B08 Attachment 5- Plans.pdf
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- Solicitation number
- W911WN21B8003
About this file
This document describes a federal contract opportunity for the Youghiogheny River Lake Somerfield North Recreation Area Paving Repairs project. The U.S. Army Corps of Engineers, Pittsburgh District is seeking a contractor to perform repairs at two locations within the Somerfield North Recreation Area, which provides access to a boat ramp, dock, and picnic areas. The work includes removing an asphalt parking lot impacted by soil shifting, excavating and grading soils, installing new culverts and drainage features, installing a gravel parking lot and concrete parking pad, and establishing topsoil, grading and seeding. The contract is valued between $250,000-$500,000, has a small business set-aside designation, and will result in a firm-fixed-price award. The NAICS code is 237310 for highway, street and bridge construction, and the small business size standard is $39.5 million. Contractors must register in the System for Award Management and complete representations and certifications prior to receiving an award.
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
PITTSBRUGH DISTRICT
MONONGAHELA RIVER BASIN
YOUGHIOGHENY RIVER LAKE
REPAIRS TO SOMERFIELD NORTH RECREATION AREA
CERTIFIED FINAL DOCUMENT
W911WN21B8003
APRIL 2021
US Army Corps of Engineers
PENNSYLVANIA ONE CALL SYSTEM, INC.
CALL 10 BUSINESS DAYS BEFORE YOU DIG!
1-800-242-1776 or 8-1-1
APPROVED BY:
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
APPROVAL RECOMMENDED BY:
CHIEF, NAVIGATION DESIGN BRANCH
APPROVAL RECOMMENDED BY:
CHIEF, GEOTECHNICAL & WATER RESOURCES BRANCH
SUBMITTED BY:
CHIEF, CIVIL DESIGN SECTION
SUBMITTED BY:
CHIEF, GEOSPATIAL SECTION
THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT
DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
SUBMITTED BY:
PROJECT ENGINEER
PROJECT
LOCATION
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G-001
/S/ MATTHEW P. ROTHER, P.E.
/S/ MARK C. JONES, P.E.
/S/ JESSICA C. FARMER, P.E.
/S/ MATTHEW P. ROTHER, P.E.
/S/ KRISTEN L. SCOTT
/S/ TIMOTHY E. STURM, P.E.
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CONTRACT DRAWINGS
SHEET ID NO. FILE NAME DRAWING TITLE
GENERAL
G-001 3A54C2G-000 COVER SHEET
G-002 3A54C2G-000 INDEX SHEET
G-003 3A54C2G-000 GENERAL PROJECT NOTES AND ABBREVIATIONS
G-101 3A54C2G-101 GENERAL SITE LAYOUT AND CONTRACTOR WORK LIMITS
SURVEY
V-101 3A54C2V-101 PROJECT DATA HORIZONTAL AND VERTICAL CONTROL
CIVIL
CD101 3A54C2CD-100 LOWER PARKING LOT DEMOLITION PLAN
CD102 3A54C2CD-100 UPPER PARKING LOT DEMOLITION PLAN
CS101 3A54C2CS-100 LOWER PARKING LOT PLAN
CS102 3A54C2CS-100 UPPER PARKING LOT PLAN
CS201 3A54C2CS-200 PROFILE - UPPER PARKING LOT
CG101 3A54C2CG-100 LOWER PARKING LOT GRADING AND DRAINAGE PLAN
CG102 3A54C2CG-100 UPPER PARKING LOT GRADING AND DRAINAGE PLAN
C-501 3A54C2C-500 DETAILS SHEET 1 OF 2
C-502 3A54C2C-500 DETAILS SHEET 2 OF 2
EROSION AND SEDIMENT CONTROL
X-101 3A54C2CG-100 LOWER PARKING LOT EROSION AND SEDIMENTATION CONTROL PLAN
X-102 3A54C2CG-100 UPPER PARKING LOT EROSION AND SEDIMENTATION CONTROL PLAN
X-501 3A54C2C-500 EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS SHEET 1 OF 2
X-502 3A54C2C-500 EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 2 OF 2
REFERENCE DRAWINGS
037a-UI-12.7 037a-UI-12.7
YOUGHIOGHENY RIVER - SOMERFIELD RECREATION AREA - ACCESS ROAD &
PARKING AREA - DETAILS & SECTIONS - AS-BUILT - 14 SEP 1951
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ABBREVIATIONS
L ANGLE
AAB ANCHOR BOLT
ABV ABOVE
ACC ACCESSIBLE
ACI AMERICAN CONCRETE INSTITUTE
ADDM ADDENDUM
ADJ ADJACENT, ADJOINING, ADJUSTABLE
AGGR AGGREGATE
AHR ANCHOR
AI AREA INLET
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ALT ALTERNATE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPD APPROVED
APPROX APPROXIMATE
ARCH ARCHITECT
ASPH ASPHALT
AVG AVERAGE
BD BOARD
BDRY BOUNDARY
BITUM BITUMINOUS
BLDG BUILDING
BLW BELOW
BM BENCHMARK
BO BOTTOM OF
BOT BOTTOM
BTWN BETWEEN
CAP CAPACITY
CB CATCH BASIN
CFM CUBIC FEET PER MINUTE
C.F.S. COMPOST FILTER SOCK
CHFR CHAMFER
CHK CHECK
CI CAST IRON
CI CURB INLET
CIP CAST-IN-PLACE
CIRC CIRCULAR
CJ CONTROL JOINT
CJ CONSTRUCTION JOINT
CL CENTER LINE
CLL CONTRACT LIMIT LINE
CLOS CLOSURE
CLR CLEAR(ANCE)
cm CENTIMETER(S)
CMP CORRUGATED METAL PIPE
CMPST COMPOSITE
CMU CONCRETE MASONRY UNIT
CONC CONCRETE
CONN CONNECT
CONSTR CONSTRUCTION
CONT CONTINUE
CONTR CONTRACTOR
COV COVER
CRCMF CIRCUMFERENCE
CRES CORROSIVE RESISTANT STEEL
C TO C CENTER TO CENTER
CTR CENTER
CU FT CUBIC FEET
CU YD CUBIC YARDS
DAT DATUM
DEMO DEMOLITION
DEPR DEPRESSION
DET DETAIL
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIV DIVISION
DN DOWN
DR DOOR
DWG DRAWING
DWLS DOWELS
DWR DRAWER
E EAST
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION - GRADE OR BUILDING
ELEC ELECTRIC
EMER EMERGENCY
ENTR ENTRANCE, ENTERING
EP ELECTRICAL PANELBOARD
EQ EQUAL
EQUIP EQUIPMENT
EST ESTIMATE(D)
EXC EXCAVATE
EXST EXISTING
EXP EXPANSION
EXT EXTERIOR
FDTN FOUNDATION
FH FIRE HYDRANT
FIG FIGURE
FIN FINISH
FLEX FLEXIBLE
FN FENCE
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FPM FEET PER MINUTE
FS FULL SIZE
FT FEET
FW FIRE WATER
GC GENERAL CONTRACTOR
GEN GENERAL
G GROUND
GOVT GOVERNMENT
GPM GALLONS PER MINUTE
GR LN GRADE LINE
GRTG GRATING
HCP HANDICAPPED
HNDRL HANDRAIL
HORIZ HORIZONTAL
HPT HIGH POINT
HR HOUR
HT HEIGHT
ID INSIDE DIAMETER
IN INCH
INCL INCLUDED
INTM INTERMEDIATE
INV INVERT
I.P.S. INSIDE PIPE SIZE
JCT JUNCTION
JT JOINT
KIP KILOPOUND (1000 POUNDS)
km KILOMETER
LB POUND
LBL LABEL
LG LENGTH
LH LEFT HAND(ED)
LIN LINEAR
LPT LOW POINT
LTG LIGHTING
m METER(S)
MATL MATERIAL(S)
MAX MAXIMUM
MED MEDIUM
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MOD. MODIFIED
MTL METAL
N NORTH
NAT NATURAL
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
N’’REQD NOT REQUIRED
NTS NOT TO SCALE
OD OUTSIDE DIAMETER
OH OVERHEAD
OPNG OPENING
OPS OPERATIONS
P POLE
PAR PARALLEL
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PD PAVEMENT DRAIN
PERF PERFORATE(D)
PERIM PERIMETER
PH PHASE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PLF POUNDS PER LINEAR FOOT
PT PAINT(ED)
PREFAB PREFABRICATE(D)
PRKG PARKING
PROJ PROJECT
PS PIPE SPACE
PSF POUNDS PER SQUARE FOOT
PT. POINT
PV PAVED
PVG PAVING
QTR QUARTER
QTY QUANTITY
RA RETURN AIR
RCP REINFORCED CONCRETE PIPE
REF REFERENCE
REG REGISTER
REINF REINFORCE
REM REMOVE(ABLE)
REQD REQUIRED
REV REVISION
RLG RAILING
RND ROUND
ROW RIGHT OF WAY
S SOUTH
SCHED SCHEDULE
SD STORM DRAIN
SECT SECTION
SEQ SEQUENCE
SHLDR SHOULDER
SHT SHEET
SIM SIMILAR
SPEC SPECIFICATION
SST STAINLESS STEEL
STA STATION
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
STWY STAIRWAY
TEMP TEMPORARY
THK THICK(NESS)
TO TOP OF
TOL TOLERANCE
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TOW TOP OF WALL
TYP TYPICAL
UGND UNDERGROUND
UTIL UTILITY
VERT VERTICAL
VOL VOLUME
W WEST
W/ WITH
W/C WHEELCHAIR
WD WOOD
W/O WITHOUT
WP WATERPROOF(ING)
WP WEATHERPROOF
WT WEIGHT
WTH WIDTH
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
WWR WELDED WIRE REINFORCEMENT
YD YARD
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G-003
GENERAL PROJECT NOTES
1. CONTRACT SPECIFICATIONS - ALL WORK DONE AND MATERIAL FURNISHED UNDER THIS
CONTRACT SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE
CONTRACTOR SHALL PROVIDE ALL ENGINEERING AND SURVEY SERVICES NECESSARY TO
LOCATE AND INSTALL ITEMS AS SHOWN ON THE CONTRACT DRAWINGS AT NO ADDITIONAL
COST TO THE GOVERNMENT.
2. REMOVAL AND DISPOSAL OF EXISTING MATERIALS - ALL JOB REMOVAL AND DISPOSAL OF
DESIGNATED MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.
3. USE OF EXPLOSIVES - THE USE OF EXPLOSIVES WILL NOT BE PERMITTED.
4. ENVIRONMENTAL CONTROL - THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND
COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, AND REGULATIONS
CONCERNING ENVIRONMENTAL AND/OR POLLUTION CONTROLS IN ANY MANNER AFFECTING
THE CONDUCT OF THE WORK OR APPLYING TO EMPLOYEES ON THE PROJECT, AS WELL AS
ALL ORDERS OR DECREES WHICH HAVE BEEN OR MAY BE PROMULGATED OR ENACTED BY
ANY LEGAL BODIES OR TRIBUNALS HAVING AUTHORITY OR JURISDICTION OVER THE WORK,
MATERIALS, EMPLOYEES, OR CONTRACT.
THE FOLLOWING CONTROLS SHALL BE ADHERED TO IN AN EFFORT TO MAINTAIN THE
QUALITY OF THE ENVIRONMENT IN THE PROJECT AREA DURING THE DEVELOPMENT OF THIS
PROJECT:
- AIR POLLUTION CONTROL - THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
STANDARDS, ORDERS, OR REGULATIONS ISSUED PURSUANT TO THE CLEAN AIR ACT OF
1970;
- NO BURNING IN ANY MANNER WILL BE PERMITTED ON THIS PROJECT. IN ADDITION, THE
CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE FUGITIVE DUST. ALL WORK
AREAS CAUSING FUGITIVE DUST SHALL BE TREATED WITH CALCIUM CHLORIDE OR
OTHER APPROVED DUST CONTROL PALLIATIVES AS DIRECTED;
- TEMPORARY WATER POLLUTION AND SOIL EROSION CONTROLS - THE CONTRACTOR
SHALL PROVIDE TEMPORARY CONTROL MEASURES IN ACCORDANCE WITH THE
APPROVED EROSION AND SEDIMENT CONTROL PLAN AND AS DIRECTED BY THE
CONTRACTING OFFICER DURING THE LIFE OF THE CONTRACT TO CONTROL WATER
POLLUTION;
- THE CONTRACTOR SHALL EXERCISE ADDITIONAL PRECAUTIONS AS FOLLOWS:
(A) MINIMIZE THE AMOUNT OF EXPOSED ERODIBLE EARTH;
(B) LOCATE TOILETS PROPERLY;
(C) DO NOT EXPOSE ANY EMPLOYEES WITH SERIOUS WATERBORNE ILLNESSES TO THE
WATERSHED AREA;
(D) USE SOUND JUDGMENT IN LOCATING STORAGE AREAS AND FUEL DEPOTS;
(E) TAKE SUFFICIENT PRECAUTIONS TO PREVENT POLLUTION OF BODIES OF WATER
WITH FUELS, OILS, GLYPHOSATE, CALCIUM CHLORIDE, OR OTHER HARMFUL
MATERIALS.
- NOISE CONTROL - THE CONTRACTOR SHALL MAKE EVERY EFFORT AND USE EVERY
MEANS POSSIBLE TO MINIMIZE NOISE CAUSED BY OPERATIONS. THE CONTRACTOR
SHALL PROVIDE WORKING MACHINERY AND EQUIPMENT DESIGNED TO OPERATE WITH
THE LEAST POSSIBLE NOISE, AND WHEN GRINDING IS USED, SUCH GRINDING SHALL BE
OF A TYPE DESIGNED TO REDUCE NOISE TO A MINIMUM. COMPRESSORS SHALL BE
EQUIPPED WITH SILENCERS ON INTAKE LINES. ALL GAS- OR OIL-OPERATED EQUIPMENT
SHALL BE EQUIPPED WITH SILENCERS OR MUFFLERS ON INTAKE AND EXHAUST LINES.
WHEREVER PRACTICAL, ELECTRICITY SHALL BE USED FOR POWER TO REDUCE NOISE,
UNLESS OTHERWISE STIPULATED IN THE CONTRACT SPECIFICATIONS. WHERE
REQUIRED BY AGENCIES HAVING JURISDICTION, CERTAIN NOISE-PRODUCING WORK MAY
HAVE TO BE PERFORMED DURING TIMES OTHER THAN MONDAY THRU FRIDAY, 7:00 AM TO
4:00 PM, OR AT SPECIFIED PERIODS ONLY.
PAYMENT FOR COST INVOLVED IN MAINTAINING AIR POLLUTION CONTROL AND NOISE
CONTROL SHALL BE INCIDENTAL TO THE UNIT PRICES BID FOR THE VARIOUS CONTRACT
ITEMS.
5. NIGHT WORK, FEDERAL HOLIDAYS, AND WEEKEND WORK - THE CONTRACTOR SHALL NOT
PERFORM ANY WORK DURING THE ABOVE PERIODS, EXCEPT WHEN ORDERED BY THE
CONTRACTING OFFICER AND/OR AT THE REQUEST OF THE CONTRACTOR WITH THE
APPROVAL OF THE CONTRACTING OFFICER.
6. EXISTING PUBLIC FACILITIES AND UTILITIES (PA ONE-CALL) - CONTRACTOR SHALL NOTE THE
PRESENCE OF UNDERGROUND POWER LINES, COMMUNICATIONS LINES, GAS MAINS, WATER
LINES AND SEWERS THROUGHOUT THE WORK AREA. PRIOR TO ANY EXCAVATION OR
DEMOLITION WORK, THE CONTRACTOR MUST CONTACT THE PA ONE-CALL SYSTEM, INC.
(1-800-242-1776) AND COMPLY WITH THE PROVISIONS OF PA ACT 287 OF 1974, AS AMENDED
BY ACT 187 OF 1996. THE CONTRACTOR SHALL EXERCISE ALL PRECAUTIONS TO PREVENT
DAMAGE TO ALL UTILITIES; DAMAGE CAUSED BY THE CONTRACTOR TO ANY PUBLICLY- OR
PRIVATELY-OWNED STRUCTURE SHALL BE REPAIRED, IN KIND, AT THE CONTRACTOR'S
EXPENSE. WHEN NECESSARY, THE CONTRACTOR SHALL ARRANGE WORK WITH, AND
COOPERATE WITH, UTILITY COMPANIES, SCHEDULING WORK IN SUCH A MANNER THAT
NEEDLESS CONFLICT SHALL BE AVOIDED. UNDERGROUND STRUCTURES AND UTILITIES
HAVE BEEN SHOWN ON THE PLANS FROM A COMBINATION OF SURVEY DATA AND AVAILABLE
"AS-BUILT" PLANS AND RECORDS; THEREFORE, THEIR SIZES AND LOCATIONS MUST BE
CONSIDERED "APPROXIMATE" ONLY. THERE MAY BE OTHER UTILITIES IN PROXIMITY TO THE
WORK AREA, THE EXISTENCE OF WHICH IS PRESENTLY UNKNOWN. THE GOVERNMENT WILL
NOT BE RESPONSIBLE FOR ANY VARIATIONS FOUND DURING CONSTRUCTION. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO LOCATION ALL UTILITY LINES IN THE PROJECT AREA.
THE CONTRACTOR SHALL DETERMINE THE OBSTRUCTIONS AND DIFFICULTIES TO BE
ENCOUNTERED IN THE EXECUTION OF THE WORK UNDER THIS CONTRACT, AND ANY
ADDITIONAL EXPENSE INCURRED ON ACCOUNT OF SUCH OBSTRUCTIONS AND DIFFICULTIES
SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS ITEMS OF WORK. ALL
UTILITIES EXPOSED DURING EXCAVATION SHALL BE SUPPORTED AND PROTECTED DURING
CONSTRUCTION.
7. BASE MAPPING - THE BASE MAPPING UTILIZED FOR PROJECT DESIGN WAS DEVELOPED
BASED ON FIELD SURVEY DATA COLLECTED BY A USACE SURVEY CREW IN FEBRUARY 2020
AND CADD (AUTOCAD CIVIL 3D 2020) PLATES DEVELOPED FROM "AS-BUILT" DOCUMENTS
AND RECORDS AND AERIAL IMAGING. ALL UTILITIES, FEATURES, ELEVATIONS AND
DIMENSIONS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT EXACT FIELD CONDITIONS.
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ANY AND ALL DIMENSIONS,
ELEVATIONS, AND SITE CONDITIONS. IF A CONFLICT IS FOUND BETWEEN DIFFERENT
PORTIONS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER IMMEDIATELY. CONTINUED CONSTRUCTION OF THE AREA IN
CONFLICT SHALL BE AT THE CONTRACTOR'S OWN RISK UNTIL THE CONFLICT IS RESOLVED
BY THE CONTRACTING OFFICER.
8. WORK LIMITS - THE CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES TO WITHIN
THE PROPERTY BOUNDARY AND/OR WORK LIMITS, AS NOTED ON THE CONTRACT
DRAWINGS
9. WORK AREA ACCESS - THE CONTRACTOR SHALL ACCESS THE WORK AREA FROM LAKE SIDE
ROAD (TOWNSHIP ROAD 860), ENTERING THE SOMERFIELD NORTH RECREATION AREA VIA
THE PARKING LOT ACCESS ROAD.
10. THE CONTRACTOR SHALL PROVIDE A UTILITY LOCATING SERVICE TO LOCATE THE EXISTING
GOVERNMENT-OWNED UNDERGROUND UTILITY LINES WITHIN THE WORK LIMITS PRIOR TO
PERFORMING ANY EXCAVATION AT THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE
GOVERNMENT OF ANY INTERFERENCES WITH NEW FEATURES OF WORK. THE LOCATIONS
OF THE UTILITY LINES SHALL BE IDENTIFIED ON THE "AS-BUILT" DRAWINGS
T
I
O
N
K
E
U
S
L
A
K
R
M
A
R
I
I V
E
P
I
R
I
A
D
YOUGHIOGHENY
RIVER LAKE
LOWER
PARKING
LOT
MIDDLE
PARKING
LOT
UPPER
PARKING
AREA
PROPOSED
PARKING/
LAYDOWN
AREAS
PROPOSED
PARKING/
LAYDOWN
AREA
B
O
M
P
LAKE SIDE ROAD
(TR-860)
ONE WAY
TRAFFIC
ONE WAY
TRAFFIC
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
F Y
G H
R
E P
A I R
S
T
O
S
O M
E R
F I E
E
A
P
R O
J E
C T
W I S
E C
I V
E
N G
I N
E E
R I N
G D
E S
I G
N S
S
H E
E T
S
A
C
G
D
W G
A
M
A
E C
B
W
S
T B
H
E C
N K
R M
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SCALE: 1"=100'
PLAN
NORTH
GENERAL SITE PLAN
100' 200'0
P I T
T S
B R
U G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E N
T
M
C
A S
T L
E
K
M
C N
I E
R N
E Y
T
S
T U
R M
M
R
O T
H E
R
G E
N E
R A
L
S
I T
E
L
A Y
O U
T
A
N
T R
A C
T O
R
W
O R
K
L
I M
I T
S
G-101
LEGEND
1. THE EXISTING LAKE SIDE ROAD (TR-860) ACCESS ROAD AND PARKING LOT WILL BE
OPEN TO LOCAL TRAFFIC DURING CONSTRUCTION ACTIVITIES.
2. THE CONTRACTOR MAY USE THE DESIGNATED PARKING / LAYDOWN AREAS, AS
SHOWN ON THIS SHEET, FOR VEHICLE PARKING, STAGING, OR CONSTRUCTION
AND LAYDOWN STORAGE.
3. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AND PARKING TO THE PUBLIC IN THE
MIDDLE PARKING LOT, UNLESS OTHERWISE SPECIFIED OR UNLESS OTHERWISE
APPROVED BY THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE.
4. THE CONTRACTOR WILL BE REQUIRED TO USE TRAFFIC CONTROL MEASURES
WHEN TRAVELING BETWEEN THE UPPER AND LOWER PARKING LOTS.
CONTRACTOR WORK LIMITS NOTES
CONTRACTOR WORK LIMITS
1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE
SHEET G-003.
2. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM
INFORMATION, SEE SHEET V-101.
GENERAL NOTES
A1
D
G
B
L
D
G
U
T
I
L
I
T
Y
P
O
L
E
L
I
G
H
T
P
O
L
E
L
I
G
H
T
P
O
L
E
B
L
D
G
J
E
R
S
E
Y
B
A
R
R
I
E
R
S
W
O
O
D
N
C
E
G
A
T
E
G
U
I
I L
G
U
I
I
L
G
U
I
I
L
G
U
I
I
L
G
U
I
I
L
G U
I D
E
R
A I L
G
U
I
I L
G U
I D
E
R
A I
A
M
S
T
Y
P
A
M
S
T
Y
P
S
I
G
N
S
I
G
N
S
I
G
N
S
I
G
N
EXISTING STOCKPILE LOCATION
(NOT SHOWN IN EXISTING
CONTOURS)
G
R
A
V
E
A
G
R
A
E
A
GRASS AREA
I
N
F
O
R
M
A
T
I
O
N
B
O
A
R
D
G A
T E
P
E
P
E
S
I
G
N
S
I
G
N
S
N
A
T
I
O
N
K
E
Y
O
U
G
H
I
O
G
H
E
N
Y
R
I
V
K
E
R
I
P
R
A
P
S
I
P
C
I
P
C
I
P
C
S
S
S
C
O
C
O
S
N
O
P
A R
K I N
G
N
O
P
A R
K I N
G
N
O
P
A R
K I N
G
R
K
I
N
G
R
K
I N
G
C
O
D
P
P
W
V
W
V
C
O
D
C
O
D
C
O
D
C
O
D
C
O
D
W
I
A
I N
C
O
D
W
I
A
I N
C O
N C
P A
D
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
I
U
R
I
E
D
I
R
I
E
D
I
I
I
S
T
A
I R
S
S
T
A
I R
S
S
T
A
I R
S
S
T
A
I R
S
S
T
A
I R
S
C
O
D
C
O
D
M
O
N
ENDWALL
L
I
N
G
C
R
I
S
E
R
S
T
U
M
P
S
T
U
M
P
C
R
I
S
E
R
U
S
A
S
K
R
E
F
S
T
A
I R
S
B
L
D
G
B
L
D
G
B
L
D
G
B
L
D
G
BLDG
BLDG
B
L
W
O
D
N
C
E
W
O
O
D
N
C
E
G
U
I
I L
G
U
I
I L
G
U
I
I L
G
U
I
I L
G
U
I
I
L
M
P
P
C
M
P
P
#11
5/8" IRON PIN
N: 158996.41
E: 1506756.26
EL: 1465.54
S D
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
ABOVE GROUND
CONC VAULT
P
E
I
B
E
A
M
S
T
Y
P
#13
5/8" IRON PIN
N: 158600.56
E: 1516592.83
EL: 1474.72
ENDWALL
INV EL 1463.97
W
V
W
V
REF 1
3/4" PIN FND
130+75.11
N: 157077.79
E: 1506354.42
REF 2
3/4" PIN FND
130+75.11
N: 157052.43
E: 1506397.38
REBAR FND W/ALUM CAP W/PUNCH
PC
137+12.41 OFF 41.53'
N: 156688.06
E: 1506955.01
REF 2
REBAR FND W/ALUM CAP W/PUNCH
PC
137+12.41
N: 156746.28
E: 1506835.69
REF 3
REBAR FND W/PLASTIC CAP PA DOT DSIT
9-0 PC
137+12.41
N: 156643.05
E: 1507051.13
S
N
A
T
I
O
N
K
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SURVEY CONTROL
NAME
GRID
STATION
GRID
OFFSET
NSRS GRID
NORTHING
(USFT)
NSRS GRID
EASTING
(USFT)
NAVD88
ELEVATION
(USFT)
DESCRIPTION
#11 — —
158996.41 1506756.26 1465.54 5/8" IRON PIN
#13 — —
158600.56 1506592.83 1474.72 5/8" IRON PIN
SCALE: 1" = 60'
SURVEY CONTROL PLAN
A1
PLAN
NORTH
60' 120'0
SCALE: 1" = 60'
SURVEY CONTROL PLAN
J1
PLAN
NORTH
60' 120'0
1. THE HORIZONTAL DATUM ON THIS SHEET IS NAD83 (2007). THE GRID COORDINATE
SYSTEM IS PENNSYLVANIA SOUTH ZONE (FIPS 3702). THE UNITS ARE IN U.S.
SURVEY FEET (USFT).
2. THE HORIZONTAL COORDINATES WERE DERIVED FROM STATIC GPS OBSERVATIONS
THAT WERE SUBMITTED TO OPUS ON POINTS #11 AND #13.
3. THE VERTICAL DATUM ON THIS SHEET IS NAVD88, COMPUTED USING GEOID18 AND
THE UNITS ARE IN U.S. SURVEY FEET (USFT).
4. THE ORTHOMETRIC HEIGHT WAS DERIVED FROM STATIC GPS OBSERVATIONS THAT
WERE SUBMITTED TO OPUS ON POINTS #11 AND #13.
5. THE COMBINED GROUND SCALE FACTOR FOR THE PROJECT IS 0.99996682
(GROUND = GRID*GROUND SCALE FACTOR).
6. THE PUBLIC WEBSITE USMART.USACE.ARMY.MIL SHALL BE UTILIZED FOR NOTIFYING
THE GOVERNMENT OF RECOVERY OF ANY OF THE SURVEY CONTROL MONUMENTS
ON THIS DRAWING. FOR GEOGRAPHIC COORDINATES PLEASE CONSULT USMART
(USACE SURVEY MARKER AND RETRIEVAL TOOL) AND SEARCH VIA THE COE PID.
7. THE ALIGNMENT REFERENCED IN THE "RIGHT-OF-WAY REFERENCE POINTS PLAN"
SECTION ON THIS SHEET CAN BE FOUND IN PENNDOT DISTRICT 12, SOMERSET
COUNTY, S.R. 0040, SECTION 06M R/W, SHEET 8 OF 12.
GENERAL NOTES
USFT SURVEY FOOT
NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988
NAD83 NORTH AMERICAN DATUM OF 1983
NAD29 NATIONAL GEODETIC VERTICAL DATUM OF 1929
ABBREVIATIONS
HORIZONTAL AND VERTICAL CONTROL POINT
HORIZONTAL CONTROL POINT
IRON PIN AND CAP
LEGEND
SCALE: 1" = 60'
RIGHT-OF-WAY REFERENCE POINTS PLAN
A9
PLAN
NORTH
60' 120'0
IPC
R
P
R I C
E
B
B
A K
E R
T
S
T U
R M
P R
O J E
T
A
H
O R
I Z
O N
T A
L
A
R
T I C
N
T R
O L
V-101
P I T
T S
B R
U G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E
RIPRAP
GRASSY ROAD BED
W
O
O
D
N
C
E
EXST GATE
TO BE
REMOVED
E X
I D
E
R
A I L
R
E M
O V
E D
EXST GUIDE RAIL
TO
BE REM
O
VED
S
T
A
G
H
T
O
F
W
A
Y
A
P
P
R
O
X
I
M
A
C
A
T
I
O
N
TO
MIDDLE
PARKING
LOT AREA
FROM
MIDDLE
PARKING
LOT AREA
PROPOSED
PAVEMENT
SAW CUT
Y O
U G
H I O
G H
E N
Y
R I V
K E
S.R. 0040
(NATIONAL PIKE)
GUIDE RAIL
GRAVEL AREA
GRASS AREA
I BEAMS
(TYP)
I
B
E
A
M
S
T
Y
P
G
A
T
E
SIGN
G
U
I
I L
SIGN
BLDG
BLDG
UTILITY
POLE
G
U
I
I L
SIGN
G
U
I
I
L
LIGHT
POLE
SIGN
SIGN
G
U
I
I
L
SIGN
J E
R S
E Y
B A
R R
I E
R S
LIGHT
POLE
G
U
I
I
L
G
A T
E B
L D
G
GRASS AREA
G
U
I
I L
RIPRAP
G
U
I
I L
G
U
I
I
L
S
T A
G
H
T O
F W
A
Y
A
P
P
R
O
X
I M
A
C
A
T I O
N
O N
E
W
A Y
T R
A F
F I C
O N
E
W
A Y
T R
A F
F I C
L
A
A
D
T
R
REFER TO NOTE 2
OF THE DEMOLITION
NOTES
REFER TO NOTE 2
OF THE DEMOLITION
NOTES
CONTRACTOR
WORK LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
F Y
G H
R
E P
A I R
S
T
O
S
O M
E R
F I E
E
A
P
R O
J E
C T
W I S
E C
I V
E
N G
I N
E E
R I N
G D
E S
I G
N S
S
H E
E T
S
A
C
C
D
D
W G
A
M
A
E C
B
W
S
T B
H
E C
N K
R M
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SCALE: 1"=30'
PLAN
NORTH
DEMOLITION PLAN - LOWER PARKING LOT
30' 60'0
P I T
T S
B R
U G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E N
T
EXISTING MAJOR CONTOUR (5' INTERVALS)
EXISTING MINOR CONTOUR (1' INTERVALS)
EXISTING GUIDE RAIL TO BE REMOVED
M
C
A S
T L
E
K
M
C N
I E
R N
E Y
T
S
T U
R M
M
R
O T
H E
R
L O
W E
R
P
A R
K I N
G
L
M
O L
I T
I O
N
P
L A
N
CD101
RIGHT-OF-WAY LINE
LEGEND
EXISTING AREA OF STONE OR PAVEMENT WITHIN CONTRACTOR
WORK LIMIT
1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE
SHEET G-003.
2. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM
INFORMATION, SEE SHEET V-101.
3. EXISTING CONTOURS ARE SHOWN ON THIS SHEET AT INTERVALS OF 1 FOOT AND
LABELED.
GENERAL NOTES
CONTRACTOR WORK LIMITS
PROPERTY LINE(S)
A1
1. THE LINEAR FOOTAGE OF GUIDERAIL TO BE REMOVED IS AN ESTIMATE. ACTUAL
LENGTH IS DEPENDANT UPON LOCATIONS OF POSTS. CONTRACTOR SHALL FIELD
VERIFY LENGTHS OF GUIDERAIL REMOVEMENT.
2. OFF SEASON TRAFFIC CONTROL SHALL BE MOVED DURING CONSTRUCTION ON AN
ON-SITE AREA DESIGNATED BY CONTRACTING OFFICER OR THEIR
REPRESENTATIVE.
3. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES TO REMAIN.
4. DO NOT DISTURB MATERIAL LOCATED IN THE STATE ROAD RIGHT-OF-WAY.
5. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM
THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING OFFICER OR
THEIR REPRESENTATIVE'S APPROVAL BEFORE IMPLEMENTATION.
DEMOLITION NOTES
SSS
C
O
C
O
S
S
S
S A
N
S A
N
S A
N
S A
N
S
A
N
S
A
N
S
A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
D
#13
5/8" IRON PIN
N: 158600.56
E: 1516592.83
EL: 1474.72
EXISTING
PAVEMENT
CRACK
TO BE REMOVED
M
O
V
E
D
TO
MIDDLE
PARKING
LOT AREA
PROPOSED
PAVEMENT
SAW CUT
C
M
P
ENDWALL
ABOVE GROUND
CONC VAULT
S T
A I R
S
S T
A I R
S
CONC PAD
WV
WV
6" PVC
RISER
C O
N C
P A
D
GUIDE RAIL
S T
A I R
S
S T
A I R
S
CONC PAD
LIFE RING
STUMP
CONC PAD
C O
N C
P A
D
C O
N C
P
AD
S T
A I R
S
BLDG
BLDG
G U
ID
E
R A
IL
S T
A I R
S
C O
N C
P
AD
W
IT
H D
RAIN
WV
CONC P
AD
O
D
N
C
E
W A
TE
R
LIN
E
(T Y
P
EXST G
UID
ERAIL
E
X
I D
E
R
A
I L
"NO PARKING"
SIGN
S
A
N
I
T
A
W
Y
P
SANITARY SEWER
MANHOLE (TYP.)
CULVERT (TYP.)
PORTION OF
EXISTING PAVEMENT
TO REMAIN
FROM
MIDDLE
PARKING
LOT AREA
O
Y
T
R
A
F
F
I
C
O
Y
T
R
A
F
F
I
C
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
BLDG
B
L
D
G
B
L
D
G
S D
S D
S
D
S D
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
A
M
S
T
Y
P
M
O
V
E
D
TO BE REMOVED
M
O
V
E
D
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
O
D
N
C
E
6" PVC
RISER
CONC PAD
INV EL: 1462.97
E X
S T
G
U
ID
E R
A
IL
CONC PAD
WITH DRAIN
WV
E X
S T G
U
ID
E R
A
IL
INV EL: 1458.18
C
M P
C
M
P
ENDWALL
INV EL 1463.97
O
D
N
C
E
BLDG
W
O
O
D
N
C
E
BLDG
BLDG
E
X
S
T
G
U
I
D
E
R
A
I
L
STUMP
C
M P
INV BURIED
INV BURIED
INV EL: 1451.39
W A
TE
R
LIN
E
(T Y
P
EXST G
UID
ERAIL
O V
E R
H E
A D
P O
W E
R L
IN
E
S (T
Y P
CULVERT (TYP.)
"NO PARKING" SIGN
"NO PARKING" SIGN
"NO PARKING" SIGN
"NO PARKING" SIGN
CONTRACTOR
WORK LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
F Y
G H
R
E P
A I R
S
T
O
S
O M
E R
F I E
E
A
P
R O
J E
C T
W I S
E C
I V
E
N G
I N
E E
R I N
G D
E S
I G
N S
S
H E
E T
S
A
C
C
D
D
W G
A
M
A
E C
B
W
S
T B
H
E C
N K
R M
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SCALE: 1"=30'
PLAN
NORTH
DEMOLITION PLAN - UPPER PARKING LOT
30' 60'0
GENERAL NOTES
P I T
T S
B R
U G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E N
T
M
C
A S
T L
E
K
M
C N
I E
R N
E Y
T
S
T U
R M
M
R
O T
H E
R
U P
P E
R
P
A R
K I N
G
L
M
O L
I T
I O
N
P
L A
N
CD102
M
A
T
C
H
L
I
H
E
E
T
M
A
T
C
H
L
I
H
E
E
T
LEGEND
EXISTING MAJOR CONTOUR (5' INTERVALS)
EXISTING MINOR CONTOUR (1' INTERVALS)
EXISTING GUIDE RAIL TO BE REMOVED
RIGHT-OF-WAY LINE
EXISTING PAVEMENT TO BE REMOVED
CONTRACTOR WORK LIMITS
PROPERTY LINE(S)
A1
1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE
SHEET G-003.
2. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM
INFORMATION, SEE SHEET V-101.
3. EXISTING CONTOURS ARE SHOWN ON THIS SHEET AT INTERVALS OF 1 FOOT AND
LABELED.
1. THE LINEAR FOOTAGE OF GUIDERAIL TO BE REMOVED IS AN ESTIMATE. ACTUAL
LENGTH IS DEPENDANT UPON LOCATIONS OF POSTS. CONTRACTOR SHALL FIELD
VERIFY LENGTHS OF GUIDERAIL REMOVEMENT.
2. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES TO REMAIN.
3. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM
THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING OFFICER OR
THEIR REPRESENTATIVE'S APPROVAL BEFORE IMPLEMENTATION.
DEMOLITION NOTES
GRASSY ROAD BED
PROPOSED DOUBLE
ACCESS GATES
S
T
A
G
H
T
O
F
W
A
Y
A
P
P
R
O
X
I
M
A
C
A
T
I
O
N
PROPOSED
AGGREGATE
PAVEMENT SECTION
AREA
PROPOSED
PARKING PAD
(CONCRETE)
PROPOSED
CONTRACTOR
PARKING/
LAYDOWN
AREA
PROPOSED
CONTRACTOR
PARKING/
LAYDOWN
AREA
PROPOSED
PARKING/
LAYDOWN
AREA
30'
' W
ID
E
A C
C E
S S
D R
IV
E
K1
C-501
A16
C-501
F7
C-501
PROPOSED
GUIDERAIL
Y O
U G
H I O
G H
E N
Y
R I V
K E
S.R. 0040
(NATIONAL PIKE)
GUIDE RAIL
I BEAMS
(TYP)
I
B
E
A
M
S
T
Y
P
G
A
T
E
SIGN
G
U
I
I L
SIGN
BLDG
BLDG
UTILITY
POLE
G
U
I
I L
SIGN
G
U
I
I
L
LIGHT
POLE
SIGN
SIGN
G
U
I
I
L
SIGN
J E
R S
E Y
B A
R R
I E
R S
LIGHT
POLE
B L D
G
G
U
I
I L
RIPRAP
G
U
I
I L
G
U
I
I
L
A12
C-502
A C
C E
S S
PROPOSED EDGE OF
GRAVEL PAVEMENT
PROPOSED EDGE OF
GRAVEL PAVEMENT
PROPOSED
GRASS AREA
S
T A
G
H
T O
F W
A
Y
A
P
P
R
O
X
I M
A
C
A
T I O
N
L
A
A
D
T
R
R
R
R
R
R
R
PROPOSED
ACCESS GATE
RECEIVING
BOLLARD
J16
C-501
CONTRACTOR
WORK LIMITS
LOWER PARKING LOT COORDINATE
TABLE (NAD 83)
POINT
DESCRIPTION
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
PARKING LOT
PAVING LIMITS
ADA PARKING
ADA PARKING
ADA PARKING
ADA PARKING
NORTHING
157519.9390
157524.4939
157482.7633
157430.3272
157406.9190
157397.4864
157371.4674
157337.0042
157326.3280
157382.5280
157417.2722
157485.4394
157545.7073
157528.7135
157530.8421
157553.2420
157572.7188
157630.8905
157607.5970
157571.9619
157552.3208
157522.7738
157515.1453
157553.5530
157570.3582
157582.1413
157433.5292
157409.6481
157420.3803
157444.2614
EASTING
1506014.7543
1505989.7701
1505959.9840
1505967.9206
1505989.1587
1506007.1466
1506022.9449
1506032.5884
1506026.3665
1505954.3579
1505907.6669
1505812.2220
1505874.1856
1505904.2104
1505921.8905
1505922.8860
1505902.8700
1505959.4706
1505975.8727
1505983.0318
1505973.8418
1505952.7520
1505963.4397
1505990.8540
1505995.4014
1505994.3218
1505962.8296
1505950.2323
1505929.8870
1505942.4843
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
F Y
G H
R
E P
A I R
S
T
O
S
O M
E R
F I E
E
A
P
R O
J E
C T
W I S
E C
I V
E
N G
I N
E E
R I N
G D
E S
I G
N S
S
H E
E T
S
A
C
C
S
D
W G
A
M
A
E C
B
W
S
T B
H
E C
N S
E S
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SCALE: 1"=30'
PLAN
NORTH
PLAN - LOWER PARKING LOT
30' 60'0
M
C
A S
T L
E
K
M
C N
I E
R N
E Y
T
S
T U
R M
M
R
O T
H E
R
L O
W E
R
P
A R
K I N
G
L
A
N
CS101
P I T
T S
B R
U G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E N
T
EXISTING GUIDERAIL
PROPOSED EDGE OF PAVEMENT
RIGHT-OF-WAY LINE
LEGEND
CONTRACTOR WORK LIMITS
PROPOSED PAVEMENT MARKING
PROPOSED GUIDERAIL
1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE
SHEET G-003.
2. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM
INFORMATION, SEE SHEET V-101.
3. REFER TO THE EROSION AND SEDIMENT CONTROL PLANS, X-101, FOR THE
LIMITS OF EROSION AND SEDIMENT CONTROL BMP PLACEMENT.
4. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES.
5. REFER TO SHEET CG101 FOR LOWER PARKING LOT GRADING AND DRAINAGE
PLAN.
6. LOWER PARKING LOT COORDINATE TABLE PROVIDED FOR BIDDING
PURPOSES ONLY. CONTRACTOR TO VERIFY ACTUAL LAYOUT WITH THE
CONTRACTING OFFICER OR THEIR REPRESENTATIVE IN THE FIELD PRIOR TO
IMPLEMENTATION.
7. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM
THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING
OFFICER OR THEIR REPRESENTATIVE'S APPROVAL BEFORE
IMPLEMENTATION.
GENERAL NOTES
PROPERTY LINE(S)
PARKING LOT COORDINATE LABEL1
EXISTING EDGE OF PAVEMENT
PROPOSED SINGLE
ACCESS GATE
PROPOSED
GUIDERAIL
PROPOSED
PARKING/
LAYDOWN
AREA
TO
MIDDLE
PARKING
LOT AREA
PROPOSED
PAVEMENT
SAW CUT
A14
C-502
A11
C-501
S T
A I R
S
S T
A I R
S
CONC PAD
C O
N C
P A
D
GUIDE RAIL
S T
A I R
S
S T
A I R
S
CONC PAD
LIFE RING
STUMP
CONC PAD
C O
N C
P A
D
C O
N C
P
AD
S T
A I R
S
BLDG
BLDG
G U
ID
E
R A
IL
S T
A I R
S
C O
N C
P
AD
W
IT
H D
RAIN
O
D
N
C
E
"NO PARKING"
SIGN
PORTION OF
EXISTING PAVEMENT
TO REMAIN
FROM
MIDDLE
PARKING
LOT AREA
CONVERT
DEMOLISHED
ASPHALT PARKING
LOT TO
GRASSY AREA
(SEE NOTE 7,
THIS PAGE)
O
Y
T
R
A
F
F
I
C
O
Y
T
R
A
F
F
I
C
PROPOSED ACCESS
GATE RECEIVING
BOLLARD
J16
C-501
O
D
N
C
E
CONC PAD
CONC PAD
WITH DRAIN
O
D
N
C
E
BLDG
W
O
O
D
N
C
E
BLDG
BLDG
STUMP
O V
E R
H E
A D
P O
W E
R L
IN
E
S (T
Y P
CONVERT
DEMOLISHED
ASPHALT PARKING
LOT TO
GRASSY AREA
(SEE NOTE 7,
THIS PAGE)
CONVERT
DEMOLISHED
ASPHALT PARKING
LOT TO
GRASSY AREA
(SEE NOTE 7,
THIS PAGE)
CONVERT
DEMOLISHED
ASPHALT PARKING
LOT TO
GRASSY AREA
(SEE NOTE 7,
THIS PAGE)
CONVERT
DEMOLISHED
ASPHALT PARKING
LOT TO
GRASSY AREA
(SEE NOTE 7,
THIS PAGE)
UPPER PARKING
LOT ALIGNMENT
A1
CS201
J16
C-501
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
CONTRACTOR
WORK LIMITS
UPPER PARKING LOT COORDINATE TABLE (NAD 83)
POINT
DESCRIPTION
ALIGNMENT BEGIN
ALIGNMENT PI
ALIGNMENT PI
ALIGNMENT PI
ALIGNMENT PI
ALIGNMENT PI
ALIGNMENT PI
ALIGNMENT PI
ALIGNMENT PI
ALIGNMENT END
SAW CUT
SAW CUT
NORTHING
158437.859726
158616.059559
158683.848386
158784.220056
158885.788383
158966.383040
158995.796498
159070.019509
159083.821001
159085.875188
158556.063821
158536.856161
EASTING
1506448.701982
1506553.997214
1506605.936600
1506662.349372
1506711.760759
1506760.555260
1506782.847823
1506881.670505
1506918.608807
1506922.348695
1506493.229889
1506525.714772
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
F Y
G H
R
E P
A I R
S
T
O
S
O M
E R
F I E
E
A
P
R O
J E
C T
W I S
E C
I V
E
N G
I N
E E
R I N
G D
E S
I G
N S
S
H E
E T
S
A
C
C
S
D
W G
A
M
A
E C
B
W
S
T B
H
E C
N S
E S
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SCALE: 1"=30'
PLAN
NORTH
PLAN - UPPER PARKING LOT
30' 60'0
M
C
A S
T L
E
K
M
C N
I E
R N
E Y
T
S
T U
R M
M
R
O T
H E
R
U P
P E
R
P
A R
K I N
G
L
A
N
CS102
P I T
T S
B R
U G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E N
T
M
A
T
C
H
L
I
H
E
E
T
M
A
T
C
H
L
I
H
E
E
T
EXISTING GUIDERAIL
RIGHT-OF-WAY LINE
LEGEND
CONTRACTOR WORK LIMITS
PROPOSED GUIDERAIL
1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE
SHEET G-003.
2. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM
INFORMATION, SEE SHEET V-101.
3. REFER TO THE EROSION AND SEDIMENT CONTROL PLANS, X-102, FOR THE
LIMITS OF EROSION AND SEDIMENT CONTROL BMP PLACEMENT.
4. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES.
5. SEE LOCATION OF PROPOSED SAW CUT FOR EDGE OF PAVEMENT TO
REMAIN.
6. REFER TO SHEET CG102 FOR UPPER PARKING LOT GRADING AND DRAINAGE
PLAN.
7. REFER TO SHEET X-501, "SEEDING NOTES: PERMANENT" FOR PROPOSED
GRASS AREA TOPSOIL AND SEEDING NOTES.
8. UPPER PARKING LOT COORDINATE TABLE PROVIDED FOR BIDDING
PURPOSES ONLY. CONTRACTOR TO VERIFY ACTUAL LAYOUT WITH THE
CONTRACTING OFFICER OR THEIR REPRESENTATIVE IN THE FIELD PRIOR TO
IMPLEMENTATION.
9. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM
THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING
OFFICER OR THEIR REPRESENTATIVE'S APPROVAL BEFORE
IMPLEMENTATION.
GENERAL NOTES
PROPERTY LINE(S)
ALIGNMENT COORDINATE LABEL1
EXISTING EDGE OF PAVEMENT
E
V A
T I O
N
E L E
V A
T I O
N
STATION
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00 8+25
P V
I
S
T A
E L
P V
I
S
T A
E L
P V
I
S
T A
E L
S=-2.25%
L=179.58
S=-1.00%
L=462.81
S=25.00%
L=8.25
PROPOSED
FINISHED GRADE
EXISTING
GRADE
E L E
V A
T I O
N
E L E
V A
T I O
N
STATION
PROPOSED
CULVERT 3
12" HDPE
-0+25
0+00
1+00
Inlet 3a
STA: 0+82.84
RIM: 1470.99
INV. OUT: 1469.11
H D
P E
G R
A D
E
.3
INLET 3A AND CULVERT 3 CROSS SECTION
UPPER PARKING LOT PROFILE
PORTION OF EXISTING PAVEMENT TO REMAIN
PROPOSED
FINISHED GRADE
APPROXIMATE
EXISTING GROUND
SURFACE
PROPOSED
RIPRAP
APRON
EXISTING
18" CMP
(TO BE GROUTED AND
ABANDONED IN PLACE) EXISTING
12" CMP
(TO BE GROUTED AND
ABANDONED IN PLACE)
EXISTING
12" CMP
(TO BE GROUTED AND
ABANDONED IN PLACE)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
F Y
G H
R
E P
A I R
S
T
O
S
O M
E R
F I E
E
A
P
R O
J E
C T
W I S
E C
I V
E
N G
I N
E E
R I N
G D
E S
I G
N S
S
H E
E T
S
A
C
C
S
D
W G
A
M
A
E C
B
W
S
T B
H
E C
N K
R M
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
PROFILE - UPPER PARKING LOT
30' 60'0
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=10'
10' 20'0
M
C
A S
T L
E
K
M
C N
I E
R N
E Y
T
S
T U
R M
M
R
O T
H E
R
P R
O F
I L
E
U
P P
R
K I N
G
L
O T
CS201
P I T
T S
B R
U G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E N
T
EXISTING GRADE
LEGEND
PROPOSED FINISHED GRADE
AREA OF PROPOSED FILL
PROPOSED
FINISHED GRADE
1445.64
PROPOSED
FINISHED GRADE
1445.21
PROPOSED
FINISHED GRADE
1444.29
PROPOSED
FINISHED GRADE
1443.58
PROPOSED
FINISHED GRADE
1446.54
4.95%
5.00%
3.50%
.2
.7
GRASSY ROAD BED
W
O
O
D
N
C
E
S
T
A
G
H
T
O
F
W
A
Y
A
P
P
R
O
X
I
M
A
C
A
T
I
O
N
PROPOSED
PARKING PAD
(CONCRETE)
K1
C-501
PROPOSED
GUIDERAIL
Y O
U G
H I O
G H
E N
Y
R I V
K E
S.R. 0040
(NATIONAL PIKE)
GUIDE RAIL
I BEAMS
(TYP)
I
B
E
A
M
S
T
Y
P
G
A
T
E
SIGN
G
U
I
I L
SIGN
BLDG
BLDG
UTILITY
POLE
G
U
I
I L
SIGN
G
U
I
I
L
LIGHT
POLE
SIGN
SIGN
G
U
I
I
L
SIGN
J E
R S
E Y
B A
R R
I E
R S
LIGHT
POLE
B L D
G
G
U
I
I L
RIPRAP
G
U
I
I L
G
U
I
I
L
A12
C-502
PROPOSED EDGE OF
GRAVEL PAVEMENT
PROPOSED EDGE OF
GRAVEL PAVEMENT
S
T A
G
H
T O
F W
A
Y
A
P
P
R
O
X
I M
A
C
A
T I O
N
L
A
A
D
T
R
M
A
T
X
I
S
T
I
A
D
E
LOW SPOT,
SLOPE TO DRAIN
CONTRACTOR
WORK LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
F Y
G H
R
E P
A I R
S
T
O
S
O M
E R
F I E
E
A
P
R O
J E
C T
W I S
E C
I V
E
N G
I N
E E
R I N
G D
E S
I G
N S
S
H E
E T
S
A
C
C
G
D
W G
A
M
A
E C
B
W
S
T B
H
E C
N S
E S
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SCALE: 1"=30'
PLAN
NORTH
GRADING AND DRAINAGE PLAN - LOWER PARKING LOT
30' 60'0
M
C
A S
T L
E
K
M
C N
I E
R N
E Y
T
S
T U
R M
M
R
O T
H E
R
L O
W E
R
P
A R
K I N
G
L
A
D I N
G
A
A
I N
A G
E
P
L A
N
CG101
P I T
T S
B R
U G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E N
T
LEGEND
1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE
SHEET G-003.
2. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM
INFORMATION, SEE SHEET V-101.
3. REFER TO THE EROSION AND SEDIMENT CONTROL PLANS, X-101, FOR THE
LIMITS OF EROSION AND SEDIMENT CONTROL BMP PLACEMENT.
4. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES.
5. REFER TO SHEET CS101 FOR LOWER PARKING LOT PAVING PLAN.
6. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM
THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING
OFFICER OR THEIR REPRESENTATIVE'S APPROVAL BEFORE
IMPLEMENTATION.
GENERAL NOTES
1. FOR DETAILS REGARDING GRAVEL PAVING, SEE SHEET C-501.
2. FOR DETAILS REGARDING THE ADA PARKING AREA, SEE SHEET C-501.
SITE GRADING NOTES
A1
EXISTING MAJOR CONTOUR (5' INTERVALS)
EXISTING MINOR CONTOUR (1' INTERVALS)
RIGHT-OF-WAY LINE
CONTRACTOR WORK LIMITS
PROPOSED MAJOR CONTOUR (5' INTERVALS)
PROPOSED MINOR CONTOUR (1' INTERVALS)
PROPERTY LINE(S)
PROPOSED EDGE OF PAVEMENT
2.25%
.2
PROPOSED
HIGH POINT
(GRADE TO
DRAIN AROUND
STAIR ENTRANCE)
PROPOSED
RIPRAP APRON
S
D
PROPOSED
CULVERT 3
PROPOSED
CULVERT 2
PROPOSED
CULVERT 1
PROPOSED
CHANNEL 5 START
PROPOSED
INLET 3A
EXISTING CHANNEL 4
TO BE RESTORED
(SEE SITE GRADING NOTE 6)
PROPOSED
CHANNEL 5 END
PROPOSED
CHANNEL 1 START
PROPOSED
CHANNEL 1 END
PROPOSED
CHANNEL 2 START
PROPOSED
CHANNEL 3 START
INV OUT: 1467.59
TO
MIDDLE
PARKING
LOT AREA
M10/M16
C-501
H16
X-502
H16
X-502
H16
X-502
H16
X-502
H16
X-502
A16
X-502
M10/M16
C-501
A2/M16
C-501
J11/M16
C-501
C
M
P
ENDWALL
ABOVE GROUND
CONC VAULT
S T
A I R
S
S T
A I R
S
CONC PAD
WV
WV
6" PVC
RISER
C O
N C
P A
D
GUIDE RAIL
S T
A I R
S
S T
A I R
S
CONC PAD
LIFE RING
STUMP
CONC PAD
C O
N C
P A
D
C O
N C
P
AD
S T
A I R
S
BLDG
BLDG
G U
ID
E
R A
IL
S T
A I R
S
C O
N C
P
AD
W
IT
H D
RAIN
WV
O
D
N
C
E
W A
TE
R
LIN
E
(T Y
P
"NO PARKING"
SIGN
S
A
N
I
T
A
W
Y
P
SANITARY SEWER
MANHOLE (TYP.)
H16
X-502
PROPOSED
CHANNEL 2 END
H16
X-502
PROPOSED
CHANNEL 3 END
H16
X-502
CULVERT (TYP.)
PORTION OF
EXISTING PAVEMENT
TO REMAIN
FROM
MIDDLE
PARKING
LOT AREA
EXISTING INLET 1
(SEE SITE
GRADING NOTE 5)
PROPOSED
GRASS AREA
SSS
C
O
C
O
S
S
S
S A
N
S A
N
S A
N
S A
N
S
A
N
S
A
N
S
A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
D
2.25%
.0
EXISTING PIPE
TO BE GROUTED AND
ABANDONED IN PLACE
EXISTING PIPE
AND INLET TO BE
GROUTED AND
ABANDONED IN PLACE
EXISTING PIPE
AND INLET TO BE
GROUTED AND
ABANDONED IN PLACE
LOW SPOT,
SLOPE TO DRAIN
O
D
N
C
E
6" PVC
RISER
CONC PAD
INV EL: 1462.97
CONC PAD
WITH DRAIN
WV
INV EL: 1458.18
C
M P
C
M
P
O
D
N
C
E
BLDG
W
O
O
D
N
C
E
BLDG
BLDG
STUMP
C
M P
INV BURIED
INV BURIED
INV EL: 1451.39
W A
TE
R
LIN
E
(T Y
P
O V
E R
H E
A D
P O
W E
R L
IN
E
S (T
Y P
CULVERT (TYP.)
PROPOSED
GRASS AREA
PROPOSED
GRASS AREA
PROPOSED
GRASS AREA
UPPER PARKING
LOT ALIGNMENT
A1
CS201
PROPOSED
GRASS AREA
J16
C-501
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S D
S D
S
D
S D
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
CONTRACTOR
WORK LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
F Y
G H
R
E P
A I R
S
T
O
S
O M
E R
F I E
E
A
P
R O
J E
C T
W I S
E C
I V
E
N G
I N
E E
R I N
G D
E S
I G
N S
S
H E
E T
S
A
C
C
G
D
W G
A
M
A
E C
B
W
S
T B
H
E C
N S
E S
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SCALE: 1"=30'
PLAN
NORTH
GRADING AND DRAINAGE PLAN - UPPER PARKING LOT
30' 60'0
M
C
A S
T L
E
K
M
C N
I E
R N
E Y
T
S
T U
R M
M
R
O T
H E
R
U P
P E
R
P
A R
K I N
G
L
A
D I N
G
A
A
I N
A G
E
P
L A
N
CG102
P I T
T S
B R
U G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E N
T
M
A
T
C
H
L
I
H
E
E
T
M
A
T
C
H
L
I
H
E
E
T
EXISTING MAJOR CONTOUR (5' INTERVALS)
EXISTING MINOR CONTOUR (1' INTERVALS)
RIGHT-OF-WAY LINE
LEGEND
CONTRACTOR WORK LIMITS
PROPOSED MAJOR CONTOUR (5' INTERVALS)
PROPOSED MINOR CONTOUR (1' INTERVALS)
1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE
SHEET G-003.
2. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM
INFORMATION, SEE SHEET V-101.
3. REFER TO THE EROSION AND SEDIMENT CONTROL PLANS, X-102, FOR THE
LIMITS OF EROSION AND SEDIMENT CONTROL BMP PLACEMENT.
4. ALL GRAYED BACK TEXT CALLOUTS REFER TO EXISTING FEATURES.
5. REFER TO SHEET CS102 FOR UPPER PARKING LOT PLAN.
6. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM
THOSE PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING
OFFICER OR THEIR REPRESENTATIVE'S APPROVAL BEFORE
IMPLEMENTATION.
GENERAL NOTES
1. FOR SITE PROFILE, SEE SHEET CS201.
2. EXISTING CHANNEL 4 TO BE RETURNED TO AS-BUILT GEOMETRY BY CLEANING DEBRIS
FROM CHANNEL SEE REFERENCE SHEET 037A-UI-12.7, "ROCK PAVED GUTTER" DETAIL
FOR ORIGINAL GEOMETRY. EXISTING ROCK LINING OF THIS CHANNEL SHALL NOT BE
DISTURBED DURING DEBRIS REMOVAL.
3. PROPOSED CULVERT 1 IS TO BE CONSTRUCTED UNDER THE EXISTING STAIR LANDING
PAD. REPLACEMENT OF THE STAIR LANDING SHALL BE INCIDENTAL TO THE CULVERT
INSTALLATION.
4. PROPOSED CULVERT 2 IS TO BE CONSTRUCTED UNDER THE EXISTING GRAVEL
DRIVEWAY. REPLACEMENT OF THE GRAVEL DRIVEWAY SHALL BE INCIDENTAL TO THE
CULVERT INSTALLATION.
5. EXISTING STRUCTURE (INLET 1) SHALL BE REPAIRED TO DIRECT FLOW FROM 3-CHANNELS
(4, 5 AND EXISTING HILLSIDE) INTO THE CATCH BASIN.
6. EXISTING CHANNEL 4 TO BE RESTORED TO ORIGINAL CONDITIONS. SEE ROCK PAVED
GUTTER DETAIL, REFERENCE SHEET 037a-UI-12/7, FOR ORIGINAL CHANNEL GEOMETRY.
SITE GRADING NOTES
PROPERTY LINE(S)
PROPOSED CHANNEL CENTERLINE
SD PROPOSED CULVERT PIPE
PROPOSED INLET
PROPOSED EDGE OF PAVEMENT
CONCRETE PAD/SIDEWALK
SCALE: NTS
3"
4'
6"x6" W1.4xW1.4 WELDED
WIRE FABRIC (WWF)
IN CENTER OF SLAB
4" CONCRETE
3500 P.S.I. MIN
4" 2A CRUSHED STONE SUBBASE
COMPACTED SUBGRADE OR UNDISTURBED EARTH
NOTES:
1. CONTROL JOINTS 4 FT MIN TO 10 FT MAX.
EXPANSION JOINTS 10 FT MIN TO 20 FT MAX.
MATCH EXISTING IF APPLICABLE.
2. ALL SIDEWALKS TO HAVE A 2% CROSS SLOPE.
R7-8
12" x 18"
PARKING
RESERVED RESERVED
VAN
ACCESSIBLE
PARKING
SIGNAGE
NOTE:
RESERVED PARKING SIGNS SHALL BE
INSTALLED PER THE SPECIFICATIONS
FOUND IN THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES. SIGN
TYPE USED SHALL BE R7-8 12"x18" AS
SHOWN. THE SIGN SHALL BE ABOVE
GRADE WITH THE BOTTOM OF THE
SIGN A MINIMUM OF 5'-0" ABOVE
GRADE(*). THE HANDICAP PARKING
SPACES SHALL BE FURTHER
IDENTIFIED BY HAVING AT LEAST THE
PERIMETERS OF THE SPACES
PAINTED BLUE.
*WHEN THE SIGN IS LOCATED
ADJACENT TO AND PERPENDICULAR
TO SIDEWALK THE BOTTOM OF THE
SIGN SHALL BE A MINIMUM OF 7'-0"
ABOVE GRADE.
ADA PARKING
FACILITIES SIGN
SCALE: NTS
M
I N
CULVERT 3 - TRENCH BACKFILL
SCALE: NTS
FINISHED GRADE
TOPSOIL
SUBGRADE
CLASS 2 MATERIAL
12" HDPE
STORM SEWER PIPE
NO. 57 COARSE
AGGREGATE
M I N
M I N
8"
MIN
CLASSIFICATION OF MATERIALS
CLASS 2 - THIS MATERIAL SHALL CONSIST OF EXCAVATED MATERIAL FREE FROM CINDERS,
ASHES, REFUSE, VEGETABLE OR ORGANIC MATERIAL, BOULDERS, ROCKS NO LARGER
THAN THREE (3) INCHES IN DIMENSION, STONE OR OTHER MATERIAL WHICH IN THE
OPINION OF THE ENGINEER IS UNSUITABLE.
CULVERT 1 AND CULVERT 2 - CHANNEL BACKFILL
SCALE: NTS
MATCH TOP ELEVATION TO
EXISTING FEATURES
4" CONC SLAB FOR
FULL LENGTH OF PIPE
12" HDPE STORM SEWER PIPE
NO. 57 COARSE
AGGREGATE
M I N
NOTE:
CONTRACTOR MAY FIELD FIT CULVERT AGGREGATE TO FIT CHANNEL WIDTH(S), WITH
APPROVAL FROM CONTRACTING OFFICER OR DESIGNATED REPRESENTATIVE AND TOP OF
CONCRETE SLAB MATCHES THE EXISTING PAVEMENT FEATURES.
M I N
3"
MIN
CHANNEL BOTTOM WIDTH
NOTES:
1. GALVANIZE ALL MATERIAL AFTER FABRICATION IN
ACCORDANCE WITH ASTM-A53, ASTM-B633, ASTM-A392.
2. GATES ARE TO SWING CLEAR, MAINTAINING 4" OF CLEARANCE
FROM FINISHED GRADE.
3. GATE SHALL BE PROVIDED WITH BREAK AWAY BOLT. GATE
SHALL OPEN WHEN RAMMED BY EMERGENCY VEHICLE.
SEE PLAN FOR WIDTH
EQUAL LENGTHS
6"
HINGE
1 1/2" STD. PIPE 1.9
O.D. (WELDED)
TYPICAL
DRIVE
REFLECTOR (TYP)
1/4" CAP PLATE
SEAL WELD TO PIPE
4" SCH 80 PIPE
CONC FILLED
24" Ø 3500 PSI CONC.
PIER (TYP)
9" X 9" X 1/4" PLATE WELD
FINISHED
GRADE
6"
M
I N
12"
DOUBLE ACCESS GATE
DROP ROD FOUNDATION
(REFER TO DETAIL)
DROP ROD
(SEE NOTE 3)
SCALE: NTS
NOTES:
1. GALVANIZE ALL MATERIAL AFTER FABRICATION IN
ACCORDANCE WITH ASTM-A53, ASTM-B633, ASTM-A392.
2. GATES ARE TO SWING CLEAR, MAINTAINING 4" OF CLEARANCE
FROM FINISHED GRADE.
3. GATE SHALL BE PROVIDED WITH BREAK AWAY BOLT. GATE
SHALL OPEN WHEN RAMMED BY EMERGENCY VEHICLE.
SEE PLAN FOR WIDTH
HINGE
1 1/2" STD. PIPE 1.9
O.D. (WELDED)
TYPICAL
DRIVE
REFLECTOR (TYP)
1/4" CAP PLATE
SEAL WELD TO PIPE
4" SCH 80 PIPE
CONC FILLED
24" Ø 3500 PSI CONC. PIER (TYP)
9" X 9" X 1/4" PLATE WELD
FINISHED
GRADE
6"
M
I N
12"
SINGLE ACCESS GATE
GATE LATCH
(SEE NOTE 3)
SCALE: NTS
AGGREGATE PAVEMENT SECTION
SCALE: NTS
6" AGGREGATE STONE,
PENNDOT 2A
6" AGGREGATE BASE COURSE,
AASHTO #1
COMPACTED SUBGRADE
EXISTING
GRADE
DROP ROD FOUNDATION DETAIL
PLAN VIEW
1/2" DIA DROP ROD
(INDUSTRY STANDARD)
PRECAST CONCRETE
FINISHED
GRADE
1" ID
STEEL
PIPE
6"
#57 GRAVEL
A
SECTION A
A
F15
A1
CG102
X-102
F11
A1
CG102
X-102
F7
A1
CS101
H6
K1
C-501
K1
C-501
A11
A1
CS102
A16
A1
CS101
A2
A11
A16
C-501
M6
A7
C-501
A2
C-501
SCALE: NTS
ON-CENTER
STRIPING TO
BE 2'-6"
VAN
ACCESSIBLE ACCESSIBLE
VAN
ACCESSIBLE PARKING AND VAN
ACCESSIBLE SIGN (TYP.)
9'-0" (MIN.) ACCESS AISLE
8'-0" (MIN.)
PAINTED TEXT
(PER ADA STANDARDS)
NOTES:
1. ALL STRIPING FOR ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL MEET
THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT.
2. ALL STRIPING FOR STANDARD PARKING SPACES TO BE 4" WIDE PAINTED STRIPES.
3. ALL PARKING STALLS AND CROSSHATCH PAINT STRIPING SHALL BE COLOR BLUE.
9'-0" (MIN.)
CONCRETE WHEEL STOP AS SHOWN
ON LAYOUT PLAN. (SEE DETAIL, THIS
SHEET)
ADA PARKING PAINT
MARKING DETAIL
SCALE: NTS
K11
K1
C-501
1/2" DIA DROP
ROD (INDUSTRY
STANDARD)
DROP ROD ASSEMBLY
A7
A11
A16
C-501
SCALE: NTS
CONCRETE
FOUNDATION
1/2" EXPANSION JOINT
6" Ø STEEL PIPE
PIPE COMPLETELY FILLED WITH
CONCRETE (CONVEX AT TOP TO
SHED WATER)
M I N
6"
STEEL BOLLARD DETAIL
NOT TO SCALE
J16
A1
CS101
CS102
WHEEL STOP SHALL BE PLACED 2' FROM END OF PARKING SPACE & CENTERED
CONCRETE WHEEL STOP DETAIL
NOT TO SCALE
OPENING FOR STEEL PINS; STEEL PINS
SHALL BE #5 RE-BAR 12" LONG DRIVEN
INTO BITUMINOUS PAVEMENT FLUSH
TO TOP OF CONCRETE
14" 15" 14" 15" 14"
6'
2.5"
8"
1"
2-#5 BARS
H2
K1
C-501
1.00%
1.0 0%
1450.49
1450.23
1450.46
1450.49
1450.72
1450.78
PROPOSED
PARKING PAD
(CONCRETE)
23'
6'
W
ALKW
AY
M6
C-501
B L D
G
H2
C-501
H6
C-501
CONCRETE
WHEEL STOP
ADA PARKING
SIGN
PROPOSED
PARKING
K11
C-501
DRAINAGE PIPE TABLE
PIPE NO.
CULVERT 1
CULVERT 2
CULVERT 3
TYPE
12" HDPE
12" HDPE
12" HDPE
LENGTH
(FT.)
8'
16'
65'
ELEVATION U.S.
1472.05
1471.48
1469.11
ELEVATION D.S.
1471.97
1471.32
1467.59
SLOPE
(FT/FT)
1.00%
1.04%
2.33%
DRAINAGE STRUCTURE TABLE
STR. NO.
INLET 3A
TYPE
PENNDOT TYPE M INLET
RIM
ELEVATION
1470.99
ELEVATION
(OUTFALL)
1469.11
NORTHING
158540.50
EASTING
1506531.50
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
M
C
A S
T L
E
K
M
C N
I E
R N
E Y
T
S
T U
R M
M
R
O T
H E
R
S H
E E
D E
T A
I L
S
C-501
F Y
G H
R
E P
A I R
S
T
O
S
O M
E R
F I E
E
A
P
R O
J E
C T
W I S
E C
I V
E
N G
I N
E E
R I N
G D
E S
I G
N S
S
H E
E T
S
A
C
C
D
W G
A
M
A
E C
B
W
S
T B
H
E C
N K
R M
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P I T
T S
B U
R G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E N
T
SCALE: 1"=10'
PLAN
NORTH
DETAIL VIEW - ADA PARKING PAD
10' 20'0
K1
A1
CS101
CG101
STORM DRAINAGE TABLES
NOT TO SCALE
M16
A1
CG101
CG102
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
USE L = 115 (4 1/2") FOR ALL RUBBING RAIL TO GUIDE RAIL POST CONNECTIONS
AND USE L = 255 (10") FOR ALL W-BEAM RAIL ELEMENT TO GUIDE
RAIL POST AND ROUTED OFFSET BRACKET CONNECTIONS.
FOR FOUR (4) PANEL NESTED RAIL ELEMENT USE
2 1/8" SPLICE BOLT.
5"
5"
1 1/4" (TYP.)
L
C
4"
OPTIONAL HOLE
FOR RUB RAIL
NOTE: ALL HOLES
ARE 3/4" DIA
UNLESS OTHERWISE
NOTED
ROUTED
OFFSET
BRACKET
STEEL
POST
2 OPTIONAL HOLES
IN OPPOSITE FLANGE
FOR MEDIAN BARRIER
APPLICATIONS
2'
MIN.
1 1/4"
TYP.
POST
SIDE VIEW
(WITH WOOD OR
PLASTIC BRACKET)
SECTION A
4130 (13'-6 1/2")
3810 (12'-6")
ADJOINING
RAIL
ELEMENT
320 (12 1/2") LAP
108 108
52 24 x 30 (2 9/32" x 1 1/8")
SLOTTED HOLES FOR
SPLICE BOLTS (TYP)
19 x 65 (3/4" x 2 1/2")
SLOTTED HOLES FOR
POST BOLTS (TYP)
108 108
1905 (6'-3") FOR 2-S (TYP)
952.5 (3'-1 1/2") FOR 2-SC (TYP)
476.25 (1'-6 3/4") FOR 2-SCC (TYP)
12 1/4"
6 1/8"
L
C (SYMM)
3 1/4" 2 5/16"9/16"
GALV STEEL,
2.77 (12 GA)
THICK
24 (15/16") R
3/8" R
1 1/16"
SECTION B
5/16"
L
7/32"
5/8" x 24 5/16"
OVAL SHOULDER
1-1/4"
9/16"
RECESS 1/16"
DEEP x 1" DIA
RECESSED OR
CHAMFERED
5/16"
5/8" x 5/16"
OVAL SHOULDER
7/32"
1-5/16"
8"
6"
3/4"
6"
PLAN
3"
1 1/4"
3/4")
DIA HOLE
SIDE FRONT
2'-0" MIN
4 1/4"
4 1/4"
2"2"
6" R (MIN)
3" MIN
1/8"
M
I N
M
I N
3/4" x 2 1/2"
SLOTTED HOLE
FOR POST BOLTS
29/32" x 1 1/8"
SLOTTED HOLES
FOR SPLICE BOLTS
NUT
POST BOLT
SPLICE BOLT
SCALE: NTS
W6 X 8.5 OR 9.0 POST DETAILS
SCALE: NTS
W-BEAM RAIL ELEMENT
SCALE: NTS
CONNECTOR/FASTENERS
SCALE: NTS
GUIDE RAIL - TERMINAL END
SCALE: NTS
ROUTED OFFSET BRACKET
SCALE: NTS
GUIDERAIL DETAILS
A12
A1
CS101
CS102
B
A
F2
A1
CG102
X-102
SCALE: NTS
PENNDOT TYPE M INLET
TYPE M FRAME
(CAST IRON SHOWN)
GRATE (STRUCTURAL
STEEL SHOWN)
INLET BOX
INLET BOX
CONCRETE TOP UNIT - TYPE M INLET BOX WITH TYPE M FRAME
GRADE ADJUSTMENT
RING, SEE NOTE 4.
GRADE ADJUSTMENT
RING, SEE NOTE 4.
TYPE M
CONCRETE
TOP UNIT
SPACER BARS
(SEE GRATE
SPACER DETAIL)
SECTION A-A
SECTION B-B
STRUCTURAL STEEL GRATE
A A
B
B
BEARING BAR
PERIMETER BAR
BEARING BAR
SEE DETAIL C
AND NOTE 6
1 5/8" CLR.
(TYP. EXCEPT
AT ENDS)
3/4"
(TYP.)
3/4"x2 1/2"
PERIMETER BAR,
4 REQ'D.
47 3/4"
3/4"
(TYP.)
22 BEARING BARS AT
2" C TO C TYP.
3/8"x3 1/2"x25" BAR
(SEE SECTION B-B)
3/8"x1 1/2"x1 5/8"
SPACER BAR TYP. EXCEPT AT ENDS
SEE GRATE SPACER DETAIL
3/4"
PERIMETER BAR
3/4"
PERIMETER BAR
2 1/2"
47 3/4"
3 1/2"
2 1/2"
3/4"
PERIMETER BAR
3/4"
PERIMETER BAR
11/2" 11/2"
1"1"
20"
25"
26 1/2"
1 15/16" CLR.
(AT ENDS)
SEE TYPICAL
CORNER DETAILS
6"
MIN. TYP.
3'-9 1/4"
PIPE OPENING (OUTSIDE DIAMETER)
INSIDE FACE = 25"| MAX.
OUTSIDE FACE = 26"| MAX.
PIPE OPENING (OUTSIDE DIAMETER)
INSIDE FACE = 46 1/4"| MAX.
OUTSIDE FACE = 47 1/4"| MAX.
STANDARD
BOX
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
M
C
A S
T L
E
K
M
C N
I E
R N
E Y
T
S
T U
R M
M
R
O T
H E
R
S H
E E
D E
T A
I L
S
C-502
F Y
G H
R
E P
A I R
S
T
O
S
O M
E R
F I E
E
A
P
R O
J E
C T
W I S
E C
I V
E
N G
I N
E E
R I N
G D
E S
I G
N S
S
H E
E T
S
A
C
C
D
W G
A
M
A
E C
B
W
S
T B
H
E C
N K
R M
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P I T
T S
B R
U G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E N
T
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text L
AutoCAD SHX Text
GRASSY ROAD BED
W
O
O
D
N
C
E
S
T
A
G
H
T
O
F
W
A
Y
A
P
P
R
O
X
I
M
A
C
A
T
I
O
N
PROPOSED
PARKING PAD
(CONCRETE)
C
F
S
C
F
S
C
F
S
C
F
S
ROCK CONSTRUCTION
ENTRANCE
TO
MIDDLE
PARKING
LOT AREA
FROM
MIDDLE
PARKING
LOT AREA
K1
C-501
H16
X-501
18" COMPOST FILTER
SOCK (TYP)
A16
X-501
CFS-01
CFS-02
CFS-03
CFS-04
CFS-05
CFS-06
PROPOSED
PAVEMENT
SAW CUT
Y O
U G
H I O
G H
E N
Y
R I V
K E
S.R. 0040
(NATIONAL PIKE)
GUIDE RAIL
I BEAMS
(TYP)
I
B
E
A
M
S
T
Y
P
G
A
T
E
SIGN
G
U
I
I L
SIGN
BLDG
BLDG
UTILITY
POLE
G
U
I
I L
SIGN
G
U
I
I
L
LIGHT
POLE
SIGN
SIGN
G
U
I
I
L
SIGN
J E
R S
E Y
B A
R R
I E
R S
LIGHT
POLE
B L D
G
G
U
I
I L
RIPRAP
G
U
I
I L
G
U
I
I
L
EROSION
CONTROL
BLANKET
EROSION
CONTROL
BLANKET
EROSION
CONTROL
BLANKET
H10
X-502
LIMITS OF
EARTH DISTURBANCE
(LOWER LOT)
H10
X-502
S
T A
G
H
T O
F W
A
Y
A
P
P
R
O
X
I M
A
C
A
T I O
N
O N
E
W
A Y
T R
A F
F I C
O N
E
W
A Y
T R
A F
F I C
L
A
A
D
T
R
M
A
T
X
I
S
T
I
A
D
E
CONTRACTOR
WORK LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
F Y
G H
R
E P
A I R
S
T
O
S
O M
E R
F I E
E
A
P
R O
J E
C T
W I S
E C
I V
E
N G
I N
E E
R I N
G D
E S
I G
N S
S
H E
E T
S
A
C
C
G
D
W G
A
M
A
E C
B
W
S
T B
H
E C
N S
E S
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
SCALE: 1"=30'
PLAN
NORTH
EROSION AND SEDIMENTATION CONTROL PLAN - LOWER PARKING LOT
30' 60'0
P I T
T S
B R
U G
H
D
I S
T R
I C
T
B
E R
E
N U
E
P I T
T S
B U
R G
H
P
A
A P
R
A N
S I
D
W
W N
B
M O
N O
N G
A H
E L
A
R
I V
S
I N
Y O
U G
H I O
G H
E N
Y
R
I V
K
E
R E
P A
I R
S
T
O
S
O M
E R
F I E
R
C
R E
A T
I O
N
A
R E
A
C E
R T
I F
I E
D
F
I N
A L
D
O C
U M
E N
T
M
C
A S
T L
E
K
M
C N
I E
R N
E Y
T
S
T U
R M
M
R
O T
H E
R
L O
W E
R
P
A R
K I N
G
L
O
S I O
N
A
N D
S E
D I M
E N
T A
T I O
N
C
O N
T R
A
N
X-101
EXISTING MAJOR CONTOUR (5' INTERVALS)
EXISTING MINOR CONTOUR (1' INTERVALS)
RIGHT-OF-WAY LINE
LEGEND
CONTRACTOR WORK LIMITS
PROPOSED MAJOR CONTOUR (5' INTERVALS)
PROPOSED MINOR CONTOUR (1' INTERVALS)
1. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, SEE
SHE…
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