Attachment C Plans and Drawings~1.pdf
PDF 19 MB Posted
- Solicitation number
- S-63400-00012536
- Issued by
- Columbia County, Barlow City, Oregon
About this file
Face Rock State Scenic Viewpoint Parking Lot Improvements - Plans and Drawings
This document consists of final design plans and drawings prepared by CivIlWest for the Oregon Parks and Recreation Department's Face Rock State Scenic Viewpoint Parking Lot Improvements project (OPRD Project No. 37403) located in Bandon, Oregon. The comprehensive construction drawings include site demolition and erosion control plans, proposed site layout, parking striping configuration, ADA curb ramp details, typical pavement sections, drainage infrastructure specifications, accessibility compliance details, and electrical installation requirements. The project scope encompasses demolition of the existing 23-space parking lot with no ADA accessibility, reconstruction as a 30-space facility with two ADA spaces, six oversized vehicle spaces, one ADA oversized space, and one maintenance parking space. Additional improvements include a prefabricated restroom building installation, ADA-compliant concrete sidewalks and curb ramps, new waterline installation via directional drilling and open cut methods (approximately 316 linear feet), electrical conduit installation (192 linear feet), catch basin installation with frame and grate adjustment, pavement marking and striping per ODOT standards, and comprehensive erosion control measures. The drawing set comprises 15 sheets detailing construction standards, material specifications, concrete sidewalk and curb details, detectable warning surface placement, parking accessibility signage requirements, and staked silt fence erosion control specifications.
The design specifications establish construction standards including 4-inch asphaltic concrete overlay on 6-inch aggregate base with geotextile fabric, 4-inch concrete sidewalks on compacted granular base, standard vertical curbs with 6-inch exposure and 1.5 percent maximum slope toward roadway, and grading with 2:1 horizontal-to-vertical slope ratios. Critical technical notes require contractor coordination with "One Call" for utility locates, existing waterline pottholing prior to new waterline construction, 36-inch minimum bury depth for new waterlines adjusted to maintain constant grade, and complete abandonment of designated existing waterline portions using end caps, blind flanges, or plugs. The project incorporates multiple ADA compliance requirements including curb ramps with maximum 7.5 percent slope and 1.5 percent cross-slope, detectable warning surfaces cast-in-place at pedestrian ramp locations, accessible parking spaces with 8-foot minimum access aisles, accessible signage at 12 inches wide by 18 inches high, and continental crosswalk striping per ODOT standards. All traveled walkways must remain safe and useable at the end of each workday, and contractors assume responsibility for protecting existing utilities, mailboxes, fences, and power poles, with repair to pre-construction condition required if disturbed.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
OPRD PROJECT NO. 37403BANDON, OREGON
OREGON PARKS AND FACE ROCK PARKING LOT
IMPROVEMENTS
NOVEMBER 2024
MAP
NOT TO SCALE
D at e Sh ee t N o.
D
AT
E:
/2 6/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
G0
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
C O
VE
R
NOVEMBER 2024
BA
N
D O
N , O
R
EG
O N
FACE ROCK DR
VILLAGE LOOP
B
EA
C H
L O
O P
R D
ST
R
A W
B
ER
R Y
D R
PROJECT
LOCATION
LOCATION MAP
PORTLAND
SALEM
EUGENE
COOS BAY
LONGVIEW
THE DALLES
PENDLETON
BEND
BURNS
KLAMATH FALLSMEDFORDBROOKINGS
CRESCENT CITY
ROSEBURG
SEAL ROCK
SPRINGFIELD
CORVALLIS
ONTARIO
GRANTS PASS
C
AL
IF
N
EV
OREGON
NEVADA
WASHINGTON
P A C
IF
IC
O C E A N
LA GRANDE
BURNS
JUNCTION
CALIFORNIA
ASHLAND
TILLAMOOK
SEASIDE
LINCOLN CITY
NEWPORT
MYRTLE POINT
FLORENCE
BANDON
PORT ORFORD
GOLD BEACH
EAGLE POINT
ADAIR VILLAGE
N
PROJECT
LOCATION
N
RECREATION DEPARTMENT
CW PROJECT NO. 2412-006
AutoCAD SHX Text 99W
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SYMBOL LEGEND
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
CATCH BASIN
WATER VALVE
WATER METER
FIRE HYDRANT
CLEANOUT
POWER POLE
GUY ANCHOR
POWER PEDESTAL
TELEPHONE PEDESTAL
SURVEY MARKER
TEE/CROSS FITTING
ELBOW FITTING
REDUCER FITTING
MECHANICAL JOINT ADAPTER
S
D
LINETYPE LEGEND
WATER LINE
STORM DRAIN
SANITARY SEWER
ELECTRICAL
OVER HEAD LINE
TELEPHONE LINE
GAS LINE
TREELINE
EDGE OF PAVEMENT
RIGHT OF WAY
MAJOR CONTOURS
MINOR CONTOURS
FENCELINE
HATCH LEGEND
CONCRETE
PAVEMENT
NATURAL GROUND
WETLANDS
BUILDING
GRANULAR MATERIALS
(CRUSHED ROCK,
GRAVEL, ETC.)
co
SYMBOL LEGEND
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
CATCH BASIN
WATER VALVE
WATER METER
FIRE HYDRANT
CLEANOUT
POWER POLE
GUY ANCHOR
POWER PEDESTAL
TELEPHONE PEDESTAL
TEE/CROSS FITTING
S
D
LINETYPE LEGEND
WATER LINE
STORM DRAIN
SANITARY SEWER
ELECTRICAL
OVER HEAD LINE
TELEPHONE LINE
GAS LINE
MAJOR CONTOURS
MINOR CONTOURS
DEMO
HATCH LEGEND
CONCRETE
PAVEMENT
GRANULAR MATERIALS
(CRUSHED ROCK,
GRAVEL, ETC.)
co
2:1
GRADING LEGEND
EXISTING FEATURE LEGEND NEW FEATURE LEGEND
T E
MB
LAT
ELBOW FITTING
REDUCER FITTING
MECHANICAL JOINT ADAPTER
MAILBOX
AIR RELEASE VALVE
BLOW OFF VALVE
ANCHOR WALL
SERVICE LATERAL CROSSING
TELEPHONE CROSSING
POWER CROSSING
WATERLINE CROSSING
SANITARY SEWER CROSSING
STORM DRAIN CROSSING
TREE/SHRUB
SIGN
MAIL BOX
AIR RELEASE VALVE
BLOW OFF VALVE
SERVICE LATERAL CROSSING
TELEPHONE CROSSING
POWER CROSSING
WATERLINE CROSSING
SANITARY SEWER CROSSING
STORM DRAIN CROSSING
TREE/SHRUB
SIGN
TEL
ELE
WTR
MB
W wv
H Y
D
H Y
D
SS
SD
A ________________________________
AC ASPHALTIC CONCRETE
A/C AIR CONDITIONING
ADWF AVERAGE DRY WEATHER FLOW
AG AGITATOR
AMD AIR MONITORING DEVICE
ANC ANCHOR
AUX AUXILARY
B_________________________________
BAC BACTERIOLOGICAL
BC BEGINNING OF CURVE
BCR BEGINNING OF CURVE RETURN
BF BLIND FLANGE
BFP BACKFLOW PREVENTER
BHP BRAKE HORSEPOWER
BLDG BUILDING
BO BLOW OFF
BOD BIOCHEMICAL OXYGEN DEMAND
BOW BACK OF WALK
C_________________________________
CAB DIRECT BURIAL CABLE
CAF COMBUSTION AIR FAN
CC COOLING COIL
C:C CENTER TO CENTER
CCP CONCRETE CYLINDER PIPE
CCSPCONCRETE LINED AND COATED STEEL PIPE
CDS CONDENSATE
CF CUBIC FEET
CFH CUBIC FEET PER HOUR
CJ CONSTRUCTION JOINT
CFM CUBIC FEET PER MINUTE
CFR CODE OF FEDERAL REGULATIONS
CIRC CIRCUMFERENCE
CL CENTERLINE
CLR CLEARANCE
CL2 CHLORINE
CCR CLEAR CONCRETE COVER
CMC CEMENT MORTAR COATED
CML CEMENT MORTAR LINED
CMP CORRUGATED MEDAL PIPE
CMU CONCRETE MASONARY UNIT
CNTL CONTROL
CO2 CARBON DIOXIDE
COD CHEMICAL OXYGEN DEMAND
CLF COOLING AIR FAN
CONC CONCRETE
CO CLEAN OUT
CONC CONCRETE
CONTCONTINUED
CPVC CHLORINATED POLYVINYL CHLORIDE
CREJ CORRUGATED RUBBER EXPANSION JOINT
CS CURED SLUDGE
CTR CONTRACTOR, CENTER
CU CONTROL UNIT
D_________________________________
DE DENSITY METER
DF DRINKING FOUNTAIN
DIA DIAMETER
DM DAMPER MOTOR
DO DISSOLVED OXYGEN
DP DEEP
DR DRAIN ROCK
DS DECANT SLUDGE
D/S DOWN SPOUT
DT DRAIN TRAP
DWF DRY WEATHER FLOW
DWL DOWEL
E_________________________________
E EAST
EC END OF CURVE
EE EACH END
EF EACH FACE
EFF EFFLUENT
EJ EXPANSION JOINT
EL ELEVATION
ELB ELBOW
EMBD EMBEDDED
EP ENCLOSURE PANEL
EVP EVAPORATOR
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EWEFEACH WAH EACH FACE
EX EXISTING
EXH EXHAUST
F_________________________________
F FAHRENHEIT
FB FLAT BAR
FCO FLOOR CLEAN OUT
FCR FINE CRUSHED ROCK
FF FINISHED FLOOR, FAR FACE
F:F FACE TO FACE
FH FIRE HYDRANT
FIN FINISHED
FL FLOWLINE
FLG FLANGE
FLM FLOW METER
FLP FLUID POWER UNIT
FLR FLOOR
FM FORCE MAIN
FMH FLEXIBLE METAL HOSE
FPC FLEXIBLE PIPE COUPLING
FRP FIBERGLASS REINFORCED PLASTIC
FS FAR SIDE
FLS FLOW SWTICH
FT FOOT
FTG FOOTING
G_________________________________
GDR GRINDER
GL GUTTER LINE
GPD GALLONS PER DAY
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GRT GROUT
GSP GALVANIZED STEEL PIPE
GT GATE
H_________________________________
H/A HAND AUTO
HB HOUSE BIB
HOA HAND-OFF-AUTO
HOR HORIZONTAL
HP HORSEPOWER
HR HANDRAIL
HV HOSE VALVE
HVACHEATING, VENTILATION, AND AIR CONDITIONING
H2E HOOK TO ENDS
I_________________________________
ICR INCINERATOR
IE INVERT ELEVATION
IF INSIDE FACE
INF INFLUENT
INTER INTERMEDIATE
INV INVERT
IT INSTRUMENT TAP
K_________________________________
K KIP (1000 POUNDS)
L_________________________________
LAT LATERAL
LPF LIQUID POLYMER FEEDER
LSS LIME STABALIZED SLUDGE
LVA LOW VELOCITY ANCHOR
M_________________________________
MACS MANUAL AUTO-CONTROL STATION
MAX MAXIMUM
MCC MOTOR CONTROL CENTER
MCS MANUAL CONTROL STATION
MFRD MANUFACTURED
MGD MILLION GALLONS PER DAY
MG/L MILLIGRAMS PER LITRE
MIN MINIMUM, MINUTE
MJ MECHANICAL JOINT
MLLW MEAN LOWER LOW WATER
MLSS MIXED LIQUOR SUSPENDED SOLIDS
M.O. MASONRY OPENING
N_________________________________
N NORTH
NA NONAUTOMATIC
NACHSODIUM HYDROXIDE
NEG NEGATIVE
NF NONFUSED
NIC NOT IN CONTRACT
NIS NOT IN SERVICE
NOX NITRATES AND NITRITES
NPSH NET POSITIVE SUCTION HEAD
NPT NATIONAL PIPE THREAD
NPW NON POTABLE WATER
NS NEAR SIDE
NTS NOT TO SCALE
O_________________________________
OC ON CENTER
OF OUTSIDE FACE
O.FO.I. OWNER FURNISHED-OWNER INSTALLED
OIS OPERATOR INTERFACE SYSTEM
OL OVERLOAD
ORF ODOR REMOVAL FILTER
ORT ODOR REDUCTION TOWER
OS OPEN SHELVING
OSC ODOR SCRUBBER
P_________________________________
P PUMP
PC PIPE COUPLING
PCC PLANT CONTROL CENTER
PCP PLAIN CONCRETE PIPE
PD PUMPED DRAIN
PE PLAIN END
P/E PNEUMATIC/ELECTRIC
PIVC POINT OF INTERSECTION ON VERTICAL CURVE
PL PROPERTY LINE
PLC PROGRAMMABLE LOGIC CONTROLLER
PLYWD PLYWOOD
POL POLYMER
POP PNEUMATIC OPERATOR
PP POWER POLE
PPD POUNDS PER DAY
PRES PRESSURE
PRL PARALLEL
PRV PRESSURE REDUCING VALVE
PRS PRESSURE REDUCING STATION
PSIA POUNDS PER SQUARE INCH ABSOLUTE
PSIG POUNDS PER SQUARE INCH GAGE
PT PRESSURE TREATED
PVC POLYVINYL CHLORIDE
PVT PAVEMENT
PW POTABLE WATER
PWWF PEAK WET WEATHER FLOW
Q_________________________________
Q RATE OF FLOW
QCPLG QUICK COUPLING
R_________________________________
R RADIUS
RCR RECORDER
REC RECEIVER
RECDRECEIVED
RED REDUCER
REG REGULATOR
REINF REINFORCEMENT
RGS RIGID GALVANIZED STEEL
RL REDUCED LEVEL
ROW RIGHT OF WAY
REQ'D REQUIRED
RPM REVOLUTIONS PER MINUTE
RS RAW SEWAGE
RT RIGHT
RTU REINFORCED THERMOSET PLASTIC
RV RELIEF VALVE
RWL RAINWATER LEADER
R/W REINFORCED WITH
S _________________________________
S SOUTH
SA CAUSTIC SODA ASH
SCH SCHEDULE
SD STORM DRAIN
SDMH STORM DRAIN MAN HOLE
SE SEWER EFFLUENT
SEL SELECTOR
SG SLUICE GATE
SIM SIMILAR
SL SLOPE
SN SUPERNATENT
SP STATIC PRESSURE
SPEC SPECIFICATION
SPG SPACING
SO2 SULFER DIOXIDE
SPRT SUPPORT
SR SPEED REDUCER
SS STAINLESS STEEL
SSMH SANITARY SEWER MANHOLE
STA STATION
STD STANDARD
STM STEAM
SUB SUBSTITUTE
SVC SERVICE
SWB SWITCHBOARD
SYM SYMMETRICAL
T _________________________________
TD TANK DRAIN
TDH TOTAL DYNAMIC HEAD
THK THICK
TOA TEST-OFF-AUTO
TOB TOP OF BANK
TOC TOP OF CURB
TOCN TOP OF ORGANIC CARBON
TOCR TOP OF CONCRETE
TOW TOP OF WALL
TP TANGENT POINT
TPG TOPPING
TPLX TRIPLEXED
TSS TOTAL SUSPENDED SOLIDS
TYP TYPICAL
U_________________________________
UL ULTIMATE LOAD
UN UNION
UNO UNLESS NOTED OTHERWISE
UP UTILITY POLE
US UTILITY STATION
UV ULTRAVIOLET
V_________________________________
V VOLT
VAR VARIABLE
VC VERTICAL CURVE
VCP VITRIFIED CLAY PIPE
VP VAPER PRESSURE
VSC VARIABLE SPEED COUPLING
VTR VENT THROUGH ROOF
W_________________________________
W WEST, WITH
WAT POTABLE WATER
W/O WITHOUT
WC WATER COLUMN
WF WIDE FLANGE
WG WASTE GAS
WM WATER METER
WS WATER SURFACE
WSE WATER SURFACE ELEVATION
WSTP WATERSTOP
WT WATERTIGHT
WWF WELDED WIRE FABRIC, WET WEATHER FLOW
X_________________________________
XLP CROSSED LINKED POLYTHYLENE
XP EXPLOSION PROOF
Y_________________________________
YCO YARD CLEANOUT
T E
LAT
TEL
ELE
WTR
SS
SD
W
SHEET NOTES:
1. CONTRACTOR SHALL CONTACT "ONE CALL" FOR UTILITY LOCATES PRIOR TO THE
START OF ANY EXCAVATION.
2. CONTRACTOR SHALL POTHOLE EXISTING WATERLINE PRIOR TO NEW WATERLINE
CONSTRUCTION TO CONFIRM EXISTING WATERLINE DEPTH LOCATION, AND FITTING
REQUIREMENTS FOR CONNECTION OF NEW WATERLINE TO EXISTING.
3. TYPICAL BURY FOR NEW WATERLINE SHALL BE 36" TO TOP OF PIPE. ADJUST DEPTH
OF BURY AS REQUIRED TO MAINTAIN CONSTANT GRADE
4. AFTER COMPLETION OF NEW WATERLINE AND ALL TESTING AND CONNECTIONS
HAVE BEEN MADE, DESIGNATED PORTIONS OF EXISTING WATERLINE ARE TO BE
ABANDONED IN PLACE. EXISTING VALVES AND BOXES SHALL BE REMOVED IN THEIR
ENTIRETY ALONG WITH ANY TEMPORARY SPOOLS AND CONNECTIONS. PROVIDE END
CAPS, BLIND FLANGES OR PLUGS AS REQUIRED FOR COMPLETE ABANDONMENT OF
DESIGNATED PORTIONS OF EXISTING WATERLINES.
CUT OR FILL SLOPE-ARROWS
POINT DOWN SLOPE
GRADING SLOPE:
2 HORIZONTAL: 1 VERTICAL
FINISH GRADE
SPOT ELEVATION 210.0
GRADING LEGEND
210.0
EXISTING GRADE
SPOT ELEVATION
D at e Sh ee t N o.
D
AT
E:
/2 7/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
G1
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
G
EN
ER
A
L N
O
TE
S, L
EG
EN
D , A
N D
SH
EE
T
IN
D
EX
NOVEMBER 2024
BA
N
D O
N , O
R
EG
O N
SHEET # SHEET NAME
GENERAL
G0 - COVER
G1 - GENERAL NOTES, LEGEND, & SHEET INDEX
DEMOLITION
X1 - DEMOLITION AND EROSION CONTROL PLAN
ROADWAY IMPROVEMENTS
C1 - SITE PLAN
C2 - STRIPING PLAN
RAMP DETAILS
D1 - RAMP DETAILS
D2 - RAMP DETAILS
STANDARD DETAILS
D3 - PLAN & PROFILE STA 10+00 TO 11+24
D4 - FRAMES & GRATES FOR CONCRETE INLETS
D5 - DETECTABLE WARNING SURFACE DETAILS
D6 - DETECTABLE WARNING SURFACE PLACEMENT FOR CURB RAMPS
D7 - STRIPING DETAILS
D8 - ACCESSIBILITY DETAILS
D9 - PERFORATED STEEL SQUARE TUBE (PSST) ANCHOR FOUNDATION
D10 - TYPICAL SECTIONS
D11 - FLOOR DRAIN BLOCKOUTS AND PIPING
D12 - GRAVEL PAD DETAIL
D13 - ELECTRICAL DETAILS
D14 - EROSION CONTROL DETAILS
D15 - STAKED SILT FENCE DETAIL
SHEET INDEX
E w v
1 EXISTING CONDITIONS AND DEMOLITION PLAN
X1
PLAN SCALE
SCALE IN FEET
0 15 3015
1"=30'
N
D at e Sh ee t N o.
D
AT
E:
/2 7/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
X1
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
D
EM
O
LI
TI
O
N A
N D
E R
O
SI
O N
C O
N
TR
O L
PL
A
N
NOVEMBER 2024
BA
D O
N , O
R
EG
O N
B E
A C
H L
O O
P R
O A
D
DEMO EXISTING RESTROOM
EXISTING PICNIC TABLES
EXISTING SIGN MAPS AND GUIDES
EXISTING WOOD FENCE
EXISTING PICNIC TABLES
ISLAND TO BE REMOVED
AND PAVED
EXISTING WATER FOUNTAIN
EXISTING SIGN "FACE ROCK WAYSIDE
BEACH ACCESS VIEW POINT, DAY USE
ONLY, OREGON STATE PARKS"
EXISTING CATCH BASIN.
PROTECT INLET, SEE
EXISTING CURB RAMP
#4
CORE DRILL LOCATIONS
EXISTING CURB
TO BE REMOVED
EXISTING STOP SIGN
#3
#5
#2 #1
EXISTING PARKING SPACES:
· APPROXIMATELY 23 PARKING SPACES
· NO ADA SPACES
· NO DESIGNATED RV/TRAILER SPACES
CONCRETE DEMO
CONCRETE DEMO
Core drill results for Face Rock (2/2/2018):
LOCATION
TOTAL DEPTH
(INCHES)
OVERLAY
DEPTH
BASE
DEPTH
FABRIC
(YES or NO) CONDITION
4.5 1.75 2.75 NO SOLID- NO DELAMINATION BETWEEN BASE AND OVERLAY
4.25 1.75 2.5 YES MAJOR DELAMINATION, SPALLING AND FATIGUE CRACKING. REFLECTIVE
CRACKING FROM BASE LAYER
5 2 3 NO SOLID- NO DELAMINATION BETWEEN BASE AND OVERLAY
5.25 2 3.25 NO DELAMINATION AND SPALLING BETWEEN LAYERS. SIGNIFICANT VOIDS
BETWEEN LAYERS.
4.25 2 2.5 YES DELAMINATION AND SPALLING BETWEEN LAYERS
CONTROL POINT #1
EXISTING ELECTRICAL
TRANSFORMER
CONTROL POINTS:
NORTHING EASTING ELEVATION
#1 548982.8379 3871099.8655 75.528
#2 549022.9848 3871365.9428 72.584
EXISTING
ASPHALT
PARKING
GRADING LIMITS
SILT FENCE,
SEE
D15
CONTROL POINT #2
D14
AutoCAD SHX Text W
AutoCAD SHX Text co
S v
E
1 PROPOSED SITE PLAN
C1
PLAN SCALE
SCALE IN FEET
0 15 3015
1"=30'
B E
A C
H L
O O
P R
O A
D
N
D at e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
C1
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
PR
O
PO
SE
D S
IT
E
PL
A
D O
N , O
R
EG
O N
PROPOSED PRE-FABRICATED RESTROOM
INSTALL ADA RAMP
SEE
INSTALL ADA RAMP
SEE
STANDARD VERTICAL CURB
SEE
SHEET NOTES:
1. CONTRACTOR SHALL CONTACT "ONE CALL" FOR UTILITY LOCATES
PRIOR TO THE START OF ANY EXCAVATION.
2. WHERE ELEVATIONS ARE NOT SPECIFIED BY PEDESTRIAN RAMPS,
DRIVEWAYS, OR SPOT ELEVATIONS, TOP BACK OF CURB ELEVATIONS
SHALL BE DETERMINED BASED ON SAWCUT ELEVATION AND THE
TYPICAL SECTION.
3. EXISTING MAILBOXES, FENCES, POWER POLES, GUY WIRES, AND
OTHER UTILITIES MAY BE IN CLOSE PROXIMITY TO THE
IMPROVEMENTS SHOWN IN THESE DRAWINGS. CONTRACTOR SHALL
PROTECT THESE STRUCTURES IN PLACE (UNLESS NOTED
OTHERWISE) OR REPAIR TO PRE-CONSTRUCTION CONDITION IF
DISTURBED DURING CONSTRUCTION.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE
DUE TO THE CONTRACTOR'S OPERATIONS.
5. ALL TRAVELED WALKWAYS SHALL BE SAFE AND USEABLE AT THE END
OF EACH WORK DAY AS DIRECTED BY THE PROJECT MANAGER.
6. FOR ALL CURB RETURNS/PEDESTRIAN RAMPS, SEE DETAIL SHEETS.
7. CONTRACTOR TO PROTECT EXISTING PATHWAYS BEHIND BACK OF
SIDEWALK IN-PLACE UNLESS OTHERWISE NOTED.
FULL RECONSTRUCT:
· 4" AC OR 8" AC DEEP LIFT
· 6" OF 3/4" MINUS
· 6" OF 3" MINUS
· GEO FABRIC
OVERLAY:
· GRIND AND INLAY 3"
EXCAVATE AND PAVE,
SEE
NEW SIDEWALK
SEE
INSTALL ADA RAMP
SEE
NEW SIDEWALK
SEE
POTHOLE EXISTING WATERLINE
DIRECTIONAL DRILL UNDERNEATH
BEACH LOOP ROAD ~66'
INSTALL PULL BOX PROVIDED
BY BANDON ELECTRIC
STUB UP TO EXISTING ELECTRICAL
TRANSFORMER. BANDON ELECTRIC
TO MAKE FINAL CONNECTION~192' OF 3" CONDUIT TO BE
INSTALLED BY CONTRACTOR.
BANDON ELECTRIC WILL
INSTALL CONDUCTORS AND
MAKE FINAL CONNECTIONS
OPEN CUT ~124'
D1
D1
D10
D2
D10
D1
D2
INSTALL NEW CATCH BASIN FRAME AND
GRATE, ADJUST TO GRADE, SEE
REPAIR DELAMINATED PAVEMENT
WITH DEEP PATCHES, SEE
D10
D4
AutoCAD SHX Text W
AutoCAD SHX Text co v
E
1 STRIPING PLAN
C2
PLAN SCALE
SCALE IN FEET
0 15 3015
1"=30'
N
D at e Sh ee t N o.
D
AT
E:
/2 7/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
C2
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
ST
R
IP
IN
G P
LA
D O
N , O
R
EG
O N
INSTALL 4" WHITE STRIPING
SEE
INSTALL 1' WIDE WHITE STOP BAR
SEE
OVERSIZED
VEHICLE
PARKING
STRIPING AND PAVEMENT MARKINGS PER
ODOT STANDARDS AND SPECIFICATIONS
SEE
INSTALL DIRECTIONAL ARROWS
SEE
ADA SPACE
ADA SPACE
INSTALL 4" WHITE STRIPING
SEE
PARKING SPACES:
· 30 PARKING SPACES
· 2 ADA SPACES
· 6 OVERSIZED VEHICLE SPACES
· 1 ADA OVERSIZED VEHICLE SPACE
· 1 MAINTENANCE PARKING SPACE
MAINTENANCE VEHICLE
PARKING SPACE
8'
VARIES 8.5'-9' TYP.
93'
39'
INSTALL ADA SIGNAGE
SEE
INSTALL ADA SIGNAGE
SEE
SIGN, "OFFICIAL
VEHICLES ONLY"
B E
A C
H L
O O
P R
O A
D
25'
VARIES 18'-20' TYP.
10'
10'
47' TYP.
10' TYP.
45°
64°
27' TYP.
9'28.3'
18'
18'
8'9.25'
9'
INSTALL CONTINENTAL CROSSWALK
SEE
D7
D7
D7
D8
D7
D8
D8
D7
SILT FENCE,
SEE
D15
AutoCAD SHX Text W
AutoCAD SHX Text co
D at e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D1
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
R A
M P
D
ET
A
IL
S
NOVEMBER 2024
BA
N
D O
N , O
R
EG
O N
PLAN SCALE
SCALE IN FEET
0 5
1"=5'
N
1.0%
MAX
7.5%
TBC=76.14 TBC=76.15
BW=76.83
TBC=76.73
BW=76.7
TBC=76.6
BW=76.22
BW=76.22
BW=75.97
BW=76.08
1.
MATCH EX.
6'
M
AT
C H
E X.
M
AT
C H
E X.
6'
5.9'5.92'
11.58'13.35'
1'
8.91' 9.02'
8'8'
TR
AN
SI
TI
O N
P
AN
EL
FL=76.06
FL=76.1
FL=76.11 FL=76.13
FL=76.15
3'
3.51'
N
CURB RAMP #3
D1
CURB RAMP #2
D1
CURB RAMP #1
D1 1N
1.26%
10' 6' 6' 6'
6'
BW=76.01 BW=75.26 BW=75.17 BW=75.11 BW=75.04
FL=75.43 FL=75.15 FL=75.06 FL=74.7 FL=74.47
TBC=75.92 TBC=75.17 TBC=75.08 TBC=75.2 TBC=74.94
R=62'
NOTES:
· FOR DETECTABLE WARNING SURFACE DETAILS SEE SHEET D5
· FOR SIDEWALK CONCRETE DETAIL SEE DETAIL 2
D10
PLAN SCALE
SCALE IN FEET
0 5
1"=5'
PLAN SCALE
SCALE IN FEET
0 5
1"=5'
M
AX1.
5%
MAX
7.5%
M
AX1.
5%
6.0%
FL=76.06 FL=76.05
TBC=76.07TBC=76.08
BW=76.17
BW=76.16
TBC=76.52
FL=76.08
BW=76.61
FL=76.01
TBC=76.46
FL=75.96
BW=76.55
BW=76.55
TBC=76.46
M
ATC
H
EX.
TR
AN
SITIO
N
PAN
EL
6'6' 6'
5'
5.95'
1'
6' 6'
6'
1'
4.26'
6.94' 4.79'
6.87'
5.51'
MAX
7.5%
MAX
7.5%
M
AX1.
5%
FL=76.07
R=67.15' v
E
FFE = 76.7'
N
D at e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D2
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
R A
M P
D
ET
A
IL
D O
N , O
R
EG
BW=76.7
BW=76.7 BW=76.7
BW=76.7
BW=76.61
BW=76.61
BW=76.61
BW=76.61
BW=76.66
M
AX1.
5%
MAX
1.5%
MAX
1.5%
M
AX1.
5%
BW=75.77
BW=75.87 3.7
1%
INSTALL ADA RAMP
SEE
D1
PLAN SCALE
SCALE IN FEET
0 5 105
1"=10'
N
STANDARD VERTICAL CURB
SEE
NEW SIDEWALK
SEE
D10
INSTALL ADA RAMP
SEE
D1
INSTALL ADA RAMP
SEE
D1
SIDEWALK #1
D2
SIDEWALK #2
D2
NEW SIDEWALK
SEE
D10
BW=76.55
BW=76.40
BW=76.33
BW=76.22
BW=76.66
TBC=76.46
TBC=76.45
TBC=76.4
TBC=76.13
FL=75.96
FL=75.95
FL=75.9
FL=75.63
FL=75.43
TBC=75.92
BW=76.01
BW=75.92
M
AT
CH
E
X.
FG=75.98
FG=75.92
2.14% 1.5%
1.75%
2.15%
4%
1.
BW=75.04
FL=74.47
TBC=74.94
TBC=74.85
BW=75.48
BW=75.39
4.32% 3.71%
3.
BW=75.31
BW=76.22
MAX
1.5%
M
AX
1.5%
M
AX
1.5%
4.71'
4.84'
4.55' 15.15'
10.0'
6.74'
8'
6.5'
30.67'
22.5'
6' TYP.
6.34'
6.4'
6.34'
R=24.4'
R=30.74'
PLAN SCALE
SCALE IN FEET
0 5 105
1"=10'
EX. BOX CONTROL VALVE
D10
R=92.3' co wv
E
ST
A
+0
ST
A
+0
ST
A
+2
1 SECTION A-A
D3
PLAN SCALE
SCALE IN FEET
20 4020
1"=40'
N
D at e Sh ee t N o.
D
AT
E:
/2 6/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D3
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
PL
A
N A
N D
P R
O
FI
LE
S
TA
0+
T O
+2
NOVEMBER 2024
BA
N
D O
N , O
R
EG
O N
SCALE HORZ 1"=10'
VERT 1"=5'
SECTION A-A
D3
NEW RESTROOM
CONCRETE
WALKWAY
ASPHALT
ROADWAY
STANDARD CURB
STANDARD CURB
A
A
B
EA
C H
L O
O P
R O
A D
AutoCAD SHX Text W
AutoCAD SHX Text co e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D4
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
FR
A
M
ES
A N
D G
R A
TE
D O
N , O
R
EG
e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D5
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
D
ET
EC
TA
B
LE
W A
R N
IN
G
S U
R
FA
C E
D
ET
A
IL
D O
N , O
R
EG
DETECTABLE WARNING SHALL BE CAST-IN-PLACE
e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D6
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
D
ET
EC
TA
B
LE
W A
R N
IN
G
S U
R
FA
C E
PL
A
C
EM
EN
T
FO
R
C U
R B
R A
M
PS
D O
N , O
R
EG
Install per Standard Drawing TM530
STOP BAR
1' WHITE BAR
1'
2'
6' 6"
6"
STRAIGHT ARROW (white)
D at e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D7
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
ST
R
IP
IN
G D
ET
A
IL
S
NOVEMBER 2024
BA
N
D O
N , O
R
EG
O N
1' STOP BAR
D7
STRAIGHT ARROW
D7
24" WHITE LINE
D7
CROSSWALK DETAIL
D7
1'
6'
VariesVaries
3' min. to 5' max.
STAGGERED CONTINENTAL CROSSWALK
1' WHITE BARS
e Sh ee t N o.
D
AT
E:
/2 7/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D8
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
A C
C
ES
SI
B
IL
IT
Y D
ET
A
IL
S
NOVEMBER 2024
BA
N
D O
N , O
R
EG
O N
PARKING WITH D.M.V.
DISABLED PERMIT ONLY
VIOLATORS SUBJECT TO
TOWING UNDER
ORS 811.620
AND FINE UNDER
ORS 811.615
VAN
ACCESSIBLE
LATEST ADOPTED VERSION: 12" WIDE X 18"
HIGH BLUE RETROREFLECTIVE SIGN WITH
RETROREFLECTIVE WHITE LETTERS 1" HIGH,
WHITE BORDER AND WHITE INT'L SYMBOL OF
ACCESSIBILITY MOUNTED ON 2" STANDARD
GALV. PIPE, 7'-0" CLEAR ABOVE ADJACENT
GRADE WITH 10" DIA X 2'-0" DEEP CONC.
FOOTING
MOUNT 'VAN ACCESSIBLE"
SIGN DIRECTLY BELOW
PARKING ACCESSIBILITY SIGN,
TYPICAL OF (1)
7' MIN.
PARKING ACCESSIBILITY SIGN
D8
2'-10"
9"
1'
2"
2"
10"
67°
9.5"
7.5"
1'-2"
7"
1'-3/4"
3"
R1'
3.5"
3" WIDE PAINT
STRIPE (TYP)
PARKING ACCESSIBILITY SIGN
D8
PERFORATED STEEL SQUARE TUBE
(PSST) ANCHOR FOUNDATION. SEE
SHEET D9 FOR ODOT STANDARD
DETAIL DRAWING TM687
86.0°
EXISTING GROUND
e Sh ee t N o.
D
AT
E:
/2 7/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D9
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
PE
R
FO
R
A
TE
D S
TE
EL
S Q
U A
R E
TU
B
E (P
SS
T)
A N
C H
O R
F O
U N
D A
TI
O
D O
N , O
R
EG
O N
GENERAL NOTES:
1. MATERIAL GRADE FOR BASE HARDWARE CONNECTION SHALL BE ACCORDING TO
THE MANUFACTURER'S RECOMMENDATION AND BASED ON CRASH TESTING.
2. ANCHOR STEEL SHALL BE HOT DIPPED GALVANIZED OR APPROVED EQUAL.
3. FOOTING CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE (fc = 3000psi) PER
SPECIFICATION 00440. THE CGC MIXTURE MAY BE ACCEPTED AT THE SITE OF
PLACEMENT ACCORDING TO 00440.14.
4. THE ESTIMATED CONCRETE VOLUME IS .09 CUBIC YARDS.
PERFORATED STEEL SQUARE TUBE (PSST) ANCHOR FOUNDATION
D9
SCALE: NTS
e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D10
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
TY
P.
S
EC
TI
O
N S
NOVEMBER 2024
BA
N
D O
N , O
R
EG
O N
FINISH GRADE
DRIVING SURFACE
NOTES:
1. CURB EXPOSURE E = 6" AS MEASURED VERTICALLY
FROM FLOWLINE TO HIGHEST POINT ON CURB. VARY AS
SHOWN ON PLANS OR AS DIRECTED.
2. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING.
AT POINTS OF TANGENCY, AND AT ENDS OF DRIVEWAYS.
3. CONSTRUCT CONTRACTION JOINTS AT 15' MAX SPACING
AND AT ENDS OF EACH INLET AND CURB RAMP.
4. TOPS OF ALL CURBS SHALL SLOPE TOWARDS ROADWAY
AT 1.5% MAX UNLESS OTHERWISE SHOWN OR DIRECTED.
5. COMPACTED GRANULAR BASE SHALL BE A MINIMUM OF
6" OF 3/4" MINUS CRUSHED AGGREGATE
4" RADIUS
12"
8" RADIUS
E
12" MIN
STANDARD CURB
D10
SCALE: NTS
UNDISTURBED NATIVE
SOIL OR COMPACTED
SUBGRADE
4" THICK CONCRETE SIDEWALK
CONCRETE PAVEMENT TYP. SECTION
D10
SCALE: NTS
4" THICK MIN AGGREGATE BASE
MATERIAL COMPACTED TO 95%
RELATIVE COMPACTION
STANDARD PROCTOR
NOTES:
1. CONTRACTOR TO PROVIDE SMOOTH TRANSITION FROM NEW
SIDEWALK TO EXISTING SURFACES.
4" MIN. LEVEL III HMAC
(2 LIFTS)
DIG-OUT REPAIR TYP. SECTION
D10
SCALE: NTS
6" COMPACTED LAYER
DENSE-GRADED 3/4"-0" AGGREGATE
(COMPACTED TO 95%)
NOTES:
1. CONTRACTOR TO PROVIDE SMOOTH TRANSITION FROM NEW AC PAVEMENT TO EXISTING
PAVEMENT.
UNDISTURBED NATIVE
SOIL OR COMPACTED
SUBGRADE
COMBI-GRID GEOGRID OR
APPROVED EQUAL
6" COMPACTED LAYER
3"-0" BASE ROCK
(COMPACTED TO 95%)
BATTER 6:1
COMPACTED GRANULAR BASE
SURROUND (TYP)
UNDISTURBED NATIVE
SOIL OR COMPACTED
SUBGRADE
FINISHED GRADE
ELEVATION CAN VARY
NOT TO EXCEED
CURB HEIGHT
e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D11
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
FL
O
O R
D R
A
IN
B
LO
C K
O U
TS
A
N D
PI
PI
N G
NOVEMBER 2024
BA
N
D O
N , O
R
EG
e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D12
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
G R
A
VE
L
PA
D D
ET
A
IL
D O
N , O
R
EG
PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB-BASE
SHALL BE PROVIDED. SUB-BASE SHALL BE A MINIMUM OF 6" THICK AND
CONSIST OF 3/4" MINUS CRUSHED ROCK COMPACTED TO 95% OF
OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557. FINISHED
SURFACE OF SUB-BASE SHALL BE UNIFORMLY LEVEL, NOT VARYING
MORE THAN 1/2" FROM A TRUE HORIZONTAL PLANE. REFER TO BUILDING
HANDLING SHEET FOR SUB-BASE REQUIREMENTS DURING BUILDING
HANDLING SHEET FOR SUB-BASE REQUIREMENTS DURING BUILDING
PLACEMENT. (PREPARED SUB-BASE NOT BY CXT).
NATIVE SUBGRADE
(1500 PSF MIN)
PREPARED SUB-BASE
REFERENCE SPECIFIC FLOOR PLAN
FOR REQUIRED PAD SIZE
NOTE:
THIS FACTORY ASSEMBLED BUILDING AS CONSTRUCTED PROVIDES A RIGID BOX TYPE
STRUCTURAL SYSTEM. VERTICAL LOADS ARE TRANSFERRED PRIMARILY THROUGH
BEARING WALLS TO A PREPARED GRANULAR SUB-BASE WHICH DISSIPATES VERTICAL
LOADS UNIFORMLY TO THE NATIVE SUBGRADE AND ALSO ACTS AS A FROST BARRIER.
DUE TO THE INHERENT STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND
STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF FREEZING ACTION BELOW THE
BUILDING.
LATERAL LOADS ARE TRANSFERRED TO THE GROUND THROUGH FICTIONAL RESISTANCE
WITHOUT SLIDING OR SHIFTING BETWEEN THE BUILDING FLOOR SLAB AND THE
PREPARED SOIL AND GRAVEL SUB-BASE ON WHICH THE BUILDING RESTS. SEISMIC
ANALYSES ARE BASED ON LOADS DETERMINED IN ACCORDANCE WITH THE 2003
INTERNATIONAL BUILDING CODE USING THE FOLLOWING PARAMETERS, WHICH MEET OR
EXCEED THE CODE PRESCRIBED REQUIREMENTS FOR THIS INSTALLATION:
SPECTRAL ACCELERATIONS: SS = 3.41 & S1 = 1.59.
BEARING WALL SYSTEM WITH CONCRETE SHEAR WALLS, R = 5.5 & OMEGAO = 2.5.
SEISMIC USE GROUP = 1
20% OF THE 250 PSF SNOW LOAD IS INCLUDED TO DETERMINE SEISMIC LOADS
SOIL/CONCRETE FRICTION FACTOR = 0.35
THIS BUILDING, AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANUALAR
SUB-BASE WILL BE SAFE AND STRUCTURALLY SOUND FOR VERTICAL AND LATERAL
LOADS AS DISCUSSED ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING
PERIMETER, TYPICAL FOR OTHER TYPES OF BUILDING CONSTRUCTION, IS NOT REQUIRED
FOR THIS BUILDING.
GRAVEL PAD DETAIL
D12
SCALE: NTS
SUB BASE THICKNESS
VARIES, 12" MINIMUM.
2'-0"
TYPICAL
e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D13
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
EL
EC
TR
IC
A L
D
ET
A
IL
S
NOVEMBER 2024
BA
N
D O
N , O
R
EG
O N
RED WARNING TAPE
8"-12" BELOW GRADE
48"
GRADE LINE
36"
24"
COMMUNICATION CONDUIT
SECONDARY ELECTRIC CONDUIT
PRIMARY ELECTRIC CONDUIT
SCALE: NTS
TRENCH CROSS SECTION
D13
TYP. RESIDENTIAL UNDERGROUND SERVICE
D13
36" WORKING SPACE FROM OPERABLE WINDOW
e Sh ee t N o.
D
AT
E:
/1 3/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D14
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
ER
O
SI
O
N C
O N
TR
O
L D
ET
A
IL
S
NOVEMBER 2024
BA
N
D O
N , O
R
EG
e Sh ee t N o.
D
AT
E:
/2 6/
F
IL
E:
S:
\2
O re go n
Pa rk s an d R ec re at io n D ep ar tm en t - O
PR
D
\2
2-
O
PR
D
Fa ce ro ck W ay si de P av in g Im pr ov em en ts \0
Fi na l D es ig n\ D ra w in gs
\D w g\ Fi na l_
.d w g
R
EV
D
AT
E
D
ES
C R
IP
TI
O N
BY
D
ES
IG
N
ED
B
Y:
D
R
AW
N B
Y:
C
H
EC
KE
D
B Y:
PR
O
JE
C
T N
O
C oo s Ba y, O re go n
E St re et w w w .c iv ilw es t.c om
1-
6-
D15
FA
C
E R
O C
K
PA
R
KI
N G
L O
T
IM
PR
O
VE
M
EN
TS
O R
EG
O
N P
AR
KS
A N
D R
EC
R
EA
TI
O N
D
EP
AR
TM
EN
T
W
SR
W
SR
-0
ST
A
K
ED
S
IL
T
FE
N C
E D
ET
A
IL
D O
N , O
R
EG
O N
2"X2" WOOD POST
SUPPORTED FENCE WIRE
MESH
FILTER FABRIC
RUNOFF WATER
WITH SEDIMENT
ROLL FABRIC
UNDER SOIL
INCLUDE STRAW BALE BARRIER
AS REQ'D FOR ADDITIONAL SUPPORT.
EMBED BALES 10" INTO THE GROUND
AND SECURE EACH BALE W/2"X2"
WOOD STAKES
EXIST'G GROUND
STRAW BALE BARRIER
AS REQ'D
STAKED SILT FENCE
14 GA. WIRE MESH SECURED
TO 2"X2" WOOD POST
SEE NOTES
EROSION CONTROL FACILITIES AS SHOWN ARE OF
MINIMUM REQUIREMENT AND SHOWN FOR CLARITY
ONLY. CONTRACTOR IS RESPONSIBLE FOR
IMPLEMENTATION, CONSTRUCTION AND
MAINTENANCE OF THIS OR ANY ADDITIONAL EROSION
CONTROL AS MAY BE REQUIRED THROUGHOUT THE
DURATION OF THE PROJECT.
ALL TEMPORARY EROSION CONTROL FACILITIES
SHALL BE REMOVED AND DISPOSED OF WITHIN 30
DAYS AFTER PROJECT COMPLETION. AFTER
FACILITIES HAVE BEEN REMOVED PROVIDE
LANDSCAPE RE-SEEDING AS SPECIFIED.
6"
CONSTRUCTION
AREA
LENGTH AS REQ'D
MAX SPACING=10'
5' MAX IF NO WIRE
MESH IS USED
2.0'
1.5'
6"
NOTES
FILTER FABRIC
1. ATTACH FILTER FABRIC TO WIRE MESH WITH WIRE
TIES FASTENERS
2. STAPLE TO WOOD POST @ 2"O.C.
45°
OR
LESS
1.0'
1.0'
STAKED SILT FENCE DETAIL
D15
| Sheets and Views |
| G0 |
| 2-G1.pdf |
| Sheets and Views |
| G1 |
| 3-X1.pdf |
| Sheets and Views |
| X1 |
| 4-C1.pdf |
| Sheets and Views |
| C1 |
| 5-C2.pdf |
| Sheets and Views |
| C2 |
| 6-D1.pdf |
| Sheets and Views |
| D1 |
| 7-D2.pdf |
| Sheets and Views |
| D2 |
| 8-D3.pdf |
| Sheets and Views |
| D3 |
| 9-D4.pdf |
| Sheets and Views |
| D4 |
| 10-D5.pdf |
| Sheets and Views |
| D5 |
| 11-D6.pdf |
| Sheets and Views |
| D6 |
| 12-D7.pdf |
| Sheets and Views |
| D7 |
| 13-D8.pdf |
| Sheets and Views |
| D8 |
| 14-D9.pdf |
| Sheets and Views |
| D9 |
| 15-D10.pdf |
| Sheets and Views |
| D10 |
| 16-D11.pdf |
| Sheets and Views |
| D11 |
| 17-D12.pdf |
| Sheets and Views |
| D12 |
| 18-D13.pdf |
| Sheets and Views |
| D13 |
| 19-D14.pdf |
| Sheets and Views |
| D14 |
| 20-D15.pdf |
| Sheets and Views |
| VOID |
File details come from the government source that posted it. Updated .