Attachment_2B_100pct_Roadway_Drawings.pdf
PDF 41 MB Posted
- Attached to
- CONSTRUCT MULTIPURPOSE FACILITY, BOMBAY HOOK NWR, DE Federal contract opportunity
- Solicitation number
- 140F0221R0018
About this file
This solicitation is for the construction of a multipurpose facility at Bombay Hook National Wildlife Refuge in Smyrna, Delaware. The scope of work involves providing all labor, equipment, supplies and construction services necessary to complete the project, including a parking area, visitor center, administrative offices and all associated site improvements and utility upgrades. A firm fixed price contract award is contemplated based on evaluation of key personnel, past performance, technical approach and price. Firms are encouraged to attend pre-proposal site visits scheduled for July 29th and August 4th, 2021 at 10:00 AM Eastern Time at the project address. The solicitation was issued by the U.S. Fish and Wildlife Service Region 2.
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Text version
Road And Parking Area Improvements
U.S. FISH AND WILDLIFE SERVICE
U.S. DEPARTMENT OF INTERIOR
Beardsley Architects + Engineers 64 South street Auburn, New York 13021 315.253.7301
Architect + Engineer
May 11, 2021 be ard sle y p ro jec t n um be r:
100% Design Submission, rev 1
Bombay Hook National Wildlife Refuge
Smyrna, Delaware
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TITLE SHEET
TITLE
DWG NO
INDEX OF DRAWINGS
SITE LOCATION MAP
MAP SHOWING EXISTING TOPOGRAPHY
C-101
C-102
C-103
SCALE: NONE
C-104
REMOVAL PLAN - AREA B
SITE PLAN - AREA A
SITE PLAN - AREA B
SITE PLAN - AREA C
OVERALL SITE PLAN
C-001
PROJECT LOCATION
GEI Consultants, Inc.
18000 Horizon Way, Suite 200, Mount Laurel, NJ 08054 856.608.6860
Geotechnical Services Thew Associates Land Surveyors 9478 River Road, Marcy, NY 13403 315.733.7278
Survey Services
C-501
SITE IMPROVEMENT DETAILS
C-105
SITE GRADING PLAN - AREA B
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Beardsley Architects + Engineers 64 South Street Auburn, New York 13021 315.253.7301
AUBURN | MALONE | SYRACUSEPROJECT: 19130
COVER SHEET
JLB JLB JRH
G
A
S
G
A
S
W
W
W
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
Site Benchmark No.1
N: 458,653.08'
E: 639,883.39'
Elev. 8.11'
Site Benchmark No.2
N: 458,643.68'
E: 640,462.69'
Elev. 6.84'
Stop
Traffic Direction
Refuge Information
7.5
4.9
4.8
6.5
6.9
5.2
5.2
5.7
5.6
4.9
4.5
4.7
7.3
4.4
4.4
4.9
7.1
7.0
5.4
4.2
4.3
5.9
4.9
7.0
5.1
6.8
7.2
6.9
5.2
5.3
6.7
7.0
6.8
5.4
5.8
6.7
6.9
6.7
5.3
5.6
6.7
6.9
6.8
5.9
6.2
6.9
7.0
6.8
6.1
6.2
6.9
7.0
6.9
6.3
6.0
6.8
7.1
7.0
6.0
5.7
7.1
7.2
7.0
5.8
5.5
7.2
7.3
7.3
5.8
6.2
7.5
7.5
7.3
5.9
5.9
7.3
7.6
7.6
7.6
7.6
7.6
7.4
6.3
5.9
7.5
7.7
7.7
7.3
6.1
6.3
7.5
7.9
7.8
7.9
8.0
7.6
6.5
6.6
7.7
8.1
7.9
7.0
6.0
6.1
6.2
6.3
6.3
7.6
7.6
8.2
8.0
7.2
6.8
8.2
7.8
6.9
7.4
8.1
8.5
8.2
7.6
7.0
7.2
7.5
7.5
8.5
8.8
9.0
8.8
8.9
8.5
8.4
8.5
8.1
8.3
8.8
7.6
8.9
8.8
8.8
8.5
8.4
8.1
8.0
8.1
8.3
8.4
8.8
8.78.7
8.2
8.4
8.7
8.9
8.8
7.8
7.4
8.8
8.9
8.6
8.5 8.3
8.5
8.8
8.6
7.3
7.3
7.0
7.2
8.5
8.7
8.3
8.2
7.9
8.2
8.6
8.4
7.3
6.76.4
6.5
8.4
8.6
8.1
7.8
7.7
8.2
8.5
8.3
6.5
6.5
8.3
8.4
8.1
7.4
7.5
8.1
8.3
8.1
6.8
6.6
8.0
8.3
7.8
7.8
7.7
7.5
7.5
7.4
7.3
7.5
7.8
7.5
7.6
8.0
8.1
7.5
7.8
8.1
8.1
7.6
7.6
7.8
8.0
8.0
7.8
7.7
7.9
7.9
7.8
7.7
7.5
7.6
8.0
7.7
7.8
8.0
8.0
8.0
7.8
8.0
8.0
7.9
8.0
8.0
8.2
8.1
8.1
8.1
.7
7.4
8.0
8.0
8.0
7.9 7.8
7.3
7.3
7.1
6.9
.6
6.65
6.8
6.55
6.60
6.9
.4
6.40
6.9
6.9
7.1
7.3
7.4
7.3
7.2
7.2 7.1
7.2
7.7
7.6
7.6
7.7
7.8
7.8
7.5
7.6
7.8
8.2
8.3 8.1
7.7
7.9
8.3
8.2
8.1
6.2
6.3
7.4
6.6
7.9
8.2
7.9
6.4
7.5
6.7
8.1
8.3
7.9
6.6
6.8
7.9
8.3
8.2
8.2
8.4
8.0
6.9
6.7
8.1
8.5
8.3
8.4
8.6
8.3
7.0
7.8
8.3
7.4
6.9
7.1
6.5
6.5
6.3
6.5
6.4
6.5
6.5
6.8
6.7
6.4
6.3
6.2
6.2
6.0
5.9
5.9
5.7
5.4
5.1
5.2
5.1
5.0
4.6
4.8
4.4
4.4
4.6
4.5
5.4
5.6
5.8
5.8 5.0
6.1
6.4
6.7
6.8
6.9
7.0
6.6
6.7
6.7
6.5
6.4
6.4
6.5
6.6
6.2
6.6
6.4
6.5
6.8
6.0
6.7
6.4
6.4
6.6
6.5
6.8
6.6
6.1
6.1
6.7
6.7
6.3
6.5
4.5
4.5 6.3
4.6
4.9
6.9
6.6
5.1
6.2
5.9
5.2
4.8
5.0
5.0
4.9
6.8
6.9
7.0
6.5
6.5
6.6
6.8
6.7 6.5
6.1
6.2
5.8
5.8 5.9
5.7
5.4
6.3
6.3
6.1
Tick Warning
7.5
7.5
7.4
7.5
7.1
7.2
7.1
7.3
7.3
7.2
7.4
7.7
7.6
7.8
8.2
8.2
7.5
7.1
6.7 6.9
6.4
6.5
6.1
5.9
5.6
6.5
Y i e l d
W 8.1
Y i e l d
P a s
R e q u i r e d
F
P a y m e n t
Fee Information
D i r e c t i o n s
Y o u r
S p e e d
Welcome
D i r e c t i o n d
F e s
P r o h i b i t c t i v i t i e s
P e r m i t t t i v i t i e s
8.5
7.0
6.8
6.9
6.9
6.4
6.4
6.4
6.2
6.5
6.0
6.5
6.5
6.5
6.7
6.8
6.4
6.4
6.4
5.7
6.5
6.7
7.3
7.4
7.6
6.8
6.8
6.6
6.2
6.1
5.7
6.3
7.9
8.3
6.5
6.5
6.4
6.2
5.4
5.3
5.7
6.2
6.4
7.0
6.9
P t
W s t e
H a n d ic a p
P a r k in g
H a n d ic a p
P a r k in g
7.25
6.90
6.90
6.9
7.0
6.7
6.7
7.0
7.10
7.10
6.70
.7
7.05
.1
.1
F
I f o r m a t i o n
T i k r n i n g
Visitor Center
Delaware Outdoor Trail
Delaware History Trail
6.7
6.6
6.3
6.2
6.1
6.3
4" Oak
F
F
6.8
8" Deciduous
8" Deciduous
3-Bole 8" Deciduous
10" Deciduous
6.6 6.7
6.5 6.5
6.4
6.6
6.6
F
F
F
F
6.55
F
F
(3) 6" Deciduous Trees
12" Cedar
F
F
F
F
8" Cedar
6.9
6.9
7.1
7.1
7.2
6.3
6.5
6.4
6.5
6.8
7.1
7.5
7.4
7.5
7.8
7.3
6.6
7.2
6.9
6.4
6.3
6.6
6.8
7.3
7.5
7.3
6.6
6.6
6.5
6.4
6.3
6.3
U
G
T
U
G
T
U
G
T
U
G
T
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
I n v
I n v
I n v
I n v
R
C
P
S
I C
P P
G r a v e l R o a d
E d g e o f
G r a v e l
Edge of W oods
E d g e o f G ra v e l
E d g o f o d s
E d g e o f
W o o d s
E d g e o f
W o o d s
E d r a v e l
E d a v e l
G r a v e l
R o a d
E d
G r a v e l
E d a v e l
Grass
Gravel Parking
Edge of G ravel
A s p h a l t
W a l k w a y s
A s p h a l t
P a r k i n g
L a n d s c a p i n g
L a w n
L a w n
Lawn
L a w n
L a w n
L a w n
12" RCP
W Inv. 5.55
E Inv. 5.50
Landscaping
Wooden Walk
Canopy Over
Information Kiosk
P a v i l l i o n
6.3
Reputed location of buried telephone line
Reputed location of buried electric line
Reputed location of buried electric line
V i s i t o r
C e n t e r
P a d
M o u n t e d
H
V
C
U i t s
R a d i
T w e r n c r e d
S e p t i c
T a n k
R o o f
O v e r h a n g
A b o v o u n d
P r o p a n k
Bird Houses
M a i l b o x
Reputed location of buried waterline
Flagpole
Brick Pavers
Reputed location of buried propane line
NGS Monument
BMH 18
D el a w a re
G ri d
M a t c h
L i n e
8.9
8.5
8.5
8.8
8.3
7.8
7.4
7.3
8.5
8.9
8.8
8.8
9.0
8.7
7.1
7.4
8.8
9.0
8.8
8.8
9.0
8.9
7.4
8.4
9.5
9.7
9.3
9.5
9.9
9.7
8.3
8.6
9.8
10.1
9.5
9.5
10.2
9.9
8.8
8.8
9.9
10.2
9.6
9.5
10.1
9.8
8.9
9.8
10.1
9.7
9.7
10.2
9.8
9.1 9.6
9.8
10.2
9.9
10.0
10.3
10.0
9.6
9.5
9.0
7.8
8.6
9.5
10.1
9.80
9.95
.0
.0
9.8
9.8
9.9
9.6
9.8
9.7
9.90
9.6
9.6
9.6
9.5
9.3
7.2
8.5
7.4
9.1
9.0
8.2
7.9
9.4
8.0
7.5
9.3
9.5
9.2
8.9
8.0
8.6
8.8
9.2
9.0
9.0
8.8
8.7
8.5
8.1
7.8
7.8
7.7
7.7
7.8
8.0
8.4
8.2
S p e
L m
E n t r a n
S e a s o n l q u i r e d
10.3
9.9
6" Deciduous
Bollard
Speed Limit 25
10.5
EMTR
10.5
D
E
TPED
O
H
U
O
H
U
O
H
U
I n v
I n v
12" SICPP
Refuge Open Hours
No Overnight Parking
Wood Rail Fence
Wood Rail Fence
Concrete pad for gate opener
Entry Communications
A s p h a l t
R o a d
Gravel Road
S p e m i t
G r a v a d
E d a v e l
E d a v e l
E d o d s
Stone base for
Refuge entrance
E d o d s
USDA Monument
M a t h n e
DATEDESCRIPTIONREV
PROJECT NUMBER:
DATE:
SCALE:
CHECKED:
DRAWN:
Map Showing
Existing Topography
Proposed Headquarters Building
Bombay Hook National Wildlife Refuge
Town of Smyrna
County of Kent
State of Delaware
1" = 50'
12-20-2019
CK3991-09-19
Only copies from the original of this survey marked with an original of the surveyor's inked seal or his embossed seal shall be considered to be valid and true copies.
U.S.G.S. Quadrangle
Bombay Hook Island, Delaware
P.O. Box 463
6431 US Highway 11
Canton, New York 13617
T: 315/386-2776
F: 315/386-1012
9478 River Road
Marcy, New York 13403
T: 315/733-7278
F: 315/797-1957
Copyright © 2019 Thew Associates, PLLC - All Rights Reserved
General Notes:
1. This survey is referenced horizontally to the North American Datum of 1983, 2011 adjustment (NAD83/2011), projected on the
Delaware State Plane Coordinate System.
2. North arrow as shown indicates Grid North referenced to NAD83/2011, projected on the Delaware State Plane Coordinate System.
3. The reference horizontal and vertical control station is a National Geodetic Survey monument stamped "BMH 18". The horizontal coordinates of BMH 18 were last adjusted by Maser Consulting in December 2017, and the orthometric height was last adjusted by the National Geodetic Survey in January 2013. Elevation 8.52 feet.
4. Static GPS/GNSS surveying techniques were utilized to establish horizontal and vertical control at the project site.
5. The subsurface utilities shown hereon are of Quality Level "C" as defined by the American Society of Civil Engineers (ASCE) in the
"Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data". The subsurface utilities shown hereon are based on physical evidence located during the field survey and existing utility drawings. The surveyor further does not warrant or certify that the subsurface utilities are in the exact location indicated although does certify that they are depicted as accurately as possible from the information available. This surveyor has not physically located the subsurface utilities.
6. The information shown hereon is based on an instrument survey completed on November 21, 2019.
Wood Rail Fence
Edge of Woods
Edge of Gravel
Overhead Utility Line
Underground Electric Line
Underground Telephone Line
Underground Gas Line
Waterline
Storm Drain Piping
Major Contour
Minor Contour
Coniferous Tree
Deciduous Tree
Deciduous Bush
Sign
Well
Utility Pole with Lamp
Area Lamp
Guy Wire
Telephone Pedestal
Transformer Pad
Electric Entrance
Gas Entrance
Public Monument
Benchmark
Direction of Flow
Reinforced Concrete Pipe
Smooth Interior Corrugated Plastic Pipe
Legend:
RCP
OHU
GAS
W
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
50 0 25 50
Site Benchmark No. 1: 5/8-inch rebar with 1 1/4-inch diameter orange plastic cap marked "Thew Baseline" set flush with grade situated on the westerly end of the lawn area between the gravel access road and the gravel parking area, and located approximately 10 feet southerly of the center from the "Welcome" sign. Elevation = 8.11'
Site Benchmark No. 2: 5/8-inch rebar with 1 1/4-inch diameter orange plastic cap marked "Thew Baseline" set flush with grade situated southerly of the gravel pull off for fee payments on the southerly side of the gravel access road, and located approximately 30 feet southerly of the center of the "Directions" sign located on the southwesterly end of the grass area between the gravel access road and the gravel pull off. Elevation = 6.84'
Benchmarks:
UGE
UGT
W
T P
E D
SICPP
MRW
Project Location
JST
BENCHMARK ELEVATIONS TO TOP OF CAP
v i l i o n
M
U
L
T
I
P
U
R
P
O
S
C
I
L
I
T
Y
A
OVERALL SITE PLAN
SCALE: 1" = 100'-0"
200'0 100'50'
1"=100'-0"
AREA A
AREA B
AREA C
D r e c t i o e s
P r o h i b i t t i v i t i e s
P e r m i t t t i v i t i e s
S p e m
E n t r a n
S e a s o n q u i r e d
I n v
I n v
S
I C
P P
G r a v a d
E d a v e l
E d a v e l
E d o d s
E d o d s
Edge of W oods
.3
12+00.00
12+08.50
(8.07)
(9.25)
(8.75)
(8.75)
(10.25)
(9.75)
(9.75)
U
G
E
6" Deciduous
Bollard
Speed Limit 25
EMTR
D
TPED
O
H
U
O
H
U
O
H
U
I n v
I n v
12" SICPP
Refuge Open Hours
No Overnight Parking
Wood Rail Fence
Wood Rail Fence
Concrete pad for gate opener
Entry Communications
Gravel Road
S p e m i t
Stone base for
Refuge entrance
USDA Monument
.0
SF
S
F
S
F
SF
S
F
S
F
S
F
T
Y
P
°T
Y
P
R
T
Y
P
SILT FENCE
SCALE: NONE
NOTES:
1. GEOSYNTHETIC FABRIC TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.
2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.
4. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AFTER THE SITE HAS ACHIEVED FINAL STABILIZATION.
A
SITE PLAN - AREA A
SCALE: 1" = 30'-0"
B
C-105
OIL AND CHIP SURFACE
TREATMENT, TYP
INTERSECTION
STA:1+00.00
N: 458,249.3804
E: 638,837.8982
B
C-105
OIL AND CHIP SURFACE
TREATMENT, TYP
M A
T C
H L
I N
E
M A
T C
H L
I N
E
M A
T C
H L
I N
E
A
R E
A
B
EX FOREST TRAIL
EX CULVERT TO REMAIN, INSPECT
CULVERT, CLEAN INTERIOR OF PIPE
FROM SEDIMENT, DEBRIS, VEGETATION
AND FLUSH PIPE WITH WATER
APPROXIMATE CENTERLINE
OF ROADWAY (WIDTH VARIES)
POINT OF BEGINNING
STA:0+63.00
N: 458,259.1510
E: 638,802.1960
OIL AND CHIP SURFACE TREATMENT
C-101
SILT FENCE, TYP
REMOVE EX ASPHALT
PAVEMENT TO GRADED
AGGREGATE BASE COURSE.
FIELD VERIFY GATE CONTROLS.
PROTECT AND MAINTAIN GATE DETECTOR
AND / OR LOOP
SILT FENCE
CONTOUR
(10.00)
SPOT ELEVATION
(10.25)
REMOVE EX ASPHALT
REMOVE EX STONE
REMOVE EX
GRAVEL, TYP
7+00.00
EX TRAIL
ROAD STATION
EX COMPONENT TO BE REMOVED
EX SITE FEATURE TO BE REMOVED
CONCRETE PAVEMENT
FULL DEPTH STONE WITH OIL AND
CHIP SURFACE TREATMENT
ASPHALT PAVEMENT SURFACE
COURSE
EX CULVERT TO REMAIN, INSPECT
CULVERT, CLEAN INTERIOR OF PIPE
FROM SEDIMENT, DEBRIS, VEGETATION
AND FLUSH PIPE WITH WATER
LEGEND
TRUNCATED DOME WARNING STRIP
PAINTED PARKING STALLS
ABA ACCESSIBLE SYMBOL
PAINTED LINES (NO PARKING AREA)
SIGNAGE
SIGN SCHEDULE
A
SF
1"=30'-0"
10' 30'0 60'
SAWCUT ASPHALT
PAVEMENT
W
W
Site Benchmark No.1
N: 458,653.08'
E: 639,883.39'
Elev. 8.11'
Site Benchmark No.2
N: 458,643.68'
E: 640,462.69'
Elev. 6.84'
Tick Warning
W
F y m e n t
Fee Information
D i r e c t i o n s
Y o u r
S p e e d
Welcome
P s t e
H a n d ic a p
P a r k in g
H a n d ic a p
P a r k in g
4" Oak
8" Deciduous
8" Deciduous
3-Bole 8" Deciduous
10" Deciduous
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
G r a v e l R o a d
E d g e o f
G r a v e l
Edge of W oods
E d g e o f G ra v e l
E d o d s
E d g e o f
W o o d s
E d a v e l
E d a v e l
E d a v e l
Grass
Gravel Parking
Edge o f G ra vel
A s p h a l t
P a r k i n g
L a w n
L a w n
L a w n
Wooden Walk
Canopy Over
Information Kiosk
P a v i l i o n
Reputed location of buried telephone line
Reputed location of buried electric line
V i s i t o r
C e n t e r
P a d
M o u n t e d
H
V i t s
S e p t n k
Reputed location of buried waterline
NGS Monument
BMH 18
T
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G
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N
A
REMOVAL PLAN - AREA B
SCALE: 1" = 30'-0"
REMOVE PORTIONS OF EX
GRAVEL DRIVE AND PARKING
LOT
SAWCUT AND REMOVE
ASPHALT WALK, TYP
REMOVE PORTIONS OF EX
GRAVEL DRIVE AND PARKING
AREA
REMOVE LAWN AREA
REMOVE TREE
REMOVE ASPHALT WALK,
TYP
REMOVE ASPHALT
PADS, TYP-2
REMOVE TEMPORARY ASPHALT
ABA PARKING AREA
REMOVE SIGN,
TYP-2
REMOVE EX
TEMPORARY
ASPHALT WALK
REMOVE APPROX 15 CONCRETE
WHEEL STOPS (NOT SHOWN)
ALONG EDGE OF PARKING LOT
M A
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A
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M A
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A
C
FORMER VISITOR CENTER TO BE
REMOVED BY OTHERS (NIC)
1. CONDUCT CONSTRUCTION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO
ADJACENT BUILDINGS AND FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AND
AUTHORIZED VEHICLES AROUND WORK AREA.
2. TAKE MEASURES AS DIRECTED BY THE CONTRACTING OFFICER, TO SECURE THE SITE AND
PROVIDE SAFE PASSAGE FOR VEHICLES AND PEDESTRIANS AROUND THE WORK AREA.
3. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND PROVIDE
TEMPORARY CONSTRUCTION FENCING, TEMPORARY WALKWAYS OR OTHER MEASURES AS
REQUIRED.
4. COORDINATE LIMITS OF SAW CUTS AND REMOVALS, ETC. WITH PROPOSED IMPROVEMENTS.
5. PROTECT FROM DAMAGE ALL EXISTING PHYSICAL FEATURES NOT INDICATED OR REQUIRED
TO BE REMOVED FOR THE WORK. PROTECT FROM DAMAGE ALL EXISTING PHYSICAL
FEATURES ON THE SITE THAT ARE OUTSIDE THE CONSTRUCTION AREA.
6. PROVIDE ALL REMOVALS INCIDENTAL TO AND NECESSARY TO PROVIDE THE WORK OF THIS
CONTRACT. REMOVE EXISTING FEATURES IN THEIR ENTIRETY UNLESS OTHERWISE
INDICATED, AND LEGALLY DISPOSE OF OFF-SITE.
7. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS AND TRASH. DO NOT ALLOW DEBRIS TO
ACCUMULATE ON-SITE.
8. ALL INDIVIDUAL TREES INDICATED FOR REMOVAL ARE TO BE REMOVED IN THEIR ENTIRETY, INCLUDING ALL STUMPS AND MAJOR ROOT SYSTEMS. BACKFILL AND COMPACT AREAS OF
STUMP REMOVALS TO MATCH SURROUNDING LAWN AREAS.
9. UNDERGROUND UTILITIES ARE SHOWN IN FIELD LOCATION WHERE FOUND AND FROM RECORD
DATA PROVIDED. EXACT LOCATION OF UTILITIES MAY DIFFER FROM THE LOCATION SHOWN,
AND ADDITIONAL UTILITIES MAY EXIST. VERIFY EXISTING UTILITIES WITHIN THE
CONSTRUCTION AREA PRIOR TO COMMENCING ANY EXCAVATION WORK PURSUANT TO THIS
CONTRACT.
10. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE.
PROVIDE REPLACEMENT AND/OR REPAIR ANY EXISTING UTILITIES DAMAGED BY THE WORK OF
THIS CONTRACT
11. LIMIT THE SPREADING OF DUST AND DIRT FOLLOWING PROCEDURES CONTAINED IN THE
DELAWARE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL, AND AS
DIRECTED BY THE CONTRACTING OFFICER.
12. RESTORE TO THEIR ORIGINAL CONDITION ALL EXISTING PHYSICAL FEATURES DAMAGED BY
THE UNAUTHORIZED ACT OR OMISSION OF THE CONTRACTOR. ORIGINAL CONDITION SHALL
MEAN THE CONDITION IN WHICH THE FEATURE WAS FOUND AT THE START OF THE WORK.
13. REMOVE, SALVAGE AND RELOCATE EXISTING ABA AND CARPOOL SIGNAGE FROM BUILDING
PROJECT. REPLACE BELOW GRADE SECTIONS OF SIGNS IF DAMAGED DURING REMOVAL.
14. COORDINATE LIMITS OF SAW CUTS OR REMOVALS WITH PROPOSED IMPROVEMENTS LAYOUT
ON DRAWINGS C-103.
GENERAL SITE NOTES
PROTECT EX SURVEY MONUMENT
THROUGHOUT CONSTRUCTION
PROTECT EX WATER WELL
THROUGHOUT CONSTRUCTION
EX BOBWHITE TRAIL
EX FOREST TRAIL
PREPARE SURFACE OF EX ROAD
AND PARKING AREA FOR OIL AND
CHIP SURFACE TREATMENT, SEE
B/C-104
MULTI-PURPOSE FACILITY
CONSTRUCTED UNDER
BUILDING CONTRACT
EX CONCRETE WALK
CONSTRUCTED UNDER
BUILDING PROJECT
TO REMAIN
REMOVE AND RELOCATE ABA
SIGNAGE FROM BUILDING PROJECT,
TYP-3, SEE DRAWING C-103
RADIO TOWER TO BE
REMOVED BY OTHERS (NIC)
PV ARRAY CONSTRUCTED
UNDER BUILDING CONTRACT
60'0 30'10'
1"=30'-0"
REMOVE AND RELOCATE CARPOOL
SIGNAGE FROM BUILDING PROJECT,
TYP-3, SEE DRAWING C-103
EX FOREST TRAIL
EX POLLINATOR
FIELD TRAIL
PROVIDE
SAWCUT
REMOVE TO EXPANSION
JOINT OR SAWCUT AS
REQUIRED AT KIOSK PAD
Tick Warning
F y m e n t
Fee Information
D i r e c t i o n s
Y o u r
S p e e d
Welcome
P s t e
4" Oak
8" Deciduous
8" Deciduous
3-Bole 8" Deciduous
10" Deciduous
G r a v e l R o a d
E d g e o f
G r a v e l
Edge of W oods
E d g e o f G r a v e l
E d o d s
E d g e o f
W o o d s
E d a v e l
E d a v e l
Grass
L a w n
L a w n
L a w n
Wooden Walk
Canopy Over
Information Kiosk
P a v i l i o n
P a d
M o u n t e d
H
V i t s
S e p t n k
T
12+00.00
12+08.50 1
.0
.0
15+00.00
16+ 00.0
F
F
E
M
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T
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U
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P
O
C
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T
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P
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P
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P
40'R
25'R
5'R
TYP
100'R
T
Y
P
135'-3"
25'R
40'R
10'R
40'R
50'R
15'R
100R
55'-0"
140'-10"
13°
R
R
8'R
TYP
3'R
C
L
8'R
TYP
B
C-105
A
SITE PLAN - AREA B
SCALE: 1" = 30'-0"
C-105
FULL DEPTH STONE WITH
OIL AND CHIP SURFACE
TREATMENT, TYP
1 & 2
CONCRETE SIDEWALK,
TYP
OIL AND CHIP
SURFACE
TREATMENT, TYP
RELOCATED SIGNS,
SIGN INSTALLATION
AND SCHEDULE,
TYP-3
9 & 10
C-501
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A
A
M A
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C
CONNECT SIDEWALK
TO EXISTING, PROVIDE
SMOOTH TRANSITION
CONNECT TO EX
ASPHALT PAD
EDGE OF EX GRAVEL
PARKING LOT
C-105
FULL DEPTH STONE WITH
OIL AND CHIP SURFACE
TREATEMENT, TYP
1. ALL SITE IMPROVEMENTS SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST STANDARDS
AND SPECIFICATIONS OF THE DELAWARE STATE DEPARTMENT OF HEALTH; DELAWARE STATE
DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL; DELAWARE STATE
DEPARTMENT OF TRANSPORTATION; LOCAL UTILITY AUTHORITIES; AND ANY OTHER AGENCIES
HAVING JURISDICTION.
2. ALL DIMENSIONS ARE TO FACE OF BUILDING, STRUCTURE, CURB, OR EDGE OF PAVEMENT,
UNLESS NOTED OTHERWISE.
3. ALL WORK MUST CONFORM TO ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS FOR
ACCESSIBILITY.
4. ENGAGE A LICENSED LAND SURVEYOR FOR SITE LAYOUT. PRIOR TO CONSTRUCTION, SET A
MINIMUM OF TWO BENCHMARKS AND PROTECT THEM THROUGHOUT CONSTRUCTION. VERIFY
ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION, INCLUDING EXISTING TOPOGRAPHY, IF A
DISCREPANCY EXISTS REPORT TO THE CONTRACTING OFFICER IMMEDIATELY.
SITE LAYOUT AND MATERIALS NOTES
APPROXIMATE CENTERLINE
OF ROADWAY (WIDTH VARIES)
BOBWHITE TRAIL
C-105
PAVEMENT JOINT
(ALTERNATE #1)
C-105
PAVEMENT JOINT
(ALTERNATE #1)
BASE BID:
- PROVIDE OIL AND CHIP SURFACE TREATMENT
AT EX GRAVEL ROAD AND EX PARKING LOT, SEE
SECTION B/C-104.
ALTERNATE #1:
- PROVIDE HOT MIX ASPHALT SURFACE COURSE
IN LIEU OF OIL AND CHIP SURFACE TREATMENT
AT EX GRAVEL PARKING LOT, SEE DETAILS
2/C-105, 3/C-105 AND 4/C-105.
MULTI-PURPOSE FACILITY
CONSTRUCTED UNDER
BUILDING CONTRACT
A B
A B
C
D
ABA PARKING
AREA
C-501
4" WIDE WHITE PAINT
STRIPE, TYP
BIKE RACK AND PAD
CONSTRUCTED UNDER
BUILDING CONTRACT
C-501
PV ARRAY STRUCTURE
CONSTRUCTED UNDER
BUILDING CONTRACT
RELOCATED ABA
PARKING SIGNS, TYP-3
FLAGPOLE CONSTRUCTED
UNDER BUILDING CONTRACT,
PROVIDE EXPANSION JOINT
BETWEEN NEW CONCRETE
AND FLAGPOLE FOUNDATION
60'0 30'10'
1"=30'-0"
POLLINATOR
FIELD TRAIL
FOREST TRAIL
C-501
PAINTED
CROSSWALK,
TYP
B
C-105
OIL AND CHIP SURFACE
TREATMENT
SIM
45° CHEVRON STRIPING AT 24" OC, TYP
C
BAE 3, TYP
C-501
SIM
F
F
F
F
CONCRETE
WHEEL STOP, TYP
C-501
Tick Warning
8.1
F y m e n t
Fee Information
D i r e c t i o n s
Y o u r
S p e e d
Welcome
7.9
P s t e
4" Oak
8" Deciduous
8" Deciduous
3-Bole 8" Deciduous
10" Deciduous
G r a v e l R o a d
E d g e o f
G r a v e l
Edge of W oods
E d g e o f G r a v e l
E d o d s
E d g e o f
W o o d s
E d a v e l
E d a v e l
Grass
L a w n
L a w n
L a w n
Wooden Walk
Canopy Over
Information Kiosk
P a v i l i o n
P a d
M o u n t e d
H
V i t s
S e p t n k
5.9
5.9
7.3
7.6
7.6
7.6
7.6
7.4
5.9
7.5
7.7
7.7
7.3
6.1
6.3
7.5
7.9
7.8
7.9
8.0
7.6
6.5
6.6
7.7
8.1
7.9
7.0
6.0
6.1
6.2
6.3
6.3
7.6
7.6
8.2
8.0
7.2
6.8
8.2
7.8
6.9
7.4
8.1
8.5
8.2
7.6
7.0
7.2
7.5
7.5
8.5
8.8
9.0
8.8
8.9
8.5
8.4
8.5
8.1
8.3
8.8
7.6
8.9
8.8
8.8
8.5
8.4
8.1
8.0
8.1
8.3
8.4
8.8
8.78.7
8.2
8.4
8.7
8.9
8.8
7.8
7.4
8.8
8.9
8.6
8.5 8.3
8.5
8.8
8.6
7.3
7.3
7.0
7.2
8.5
8.7
8.3
8.2
7.9
8.2
8.6
8.4
7.3
6.76.4
6.5
8.4
8.6
8.1
7.8
7.7
8.2
8.5
8.3
6.5
6.5
8.3
8.4
8.1
7.4
7.5
8.1
8.3
8.1
6.8
6.6
8.0
8.3
7.8
7.8
7.7
7.5
7.5
7.4
7.3
7.5
7.8
7.5
7.6
8.0
8.1
7.5
7.8
8.1
8.1
7.6
7.6
7.8
8.0
8.0
7.8
7.7
7.9
7.9
7.8
7.7
7.5
7.6
8.0
7.7
7.8
8.0
8.0
8.0
7.8
8.0
8.0
7.9
8.0
8.0
8.2
8.1
8.1
8.1
6.70
7.4
8.0
8.0
8.0
7.9 7.8
7.3
7.3
7.1
6.9
6.65
6.65
6.8
6.55
6.60
6.9
6.45
6.40
6.9
6.9
7.1
7.3
7.4
7.3
7.2
7.2 7.1
7.2
7.7
7.6
7.6
7.7
7.8
7.8
7.5
7.6
7.8
8.2
8.3
8.1
7.7
7.9
8.3
8.2
8.1
6.2
6.5
6.5
6.8
6.7
6.4
6.3
6.2
6.2
6.0
5.9
5.9
5.7
5.4
5.1
5.2
5.1
5.0
4.6
4.8
4.4
4.4
4.6
4.5
5.4
5.6
5.8
5.8 5.0
6.1
6.4
6.7
6.8
6.9
7.0
6.6
6.7
6.7
6.5
6.4
6.4
6.5
6.6
6.2
6.6
6.4
6.5
6.8
6.0
6.7
6.4
6.4
6.6
6.5
6.8
6.6
6.1
6.1
6.7
6.7
6.3
6.5
4.5
4.5 6.3
4.6
4.9
6.9
6.6
5.1
6.2
5.9
5.2
4.8
5.0
5.0
4.9
6.8
6.9
7.0
6.5
6.5
6.6
6.8
6.7 6.5
6.1
6.2
5.8
5.8
5.9
5.7
5.4
6.3
6.3
6.1
7.5
7.5
7.4
7.5
7.1
7.2
7.1
7.3
7.3
7.2
7.4
7.7
7.6
7.8
8.2
8.2
7.5
7.1
6.7 6.9
6.4
6.5
6.1
5.9
5.6
6.5
7.0
6.8
6.9
6.9
6.4
6.4
6.4
6.2
6.5
6.0
6.5
6.5
6.5
6.7
6.8
6.4
6.4
6.4
5.7
6.5
6.7
7.3
7.4
7.6
6.8
6.8
6.6
6.2
6.1
5.7
6.3
8.3
6.5
6.5
6.4
6.2
5.4
5.3
5.7
6.2
6.4
7.0
6.9
7.25
6.90
6.90
6.9
7.0
6.7
6.7
7.0
7.10
7.10
6.70
6.75
7.05
7.10
7.15
6.7
6.6
6.3
6.2
6.1
6.3
6.8
6.6 6.7
6.5 6.5
6.4
6.6
6.6
6.55
6.9
6.9
7.1
7.1
7.2
6.3
6.5
6.4
7.8
7.3
6.6
7.2
6.9
6.4
6.3
6.6
6.3
6.3
T
(8.87)
(8.97)
(8.27)
(8.75)
(8.00)
(8.22)
(8.22)
(8.00)
(7.89)
(8.32)
(8.21)
(7.89)
(8.33)
(8.33)
(8.43)
(8.67)
(8.67)
(8.44)
(8.33)
(7.97)
(8.52)
(8.52)
(8.75)
(8.60)
(7.92)
(7.70)
(8.27)
(8.07)
(7.53)
(7.33)
F
F
E
M
U
L
T
I
P
U
R
P
O
C
I
L
I
T
Y
(8.25)
(7.80)
(7.80)
(8.00)
(7.89)
(8.07)
(7.96)
(7.62)
(7.50)
(7.00)
(7.11)
(7.09)
(7.20)
(6.81)
(6.92)
(8.37)
(7.10)
(8.10)
(7.88)
(8.00)
(8.52)
(8.37)
(8.44)
(8.44)
T
R
SENSITIVE AREA PROTECTION
SCALE: NONE
1. FENCING SHALL BE INSTALLED AT THE EXTENTS OF ALL SENSITIVE AREAS. FOR
TREES, THE FENCING SHALL BE INSTALLED OUTSIDE THE DRIPLINE (MATURE
CANOPY) AND AT NO TIME WITHIN 5-FEET OF THE TRUNK. PERSONNEL MUST BE
INSTRUCTED TO HONOR PROTECTIVE DEVICES. THE DEVICES DESCRIBED ARE
SUGGESTED ONLY, AND ARE NOT INTENDED TO EXCLUDE THE USE OF OTHER
DEVICES WHICH WILL PROTECT THE TREES TO BE RETAINED. IF SILT FENCE IS TO
BE USED FOR DEMARCATION PURPOSES, APPROPRIATE SIGNAGE SHALL BE
PROVIDED A MINIMUM OF EVERY 20-FEET DENOTING THE AREA AS A SENSITIVE
AREA PROTECTION ZONE.
2. REMOVE TEMPORARY MEASURES AT THE COMPLETION OF CONSTRUCTION.
TREE PROTECTION, TYP
A
SITE GRADING PLAN - AREA B
SCALE: 1" = 30'-0"
M A
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M A
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A
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FOREST TRAIL
BOBWHITE TRAIL
MULTI-PURPOSE FACILITY
CONSTRUCTED UNDER
BUILDING CONTRACT
1. RESTRICT GRADING OPERATIONS TO AREAS SHOWN ON THE CONSTRUCTION DRAWINGS. GRADING
OUTSIDE THE CONSTRUCTION AREA, UNLESS AUTHORIZED BY THE CONTRACTING OFFICER, WILL NOT BE
PERMITTED.
2. PERFORM ALL EXCAVATION OPERATIONS WITH EXTREME CAUTION. DETERMINE LOCATION AND ELEVATION
OF EXISTING UTILITIES PRIOR TO COMMENCING GRADING.
3. BLEND ALL LINES AND GRADES OF NEW WORK SMOOTHLY WITH EXISTING.
4. GRADE ALL SURFACES TO DRAIN AWAY FROM ALL NEW AND EXISTING STRUCTURES. ALL AREAS MUST
DRAIN TO AN OUTLET, WHETHER EXISTING OR NATURAL. AREAS WHICH POND IN EXCESS OF 1/4 INCH IN
PAVED AREAS AND 1/2 INCH IN LAWN AREAS WILL NOT BE ACCEPTED.
5. MAINTAIN EXISTING STORM DRAIN FACILITIES NOT INTERRUPTED BY CONSTRUCTION RELATED ACTIVITIES.
6. FINE GRADE, TOPSOIL, SEED AND MULCH ALL AREAS DISTURBED BY THE WORK OF THIS CONTRACT AND
NOT SPECIFIED TO BE COVERED BY BUILDINGS, PAVEMENTS, OR OTHER FINISHED SURFACE. RESTORE ALL
EXISTING CONSTRUCTION TO ORIGINAL CONDITION.
7. KEEP ROADS CLEAN OF MUD AND DEBRIS AT ALL TIMES. VEHICLES SHALL USE WASH AREA TO CLEAN
WHEELS OF ANY ACCUMULATED EARTH, CONCRETE, ETC. PRIOR TO EXITING THE PROJECT LIMITS. WASH
AREA SHALL BE PROVIDED BY CONTRACTOR.
SITE GRADING NOTES
60'0 30'10'
1"=30'-0"
C-104
POLLINATOR
FIELD TRAIL
FOREST TRAIL
Stop
Traffic Direction
Refuge Information
Y i e l d
P a q u i r e d
I n v
I n v
R
C
P
E d g e o f
W o o d s
G r a v e l
R o a d
E d
G r a v e l
(7.25)
(6.80)
(6.80)
(6.35)
(6.15)
(6.15)
(-1.00%)
(-1.00%)
(7.25)
(6.80)
(6.80)
10'-0" 10'-0" 2'-0"
2.00%
C
L
MAINTAIN 2'-0" GRASS
SHOULDER ON EACH
SIDE OF ROAD
EX GRAVEL ROAD
2'-0"
B
TYPICAL ROAD CROSS SECTION
SCALE: NONE
2.00%
SCARIFY ENTIRE ROAD
SURFACE AND RECOMPACT
FILL DEPRESSIONS WITH FRESH
STONE, COMPACT TRUE AND LEVEL
WITH EX SURFACE
2" MIN ADDITIONAL STONE MATERIAL
TO CROWN SURFACE FOR 2.00%
CROSS SLOPE
DOUBLE SEAL OIL AND CHIP
SURFACE TREATMENT
EX GRAVEL PAVEMENT
TO REMAIN
FILL DEPRESSIONS "TRUE AND LEVEL"
WITH FRESH STONE AND COMPACT.
FINISH FLUSH WITH ADJACENT SURFACE
PARKING LOT REHABILITATION
SCALE: NONE
COMPACTED 8" DEPTH GRADED
AGGREGATE BASE COURSE
COMPACT TOP 12" OF SUBGRADE
TO 95% MODIFIED PROCTOR DENSITY
2" DEPTH 3/4" MINUS COMPACTED
CRUSHED STONE
DOUBLE SEAL OIL AND CHIP
SURFACE TREATMENT
EX PAVEMENT AREASEXPANDED PAVEMENT AREAS
EX GRAVEL PAVEMENT
TO REMAIN
FILL DEPRESSIONS "TRUE AND LEVEL"
WITH FRESH STONE AND COMPACT.
FINISH FLUSH WITH ADJACENT SURFACE
PARKING LOT REHABILITATION
SCALE: NONE
COMPACTED 8" DEPTH GRADED
AGGREGATE BASE COURSE
COMPACT TOP 12" OF SUBGRADE
TO 95% MODIFIED PROCTOR DENSITY
2 1/2" DEPTH, TYPE "B" ASPHALT
CONCRETE BINDER COURSE
1 1/2" TYPE "C" ASPHALT CONCRETE
SURFACE COURSE
EX PAVEMENT AREASEXPANDED PAVEMENT AREAS
(ALTERNATE #1)
PARKING AREA - ROADWAY JOINT
SCALE: NONE
COMPACTED 8" DEPTH GRADED
AGGREGATE BASE COURSE
COMPACT TOP 12" OF SUBGRADE
TO 95% MODIFIED PROCTOR DENSITY
PARKING AREAROADWAY
(ALTERNATE #1)
2" DEPTH 3/4" MINUS
COMPACTED
CRUSHED STONE
DOUBLE SEAL OIL AND CHIP
SURFACE TREATMENT
2 1/2" DEPTH, TYPE "B" ASPHALT
CONCRETE BINDER COURSE
1 1/2" TYPE "C" ASPHALT CONCRETE
SURFACE COURSE
10'-0"
TAPER ASPHALT WEARING COURSE
TO MEET ROADWAY SURFACE - PROVIDE
FLUSH TRANSITION
ASPHALT PAVEMENT EDGE CONDITION
SCALE: NONE (ALTERNATE #1)
COMPACTED GRADED AGGREGATE BASE COURSE
COMPACT SUBGRADE
AERATE / ROTOTILL
SUBSOIL
1'-0" 5'-0"
EX UNDISTURBED
GRADE
4" MIN DEPTH TOPSOIL, FINISH
GRADE 1/2" BELOW SURFACE
COURSE
BEVEL EDGE OF ASPHALT 45°
PARKING LOT REHABILITATION,
SEE DETAIL 2/C-105
A
SITE PLAN - AREA C
SCALE: 1" = 30'-0"
B
C-105
OIL AND CHIP SURFACE
TREATMENT, TYP
END POINT
STA: 25+40.00
N: 459,030.9163
E: 641,032.9153
M A
T C
H L
I N
E
APPROXIMATE CENTERLINE
OF ROADWAY (WIDTH VARIES)
EX CULVERT TO REMAIN, INSPECT
CULVERT, CLEAN INTERIOR OF PIPE
FROM SEDIMENT, DEBRIS, VEGETATION
AND FLUSH PIPE WITH WATER
60'0 30'10'
1"=30'-0"
6"
TYP
SEE PLAN
REINFORCING:
6"x6" W2.9xW2.9 WWM
(DISCONTINUE AT
EXPANSION JOINTS)
COMPACTED 6" GRADED
AGGREGATE BASE COURSE
COMPACTED SUBGRADE
FINISH GRADE SURFACE
VARIES, SEE PLAN
TOOLED EDGE 1/4" RADIUS
1.50% SLOPE TYP
4" DEPTH, COLORED
CONCRETE PAVEMENT
M
I N
CONCRETE SIDEWALK
SCALE: NONE
4" MIN DEPTH SCREENED
TOPSOIL AND SEED
1/8" SAW CUT OR 1/4" TOOLED CONTROL JOINT,
DEPTH EQUAL TO 1/4 OF THE THICKNESS OF
CONCRETE. SEE PLAN FOR SPACING
CONCRETE PAVEMENT
1/2" WIDE EXPANSION JOINT. FILLER AS SPECIFIED.
RECESS 1/4" AND FILL RECESS WITH SEALANT.
PROVIDE EXPANSION JOINTS AT 20' (MIN) TO 30' (MAX)
OC UNLESS OTHERWISE SHOWN ON PLAN.
PROVIDE EXPANSION JOINTS WHERE CONCRETE
ABUTS STRUCTURES.
ADJACENT STRUCTURE
TYPICAL CONCRETE PAVEMENT JOINTS
SCALE: NONE
6'-0" MINIMUM
10"
MIN
8"
MIN
10"
MIN
9"
MIN
4"
SECTION
ELEVATION
1" DIA HOLE TO RECEIVE 18" LONG IRON
ANCHOR STAKE. CONTRACTOR TO
PROVIDE ALL STAKES AND INSTALL
ALL WHEEL STOPS WHERE SHOWN
ON SITE PLAN
CONCRETE WHEEL STOP
SCALE: NONE
1. SYMBOL TO BE PAINTED WHITE ON BLUE BACKGROUND.
NOTES:
6"
R
TYP
T Y
P
6"
T Y
P
1'-4"
5°
R4"
ACCESSIBLE SYMBOL
SCALE: NONE
SIGN
FACE
A A
SECTION AA
M O
U N
T
H
E I G
H T
S E
E
S
C H
E D
U L
E
REINSTALL OR REPLACE IF
DAMAGED DURING REMOVAL
2-1/4" GALVANIZED STEEL
SQUARE TUBING BASE SECTION
REINSTALL 2" GALVANIZED STEEL
SQUARE TUBING
REINSTALL 3/8" HEX NUT TACK
WELD IN PLACE
REINSTALLSIGN FACE
REINSTALL 3/8" FLAT WASHER
REINSTALL 3/8" CAP SCREW
FOR SIGN LOCATION,
SEE DRAWINGS C-103
REINSTALLBOLT SIGN TO
POST (TOP AND BOTTOM)
WITH 3/8" BOLTS,
WASHER AND HEX NUTS
REINSTALL 2" GALVANIZED
STEEL SQUARE TUBING POST
REINSTALL OR REPLACE IF
DAMAGED DURING REMOVAL
2-1/4" GALVANIZED STEEL
SQUARE TUBING BASE
SECTION POUNDED INTO
THE GROUND PLUMB AND
VERTICAL, SEE SECTION AA
FINISH GRADE SURFACE
VARIES, SEE PLAN
REINSTALL
SIGN FACE,
SEE SCHEDULE
9/C-501
SIGN INSTALLATION
SCALE: NONE
"RESERVED PARKING"
SIGN, TYP, SEE
SCHEDULE 9/C-501
4" WIDE WHITE
PAINTED LINES
9'-0" RESERVED 9'-0" 9'-0" RESERVED
PARKING STALLACCESS AISLEPARKING STALL
W
I D
E
P
A I N
T
L
I N
E
T
Y P
PAINTED
RESERVED
PARKING
SYMBOL, SEE
DETAIL 6/C-501
T
Y P
S
L O
P E
T Y
P
"NO PARKING ACCESS AISLE"
SIGN, SEE SCHEDULE 9/C-501
AND DETAIL 10/C-501
ACCESSIBLE PARKING STALL PLAN
SCALE: NONE
CONCRETE WHEEL
STOP, SEE
DETAIL 8/C-501
CONCRETE
SIDEWALK, SEE
DETAIL 1/C-501
BROOM FINISH
PERPENDICULAR
TO TRAFFIC, SEE
DETAIL 3/C-501
CONCRETE SIDEWALK
FLUSH WITH PARKING PAD,
PROVIDE EXPANSION JOINT
8.22 X 8.00 X
8.00
X X
8.00
7.89
X
7.89
X
DETECTABLE WARNING STRIP
(2'-0" x 9'-0") SEE DETAIL 7/C-501
LAWN
ASPHALT
PAVEMENT
CONCRETE PARKING
PAD, PROVIDE BROOM
FINISH PERPENDICULAR
TO STALL STRIPING,
SEE DETAIL 4/C-501
2" 2"
"CARPOOL PARKING"
SIGN, 3 TYP, SEE
SCHEDULE 9/C-501
9'-0"
PARKING STALL
A B
CD
A B
PROVIDE EXPANSION
JOINT, SEE DETAIL
2/C-501
A
B
R7-8 DE 7'-0"
12" x 18"
RECTANGULAR
GREEN TEXT WITH
BLUE SYMBOL
ON WHITE
C
R7-8a DE
VAN
ACCESSIBLE
IMMEDIATE
BELOW TYPE
"A"
SIGN PANEL
12" x 6"
RECTANGULAR
GREEN TEXT ON WHITE
SIGNAGE SCHEDULE
PARKING
NO
ACCESS
AISLE
7'-0"AR-241
12" x 18"
RECTANGULAR
WHITE TEXT ON BLUE
TYPE SIGN
MUTCD
NUMBER
DESCRIPTION HEIGHT
NOTES:
1. ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AND DELDOT STANDARDS, SEE DRAWING C-103 FOR SIGNAGE LOCATION AND
DETAIL 10/C-501 FOR INSTALLATION.
2. ALL SIGNS TO BE STANDARD 0.060 MIN ALUMINUM SIGN WITH PREDRILLED HOLES AND BAKED
ENAMEL FINISH, SILKSCREEN GRAPHICS AND LETTERING PER MUTCD AND DELDOT STANDARDS
3. ALL SIGNS TO BE INSTALLED ON 2" SQUARE STEEL POST WITH 5/16" HOLES AT 2" ON CENTER.
RESERVED
PARKING
SIGN SCHEDULE
SCALE: NONE
D 7'-0"-
12" x 18"
RECTANGULAR
BLUE TEXT
ON WHITE
RESERVED
CARPOOL
AND
VANPOOL
PARKING
ONLY
F 7'-0"S1-1
30" x 30"
BLACK TEXT
ON YELLOW
E 7'-0"-
12" x 18"
RECTANGULAR
GREEN TEXT
ON WHITE
RESERVED
FOR
FUEL
EFFICENT
VEHICLES
1. SEE PLAN FOR LOCATION OF JOINTS.
2. PROVIDE BROOM FINISH IN ONE DIRECTION PERPENDICULAR TO DIRECTION OF TRAFFIC.
3. WINDOW PANE BORDERS AT EDGE OF PAVEMENT AND AT JOINTS IS NOT PERMITTED.
J O
I N
T
S
P A
C I N
G
Q
I D
H
O
W
A L K
NOTES:
BROOM FINISH
TOOLED EDGE 1/4"
RADIUS (NO BORDER)
TOOLED OR SAWN CONTROL
JOINTS (NO BORDER)
SEE PLAN
FOR WIDTH
CONCRETE PAVEMENT FINISH
SCALE: NONE
3"
CLEAR
COMPACTED SUBGRADE
COMPACTED 8" DEPTH GRADED
AGGREGATE BASE COURSE
CONTROL JOINT
REINFORCING:
#5 AT 16" OC, EACH WAY, TYP
6" DEPTH CONCRETE PAVEMENT
EXPANSION JOINT
CONCRETE PARKING PAD
SCALE: NONE
CONCRETE SIDEWALK,
SEE DETAIL 4/C-501
1. COORDINATE CONCRETE COLOR WITH BUILDING PROJECT.
2. PROVIDE BROOM FINISH PERPENDICULAR TO PARKING STALL STRIPING.
NOTES:
EDGE OF PAVEMENT
CURB RAMP
FLUSH CURB
NOTE:
1. PROVIDE ARMOR-TILE CAST IN PLACE DETECTABLE WARNING TILE,
COLOR; COLONIAL DARK GRAY, BY: ENGINEERED PLASTICS, INC.
PHONE: 800-682-2525
D I R
E C
T I O
N
O
F
T
R A
V E
L
.90"
.45"
1.670"
M
I N
M
A X
RAMP WIDTH VARIES
DETECTABLE WARNING STRIP
SCALE: NONE
PAINTED CROSSWALK
SCALE: NONE
6'-0"
T Y
P
T Y
P
CROSSWALK MARKING
PAINTED WHITE
EDGE OF PAVEMENT
L E
N G
H
S
H O
N
O
P
L A
| Sheets and Views |
| C-P2-COVER-Cover |
| C-P2-001-OA-P2-C-001 |
| C-P2-101-A-P2-C-101 |
| C-P2-102-B-DEMO-P2-C-102 |
| C-P2-103-B-SI-P2-C-103 |
| C-P2-104-B-GD-P2-C-104 |
| C-P2-105-C-P2-C-105 |
| C-P2-500-DETAILS-P2-C-501 |
File details come from the government source that posted it. Updated .