SIMPSON #200
U)
BEND, OR 97702
TAXLOT:
1702280000901
SITE AREA:
2.69 AC
SHEET INDEX
SHEET SHEET TITLE
C-0.0 TITLE SHEET
C-1.0 TENTATIVE EXISTING CONDITIONS AND DEMOLITION PLAN
C-2.0 TENTATIVE CIVIL SITE &UTILITY PLAN
C-3.0 TENTATIVE GRADING AND DRAINAGE PLAN
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PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
YYXXX
J. MITCHELL
E.PASSEY
J. LORD
TITLE SHEET
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JACKSON I MAIN ARCHITECTURE P.S. 02022
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PROJECT NO.:
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J. MITCHELL
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J. LORD
TITLE SHEET
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JACKSON I MAIN ARCHITECTURE P.S. 02022
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GENERAL NOTES:
ALL EXISTING UTILITIES SHOWN ARE BASED ON THE BEST KNOWLEDGE AVAILABLE
CONTRACTOR TO POTHOLE ALL POINTS OF CONNECTION AND VERIFY ALL
CLEARANCES. MATERIAL DEPTH AND LOCATION SHALL BE IDENTIFIED BY
CONTRACTOR. IF THERE ARE ANY DIFFERENCES FROM PLAN WITH ANY OF THESE
ITEMS, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY.
'❑ EXISTING DECIDUOUS TREES TO BE REMOVED (TYP.3)
2❑ EXISTING DECIDUOUS TREESTO REMAIN
°❑ EXISTING GRAVEL ROAD TO BE REMOVED
^❑ EXISTING AC PAVEMENT TO BE REMOVED
❑' EXISTING VEGETATION TO BE REMOVED
°❑ EXISTING SIGN TO BE REMOVED
'❑ EXISTING LIGHTS TO BE REMOVED (TYP. 4)
e❑ EXISTING AC PAVEMENT TO REMAIN
e❑ EXISTING OVERHEAD POWER LINE TO BE RELOCATED
10 EXISTING POWER POLE TO BE RELOCATED
EXISTING STREET LIGHT TO BE RELOCATED
EXISTING SWALE TO BE REMOVED
EXISTING HYDRANT TO REMAIN
1° EXISTING POWER POLE TO REMAIN
EXISTING FENCE TO BE REMOVED
TAXI -OT 1702280000500
DEED R2444/9857249
NOT IN PROJECT
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OHP
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TAXI -OT 1702280000600
DEED R2444/9857250
NOT IN PROJECT
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ROJECT PROPERTY
TAXLOT
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2.47 ACRES
HEAVY INDUSTRIAL
ZONE
SOIL TYPES:
CHAPMAN LOAM /
CHEHALIS SILTY CLAY LOAM, /
OCCASIONALLY FLOODED
pR0 F 7p O FR�CINF
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TAXI -OT 17022800002500 \
DEED R289D/51679 \
NOT IN PROJECT
EXISTING CONDITIONS AND DEMOLITION LEGEND
W W EXISTING WATER LINE
ss S.S EXISTING SANITARY SEWER LINE
E EXISTING UNDERGROUND POWER
— — — —OHP— — — —OHP— EXISTING OVERHEAD POWER
So So EXISTING STORM DRAIN LINE
G EXISTING GAS LINE
T EXISTING COMMUNICATIONS LINE
EXISTING BUILDING
EXISTING FENCE
— — — — — — — — — EXISTING EASEMENT
ADJACENT PROPERTY LINE
-- PROJECT PROPERTY LINE
-------- 3690 -------- MAJOR CONTOUR (5' INTERVAL)
—-- 3691 -------- MINOR CONTOUR (1' INTERVAL)
EXISTING TREE
EXISTING TREE TO BE REMOVED
EXISTING AC PAVEMENT
EXISTING AC PAVEMENT TO BE REMOVED
EXISTING CONCRETE
° a a EXISTING CONCRETE TO BE REMOVED
EXISTING CURB
EXISTING CURB TO BE REMOVED
EXISTING GRAVEL TO BE REMOVED
EXISTING SWALE CENTERLINE
NA
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TAXI -OT 1702280000500
DEED R2444/9857249
NOT IN PROJECT
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all FIRST AVENUE SOUTH
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PROJECT NO.: YYXXX
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EXISTING
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DEMOLITION PLAN
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JACKSON I MAIN ARCHITECTURE P.S. 02022
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PROJECT NO.: YYXXX
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TAXLOT 1702280000500
DEED R2444/9857249
NOT IN PROJECT
PROPOSED
STORAGE UNITS
6,937 SF
GENERAL NOTES
ALL EXISTING UTILITIES SHOWN ARE BASED ON THE BEST KNOWLEDGE AVAILABLE.
CONTRACTOR TO POTHOLE ALL POINTS OF CONNECTION AND VERIFY ALL CLEARANCES.
MATERIAL DEPTH AND LOCATION SHALL BE IDENTIFIED BY CONTRACTOR. IF THERE ARE ANY
DIFFERENCES FROM PLAN WITH ANY OF THESE ITEMS, ENGINEER OF RECORD SHALL BE
NOTIFIED IMMEDIATELY.
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CIVIL SITE & UTILITY PLAN LEGEND
--
W
\
PROPERTY LINE
— — — — —
— — —
—
EXISTING EASEMENT
18,949 SF (17.6%)
BUILDING FOOTPRINT=
SETBACK
—
33,759 SF (31.3%)
TOTAL IMPERVIOUS AREA=
CENTERLINE
BUILDING
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CONCRETE SIDEWALK
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1-w
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WATER METER
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FIRE HYDRANT
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PROPOSED
STORAGE UNITS
13,479 SF
SITE CONSTRUCTION NOTES:
O1 INSTALL AC PAVEMENT
TAXLOT 1702280000600
DEED R2444/9857250
NOT IN PROJECT
/
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W
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PROPOSED \
STORAGE UNITS
11,902 SF
PROJECT PROPERTY
TAXLOT
1702280000901
2.47 ACRES
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P4
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TAXLOT 17022800002500
DEED R289D/51679 \ \
NOT IN PROJECT
OINSTALL PARKING STALL STRIPING (TYP.). SEE ARCHITECTURAL PLANS FOR
SANITARY SEWER CONSTRUCTION NOTES:
ss1 INSTALL ±221 LF OF 8" GRAVITY SEWER MAIN PER CITY OF SPRINGFIELD STANDARDS AND
SPECIFICATIONS. CONNECT TO EXISTING 8" GRAVITY SEWER MAIN IN THE HIGH BANKS ROAD/
52ND STREET INTERSECTION.
ssz INSTALL STANDARD SEWER MANHOLE WITH STANDARD SEWER MANHOLE RING & COVER PER
CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS.
sss SEWER POINT OF CONNECTION AT BUILDING. SEE MECHANICAL AND PLUMBING PLANS.
cWcq INSTALL 4" GRAVITY SEWER SERVICE PER CITY OF SPRINGFIELD STANDARDS AND
SPECIFICATIONS.
WATER CONSTRUCTION NOTES:
O INSTALL 1" COMMERCIAL WATER SERVICE LINE AND WATER METER PER SPRINGFIELD UTILITY
BOARD STANDARDS AND SPECIFICATIONS.
O INSTALL 6" FIRE HYDRANT LINE PER SPRINGFIELD UTILITY BOARD STANDARDS AND
SPECIFICATIONS.
O INSTALL FIRE HYDRANT PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS.
O INSTALL 1" RPBA (REDUCED PRESSURE BACKFLOW ASSEMBLY) PER SPRINGFIELD UTILITY BOARD
AND OREGON PLUMBING SPECIALITYCODE.
O WATER SERVICE POINT OF CONNECTION AT BUILDING. SEE PLUMBING AND MECHANICAL PLANS
FOR DETAILS.
O INSTALL FIRE SPRINKLER LINE AND DCDA PER SPRINGFIELD UTILITY BOARD STANDARDS AND
SPECIFICATIONS.
POWER CONSTRUCTION NOTES:
P� INSTALL POWER SERVICE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS.
Pz POWER METERS PER MECHANICAL PLANS. SEE MECHANICAL PLANS FOR POINT OF CONNECTION
AT BUILDING.
P3 RELOCATE EXISTING OVERHEAD POWER LINE PER SPRINGFIELD UTILITY BOARD STANDARDS
AND SPECIFICATIONS.
Pq RELOCATE EXISTING POWER POLE PER SPRINGFIELD UTILITY BOARD STANDARDS AND
SPECIFICATIONS.
P5 RELOCATE EXISTING STREET LIGHT PER SPRINGFIELD UTILITY BOARD STANDARDS AND
SPECIFICATIONS.
DETAILS.
O3 INSTALL FENCE. SEE ARCHITECTURAL PLANS FOR DETAILS.
O4 INSTALL ACCESS GATE. SEE ARCHITECTURAL PLANS FOR DETAILS.
OS INSTALL ADA PARKING STALL AND ACCESS AISLE.
O6 INSTALL LANDSCAPING. SEE LANDSCAPE PLANS FOR DETAILS.
SITE PLAN NOTES
PROPOSED
STORAGE UNITS
9,800 SF
HIGH
OC AL ROAD AD
\ OHP
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STORAGE UNITS
ssz
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ss,
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2,617 SF %
SS3
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34.02'
0
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PROJECT PROPERTY LINE N89°00'29'W FTgA
TOTAL PARKING STALLS PROVIDED = 8 c
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ACCESSIBLE PARKING STALLS PROVIDED = 1
TOTAL SITE AREA = 107,668 SF (2.47 AC)
TOTAL PROPOSED LANDSCAPE AREA
W
\
TAXLOT 1702280000500
DEED 82444/9857249
W
NOT IN PROJECT
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TAXLOT 17022800002500
DEED R289D/51679 \ \
NOT IN PROJECT
OINSTALL PARKING STALL STRIPING (TYP.). SEE ARCHITECTURAL PLANS FOR
SANITARY SEWER CONSTRUCTION NOTES:
ss1 INSTALL ±221 LF OF 8" GRAVITY SEWER MAIN PER CITY OF SPRINGFIELD STANDARDS AND
SPECIFICATIONS. CONNECT TO EXISTING 8" GRAVITY SEWER MAIN IN THE HIGH BANKS ROAD/
52ND STREET INTERSECTION.
ssz INSTALL STANDARD SEWER MANHOLE WITH STANDARD SEWER MANHOLE RING & COVER PER
CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS.
sss SEWER POINT OF CONNECTION AT BUILDING. SEE MECHANICAL AND PLUMBING PLANS.
cWcq INSTALL 4" GRAVITY SEWER SERVICE PER CITY OF SPRINGFIELD STANDARDS AND
SPECIFICATIONS.
WATER CONSTRUCTION NOTES:
O INSTALL 1" COMMERCIAL WATER SERVICE LINE AND WATER METER PER SPRINGFIELD UTILITY
BOARD STANDARDS AND SPECIFICATIONS.
O INSTALL 6" FIRE HYDRANT LINE PER SPRINGFIELD UTILITY BOARD STANDARDS AND
SPECIFICATIONS.
O INSTALL FIRE HYDRANT PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS.
O INSTALL 1" RPBA (REDUCED PRESSURE BACKFLOW ASSEMBLY) PER SPRINGFIELD UTILITY BOARD
AND OREGON PLUMBING SPECIALITYCODE.
O WATER SERVICE POINT OF CONNECTION AT BUILDING. SEE PLUMBING AND MECHANICAL PLANS
FOR DETAILS.
O INSTALL FIRE SPRINKLER LINE AND DCDA PER SPRINGFIELD UTILITY BOARD STANDARDS AND
SPECIFICATIONS.
POWER CONSTRUCTION NOTES:
P� INSTALL POWER SERVICE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS.
Pz POWER METERS PER MECHANICAL PLANS. SEE MECHANICAL PLANS FOR POINT OF CONNECTION
AT BUILDING.
P3 RELOCATE EXISTING OVERHEAD POWER LINE PER SPRINGFIELD UTILITY BOARD STANDARDS
AND SPECIFICATIONS.
Pq RELOCATE EXISTING POWER POLE PER SPRINGFIELD UTILITY BOARD STANDARDS AND
SPECIFICATIONS.
P5 RELOCATE EXISTING STREET LIGHT PER SPRINGFIELD UTILITY BOARD STANDARDS AND
SPECIFICATIONS.
DETAILS.
O3 INSTALL FENCE. SEE ARCHITECTURAL PLANS FOR DETAILS.
O4 INSTALL ACCESS GATE. SEE ARCHITECTURAL PLANS FOR DETAILS.
OS INSTALL ADA PARKING STALL AND ACCESS AISLE.
O6 INSTALL LANDSCAPING. SEE LANDSCAPE PLANS FOR DETAILS.
SITE PLAN NOTES
PROPOSED
STORAGE UNITS
9,800 SF
HIGH
OC AL ROAD AD
\ OHP
\ OHp�
Oyp \
�OHp \
\ \
\OHP
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PROPOSED M. .I. 1-:203.32', 85699.58' �tv —
STORAGE UNITS
ssz
9,330 SF
ss,
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/ STORAGE UNITS Oz
2,617 SF %
SS3
5
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34.02'
0
v- v-
5.00'S
PROJECT PROPERTY LINE N89°00'29'W FTgA
TOTAL PARKING STALLS PROVIDED = 8 c
vi
ACCESSIBLE PARKING STALLS PROVIDED = 1
TOTAL SITE AREA = 107,668 SF (2.47 AC)
TOTAL PROPOSED LANDSCAPE AREA
� -so.o'
50.0' ROW COUNTY ROAD NO. 440
COUNTY ROAD N0.440 � (WIDTH/LEGALITY TBD)
4.5'
pLANTER � 10.0' 10.0'
MULTI -USE STRIP LANE WIDTH LANE WIDTH
PATH
��- 2.0% 2.0
� 100' ROW ROAD SECTION
ROW
20.0' ROW
COUNTY ROAD N0.440SHY CL
1 2.0 10.0' � PLANTER
MULTI -USE PATH STRIP
-50.0'
COUNTY ROAD NO. 440
(WIDTH/LEGALITY TBD)
7.0'
I
10.0' 10.0'
LANE WIDTH LANE WIDTH
2.0%
2.0
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JACKSON I MAIN
ARCHITECTURE
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
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W W W JACKSONMAIN.COMuj
Engineer of Record:
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18,949 SF (17.6%)
BUILDING FOOTPRINT=
54,960 SF (51.0%)
TOTAL HARDSCAPEAREA =
33,759 SF (31.3%)
TOTAL IMPERVIOUS AREA=
88,719 SF (82.4%)
� -so.o'
50.0' ROW COUNTY ROAD NO. 440
COUNTY ROAD N0.440 � (WIDTH/LEGALITY TBD)
4.5'
pLANTER � 10.0' 10.0'
MULTI -USE STRIP LANE WIDTH LANE WIDTH
PATH
��- 2.0% 2.0
� 100' ROW ROAD SECTION
ROW
20.0' ROW
COUNTY ROAD N0.440SHY CL
1 2.0 10.0' � PLANTER
MULTI -USE PATH STRIP
-50.0'
COUNTY ROAD NO. 440
(WIDTH/LEGALITY TBD)
7.0'
I
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LANE WIDTH LANE WIDTH
2.0%
2.0
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ARCHITECTURE
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
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PROGRESS SET
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PROJECT NO.: WXXX
PROJECT MGR.: J. MITCHELL
DRAWN BY: E. PASSEY
CHECKED BY: J. LORD
CIVIL SITE &
UTILITY PLAN
JACKSON MAIN ARCHITECTURE P.S. 02022
41
— E
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DRAINAGE CALCULATIONS:
HORIZONTAL SCALE: 1"=30'
30 0 30 60
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all FIRST AVENUE SOUTH
SEATTLE, WA 98104
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PROPOSED MAJOR CONTOUR (5' INTERVAL)
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PROPOSED MINOR CONTOUR (1' INTERVAL)
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MAJOR CONTOUR (5' INTERVAL)
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MINOR CONTOUR (1' INTERVAL)
FLOW DIRECTION
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HORIZONTAL SCALE: 1"=30'
30 0 30 60
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JACKSON I MAIN
ARCHITECTURE
all FIRST AVENUE SOUTH
SEATTLE, WA 98104
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PROJECT NO.:
PROJECT MGR.:
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J. MITCHELL
E.PASSEY
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GRADING AND
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PROGRESS SET
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PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
YYXXX
J. MITCHELL
E.PASSEY
J. LORD
GRADING AND
DRAINAGE PLAN
C-3.0
JACKSON I MAIN ARCHITECTURE P.S. 02022
1 / A1.00 I 1 / A1.01
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OVERALL SITE PLAN
TRUE PROJECT
NORTH NORTH
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NORTH NORTH
SHEET NOTES:
A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT
OF WAYS.
B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY
SURVEY.
C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL
LANDSCAPE FEATURES AND ELEMENTS.
D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS.
E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN
CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED,
REFER TO CIVIL DRAWINGS.
F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 120 IN THE PRIMARY
DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 150 PERPENDICULAR TO
THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS.
G. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS
OTHERWISE NOTED.
H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES.
I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING.
J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVILAND
LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK,
LANDSCAPING AND CONTEXTUAL SITE INFORMATION.
K. REFER TO CIVIL FOR FINISH FLOOR ELEVATIONS (FFE) -THESE CORRESPOND TO
ARCHITECTURAL 0'-0"
L. ALL EXTERIOR CONCRETE STAIRS SHALL RECEIVE EMBEDDED NOSING AS SPECIFIED.
SURFACE MOUNTED NOSING WITH MECHANICAL FASTENERS ARE NOT ACCEPTABLE
KEYNOTES:
# NOTE
03.04
CONCRETE WHEEL STOP REF. CIVIL
32.03
NEW 6-0" HIGH BLACK ORNAMENTAL METAL PICKET FENCE PER PLANS AND
DETAILS.
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JACKSON I MAIN
A R C H I T E C T U R E
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206 324 4800
WWW JACKSONMAIN. COM
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OF WAYS.
B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY
SURVEY.
C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL
LANDSCAPE FEATURES AND ELEMENTS.
D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS.
E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN
CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED,
REFER TO CIVIL DRAWINGS.
F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 120 IN THE PRIMARY
DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 150 PERPENDICULAR TO
THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS.
G. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS
OTHERWISE NOTED.
H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES.
I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING.
J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVILAND
LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK,
LANDSCAPING AND CONTEXTUAL SITE INFORMATION.
K. REFER TO CIVIL FOR FINISH FLOOR ELEVATIONS (FFE) -THESE CORRESPOND TO
ARCHITECTURAL d-0"
L. ALL EXTERIOR CONCRETE STAIRS SHALL RECEIVE EMBEDDED NOSING AS SPECIFIED.
SURFACE MOUNTED NOSING WITH MECHANICAL FASTENERS ARE NOT ACCEPTABLE
32.03
KEYNOTES:
# NOTE
11.01
VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS, MOTOR OPERATOR,
~
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KEY -PAD PANEL MOUNTED ON KEYPAD BOLLARD PER DETAIL; PROVIDE
0
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REF. ELECTRICAL SITE PLAN
32.03
NEW 6,0" HIGH BLACK ORNAMENTAL METAL PICKET FENCE PER PLANS AND
F'
DETAILS.
32.04
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TRUE PROJECT
NORTH NORTH
SHEET NOTES:
A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT
OF WAYS.
B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY
SURVEY.
C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL
LANDSCAPE FEATURES AND ELEMENTS.
D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS.
E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN
CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED,
REFER TO CIVIL DRAWINGS.
F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 120 IN THE PRIMARY
DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 150 PERPENDICULAR TO
THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS.
G. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS
OTHERWISE NOTED.
H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES.
I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING.
J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVILAND
LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK,
LANDSCAPING AND CONTEXTUAL SITE INFORMATION.
K. REFER TO CIVIL FOR FINISH FLOOR ELEVATIONS (FFE) -THESE CORRESPOND TO
ARCHITECTURAL d-0"
L. ALL EXTERIOR CONCRETE STAIRS SHALL RECEIVE EMBEDDED NOSING AS SPECIFIED.
SURFACE MOUNTED NOSING WITH MECHANICAL FASTENERS ARE NOT ACCEPTABLE
32.03
KEYNOTES:
# NOTE
11.01
VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS, MOTOR OPERATOR,
~
W
KEY -PAD PANEL MOUNTED ON KEYPAD BOLLARD PER DETAIL; PROVIDE
0
ELECTRICAL CONDUIT RUNS TO MOTOR OPERATOR AND BOLLARD LOCATIONS;
J
REF. ELECTRICAL SITE PLAN
32.03
NEW 6,0" HIGH BLACK ORNAMENTAL METAL PICKET FENCE PER PLANS AND
F'
DETAILS.
32.04
ORNAMENTAL METAL PICKET PEDESTRIAN GATE, TUBULAR METAL, 36° WIDE
U
EQUIPPED WITH ANSI A117.1 COMPLIANT HARDWARE AND PICKETS TO
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PREVENT ENTRY OR ACTUATION FROM EXTERIOR SIDE.
wil A
JACKSON I MAIN
A R C H I T E C T U R E
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206 324 4800
WWW JACKSONMAIN. COM
PROGRESS SET
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SITE PLAN
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JACH IMAIN ARC ITECTU RE PS®'=
SHEET NOTES:
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KEYNOTES:
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JACKSON I MAIN
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PROJECT NO.: 22145
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ENLARGED SITE PLAN - ENTRANCE GATE PROJECT MGR.: DH
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ENLARGED SITE
PLANS
A1.02
JACH I MAIN ARp ITEC RE PS ®'=
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DESIGNER NOTE: VERIFY WHAT GATE IS USED FOR AND IF SELF STORAGE NOTES ARE NEEDED AND IF SO, WHERE ARE THEY LOCATED.
(20' - d' PREFERRED)
PEDESTRIAN ACCESS GATETO BE
THE SAME MATERIAL AND COLOR AS
GATE/ FENCE, WITH SECURITY MESH 9 R
PAN EL AN D ACCESSIBLE LEVER y N
HANDLE HARDWARE SEE MAN GATE
DETAIL FOR MORE INFORMATION
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OPTIONAL C.I.P. 6" CONCRETE
CURB. SEE PLAN FOR PLANTER
LOCATION. RUN CURB IN fO
FRONT OF CMU FENCE PIER,
WHERE OCCURS.
EDGE OF CONCRETE SLAB
(VERIFY WITH CIVIL)
AUTOMATIC SLIDING GATE - ENTRY/EXIT PLAN
METAL ENCLOSURE FOR KEYPAD
3x 3x 1/4" TUBE STEEL KEYPAD
COLUMN. FINISH WITH SILICON -
POLYESTER PAINT, (COLOR PER
OWNER). COLUMN TO BE
PREFABRICATED BY'QUICKSTOR
DESIGNS' OR EQUAL
BASE COVER PLATE WITH (4) 9x 3/8"
'L' ANCHOR BOLTS (ALL -THREAD BOLT
TYPE ONLY) 1"ABOVE CONCRETE PAD
PL. NOTE: CURB PER CIVIL OR
PROVIDED CURB DETAIL
(1) 3/4"AND (1) METAL CONDUITS
KEY PAD - SECTION DETAIL
TYPICAL PEDESTAL KEYPAD WITH (2) 6" dia.
BOLLARDS
GATE OPERATOR WITH BOLLARD
PROTECTION
GATE PROTECTION GUARD WITH 6" dia.
BOLLARDS AND 8" STEEL CHANNEL PAINTED
PUBLIC STORAGE ORANGE. USE WHERE
PARKING OR PEDESTRIAN CIRCULATION IS
ADJACENT TO SLIDING GATE.
TYPICAL SLIDING GATE STEELTRACK
TYPICAL 6'-0" HIGH PICKET FENCE
6" SQUAR E STAN DAR D METAL FENS E
POST AT GATE OPENING
TYPICAL METAL PICKET SLIDING GATE,
VERIFY GATE TYPE USED AT SITE
TYPICAL PAINTED'STOP SIGN'
TYPICAL DETECTOR LOOP,
SEE SPECIFICATION FOR FURTHER INFO
8"
3x 3x 1/4" STEEL TUBE CENTERED
3/4" AND WELDED TO PLATE
0 0 (4) 7/16" 0 THROUGH HOLES
3/4" 0 CON DU IT
04—�a0 2'0 THROUGH HOLES
0 0 Bx 8x 3/16" STEEL PLATE
NOTE:
USE 9 -LONG x 3/8"L' BOLTS IN
CONCRETE PAD. ALL BOLTS SHALL
BE ALL-TH READ MATERIAL ONLY
EACH BOLT SHOULD NOT EXCEED
1"ABOVE CONCRETE.
KEY PAD - BASE PLATE DETAIL
1 1/T = 111
ACCESSIBILITY SYMBOL PER
a (REFERENCE CODE) AND ICC/ANSI
A117.1, CHAPTER 703
CHARACTERS PER (REFERENCE
CODE) AND ICC/ANSI Al 17.1
ENTRANCE
BRAILLE SYMBOLS PER (REFERENCE
CODE) AND ICC/ANSI A117.1
6'
ACCESSIBILITY SYMBOL PER
(REFERENCE CODE) AND ICC/ANSI
Al 17. 1, CHAPTER 703
DIRECTIONAL
NOTE:
1. IDENTIFICATION SIGNS SHALL BE PER (REFERENCE CODE) AND ICC/ANSI
A117.1-2009.
2. CENTERLINE OF SIGN SHALL BE 10" FROM THE LATCH SIDE OF DOOR.
3. REFER TO SIGNAGECONSULTANT'S DRAWINGS FOR SIGN LOCATIONSAND
REQUIRED TEXT.
4. SEE SIGNAGE PACKAGE FOR SIGN MATERIALS AT (GARAGE ELEVATOR LOBBY)
LOCATIONS. PROVIDE SAMPLES FOR APPROVAL PRIOR TO FABRICATION.
5. SIGNS SHOWN ARE REPRESENTATIVE ONLY. REFER TO SIGNAGE DESIGNER
PLANS FOR ADDITIONAL INFORMATION.
S. SUBMIT FULL SIZE SAMPLES OF ALL SIGNS TO THE ARCHITECT AND SIGNAGE
CONSULTANT FOR APPROVAL.
VERIFY CODEAND DATE REFERENCES
ACCESSIBLE ENTRANCE AND
17 DIRECTIONAL SIGNAGE (2017
3" T-17'
ORNAMENTAL METAL FENCE
III
4" CATCH POST WITH 10"
CATCH PLATE
PRESSURE SENSOR EDGE
STOP SWITCH ON LEADING
EDGE OF GATE, BY MILLER
EDGE OR OWNER
APPROVED EQUAL
INVERTED STEELANGLE
ROLLING GATE TRACKS
WITH ANCHOR STUDS
IMBEDDED INTO CONCRETE
DESIGNER NOTE:
CHECK WITH LOCAL JURISDICTION FOR ADDITIONAL SIGNAGE
DESIGNER NOTE:
CHECK WITH LOCAL JURISDICTION FOR ADDITIONAL SIGNAGE
REQUIREMENTS.
FOR EXAMPLE CALIFORNIA T24 REQUIRES"MINIMUM FINE" DISPLAYED.
REQUIREMENTS.
FOR EXAMPLE CALIFORNIA T24 REQUIRES"MINIMUM FINE" DISPLAYED.
16"
OfI—
00�
WE IT, MILE;
wwk
ARROW DIRECTION VARIES PER
LOCATION/ ORIENTATION OF SIGN
R ELATIV E TO EXIT- SEE G0.02 AN D
GO.03.
ACCESSIBILITY DIRECTIONAL
EXIT SIGN (2017)
1 1 3' =1,-g,
4 C <V
E7S;ifl
PAINT WITH 2 COATS OF
TRAFFIC LINE WHITE
NOTE:
PROVIDE PAINTED
DIRECTIONAL AR ROW AT ALL
LOCATIONS INDICATED ON
SITE PLANS
PARKING DIRECTIONAL ARROW SINGLE
DESIGNER NOTE: VERIFY HEIGHT OF ANY FENCE PER PLAN AND COORDINATE HEIGHT ON
THESE DETAILS.
V" SQUARE x 14ga. 3 6 FULLY WELDED END CAP
:KET SLOPED TO DRAIN
0
1-1/2" 14 ga.
IANNEL RAIL TYP. 4" SQUARE POST, FOR
.00. POST ANCHORAGE
REFERENCE POST DETAIL
I/2" SQUARE POST
IE OF EXISTING
tADE
JTE:
PAINT ALL METAL
PER ELEVATIONS
EXPANDED MEAL
c c SECURITY MESH, COLOR
ro r TO MATCH FENCE
STEEL SECURITY PLACE
FORHARDWARE
ACCESSIBLE HARDWARE
WITH KEY LOCK AND
R SELF-CLOSING EGRESS
M HARDWARE
FINISH GRADE
O NOTE:
PAINT ALL METAL
ORNAMENTAL PEDESTRIAN GATE
i/2"= III
ORNAMENTAL ROLLING GATE DETAIL
V7 =1'-0"
4" GUIDE POST
2x 1-1/2" METAL
GATEFRAME
3/4" SQUARE BAR
AT 4-3/4" O.C.
GATE
OPERATOR
NOTE:
PAINT ALL METAL
ro
RESERVED WIDE GREEN
CO
N COLOR BAND
PARKIN
REF. NOTE SBELOW
ACCESSIBLE
PARKING
ONLY
<V
VAN
0
ACCESSIBLE
REF. NOTE 6 BELOW
WHITE REFLECTIVE
BACKGROUND TYP.)
1 1/2" dia. SSTL
POST
3/8" WIDE GREEN
COLOR BAND
WHITE REFLECTIVE
BACKGROUND TYP.)
REF. NOTE 5 BELOW
PROVIDE VAN SIGN
AT EACH VAN
SPACE INDICATED
ON SITE PLAN
LL
1- OJF z ?v zm 12"
rca �0Zw
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NOTE:
1. PLACE ONE SIGN PER ADA STALL AS INDICATED ON SITE PLAN.
2. THIS SIGN MAY BE USED AS WALL MOUNTED, PROVIDED THE BOTTOM OF THE SIGN
IS 60" MIN. ABOVETHE STALL HEIGHT OFTHE PARKING SPACE.
3. SIGNS SHALL BE CENTERED ON THE PARKING SPACE.
4. THE SIGN FACE SHOULD BE LOCATED NO FARTHER THAN 6 FEET FROM EACH
PARKING SPACE.
5. CONTRACTOR TO COORDINATE ALL LETTERING SERIES AND COLOR WITH LOCAL
JURISDICTION.
6. INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE ON Bx 6" BLUE FIELD WITH 1/2"
RADIUS CORNERS.
ACCESSIBLE PARKING SIGNAGE
ACCESSIBLE PARKING SIGN,
REFERENCE ENLARGED DETAIL
FOR LOCATION AND ADDITIONAL
INFORMATION
------
3" WIDE TRAFFIC WHITE
PAINT, T- 0" O.C. AT 45
DEGREEANGLE
3x T INTERNATIONAL
SYMBOL OF ACCESSIBILITY,
CENTER ON SPACE
3" WIDETRAFFIC
WHITE PAINT. TYP.
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SHALL BE PLACED IN EACH PARKING SPACE DESIGNATED FOR USE BY PERSONS
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A R C H I T E C T U R E
311 FIRST AVENUE SOUTH
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PLANT QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY
CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES PRIOR TO
SUBMITTING BID.
ALL SPECIFIED PLANTS SHALL FOLLOW THE STANDARDS ESTABLISHED
BY THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1-2014
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