C04_Attachment 3 Drawings_1232SA26R0032.pdf
PDF 17 MB Posted
- Attached to
- Creek Bed Restoration Federal contract opportunity
- Solicitation number
- 1232SA26R0032
About this file
These are final design construction drawings for a creek bed stabilization project at the USDA Agricultural Research Service Eastern Regional Research Center located at 600 East Mermaid Lane in Wyndmoor, Pennsylvania. The project, identified as 3019705-0002, was designed by STV Incorporated and Cedarville Engineering Group (CEG) with final design submittal dated July 31, 2023.
The project encompasses creek bed stabilization work along Cresheim Creek involving clearing and grubbing of approximately 2.51 acres (109,438 square feet), removal of existing infrastructure including chain-link fencing, railroad siding, and stream obstructions, and installation of streambank stabilization measures. Key stabilization techniques include riprap toe protection (R-4 and R-5 classifications), fiber rolls, erosion control blankets, live stakes, branchpacking, and root wad revetment installations. The design incorporates 22 creek cross-sections showing existing and proposed grades, with finish grades designed to create appropriate flood benches and slope stabilization. Construction sequencing proceeds in 50-linear-foot segments from downstream to upstream, with temporary cofferdam and pump bypass systems required for in-stream work. The plans include erosion and sediment pollution control measures, compost filter sock barriers, sediment filter bags, and construction entrance specifications. Additional site work includes installation of chain-link fencing with personnel gates, tree protection measures, grading modifications to point bars, and permanent stormwater management facility integration. All work must comply with Pennsylvania regulations, NPDES permit requirements, and coordination with USDA for utility interruptions, with three working days' notice required for construction initiation.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_1232SA26R0032_Amd_0001.pdf | ||
| ERRC USDA Geotech Report.pdf | ||
| FINAL ERRC EA.pdf | ||
| RFIs and Responses (002).docx | DOCX document | |
| C04_Attachment 4 Wage Determination_1232SA26R0032.pdf | ||
| C04_Attachment 2 Specs_1232SA26R0032.pdf | ||
| C04_Sol_1232SA26R0032.pdf | ||
| C04_Attachment 1 SOW_1232SA26R0032.pdf | ||
| C04_Attachment 5 Environemental Assessment_1232SA26R0032.pdf | ||
| C04_Attachment 6 Site Planting Plan_1232SA26R0032.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0002
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
CREEK BED STABILIZATION
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
CEDARVILLE
C E G
CIVIL ENGINEERING ENVIRONMENTAL SERVICES
SURVEYING CONSTRUCTION
159 East High Street, Suite #500 | Pottstown, PA 19464
610.705.4500 (Office) | 610.705.4900 (Fax) www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
C-001
CIVIL LEGEND
AND GENERAL
NOTES
K. MOSER
W. HARCHER
E. TYSON
S. KRAUS
A 11/18/22 35% DESIGN SUBMITTAL SK
B 1/30/23 50% DESIGN SUBMITTAL SK
C 3/16/23 95% DESIGN SUBMITTAL SK
D 7/31/23 FINAL DESIGN SUBMITTAL 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 FROM THE EXISTING DEEDS AND PLANS OF RECORD.
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 TWO (2) WEEKS PRIOR TO
SCHEDULED UTILITY INTERRUPTION AGAIN 48 HRS BEFOREHAND.
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 THE 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. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES
NOT SCHEDULED TO BE REMOVED AS INDICATED ON THE SITE DEMOLITION
PLANS.
14. THE CONTRACTOR SHALL PRESERVE ALL NATURAL FEATURES. AS LITTLE
VEGETATIVE COVER SHALL BE REMOVED AS REQUIRED TO ACHIEVE THE
INSTALLATION OF PROPOSED WORK AND ASSOCIATED SITE
IMPROVEMENTS
15. 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.
16. 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.
17. PERMANENT STORMWATER MANAGEMENT FACILITIES SHALL REMAIN A
PERMANENT PART OF THE TOPOGRAPHY.
18. SPOT ELEVATIONS INDICATE FINISH SURFACE ELEVATION UNLESS
OTHERWISE NOTED ON THE PLAN. ALL GRADES SHALL BE SMOOTH AND
CONTINUOUS.
19. ANY DAMAGE TO OFF-SITE RIGHT OF WAY, PUBLIC ROADS OR ADJACENT
PROPERTIES SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S
EXPENSE.
20. 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.
21. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRIERS, FENCES OR
OTHER MEASURES TO KEEP VEHICULAR AND PEDESTRIAN TRAFFIC AWAY
FROM THE CONSTRUCTION AREA.
22. 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.
23. 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.
24. 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
CREEK CENTERLINE
REGULATORY BOUNDARY (TOP OF BANK
& ORDINARY HIGH WATER MARK)
TEST BORING
SIGN
PIPE BOLLARD
CHAIN LINK FENCE
FIBER ROLL (STREAMBANK)
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
RIPRAP (STREAMBANK)
EROSION CONTROL BLANKET
(STREAMBANK)
CLEARING AND GRUBBING AREA
351 351
350.50350.50
CONCRETE PAVING
FRFR
B-1 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
REGULATORY FLAGORA49 B53
NOTE: NOT ALL TECHNICAL TERMS
INDICATED MAY APPEAR ON THESE
CONTRACT SHEETS
NOTE: NOT ALL SYMBOLS
INDICATED MAY APPEAR ON
THESE CONTRACT SHEETS
7/ 31/2 http://www.stvinc.com
MONTGOMERY COUNTY - SPRINGFIELD TOWNSHIP
CITY OF PHILADELPHIA
EDGE OF PAVEMENT
CONC CURB
N/F
717 IVY HILL INC.
PARCEL ID: 52-00-09472-00-7N/F
JOAN C. MANERO
PARCEL ID: 52-00-09473-00-6
N/F
PECO
PARCEL ID: 52-00-09463-00-7
1-1/2" PIPE
FOUND
(HELD)
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
669.72' S 37°17'11" W
56.50
PARCEL ID:
52-00-05164-00-4
PARCEL ID:
52-00-05167-00-1
PARCEL ID:
52-00-05164-00-4
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 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
O /E
O /EO/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 O/E O/E
B21
B22
B23
A30
A29 A27
A31A33A34
A35A36
A37 A38
A39 A40
A41A42
A44
A45
A47A48 A49
A50 A51
A53
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
A28 B25
B24
A32
B28
B27
B31 A43
A46
B43
B44 B45
B41
E
E
FL
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
T
T
SAN SAN SAN
W W
G G
SAN
SAN
SAN
(WATERS OF THE U.S./
COMMONWEALTH)
CRESHEIM CREEK
REFERENCE
PLAN #5
(2 ) V
EN
T
DS
CO
PROPANE
TANK
LS
A
MEA
T
PR
OCES
SI
NG
GV
SD INLET
T/G EL 359.37
INV 357.73
INV 357.59
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
SD INLET
T\G EL 360.66
INV 359.29
INV 359.22
GATE
CHAINLINK FENCE
W/ SCREENING
UTILITY POLE
PECO 220/41/10/11GUY POLE #11/3
UTILITY POLE
PECO #6668/11/3
UTILITY POLE
PECO #31830
G
UY G
UY
BRUSH
LS
A
28" TREE
LP
LP
LSA
BLD
G
CONC
(2) EYE WASH
STATIONS
INV 8" PVC
364.00
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
REFERENCE
PLAN #2
SAN MANHOLE
RIM EL 360.40
INV 344.42
SAN MANHOLE
RIM EL 360.81
INV (SEALED)
REFERENCE PLAN #2
INV 18" RCP
345.39
GRASS
CHAINLINK FENCE
W/ BARB WIRE
SAN MANHOLE
RIM EL 349.47
INV (SEALED)
PAVED AREA
CONC
AC
DECK
INV (2)
4" HDPE
365.19
INV (2)
4" HDPE
364.25
CONCRETE
PLANTER BOXES
INV 364.07
LEATHER
RESEARCH
BUILDING
FIN FLR EL 366.21
CONC
BL
OCK
W
AL
L
SPIGOT
GARAGE FLR EL 362.28 REFERENCE PLAN #5
REFERENCE PLAN #3
BM#1
INV 4" PVC
356.87
WOODS
POST
BULLETIN
BOARD
SPIGOT
PO
ST
SAN MANHOLE
RIM EL 347.07
INV 338.15
SAN MANHOLE
RIM EL 354.61
INV 336.71
POSSIBLE CONC
ENCASEMENT
FOR SANITARY
STONE WALL
UTILITY
POLE
NO #
UTILITY POLE
PECO #31832
UTILITY POLE
PECO #33917
BRUSH
6"
6" TREE
WV
(2) WV
UTILITY
POLE
A-82417
UTILITY POLE
PECO #1399
E A S T L A N
E
UTILITY POLE
PECO #33918
UTILITY POLE
PECO #220/41/11A
UTILITY POLE
PECO #6668/11/4B
UTILITY POLE
PECO #33919
UTILITY POLE
PECO #31831
UTILITY
POLE
NO #
NO LITTERING SIGN
EDGE OF PAVEMENT
CONC CURB
4"SWL
4"DBYL
SD
WOODS
REFERENCE PLAN #6
E
E
REFERENCE PLAN #6
H I L LI V Y
R O A D
DOUBLE BOX
CULVERT
5'
24"
18" 38"
20"
26"
42"
40"
16"30"
30"
14" 38"
14"
30"
44"
14" 50" 30"
14"
14"
40"
44"
34"
24" 20"
10"(2) 12"
24"
40" 32"
20"
6" 30"
8" 30"
36"
20"
30" 30"
(2) 36"
30"24" 60"
8"
(2) 50"
20" 44" 16"
44"
18"
(2) 20"
50"
22"
50"
36" 24"
26"
12"
8"
345 350
CONC CURB
N/F
717 IVY HILL INC.
PARCEL ID: 52-00-09472-00-7
CONCRETE
MONUMENT
FOUND
125.00
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
PARCEL ID:
52-00-05164-00-4
MECHANICAL SERVICES
FIN FLR EL 362.48
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
UTILITY
POLE #6786
E
E
10" TREE
6' TREE
C O
N C
W
ALL
PAVEDAREA
A4
A5 A6
A7A8
A9 A12
A10A13 A14
B1 B2
B3
B4B5
B6 B7
A15 A16
A17 A20 A19 A18
B10 B9 B8
A21
B11
B12 B13
A22 B15B16 B17
B14
B18
B19
B20B21
B22
B23
A30
A29
A27 A26 A25
A24
A23
A31
A33
A34
B29
B26
12" TREE
14" TREE
16" TREE
16" TREE
16" TREE
12" TREE
12" TREE
12" TREE
14" TREE
16" TREE
22" TREE
22" TREE6" TREE
8" TREE
24" TREE
24" TREE
36" TREE
10" TREE
20' BUSH
15' BUSH
A3 A2
A11
A28
B25 B24
A32
B28 B27
(WATERS OF THE U.S./
COMMONWEALTH)
E
E
E
E
W
W
FL
W W
E
T T
T
W W
W W
W
W
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
E
SAN
SAN
SYL
SYL
SYL
STONE AREA
CONC
DS
DS
DS
DS
DS
PROPANE
TANK
10" TREE
GRASS
CHAI
NLIN
K
FE
NCE
C O
N C
GUY
ELECTRIC
MANHOLE
RIM = 368.16
PIV
FH
GRASS
WOODS
WOODS
GRASS
POND
WOODS
WOODS
WOODS
WOODS
GRASS
E
UTILITY
POLE #87663
STEPS
SD INLET
T/G EL 361.85
DS
UTILITY
POLE #6785
CHAI
NLIN
K
FE
NCE
B-10
(2) BOLLARDS
(7) POSTS
REFERENCE
PLAN #5
STONE WALL
CO
(2) COLUMNS
VENT
LSA
C O
N
CB-9
CHAINLINK FENCE
W/ BARB WIRE
GATE
GRASS
8" TREES
8" TREE
12" TREE10" TREE
W WELL
PIPEINV 360.57
B-12
SBL
STONE CURB
SBL
REFERENCE
PLAN #1
PAVEDAREA
CONC
GRASS
B-11
CONC
W
WELLREFERENCE
PLAN #5
CO
STONE WALL
LP
SYL
GATE
GUY
UTILITY
POLE #87662
SAN MANHOLE
RIM EL 359.86
INV 351.01
(WATERS OF THE U.S./
COMMONWEALTH)CRESHEIM CREEK
SAN MANHOLE
RIM EL 359.29
INV 346.57
E
REFERENCE
PLAN #5
ELECTRIC
MANHOLE
RIM EL 361.23
INV (SEALED)
CONC
VENT
(2) VENT
DS
CO
PROPANE
TANK
LSA
MEAT
PROCESSING
LAB
FIN FLR EL 361.01
GV
INV 4" TERRA
353.31
INV 8" TERRA
354.29
CHAINLINK FENCE
W/ BARB WIRE
BRUSH
SD INLET
T/G EL 359.37
INV 357.73
INV 357.59
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
SD INLET
T\G EL 360.66
INV 359.29
INV 359.22
GATE
CHAINLINK FENCE
W/ SCREENING
SER
VIC
E BU
ILD
IN
G
FIN
FLR
EL 366.30
CONC
STONE WALL
PAVEDAREA
G U
ID
ER
AIL
REFERENCE
PLAN #1
REFERENCE
PLAN #5
UTILITY POLE
PECO 220/41/10/11
LSA
28" TREE
LP
LP
BLDG
CONC
(2) EYE WASH
STATIONS
INV 8" PVC
364.00
SAN MANHOLE
RIM EL 361.85
INV 356.76
INV 352.00
INV 351.78
INV 351.70
PAVED AREA
B-8
STONE AREA
CONC DOCK
24" TREE 22" TREE
GATE
LP
REFERENCE
PLAN #2
SAN MANHOLE
RIM EL 360.40
INV 344.42
SAN MANHOLE
RIM EL 360.81
INV (SEALED)
INV 18" RCP
345.39
A1
E
REFERENCE PLAN #6
PEDESTAL
REFER
PLAN #6
REFER
PLAN #6
44"
16"
44"
18"
(2) 20"
60"
20"
16" 48"
12"
30"
60"
50" 22"
50"
357355
CONTROL COORDINATE SCHEDULE
BM#1
NORTHING
281,294.94
EASTING
2,686,088.32
ELEVATION
358.94
DESCRIPTION
CP 11
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0002
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
CREEK BED STABILIZATION
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
CEDARVILLE
C E G
CIVIL ENGINEERING ENVIRONMENTAL SERVICES
SURVEYING CONSTRUCTION
159 East High Street, Suite #500 | Pottstown, PA 19464
610.705.4500 (Office) | 610.705.4900 (Fax) www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
40'1"=40' 40' 0
EXISTING CONDITIONS PLANTRUE
NORTH
C-101
EXISTING
CONDITIONS
PLAN
K. MOSER
W. HARCHER
E. TYSON
S. KRAUS
A 11/18/22 35% DESIGN SUBMITTAL SK
B 1/30/23 50% DESIGN SUBMITTAL SK
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
20230671236
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
40'1"=40' 40' 0
EXISTING CONDITIONS PLANTRUE
NORTH
M
AT
C H
L
IN
E
- S
EE
T
H
IS
S H
EE
T
M
ATCH LINE - SEE THIS SHEET
7/ 31/2
EDGE OF PAVEMENT
CONC CURB
N/F
717 IVY HILL INC.
PARCEL ID: 52-00-09472-00-7N/F
JOAN C. MANERO
PARCEL ID: 52-00-09473-00-6
N/F
PECO
PARCEL ID: 52-00-09463-00-7
1-1/2" PIPE
FOUND
(HELD)
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
669.72' S 37°17'11" W
56.50
PARCEL ID:
52-00-05164-00-4
PARCEL ID:
52-00-05167-00-1
PARCEL ID:
52-00-05164-00-4
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 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
O /E
O /EO/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 O/E O/E
B21
B22
B23
A30
A29 A27
A31A33A34
A35A36
A37 A38
A39 A40
A41A42
A44
A45
A47A48 A49
A50 A51
A53
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
A28 B25
B24
A32
B28
B27
B31 A43
A46
B43
B44 B45
B41
E
E
FL
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
T
T
SAN SAN SAN
W W
G G
SAN
SAN
SAN
(WATERS OF THE U.S./
COMMONWEALTH)
CRESHEIM CREEK
REFERENCE
PLAN #5
(2 ) V
EN
T
DS
CO
PROPANE
TANK
LS
A
MEA
T
PR
OCES
SI
NG
GV
SD INLET
T/G EL 359.37
INV 357.73
INV 357.59
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
SD INLET
T\G EL 360.66
INV 359.29
INV 359.22
GATE
CHAINLINK FENCE
W/ SCREENING
UTILITY POLE
PECO 220/41/10/11GUY POLE #11/3
UTILITY POLE
PECO #6668/11/3
UTILITY POLE
PECO #31830
G
UY G
UY
BRUSH
LS
A
28" TREE
LP
LP
LSA
BLD
G
CONC
(2) EYE WASH
STATIONS
INV 8" PVC
364.00
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
REFERENCE
PLAN #2
SAN MANHOLE
RIM EL 360.40
INV 344.42
SAN MANHOLE
RIM EL 360.81
INV (SEALED)
REFERENCE PLAN #2
INV 18" RCP
345.39
GRASS
CHAINLINK FENCE
W/ BARB WIRE
SAN MANHOLE
RIM EL 349.47
INV (SEALED)
PAVED AREA
CONC
AC
DECK
INV (2)
4" HDPE
365.19
INV (2)
4" HDPE
364.25
CONCRETE
PLANTER BOXES
INV 364.07
LEATHER
RESEARCH
BUILDING
FIN FLR EL 366.21
CONC
BL
OCK
W
AL
L
SPIGOT
GARAGE FLR EL 362.28 REFERENCE PLAN #5
REFERENCE PLAN #3
BM#1
INV 4" PVC
356.87
WOODS
POST
BULLETIN
BOARD
SPIGOT
PO
ST
SAN MANHOLE
RIM EL 347.07
INV 338.15
SAN MANHOLE
RIM EL 354.61
INV 336.71
POSSIBLE CONC
ENCASEMENT
FOR SANITARY
STONE WALL
UTILITY
POLE
NO #
UTILITY POLE
PECO #31832
UTILITY POLE
PECO #33917
BRUSH
6"
6" TREE
WV
(2) WV
UTILITY
POLE
A-82417
UTILITY POLE
PECO #1399
E A S T L A N
E
UTILITY POLE
PECO #33918
UTILITY POLE
PECO #220/41/11A
UTILITY POLE
PECO #6668/11/4B
UTILITY POLE
PECO #33919
UTILITY POLE
PECO #31831
UTILITY
POLE
NO #
NO LITTERING SIGN
EDGE OF PAVEMENT
CONC CURB
4"SWL
4"DBYL
SD
WOODS
REFERENCE PLAN #6
E
E
REFERENCE PLAN #6
H I L LI V Y
R O A D
DOUBLE BOX
CULVERT
5'
24"
18" 38"
20"
26"
42"
40"
16"30"
30"
14" 38"
14"
30"
44"
14" 50" 30"
14"
14"
40"
44"
34"
24" 20"
10"(2) 12"
24"
40" 32"
20"
6" 30"
8" 30"
36"
20"
30" 30"
(2) 36"
30"24" 60"
8"
(2) 50"
20" 44" 16"
44"
18"
(2) 20"
50"
22"
50"
TYP
TP
TPTP
TP
TP
TP
TP
36" 24"
26"
12"
8"
TP
TP
TP
TP
TYP
TYP
345 350
D1 D1
D1
D3
D4
D5
D6
D6
D6D8
D9
D10
D10
D10
D10
D10 D10
D9 D9
D11
D11
D11
CONC CURB
N/F
717 IVY HILL INC.
PARCEL ID: 52-00-09472-00-7
CONCRETE
MONUMENT
FOUND
125.00
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
PARCEL ID:
52-00-05164-00-4
MECHANICAL SERVICES
FIN FLR EL 362.48
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
UTILITY
POLE #6786
E
E
10" TREE
6' TREE
C O
N C
W
ALL
PAVEDAREA
A4
A5 A6
A7A8
A9 A12
A10A13 A14
B1 B2
B3
B4B5
B6 B7
A15 A16
A17 A20 A19 A18
B10 B9 B8
A21
B11
B12 B13
A22 B15B16 B17
B14
B18
B19
B20B21
B22
B23
A30
A29
A27 A26 A25
A24
A23
A31
A33
A34
B29
B26
12" TREE
14" TREE
16" TREE
16" TREE
16" TREE
12" TREE
12" TREE
12" TREE
14" TREE
16" TREE
22" TREE
22" TREE6" TREE
8" TREE
24" TREE
24" TREE
36" TREE
10" TREE
20' BUSH
15' BUSH
A3 A2
A11
A28
B25 B24
A32
B28 B27
(WATERS OF THE U.S./
COMMONWEALTH)
E
E
E
E
W
W
FL
W W
E
T T
T
W W
W W
W
W
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
E
SAN
SAN
SYL
SYL
SYL
STONE AREA
CONC
DS
DS
DS
DS
DS
PROPANE
TANK
10" TREE
GRASS
CHAI
NLIN
K
FE
NCE
C O
N C
GUY
ELECTRIC
MANHOLE
RIM = 368.16
PIV
FH
GRASS
WOODS
WOODS
GRASS
POND
WOODS
WOODS
WOODS
WOODS
GRASS
E
UTILITY
POLE #87663
STEPS
SD INLET
T/G EL 361.85
DS
UTILITY
POLE #6785
CHAI
NLIN
K
FE
NCE
B-10
(2) BOLLARDS
(7) POSTS
REFERENCE
PLAN #5
STONE WALL
CO
(2) COLUMNS
VENT
LSA
C O
N
CB-9
CHAINLINK FENCE
W/ BARB WIRE
GATE
GRASS
8" TREES
8" TREE
12" TREE10" TREE
W WELL
PIPEINV 360.57
B-12
SBL
STONE CURB
SBL
REFERENCE
PLAN #1
PAVEDAREA
CONC
GRASS
B-11
CONC
W
WELLREFERENCE
PLAN #5
CO
STONE WALL
LP
SYL
GATE
GUY
UTILITY
POLE #87662
SAN MANHOLE
RIM EL 359.86
INV 351.01
(WATERS OF THE U.S./
COMMONWEALTH)CRESHEIM CREEK
SAN MANHOLE
RIM EL 359.29
INV 346.57
E
REFERENCE
PLAN #5
ELECTRIC
MANHOLE
RIM EL 361.23
INV (SEALED)
CONC
VENT
(2) VENT
DS
CO
PROPANE
TANK
LSA
MEAT
PROCESSING
LAB
FIN FLR EL 361.01
GV
INV 4" TERRA
353.31
INV 8" TERRA
354.29
CHAINLINK FENCE
W/ BARB WIRE
BRUSH
SD INLET
T/G EL 359.37
INV 357.73
INV 357.59
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
SD INLET
T\G EL 360.66
INV 359.29
INV 359.22
GATE
CHAINLINK FENCE
W/ SCREENING
SER
VIC
E BU
ILD
IN
G
FIN
FLR
EL 366.30
CONC
STONE WALL
PAVEDAREA
G U
ID
ER
AIL
REFERENCE
PLAN #1
REFERENCE
PLAN #5
UTILITY POLE
PECO 220/41/10/11
LSA
28" TREE
LP
LP
BLDG
CONC
(2) EYE WASH
STATIONS
INV 8" PVC
364.00
SAN MANHOLE
RIM EL 361.85
INV 356.76
INV 352.00
INV 351.78
INV 351.70
PAVED AREA
B-8
STONE AREA
CONC DOCK
24" TREE 22" TREE
GATE
LP
REFERENCE
PLAN #2
SAN MANHOLE
RIM EL 360.40
INV 344.42
SAN MANHOLE
RIM EL 360.81
INV (SEALED)
INV 18" RCP
345.39
A1
E
REFERENCE PLAN #6
PEDESTAL
REFER
PLAN #6
REFER
PLAN #6
44"
16"
44"
18"
(2) 20"
60"
20"
16" 48"
12"
30"
60"
50" 22"
50"
357355
D2
D1
D3D4
D1
D6
D7
D1
D1
D11
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0002
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
CREEK BED STABILIZATION
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
CEDARVILLE
C E G
CIVIL ENGINEERING ENVIRONMENTAL SERVICES
SURVEYING CONSTRUCTION
159 East High Street, Suite #500 | Pottstown, PA 19464
610.705.4500 (Office) | 610.705.4900 (Fax) www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
40'1"=40' 40' 0
SITE DEMOLITION PLANTRUE
NORTH
C-102
SITE
DEMOLITION
PLAN
K. MOSER
W. HARCHER
E. TYSON
S. KRAUS
A 11/18/22 35% DESIGN SUBMITTAL SK
B 1/30/23 50% DESIGN SUBMITTAL SK
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
20230671236
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. PRIOR TO BEGINNING CLEARING AND GRUBBING OPERATIONS, TREES TO
BE PRESERVED OUTSIDE (STREAM SIDE) OF THE EXISTING CHAIN LINK
FENCE WILL BE FLAGGED BY USDA. CONTRACTOR SHALL COORDINATE
MARKING WITH USDA AND SHALL PROVIDE AT LEAST THREE DAYS NOTICE
OF INTENDED TREE REMOVAL OPERATIONS. NOTE THAT INTENT IS TO
REMOVE APPROXIMATELY 90% OF THE EXISTING TREES TO FACILITATE
GRADING AND BANK STABILIZATION MEASURES OUTSIDE (STREAM SIDE) OF
THE EXISTING CHAIN LINK FENCE. EXCEPT WHERE INDICATED, ALL TREES
INSIDE (BUILDING SIDE) OF THE EXISTING CHAIN LINK FENCE SHALL BE
PROTECTED AND PRESERVED.
4. CONTRACTOR SHALL REMOVE ALL DEBRIS (BRANCHES, REFUSE, LEAVES,
DOWNED TREES, ETC) WITHIN CREEK BED.
5. CONTRACTOR SHALL REMOVE ANY INVASIVE SPECIES OF PLANT MATERIAL
WITHIN THE LIMIT OF WORK, INCLUDING, BUT NOT LIMITED TO
PHYLLOSTACHYS AUREOSULCATA "YELLOW GROOVE BAMBOO" AND
FALLOPIA JAPONICA "JAPANESE KNOTWEED".
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
40'1"=40' 40' 0
SITE DEMOLITION PLANTRUE
NORTH
M
AT
C H
L
IN
E
- S
EE
T
H
IS
S H
EE
T
M
ATCH LINE - SEE THIS SHEET
SHEET KEYNOTES
D1. REMOVE EXISTING CHAIN LINK FENCE.
D2. REMOVE EXISTING CHAIN LINK DOUBLE SWING GATE.
D3. REMOVE EXISTING RAILROAD SIDING.
D4. REMOVE EXISTING STORM DRAIN CULVERT.
D5. CLEAR AND GRUB WOODED AREA 10'-0" FROM EXISTING FENCE LINE.
D6. REMOVE STREAM OBSTRUCTION AND DEBRIS IMMEDIATELY UPSTREAM OF
OBSTRUCTION (APPROXIMATELY 20'-0").
D7. REMOVE EXISTING GRAVEL PILE.
D8. REMOVE AND RELOCATE EXISTING SPIGOT.
D9. REMOVE EXISTING TREE IN ITS ENTIRETY.
D10. CONTRACTOR TO INSTALL TREE PROTECTION FENCE ON
STREAMBANK/UPLAND AREAS AS SHOWN. PROTECT ROOTS AND CANOPY
AS MUCH AS POSSIBLE DURING CONSTRUCTION ACTIVITIES FOR TREES
THAT MAY BE IN STREAMBED, AS SHOWN, PROTECT TO AS LARGE A
DEGREE AS POSSIBLE.
D11. LIMIT OF VEGETATION REMOVAL.
NOTE THAT NOT ALL TREES IN THIS
AREA HAVE BEEN IDENTIFED ON THE
PLANS. CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVAL OF
ANY TREES/VEGETATION WITHIN THE
"LIMIT OF VEGETATION REMOVAL"
LIMIT OF VEGETATION REMOVAL
LEGEND
7/ 31/2
FR
FR
FR
FR
FR
FR
FR
FR
FR
MONTGOMERY COUNTY - SPRINGFIELD TOWNSHIP
CITY OF PHILADELPHIA
EDGE OF PAVEMENT
CONC CURB
N/F
717 IVY HILL INC.
PARCEL ID: 52-00-09472-00-7N/F
JOAN C. MANERO
PARCEL ID: 52-00-09473-00-6
N/F
PECO
PARCEL ID: 52-00-09463-00-7
1-1/2" PIPE
FOUND
(HELD)
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
669.72' S 37°17'11" W
56.50
PARCEL ID:
52-00-05164-00-4
PARCEL ID:
52-00-05167-00-1
PARCEL ID:
52-00-05164-00-4
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 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
O /E
O /EO/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 O/E O/E
B21
B22
B23
A30
A29 A27
A31A33A34
A35A36
A37 A38
A39 A40
A41A42
A44
A45
A47A48 A49
A50 A51
A53
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
A28 B25
B24
A32
B28
B27
B31 A43
A46
B43
B44 B45
B41
E
E
FL
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
T
T
SAN SAN SAN
W W
G G
SAN
SAN
SAN
(WATERS OF THE U.S./
COMMONWEALTH)
CRESHEIM CREEK
REFERENCE
PLAN #5
(2 ) V
EN
T
DS
CO
PROPANE
TANK
LS
A
MEA
T
PR
OCES
SI
NG
GV
SD INLET
T/G EL 359.37
INV 357.73
INV 357.59
INV 12" CMP
350.17
SD MANHOLE
RIM EL 358.99
INV 355.69
INV 355.59
SD INLET
T\G EL 360.66
INV 359.29
INV 359.22
GATE
CHAINLINK FENCE
W/ SCREENING
UTILITY POLE
PECO 220/41/10/11GUY POLE #11/3
UTILITY POLE
PECO #6668/11/3
UTILITY POLE
PECO #31830
G
UY G
UY
BRUSH
LS
A
28" TREE
LP
LP
LSA
BLD
G
CONC
(2) EYE WASH
STATIONS
INV 8" PVC
364.00
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
LP
48" TREEGRASS
24" TREE
REFERENCE
PLAN #2
SAN MANHOLE
RIM EL 360.40
INV 344.42
SAN MANHOLE
RIM EL 360.81
INV (SEALED)
REFERENCE PLAN #2
INV 18" RCP
345.39
GRASS
SAN MANHOLE
RIM EL 349.47
INV (SEALED)
PAVED AREA
CONC
AC
DECK
INV (2)
4" HDPE
365.19
INV (2)
4" HDPE
364.25
CONCRETE
PLANTER BOXES
INV 364.07
LEATHER
RESEARCH
BUILDING
FIN FLR EL 366.21
CONC
BL
OCK
W
AL
L
SPIGOT
GARAGE FLR EL 362.28 REFERENCE PLAN #5
REFERENCE PLAN #3
BM#1
INV 4" PVC
356.87
WOODS
POST
BULLETIN
BOARD
PO
ST
SAN MANHOLE
RIM EL 347.07
INV 338.15
SAN MANHOLE
RIM EL 354.61
INV 336.71
POSSIBLE CONC
ENCASEMENT
FOR SANITARY
STONE WALL
UTILITY
POLE
NO #
UTILITY POLE
PECO #31832
UTILITY POLE
PECO #33917
BRUSH
6"
6" TREE
WV
(2) WV
UTILITY
POLE
A-82417
UTILITY POLE
PECO #1399
E A S T L A N
E
UTILITY POLE
PECO #33918
UTILITY POLE
PECO #220/41/11A
UTILITY POLE
PECO #6668/11/4B
UTILITY POLE
PECO #33919
UTILITY POLE
PECO #31831
UTILITY
POLE
NO #
NO LITTERING SIGN
EDGE OF PAVEMENT
CONC CURB
4"SWL
4"DBYL
SD
WOODS
REFERENCE PLAN #6
E
E
REFERENCE PLAN #6
H I L LI V Y
R O A D
DOUBLE BOX
CULVERT
24"
20"
26"
42"
40"
16"30"
30"
30"
44"
40" 32"
60"
(2) 50"
20"
50"
22"
50"
36" 24"
26"
345 350
5'
5'
4 5 6
1 12
0+00
1+00
2+
3+00
4+00 5+00 6+00
7+00 8+00
9+00
0+00
1+00
2+
3+00
4+00 5+00 6+00
7+00 8+00
9+00
FR FR
FR
FR
FR
CONC CURB
N/F
717 IVY HILL INC.
PARCEL ID: 52-00-09472-00-7
CONCRETE
MONUMENT
FOUND
125.00
LEGAL RIGHT-OF-WAY
LEGAL RIGHT-OF-WAY
PARCEL ID:
52-00-05164-00-4
MECHANICAL SERVICES
FIN FLR EL 362.48
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
UTILITY
POLE #6786
E
E
10" TREE
6' TREE
C O
N C
W
ALL
PAVEDAREA
A4
A5 A6
A7A8
A9 A12
A10A13 A14
B1 B2
B3
B4B5
B6 B7
A15 A16
A17 A20 A19 A18
B10 B9 B8
A21
B11
B12 B13
A22 B15B16 B17
B14
B18
B19
B20B21
B22
B23
A30
A29
A27 A26 A25
A24
A23
A31
A33
A34
B29
B26
12" TREE
14" TREE
16" TREE
16" TREE
16" TREE
12" TREE
12" TREE
12" TREE
14" TREE
16" TREE
22" TREE
22" TREE6" TREE
8" TREE
24" TREE
24" TREE
36" TREE
10" TREE
20' BUSH
15' BUSH
A3 A2
A11
A28
B25 B24
A32
B28 B27
(WATERS OF THE U.S./
COMMONWEALTH)
E
E
E
E
W
W
FL
W W
E
T T
T
W W
W W
W
W
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
E
SAN
SAN
SYL
SYL
SYL
STONE AREA
CONC
DS
DS
DS
DS
DS
PROPANE
TANK
10" TREE
GRASS
CHAI
NLIN
K
FE
NCE
C O
N C
GUY
ELECTRIC
MANHOLE
RIM = 368.16
PIV
FH
GRASS
WOODS
WOODS
GRASS
POND
WOODS
WOODS
WOODS
WOODS
GRASS
E
UTILITY
POLE #87663
STEPS
SD INLET
T/G EL 361.85
DS
UTILITY
POLE #6785
CHAI
NLIN
K
FE
NCE
B-10
(2) BOLLARDS
(7) POSTS
REFERENCE
PLAN #5
STONE WALL
CO
(2) COLUMNS
VENT
LSA
C O
N
CB-9
CHAINLINK FENCE
W/ BARB WIRE
GATE
GRASS
8" TREES
8" TREE
12" TREE10" TREE
W WELL
PIPEINV 360.57
B-12
SBL
STONE CURB
SBL
REFERENCE
PLAN #1
PAVEDAREA
CONC
GRASS
B-11
CONC
W
WELLREFERENCE
PLAN #5
CO
STONE WALL
LP
SYL
GATE
GUY
UTILITY
POLE #87662
SAN MANHOLE
RIM EL 359.86
INV 351.01
(WATERS OF THE U.S./
COMMONWEALTH)CRESHEIM CREEK
SAN MANHOLE
RIM EL 359.29
INV 346.57
E
REFERENCE
PLAN #5
ELECTRIC
MANHOLE
RIM EL 361.23
INV (SEALED)
CONC
VENT
(2) VENT
DS
CO
PROPANE
TANK
LSA
MEAT
PROCESSING
LAB
FIN FLR EL 361.01
GV
INV 4" TERRA
353.31
INV 8" TERRA
354.29
CHAINLINK FENCE
W/ BARB WIRE
BRUSH
SD INLET
T/G EL 359.37
INV 357.73
INV 357.59
INV 12" CMP
350.17
SD MANHOLE
RIM EL 358.99
INV 355.69
INV 355.59
SD INLET
T\G EL 360.66
INV 359.29
INV 359.22
GATE
CHAINLINK FENCE
W/ SCREENING
SER
VIC
E BU
ILD
IN
G
FIN
FLR
EL 366.30
CONC
STONE WALL
PAVEDAREA
G U
ID
ER
AIL
REFERENCE
PLAN #1
REFERENCE
PLAN #5
UTILITY POLE
PECO 220/41/10/11
LSA
28" TREE
LP
LP
BLDG
CONC
(2) EYE WASH
STATIONS
INV 8" PVC
364.00
SAN MANHOLE
RIM EL 361.85
INV 356.76
INV 352.00
INV 351.78
INV 351.70
PAVED AREA
B-8
STONE AREA
CONC DOCK
24" TREE 22" TREE
LP
REFERENCE
PLAN #2
SAN MANHOLE
RIM EL 360.40
INV 344.42
SAN MANHOLE
RIM EL 360.81
INV (SEALED)
INV 18" RCP
345.39
A1
E
REFERENCE PLAN #6
PEDESTAL
REFER
PLAN #6
REFER
PLAN #6
60"
20"
16" 48"
12"
30"
60"
50" 22"
50"
357355
7+00
8+00
9+00
10+00
11+00 12+00
13+00
14+00
+0
0 15+31
7+00
8+00
9+00
10+00
11+00 12+00
13+00
14+00
+0
0 15+31
COORDINATE SCHEDULE
POINT #
NORTHING
280778.75
280782.28
280799.36
281052.59
281082.57
281315.99
281387.82
281398.37
281472.93
281501.57
281527.46
281534.77
281534.59
EASTING
2685760.89
2685756.04
2685768.95
2685960.36
2685983.02
2686142.30
2686211.84
2686222.06
2686271.03
2686280.54
2686291.50
2686307.85
2686328.73
DESCRIPTION
END OF FENCE
FENCE CORNER/TIE-IN TO
EXIST FENCE
GATE POST
GATE POST
FENCE CORNER
FENCE CORNER
GATE POST
FENCE CORNER
FENCE CORNER
FENCE CORNER
FENCE CORNER
FENCE CORNER
TIE-IN TO EXIST FENCE
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0002
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
CREEK BED STABILIZATION
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
CEDARVILLE
C E G
CIVIL ENGINEERING ENVIRONMENTAL SERVICES
SURVEYING CONSTRUCTION
159 East High Street, Suite #500 | Pottstown, PA 19464
610.705.4500 (Office) | 610.705.4900 (Fax) www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
40'1"=40' 40' 0
SITE LAYOUT PLANTRUE
NORTH
C-111
SITE
LAYOUT
PLAN
K. MOSER
W. HARCHER
E. TYSON
S. KRAUS
A 11/18/22 35% DESIGN SUBMITTAL SK
B 1/30/23 50% DESIGN SUBMITTAL SK
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
20230671236
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
40'1"=40' 40' 0
SITE LAYOUT PLANTRUE
NORTH
M
AT
C H
L
IN
E
- S
EE
T
H
IS
S H
EE
T
M
ATCH LINE - SEE THIS SHEET
SHEET KEYNOTES
1. CHAIN LINK FENCE. REFER TO DETAIL ON SHEET C-511.
2. CHAIN LINK PERSONNEL GATE. REFER TO DETAIL ON SHEET C-511.
3. INSTALL STONE SILL TO MAINTAIN THALWEG THROUGH WEST CULVERT
BARREL.
4. EXCAVATE AND REGRADE POINT BAR FOR FLOOD BENCH.
5. RELOCATED SPIGOT.
6. EXCAVATE AND REGRADE POINT BAR FOR FLOOD BENCH.
7. EXCAVATE AND REGRADE POINT BAR.
8. EXCAVATE POINT BAR, REGRADE TO FLOOD BENCH.
9. ROOT WAD. REFER TO DETAIL ON SHEET C-521.
10. POSITION CHAIN LINK FENCE FOUNDATIONS TO STRADDLE STREAM BED.
PLACE EXISTING BOULDERS UPSTREAM OF CHAIN LINK FENCE TO PROTECT
FENCE POSTS FROM DEBRIS ACCUMULATION.
7/ 31/2
FR
FR
FR
FR
FR FR
FR
FRFR
FR
FR
FR
FR
FR
FR
FR
FRFR
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
669.72'
0+00
1+00
2+
3+00
4+00
1a
1a 3
1a
1b
1b
350 345
345345
4 5
2H :1
V
2H :1V
2H :1V
2H :1V
2H :1
V
2H :1V
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 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 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
A40
A41
A42
A44
A45
A47
A48
A49
A50
A51A53
B56
B54
B53
B52
B51
B50
B49 B48
B47
B46
B42 B40 B39
B38
B37
B55
A52
A43
A46
B43
B44 B45
B41
SAN
SAN
SAN
SAN
(WATERS OF THE U.S./
COMMONWEALTH)
CRESHEIM CREEK
SAN MANHOLE
RIM EL 349.47
INV (SEALED)
WOODS
PO
ST
SAN MANHOLE
RIM EL 347.07
INV 338.15
POSSIBLE CONC
ENCASEMENT
FOR SANITARY
STONE WALL
UTILITY
POLE
NO #
BRUSH
6"
6" TREE
UTILITY
POLE
A-82417
L A N E
UTILITY POLE
PECO #220/41/11A
UTILITY POLE
PECO #6668/11/4B
WOODS
DOUBLE BOX
CULVERT
24"
20"
26"
42"
40"
16"30"
30"
30"
44"
40" 32"
36" 24"
26"
345 350
0+00
1+00
2+
3+00
4+00
1a
1a 3
1a
1b
1b
350 345
345345
4 5
2H :1
V
2H :1V
2H :1V
2H :1V
2H :1
V
2H :1V
FR
FR
S 37°17'11" W
PARCEL ID:
52-00-05164-00-4
4+00 5+00 6+00
7+00 8+00
9+00
1a
1a
1a
1a
2H :1
V
2H :1
V
2H :1
V
2H :1
V
2H :1
V
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 O/E O/E O/E O/E O/E O/E O/E O/E
B22
B23
A30
A29
A31 A33
A34
A35
A36
A37
A38
A39
A40
A41
B40 B39
B38
B37
B36 B35
B34 B33
B32
B30
B29 B26
A28
B25 B24
A32
B28
B27
B31
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN SAN SAN
SAN
SAN
SAN
(WATERS OF THE U.S./
COMMONWEALTH)
CRESHEIM CREEK
SD INLET
T/G EL 359.37
INV 357.73
INV 357.59
INV 12" CMP
350.17
SD MANHOLE
RIM EL 358.99
INV 355.69
INV 355.59
UTILITY POLE
PECO 220/41/10/11
GUY POLE #11/3
G
UY GU
Y
BRUSH
SAN MANHOLE
RIM EL 361.85
INV 356.76
INV 352.00
INV 351.78
INV 351.70
B-8
24" TREE
22" TREE
LP
REFERENCE
PLAN #2
SAN MANHOLE
RIM EL 360.40
INV 344.42
SAN MANHOLE
RIM EL 360.81
INV (SEALED)
REFERENCE PLAN #2
INV 18" RCP
345.39
GRASS
SAN MANHOLE
RIM EL 349.47
INV (SEALED)
BM#1
INV 4" PVC
356.87
E
E
E REFERENCE PLAN #6
40" 32"
60"
(2) 50"
20"
50"
22"
50"
36" 24"
26"
4+00 5+00 6+00
7+00 8+00
9+00
1a
1a
1a
1a
2H :1
V
2H :1
V
2H :1
V
2H :1
V
2H :1
V
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0002
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
CREEK BED STABILIZATION
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
CEDARVILLE
C E G
CIVIL ENGINEERING ENVIRONMENTAL SERVICES
SURVEYING CONSTRUCTION
159 East High Street, Suite #500 | Pottstown, PA 19464
610.705.4500 (Office) | 610.705.4900 (Fax) www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
20' 20'1"=20' 0
SITE GRADING PLANTRUE
NORTH
C-121
SITE
GRADING
PLAN
K. MOSER
W. HARCHER
E. TYSON
S. KRAUS
A 11/18/22 35% DESIGN SUBMITTAL SK
B 1/30/23 50% DESIGN SUBMITTAL SK
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
20230671236
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 CREEK CROSS-SECTION SEE SHEETS C-321 THRU C-324.
4. SAWCUT EXISTING STORM DISCHARGE PIPING, AS NECESSARY, TO
PROVIDE TRANSITION TO NEWLY GRADED SLOPE. A MAXIMUM OF 2 FEET
OF THE PIPE END SHALL BE EXPOSED.
SHEET KEYNOTES
1. RIPRAP LINING. REFER TO TYPICAL RIPRAP TOE PROTECTION DETAIL ON
SHEET C-521.
a. R-4, 18-INCH NOMINAL PLACEMENT THICKNESS, MIN.
b. R-5, 27-INCH NOMINAL PLACEMENT THICKNESS, MIN.
2. FIBER ROLL. REFER TO FIBER ROLLS DETAIL ON SHEET C-521.
3. EROSION CONTROL BLANKET. REFER TO EROSION CONTROL BLANKET
INSTALLATION AND EROSION CONTROL BLANKET SLOPE INSTALLATION
DETAILS ON SHEET C-703.
4. LIVE STAKES. REFER TO THE RIRAP STREAMBANK PROTECTION WITH LIVE
STAKES DETAIL ON SHEET C-521.
5. BRANCHPACKING. REFER TO DETAIL ON SHEET C-521.
6. SUPPORT AND PROTECT EXISTING SANITARY PIPING DURING RIPRAP
PLACEMENT. PROVIDE 12" MIN AASHTO 57 AROUND PIPE.
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-121 C-121
C-122
C-
20' 20'1"=20' 0
SITE GRADING PLANTRUE
NORTH
M
ATC
H
LIN
E - SEE TH
IS SH
EET
M
ATC
H
LIN
E - SEE TH
IS SH
EET
MATCH LI
NE - S
EE C
-12
STABILIZATION LEGEND
BRANCHPACKING
LIVE STAKES
RIPRAP LINING
EROSION CONTROL BLANKET
ROOT WAD
7/ 31/2
FR FR
FR
FR
FR
FR
FR
FR
FR
FR
CONCRETE
MONUMENT
FOUND
9+00
10+00
11+00
12+00
1a
1a
1b
2H :1
V 2H :1V
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
E
E
E
E
E
A16A17
A20 A19
A18
B10 B9
B8
A21
B11
B12B13
A22
B15
B16
B17
B14
B18
B19
B20
B21
B22
B23
A30
A29
A27
A26
A25
A24
A23 A28
E E E
E
W W
W
FL
T
W
W
W
W
W
W
SAN
SAN
SAN
SAN
SAN
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
E
E
SAN
SYLDS
PIV
FH
GRASS
GRASS
WOODS
POLE #6785
C H
AI
N
LI
N
K
FE
N C
E
(7) POSTS
REFERENCE
PLAN #5
STONE WALL
CO
B-9
GATE
B-12
SB
L
STONE CURB
SBL
REFERENCE
PLAN #1
PAVEDAREA
CONC
GRASS
B-11
CONC
W
WELL
REFERENCE
PLAN #5
CO
STONE WALL
LP
SYL
GATE GUY
UTILITYPOLE #87662
SAN MANHOLE
RIM EL 359.86
INV 351.01
SAN MANHOLE
RIM EL 359.29
INV 346.57
ELECTRICMANHOLERIM EL 361.23
INV (SEALED)
CONC
VENT
(2) VENT
DS
CO
PROPANETANK
LSA
MEAT
PROCESSING
LAB
FIN FLR EL 361.01
GV
INV 4" TERRA
353.31
INV 8" TERRA
354.29
CHAINLINK FENCE
W/ BARB WIRE
SD SD
BRUSH
SD INLETT/G EL 359.37
INV 357.73INV 357.59
INV 12" CMP
350.17
SD MANHOLE
RIM EL 358.99
INV 355.69INV 355.59
W/ SCREENING
INV 352.00INV 351.78INV 351.70
24" TREE
22" TREE
REFERENCE
PLAN #2
SAN MANHOLE
RIM EL 360.40
INV 344.42
REFERPLAN #6
60" 20"
16"
48"
12"
30"
60"
22"
50"
358357
9+00
10+00
11+00
12+00
1a
1a
1b
2H :1
V 2H :1V
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0002
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
CREEK BED STABILIZATION
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
CEDARVILLE
C E G
CIVIL ENGINEERING ENVIRONMENTAL SERVICES
SURVEYING CONSTRUCTION
159 East High Street, Suite #500 | Pottstown, PA 19464
610.705.4500 (Office) | 610.705.4900 (Fax) www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
C-122
SITE
GRADING
PLAN
K. MOSER
W. HARCHER
E. TYSON
S. KRAUS
A 11/18/22 35% DESIGN SUBMITTAL SK
B 1/30/23 50% DESIGN SUBMITTAL SK
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
20230671236
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 CREEK CROSS-SECTION SEE SHEETS C-321 THRU C-324.
4. SAWCUT EXISTING STORM DISCHARGE PIPING, AS NECESSARY, TO
PROVIDE TRANSITION TO NEWLY GRADED SLOPE. A MAXIMUM OF 2 FEET
OF THE PIPE END SHALL BE EXPOSED.
SHEET KEYNOTES
1. RIPRAP LINING. REFER TO TYPICAL RIPRAP TOE PROTECTION DETAIL ON
SHEET C-521.
a. R-4, 18-INCH NOMINAL PLACEMENT THICKNESS, MIN.
b. R-5, 27-INCH NOMINAL PLACEMENT THICKNESS, MIN.
2. FIBER ROLL. REFER TO FIBER ROLLS DETAIL ON SHEET C-521.
3. EROSION CONTROL BLANKET. REFER TO EROSION CONTROL BLANKET
INSTALLATION AND EROSION CONTROL BLANKET SLOPE INSTALLATION
DETAILS ON SHEET C-703.
4. LIVE STAKES. REFER TO THE RIRAP STREAMBANK PROTECTION WITH LIVE
STAKES DETAIL ON SHEET C-521.
5. BRANCHPACKING. REFER TO DETAIL ON SHEET C-521.
6. SUPPORT AND PROTECT EXISTING SANITARY PIPING DURING RIPRAP
PLACEMENT. PROVIDE 12" MIN AASHTO 57 AROUND PIPE.
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-121 C-121
C-122 20' 20'1"=20' 0
SITE GRADING PLANTRUE
NORTH
MATCH LINE - SEE C-121
STABILIZATION LEGEND
BRANCHPACKING
LIVE STAKES
RIPRAP LINING
EROSION CONTROL BLANKET
ROOT WAD
7/ 31/2
0+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
0.
7.
6.
6.
4.
3.
8.
4.
7.
7.
6.
7.
0+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
6.
6.
6.
6.
5.
8.
1.
4.
8.
1.
7.
2.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
1+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
5.
3.
2.
1.
1.
9.
0.
9.
8.
8.
8.
1.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
1+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
6.
6.
4.
2.
1.
9.
2.
6.
1.
2.
1.
2.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
2+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
6.
4.
3.
2.
1.
0.
2.
2.
4.
7.
0.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
2+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
6.
3.
2.
2.
1.
9.
2.
0.
1.
1.
1.
3.
3.
2.
1.
1.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
1.
6.
0.
2.
7.
2.
3.
5.
2.
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
EXISTING SANITARY EXISTING SANITARY
EXISTING SANITARY
EXISTING SANITARY
0+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
0.
7.
6.
6.
4.
3.
8.
4.
7.
7.
6.
7.
0+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
6.
6.
6.
6.
5.
8.
1.
4.
8.
1.
7.
2.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
1+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
5.
3.
2.
1.
1.
9.
0.
9.
8.
8.
8.
1.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
1+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
6.
6.
4.
2.
1.
9.
2.
6.
1.
2.
1.
2.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
2+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
6.
4.
3.
2.
1.
0.
2.
2.
4.
7.
0.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
2+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
6.
3.
2.
2.
1.
9.
2.
0.
1.
1.
1.
3.
3.
2.
1.
1.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
FINISH GRADE
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
1.
6.
0.
2.
7.
2.
3.
5.
2.
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
EXISTING SANITARY EXISTING SANITARY
EXISTING SANITARY
EXISTING SANITARY
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0002
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
CREEK BED STABILIZATION
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
CEDARVILLE
C E G
CIVIL ENGINEERING ENVIRONMENTAL SERVICES
SURVEYING CONSTRUCTION
159 East High Street, Suite #500 | Pottstown, PA 19464
610.705.4500 (Office) | 610.705.4900 (Fax) www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
C-321
CREEK
SECTIONS
K. MOSER
W. HARCHER
E. TYSON
S. KRAUS
A 11/18/22 35% DESIGN SUBMITTAL SK
B 1/30/23 50% DESIGN SUBMITTAL SK
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
20230671236
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.
CREEK SECTION 1
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
CREEK SECTION 2
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
CREEK SECTION 3
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
CREEK SECTION 4
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
CREEK SECTION 5
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
CREEK SECTION 6
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
7/ 31/2
3+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
4.
3.
3.
3.
3.
0.
1.
1.
1.
1.
1.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
3+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
8.
8.
7.
7.
6.
8.
5.
7.
9.
1.
2.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
4+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
9.
9.
8.
7.
4.
1.
3.
6.
8.
1.
2.
4.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
4+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
0.
9.
9.
8.
7.
1.
3.
7.
9.
0.
2.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
5+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
1.
0.
0.
8.
5.
2.
5.
9.
1.
3.
3.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
5+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
3.
2.
2.
1.
8.
2.
5.
9.
0.
1.
3.
6.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE EXISTING GRADE
FINISH GRADE
FINISH GRADE FINISH GRADE
FINISH GRADE FINISH GRADE
FINISH GRADE
6.
1.
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
EXISTING SANITARY
EXISTING SANITARY
EXISTING SANITARY
EXISTING SANITARY EXISTING SANITARY
3+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
4.
3.
3.
3.
3.
0.
1.
1.
1.
1.
1.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
3+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
8.
8.
7.
7.
6.
8.
5.
7.
9.
1.
2.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
4+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
9.
9.
8.
7.
4.
1.
3.
6.
8.
1.
2.
4.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
4+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
0.
9.
9.
8.
7.
1.
3.
7.
9.
0.
2.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
5+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
1.
0.
0.
8.
5.
2.
5.
9.
1.
3.
3.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
5+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
3.
2.
2.
1.
8.
2.
5.
9.
0.
1.
3.
6.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE EXISTING GRADE
FINISH GRADE
FINISH GRADE FINISH GRADE
FINISH GRADE FINISH GRADE
FINISH GRADE
6.
1.
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
FGL
FGR
EXISTING SANITARY
EXISTING SANITARY
EXISTING SANITARY
EXISTING SANITARY EXISTING SANITARY
CONSULTANTS
ISSUE BLOCK
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
COPYRIGHT:
SHEET TITLEA
B
C
3019705-0002
MARK DATE DESCRIPTION BY
D
32 4 5
STV INCORPORATED
32 4 51
PROJECT IDENTIFICATION
SEALS
UNITED STATES
DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH
SERVICE
CREEK BED STABILIZATION
EASTERN REGIONAL
RESEARCH CENTER
600 EAST MERMAID LANE
WYNDMOOR, PENNSYLVANIA
CEDARVILLE
C E G
CIVIL ENGINEERING ENVIRONMENTAL SERVICES
SURVEYING CONSTRUCTION
159 East High Street, Suite #500 | Pottstown, PA 19464
610.705.4500 (Office) | 610.705.4900 (Fax) www.stvinc.com
STV Incorporated 205 West Welsh Drive
Douglassville, Pennsylvania tel: 610-385-8200 fax: 610-385-8501
C-322
E. TYSON
S. KRAUS
A 11/18/22 35% DESIGN SUBMITTAL SK
B 1/30/23 50% DESIGN SUBMITTAL SK
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
20230671236
CREEK SECTION 7
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
CREEK SECTION 8
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
CREEK SECTION 9
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
CREEK SECTION 10
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
CREEK SECTION 11
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
CREEK SECTION 12
20' 20'020'
4'1"= HORIZ
VERT 4' 4'0
7/ 31/2
6+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
5.
4.
2.
9.
4.
2.
8.
1.
2.
3.
3.
9.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
6+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
3.
3.
1.
0.
9.
4.
4.
6.
0.
2.
5.
2.
2.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
7+00.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
8.
7.
7.
1.
5.
4.
8.
2.
5.
5.
5.
4.
9.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
7+50.00
0 10 20 30 40 50 600-10-20-30-40-50-60
EG
FG
FG
9.
9.
8.
6.
7.
2.
4.
1.
6.
6.
7.
6.
1.
6.
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
8+00.00
0 10 20 30 40 50…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .