Storquest Self-Storage Facility1.COVER SHEET
2.CONSTRUCTION NOTES
3.TYPICAL STREET SECTIONS
4.EXISTING CONDITIONS PLAN (TOPOGRAPHIC SURVEY)
5.GRADING AND EROSION CONTROL PLAN
6.COMPOSITE UTILITY PLAN
7.SW McKENZIE ST. / SDLN-01 PLAN AND PROFILE
7A.SDLN-02 PLAN AND PROFILE
8.PACIFIC HWY WEST (OR99) PLAN AND PROFILE
9.CURB RETURN PLAN AND PROFILE
10.SIGNING AND STRIPING PLAN
11.WASHINGTON COUNTY SIGN LEGEND
12.CONSTRUCTION DETAILS CITY OF TIGARD
13.CONSTRUCTION DETAILS CLEAN WATER SERVICES
14.CONSTRUCTION DETAILS CLEAN WATER SERVICES
15.CONSTRUCTION DETAILS ODOT
16.CONSTRUCTION DETAILS ODOT
17.CONSTRUCTION DETAILS ODOT
EL1 STREET LIGHTING PLAN
EL2 STREET LIGHTING PLAN
L-1 TREE PRESERVATION AND REMOVAL AND
TREE CANOPY - PLANTING PLAN
L-2 PLANTING NOTES AND DETAILS
P1-P4 NPDES 1200-CN PERMIT SET
SHEET INDEX
( IN FEET )
GRAPHIC SCALE
1 inch = 30 ft.
N.T.S.
VICINITY MAP
UTILITY COMPANIES
WATER - CITY OF TIGARD
SEWER - CITY OF TIGARD
STORM - CITY OF TIGARD
GAS - NORTHWEST NATURAL
ELECTRIC - PORTLAND GENERAL ELECTRIC
TELE - FRONTIER
CABLE TV - COMCAST
LOCATES (48 HOURS NOTICE REQUIRED)
REPAIR EMERGENCIES
OWNER/APPLICANT
12740 SW PACIFIC SP, LLC
201 WILSHIRE BLVD., SUITE #102
SANTA MONICA, CA 90401
CONTACT: JON SUDDARTH
PHONE (303) 842-5690
SITE INFORMATION
TOTAL AREA:1.43 ACRES
POST DEDICATION:1.36 ACRES
LOCATION:2S1 02BD
TAX LOT:1503
ADDRESS:12800 SW PACIFIC HWY.
PERCIVAL - LANDSCAPE ARCHITECTURE
2683 S.E. WAVERLEIGH BLVD
PORTLAND, OR 97202
PHONE (503) 939-3547
CONTACT: JOE PERCIVAL
LANDSCAPE ARCHITECT
BENCHMARK: 5/8" IRON ROD WITH YELLOW
PLASTIC CAP, STATION DESIGNATION
GC_022-051.
ELEVATION: 180.32 FEET (NGVD 29)
VERTICAL DATUM
C O V E R
S H E E T
1
PUBLIC STREET IMPROVEMENTS
(PACIFIC HWY WEST(OR99W) / SW McKENZIE STREET)
TAX MAP 2S1 02BD
ODOT ROW MAP NO. 3B-22-3 / MILEPOST 9.56-9.60 SITE
IMPERVIOUS AREA
PUBLIC ROADS = 8,058 SF
PRIVATE ROADS = 16,545 SF
SIDEWALKS = 1,321 SF
BUILDING = 31,575 SF
TOTAL NEW IMPERVIOUS = 57,499 SF
DISTURBED AREA
(ONSITE & OFFSITE)
ONSITE = 62,464 SF
OFFSITE = 11,186 SF
TOTAL DISTURBED AREA = 73,650 SF
(1.69 AC)
0 7 /2 5 /2 0 1 9
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P
I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
SURVEYOR
CHASE, JONES AND ASSOCIATES, INC.
716 SE 11th AVE.
PORTLAND, OR 97214
PHONE (503) 228-9844
CONTACT: ERRIC JONES
PIONEER DESIGN GROUP, INC.
9220 SW WASHINGTON SQ. RD., SUITE #170
PORTLAND, OR 97223
CONTACT: LUKE R. LAPPIN, P.E.
PHONE (503) 643-8286
ENGINEER
STORQUEST SELF-STORAGE FACILITY
C O N S T R U C T I O N
N O T E S
2
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
ABBREVIATIONS
WATER SUPPLY
STORM DRAINAGE
SANITARY SEWERS
ROADS
EXCAVATION AND GRADINGGENERAL CONDITIONS GENERAL CONDITIONS (CONT.)
INSPECTIONS
CONSTRUCTION PARKING
T Y P I C A L
S T R E E T
S E C T I O N S
3
WET WEATHER
CONSTRUCTION PAVEMENT SECTION NOTES
INSPECTIONS NOTE
INSPECTIONS CHECKLIST
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P
I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
TYPICAL ARTERIAL STREET
PACIFIC HWY WEST (OR99W) (SW PACIFIC HWY)
TYPICAL LOCAL STREET
SW McKENZIE ST.
E X I S T I N G
C O N D I T I O N S
P L A N
4
LEGEND
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P
I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
GENERAL NOTES
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
G R A D I N G
A N D
E R O S I O N
C O N T R O L
P L A N
5
( IN FEET )
GRAPHIC SCALE
1 inch = 20 ft.
LEGEND
GENERAL NOTES
LEGEND
GENERAL UTILITY NOTES
( IN FEET )
GRAPHIC SCALE
1 inch = 20 ft.
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
C O M P O S I T E
U T I L I T Y
P L A N
6
CONSTRUCTION NOTES
SW McKENZIE STREET (PUBLIC) / SDLN-01 (PUBLIC) PLAN
SW McKENZIE STREET (PUBLIC) / SDLN-01 (PUBLIC) PROFILE
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P
I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
S W
M c K E N Z I E
S T R E E T
/
S D L N -0 1
P L A N
A N D
P R O F I L E
7
END TRANSITION STA: 11+61.69
SUPERELEVATION - RIGHT CURB
PUBLIC CATCH BASIN DATA
CONSTRUCTION NOTES
LEGEND
1 inch = 20 ft.
GRAPHIC SCALE
( IN FEET )
FULL SHED STA: 10+61.69
FLAT CROSS SLOPE STA: 11+11.69
END TRANSITION STA: 11+61.69
SDLN-02 (PUBLIC) PLAN
SDLN-02 (PUBLIC) PROFILE
P r o
j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P
I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
S D L N -0 2
P L A N
A N D
P R O F I L E
7A
CONSTRUCTION NOTES
LEGEND
1 inch = 20 ft.
GRAPHIC SCALE
( IN FEET )
SLOTTED LID FOR STORM MANHOLES
SCALE: NTS
GENERAL NOTES
PACIFIC HWY WEST (PUBLIC) PLAN
PACIFIC HWY WEST - SOUTH CURB PROFILE
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
P A C I F I C
H W Y
W E S T
(O R 9 9 W )
(S W
P A C I F I C
H W Y )
P L A N
A N D
P R O F I L E
8
CONSTRUCTION NOTES
LEGEND
1 inch = 20 ft.
GRAPHIC SCALE
( IN FEET )
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
C U R B
R E T U R N
P L A N
A N D
P R O F I L E
O R 9 9 W
D R I V E W A Y
D E T A I L
9
CURB RETURN No. 1 - PLAN
CURB RETURN No. 1 - PROFILE
1 inch = 10 ft.
GRAPHIC SCALE
( IN FEET )
DRIVEWAY DETAIL (STA. 105+54.32, 33.63' LT)
DRIVEWAY SECTION A-A
S I G N I N G
A N D
S T R I P I N G
P L A N
10
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
( IN FEET )
GRAPHIC SCALE
1 inch = 20 ft.
SIGNING AND STRIPING NOTES
3 -EACH
1
P E R M A N E N T S I G N I N G L E G E N D
W A S H I N G T O N
C O U N T Y
S I G N
L E G E N D
11
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
2
DEAD
END
USE THE FOLLOWING STANDARDS
FOR CITY OF TIGARD ONLY
3
C O N S T R U C T I O N
D E T A I L S
C I T Y
O F
T I G A R D
12
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
C O N S T R U C T I O N
D E T A I L S
C L E A N
W A T E R
S E R V I C E S
13
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
C O N S T R U C T I O N
D E T A I L S
C L E A N
W A T E R
S E R V I C E S
14
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
C O N S T R U C T I O N
D E T A I L S
O D O T
15
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
C O N S T R U C T I O N
D E T A I L S
O D O T
16
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
C O N S T R U C T I O N
D E T A I L S
O D O T
17
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
S E L F -S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST STORAGE
320-001
ENGINEERING
17TIGARD CASEFILE: SDR2016-00002
52V-089
VICINITY MAP
SITE MAP
EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTESSTORQUEST-TIGARD
E R O S I O N
A N D
S E D I M E N T
C O N T R O L
C O V E R
S H E E T
P1
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
-
S E L F
S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST SELF STORAGE
320-001
ENGINEERING
P4
52V-089
PERMITEE'S SITE INSPECTOR
PROJECT LOCATION
PROPERTY DESCRIPTION
PLANNING/ENGINEERING
NARRATIVE DESCRIPTIONS
RATIONALE STATEMENT
EROSION AND SEDIMENT CONTROL PLAN
REFER TO DEQs GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF
AVAILABLE BMPs.
INSPECTION FREQUENCY
P1
EROSION AND SEDIMENT CONTROL PLANS
EROSION AND SEDIMENT CONTROL COVER SHEET
P2
P3
CLEARING AND DEMOLITION
EROSION AND SEDIMENT CONTROL DETAILS
SHEET INDEX
LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES
APPLICANT
P4
EROSION AND SEDIMENT CONTROL PLAN
GRADING, STREET, AND UTILITY CONSTRUCTION
OWNER
REPAIR EMERGENCIES
LOCATES (48 HOURS NOTICE REQUIRED)
BMP MATRIX FOR CONSTRUCTION PHASES
SITE
0 7 /2 5 /2 0 1 9
SURVEYOR
C L E A R I N G
A N D
D E M O L I T I O N
E R O S I O N
A N D
S E D I M E N T
C O N T R O L
P L A N
P2
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
-
S E L F
S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST SELF STORAGE
320-001
ENGINEERING
P4
52V-089
PRE-CONSTRUCTION, CLEARING,
AND DEMOLITION NOTES
( IN FEET )
GRAPHIC SCALE
1 inch = 20 ft.
GENERAL NOTES
LEGEND
G R A D I N G ,
S T R E E T ,
A N D
U T I L I T Y
C O N S T R U C T I O N
E R O S I O N
A N D
S E D I M E N T
C O N T R O L
P L A N
P3
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
-
S E L F
S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST SELF STORAGE
320-001
ENGINEERING
P4
52V-089
GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES
EROSION AND SEDIMENT
CONTROL BMP IMPLEMENTATION
1 inch = 20 ft.
GRAPHIC SCALE
( IN FEET )
E R O S I O N
A N D
S E D I M E N T
C O N T R O L
D E T A I L S
P4
CONCRETE WASHOUT AREA DETAIL
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
S T O R Q U E S T
-
S E L F
S T O R A G E
F A C I L I T Y
T I G A R D ,
O R E G O N
STORQUEST SELF STORAGE
320-001
ENGINEERING
P4
52V-089