3-Drawings.pdf
PDF 23 MB Posted
- Attached to
- 1591 East Canal Road House Demo
- Solicitation number
- Not on record
- Issued by
- York County, Pennsylvania
About this file
These bid drawings detail the Virginia Avenue Sewer Replacement project for Dover Township in York County, Pennsylvania, prepared by Buchart Horn, Inc. in March 2025. The project involves replacing approximately 1.5 miles of existing 8-inch asbestos cement sewer pipe with new 8-inch PVC sewer pipe along Virginia Avenue, Cardinal Lane, Brookside Avenue, and several intersecting streets. The project includes installing new sewer laterals to property lines, replacing manholes, performing road restoration, and implementing erosion and sediment control measures. The work will involve excavation, pipe installation, backfilling, and surface restoration across multiple residential streets, with careful consideration of existing utilities, property boundaries, and site conditions.
The project drawings indicate a comprehensive infrastructure upgrade with detailed plans for trench excavation, pipe bedding, manhole replacement, and surface restoration. The total project includes replacing sewer infrastructure across approximately 25 station points (ranging from 0+00 to 25+72), with specific attention to maintaining existing service connections and minimizing disruption to residential properties. Cost and funding details are not explicitly outlined in the drawings, but the project appears to be a planned municipal infrastructure improvement targeting aging sewer infrastructure. The bid drawings include extensive technical details such as site plans, profiles, erosion control plans, and specific restoration techniques for different surface types, suggesting a thorough and methodical approach to the municipal infrastructure replacement project.
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DOVER TOWNSHIP
SEPTEMBER 2025
VIRGINIA AVENUE SEWER REPLACEMENT
BH PROJECT NO. 77551-00
YORK COUNTY, PENNSYLVANIA
BID DRAWINGS
PROJECT LOCATION MAP
NOT TO SCALE
NORTH
DRAWING INDEX
SHEET NO. SHEET TITLE
GENERAL
G-001 COVER SHEET
G-002 LEGEND, ABBREVIATIONS & GENERAL NOTES
CIVIL
C-101 SITE PLAN AND PROFILE
C-102 SITE PLAN AND PROFILE
C-103 SITE PLAN AND PROFILE
C-104 SITE PLAN AND PROFILE
C-105 SITE PLAN AND PROFILE CARDINAL LANE
C-106 SITE PLAN AND PROFILE BROOKSIDE AVENUE
C-501 DETAILS
C-502 DETAILS
C-503 DETAILS
CIVIL - EROSION AND SEDIMENT CONTROL
CE-001 EROSION & SEDIMENT CONTROL-KEY MAP, LEGEND & NOTES
CE-002 EROSION & SEDIMENT CONTROL NOTES
CE-101 EROSION & SEDIMENT CONTROL - SITE RESTORATION PLAN
CE-102 EROSION & SEDIMENT CONTROL - SITE RESTORATION PLAN
CE-103 EROSION & SEDIMENT CONTROL - SITE RESTORATION PLAN
CE-501 EROSION & SEDIMENT CONTROL DETAILS
AutoCAD SHX Text
PROJECT LOCATION
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
0+
2+
4+
6+
8+
+0
+0
+0
+0
+0
+0
+0
+0
+7
0+00
2+00
4+00
6+00
0+
2+
4+
6+
8+
+0
+5
BID DRAWINGSJ:\
PR
OJ
\77
1-
\08
-C
AD
D\
-C
IV
IL\
1-
_G
-0
IN
DE
X
LE
GE
ND
.D W
G /G
-0 02/
9/1 8/2
5 9
:57 A
M/B ritn er
Da vid
PROJECT NO:
CHECKED BY:
ISSUED DATE:
SHEET NO:
DRAWN BY:
© BUCHART HORN, INC.
MA
RK
IS
SU
ED
D
AT
E
DE
SC
RI
PT
IO
N
RE
VI
SI
ON
S
SHEET TITLE:
77551-00
VI
RG
IN
IA
A
VE
S
EW
ER
R
EP
LA
CE
ME
NT
DO
VE
R
TO
W
NS
HI
P, D
OV
ER
P A.
DO
VE
R
TO
W
NS
HI
P, Y
OR
K
CO
UN
TY
DO
VE
R
TO
W
NS
HI
P
W
ES
T
CA
NA
L R
OA
D
DO
VE
R, P
A
MARCH 2025
CALL BEFORE YOU DIG !
1-800-242-1776 Pennsylvania One Call System, Inc.
WORKING DAYS IN DESIGN STAGE - STOP CALL
DAYS NOTICE FOR CONSTRUCTION PHASE AND 10
PENNSYLVANIA LAW REQUIRES 3 WORKING
SERIAL NO. 20252611008
Know what's below.
before you dig.Call
R
LEGEND
365 EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
MUNICIPAL BOUNDARY
RIGHT-OF-WAY LINE
PROPERTY LINE
OVERHEAD UTILITY
SS SANITARY SEWER
SD STORM DRAIN
EDGE ACCESS PATH (UNPAVED)
TREE LINE
EDGE OF WATER
PROPOSED 1 12" MILL & OVERLAY
LOD LIMIT OF DISTURBANCE BOUNDARY
FLOODWAY
100 YR 100 YEAR FLOODPLAIN
SOILS BOUNDARY
TS
SS
TOPSOIL STOCKPILE
SUBSOIL STOCKPILE
EROSION CONTROL MAT / BLANKET
SCO
TREE / SHRUB
SIGN
UTILITY POLE
SEWER CLEANOUT
EASEMENT LINE
PROPOSED SEWER LATERAL
PANELLA CLEANOUT CAP
1. TOPOGRAPHY AND PHYSICAL FEATURES SHOWN HEREON WERE OBTAINED FROM A FIELD SURVEY PERFORMED BY WEBER SURVEYORS, COMPLETED ON NOVEMBER 21, 2024. DRONE AERIAL PHOTOGRAPHY FLOWN ON NOVEMBER 12, 2024.
2. COORDINATE SYSTEM: PA STATE PLANE, SOUTH ZONE - 3702, REF FRAME: NAD83(2011) EPOCH 2010.00.
COMBINED SCALE FACTOR: 0.999973
VERTICAL DATUM: NAVD88 (GEOID 18)
BENCHMARK: 'X' CUT ON BONNET BOLT OVER MAIN CONNECT OF THE FIRE HYDRANT LOCATED ON THE SOUTHWESTERLY CORNER OF VIRGINIA AVENUE AND BROOKSIDE AVENUE. SEE PLAN.
ELEVATION: 483.03
CONTOUR INTERVAL: 1 FOOT
3. UNDERGROUND UTILITIES ARE SHOWN ACCORDING TO INFORMATION PROVIDED BY OTHERS AND MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION, EXCAVATION OR BLASTING. THE ACTUAL LOCATIONS OF THESE UTILITIES HAVE NOT BEEN FIELD VERIFIED AND THE LOCATIONS ARE APPROXIMATE. WEBER SURVEYORS DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE, OR GUARANTEE THAT THE UNDERGROUND UTILITY LOCATION PROVIDED BY OTHERS AND REFLECTED ON THESE DRAWINGS IS CORRECT AND ACCURATE. WEBER SURVEYORS ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES INCURRED AS A RESULT OF UNDERGROUND UTILITIES OMITTED OR INACCURATELY SHOWN.
4. ALL FEATURES SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.
5. NO BOUNDARY SURVEY WAS PERFORMED AS PART OF THIS SURVEY. PROPERTY LINES SHOWN HEREON ARE APPROXIMATE AND SHOWN FOR GRAPHIC PURPOSES ONLY.
6. ANY REVISIONS MADE TO THESE PLANS AFTER THE DATE OF PLAN PREPARATION OR LATEST REVISION DATE SHALL NOT BE THE RESPONSIBILITY OF WEBER SURVEYORS.
G-002
DRAWING INDEX
ABBREVIATIONS,
LEGEND &
GENERAL NOTES
DB
DG
ABBREVIATIONS
GENERAL NOTES:
1. SURVEY DATA PROVIDED BY WEBER SURVEYORS, MOUNTVILLE, PA. ALL UTILITIES SHOWN ARE APPROXIMATE IN LOCATION AND DEPTH. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATIONS, DEPTHS, AND CONDITIONS IN THE FIELD WITH THE REPRESENTATIVE
OF THE UTILITY IN QUESTION. THE ENGINEER AND OWNER DO NOT ASSUME ANY RESPONSIBILITY FOR ACCURACY OR SUFFICIENCY OF THE DATA PROVIDED ON THE EXISTING UTILITIES, AND FURTHERMORE, WILL ASSUME NO COST OR CONDITION RESULTING FROM ANY INACCURACY OR INSUFFICIENCY IN THIS REGARD. THE CONTRACTOR SHALL CONTACT ALL UTILITIES LISTED ON THIS DRAWINGS AND PA ONE CALL (1-800-242-1776) PRIOR TO THE START OF ANY WORK.
2. ALL GRAVITY SEWER MUST BE PLACED WITH A MINIMUM 4'-0" OF COVER.
3. SLANTED TEXT INDICATES EXISTING ITEMS.
4. VERTICAL TEXT INDICATES PROPOSED ITEMS.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION, AND SHALL COMPLY WILL ALL CURRENT MARKOUT REQUIREMENTS OF THE PENNSYLVANIA ONE CALL SYSTEM.
6. EXCAVATIONS OR TRENCHING WITHIN CLOSE PROXIMITY TO UNDERGROUND FACILITIES OR UTILITY POLES WILL REQUIRE PROTECTION TO PREVENT DAMAGE OR INTERRUPTION OF SERVICE TO UNDERGROUND FACILITIES. THE COST TO PROVIDE THIS PROTECTION
WILL BE BORNE BY THE CONTRACTOR.
7. ALL PIPING IN ROADWAY SHALL BE IN A SAWCUT TRENCH AND MILLED 1 FOOT BEYOND THE WIDTH OF THE TRENCH ON BOTH SIDES.
8. THE CONTRACTOR SHALL COMPLY WITH ALL ROAD OPENING REQUIREMENTS AND ORDINANCES OF DOVER TOWNSHIP.
9. ALL TRENCHES SHALL BE BACKFILLED WITHOUT DELAY. OPEN TRENCHES SHALL BE KEPT TO A MINIMUM. OPEN TRENCHES IN PAVED ARES SHALL BE STEEL PLATED. UPON BACKFILLING THE CONTRACTOR SHALL BROOM SWEEP STREETS AND USE APPROPRIATE
METHODS TO CONTROL DUST.
10. UNLESS OTHERWISE PERMITTED, NO WORK SHALL BE DONE BETWEEN THE HOURS OF 4:30 P.M. AND 7:00 A.M., PREVAILING TIME. IF IT SHALL BECOME ABSOLUTELY NECESSARY TO PERFORM WORK AT OTHER TIMES, OR IF REQUIRED BY THE SPECIAL CONDITIONS, THE
ENGINEER SHALL BE INFORMED IN ADVANCE. GOOD LIGHTING AND ALL OTHER NECESSARY FACILITIES FOR PROPER EXECUTION AND INSPECTION OF THE WORK SHALL BE PROVIDED. THE CONTRACTOR SHALL ALSO COMPLY WITH ALL STATE AND LOCAL LAWS
GOVERNING HOURS DURING WHICH CONSTRUCTION EQUIPMENT MAY BE OPERATED.
11. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PRESERVE EXISTING CURB AND MINIMIZE THE LENGTH OF CURBING THAT MUST BE REPLACED.
12. THE CONTRACTOR SHALL PROTECT ALL STRUCTURES, ROADS, PIPELINES, TREES, SHRUBBERY ETC. DURING THE PROGRESS OF WORK AND SHALL REMOVE DAILY FROM THE SITE ALL DEBRIS AND UNUSED MATERIALS. UPON COMPLETION OF THE WORK, THE
CONTRACTOR SHALL RESTORE THE SITES TO THEIR ORIGINAL CONDITION.
13. REPAIR WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE GOVERNING AGENCY.
14. TRAFFIC STRIPING AND MARKINGS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN-KIND WITH EPOXY PAINT OR THERMOPLASTIC IN ACCORDANCE WITH PENNDOT STANDARDS, AND TO THEIR ORIGINAL LAYOUT.
15. GUIDERAILS, FENCES, DRAINAGE PIPES, MAILBOXES, HEADWALLS AND OTHER FEATURES WHICH REQUIRE REINSTALLATION BUT ARE FOUND NOT TO BE REUSABLE, OR WHICH ARE DAMAGED DURING REMOVAL, SHALL BE REPLACED WITH NEW MATERIAL AT NO
ADDITIONAL COST TO DOVER TOWNSHIP.
16. WATER LINE DEPTHS ARE APPROXIMATIONS. ACTUAL DEPTHS TO BE FIELD VERIFIED.
17. REMOVAL OF EXISTING AC PIPES TO BE DISPOSED OF PROPERLY.
18. MINIMUM OF 18 INCH SEPARATION TO BE MAINTAIN BETWEEN BOTTOM OF WATERLINE AND TOP OF SEWER LINE AT ALL CROSSINGS.
APPROX APPROXIMATE
BM BENCHMARK
BIT BITUMINOUS
BLDG BUILDING
CONC CONCRETE
CMP CORRUGATED METAL PIPE
DIP DUCTILE IRON PIPE
DMH DROP TYPE MANHOLE
ELEV ELEVATION
FT FEET
INV INVERT
LF LINEAR FEET
MAC MACADAM
MH MANHOLE
MB MAILBOX
MIN MINIMUM
PERM PERMANENT
PVC POLYVINYL CHLORIDE
RCE ROCK CONSTRUCTION ENTRANCE
ROW RIGHT OF WAY
RD ROAD
ST STREET
SW SIDEWALK
TEMP TEMPORARY
TWP TOWNSHIP
TYP TYPICAL
W/ WITH
' FOOT
" INCHES
@ AT
# NUMBER/POUND
% PERCENT
& AND
Ø DIAMETER
SURVEY NOTES:
NEW MANHOLE LOCATIONS:
J04044 N:239947.9150 E:2230037.3840 J04043 N:240354.3230 E:2230228.5200
J04042 N:240536.0440 E:2230316.8380
J04041 N:240874.2080 E:2230404.0840
J04040 N:241125.0890 E:2230469.5620 J04016 N:241434.7923 E:2230550.9389 J04017 N:241589.3900 E:2230180.7150 J04018 N:241685.9700 E:2229974.2500
J04024 N:241818.3450 E:2230643.8670 J04025 N:242157.9050 E:2230723.9040 J04026 N:242400.0740 E:2230779.1310
F07052 N:242561.4830 E:2230818.1070 F07051 N:242884.3260 E:2230898.3780 F07050 N:243271.4310 E:2230994.7580 F07049 N:243656.6920 E:2231096.3090
F07053 N:243672.8240 E:2231109.9080 F07054 N:243580.9390 E:2231221.7230
0 300' 600'SCALE: 1" = 300'
KEY PLAN1
N
E
S
W
PROJECT NORTH
VI
RG
IN
IA
A
VE
. (T -83
8)
BROOKSIDE AVE. (T-805)
CARDINAL LN. (T-499)
COVINGTON AVE. (T-831)
C-
C-
C-
C-
C-105
C-106
SS SS SS PROPOSED 8"Ø PVC SEWER
G G GAS MAIN
WATER MAINW W W W W
LIST OF PUBLIC UTILITIES:
SALEM AVE. (T-839)
STAUNTON AVE. (T-502)
LEXINGTON AVE. (T-504)
WALKER AVE. (T-504)
COMPANY: COMCAST
ADDRESS: C/O USIC LOCATING SERVICE INC.
CARMEL, IN 46032
CONTACT: USIC PERSONNEL
PHONE: 800-762-0592 EXT. 3
COMPANY: PENNSYLVANIA ELECTRIC CO.
ADDRESS: 21 S. MAIN STREET
AKRON, OH 44308
CONTACT: MELLYSSA ADAMS
EMAIL: madams@firstenergycorp. com
PHONE: 330-604-4073
COMPANY: DOVER TOWNSHIP
ADDRESS: 2480 W. CANAL ROAD
DOVER, PA 17315
CONTACT: NATHAN STONE
EMAIL: nstone@dovertownship.org
PHONE: 717-292-3634
COMPANY: VERIZON NORTH
ADDRESS: 37 W. 8TH STREET
WYOMING, PA 18644
CONTACT: RONALD SILINSKIE
EMAIL: RONALD.SILINSKIE@VERIZON.COM
PHONE: 570-826-4263
1. SAWCUT PAVEMENT AT EDGE OF TRENCH OPENING.
2. PERFORM TRENCH WORK.
3. INSTALL PIPE, PIPE BEDDING AND BACKFILL MATERIAL PER SPECIFICATIONS.
4. INSTALL TEMPORARY PAVEMENT RESTORATION OR DAILY TRENCH
STABILIZATION.
5. NO PAYMENT WILL BE MADE FOR DAILY TRENCH STABILIZATION.
6. DAILY TRENCH STABILIZATION MAY ONLY BE IN PLACE FOR A MAXIMUM OF
60 DAYS. AFTER THIS, TEMPORARY PAVEMENT RESTORATION MUST BE
PERFORMED.
7. PERMANENT RESTORATIONS SHALL OCCUR NO LATER THAN 180 DAYS
AFTER INITIAL OPENING OF PAVEMENT.
8. AFTER TEMPORARY PAVEMENT RESTORATION COMPLETED IN TRENCH,
FULL ROADWAY WIDTH MILLING TO TAKE PLACE WITH A MINIMUM OF 1-1/2"
PAVEMENT OVERLAY.
9. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON MATERIALS TO BE
USED FOR PAVEMENT SECTION.
10. PROVIDE THICKNESS OF THE OVERLAY PAVING REQUIRED TO MEET NEW
GRADES INDICATED (MIN. 1 12").
PAVING NOTES: GENERAL RESTORATION NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING
PAVEMENT MARKINGS WITHIN THE PROJECT LIMITS.
2. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL PAVEMENT
MARKINGS DOCUMENTED PRE-CONSTRUCTION.
3. ALL PAVEMENT MARKINGS SHALL BE RESTORED TO DOVER TOWNSHIP
STANDARDS.
4. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING. ALL
TRENCHES MUST PASS COMPACTION TEST BEFORE FINAL RESTORATION
CAN BE COMPLETED. SEE COMPACTION TESTING REQUIREMENTS IN
SPECIFICATIONS.
5. THE CONTRACTOR SHALL RESTORE ALL CURBS TO THE SPECIFICATIONS
SHOWN OR STANDARD SPECIFICATIONS GIVEN FROM DOVER TOWNSHIP.
6. UPON SUBSTANTIAL COMPLETION, IF ANY RESTORATION DOES NOT MEET
THE STANDARDS SET FORTH BY DOVER TOWNSHIP, THE CONTRACTOR WILL
BE RESPONSIBLE FOR THE REMOVAL OF THE INCORRECT WORK AND FOR
RE-RESTORATION. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED
WITH THIS WORK.
FULL DEPTH REPLACEMENT
S
0+00 1+00
2+00 3+00
4+00 5+00
6+00 7+00 8+00
9+00 10+00
11+00
488.297
MHS SS1
Utility Pole
Met Ed 26179 24089
Utility Pole
Met Ed 26174 24084
Utility Pole W ith UG
Utility Pole Met Ed 26179 24069
Utility Pole
Met Ed 26174 24068
Utility Pole Met Ed 26175 24054
Utility Pole Met Ed 26171 24044
Utility Pole Met Ed 26167 24048
Utility Pole Met Ed 26161 24036
Utility Pole Met Ed 26158 24030
Utility Pole Met Ed 26151 24014
Utility Pole
Guy
Guy
Guy
Guy
Stop Sign Virginia & Covington
Sign No Outlet
Virginia & Salem
492.148
BC1 ST EP1
492.195
TC1 ST
492.676
TC1
492.608
BC1
492.560
BC1 ST
492.644
TC1 ST
492.252
TC1 BC
492.168
BC1 BC
492.146
BC1
492.197
TC1
492.136
TC1 EC
492.082
BC1 EC
492.002
BC1 EP1 ST
492.016
TC1 EP1
487.537
UG1 ST END
487.612
UG1 UG2 ST
487.331
UG2
487.774
UG1
487.905
UG1
488.595
UG1 UG2 ST
488.492
UG2
489.292
UG1
490.196
UG1 UG2 ST
490.740
UG2
490.273
UG1 UG2 ST
490.567
UG2
491.950
UG2
491.319
UG1
491.475
UG1 UG2 ST
491.508
UG2
492.910
UG2
491.741
UG1
491.284
UG2 ST
491.378
UG2
490.942
UG1
490.927
UG1 UG2 ST
490.994
UG2
491.973
UG2
491.751
MB 2
491.940
MB 2
492.068
UP ME GPU26151-24014
489.382
UP
489.244
GUY
488.427
MB 2
488.376
MHS
488.270
SH 4
488.729
SH 4
491.773
W S
488.440
W S
488.834
W S 1288
490.939
SCO
491.176
IP 3\4
488.351
RIM-9.13
490.753
UG1
490.457
UG1 UG2 ST
489.996
UG2
489.410
UG1 UG2 ST
489.398
GV
489.868
UG2
491.512
UG2
489.167
UG1 UG2 ST
489.091
UG2
488.764
UG1
488.631
UG1
488.599
UG1 UG2 ST
489.357
UG2
489.847
UG2
489.591
SGN NO OUTLET STREETS
489.907
MB
490.602
MB
490.606
MB
490.640
MB
490.703
UP ME GPU 26158-24030
490.874
GUY
490.841
WS
490.514 W
S
488.614
FH
488.869 W
V
489.181
UW1 ST
489.174
UW1 UW2 ST
489.073 W
V UW
489.183
UW1 UW2 ST
489.314
W
V UW
489.150
W
V UW
489.149
UW1 UW2 ST
489.032
W
V UW
489.156
W
V UW
489.079
UW1 CPN1653
488.328
UG1 UG2 ST
489.248
UG2
489.284
UG2
489.996
UG2
489.572
UP ME GPU 26161-24036
489.481
MB 1417
489.227
MB
489.294
MB 1419
489.248
MB
489.204
MB
489.190
MB
489.305
MB
492.138
SH 1.5 1424
492.249
SH 1.5 1425
492.126
SH 1.5
492.107
SH 1.5 1427
492.008
SH 1.5
491.961
SH 1.5 1429
491.929
SH 1.5 1430
491.881
SH 1.5
491.796
SH 1.5
491.692
SH 1.5 1433
491.612
SH 1.5
491.840
SH 1.5
492.107
DT 18 HOLLY
491.382
DT 5-12
490.080
SH 4' NGE
489.860
SH 4' NGE
489.606
SH 5'
489.056
UP ME GPU 26167-24048
488.875
GUY
488.715
SH 6'
488.676
SH 6'
489.176
SH 4'
489.392
SH 4'
488.465
CT 20
488.129
UG1 UG2 ST
487.906
UG2
487.918
UG2
488.149
UG1
488.122
UG1
489.322
UW1 ST CPN1343
489.667
UW1 UW2 ST
490.684 W
S UW
489.723
UW1 UW2 ST
489.156 W
S UW
490.095
UW1
490.657
UW1 UW2 ST
490.514
WSUW2
490.693
UW1 UW2 ST
491.373 W
S UW
491.381
UW1
491.617
UW1 UW2 ST
492.492 W
S UW
491.651
UW1 UW2 ST
491.510
UW2 CPN1270
491.699
UW1
491.020
UW1 UW2 ST
490.722
UW2 CPN1315
491.002
UW1 UW2 ST
492.302
W
S UW
490.093
UW1
489.310
UW1 UW2 ST
489.051
UW2 CPN1287
488.758
UW1
488.424
UW1 UW2 ST
488.039
UW2 CPN1286
488.254
W
V UW
487.846
SCO SS1 ST
491.911
SCO SS2
492.693
SCO SS2
490.194
SCO SS2
490.404
SCO SS2
489.205
SCO SS2
490.044
SCO SS2
488.628
SCO SS2
489.308
RIM-12.13
489.415
SCO SS2
488.165
SCO SS2
488.253
MHS
488.925
UW1 ST UW2 ST
489.564 W
S UW
488.635
UW1
488.244
UW1 UW2 ST
487.994 W
S UW
487.717
UP ME GPU 26171-24044
487.511
UP MET ED GPU 26175-24054
487.944
UG1 BC
488.126
UG1
488.169
UG1
488.158
UG1
488.165
UG1 UG2 ST
487.979
UG2
487.886
UG1 UG2 ST
488.249
UG2
488.481
UG2
489.645
UG2
487.885
UG1
487.854
UG1 UG2 ST
487.530
UG2
488.393
UG2
487.921
UG1 EC
487.808
UG1
488.137
UW1 BC
488.105
UW1 UW1 UW2 ST
488.801 W
S UW
488.165
UW1
488.042
UW1 EC
487.977
UW1 UW2 ST CPN1854
487.834 W
S UW
488.509
SCO SS2
487.784
SCO SS2
488.878
SCO SS2
487.812
SCO SS2
487.941
LP
488.320
MB 3
488.263
MB
487.626
MB
488.182
MB
488.673
MB
489.329
UP MET ED GPU 26174-24068
487.764
UP MET ED GPU 26179-24069
488.257
UW1 ST
488.409
UW1 UW2 ST
488.218 W
S UW
488.432
UW1 UW2 ST
488.754
UW2
489.573 W
S UW
488.366
UW1
488.355
UW1 UW2 ST
487.042 W
S UW
488.428
UW1 UW2 ST
488.056
UW2
489.480
W
S UW
488.077
UG1 UG2 ST
488.722
UG2
490.157
UG2
488.352
UG1 UG2 ST
488.025
UG2
488.242
UG1
487.788
UG1
487.921
UG1
486.974
UP UG
489.358
SH 3
489.748
UP MET ED GPU 26174-24084
489.169
GUY
487.209
UG1 UG2 ST
486.376
UG2
486.229
UG2
487.139
UG1 UG2 ST
487.451
UG2
489.150
UG2
488.214
MHS
488.416
UW1
488.139
UW1 UW2 ST WV
487.760
UW2 FH
488.193
UW1
487.868
UW1 UW2 ST
487.899
W
S UW
487.176
UW1
489.571
BM BB FH X
487.883
UG1 UG2 ST
487.949
UG2 END
487.760
GV
488.288
UG1
488.195
UG1 UG2 ST
488.214
UG2
488.347
UG2
488.491
UG2
487.688
UG1
487.093
UG1 UG2 ST
487.837
UG2
487.026
UG1 UG2 ST
486.707
UG2
487.656
UG2
486.293
UG1
487.016
MB
487.302
MB
487.830
MB
487.957
MB
488.061
MB
487.628
SGN STOP STREET
488.604
UP MED ED GPU 26179-24089
487.787
CT 10
487.975
DT 24 SILVER MAPLE
487.098
RB 1\2 "
487.009
SCO
487.140
SCO
487.049 W
S
Pave d D rive way
Landscape Area
Landscape Area
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Conc. W alk
Paved Driveway
Paved Driveway Conc. Curb Paved Driveway
Stone
Paved Driveway
Paved Driveway
Landscape Area
Grass
Grass
Grass Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
GrassGrass
Iron Pipe (Fd)
Stone
Stone
Stone
Stone
Landscape Area
Landscape Area
Landscape Area
Landscape Area
Landscape Area
Fence Post
Fence Post
Landscape Area
Columbia Gas Gas Line Marker
Stop Sign & Street Signs
Grass
Grass
Grass
Grass
Grass
Grass
Conc. W alk
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Grass Grass
Grass
Grass Grass
Grass Grass
Stone Stone
W ood Fence
W ood Fence
W ood Fence
Vinyl Fence
Stump W ith Cross
Stone
Landscape Area
Stone Street Paved Street
Rebar (Fnd)
Grass
Grass
Paved Driveway
Paved Driveway
StoneGrass
Grass
Landscape Area
8" AC
8" AC
8" AC
491 490
491.6
491.8 491.3
491.6
491.8
489.6
489.4
489.3
489.4 488.8 488.2
488.2
488.2
488.6
488.6
488.5
488.358
RB FND 5/8IN FLUSH
490.170
IP FND 1IN DIAM FLUSH
491.118
IP FND 3/4 IN DIAM FLUSH
489.590
IP FND 2 IN DIAM FLUSH SMASHED
488.302
AXLE? FND 1IN BUR
487.348
IP FND 1.5IN DIAM 3IN BUR
487.527
IP FND 1.5IN DIAM 3IN BUR
487.593
RB FND 1/2IN 4IN BUR
489.383
IP FND 1.75IN DIAM FLUSH
490.034
CM FND FLUSH
491.633
IP FND 3/4IN FLUSH
489.164
IP FND 3/4IN FLUSH
Approx. Location STL Gas Line
Approx. Location Water Line
Approx. Location Water LineApprox. LocationSTL Gas Line
Approx. Location STL Gas Line
Approx. Location Water Line
Approx. Location 2" PLA Gas Line
Sanitary MH (J04041) Rim: 488.21
Inv. (W): 480.62 Inv. (S): 474.74 Inv. (N): 474.72
Sanitary MH (J04044) Rim: 488.35 Inv: 479.22
Sanitary MH (J04042) Rim: 488.24 Inv: 476.23
Sanitary MH (J04043) Rim: 489.31 Inv: 477.18
488.710
SCO SS2
SS SS SS SS SS SS SS SS SS
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSS
S
S
Lynn R. & Gloria A. MarkleParcel ID No.24-000-05.0043.00Deed Ref. 78-H-859
Lynn R. & Gloria A. MarkleParcel ID No. 24-000-05.0043.D0Deed Ref. 63-G-5691931 Virginia Ave Herbert D. & Lee A. WahlerParcel ID No. 24-000-05.43.E0Deed Ref. 2801-35711925 Virginia Ave
Robert Caleb MooreParcel ID No. 24-000-05.0043.A0Deed Ref. 2742-24711919 Virginia Ave
Harold D. & Becky S. WebbParcel ID No. 24-000-05.0043.C0Deed Ref. 1878-58321913 Virginia Ave
Jay S. KeechParcel ID No. 24-000-05.0043.B0Deed Ref. 2840-37821907 Virginia
John H. & Peggy S. KlukaParcel ID No. 24-000-05.0046.00Deed Ref. 1609-57863124 Salem Ave
George L. Holder, Trustee under TheGeorge L. Holder Revocable TrustParcel ID No. 24-000-05.0044.B0Deed Ref. 2526-33381918 Virginia Ave
George L. Holder, Trustee , under TheGeorge L. Holder Revocable TrustParcel ID No. 24-000-05.0044.D0Deed Ref. 2526-33501918 Virginia Ave
Kenneth C. & Joyce M. RowParcel ID No.24-000-05.0044.C0Deed Ref. 60-D-291912 Virginia Ave
Joshua J. & Rebecca L. HestonParcel ID No. 24-000-05.0044-00Deed Ref. 2851-2991906 Virginia Ave
Regis D. & Christine E. RuppParcel ID No. 24-000-05.0044.A0Deed Ref. 93-B-94 1900 Virginia Caedan & Hailee E. SweeneyParcel ID No. 24-000-05.0061.00Deed Ref. 2812-66101842 Virginia Ave
Timothy L. RahleyParcel ID No. 24-000.05.0047.A0Deed Ref. 1741-69343125 Salem Ave
Mark A. & Lois A. Keith Parcel ID No. 24-000-05.0047.00
Deed Ref. 85-Y-72 1843 Virginia Ave
Cheryl A. & Kevin A. Berlin Parcel ID No. 24-000-05.0060.00
Deed Ref. 1064-579 1836 Virginia Ave
Eric T. Anderson &
Sabrina A. Krout
Parcel ID No. 24-000-05.0051.00
Deed Ref. 1837-3139
1837 Virginia Ave
Ernest S. & Evelyn A. Morgan
Parcel ID No. 24-000-05.0052.00
Deed Ref. 63-V-514
1831 Virginia Ave
Sharlynn Darnell
Parcel ID No. 24-000-05.0034.00
Deed Ref. 2541-6787
Plan HH-847 1827 Virginia Ave
Matthew D. & Rebecca A. Coons
Parcel ID No. 24-000-05.0034.C0
Deed Ref. 1444-8668
3190 Convington Ave
Leon E. & Joann A. Hake
Parcel ID No. 24-000-05.0058.00
Deed Ref. 2282-4283
1824 Virginia Ave
Juan Canales
Parcel ID No. 24-000-05.0059.00
Deed Ref. 2241-8587
1830 Virginia Ave
Robert Alexander King &
Alexis Hoffman
Parcel ID No. 24-000-05.0054.A0
Deed Ref. 2849-6809
1819 Virginia Ave
George L. Holder, Trustee under The George L. Holder
Revocable Trust
Parcel ID No. 24-000-05.0056.00
Deed Ref. 2526-3344
Plan Y-766 1818 Virginia Ave
S
S
S
SSS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSS
CEDAR ALLE
Y (U
NOPENED)
VIRGINIA AVENUE (T-838)
SA
LA
M A
VE
NU
E (T
-8
COVINGTON AVENUE (T-831)
1 12" MILL & OVERLAY
LATERAL TO BE REPLACED IN SAME
LOCATION AS EXISTING. LATERAL TO BE
TAKEN TO EDGE OF RIGHT-OF-WAY AND
CLEANOUT WITH PANELLA CAP WITH A
BRASS PLUG TO BE INSTALLED AT EDGE
OF RIGHT-OF-WAY (TYP)
CONNECT EX. 8" SEWER PIPE
EX 8" AC SEWER TO BE
REMOVED AND NEW
SEWER PLACED IN
SAME TRENCH
50' RIGHT OF WAY
20' RIGHT OF WAY
50' RIGHT OF WAY
18' ±
50' RIGHT OF WAY
EX GAS MAIN
EX WATER MAIN
EX GAS MAIN
0+00 1+00
2+00 3+00
4+00 5+00
6+00 7+00 8+00
9+00 10+00
11+00J04044
J04043
J04042
J04041
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50
EX SEWER
LATERAL (TYP)
EX GAS
STA. 1+16.45
EX GAS
STA. 1+91.98
EX WATER
STA. 2+18.36
EX GAS
STA. 2+69.55
EX WATER
STA. 2+89.54
EX GAS
STA. 3+49.07
EX WATER
STA. 3+80.41 EX WATER MAIN
STA. 4+43.48
EX GAS
STA. 4+67.84
EX WATER
STA. 4+92.62
EX GAS
STA. 5+02.64
EX GAS
STA. 6+67.45
EX WATER
STA. 6+74.43 EX GAS
STA. 7+70.41 EX WATER
STA. 7+98.36 EX WATER
STA. 9+01.76
EX GAS
STA. 9+28.76
EX GAS MAIN
STA. 9+86.79
J04044
4' DIA. MH
RI
M
EL
: 4
.35
ST
A:
0+
.00
IN
V
OU
T
9.2
2 (
NE
J04043
4' DIA. MH
RI
M
EL
: 4
.31
ST
A:
4+
.11
IN
V
IN
7.1 8 (
SW
IN
V
OU
T
7.0 8 (
NE
J04042
4' DIA. MH
RI
M
EL
: 4
.24
ST
A:
6+
.16
IN
V
IN
6.2 3 (
SW
IN
V
OU
T
6.1 3 (
N)
J04041
5' DIA. DROP MH
RI
M
EL
: 4
.21
ST
A:
+0
0.3
IN
V
IN
4.7
4 ( S)
IN
V
OU
T
4.6 4 (
N)
EXISTING GRADE
449 LF 8"∅ PVC @ 0.45% 202 LF 8"∅ PVC @ 0.42% 349 LF 8"∅ PVC @ 0.40%
HORIZ.
VERT.
50 500
SCALE
PLAN & PROFILE
PROFILEVERT.
HORIZ.
MH COVER TO BE
SELF LEVEL WATERTIGHT
MH COVER TO BE
SELF LEVEL WATERTIGHT
MH COVER TO BE
SELF LEVEL WATERTIGHT
MH COVER TO BE
SELF LEVEL WATERTIGHT
SE
W
ER
LA
TE
RA
L
ST
A.
0+
.09
SE
W
ER
LA
TE
RA
L
ST
A.
1+
.30
SE
W
ER
LA
TE
RA
L
ST
A.
1+
.77
SE
W
ER
LA
TE
RA
L
ST
A.
2+
.33
SE
W
ER
LA
TE
RA
L
ST
A.
2+
.35
SE
W
ER
LA
TE
RA
L
ST
A.
3+
.57
SE
W
ER
LA
TE
RA
L
ST
A.
3+
.64
SE
W
ER
LA
TE
RA
L
ST
A.
3+
.71
SE
W
ER
LA
TE
RA
L
ST
A.
5+
.51
SE
W
ER
LA
TE
RA
L
ST
A.
5+
.42
SE
W
ER
LA
TE
RA
L
ST
A.
5+
.11
SE
W
ER
LA
TE
RA
L
ST
A.
6+
.85
SE
W
ER
LA
TE
RA
L
ST
A.
7+
.83
SE
W
ER
LA
TE
RA
L
ST
A.
7+
.46
SE
W
ER
LA
TE
RA
L
ST
A.
7+
.39
SE
W
ER
LA
TE
RA
L
ST
A.
8+
.20
SE
W
ER
LA
TE
RA
L
ST
A.
9+
.84
SE
W
ER
LA
TE
RA
L
ST
A.
9+
.03
APPROXIMATE DEPTH OF
WATER LINE. ACTUAL DEPTH
TO BE FIELD VERIFIED. (TYP)
8"Ø 480.62 (W)
SE
W
ER
LA
TE
RA
L
ST
A.
0+
.17
SE
W
ER
LA
TE
RA
L
ST
A.
2+
.51
50 LF
8"∅ PVC @ 1.28%
EX 8"Ø AC SAN PIPE
(TO BE REMOVED & REPLACED
WITH 8"Ø PVC PIPE) (TYP)
BID DRAWINGSJ:\
PR
OJ
\77
1-
\08
-C
AD
D\
-C
IV
IL\
1-
_C
-1
-1
P &P
.D W
G/ C-
1/9
/17 /20
:29 A
M/ Br itn er
, D av id
PROJECT NO:
CHECKED BY:
ISSUED DATE:
SHEET NO:
DRAWN BY:
© BUCHART HORN, INC.
MA
RK
IS
SU
ED
D
AT
E
DE
SC
RI
PT
IO
N
RE
VI
SI
ON
S
SHEET TITLE:
77551-00
VI
RG
IN
IA
A
VE
S
EW
ER
R
EP
LA
CE
ME
NT
DO
VE
R
TO
W
NS
HI
P, D
OV
ER
P A.
DO
VE
R
TO
W
NS
HI
P, Y
OR
K
CO
UN
TY
DO
VE
R
TO
W
NS
HI
P
W
ES
T
CA
NA
L R
OA
D
DO
VE
R, P
A
MARCH 2025
C-101
SITE PLAN
PROFILE
DB
DG
2 PROFILE
SCALE: 1" = 50' 0 50' 100'1 SITE PLAN N
E
S W
PROJECT NORTH
TO SANITARY MH (J04045)
RIM: 490.78
INV: 485.41
MA
TC
H
LIN
E
SE
E
MA
TC
H
LIN
E
SE
E
SH
EE
T C-
SH
EE
T C-
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
GV
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WV
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text S
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text S
AutoCAD SHX Text
WSO
AutoCAD SHX Text
GV
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WSO
SCO
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
Utility Pole 1742 W ith UG
Utility Pole Met Ed 26216 24202
Utility Pole W ith Electric Meter
Utility Pole 1746 W ith UG
Utility Pole Met Ed 26212 24191
Utility Pole Met Ed 26206 24167 -2
Utility Pole 1760 W ith UG
Utility Pole Met Ed 26201 24149
Utility Pole
Utility Pole 7450 1
Utility PoleMet Ed 26173 241513137
Utility Pole Met Ed 26189 24126
Utility Pole Met Ed 26185 24112
Utility Pole Met Ed 26179 24089
Guy
Guy End Pipe Inv: 483.25
End Pipe Inv: 483.96
Inv. Pipe: 473.83
(18" SLCPP)
Inv. Pipe: 473.75
(18" SLCPP)
Inlet Type M
Grt: 477.08 Inv (W
): 475.54 Inv (E): 475.06
Inlet Type M
Grt: 477.00 Inv (W
): 474.44 Inv (E): 474.37
Sign Speed
Limit 25
Sign Speed Limit 25
Stop Sign
Sign No Outlet
Stop SignSign
Speed Limit 25Stop Sign
Virginia & Covington
487.868
UW1 UW2 ST
487.899 W
S UW
487.176
UW1
486.302
UW1
485.266
UW1 UW2 ST
485.301
UW2
485.768
UWS W2
484.181
UW1 UW2 ST
483.973 W
S UW
487.688
UG1
487.093
UG1 UG2 ST
487.837
UG2
487.026
UG1 UG2 ST
486.707
UG2
487.656
UG2
486.293
UG1
485.187
UG1 UG2 ST
484.864
UG2
484.600
UG2
485.461
RB 1\2"
483.822
UG1 UG2 ST
484.613
UG2
487.016
MB
487.302
MB
487.830
MB2089
487.957
MB
488.061
MB
487.628
SGN STOP STREET
488.604
UP MED ED GPU 26179-24089
487.975
DT 24 SILVER MAPLE
486.109
MAC
485.333
MAC
483.222
LP
477.514
UP MET ED GPU 26189-24126
477.782
CT 18
477.258
DT 18
477.994
MB 3
483.369
UP MET ED GPU 26185-24112
484.643
MB
484.487
MB
482.483
UG1
480.983
UG1 UG2 ST
480.463
UG2
480.406
UG2
479.067
UG1 UG2 ST
478.991
UG2
483.014
UG2
477.446
UG1
477.665
UG1 UG2 ST
478.776
UG2
482.701
UW1 2360
481.067
UW1 UW2 ST
481.213
UW2
483.001 W
S UW
479.773
UW1 UW2 ST
479.337 W
S UW
477.589
UW1
477.130
UW1
477.651
UW1 UW2 ST
478.088 W
S UW
485.719
SGN 25MPH
480.782
STP 12
478.991
DT 18
475.763
DT 18
476.780
LR1 RR TIE
476.829
LR1 RR TIE
476.981
LR1 CL RR TIE
478.560
SH 4
482.660
SCO SS2
476.759
SCO SS2
481.325
MHS
487.918
TRV MAG
478.725
STP 18
478.515
STP 18
479.135
UG1 UG2 ST
479.876
UG2
480.521
SCO
480.492
SCO
480.119
VENT
479.365
UW1 UW2 ST
479.046 W
S UW
480.283
SGN STOP
481.051 W
V UW
482.067WV UW1
482.122
UW1 UW2 ST UW3 ST
482.232WV UW2
481.903 W
V UW
482.090 W
V UW
482.886
UW2
482.029
UG1 UG2 ST
480.972
UG2
479.379
UG2
482.140
UG1 UG2 ST
482.715
UG2
484.190
UG2
479.705
MB
482.032
UP 7450 1
478.532
MET ED GPU 26191-24134
478.635
GUY
478.724
SH 42588
478.623
SH 4
478.526
SH 5
479.394
DT 24
479.914
DT 8
480.851
DT 15
483.032
BM BB FH X MRK
481.232
FH
480.213
UP 3135
484.156
UP MET ED GPU 26201-24149
483.977
GUY
484.307
SCO
484.768 W
S
484.781
UG1
484.847
CT 10
484.632
CT 10
483.914
CT 12
485.662
UP 1760
482.799
SGN STOP
484.666
SCO SS2
489.695
WATER PAINT6545
482.915
UG1 ST 2 PLGMCG
484.743
UW1 ST CPN2551
484.996
UG1
485.469
UG1
485.097
UW1
485.401
UP 1760 WITH UG UT?
485.194
UW1 UW2 ST
485.777
UW2
486.143 W
S UW
485.352
UW1
485.904
SCO SS2
485.759
UG1
485.208
TOP15SLCPP
485.809
UD1 ST
484.748
UD1
484.499
TOP15SLCPP
484.601
SGN 25MPH
485.954
UP METED 26206-24167 -2 NFT
485.596
UW1 UW2 ST
484.442 W
S UW
484.812
UG2 ST
485.990
UG2 UG1
484.981
MB NFT
486.200
UG1
485.766
UW1
486.141
UW1 UW2 ST
486.457
UG1
486.838
SCO SS2 NFT
486.036
UW2
486.122
UP 1746 WITH UG
485.004
MB NFT
486.459
MHS
486.612
SGN 25MPH
486.920
UG1 UG2 ST
486.434
UG2
486.944
UG2
487.056
UG1 UG2 ST
487.144
UG2
486.959
UG2
486.923 W
S UW
2 ST
486.787
UW2
486.960
UW1 UW2
486.159
MB NFT
487.210
TOP 4IN METAL PIPE
487.625
TOP 4IN METAL PIPE
488.075
UG1
487.954
UW1
488.613
UW1
488.828
UG1
487.554
LP NFT
485.558
UP METED 26212-24191 1745
487.834
UP WITH OLD EM
488.035
EM
488.934
UP METED 26216-24202 1741
489.437
UP 1742 WITH UG
490.004
UG1
488.132
MAC
487.938
MAC
485.359
TOP 4IN PVC
485.454
ROUGH PIPE DIR
485.459
TOP 4IN PVC
485.536
ROUGH PIPE DIR
487.940
RB W HOLLEY AND ASSOC CAP FLUSH
487.915
487.645
MB NFT
486.581
UP
488.294
UP METED 26173-24151 3137
485.531
DT 8 NFT
486.945
DT 10 NFT
485.453
DT 20 NFT
484.448
SGN NO OUTLET
484.043
MB NFT
Grass
Grass Grass
Grass
Grass
Grass
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Rebar (Fnd)
Conc. W alk
Vinyl Fence
Stone
Landscape Areas
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Landscape Area
Conc. & Flagstone
W alk
Conc.
Patio
Utility Pole Met Ed 26191 24134
Stone Driveway
Paved Driveway
Stone
Utility Pole With UG
GrassStump
Landscape Area
Landscape Area
Paved Driveway
Paved Driveway
Grass
Grass
Grass
Grass
Grass
15" SLCPP
4" PVC
End Pipe Inv: 485.13
Conc. W alk
Paved Curb Paved Curb
Paved Driveway
Conc. W alk
Capped Rebar (Fnd)
4" CIP
End Pipe Inv: 486.86
End Pipe Inv: 487.28
4' Chain Link Fence
Grass
Grass
8" AC
8" AC
8" AC
8" AC
8" AC
Railroad TiesRailroad Ties
476 475 474
480 481
Rip-Rap Rip-Rap
477.2 477.2
480.178
RB W CAP FND 2IN BUR
485.656
RB W GLB&A PROPERTIES CAP FLUSH
487.283
PIN FNDA 1IN DIAM 2IN BUR
486.036
RB FND 5/8IN FLUSH WTH FLAG
487.385
PIN SQUARE HEAD 6IN BUR
483.342
GV
Approx. Location Water Line
Approx. Location 2" PLA Gas Line
Approx. Location Water Line
Approx. Location 2" PLA Gas Line
Approx. Location 2" PLA Gas Line
Rip-Rap
0+
1+
Sanitary MH (J04024) Rim: 486.49 Inv: 475.48
Sanitary MH (J04016) Rim: 482.03 Inv. (N): 473.81 Inv. (W): 468.96 Inv. (S): 467.62 Inv. (E): 467.66
Sanitary MH (J04040) Rim: 481.34 Inv. (W): 471.33 Inv. (S): 471.85 Inv. (N): 471.22
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
Robert Alexander King & Alexis Hoffman
Parcel ID No. 24-000-05.0054.A0 Deed Ref. 2849-6809
1819 Virginia Ave
George L. Holder, Trustee under The George L. Holder Revocable Trust
Parcel ID No. 24-000-05.0056.00 Deed Ref. 2526-3344
Plan Y-766 1818 Virginia Ave
George R. Chronister, III & Karen Chronister
Parcel ID No. 24-000-05.0056.A0 Deed Ref. 2428-7505
Plan Y-766 1812 Virginia Ave
Janet E. Waring & Nancy L. Fuentes
Parcel ID No. 24-000-05.0054.B0 Deed Ref. 2409-4256
1813 Virginia Ave
Ruth E. Failor & Mildred L. Dull
Parcel ID No. 24-000-05.0054.00 Deed Ref. 1855-3425
1807 Virginia Ave
Donald L. & Joyce E. Ambrose Parcel ID No. 24-000-05.0057.00
Deed Ref. 77-E-1 Plan Y-766
1806 Virginia Ave
Deutsche Bank National Trust Co.
c/o Countrywide Home Loans
Parcel ID No. 24-000-05.0055.00 Deed Ref. 1589-8904
1800 Virginia Ave
Julie A. & Raymond E. Sechrist Parcel ID No. 24-000-05.0030.C0
Deed Ref. 2739-57 3130 Brookside Ave
David H. & Beverly C. Lee UPI. No. 24-000-05.0030.B0
Deed Ref. 100-G-127
Anita R. & John B. Wein Parcel ID No. 24-000-07-0002.A0
Deed Ref. 2836-7641 Plan SS-878
3153 Brookside Ave.
Megan M. & Johnson M. Dietz Parcel ID No. 24-000-07-0002.C0
Deed Ref. 2222-5263 Plan SS-878
Kevan R. Lisa A. Stough Parcel ID No. 24-000-07-0011.00
Deed Ref. 2651-2600 1740 Virginia Ave
Lorna J. & Terry L. Miller Parcel ID No. 24-000-07-0032.00
Deed Ref. 2476-723 3135 Brookside Ave
Davida L. Lauer Parcel ID No. 24-000-07-0031.00
Deed Ref. 1640-55 1751 Virginia Ave
Shannon L. & Mandy L. Oliver Parcel ID No. 24-000-07-0030.A0
Deed Ref. 2626-3526 Premises A
1743 Virginia Ave
486.459
MHS
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS VIRGINIA AVENUE (T-838)
CH
ES
TN
UT
A
LL
EY
(U
NO
PE
NE
D)
LO
CU
ST
A
LL
EY
AL
LE
Y (U
NO
PE
NE
D)
BROOKSIDE AVENUE (T-805)
0+
1+
1 12" MILL & OVERLAY
CONNECT EX. 8" AC
SEWER PIPE
LATERAL TO BE REPLACED IN SAME
LOCATION AS EXISTING. LATERAL TO BE
TAKEN TO EDGE OF RIGHT-OF-WAY AND
CLEANOUT WITH PANELLA CAP WITH A
BRASS PLUG TO BE INSTALLED AT EDGE
OF RIGHT-OF-WAY (TYP)
EX 8" AC SEWER TO BE
REMOVED AND NEW
SEWER PLACED IN
SAME TRENCH
EX GAS MAIN
60' RIGHT OF WAY
EX WATER MAIN
20' RIGHT OF WAY
50' RIGHT OF WAY
EX GAS MAIN
EX WATER MAIN
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 J04040
J04016
J04024
EX 8"Ø AC SEWER
10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
STORM PIPE INV. 475.25
STA. 13+62.60 STORM PIPE INV. 475.20
STA. 13+57.47
EX GAS
STA. 11+00.65
EX WATER
STA. 11+61.63
EX GAS
STA. 11+66.81
EX WATER
STA. 12+63.74
EX GAS
STA. 12+68.06
EX WATER
STA. 14+12.20
EX GAS
STA. 14+92.06
EX FIRE HYD.
STA. 15+54.68
EX GAS MAIN
STA. 15+67.24
EX WATER MAIN
STA. 15+98.37
EX WATER
STA. 17+85.17
15" STROM PIPE INV. 483.66
STA. 18+24.73
EX GAS
STA. 18+51.65
EX WATER
STA. 19+60.82
EX GAS
STA. 20+12.80
J04040
4' DIA. MH
RI
M
EL
: 4
.34
ST
A:
+5
9.6
IN
V
IN
1.3
3 ( S)
IN
V
OU
T
1.2 3 (
N)
J04016
5' DIA. DROP MH
RI
M
EL
: 4
.03
ST
A:
+7
9.9
IN
V
IN
3.8
1 ( N)
IN
V
IN
7.7
6 ( S)
IN
V
IN
8.9
6 (
NW
J04024
4' DIA. MH
RI
M
EL
: 4
.49
ST
A:
+7
4.5
IN
V
OU
T
5.3 8 (
S)
IN
V
IN
5.4 8 (
N)
320 LF 8"∅ PVC @ 1.08% 395 LF 8"∅ PVC @ 0.40%
EXISTING GRADE
EX SEWER
LATERAL (TYP)
210 LF 8"∅ PVC @ 1.28%
HORIZ.
VERT.
50 500
SCALE
PLAN & PROFILE
PROFILEVERT.
HORIZ.
MH COVER TO BE
SELF LEVEL WATERTIGHT
MH COVER TO BE
SELF LEVEL WATERTIGHT
MH COVER TO BE
SELF LEVEL WATERTIGHT
SE
W
ER
LA
TE
RA
L
ST
A.
+8 3.2
SE
W
ER
LA
TE
RA
L
ST
A.
+8 5.0
SE
W
ER
LA
TE
RA
L
ST
A.
+5 9.9
SE
W
ER
LA
TE
RA
L
ST
A.
+6 3.0
SE
W
ER
LA
TE
RA
L
ST
A.
+5 9.2
SE
W
ER
LA
TE
RA
L
ST
A.
+3 6.1
SE
W
ER
LA
TE
RA
L
ST
A.
+3 9.2
SE
W
ER
LA
TE
RA
L
ST
A.
+0 7.7
SE
W
ER
LA
TE
RA
L
ST
A.
+8 6.6
SE
W
ER
LA
TE
RA
L
ST
A.
+5 6.2
APPROXIMATE DEPTH OF
WATER LINE. ACTUAL DEPTH
TO BE FIELD VERIFIED. (TYP)
IN
V
OU
T
7.6 6 (
E)
SE
W
ER
LA
TE
RA
L
ST
A.
+3 9.3
SE
W
ER
LA
TE
RA
L
ST
A.
+5 1.7
SE
W
ER
LA
TE
RA
L
ST
A.
+0 9.3
126 LF 8"∅ PVC @ 2.63%
EX 8"Ø AC SAN PIPE
(TO BE REMOVED & REPLACED
WITH 8"Ø PVC PIPE) (TYP)
EX 8"Ø AC SAN PIPE
(TO BE REMOVED & REPLACED
WITH 8"Ø PVC PIPE) (TYP)
BID DRAWINGSJ:\
PR
OJ
\77
1-
\08
-C
AD
D\
-C
IV
IL\
1-
_C
-1
-1
P &P
.D W
G/ C-
2/9
/17 /20
:30 A
M/ Br itn er
, D av id
PROJECT NO:
CHECKED BY:
ISSUED DATE:
SHEET NO:
DRAWN BY:
© BUCHART HORN, INC.
MA
RK
IS
SU
ED
D
AT
E
DE
SC
RI
PT
IO
N
RE
VI
SI
ON
S
SHEET TITLE:
77551-00
VI
RG
IN
IA
A
VE
S
EW
ER
R
EP
LA
CE
ME
NT
DO
VE
R
TO
W
NS
HI
P, D
OV
ER
P A.
DO
VE
R
TO
W
NS
HI
P, Y
OR
K
CO
UN
TY
DO
VE
R
TO
W
NS
HI
P
W
ES
T
CA
NA
L R
OA
D
DO
VE
R, P
A
MARCH 2025
C-102
SITE PLAN
PROFILE
DB
DG
2 PROFILE
SCALE: 1" = 50' 0 50' 100'1 SITE PLAN N
E
S
W
PROJECT NORTH
TO SANITARY MH (J04015)
RIM: 465.00
INV: 456.79
SEE SHEET C-106
MA
TC
H
LIN
E
SE
E
MA
TC
H
LIN
E
SE
E
SH
EE
T C-
SH
EE
T C-
MA
TC
H
LIN
E
SE
E
MA
TC
H
LIN
E
SE
E
SH
EE
T C-
SH
EE
T C-
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text S
AutoCAD SHX Text
SCO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
FH
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
SCO
AutoCAD SHX Text S
AutoCAD SHX Text
WSO
AutoCAD SHX Text S
21+00 22+00 23+00 24+00 25+00 25+72
Met Ed 26234 24298
Utility Pole Met Ed 26239 24297 W ith UG
Utility Pole Met Ed 26235 24278
Utility Pole
Utility Pole Met Ed 26235 24262
1710 Of GTE
Utility Pole Met Ed 26230 24261
W ith UG
Utility Pole Met Ed 26228 24252
Utility Pole Met Ed 26220 24243
Utility Pole Met Ed 26218 24232
Utility Pole Met Ed 26218 24213
Utility Pole 740Utility Pole 1742 W ith UG
Utility Pole Met Ed 26216 24202
Utility Pole W ith Electric Meter
Guy
Guy
Sign Speed Limit 25
Stop Sign Lexington Ave
Sign Storage SenseStop Sign
Virginia & W alker
Stop Sign
Stop Sign & Street Signs
4' Chain Link Fence
Split Rail Fence
W ooden Split
Rail Fence
3' Vinyl Fence
3' Vinyl Fence
482.275
MAC
481.988
UG3 UG4 ST
481.967
UG4
482.943
MAC
482.563
UG3
481.820
UP ME26234 24298
482.541
UP ME26239 24297 UG
482.918
FEN1 ST
483.078
FEN1
483.145
FEN1
483.586
MAC
483.242
UG3 UG4 ST
482.857
UG4
494.243
MHS
494.244
RIM
494.274
RIM SS1 ST 8IN AC DT
493.848
UG1 ST 2 PLGMCG
494.369
UW1 ST
494.534
9FT AWAY FROM RD 2 GAS
493.227
UG1 UG2 ST
494.220
UG2
493.817
UW1 UW2 ST
493.020
UW2
492.516
UW2 WV
492.431
UG2 ST
493.019
UG1 UG2
492.013
UG1
492.962
UW1 UW2 ST
493.176 W
S UW
492.851
UP METED 26230-24261 WITH UG
491.406
UP METED 26235-24262 1710 OF GTE
489.547
MB 4 NFT
490.702
GUY
490.156
SGN END OF STORAGE SENSE
490.818
SGN END OF STORAGE SENSE
490.572
UG1
491.381
UW1
489.761
UW1 UW2 ST
490.600
UW2 WAT SERV 4.4FT BACK LINE
489.488
UG1 UG2 ST
490.653
UG2
488.319 W
V UW
487.934
UG1
487.034
UG1 UG2 ST
486.156
UG2
486.335
UP 1660
484.939
MB NFT
485.870
SCO SS2
486.259 W
S UW
2 ST NFT
486.888
UW1 UW2
486.820 W
V
483.854
FH NFT
487.352
UG3 ST PLINS
487.310
UG3
487.698
UG3 ST
488.598
UG3
487.667
SGN STOP LEXINGTON
487.295
UP METED 26235-24278
485.967
UW1
485.833
UG1 UG2 ST
484.092
MB NFT 2
483.992
MB NFT
486.076
UG2
485.381
SCO SS2 ST
485.261
MHS
485.263
IGNORE
485.360
RIM
485.360
RIM
485.021
SGN 25MPH
484.700
UW1
484.168
UG1
483.860
MB NFT
483.441
SCO SS2
483.609 W
S UW
2 ST
483.550
UW2 UW1
483.693
17? OR 11? GAS LINE OFF RD
483.258
UW1 UW2 ST
482.393 W
S UW
482.765
UG
482.544
SCO?
486.668
MAC
489.411
TOP 4IN PVC DRAIN PIPE
489.324
TOP 4IN PVC DRAIN PIPE
489.343
PIPE DIR
489.290
PIPE DIR
492.131
MAC
491.705
MAC
492.660
MAC
483.548
IP FND 1IN DIAM 1IN BUR
483.028
RB 1/2IN 3IN TALL BENT - LOC BASE
483.383
TOP
486.134
METAL FNC POST LEAN - LOC BASE
489.695
WATER PAINT
494.195
UG1 ST
494.466
UG1 UG2 ST
494.521
UG2 2 PLGMCG
495.178
UG2
494.910
SGN STOP STAUNTON AND VIRGINIA
494.481
UP 740
494.030 W
V
493.777 W
V UW
1 ST CPN6638
494.044
UW1
494.871
UG3 ST OLD
494.814
UG3 UG4 ST OLD
494.925
UG4 OLD END
493.221
UG3 UG4 ST UG5 ST OLD6266
493.010
UG4 OLD
492.981
UG3 END OLD
493.403
UG5 OLD
493.459
UG5 2 STGMCG OLD
493.915 W
V
494.127 W
V UW
494.788
MHS
494.177 W
V UW
494.225
UW1 UW2 ST
493.836
UW2
493.611
UW2 WAT VALV 5.4FT BACK LINE
493.553
FH
494.390
UW1 UW2 ST
494.922
UW2
494.765 W
S UW
494.909
UG1 UG2 ST
494.403
UG2
494.148
UG2
494.592
SCO SS2
494.442
UW1
495.024
UG1 UG2 ST
494.824
UG2
494.090
MB NFT
494.439
MB NFT
494.328
SGN 25MPH
494.421
UW1
495.104
UG1
493.574
MB NFT
494.857
POLE IN BUSH USE AERIAL METED 26222-24226
495.160
OLD GAS PAINT
495.080
UW1 UW2 ST
494.834
UW2
495.100 W
M UW
494.794
UG2 ST
495.120
UG2 UG1
494.568
SCO SS2
494.458
UP METED 26218-24232 1720
494.487
MB NFT
495.459
UW1 UW2 ST
495.795 W
S UW
495.443
OLD GAS PAINT
495.145
UG1 UG2 ST
495.597
SCO SS2
495.815
UG2
495.372
UW1
495.316
RIM
495.243
RIM
495.225
MHS PAVED OVER RIM
494.219
SCO? SS1
494.646
UG2 ST
495.130
UG2 UG1
495.004
UG1
494.400 W
S UW
2 ST
495.199
UW2 UW1
494.918
UW1
494.816
UG1
493.844
SGN STOP VIRGINIA AND WALKER
494.145
UP METED 26220-24243 1714
493.985
GUY
493.068
MB NFT
494.431
UW1
494.225
UG1
493.857
UG1
494.409
UW1
494.623
UP METED 26228-24252
492.377
MAC
492.997
MAC
493.350
MAC
493.102
GV? NFT
495.573
MAC
495.497
MAC
493.922
ROUGH CL 31.5IN WIDE SW - ENDS AT MAC
494.402
IP FND 1IN DIAM 12IN TALL LEAN - LOC BASE
495.318
TOP
488.613
UW1
488.828
UG1
487.834
UP WITH OLD EM
488.035
EM
488.934
UP METED 26216-24202 1741
489.437
UP 1742 WITH UG
490.004
UG1
490.502
UW1
491.057
UG1 UG2 ST
492.330
UG2
492.732
MHU
492.409
SCO SS2 ST
491.400
UW1
492.293
UW1
492.476
UG1
491.574
MB NFT
489.191
SGN STOP NFT
489.380
UP METED 26218-24213 1725 NFT
488.132
MAC
4' Chain Link Fence
Conc. W alk
Grass
Grass
Grass Grass
Grass
Landscape Area
Conc. W alk
Stone
Sign Speed Limit 25
Post & Wire Fence
Arborvitae Row
Conc. W alk
Landscape Area
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Stone LotUtility Pole Met Ed 26222 24226
Utility Pole Met ed 26225 24240
Paved Parking Lot
Stone Lot
Paved Parking Lot
Grass
Conc. W alk
Paved Driveway
Grass
Grass
Grass
Grass
Iron Pipe (Fnd) Stone
Landscape Area Metal Fence Post (Fnd) Stone
Paved Driveway
Rebar (Fnd)
Paved Driveway
Paved Driveway
Paved Driveway
Iron Pipe (Fnd)2 - 4" PVC
8" AC
8" AC
8" AC
8" AC
Old Gas Line Markings
495.5
495.7
495.4495.7
493.055
SCO? SAN1 ST CIRCLE OF PAINT
488.543
IP 1FT TALL SHOT TOPO
486.760
WV
486.542
WS
481.763
METAL ROD18IN TALL7720
482.419
WS
487.183
PIN BENT BASE ROUGH
494.199
AXLE FLUSH
494.214
IP FND 1.25IN DIAM 2IN BUR
Guy
Approx. Location Water Line
Approx. Location 2" PLA Gas Line
Sanitary MH (F07051) Rim: 485.36 Inv: 476.08
Sanitary MH (F07052) Rim: 494.26 Inv: 484.07
Sanitary MH (J04026) Rim: 495.28 Inv: 485.83Sanitary MH (J04025)
Rim: 494.83 Inv: 484.75
S
S
S
S
SSSSSSSSSSSSSSSSSSSS
SSSSSSSSSS
SS SS SS SS
Kevan R. Lisa A. Stough Parcel ID No. 24-000-07-0011.00
Deed Ref. 2651-2600 1740 Virginia Ave
Shannon L. & Mandy L. Oliver Parcel ID No. 24-000-07-0030.A0
Deed Ref. 2626-3526 Premises A
1743 Virginia Ave
Shannon L. & Mandy L. Oliver Parcel ID No. 24-000-07-0030.00
Deed Ref. 2626-3526 Premises B
Kristi D. Olsen Parcel ID No. 24-000-07-0029.00
Deed Ref. 1930-3853 3135 Staunton Ave
Justin A. Adamy Parcel ID No. 24-000-07-0012.00
Deed Ref. 2673-3632 1726 Virginia Ave
Donald Gingrich Parcel ID No. 24-000-07.0012.A0
Deed Ref. 2805-3777 1720 Virginia Ave
Benjamin S. Toomey & Lauren A. Dluzeski
Parcel ID No. 24-000-07-0013.B0 Deed Ref. 2464-7480
1714 Virginia Ave
Ideal Property Group 3, LLC Parcel ID No. 24-000-07.0027.A0
Deed Ref. 2700-4272 Parcel B: Property 2, Parcel 3
1707 Virginia Ave
Curtis E. & Cathy M. Kann Parcel ID No. 24-000-07.0027.00
Deed Ref. 2045-1702 1705 Virginia Ave
Curtis E. & Cathy M. Kann Parcel ID No. 24-000-007-0026.00
Deed Ref. 1301-4461 3130 Lexington Ave
Ideal Property Group 3, LLC Parcel ID No. 24-000-07-0013.00
Deed Ref. 2700-4272 Parcel B: Property 2, Parcel 2
1710 Virginia Ave
Michael A. Robinson & Kerri L. Ludwig
Parcel ID No. 24-000-07-0025.00 Deed Ref. 97-T-271 3150 Lexington Ave
Roger G. & Jacqueline P. Dallmeter Parcel ID No. 24-000-07-0014.A0
Deed Ref. 2047-7230 1660 Virginia Ave Roger G. & Jacqueline P. Dallmeyer
Parcel ID No. 24-000-07-0014.B0 Deed Ref. 97-R-959
Plan II-25
Steven A. & Amanda D. Tracey Parcel ID No. 24-000-07-0014.00
Deed Ref. 1768-6474 Plan II-25
1650 Virginia Ave
Shane M. & Ledia M. Nace Parcel ID No. 24-000-07-0024.00
Deed Ref. 2450-3857 1651 Virginia Ave
John B. & Anita R. Wein Parcel ID No. 24-000-07-0028.00
Deed Ref. 2836-7637 1713 Virginia Ave
Benjamin & Delaney Wasson Parcel ID No. 24-000-07-0023.00
Deed Ref. 2787-1091 1641 Virginia Ave
Roger G. & Jacqueline P. Dallmeter Parcel ID No. 24-000-07-0014.A0
Deed Ref. 63-Q-1128
7+008+009+0010+0011+0011+51
S
S
S
S
SSSSSSSSSSSSSSSSSSSS
SSSSSSSSSS
SS SS SS SS
VIRGINIA AVENUE (T-838)
STAUNTON AVENUE (T-502)
W
ALKER AVENUE (T-504)
LEXINGTON AVENUE (T-508)
1 12" MILL & OVERLAY
LATERAL TO BE REPLACED IN SAME
LOCATION AS EXISTING. LATERAL TO BE
TAKEN TO EDGE OF RIGHT-OF-WAY AND
CLEANOUT WITH PANELLA CAP WITH A
BRASS PLUG TO BE INSTALLED AT EDGE
OF RIGHT-OF-WAY (TYP)
EX 8" AC SEWER TO BE
REMOVED AND NEW
SEWER PLACED IN
SAME TRENCH
EX WATER MAIN
50' RIGHT OF WAY
EX GAS MAIN
50' RIGHT OF WAY
50' RIGHT OF WAY
50' RIGHT OF WAY
21+00 22+00 23+00 24+00 25+00 25+72 J04025
J04026 F07052
F07051
7+008+009+0010+0011+0011+51
NEENAH FOUNDRY R-1976
COVER TO BE USED AT
CLEANOUT. (TYPICAL FOR
ALL CLEANOUTS WITHIN
BLACKTOP).
21+00 22+00 23+00 24+00 25+00 26+00 26+50
7+008+009+0010+0011+0012+00
J04025
4' DIA. MH
RI
M
EL
: 4
.83
ST
A:
+2
3.4
IN
V
OU
T
4.6 5 (
S)
IN
V
IN
4.7 5 (
N)
J04026
4' DIA. MH
RI
M
EL
: 4
.28
ST
A:
+7
1.8
IN
V
OU
T
5.8 3 (
S)
223 LF 8"∅ PVC @ 2.63% 248 LF 8"∅ PVC @ 0.43%
EXISTING GRADE
HORIZ.
VERT.
50 500
SCALE
PLAN & PROFILE
PROFILEVERT.
HORIZ.
MH COVER TO BE
SELF LEVEL WATERTIGHT
MH COVER TO BE
SELF LEVEL WATERTIGHT
MH COVER TO BE
SELF LEVEL WATERTIGHT
MH COVER TO BE
SELF LEVEL WATERTIGHT
SE
W
ER
LA
TE
RA
L
ST
A.
+4 6.0
APPROXIMATE DEPTH OF
WATER LINE. ACTUAL DEPTH
TO BE FIELD VERIFIED. (TYP)
F07052
4' DIA. MH
RI
M
EL
: 4
.26
ST
A:
+5
1.1
IN
V
OU
T
4.0 7 (
N)
F07051
5' DIA. MH
RI
M
EL
: 4
.36
ST
A:
8+
.44
IN
V
OU
T
5.9
8 ( N)
IN
V
IN
6.0
8 ( S)
SE
W
ER
LA
TE
RA
L
ST
A.
+2 7.5
SE
W
ER
LA
TE
RA
L
ST
A.
+5 3.4
SE
W
ER
LA
TE
RA
L
ST
A.
9+
.19
SE
W
ER
LA
TE
RA
L
ST
A.
8+
.09
SE
W
ER
LA
TE
RA
L
ST
A.
8+
.08
SE
W
ER
LA
TE
RA
L
ST
A.
7+
.64
SE
W
ER
LA
TE
RA
L
ST
A.
7+
.26
EX WATER
STA. 9+79.50
EX WATER
STA. 8+87.55
EX GAS
STA. 8+41.48
EX WATER
STA. 7+29.82
EX GAS
STA. 25+42.41
EX WATER
STA. 24+87.28
SE
W
ER
LA
TE
RA
L
ST
A.
+8 9.9
SE
W
ER
LA
TE
RA
L
ST
A.
+9 3.0
SE
W
ER
LA
TE
RA
L
ST
A.
+9 4.6
EX GAS
STA. 23+75.54
EX WATER
STA. 23+73.43
EX WATER MAIN
STA. 23+01.93
SE
W
ER
LA
TE
RA
L
ST
A.
+0 1.9
EXISTING GRADE
SE
W
ER
LA
TE
RA
L
ST
A.
+7 1.6
118 LF 8"∅ PVC @ 2.21%333 LF 8"∅ PVC @ 2.40%
EX 8"Ø AC SAN PIPE
(TO BE REMOVED & REPLACED
WITH 8"Ø PVC PIPE) (TYP)
EX 8"Ø AC SAN PIPE
(TO BE REMOVED & REPLACED
WITH 8"Ø PVC PIPE) (TYP)
EX WATER
STA. 10+99.81
BID DRAWINGSJ:\
PR
OJ
\77
1-
\08
-C
AD
D\
-C
IV
IL\
1-
_C
-1
-1
P &P
.D W
G/ C-
3/9
/19 /20
:14 A
M/ Br itn er
, D av id
PROJECT NO:
CHECKED BY:
ISSUED DATE:
SHEET NO:
DRAWN BY:
© BUCHART HORN, INC.
MA
RK
IS
SU
ED
D
AT
E
DE
SC
RI
PT
IO
N
RE
VI
SI
ON
S
SHEET TITLE:
77551-00
VI
RG
IN
IA
A
VE
S
EW
ER
R
EP
LA
CE
ME
NT
DO
VE
R
TO
W
NS
HI
P, D
OV
ER
P A.
DO
VE
R
TO
W
NS
HI
P, Y
OR
K
CO
UN
TY
DO
VE
R
TO
W
NS
HI
P
W
ES
T
CA
NA
L R
OA
D
DO
VE
R, P
A
MARCH 2025
C-103
SITE PLAN
PROFILE
DB
DG
2 PROFILE
SCALE: 1" = 50' 0 50' 100'1 SITE PLAN N
E
S
W
PROJECT NORTH
MA
TC
H
LIN
E
SE
E
MA
TC
H
LIN
E
SE
E
SH
EE
T C-
SH
EE
T C-
MA
TC
H
LIN
E
SE
E
MA
TC
H
LIN
E
SE
E
SH
EE
T C-
SH
EE
T C-
AutoCAD SHX Text S
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WV
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WV
AutoCAD SHX Text
FH
AutoCAD SHX Text
SCO
AutoCAD SHX Text S
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text S
AutoCAD SHX Text
WV
AutoCAD SHX Text
FH
AutoCAD SHX Text
WSO
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WM
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
SCO
AutoCAD SHX Text S
AutoCAD SHX Text
SCO
AutoCAD SHX Text
WSO
AutoCAD SHX Text
GV
AutoCAD SHX Text
SCO
WSO
226269 C24314With UG
Utility Pole 26253 24354
Utility Pole26256 24362
Utility Pole
Utility Pole 26244 24342
Utility Pole Met Ed 26247 24335
Utility Pole
Utility Pole Met Ed 26241 24329
Utility Pole 26238 24316
Utility Pole 26243 24316
Utility Pole Met Ed 26234 24298
Utility Pole Met Ed 26239 24297 W ith UG
Guy
Guy
InletType MGrt: 471.62Inv: 470.06
End PipeInv: 468.42
15" SLCPP
SignWatch Children
SignStop Ahead
Sign Stop
Sign Speed Limit 25
End Pipe Inv: 474.06
End Pipe Inv: 474.74
3' Vinyl Fence
476.221
BC1
476.664
TC1
475.959
TC1
475.548
TC1
475.592
BC1
475.265
BC1
475.248
TC1
475.552
TC1
475.439
MBOX
475.097
SGN WATCH CHILDREN
475.180
UP 26256 24362
474.112
BC1 148
474.473
TC1
152474.606
MHS
473.239
BC1
473.753
TC1
473.285
TC1
473.401
MBOX
472.995
TC1
473.399
TC1
472.864
BC1
472.383
BC1 171
472.706
TC1
471.659
TC1
471.264
BC1
471.918
MAC
471.441
MAC
470.960
BC1
471.439
TC1
470.905
TC1
470.624
BC1 193
470.646
TC1
471.076
TC1
470.247
MBOX 2
469.671
BC1
470.188
TC1
470.273
UP
469.254
BC1
469.893
TC1
469.303
TC1
468.330
BC1 214
468.396
TC1
468.761
TC1
466.150
BC1
466.519
TC1
464.750
TC1
464.308
BC1
464.854
WV
464.965
FH
467.036
BM
239470.515 W
V
240471.064
MHS
241471.779 W
V
242470.473
MHS
472.257 W
V
477.233
TC2 ST
477.225
BWALL1 ST
477.209
BWALL1
477.628
BWALL1282
479.147
TWALL
479.119
TWALL
476.991
TC2
476.987
TC2
476.674
TC2293
476.440
BC2
476.181
BC2
476.300
TC2
476.518
TC2
476.334
MBOX
476.579
WS
475.598
TC2 309
475.237
BC2
475.455
UG1
475.362
UG1 UG2 ST
475.055
UG2
475.356
UG1
474.251
TC2 329
474.057
BC2
473.197
UG1
472.919
UG1 UG2 ST
472.766
UG2
473.395
UG2
472.816
UG1
473.458
TC2 346
473.166
MAC
472.699
UP 26253 24354
472.869
TC2 BC
472.202
BC2 BC
472.043
BC2
472.880
TC2
472.856
TC2
472.013
BC2
472.007
BC2
472.855
TC2
472.904
TC2
471.958
BC2
472.025
BC2370
472.837
TC2
472.942
TC2
472.126
BC2
472.126
BC2
472.843
TC2
472.867
TC2 EC
472.265
BC2 EC
472.013
MAC
471.800
MAC
471.641
TG
471.606
TG
471.580
TG-1.52 15 SLCPP
471.913
UG1
471.711
UG1 UG3 ST
471.645
UG1
470.859
UG1
470.800
UG1 UG2 ST
470.562
UG2
470.992
UG2
470.723
UG1
470.023
UG1
469.489
UG1
468.278
UG1
467.106
UG1
467.024
UG1 UG2 ST
466.881
UG2
466.979
UG1
466.597
UG1
468.139
SGN STOP AHEAD
472.568
MAC
472.300
MAC
471.620
MAC
471.902
UG3 BC
471.934
UG3
471.958
UG3 EC
472.034
UG3 BC
472.042
UG3
472.072
UG3 EC
472.401
UG3
472.965
SGN STOP
473.641
TC2
473.118
BC2
473.586
MAC
473.218
UG3 UG4 ST
473.160
UG4
473.121
MBOX
474.287
MAC
473.804
UG3
474.448
TC2
473.958
BC2
475.173
TC2
474.956
TC2
474.785
BC2
474.918
MAC
474.029
MBOX
475.667
MAC
475.296
UG3
475.362
GUY
475.154
UG4 ST
474.631
UG4
475.520
UP 26244 24342
475.358
BC2
475.482
TC2
476.386
MAC
475.903
TC2
476.380
TC2
475.911
BC2
476.079
BC2535
476.508
TC2
476.422
MAC
476.107
UG3
476.430
UG3 UG4 ST
476.565
UG4
476.714
GUY
477.516
GS
476.938
UP ME26247 24335
477.108
UP
476.822
MAC
476.338
MBOX
476.251
MBOX
476.679
UG3 UG4 ST
475.794
UG4
476.916
MAC
476.735
UG3
476.783
SGN 25 MPH
607476.298
SCO
477.015
SAN PNT TEE
477.009
MAC
620477.297
SCO
477.483
SAN PNT TEE
477.657
MHS
476.543
UP ME26241 24329
477.331
MBOX
477.747
MAC
478.113
UG3 UG4 ST
477.948
UG4
478.770
MAC
478.673
UG3 UG4 ST
478.068
UG4
479.264
SAN PNT TEE
478.503
SCO
478.726
MBOX 2
478.782
UP 26238 24316
479.185
UP 26243 24316
479.280
UG4 ST
479.752
MAC
479.554
UG4 UG3
480.575
UG4 ST
479.936
UG4 UG3
480.003
SAN PNT TEE
479.884
SCO
480.536
MAC
480.216
UG3
481.464
MAC
481.297
UG3
481.390
MBOX 2
481.799
SAN PNT TEE
481.657
SCO
482.275
MAC
481.988
UG3 UG4 ST
481.967
UG4
482.943
MAC
482.563
UG3
481.820
UP ME26234 24298
482.541
UP ME26239 24297 UG
482.918
FEN1 ST
483.078
FEN1
483.145
FEN1
483.586
MAC
483.242
UG3 UG4 ST
482.857
UG4
483.441
SCO SS2
483.609 W
S UW
2 ST
483.550
UW2 UW1
483.693
17? OR 11? GAS LINE OFF RD
483.258
UW1 UW2 ST
482.393 W
S UW
482.765
UG
482.544
SCO?
Grass
Grass
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Stone Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Stone Driveway
Stone
12" CMP
Conc. Curb Concrete Sidewalk
Dead Pine Tree
Conc. Curb
Conc. Curb Concrete Sidewalk
Rock Wall
Paved Driveway Conc. Retaining Wall
Conc. Retaining Wall
Conc. Walk
Depressed Curb
Grass
Grass
Stump
Edge of Pavement Conc. Curb Concrete Sidewalk
Concrete Sidewalk
Paved Driveway
Paved Driveway
Paved Driveway
Paved Driveway
Grass
Grass
Grass
Grass
Grass
Depressed Curb
Depressed Curb
Depressed Curb
Depressed Curb
8" AC
8" AC
Paved
Conc. W alk
Conc. W alk
476.728
WS
476.791
SCO
476.244
RB FND 5/8IN BENT - LOC BASE
472.716
WS
472.583
RB FND 1/2IN 2IN BUR
473.152
SCO
476.208
WS
476.256
SCO
476.668
IP FND 1IN DIAM FLUSH
477.985
WS
478.493
IP FND 1IN DIAM LEAN - LOC BASE TOPO
481.763
METAL ROD18IN TALL7720
482.419
WS
Approx. Location 2" PLA Gas Line
Approx. Location Water Line
Approx. Location PLA Gas Line
0+
1+
1+
Sanitary MH (F07054)
Rim: 474.61 Inv: 467.69
Sanitary MH (F07053) Rim: 470.47 Inv: 466.17
Sanitary MH (F07050) Rim: 477.66 Inv: 466.80
Sanitary MH (F07049) Rim: 471.06
Inv (NE): 465.80 Inv: 465.34
S
S
S
S
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
Steven A. & Amanda D. Tracey Parcel ID No. 24-000-07-0014.00
Deed Ref. 1768-6474 Plan II-25
1650 Virginia Ave
Shane M. & Ledia M. Nace Parcel ID No. 24-000-07-0024.00
Deed Ref. 2450-3857 1651 Virginia Ave
Johnnie K. & Tabitha L. Melo Parcel ID No. 24-000-07-0015.00
Deed Ref. 2154-6383 1640 Virginia Ave
Gerald W. & Darcy J. Cook Parcel ID No. 24-000-07-0022.00
Deed Ref. 1292-7641 1621-1631 Virginia Ave
Donald L. & Irene E. Bonsell Parcel ID No. 24-000-07-0021.00
Deed Ref. 2098-1683 1625 Virginia Ave
Faye M. Wine Parcel ID No. 24-000-07-0015.A0
Deed 2206-4839 1620 Virginia Ave
Scott R. Enders Parcel ID No. 24-000-07-00016.00
Deed Ref. 2723-3163 1610 Virginia Ave
Lewis L. & Roxanne E. Crone Parcel ID No. 24-000-07-0019.00
Deed Ref. 98-Z-802 & 722-1031
3130 Cardinal Ln.
Modane Marshall Parcel ID No. 24-000-07-0018.00
Deed Ref. 97-F-567 1606 Virginia Ave
Gregory A. Mummert
Parcel ID No. 24-000-21-0028.00
Deed Ref. 1351-7957
3121 Cardinal Ln
Dale E. Bupp
Parcel ID No. 24-000-21-0029.00
Deed Ref. 1410-2221
Plan X-544 & PP-826
3127 Cardinal Ln
Dolores A. Hendricks &
Kenneth R. Firestone
Parcel ID No. 24-000-21-0030.00
Deed Ref. 2150-453
Plan X-544 & PP-826
3133 Cardinal Ln
John E. & Lacrisha J. Payne
Parcel ID No. 24-000-21-0027.00
Deed Ref. 1278-6387 Tract No. 1
3115 Cardinal Ln
Sandy D. & Carol L. Bennett Parcel ID No. 24-000-07-0018.A0
Deed Ref. 66-F-886 1600 Virginia Ave
Benjamin & Delaney Wasson Parcel ID No. 24-000-07-0023.00
Deed Ref. 2787-1091 1641 Virginia Ave
Jay R. & Deborah A. Allen Parcel ID No. 24-000-07-0020.00
Deed Ref. 92-G-573 & 722-1033
1611 Virginia Ave
0+00 1+002+003+004+005+006+007+00
S
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
HULL AVENUE (UNOPENED)
CARDINAL LANE (T-499)
VIRGINIA AVENUE (T-838)
0+
1+
1+
EX WATER MAIN
50' RIGHT OF WAY
EX GAS MAIN
50' RIGHT OF WAY
34'±
EX GAS MAIN
F07050
F07049
F07054
F07053
50' RIGHT OF W
AY
0+00 1+002+003+004+005+006+007+00
-0+500+001+002+003+004+005+006+007+00
F07053
4' DIA. MH
RI
M
EL
: 4
.47
ST
A:
+8
8.9
IN
V
OU
T
6.0 7 (
S)
IN
V
IN
6.1 7 (
SW
EXISTING GRADE
HORIZ.
VERT.
50 500
SCALE
PLAN & PROFILE
PROFILEVERT.
HORIZ.
MH COVER TO BE
SELF LEVEL WATERTIGHT
MH COVER TO BE
SELF LEVEL WATERTIGHT
APPROXIMATE DEPTH OF
WATER LINE. ACTUAL DEPTH
TO BE FIELD VERIFIED. (TYP)
IN
V
OU
T
5.3 4 (
N)
EX GAS
STA. 6+59.33
SE
W
ER
LA
TE
RA
L
ST
A.
6+
.91
SE
W
ER
LA
TE
RA
L
ST
A.
5+
.33
SE
W
ER
LA
TE
RA
L
ST
A.
5+
.61
SE
W
ER
LA
TE
RA
L
ST
A.
4+
.84
SE
W
ER
LA
TE
RA
L
ST
A.
4+
.31
SE
W
ER
LA
TE
RA
L
ST
A.
3+
.25
SE
W
ER
LA
TE
RA
L
ST
A.
3+
.40
SE
W
ER
LA
TE
RA
L
ST
A.
1+
.72
SE
W
ER
LA
TE
RA
L
ST
A.
0+
.98
SE
W
ER
LA
TE
RA
L
ST
A.
1+
.92
EX WATER
STA. 5+91.93
EX GAS
STA. 5+12.72
EX WATER
STA. 4+63.49
EX GAS
STA. 4+48.33 EX 12 CMP
STA. 2+96.62
EX WATER
STA. 2+18.78
EX WATER
STA. 0+67.64
EX GAS MAIN
STA. 0+56.00
EX 15" STORM PIPE
STA. 0+33.99
EX GAS
STA. 2+84.37EX WATER
STA. 3+36.47
F07050
4' DIA. MH
RI
M
EL
: 4
.66
ST
A:
4+
.52
IN
V
OU
T
7.0
5 ( N)
IN
V
IN
7.1
5 ( S)
F07049
4' DIA. MH
RI
M
EL
: 4
.06
ST
A:
0+
.10
IN
V
IN
5.4
4 (
NE
IN
V
IN
5.4 4 (
S)
280 LF 8"∅ PVC @ 2.21% 398 LF 8"∅ PVC @ 0.40% 21 LF 8"∅ PVC
@ 2.99%
EX 8"Ø AC SAN PIPE
(TO BE REMOVED & REPLACED
WITH 8"Ø PVC PIPE) (TYP)
BID DRAWINGSJ:\
PR
OJ
\77
1-
\08
-C
AD
D\
-C
IV
IL\
1-
_C
-1
-1
P &P
.D W
G/ C-
4/9
/19 /20
:16 A
M/ Br itn er
, D av id
PROJECT NO:
CHECKED BY:
ISSUED DATE:
SHEET NO:
DRAWN BY:
© BUCHART HORN, INC.
MA
RK
IS
SU
ED
D
AT
E
DE
SC
RI
PT
IO
N
RE
VI
SI
ON
S
SHEET TITLE:
77551-00
VI
RG
IN
IA
A
VE
S
EW
ER
R
EP
LA
CE
ME
NT
DO
VE
R
TO
W
NS
HI
P, D
OV
ER
P A.
DO
VE
R
TO
W
NS
HI
P, Y
OR
K
CO
UN
TY
DO
VE
R
TO
W
NS
HI
P
W
ES
T
CA
NA
L R
OA
D
DO
VE
R, P
A
MARCH 2025
C-104
SITE PLAN
PROFILE
DB
DG
2 PROFILE
SCALE: 1" = 50' 0 50' 100'1 SITE PLAN N
E
S
W
PROJECT NORTH
MA
TC
H
LIN
E
SE
E
MA
TC
H
LIN
E
SE
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 .