Dwg C001-111.pdf
PDF 4 MB Posted
- Attached to
- Lower Road Repair Federal contract opportunity
- Solicitation number
- 12305B21R0014
About this file
This is a solicitation for Lower Road Repairs at the Eastern Region Research Center in Wyndmoor, Pennsylvania. The United States Department of Agriculture Agricultural Research Service is seeking proposals for repairs including bituminous paving, milling, and striping. The total small business set-aside contract will be firm-fixed price with a period of performance of 180 days. The estimated value is between $250,000 to $500,000. Interested vendors must register to attend the mandatory site visit on May 10 or 11, 2021 and submit any questions by May 14, 2021. Proposals are due by June 4, 2021 and the contract will be awarded by July 16, 2021. The successful bidder must furnish payment and performance bonds for awards over $150,000. The solicitation requires the use of biobased products.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 0002 - Q and A.pdf | ||
| Pre-Bid Site Visit Requirements v1.pdf | ||
| Visitor Contractor Wellness Check - Lwr Rd Rpr.docx | DOCX document | |
| Amendment 0001 - Site Visit Wellness.pdf | ||
| Wage Decision PA20210004 15JAN21.pdf | ||
| Specs - 2020.12.16_USDA Lower Road Repairs_SPECS_Final Turnover.pdf | ||
| Sol_12305B21R0014 Lower Road Repair ERRC.pdf | ||
| Dwg C701-702.pdf | ||
| Dwg G001-003.pdf | ||
| Dwg C703-705.pdf | ||
| Dwg C112-511.pdf |
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Text version
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0001
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51 www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
LOWER ROAD REPAIRS
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
C-001
CIVIL LEGEND
AND GENERAL
NOTES
K. MOSER
W. HARCHER
S. BILLAH
S. KRAUS
A 11/11/20 90% SUBMISSION SK
B 12/16/20 FINAL TURNOVER SK
GENERAL CIVIL NOTES
1. BOUNDARY, EXISTING TOPOGRAPHY AND OTHER SURFACE INFORMATION
TAKEN FROM A FIELD SURVEY PERFORMED BY CEDERVILLE ENGINEERING
GROUP, LLC. IN NOVEMBER 2018.
2. GROUND SURVEY CONTROL WAS PERFORMED BY CEDERVILLE
ENGINEERING GROUP, LLC; ELEVATIONS SHOWN ARE EXPRESSED IN US
SURVEY FEET AND ARE BASED ON NAVD 88 AND HORIZONTAL LOCATIONS
ARE BASED ON PENNSYLVANIA NAD83, SOUTH ZONE (US SURVEY FEET).
a. BENCHMARK: BM#1 (REBAR)
b. ELEVATION: 358.94
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING NEW
HORIZONTAL AND VERTICAL CONTROL BENCH MARK POINTS PRIOR TO ANY
SITE DEMOLITION
4. PLAN INFORMATION TAKEN FROM THE EXISTING DEEDS AND PLANS OF
RECORD WITHOUT THE BENEFIT OF A TITLE REPORT.
5. WETLAND DETERMINATION CONDUCTED BY A QUALIFIED WETLAND
SCIENTIST FROM CEDERVILLE ENGINEER GROUP, LLC; ON OCTOBER 25,
2018. NO WETLANDS WERE OBSERVED.
a. INVESTIGATION AREA = 663,019 SF ± (15.22 AC ±)
b. REGULATORY WATERS AREA = 17,981 SF ± (0.41 AC ±)
6. SUBJECT PROPERTY IS NOT LOCATED IN THE 100-YEAR FLOOD PLAIN AS
SHOWN ON THE FLOOD INSURANCE RATE MAPS OF MONTGOMERY
COUNTY, PENNSYLVANIA, PANELS 379 & 383 OF 451, MAP #'S 42091C0379G &
42091C0383G, EFFECTIVE DATE MARCH 2, 2016.
7. LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN
DEVELOPED FROM EXISTING UTILITY RECORDS AND/OR ABOVE GROUND
EXAMINATION OF THE SITE. COMPLETENESS OR ACCURACY OF LOCATION,
SIZE AND DEPTH OF UNDERGROUND UTILITIES OR STRUCTURES CANNOT
BE GUARANTEED. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN
WORKING ADJACENT TO EXISTING UTILITIES SUCH AS POWER,
COMMUNICATIONS, WATER OR GAS LINES TO PREVENT DAMAGE TO THESE
LINES. IF TEST PITS ARE REQUIRED TO LOCATE EXISTING UTILITIES THEY
SHALL BE PERFORMED BY HAND DIGGING. THE CONTRACTOR SHALL
COMPLY WITH THE PROVISIONS OF THE PENNSYLVANIA UNDERGROUND
UTILITY PROTECTION LAW (PA ACT 287 OF 1974, AS AMENDED BY ACT 121
OF 2008 73P.S. § 176 ET. SEQ.). THE CONTRACTOR SHALL NOTIFY THE
PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776 NO LESS THAN THREE
(3) NOR MORE THAN TEN (10) WORKING DAYS PRIOR TO THE START OF
EXCAVATION OR DEMOLITION WORK.
8. THE CONTRACTOR SHALL COORDINATE ALL PROPOSED UTILITY
DEMOLITION / ALTERATIONS WITH THE USDA PRIOR TO THE START OF
WORK. ANY PROPOSED INTERRUPTIONS TO UTILITY SERVICES SHALL BE
SCHEDULED WITH THE USDA A MINIMUM OF TEN WORKING DAYS PRIOR TO
SCHEDULED UTILITY INTERRUPTION.
9. UNLESS NOTED OTHERWISE, ALL EXISTING UTILITIES SHALL REMAIN
ACTIVE AT ALL TIMES. TEMPORARY BYPASS SYSTEMS SHALL BE PROVIDED
BY THE CONTRACTOR AS REQUIRED TO MAINTAIN UTILITIES ACTIVE
DURING CONSTRUCTION. ALL NEW UTILITY SYSTEMS SHALL BE
OPERATIONAL PRIOR TO THE REMOVAL OR ABANDONMENT OF ANY
EXISTING SYSTEMS.
10. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES
SUCH AS BUT NOT LIMITED TO MANHOLE COVERS, VALVE COVERS, UTILITY
POLES, GUY WIRES AND HYDRANTS THAT ARE TO REMAIN IN PLACE AND
UNDISTURBED DURING CONSTRUCTION.
11. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL ADJUST ALL
EXISTING UTILITY STRUCTURES AND COVERS, SUCH AS BUT NOT LIMITED
TO MANHOLES, CLEANOUTS, AND VALVES THAT ARE TO REMAIN, TO THE
FINISH GRADE ELEVATIONS AS REQUIRED.
12. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN
THE FIELD BEFORE STARTING WORK. ANY DISCREPANCY SHALL BE CALLED
TO THE ATTENTION OF STV AND THE CONTRACTING OFFICER FOR A
RESOLUTION BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
SHALL VERIFY ALL ELEVATIONS WITH THE VERTICAL CONTROL BENCH
MARK(S).
13. UNDIMENSIONED AREAS SHALL NOT BE SCALED.
14. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES
NOT SCHEDULED TO BE REMOVED AS INDICATED ON THE SITE DEMOLITION
PLAN, SHEETS C-102, C-103, AND C-104.
15. THE CONTRACTOR SHALL PRESERVE ALL NATURAL FEATURES. AS LITTLE
VEGETATIVE COVER SHALL BE REMOVED AS REQUIRED TO ACHIEVE THE
INSTALLATION OF THE PROPOSED WORK AND ASSOCIATED SITE
IMPROVEMENTS.
16. ALL TEMPORARY AND FINISH GRADING IS TO BE DONE SO AS TO ENSURE
POSITIVE DRAINAGE AWAY FROM BUILDINGS AND TOWARD THE
APPROPRIATE INLET OR DRAINAGE FACILITY.
17. THE CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN INLETS, CATCH
BASINS, SWALES, ETC. WITHIN AND NEAR THE PROJECT AREA ARE KEPT
FREE FROM MATERIALS THAT MAY HAMPER THE PERFORMANCE OF THE
DRAINAGE SYSTEM. UPON COMPLETION OF THE PROJECT, THE
CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT, DEBRIS,
EQUIPMENT AND DISPOSE OF ALL UNSUITABLE OR EXCESS MATERIALS
FROM THE USDA PROPERTY IN ACCORDANCE WITH ALL LOCAL, STATE AND
FEDERAL REGULATIONS.
18. PERMANENT STORMWATER MANAGEMENT FACILITIES SHALL REMAIN A
PERMANENT PART OF THE TOPOGRAPHY.
19. ALL PROPOSED DRAINAGE INLETS SHALL HAVE HS-20 TRAFFIC-RATED
BICYCLE-SAFE GRATES.
20. SPOT ELEVATIONS INDICATE FINISH SURFACE ELEVATION UNLESS
OTHERWISE NOTED ON THE PLAN. ALL GRADES SHALL BE SMOOTH AND
CONTINUOUS.
21. ANY DAMAGE TO OFF-SITE RIGHT OF WAY, PUBLIC ROADS OR ADJACENT
PROPERTIES SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S
EXPENSE.
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL
EXISTING AND NEW WORK FROM DAMAGE. ANY DAMAGE CAUSED BY
CONSTRUCTION ACTIVITIES SHALL BE REPAIRED IMMEDIATELY AT THE
CONTRACTOR'S EXPENSE.
23. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRIERS, FENCES OR
OTHER MEASURES TO KEEP VEHICULAR AND PEDESTRIAN TRAFFIC AWAY
FROM THE CONSTRUCTION AREA.
24. THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL MEASURES,
FOR ALL DISTURBED AREAS, AS WARRANTED, TO MINIMIZE THE
TRANSPORT OF SOIL BY WIND AND TRAFFIC. THE CONTRACTOR SHALL
MINIMIZE THE AREA DISTURBED / SUBJECT TO WIND EROSION AND THE
TIME THAT THE AREA WILL BE EXPOSED TO WIND EROSION.
25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND
MAINTENANCE OF THE CONSTRUCTION SITE AT ALL TIMES. ALL
CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE ON A DAILY
BASIS, IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.
BURNING OF ANY DEBRIS WILL NOT BE PERMITTED.
26. ALL INGRESS AND EGRESS TO THE CONSTRUCTION SITE SHALL BE KEPT
ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. CONSTRUCTION
EQUIPMENT OR VEHICLES WILL NOT BE PERMITTED TO OBSTRUCT ANY
ROADWAYS AND / OR PASSAGEWAYS.
TECHNICAL TERMS
AC ACRE
AOS APPARENT OPENING SIZE
ARNG ARMY NATIONAL GUARD
AT/FP ANTI-TERRORISM/FORCE PROTECTION
B&B BALLED AND BURLAPED
BMP BEST MANAGEMENT PRACTICES
BOC BOTTOM OF CURB
BOW BOTTOM OF WALL
BP BEGINNING POINT
BSBL BUILDING SETBACK LINE
BUA BUILT UPON AREA
BVCE BEGINNING VERTICAL CURVE ELEVATION
BVCS BEGINNING VERTICAL CURVE STATION
CNJ CONTRACTION JOINT
CORP CORPORATION
CPP CORRUGATED PLASTIC PIPE
DB DESIGN-BUILD, DIRECT BURIED
DBH DIAMETER AT BREST HEIGHT
DC DEPRESSED CURB
DGA DENSE GRADED AGGREGATE
DOB DEPARTMENT OF BUILDINGS
DOD DEPARTMENT OF DEFENSE
E&SPC EROSION AND SEDIMENT POLLUTION CONTROL
EG EXISTING GRADE
ELL ELLIPTICAL
EMB EMBEDMENT
EOS EQUIVALENT OPENING SIZE
EP END POINT
EV EXCEPTIONAL VALUE
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY
FG FINISH GRADE
FOD FOREIGN OBJECT DEBRIS
FT HD FEET OF HEAD
GCL GEOSYNTHETIC CLAY LINER
HERCP HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE
HOP HIGHWAY OCCUPANCY PERMIT
HPT HIGH POINT
HPTE HIGH POINT ELEVATION
HPTS HIGH POINT STATION
HQ HIGH QUALITY
HSS HOLLOW STRUCTURAL SECTION
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
IJ ISOLATION JOINT
K K VALUE
LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN
LPTE LOW POINT ELEVATION
LPTS LOW POINT STATION
LSA LANDSCAPE AREA
LVC LENGTH OF VERTICAL CURVE
MCAS MARINE CORP AIR STATION
MEP MILITARY EQUIPMENT PARKING
MKT MOBILE KITCHEN TRAILER
MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
NPDES NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM
NSA NATIONAL STONE ASSOCIATION
PC POINT OF CURVATURE
PCSM POST CONSTRUCTION STORMWATER MANAGEMENT
PI POINT OF INTERSECTION
PMF PREMOLDED FILLER
POV PRIVATELY OWNED VEHICLE
PRC POINT OF REVERSE CURVE
PSBL PARKING SETBACK LINE
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVE
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
PVIE POINT OF VERTICAL INTERSECTION ELEVATION
PVIS PONT OF VERTICAL INTERSECTION STATION
RB RAIN BARREL
RG RAIN GARDEN
SB SEDIMENT BASIN
SLCPP SMOOTH LINED CORRUGATED PLASTIC PIPE
SPA SPACE, SPACES
SSD STOPPING SIGHT DISTANCE
ST SEDIMENT TRAP
SW STORMWATER
SWM STORMWATER MANAGEMENT
SWPPP STORMWATER POLLUTION PREVENTION PLAN
TB THRUST BLOCK
TOG TOP OF GRATE
TOS TOP OF SLOPE
USACE US ARMY CORPS OF ENGINEERS
USAR US ARMY RESERVE
UV ULTRA VIOLET
VCP VITRIFIED CLAY PIPE
WT WATER TIGHT
WQ WATER QUALITY
WSE WATER SURFACE ELEVATION
WWR WELDED WIRE REINFORCEMENT
CIVIL LEGEND
EXISTING EXISTING TO BE REMOVED NEW DESCRIPTION
BUILDING
BITUMINOUS PAVING OR WALKWAY
CONCRETE SIDEWALK, SLAB OR PAD
GRAVEL PAVING OR WALKWAY
CONCRETE CURB
BITUMINOUS CURB
CONCRETE WALL OR RETAINING WALL
CONTOUR ELEVATION (MAJOR)
CONTOUR ELEVATION (MINOR)
SPOT ELEVATION
SWALE OR CHANNEL CENTERLINE
EDGE OF WATER
TEST BORING
SIGN
PIPE BOLLARD
CHAIN LINK FENCE
GUIDE RAIL
TREE LINE
BRUSH LINE
DECIDUOUS TREE
EVERGREEN TREE
RAILROAD
STORM DRAIN LINE
STORM DRAIN MANHOLE
STORM DRAIN INLET
STORM DRAIN CLEAN OUT
ENDWALL OR HEADWALL
RIPRAP OUTLET PROTECTION
STORM DRAIN STRUCTURE NUMBER
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
SANITARY SEWER VENT
UTILITY POLE
GUY ANCHOR
UNDERGROUND ELECTRIC CONDUIT
OVERHEAD ELECTRIC LINE
ELECTRICAL MANHOLE OR VAULT
LIGHT POLE
UNDERGROUND TELEPHONE CONDUIT
TELEPHONE MANHOLE OR VAULT
WATER MAIN
WATER SHUT-OFF VALVE
POST INDICATOR VALVE
FIRE HYDRANT
WELL
GAS MAIN
GAS VALVE
STEAM MANHOLE OR VAULT
PROPERTY LINE
RIGHT-OF-WAY LINE
EASEMENT LINE
MONUMENT FOUND OR SET
BENCH MARK
SURVEY STATION
SANITARY SEWER STRUCTURE NUMBER
DOWNSPOUT
BITUMINOUS PAVING OVERLAY
BITUMINOUS PAVING MILL
CLEARING AND GRUBBING AREA
350.50350.50
CONCRETE PAVING
B-1
OR OR OR
OR OR OR
OR
OR OR OR
SD SD SD
DS
CO
DS
CO
DS
CO
SD
SS
SANSANSAN
COCO CO
VENTVENT VENT
P101
E
O/E
E
O/E
E
O/E
TT T
T TOR OR OR
OR OR OR
T T
E E E E E E
T T
WW W
WSOWV
W
PIV
FH
PIV
HYD
WV
W
PIV
FH
GG G
GASGV GV
UNKNOWN MANHOLE OR VAULT
S SOR S SOR ORS S
? ?OR ? ?OR
MON FND
BM
MON SET
LP LP
INFILTRATION TEST
TP-1
NOTE: NOT ALL TECHNICAL TERMS
INDICATED MAY APPEAR ON THESE
CONTRACT SHEETS
NOTE: NOT ALL SYMBOLS
INDICATED MAY APPEAR ON
THESE CONTRACT SHEETS
http://www.stvinc.com
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FLO
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CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
EDGE OF PAVEMENT
EDGE OF PAVEMENT
CONC. CURB
CONC. CURB
EDGE OF PAVEMENT
E D
G E
O F P
A V
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E N
T
C O
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CONC. CURB
C O
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. C U
R B
E D
G E
O F
P A
V E
M E
N T
MONTGOMERY COUNTY - SPRINGFIELD TOWNSHIP
CITY OF PHILADELPHIA
CONC CURB
EDGE OF PAVEMENT
CONC CURB
N/F
PHILIP F. & SUSAN A.
FERRINO
PARCEL ID: 52-00-09478-00-1
N/F
THOMAS F. & JANICE M.
FERRICK
PARCEL ID: 52-00-09475-00-4
N/F
GRAZIELLA A. & ANTONIO C.
DILAURO
PARCEL ID: 52-00-09469-00-1N/F
717 IVY HILL INC.
PARCEL ID: 52-00-09472-00-7
N/F
JOAN C. MANERO
PARCEL ID: 52-00-09473-00-6
N/F
PECO
PARCEL ID: 52-00-09463-00-7
N/F
ROSEMARY FORD TRUST
PARCEL ID: 52-00-11524-00-7
N/F
ROSEMARY FORD TRUST
PARCEL ID: 52-00-11521-25-3
N/F
THOMAS F. & JANICE M.
FERRICK
PARCEL ID: 52-00-09477-00-2
1-1/2" PIPE
FOUND
(HELD)
CONCRETE
MONUMENT
FOUND
26.2' WIDE
CARTWAY
26.6' WIDE
CARTWAY
18.75' WIDE
CARTWAY
23.5' WIDE
CARTWAY
32' WIDE
CARTWAY
27.1' WIDE
CARTWAY
24.3' WIDE
CARTWAY
32.3' WIDE
CARTWAY
125.00
LE
G
A L
R
IG
H T-
O F-
W A
Y
LE
G
A L
R
IG
H T-
O F-
W A
Y
41.50
41.50
LE
G
A L
R
IG
H T-
O F-
W A
Y
LE
G
A L
R
IG
H T-
O F-
W A
Y
36.50
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LE
G
A L R
IG
H
T-O F-W
A Y
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
N 35°59'33" E
N 74°35'30" E
384.66'
669.72' S 37°17'11" W
S 53°45'38" E
706.55'
220.90'N 35°37'12" E
N
4°
'4 9"
W
2.
N 35°59'59" E
193.17'
N 12°19'45" E
A = 936.11' R = 8,494.42'
CHD: = S34°17'11"W - 935.63'
ULTIMATE RIGHT-OF-WAY
ULTIMATE RIGHT-OF-WAY
ULTIMATE RIGHT-OF-WAY
ULTIMATE RIGHT-OF-WAY
ULTIMATE RIGHT-OF-WAY
ULTIMATE RIGHT-OF-WAY
50'
41.50
50'
.5
41.50 50'
50'
56.5056.50
33'
686.27'
535.70'
239.94' S
54°02'01" E
291.30' 394.97'
LE
G
A L
R
IG
H T-O
F-W A
Y
9.21'7.35'
232.59'
PARCEL ID:
52-00-05164-00-4
PARCEL ID:
52-00-05167-00-1
PARCEL ID:
52-00-05170-00-7
PARCEL ID:
52-00-05173-00-4
PARCEL ID:
52-00-05176-00-1
PARCEL ID:
52-00-05179-00-7
PARCEL ID:
52-00-00424-00-1
PARCEL ID:
52-00-11434-00-7
PARCEL ID:
52-00-05248-00-1
PARCEL ID:
52-00-05188-00-7
PARCEL ID:
52-00-11437-00-4
PARCEL ID:
52-00-11440-00-1
PARCEL ID:
52-00-11443-00-7
PARCEL ID:
52-00-11446-00-4
PARCEL ID:
52-00-09952-00-4
PARCEL ID:
52-00-11449-00-1
PARCEL ID:
52-00-06358-00-7
PARCEL ID:
52-00-06208-00-4
PARCEL ID:
52-00-06205-00-7
PARCEL ID:
52-00-06202-00-1
PARCEL ID:
52-00-06199-50-8
PARCEL ID:
52-00-11452-00-7
PARCEL ID:
52-00-11455-00-4
PA
RC
EL
ID
-00 -11
8-0
0-1
PA
RC
EL
ID
-00 -11
1-0
0-7
PA
RC
EL
ID
-00 -11
4-0
0-4
PA
RC
EL
ID
-00 -11
7-0
0-1
PA
RC
EL
ID
-00 -11
7-0
1-9
PA
RC
EL
ID
-00 -05
5-5
0-5
PARCEL ID:
52-00-11470-00-7
PARCEL ID:
52-00-11473-00-4
PARCEL ID:
52-00-11431-00-1
PARCEL ID:
52-00-05164-00-4
EAST MERMAID LANE
CAMPBELL LANE
EAST MERMAID LANE
EAST MERMAID LANE
EL
M
S
TR
EE
T
IVY HILL ROAD
EAST LAN
E
HAZELWOOD DRIVE HAZELWOOD DRIVE
JARDEN
ROAD
EAST LAN
E
LOWER ROAD
MEC
HAN
IC
AL
S
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VI
CES
MEAT
PROCESSIN
G
LA
B
SERVICE
BUILDING
CHEM
IC
AL
LO
CKE
RS
SOLVENT
STORAGE
BLD
G
LEATHER
RESEARCH
BUILDING
HAZ
AR
DOUS
OPE
RAT
IO
NS
VEHICLE
STORAGE
BUILDING
RES
EA
RCH
LA
BO
RAT
ORY
BU
ILD
IN
G
SIGN
SYL
SYL
SY
L
E
W
SB
L
SB
L
W
CONC
SYL
E
E
T
E
E
AC
BM#1
C O
N C
. C U
R B
A4
A5
A6 A7
A8
A9
A12
A10
A13
A14
B1 B2
B3
B4
B5
B6
B7
A15
A16 A17
A20 A19
A18
B10 B9
B8
A21
B11
B12 B13
A22
B15 B16
B17
B14
B18 B19B20
B21
B22
B23
A30
A29 A27
A26 A25
A24
A23
A31A33 A34
A35
A36
A37 A38
A39 A40
A41A42
A44
A45
A47A48 A49
A50
A51A53
B56 B54
B53 B52
B51 B50
B49 B48
B47
B46
B42 B40 B39
B38 B37 B36
B35
B34
B33
B32 B30
B29
B26
B55
A52
A3 A2
A11
A28B25 B24
A32
B28
B27
B31A43
A46
B43
B44B45
B41
A1
350350
375 375
370370370
350345 345
355350
345345 345
PH
AS
E
PH
AS
E
PHASE 3
PHASE 1
PH
ASE 5
PH
ASE 1
PHASE 3
PHASE 1
PHASE 1
PHASE 4
PH
AS
E
PHASE 1
PHASE 1
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0001
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51 www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
LOWER ROAD REPAIRS
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
60' 60'1"=60' 0
EXISTING CONDITIONS/PHASING PLAN
C-101
EXISTING
CONDITIONS/
PHASING PLAN
K. MOSER
W. HARCHER
S. BILLAH
S. KRAUS
GENERAL SHEET NOTES
1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE
SHEET C-001.
2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE
SHEET G-002 AND G-003.
1 - 8 0 0 - 2 4 2 - 1 7 7 6 P E N N S Y L V A N I A L A W R E Q U I R E S 3 W O R K I N G D A Y S N O T I C E F O R
CONSTRUCTION PHASE AND 10 WORKING
D A Y S I N D E S I G N S T A G E - S T O P C A L L
CALL BEFORE YOU DIG!
POCS SERIAL NUMBER
20182961768
PARCEL INFORMATION
OWNER: UNITED STATES GOVERNMENT
PO BOX 9400
SPOKANE, WA 99209
SITE: 600 EAST MERMAID LANE
WYNDMOOR, PA 19038
PARCEL: 52-00-11518-00-4
DB. 1276, PG. 431
AREA: 1,411,926 SF (32.413 AC) GROSS
SAN
STONE
AREA
PH
AS
E
PH
AS
E
PHASE 3
PHASE 1
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
SAN
J A R D E N R O A D
A42 A45
A47 A50
A51A53
B56 B49 B48
B55
A52
A46
W W
W W
W W
W W
W W
W W
W W
W
W
G G
G G
G G
G G
G G
G G
G G
G G
G
G
GRASS
WOODS
B-2
B-1
PAVED AREA
STONE AREA
GRASS
42" TREE
15" TREE
9" TREE
52" TREE
24" TREE
42" TREE
18" TREE
STONE
WALL
POST
POST
BULLETIN
BOARD
SPIGOT
PO
ST
SAN MANHOLE
RIM EL 347.07
INV 338.15
STONE WALL
6" TREE
6" TREE
18" TREE
15" TREE
18" TREE
16" TREE
WV
(2) WV
UTILITY
POLE
A-82417
9" TREE
16" TREE
20" TREE
18" TREE
18" TREE
14" TREE
25" TREE
UTILITY POLE
PECO #1399
CHAINLINK FENCE
W/ BARB WIRE
12" TREE
16" TREE
19" TREE
18" TREE
UTILITY POLE
NO #
SAN MANHOLE
RIM EL 349.57
INV (SEALED)
SAN MANHOLE
RIM EL 361.36
INV (SEALED)
(2) WV
14" TREE
15" TREE
30" TREE
14" TREE
20" TREE
18" TREE
C O
N C
. C U
R B
16" TREE
24" TREE
UTILITY POLE
PECO #1398
G
ATE
POST
US GOV. AUTH.
VEHICLES ONLY
SIGN
GATE ANCHORS
GATE ANCHORS
NO TRESSPASSING SIGN
INV 15" RCP
358.94
INV 15" RCP
356.86
INV 15" DIP
355.84
INV 12" DIP
355.01
E A S T L A N
E
WOODS
U N
K U
N K
U N
K
SEE REFERENCE NOTE #6
D3
D1
D3
D3
370 371 372 373 374
360359
PH
AS
E
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0001
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51 www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
LOWER ROAD REPAIRS
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
20' 20'1"=20' 0
SITE DEMOLITION PLAN
C-102
SITE
DEMOLITION
PLAN - FACET 1
K. MOSER
W. HARCHER
S. BILLAH
S. KRAUS
1 - 8 0 0 - 2 4 2 - 1 7 7 6 P E N N S Y L V A N I A L A W R E Q U I R E S 3 W O R K I N G D A Y S N O T I C E F O R
CONSTRUCTION PHASE AND 10 WORKING
D A Y S I N D E S I G N S T A G E - S T O P C A L L
CALL BEFORE YOU DIG!
POCS SERIAL NUMBER
20182961768
GENERAL SHEET NOTES
1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE
SHEET C-001.
2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE
SHEET G-002 AND G-003.
M
AT
C H
L
IN
E
- S
EE
C
-1
A V E E A
S T
E R
N
E A S T M E R M A I D
L A N E
I V Y
E A S T
KEY PLAN
H A Z E L W O O D
H I L L R O A D
D R I V E
L A N E
A R D
M O
R E
A V
E
L NC A M P B E L LL
I N
D E
N
R O
A D
A V
E
F L
O U
R T
O W
N
E L
M S
T
POND
MAIN
LABORATORY
BUILDING
LO
T
LO
T
LO
T
LO
T
CRESHEIM
CREEK
MECHANICAL
SERVICES BLDG
SERVICE BLDGLEATHER RESEARCH BLDG
HAZARDOUS
OPERATIONS BLDG
VEHICLE
STORAGE BLDG
MEAT PROCESSING LAB
R O A D
J A R D E N
SHEET KEYNOTES
D1. SAWCUT EXISTING BITUMINOUS PAVING.
D2. REMOVE EXISTING BITUMINOUS PAVING.
D3. MILL EXISTING BITUMINOUS PAVING TO A DEPTH OF 1 1/2".
D4. REMOVE EXISTING CONCRETE PAVING.
D5. REMOVE EXISTING RAILROAD RAILS AND TIES AS INDICATED.
C-102
C-103
C-104
1. "TOPOGRAPHICAL SURVEY" PREPARED BY TURNPIKE ENGINEERS, INC;
DATED 11/27/1964.
2. "SITE - WORK" PREPARED BY BUREAU OF AGRICULTURAL CHEMISTRY &
ENGINEERING, DATED 10/1940.
3. VEHICLE STORAGE BUILDING "SITE PLAN, PLUMBING PLAN, ELECTRICAL
PLAN" PREPARED BY NORTHEASTERN REGIONAL ADMINISTRATIVE OFFICE
ENGINEERING & DESIGN SECTION, DATED 7/25/1977.
4. PARKING UPGRADE "SITE PLAN" PREPARED BY SANDERS & THOMAS, INC;
DATED 8/1/1988.
5. PPC AND UTILITY PLANS "SITE UTILITY PLAN" PREPARED BY AGRICULTURAL
RESEARCH SERVICE, DATED 7/16/1993.
6. UTILITY LOCATION PLAN PREPARED BY MASTER LOCATORS, DATED
2/1/2019.
REFERENCE NOTES
WALL
SD
SAN SAN
EW
E
E E
E
T
T
SAN SAN
SEE REFERENCE
NOTE #5
CO
LS
A
SD INLET
T/G EL 359.37
INV 357.73
INV 357.59
SD INLET
T\G EL 360.66
INV 359.29
INV 359.22
GATE
SERVICE BUILDING
GUIDERAIL
SEE REFERENCE
NOTE #5
E
4' SHRUB
CONC
SAN MANHOLE
RIM EL 366.55
INV 362.93
CHEM
IC
AL
LO
CKE
RS
SD INLET
T/G EL 375.02
INV 373.91
ELECTRIC
MANHOLE
RIM EL 375.80
SEE REFER
5 374
SD
SAN SAN SAN SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
B23
A30 A31
A33
A34
A36
A37
A38
A39
A40
A41 B38 B34 B33
B29 B26 B25 B24
A32
B27
E
E
E
W
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
E
E
E E
E E
E E
E E
E E
E E
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
W
W
T T
T T
T
T
T
T
T
SAN SAN SAN SAN
W
SIGN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
INV 12" CMP
350.17
SD MANHOLE
RIM EL 358.99
INV 355.69
INV 355.59
INV 66" RCP
347.65
INV 66" RCP
346.22
CHAINLINK FENCE
W/ SCREENING
PAVED
AREA
(3) BOLLARDS
B-7
4' SHRUB
STONE
WALL
CONC
CHEM
IC
AL
LO
CKE
RS
ELEC
GRATE
STONE
WALL
ELEC
GRATE
SEE REFERENCE
NOTE #2
4' SHRUB
12" TREE
SD INLET
T/G EL 365.89
INV 363.75
SD MANHOLE
RIM EL 366.18
INV 361.55
SEE REFER
NOTE #5
SOLVENT
STORAGE
FFE 366.52
18" TREE
8" TREE
15" TREE
18" TREE
18" TREE
15" TREE
24" TREE
LS
A
28" TREE
LP
LP
PAVED
AREA
B-4
T
UTILITY
SERVICE
TUNNEL
E
ELECTRIC
MANHOLE
RIM EL 366.93
GATE
GRASS
STEPS
LSA
CONC
LSA
BLD
G
CONC
(2) EYE WASH
STATIONS
INV 8" PVC
364.00
SD
TRENCH DRAIN
TG EL 366.25
INV 365.87
(2) TRANS-
FORMERS
CHAINLINK
FENCE
E
ELECTRIC
MANHOLE
RIM EL 367.63
SAN MANHOLE
RIM EL 361.85
INV 356.76
INV 352.00
INV 351.78
INV 351.70
PAVED AREA
B-8
STONE AREA
STEPS
CONC D
OCK
24" TREE
22" TREE
GATE
LP
48" TREEGRASS
24" TREE
SEE REFERENCE
NOTE #2
SAN MANHOLE
RIM EL 360.40
INV 344.42
SAN MANHOLE
RIM EL 360.81
INV (SEALED)
SEE REFERENCE NOTE #2
INV 18" RCP
345.39
GRASS
CHAINLINK FENCE
W/ BARB WIRE
SAN MANHOLE
RIM EL 349.47
INV (SEALED)
PAVED AREA
B-5
12' SHRUB
GRASS
38" TREE
12" TREE
CONC
AC
DECK
B-6
INV (2)
4" HDPE
365.19
INV (2)
4" HDPE
364.25
CONC
CHAINLINK
FENCE
CONCRETE
PLANTER BOXES
ST
EP
S
ST
EP
S
LSA
STEP
SD INLET
TG EL 367.56
INV 364.07
COLUMN
SEE REFER
NOTE #3 LEATHER
RESEARCH
BUILDING
FIN FLR EL 366.21
CONC
BI
LC
O
(4) BOLLARDS
G
ATE
PAVERS
GATE
BLOCKS
SEE REFER
NOTE #5
(9) BOLLARDS
CONC
C O
N C
SD MANHOLE
RIM EL 369.17
INV 360.84
SEE REFERENCE NOTE #2
BRICK
SEE REFERENCE
NOTE #2
SAN MANHOLE
RIM EL 371.96
INV 362.26
GRASS
GRASS
42" TREE
PAVED
AREA
PAVED
AREA
CO
FH
CONC
CURB
STO
N
E C
U R
B
STO
N
E C
U R
B
PAVED PATH
PAVED
AREA
BIT CURB
BIT
CURB
BIT CURB
SEE REFERENCE NOTE #4
SD MANHOLE
RIM EL 371.22
INV = 367.68
INV = 367.56
INV = 367.41
INV = 366.94
SEE REFERENCE
NOTE #4
NO UNAUTHORIZED
PARKING SIGN
B-3
CONC WALL
CONC
BL
OCK
W
AL
L
SPIGOT
SPIGOT
HAZ
AR
DOUS
OPE
RAT
IO
NS
FI
N F
LR
E
L 3
.66
VEHICLE
STORAGE
BUILDING
GARAGE FLR EL 362.28
DS
SEE REFERENCE NOTE #3
SEE REFERENCE NOTE #5
SEE REFERENCE NOTE #3
BM#1
INV 4" PVC
356.87
STONE
CURB
SD INLET
TG EL 375.86
INV 372.57
INV 372.54
INV 372.37
INV 372.28
SD INLET
T/G EL 375.25
INV 372.08
INV 371.99
SUMP = DEBRIS
COMMUNICATION
MANHOLE
RIM EL 376.90
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
STONE
AREA
SD
SD
SD
ST
ST
ST
CW
CW
A G
W
SEE REFERENCE NOTE #6
E
E
E
E
SEE REFERENCE NOTE #6
ST
SEE REFER
NOTE #6
SD
SD
SEE REFER
NOTE #6
SEE REFER
NOTE #6
PHONE
PEDESTAL
E
E
SEE REFER
NOTE #6
D3
D1
D2
D1
D3
D1
D1
D1
D2
D2
D2
D2
D1
D3
D3
SEE REFERENCE NOTE #4
D1
D1
D2
D2
D2
IT-1
IT-2
IT-3
IT-5
IT-6
377376
371 372 373
PH
AS
E
PH
AS
E
PHASE 3
PHASE 1
PH
ASE 5
PH
ASE 1
PHASE 3
PHASE 1
PHASE 1
PHASE 1
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0001
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51 www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
LOWER ROAD REPAIRS
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
20' 20'1"=20' 0
SITE DEMOLITION PLAN
C-103
SITE
DEMOLITION
PLAN - FACET 2
K. MOSER
W. HARCHER
S. BILLAH
S. KRAUS
3 W O R K I N G D A Y S N O T I C E F O R
CONSTRUCTION PHASE AND 10 WORKING
D A Y S I N D E S I G N S T A G E - S T O P C A L L
CALL BEFORE YOU DIG!
POCS SERIAL NUMBER
20182961768
M
AT
C H
L
IN
E
- S
EE
C
-1
M
AT
C H
L
IN
E
- S
EE
C
-1
GENERAL SHEET NOTES
1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE
SHEET C-001.
2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE
SHEET G-002 AND G-003.
A V E E A
S T
E R
N
E A S T M E R M A I D
L A N E
I V Y
E A S T
KEY PLAN
H A Z E L W O O D
H I L L R O A D
D R I V E
L A N E
A R D
M O
R E
A V
E
L NC A M P B E L LL
I N
D E
N
R O
A D
A V
E
F L
O U
R T
O W
N
E L
M S
T
POND
MAIN
LABORATORY
BUILDING
LO
T
LO
T
LO
T
LO
T
CRESHEIM
CREEK
MECHANICAL
SERVICES BLDG
SERVICE BLDGLEATHER RESEARCH BLDG
HAZARDOUS
OPERATIONS BLDG
VEHICLE
STORAGE BLDG
MEAT PROCESSING LAB
R O A D
J A R D E N
SHEET KEYNOTES
D1. SAWCUT EXISTING BITUMINOUS PAVING.
D2. REMOVE EXISTING BITUMINOUS PAVING.
D3. MILL EXISTING BITUMINOUS PAVING TO A DEPTH OF 1 1/2".
D4. REMOVE EXISTING CONCRETE PAVING.
D5. REMOVE EXISTING RAILROAD RAILS AND TIES AS INDICATED.
C-102
C-103
C-104
1. "TOPOGRAPHICAL SURVEY" PREPARED BY TURNPIKE ENGINEERS, INC;
DATED 11/27/1964.
2. "SITE - WORK" PREPARED BY BUREAU OF AGRICULTURAL CHEMISTRY &
ENGINEERING, DATED 10/1940.
3. VEHICLE STORAGE BUILDING "SITE PLAN, PLUMBING PLAN, ELECTRICAL
PLAN" PREPARED BY NORTHEASTERN REGIONAL ADMINISTRATIVE OFFICE
ENGINEERING & DESIGN SECTION, DATED 7/25/1977.
4. PARKING UPGRADE "SITE PLAN" PREPARED BY SANDERS & THOMAS, INC;
DATED 8/1/1988.
5. PPC AND UTILITY PLANS "SITE UTILITY PLAN" PREPARED BY AGRICULTURAL
RESEARCH SERVICE, DATED 7/16/1993.
6. UTILITY LOCATION PLAN PREPARED BY MASTER LOCATORS, DATED
2/1/2019.
MECHANIC
AL S
ERVIC
ES
FI
N F
LR
E
L 3
.48
SD
SD
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
O/E
O/E
O/E
O/E
O/E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
UTILITY
POLE #6786
E E
E E
E
10" TREE
6' TREE
CONC WALL
PAVED
AREA
A4
A5
A6
A7
A8
A9
A12
A10
A13
A14
B1
B2
B3
B4
B5
B6
B7
A15
A16
A17
A20
A19
A18
B10
B9
B8
A21
B11
B12
B13
A22
B15
B16 B17
B14
B18
B19B20
A26 A25 A24
A23
12" TREE
14" TREE
16" TREE
16" TREE
16" TREE
12" TREE
12" TREE
16" TREE
22" TREE22" TREE
6" TREE
8" TREE
24" TREE
24" TREE
36" TREE
10" TREE
20' BUSH
15' BUSH
A3 A2
A11
(WATERS OF THE U.S./
COMMONWEALTH)
E
E
E
E
E E
E E
E
W W
W W
W
FL
FL
FL
FL
FL
W
W
W
E
E E
E
E
T
T
T
W
W
W
W
W
W
W
W
W
W W
W W
W W
W
W
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN SAN SAN
E E
SYL
SYL
SY
L
STONE AREA
CONC
DS
DS
DS
DSDS
PROPANE
TANK
10" TREE
GRASS
C H
AI
N
LI
N
K
FE
N C
E
CONC
GUY
ELECTRIC
MANHOLE
RIM = 368.16
PIV
FH
GRASS
WOODS
GRASS
POND
WOODS
WOODS
GRASS
E
UTILITY
POLE #87663
STEPSSD INLET
T/G EL 361.85
DS
UTILITY
POLE #6785
C H
AI
N
LI
N
K
FE
N C
E
B-10
(2) BOLLARDS
(7) POSTS
SEE REFERENCE
NOTE #5
STONE WALL
CO
(2) COLUMNS
VENT
LSA
CONC
B-9
CHAINLINK FENCE
W/ BARB WIRE
GATE
GRASS
8" TREES
8" TREE
12" TREE
10" TREE
W
WELL
PIPE
INV 360.57
B-12
SB
L STONE CURB
SB
L
SEE REFERENCE
NOTE #1
UTILITY MH
RIM = 359.06
PAVED
AREA
CONC
GRASS
B-11
CONC
WWELL
SEE REFERENCE
NOTE #5CO
STONE WALLCONC
LP
SD INLET
T/G EL 358.87
INV 356.67
SY
L
GATE
GUY
UTILITY
POLE #87662 SAN MANHOLE
RIM EL 359.86
INV 351.01
(W
AT
ER
S
OF
TH
E U.S
COMMONW
EA
LT
H)
CRES
HEI
M C
REE
K
SAN MANHOLE
RIM EL 359.29
INV 346.57
E
SEE REFERENCE
NOTE #5
ELECTRIC
MANHOLE
RIM EL 361.23
INV (SEALED)
CONC
VE
NT
(2 ) V
EN
T
DS
CO
PROPANE
TANK
LS
A
MEAT
PROCESSIN
G
LA
B
FI
N F
LR
E L 3
.01
GV
INV 4" TERRA
353.31
INV 8" TERRA
354.29
CHAINLINK FENCE
W/ BARB WIRE
SD SDSD INLET
T/G EL 359.37
INV 357.73
INV 357.59
SD INLET
T\G EL 360.66
INV 359.29
INV 359.22
GATE
SERVICE BUILDING
FIN FLR EL 366.30
CONC
ST
ONE
W
AL
L
GUIDERAIL
SEE REFERENCE
NOTE #1
SEE REFERENCE
NOTE #5
(2) BOLLARDS
CONCAREA
FUEL DELIVERY
CONNECTION
HIGH FUEL
PANEL/SIGN
SD INLET
T/G EL 374.08
INV 371.58
CONC WALL
STEPS
STONE
WALL
INV 4" METAL
370.29
FUEL DELIVERY
CONNECTION
COLUMN
INV 4" PVC
371.11
E
4' SHRUB
SD INLET
T/G EL 366.34
INV =
SEE REFERENCE
NOTE #5
CONC
SAN MANHOLE
RIM EL 366.55
INV 362.93
CHEM
IC
AL
LO
CKE
RS
SD INLET
T/G EL 375.02
INV 373.91
ELECTRIC
MANHOLE
RIM EL 375.80
UTILITY
SERVICE
TUNNEL
A1
PAVED
AREA
E
SEE REFER
SEE REFER
NOTE #6
SEE REFER
NOTE #6
D1
D2
D2
D2
D2
D1
D4
D5
IT-4
5 374
373 367
PHASE 1
PHASE 4
SEE GENERAL
SHEET NOTE 3
SAN
SAN SAN
E
W
W
E
T
SAN SAN
INV 12" CMP
350.17
SD MANHOLE
RIM EL 358.99
INV 355.69
INV 355.59
CHAINLINK FENCE
W/ SCREENING
PAVED
AREA
(3) BOLLARDS
4' SHRUB
STONE
WALL
CONC
CHEM
IC
AL
LO
CKE
RS
ELEC
GRATE
STONE
WALL
12" TREE
SEE REFER
NOTE #5
SOLVENT
LP
UTILITY
SERVICE
TUNNEL
ELECTRIC
MANHOLE
RIM EL 366.93
SEE REFER
NOTE #6
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0001
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51 www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
LOWER ROAD REPAIRS
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
20' 20'1"=20' 0
SITE DEMOLITION PLAN
C-104
SITE
DEMOLITION
PLAN - FACET 3
K. MOSER
W. HARCHER
S. BILLAH
S. KRAUS
3 W O R K I N G D A Y S N O T I C E F O R
CONSTRUCTION PHASE AND 10 WORKING
D A Y S I N D E S I G N S T A G E - S T O P C A L L
CALL BEFORE YOU DIG!
POCS SERIAL NUMBER
20182961768
M
AT
C H
L
IN
E
- S
EE
C
-1
GENERAL SHEET NOTES
1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE
SHEET C-001.
2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE
SHEET G-002 AND G-003.
3. EXISTING STONE WALL TO REMAIN, CONTRACTOR SHALL TAKE CARE
DURING CONSTRUCTION TO NOT DAMAGE THE EXISTING WALL. ANY
DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
A V E E A
S T
E R
N
E A S T M E R M A I D
L A N E
I V Y
E A S T
KEY PLAN
H A Z E L W O O D
H I L L R O A D
D R I V E
L A N E
A R D
M O
R E
A V
E
L NC A M P B E L LL
I N
D E
N
R O
A D
A V
E
F L
O U
R T
O W
N
E L
M S
T
POND
MAIN
LABORATORY
BUILDING
LO
T
LO
T
LO
T
LO
T
CRESHEIM
CREEK
MECHANICAL
SERVICES BLDG
SERVICE BLDGLEATHER RESEARCH BLDG
HAZARDOUS
OPERATIONS BLDG
VEHICLE
STORAGE BLDG
MEAT PROCESSING LAB
R O A D
J A R D E N
SHEET KEYNOTES
D1. SAWCUT EXISTING BITUMINOUS PAVING.
D2. REMOVE EXISTING BITUMINOUS PAVING.
D3. MILL EXISTING BITUMINOUS PAVING TO A DEPTH OF 1 1/2".
D4. REMOVE EXISTING CONCRETE PAVING.
D5. REMOVE EXISTING RAILROAD RAILS AND TIES AS INDICATED.
C-102
C-103
C-104
1. "TOPOGRAPHICAL SURVEY" PREPARED BY TURNPIKE ENGINEERS, INC;
DATED 11/27/1964.
2. "SITE - WORK" PREPARED BY BUREAU OF AGRICULTURAL CHEMISTRY &
ENGINEERING, DATED 10/1940.
3. VEHICLE STORAGE BUILDING "SITE PLAN, PLUMBING PLAN, ELECTRICAL
PLAN" PREPARED BY NORTHEASTERN REGIONAL ADMINISTRATIVE OFFICE
ENGINEERING & DESIGN SECTION, DATED 7/25/1977.
4. PARKING UPGRADE "SITE PLAN" PREPARED BY SANDERS & THOMAS, INC;
DATED 8/1/1988.
5. PPC AND UTILITY PLANS "SITE UTILITY PLAN" PREPARED BY AGRICULTURAL
RESEARCH SERVICE, DATED 7/16/1993.
6. UTILITY LOCATION PLAN PREPARED BY MASTER LOCATORS, DATED
2/1/2019.
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
O /E
J A R D E N R O A D
GRASS
B-2
B-1
PAVED AREA
STONE AREA
GRASS
42" TREE
15" TREE
9" TREE
52" TREE
24" TREE
42" TREE
18" TREE
STONE
WALL
POST
16" TREE
20" TREE
14" TREE
25" TREE
CHAINLINK FENCE
W/ BARB WIRE
12" TREE
16" TREE
19" TREE
18" TREE
(2) WV
14" TREE
15" TREE
30" TREE
14" TREE
20" TREE
18" TREE
C O
N C
. C U
R B
16" TREE
24" TREE
G
ATE
POST
US GOV. AUTH.
VEHICLES ONLY
SIGN
GATE ANCHORS
GATE ANCHORS
NO TRESSPASSING SIGN
E A S T
PH
AS
E
24' TYP
8'
6 TYP
STONE
AREA
PH
AS
E
PH
AS
E
PHASE 3
PHASE 1
LAYOUT COORDINATE SCHEDULE
POINT #
NORTHING
281,240.14
281,239.87
281,238.70
281,250.42
281,276.95
281,296.21
281,408.13
281,418.24
281,457.99
281,452.50
281,463.46
281,448.19
281,446.01
281,430.58
281,421.32
281,413.58
281,411.44
281,394.48
281,402.60
281,428.83
281,443.71
281,451.22
281,479.97
281,493.80
281,504.99
EASTING
2,685,729.28
2,685,751.22
2,685,770.12
2,685,790.52
2,685,802.97
2,685,825.24
2,685,870.86
2,685,870.37
2,685,896.39
2,685,923.80
2,685,961.07
2,685,986.33
2,685,986.77
2,685,983.51
2,685,976.98
2,685,966.03
2,685,958.41
2,685,980.61
2,685,982.15
2,686,000.62
2,686,002.52
2,686,001.02
2,686,018.07
2,686,018.11
2,686,036.16
DESCRIPTION
CORNER BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PRC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PCC BITUMINOUS PAVING
PCC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
LAYOUT COORDINATE SCHEDULE
POINT #
NORTHING
281,508.59
281,519.94
281,500.54
281,487.76
281,456.71
281,433.65
281,432.54
281,422.83
281,417.10
281,405.48
281,411.26
281,405.92
281,378.78
281,293.08
281,273.81
281,252.57
281,280.83
281,372.51
281,407.97
281,494.40
281,512.53
281,540.39
281,545.34
281,541.75
281,526.97
EASTING
2,686,039.51
2,686,041.07
2,686,083.76
2,686,106.59
2,686,114.42
2,686,120.24
2,686,120.52
2,686,114.76
2,686,092.58
2,686,095.59
2,686,117.94
2,686,124.16
2,686,112.75
2,686,040.99
2,686,019.74
2,686,020.30
2,686,054.21
2,686,130.97
2,686,139.09
2,686,117.29
2,686,127.84
2,686,153.00
2,686,171.06
2,686,177.25
2,686,180.08
DESCRIPTION
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
PC BITUMINOUS PAVING
PCC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
PC BITUMINOUS PAVING
PCC BITUMINOUS PAVING
PC BITUMINOUS PAVING
LAYOUT COORDINATE SCHEDULE
POINT #
NORTHING
281,523.44
281,503.04
281,562.39
281,518.88
281,525.52
281,587.50
281,601.54
281,603.17
281,613.66
281,612.33
281,627.12
281,627.83
281,663.95
281,671.39
281,671.68
281,713.95
281,739.83
281,742.92
281,768.80
281,790.15
281,777.36
281,761.07
281,456.74
EASTING
2,686,186.24
2,686,191.70
2,686,211.54
2,686,250.71
2,686,248.98
2,686,294.67
2,686,305.34
2,686,322.32
2,686,321.80
2,686,307.93
2,686,286.69
2,686,274.08
2,686,264.51
2,686,255.05
2,686,240.51
2,686,263.68
2,686,263.75
2,686,264.59
2,686,264.66
2,686,259.00
2,686,210.73
2,686,215.05
2,685,879.60
DESCRIPTION
PT BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
PT BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
PC BITUMINOUS PAVING
PT BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
CORNER BITUMINOUS PAVING
PC BITUMINOUS PAVING
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0001
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51 www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
LOWER ROAD REPAIRS
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
20' 20'1"=20' 0
SITE LAYOUT PLAN
C-111
SITE
LAYOUT PLAN
FACET 1
K. MOSER
W. HARCHER
S. BILLAH
S. KRAUS
3 W O R K I N G D A Y S N O T I C E F O R
CONSTRUCTION PHASE AND 10 WORKING
D A Y S I N D E S I G N S T A G E - S T O P C A L L
CALL BEFORE YOU DIG!
POCS SERIAL NUMBER
20182961768
GENERAL SHEET NOTES
1. FOR CIVIL LEGEND, TECHNICAL TERMS AND GENERAL CIVIL NOTES SEE
SHEET C-001.
2. FOR ABBREVIATIONS, GENERAL SYMBOLS AND MATERIAL SYMBOLS SEE
SHEET G-002 AND G-003.
3. FOR SITE DETAILS SEE SHEET C-511.
SHEET KEYNOTES
1. BITUMINOUS PAVING. REFER TO DETAIL ON SHEET C-511.
2. BITUMINOUS PAVING OVERLAY. REFER TO DETAIL ON SHEET C-511.
3. BITUMINOUS PAVING JOINT AT EXISTING BITUMINOUS PAVING. REFER TO
DETAIL ON SHEET C-511.
4. BITUMINOUS PAVING JOINT AT MILL AND OVERLAY BITUMINOUS PAVING.
REFER TO DETAIL ON SHEET C-511.
5. MILL AND OVERLAY BITUMINOUS PAVING JOINT AT EXISTING BITUMINOUS
PAVING. REFER TO DETAIL ON SHEET C-511.
6. 4" WIDE WHITE PAINTED LINE.
7. 4" WIDE WHITE PAINTED STRIPING, 2'-0" CENTER TO CENTER AT 45° ANGLE.
NOTE: NOT ALL SHEET KEYNOTES ARE APPLICABLE TO THIS SHEET.
A V E E A
S T
E R
N
E A S T M E R M A I D
L A N E
I V Y
E A S T
KEY PLAN
H A Z E L W O O D
H I L L R O A D
D R I V E
L A N E
A R D
M O
R E
A V
E
L NC A M P B E L LL
I N
D E
N
R O
A D
A V
E
F L
O U
R T
O W
N
E L
M S
T
POND
MAIN
LABORATORY
BUILDING
LO
T
LO
T
LO
T
LO
T
CRESHEIM
CREEK
MECHANICAL
SERVICES BLDG
SERVICE BLDGLEATHER RESEARCH BLDG
HAZARDOUS
OPERATIONS BLDG
VEHICLE
STORAGE BLDG
MEAT PROCESSING LAB
R O A D
J A R D E N
C-111
C-112
C-113
M
AT
C H
L
IN
E
- S
EE
C
-1
File details come from the government source that posted it. Updated .