1-2026-06-09 Race St. Water Main Bid Plans.pdf
PDF 18 MB Posted
- Attached to
- Race Street Water Main Replacement
- Solicitation number
- Not on record
- Issued by
- Chester County, Pennsylvania
About this file
This bid document package consists of engineering plans and specifications prepared by Pennoni Associates for the Borough of Kennett Square, Pennsylvania, for the Race Street Water Main Replacement project located in Chester County. The project involves replacement of approximately 860 linear feet of 6-inch and 8-inch diameter ductile iron pipe (DIP) water main, installation of approximately 36 insertion valves on existing water mains ranging from 4-inch to 12-inch diameter, replacement of service lines and valves, installation of two new fire hydrants, and replacement of one storm inlet. The project encompasses work across Cypress Street, Race Street, Juniper Street, and South Willow Street. Sealed bids are due electronically through PennBid by 10:00 AM on June 30, 2026, with public bid opening at the Borough office located at 600 South Broad Street, Kennett Square, PA 19348. A non-mandatory pre-bid meeting is scheduled for June 15, 2026, at 10:00 AM at the intersection of South Willow Street and Juniper Street. The contract performance period is 150 consecutive calendar days from the Notice to Proceed, with the owner intending to issue the Notice to Proceed by March 3, 2026. All disturbed areas must be restored to original conditions, including pavement restoration with mill and overlay, topsoil, seeding, and site cleanup.
Bid security of not less than ten percent of the bid amount is required in the form of a certified check or surety bond from companies licensed in Pennsylvania. The successful contractor must provide a 100 percent performance bond, 100 percent labor and materials bond, and 25 percent maintenance bond. Pennsylvania Department of Labor and Industry prevailing wage rates apply to all work performed. Liquidated damages of $100 per calendar day will be assessed for failure to meet the contract completion deadline. Progress payments will be made monthly with ten percent retainage until 50 percent completion, then reducing to five percent retainage thereafter. The project is funded in part by a grant from the Chester County Department of Community Development Community Revitalization Program, with requisite grant requirements to be detailed in bid documents. No bidder may withdraw their bid within 60 days after the scheduled bid closing time. The owner reserves the right to waive any informality or reject any or all bids. Construction must comply with Pennsylvania Erosion and Sediment Control Program Manual requirements and PENNDOT standards for temporary traffic control.
View the file
Other files
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
SITE
SITE
U:
\A cc ou nt s\K
ES
QB
\K
ES
QB
- R ac e St
W at er M ain R ep lac em en t D es ign \D
ES
IG
N\ _S
HE
ET
S\
CS
.d wg
PL
OT
TE
D:
6/
9/
:3
PM,
B
Y:
Ad am P ug h
PL
OT
ST
YL
E:
Pe nn on i N
CS
.st b
PR
OJ
EC
T
ST
AT
US
CS0001
BY
N
O
D
AT
E R
EV
IS
IO
N
S
R
AC
E
ST
R
EE
T W
AT
ER
M
AI
N R
EP
LA
C
EM
EN
T
R
AC
E
ST
R
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
S.
B
R O
AD
S
TR
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
BO
R
O U
G H
O F
KE
N
N
ET
T
SQ
U
AR
E
C O
VE
R
S H
EE
T
KESQB25013
AS NOTED
PMA / AVP
06-09-2026
MJE
SHEET
APPROVED BY
OF1 12
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL
INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
IM
EN
SI
O N
S M
U
ST
B E
VE
R
IF
IE
D B
Y C
O N
TR
AC
TO
R
AN
D
O W
N
ER
M U
ST
B
E N
O
TI
FI
ED
O F
AN
Y
D
IS
C R
EP
AN
C
IE
S
BE
FO
R
E
PR
O C
EE
D
IN
G
W
IT
H W
O R
K
LOCATION MAP
Scale: 1" = 700'
USGS MAP
Scale: 1" = 1000'
N O
R
TH
N O
R
TH
CALL 1-800-242-1776
CALL BEFORE YOU DIG
BEFORE YOU DIG ANYWHERE IN PENNSYLVANIA
PA. ACT 287 OF 1974 REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR
BLAST PENNSYLVANIA ONE-CALL SYSTEM, INC.
SERIAL NUMBER(S): 20253461432
PREPARED BY:
PENNONI ASSOCIATES INC.
Christiana Executive Campus 121 Continental Drive, Suite 207 Newark, DE 19713-4310 T 302.655.4451 F 302.654.2895
BY
N
O
D
AT
E R
EV
IS
IO
N
S
SHEET LIST TABLE
SHEET PAGE SHEET TITLE
CS0001 1 COVER SHEET
CS0002 2 SITE REFERENCE PLAN
CS0201 3 EXISTING CONDITIONS
CS1702 4 PLAN AND PROFILE
CS1703 5 PLAN AND PROFILE
CS1704 6 PLAN AND PROFILE
CS2501 7 TRAFFIC CONTROL PLAN
CS2502 8 MAINTENANCE AND PROTECTION OF TRAFFIC DETAILS
CS2504 9 ROAD RESTORATION PLAN
CS6041 10 CONSTRUCTION DETAILS
CS6042 11 CONSTRUCTION DETAILS
CS6043 12 SITE DETAILS
PREPARED FOR:
OWNER
BOROUGH OF KENNETT SQUARE
600 S. BROAD STREET
KENNETT SQUARE, PA 19348
(610) 444-6020
RACE STREET WATER MAIN REPLACEMENT
BID PLANS
KENNETT SQUARE, CHESTER COUNTY, PENNSYLVANIA
JUNE 9, 2026
BM=326.96
UPI: 3-3-224
N/F FALINI EMIDIO J & ELAINE B
221 MARSHALL STREET
KENNETT SQUARE, PA
UPI: 3-3-225
N/F BASCIANI STEVEN J
220 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-237
N/F NILAN DAVID F &
NILAN MEGAN M
219 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-236.1A
N/F WASSERMAN ELLEN
217 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-236.1
N/F GONZALEZ JUVENAL &
GONZALEZ ANNA
215 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-236
N/F SAXTON-NICOL LARA E
213 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-235
N/F WILLIAMS CHERIE A
211 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-235.1
N/F WALLS ALFONZO L &
ANGELA L
209 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-234
N/F MAGEE BRENDAN G &
LAUREN O
207 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-233.1
N/F SNOW JANET
203 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-233
N/F BRISON MITCHELL A &
BROCK CATHERINE A
205 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-251
N/F 215 RACE LLC
215 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-250
N/F STANSBERRY DIANE M
217 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-249
N/F 215 RACE LLC
219 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-232
N/F 321 EAST CYPRESS LLC
201 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-158
N/F KENNETT SQUARE
BOROUGH
199 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-157
N/F KENNETT SQUARE
BOROUGH
409 E CYPRESS STREET
KENNETT SQUARE, PA
UPI: 3-3-156
N/F VILLICANA SALVADOR
401 E CYPRESS STREET
KENNETT SQUARE, PA
UPI: 3-3-155
N/F POSEY JONES LLC
155 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-247
N/F 301 RACE LLC
303 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-248
N/F 301 RACE LLC
301 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-244
N/F 301 RACE LLC
301 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-246
N/F 215 RACE LLC
301 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-245
N/F 301 RACE LLC
3011 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-241.1
N/F BARBER WILLIAM B
302 JUNIPER STREET
KENNETT SQUARE, PA
UPI: 3-3-243
N/F TRITEA LLC
320 JUNIPER STREET APT A-15
KENNETT SQUARE, PA
UPI: 3-3-252
N/F FKENNETT SQUARE
BOROUGH
478 E CYPRESS STREET
KENNETT SQUARE, PA
UPI: 3-3-160
N/F KENNETT SQUARE
BOROUGH
101 RACE STREET
KENNETT SQUARE, PA
TOP=310.6
INV =301.8
(SLEEVE INSERT UNABLE
TO GET A AND B)
R
AC
E
ST
R
EE
T R
AC
E
ST
R
EE
T
JUNIPER STREETJUNIPER STREET
JUNIPER STREET
R
AC
E
ST
R
EE
T
E. CYPRESS STREET
E. CYPRESS STREET
U:
\A cc ou nt s\K
ES
QB
\K
ES
QB
- R ac e St
W at er M ain R ep lac em en t D es ign \D
ES
IG
N\ _S
HE
ET
S\
CS
TE
D:
6/
9/
:3
PM,
B
Y:
Ad am P ug h
PL
OT
ST
YL
E:
Pe nn on i N
CS
.st b
PR
OJ
EC
T
ST
AT
US
CS0002
BY
N
O
D
AT
E R
EV
IS
IO
N
S pl ac e do ub le se al he re pl ac e si ng le se al he re pl ac e do ub le se al he re
KESQB25013
1"=30'
PMA / AVP
MJE
SHEET
APPROVED BY
OF2 12
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
IM
EN
SI
O N
S M
U
ST
B E
VE
R
IF
IE
D B
Y C
O N
TR
AC
TO
R
AN
D
O W
N
ER
M U
ST
B
E N
O
TI
FI
ED
O F
AN
Y
D
IS
C R
EP
AN
C
IE
S
BE
FO
R
E
PR
O C
EE
D
IN
G
W
IT
H W
O R
K
00 30' 60'
PE
N
N O
N I A
SS
O
C
IA
TE
S
IN
C
C hr is tia na
E xe cu tiv e C am pu s
C on tin en ta l D riv e, S ui te
N ew ar k, D E
3-
T
2.
5.
F
.6
.2
N O
R
TH
R
AC
E
ST
R
EE
T W
AT
ER
M
AI
N R
EP
LA
C
EM
EN
T
R
AC
E
ST
R
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
S.
B
R O
AD
S
TR
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
BO
R
O U
G H
O F
KE
N
N
ET
T
SQ
U
AR
E
SI
TE
R
EF
ER
EN
C E
PL
AN
SHEET CS1702
SITE REFERENCE PLAN
SCALE 1"=30'
BY
N
O
D
AT
E R
EV
IS
IO
N
S
06-09-2026
SHEET CS1703
SHEET CS1704
PROPERTY LINE
EXISTING PROPOSED
BUILDING
CABLE TV MANHOLE
CURB
EDGE OF PAVEMENT
EDGE OF GRAVEL
EASEMENT
FENCE
GAS VALVE
GAS UNDERGROUND
PHONE MANHOLE
PHONE UNDERGROUND
POWER JUNCTION BOX
POWER LIGHT
POWER OVERHEAD
UTILITY POLE
POWER UNDERGROUND
TRAFFIC SIGN
STREAM
SANITARY SEWER MANHOLE
SANITARY SEWER UNDERGROUND
SANITARY SEWER FORCE MAIN
STORM SEWER MANHOLE
STORM SEWER INLET
STORM SEWER UNDERGROUND
SANITARY SEWER CLEAN-OUT
MINOR CONTOUR
MAJOR CONTOUR
PEDESTRIAN SIGNAL
SHRUB
TREE
TREE LINE
FIRE HYDRANT
WATER METER
WATER UNDERGROUND
WATER VALVE
DESCRIPTION
MILL AND OVERLAY
LEGEND
WATER SERVICE VALVE / CURB STOP
FULL DEPTH PAVEMENT / SAW CUTS
SIDEWALK
ABANDON / DEMO LINE
INLET PROTECTION
ABANDON LINE WITH FLOWABLE FILL
338 336
327 325
343 33
9 30
E. CYPRESS STREET
JUNIPER STREET
A B
C
A B
GRASS
GRASS
GRASS
GRASS
GRASS GRASS
GRASS
MACADAM
MACADAM
MACADAM
MACADAM
MAC
CONC. SWKCONC. SWK
GRASSGRASSGRASS
GRASS
GRASS
R
AC
E
ST
R
EE
T
R
AC
E
ST
R
EE
T
R
AC
E
ST
R
EE
T
JUNIPER STREET
FIRE PLACE
GRASS
OFFICE
STOP
STOP BOOK BOX
STOP
REFLECTOR
STREET
STOP
MACADAM
CONC. SWK
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
ELEC
JUNCTION
BOX
GRASS
MAC
GRASS
CONC. SWKCONC. SWK
HEDGEHEDGE
LS AREA
W/SIGN
RSERV
PARK
NO
PARK
MAC
DRIVE
STOP
A B
BM=326.96
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
S. W
ILLO
W
STR
EET
R O
SE ALLEY
R
O
SE ALLEY
CONC
STOP
MACADAM
GRAVEL
6" GAS LINE
2" GAS LINE
2" G
AS LIN
E
2" G
AS LIN
E
6" G
AS LIN
E
1.25" G
AS LIN
E
2" G
AS LIN
E 2" G
AS
LIN
E
2" G
AS LIN
E
Manhole B11
8" C900 WATER MAIN
4" WATER MAIN
4" W
ATER
M
AIN
4" W
ATER
M
AIN
4" W
ATER
M
AIN
4" W
ATER
M
AIN
2" G
ALVAN
IZED
W
ATER
M
AIN
6" W
ATER
M
AIN
6" W
ATE
R M
AIN
8" WATER MAIN
6"
WATER M
AIN
6" W
ATER
M
AIN
8" WATER MAIN (BELIEVED TO BE ASBESTOS CEMENT)8" WATER MAIN
4" W
ATER
M
AIN
8" SEWER LINE
8" SEWER LINE
8" S
EW
ER
L
IN
E
8" SEWER LINE
" S
EW
ER
L
IN
E
12" SEW
ER
LIN
E
" S
EW
ER LI
NE
8" SEWER LINE
2" GAS LINE
UPI: 3-3-224
N/F FALINI EMIDIO J & ELAINE B
221 MARSHALL STREET
KENNETT SQUARE, PA
UPI: 3-3-225
N/F BASCIANI STEVEN J
220 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-237
N/F NILAN DAVID F &
NILAN MEGAN M
219 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-236.1A
N/F WASSERMAN ELLEN
217 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-236.1
N/F GONZALEZ JUVENAL &
GONZALEZ ANNA
215 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-236
N/F SAXTON-NICOL LARA E
213 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-235
N/F WILLIAMS CHERIE A
211 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-235.1
N/F WALLS ALFONZO L &
ANGELA L
209 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-234
N/F MAGEE BRENDAN G &
LAUREN O
207 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-233.1
N/F SNOW JANET
203 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-233
N/F BRISON MITCHELL A &
BROCK CATHERINE A
205 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-251
N/F 215 RACE LLC
215 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-250
N/F STANSBERRY DIANE M
217 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-249
N/F 215 RACE LLC
219 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-232
N/F 321 EAST CYPRESS LLC
201 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-158
N/F KENNETT SQUARE
BOROUGH
199 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-157
N/F KENNETT SQUARE
BOROUGH
409 E CYPRESS STREET
KENNETT SQUARE, PA
UPI: 3-3-156
N/F VILLICANA SALVADOR
401 E CYPRESS STREET
KENNETT SQUARE, PA
UPI: 3-3-155
N/F POSEY JONES LLC
155 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-247
N/F 301 RACE LLC
303 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-248
N/F 301 RACE LLC
301 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-244
N/F 301 RACE LLC
301 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-246
N/F 215 RACE LLC
301 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-245
N/F 301 RACE LLC
3011 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-241.1
N/F BARBER WILLIAM B
302 JUNIPER STREET
KENNETT SQUARE, PA
UPI: 3-3-243
N/F TRITEA LLC
320 JUNIPER STREET APT A-15
KENNETT SQUARE, PA
UPI: 3-3-252
N/F FKENNETT SQUARE
BOROUGH
478 E CYPRESS STREET
KENNETT SQUARE, PA
UPI: 3-3-160
N/F KENNETT SQUARE
BOROUGH
101 RACE STREET
KENNETT SQUARE, PA
M
AR
SH
ALL STR
EET
APPROX. LOCATION OF
GAS LINE TERMINATION
2" WATER MAIN (BELIEVED TO BE ABANDONED)
GAS LINE (BELIEVED TO BE ABANDONED)
TOP=319.2
INV 24" CMP=315.8
(DIRT FILLED CALC.
FROM TOP OF PIPE)
TOP=312.5
INV A 4" PLASTIC=311.8
INV B 6"PVC=311.6
INV 6"PVC=311.6
INV 6"PVC=311.6
INV 6" PVC=314.9
TOP=315.8
INV 6" PVC=315.0
TOP=319.7
(COMPLETELY DIRT FILLED)
INV 24" CMP = 308.4
INV 4"PVC=334.0
Manhole B16-16 Manhole B16-15
Manhole B10-1
TOP=318.6
INV A 8" =313.5
INV B 8" TC=313.3
(COULD NOT OPEN,
DEPTH THROUGH LID HOLE)
Manhole B10-2
TOP=313.8
INV A 8" TC=310.6
INV B 8" TC=308.7
INV C 8" TC=308.2
Manhole B12
Manhole B13
Manhole B14
Manhole B15
TOP=309.8
INV A 12" =295.3
INV B 12" =295.4
TOP=310.6
INV A 18" RCP=300.0
INV B 18" RCP=299.4
TOP=310.2
INV 18" RCP=302.3
TOP=310.6
INV =301.8
(SLEEVE INSERT UNABLE
TO GET A AND B)
Manhole B16-1 Manhole B16-2
Manhole B16-3 Manhole B16-4Manhole B16-5
Manhole B7-2
Manhole B16
HYDRANT NOT IN USE
(PER HOMEOWNER)
E. CYPRESS STREET
JUNIPER STREET
U:
\A cc ou nt s\K
ES
QB
\K
ES
QB
- R ac e St
W at er M ain R ep lac em en t D es ign \D
ES
IG
N\ _S
HE
ET
S\
CS
TE
D:
6/
9/
:3
PM,
B
Y:
Ad am P ug h
PL
OT
ST
YL
E:
Pe nn on i N
CS
.st b
PR
OJ
EC
T
ST
AT
US
CS0201
BY
N
O
D
AT
E R
EV
IS
IO
N
S pl ac e do ub le se al he re pl ac e si ng le se al he re pl ac e do ub le se al he re
KESQB25013
1"=30'
PMA / AVP
MJE
SHEET
APPROVED BY
OF3 12
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
IM
EN
SI
O N
S M
U
ST
B E
VE
R
IF
IE
D B
Y C
O N
TR
AC
TO
R
AN
D
O W
N
ER
M U
ST
B
E N
O
TI
FI
ED
O F
AN
Y
D
IS
C R
EP
AN
C
IE
S
BE
FO
R
E
PR
O C
EE
D
IN
G
W
IT
H W
O R
K
00 30' 60'
PE
N
N O
N I A
SS
O
C
IA
TE
S
IN
C
C hr is tia na
E xe cu tiv e C am pu s
C on tin en ta l D riv e, S ui te
N ew ar k, D E
3-
T
2.
5.
F
.6
.2
N O
R
TH
R
AC
E
ST
R
EE
T W
AT
ER
M
AI
N R
EP
LA
C
EM
EN
T
R
AC
E
ST
R
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
S.
B
R O
AD
S
TR
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
BO
R
O U
G H
O F
KE
N
N
ET
T
SQ
U
AR
E
EX
IS
TI
N
G C
O N
D
IT
IO
N
S
RACE STREET EXISTING CONDITIONS PLAN
SCALE 1"=30'
BY
N
O
D
AT
E R
EV
IS
IO
N
S
EXISTING CONDITIONS NOTES
1. PARCEL BOUNDARIES AND BUILDING FOOTPRINTS ARE BASED UPON
CHESCOVIEWS GIS DATA AVAILABLE FROM CHESTER COUNTY.
2. TOPOGRAPHIC INFORMATION SHOWN IS BASED UPON A FIELD SURVEY
PERFORMED BY PENNONI ASSOCIATES INC. DURING NOVEMBER 2025,
REFERENCING THE FOLLOWING DATUMS.
2.1. HORIZONTAL: PENNSYLVANIA STATE PLANE, NAD 1983/2011, SOUTH
ZONE, BASED ON RTK-GPS OBSERVATION OF SURVEY CONTROL POINTS.
2.2. VERTICAL: NAVD 88, BASED ON RTK-GPS OBSERVATION OF SURVEY.
2.3. PROJECT BENCHMARK:
IPF
NORTHING: 193274.84'
EASTING: 2542234.32'
ELEVATION: 326.96'
3. UNLESS SPECIFICALLY STATED OR SHOWN HEREON TO THE CONTRARY, THIS
SURVEY IS MADE SUBJECT TO AND DOES NOT LOCATE OR DELINEATE:
3.1. RIGHTS OR INTERESTS OF THE UNITED STATES OF AMERICA OR THE
COMMONWEALTH OF PENNSYLVANIA OVER LANDS CONTAINING ANY
ANIMAL, MARINE, OR BOTANICAL SPECIES REGULATED BY OR UNDER
THE JURISDICTION OF ANY FEDERAL, STATE, OR LOCAL AGENCY.
3.2. THE JURISDICTION OF ANY FEDERAL, STATE, OR LOCAL AGENCY.
BUILDING SETBACK LINES, ZONING REGULATIONS OR LINES
ESTABLISHED BY ANY FEDERAL, STATE OR LOCAL AGENCY WHICH MAY
AFFECT THE BUILDING OR DEVELOPMENT POTENTIAL OF THE SUBJECT
PROPERTIES.
3.3. ANY SUBSURFACE OR SUBTERRANEAN CONDITION, EASEMENTS OR
RIGHTS INCLUDING BUT NOT LIMITED TO MINERAL OR MINING RIGHTS,
OR THE LOCATION OF OR RIGHTS TO ANY SUBSURFACE STRUCTURES,
CONTAINERS OR FACILITIES OR ANY OTHER NATURAL OR MAN-MADE
SUBSURFACE CONDITION WHICH MAY OR MAY NOT AFFECT THE USE OR
DEVELOPMENT POTENTIAL OF THE SUBJECT PROPERTIES.
4. LOCATIONS OF UTILITIES AS SHOWN ARE APPROXIMATE AND MAY OR MAY
NOT BE COMPLETE. THE NATURE AND EXACT LOCATION OF EXISTING
UTILITIES MUST BE VERIFIED PRIOR TO INITIATING ANY ACTIVITY THAT MAY
AFFECT THEIR USE OR LOCATION.
4.1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON
THIS PLAN ARE BASED ON EXISTING UTILITY RECORDS AVAILABLE AT
THE TIME THESE PLANS WERE PREPARED, VISIBLY APPARENT SURFACE
UTILITY FEATURES, AND LEVEL B UTILITY DESIGNATION BY BLOOD
HOUND, LLC UNDERGROUND UTILITY LOCATORS ON 04/27/2026 AND
05/07/2026.
4.2. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF
UNDERGROUND UTILITIES AND STRUCTURES IS NOT GUARANTEED.
4.3. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES WITHIN THE WORK
AREA VIA THE PENNSYLVANIA ONE CALL SYSTEM, INC. (800-242-1776) A
MINIMUM OF 3 WORKING DAYS BEFORE THE START OF EXCAVATION.
4.4. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF ALL
UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE START OF
WORK.
06-09-2026
327 325
GRASS
MACADAM
GRASS
STOP
BOOK BOX
STREET
BLDG
HEDGE
STOP
BLDG
BLDG
GRAVEL
1.25" G
AS LIN
E
UPI: 3-3-237
N/F NILAN DAVID F &
NILAN MEGAN M
219 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-244
N/F 301 RACE LLC
301 S WILLOW STREET
KENNETT SQUARE, PA
A
B
4" W
AT
ER
M
AI
N
6" GAS LINE
2" GAS LINE
INV 4"PVC=334.0
2" WATER MAIN (BELIEVED TO BE ABANDONED)
GAS LINE (BELIEVED TO BE ABANDONED)
4" WATER MAIN 4" WATER MAIN
HYDRANT NOT IN USE (PER HOMEOWNER)
JUNIPER STREET
TOP=319.7
(COMPLETELY DIRT FILLED)
TRANSITION FROM 8" WATER MAIN TO 4"
WATER MAIN (EXACT LOCATION UNKNOWN)
2" WATER MAIN (BELIEVED TO BE ABANDONED)
GAS LINE (BELIEVED TO BE ABANDONED)
STOP BAR
8" D
IP
W
AT
ER
M
AI
N
REPLACE 6" HYDRANT
VALVE AND VALVE BOX
8" DIP WATER MAIN 8" DIP WATER MAIN
6" D
IP
W
AT
ER
M
AI
N
REPLACE SERVICE
VALVE AND VALVE BOX
8" DIP WATER MAIN
1+00
PI 1+14
PI 1+363+
4+
5+
5+
PI
+6
PI 4+01
8" WET TAP INTO EXISTING 8" WATER MAIN
IMMEDIATELY WEST OF TRANSITION FROM 4" TO
8" MAIN. EXACT LOCATION TO BE DETERMINED
VIA TEST PITS DURING CONSTRUCTION
4" INSERTION VALVE LINE STOP.
TEMPORARILY INSTALL VALVE BOX. REMOVE
VALVE BOX AND PERMANENTLY CLOSE AND
BURY VALVE AFTER NEW MAIN IS ACTIVATED.
4" WET TAP WITH
GATE VALVE
8" DIP WATER MAIN
8"X8"X8" TEE
REPLACE SERVICE
VALVE AND VALVE BOX
REPLACE 6" DIP
WATER MAIN TO
HYDRANT. CONNECT
TO EXISTING HYDRANT.
2" PVC C900 PIPE
8" DIP WATER MAIN
4" INSERTION VALVE LINE STOP.
TEMPORARILY INSTALL VALVE BOX. REMOVE
VALVE BOX AND PERMANENTLY CLOSE AND
BURY VALVE AFTER NEW MAIN IS ACTIVATED.
8" to 4" REDUCER
ABANDON IN PLACE
EXISTING WATER MAIN.
ADD ITEM - FILL PIPE
WITH FLOWABLE FILL
ABANDON UNUSED OR
PERMANENTLY
CLOSED VALVES AND
VALVE BOXES
CUT AND CAP EXISTING
4" WATER MAIN. TO BE
ABANDONED AFTER
ACTIVATING NEW MAIN
AND INSTALL THRUST
BLOCK BEHIND CAP.
REMOVE VALVE BOX
REMOVE EXISTING STORM INLET
AND REMOVE EXISTING PIPING
REMOVE HYDRANT AND CAP/PLUG
JUNIPER STREET WATER MAIN
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 10'
ST
A
3+
.4
EL
EV
.5
ST
A
4+
.7
EL
EV
.4
ST
A
5+
EL
EV
.4
3+00
5.
3.
4+00 0.
5.
5+00
1.
5+41.58
9.
6" GAS
(DEPTH UNKNOWN)
M
IN
. 4 8"
C O
VE
R
MIN. 18" VERTICAL CLEARANCE
6" HYDRANT CONNECTION
8" WET TAP INTO EXISTING 8" WATER MAIN
IMMEDIATELY WEST OF TRANSITION FROM 4"
TO 8" MAIN. EXACT LOCATION OF TRANSITION
IS UNKNOWN AND SHALL BE DETERMINED
DURING CONSTRUCTION
8" DIP WATER MAN
8" DIP WATER MAN
8" C900 WATER MAN
(DEPTH UNKNOWN)
4" INSERTION VALVE LINE STOP AND TEMPORARY
VALVE BOX (ON EXISTING MAIN) 8"X8"X8" TEE
TO S. WILLOW ST.
4" WATER MAIN
(DEPTH UNKNOWN)
2" PVC C900 SERVICE CONNECTION
(TO APARTMENTS)
4" SERVICE CONNECTION
8" GATE VALVE AND VALVE BOX
8"X8"X6" TEE
TO RACE ST.
4" WATER MAIN
(DEPTH UNKNOWN)
EXISTING HYDRANT
M
IN
. 4 8"
C O
VE
R
90° BEND
TO RACE ST.
EXISTING GRADE
U:
\A cc ou nt s\K
ES
QB
\K
ES
QB
- R ac e St
W at er M ain R ep lac em en t D es ign \D
ES
IG
N\ _S
HE
ET
S\
CS
TE
D:
6/
9/
:3
PM,
B
Y:
Ad am P ug h
PL
OT
ST
YL
E:
Pe nn on i N
CS
.st b
PR
OJ
EC
T
ST
AT
US
CS1702
BY
N
O
D
AT
E R
EV
IS
IO
N
S pl ac e do ub le se al he re pl ac e si ng le se al he re pl ac e do ub le se al he re
KESQB25013
1"=10'
PMA / AVP
MJE
SHEET
APPROVED BY
OF4 12
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
IM
EN
SI
O N
S M
U
ST
B E
VE
R
IF
IE
D B
Y C
O N
TR
AC
TO
R
AN
D
O W
N
ER
M U
ST
B
E N
O
TI
FI
ED
O F
AN
Y
D
IS
C R
EP
AN
C
IE
S
BE
FO
R
E
PR
O C
EE
D
IN
G
W
IT
H W
O R
K
00 30' 60'
PE
N
N O
N I A
SS
O
C
IA
TE
S
IN
C
C hr is tia na
E xe cu tiv e C am pu s
C on tin en ta l D riv e, S ui te
N ew ar k, D E
3-
T
2.
5.
F
.6
.2
N O
R
TH
R
AC
E
ST
R
EE
T W
AT
ER
M
AI
N R
EP
LA
C
EM
EN
T
R
AC
E
ST
R
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
S.
B
R O
AD
S
TR
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
BO
R
O U
G H
O F
KE
N
N
ET
T
SQ
U
AR
E
PL
AN
A N
D P
R O
FI
LE
M
ATC
H
LIN
E TO
SH
EET C
S1703
JUNIPER STREET WATER MAIN PLAN
SCALE 1"=10'
BY
N
O
D
AT
E R
EV
IS
IO
N
S
06-09-2026
SEQUENCE OF CONSTRUCTION
1. CONDUCT A PRE-CONSTRUCTION MEETING WITH THE BOROUGH AND
ENGINEER.
2. NOTIFY THE BOROUGH OF KENNETT SQUARE AND THE ENGINEER, AT
LEAST 5 DAYS PRIOR TO COMMENCING CONSTRUCTION.
3. INSTALL TRAFFIC CONTROLS IN ACCORDANCE WITH PENNDOT
REQUIREMENTS, WHEN NECESSARY, AND AS SHOWN ON CS2501 AND
CS2502.
4. INSTALL INLET PROTECTION. INLET PROTECTION IS REQUIRED FOR
ALL INLETS WITHIN LIMITS OF CONSTRUCTION UNTIL RESPECTIVE
DRAINAGE AREAS ARE FULLY STABILIZED.
5. PERFORM TEST PITS FOR UNDERGROUND UTILITY VERIFICATION.
LOCATIONS OF TEST PITS TO BE COORDINATED WITH AND APPROVED
BY THE ENGINEER IN ADVANCE OF PERFORMING TEST PITS.
6. DEMOLISH EXISTING STORM SEWER INLETS AT INTERSECTION OF
RACE STREET AND JUNIPER STREET. REPLACE WITH ONE TYPE 'M'
STORM SEWER INLET WITHIN INTERSECTION AND RECONNECT TO
EXISTING STORM PIPE.
7. INSTALL WATER MAIN AND APPURTENANCES:
7.1. WATER MAIN, WET TAPS, MAIN VALVES, LINE STOPS, HYDRANTS,
AIR RELEASE MANHOLE AND VALVES, AND NEW VALVES AT
CONNECTIONS TO EXISTING MAINS SHALL BE CLOSED UNTIL ALL
TESTING HAS BEEN PERFORMED AND SUCCESSFULLY PASSED.
7.2. HYDROSTATIC PRESSURE TEST WATER MAIN. DISINFECT AND
BACTERIA TEST WATER MAIN.
7.3. PLACE NEW WATER MAIN INTO SERVICE.
7.4. CONSTRUCT WATER SERVICES. CONNECT EXISTING PRIVATE
BUILDING SERVICE PIPE TO NEW CURB STOP. WATER OUTAGES
TO INDIVIDUAL CUSTOMERS SHALL NOT EXCEED 8 HOURS.
8. CLOSE ALL VALVES ON EXISTING WATER MAIN AND ABANDON WATER
MAIN. CUT, CAP/PLUG, AND REMOVE VALVE BOXES AS NOTED ON
PLANS. FLOWABLE FILL PIPES IF AWARDED AS AN ADD ITEM.
9. IF AWARDED AS ADD ITEMS, CONSTRUCT ADA CURB RAMPS.
10. AFTER TEMPORARY PAVING HAS BEEN IN PLACE FOR AT LEAST 30
CALENDAR DAYS, PERFORM PERMANENT PAVING RESTORATION AND
MILL AND OVERLAY PAVING. INSTALL PAVEMENT MARKINGS.
11. PERFORM FINAL SITE RESTORATION INCLUDING TOPSOIL, SEEDING,
RESTORATION OF ALL DISTURBED FEATURES, AND SITE CLEANUP.
11.1. MAINTAIN ALL SOIL EROSION CONTROL DEVICES DURING THE
ENTIRE CONSTRUCTION PERIOD, UNLESS THE DEVICE HAS
COMPLETED ITS DESIGN FUNCTION, AT THE DISCRETION OF THE
ENGINEER.
11.2. UPON COMPLETION OF ALL WORK AND UPON APPROVAL OF THE
ENGINEER, REMOVE TEMPORARY SOIL EROSION CONTROL
DEVICES.
CONSTRUCTION NOTES
1. THESE CONSTRUCTION DRAWINGS ARE FOR THE CONSTRUCTION OF A NEW WATER MAIN, TIE-IN TO EXISTING WATER MAIN, ABANDONMENT OF PORTIONS OF EXISTING WATER MAINS, AND NEW / REPLACEMENT OF EXISTING FIRE HYDRANTS. THESE WATER MAINS ARE LOCATED WITHIN THE RIGHTS-OF-WAY OF CYPRESS STREET, RACE STREET, JUNIPER STREET, AND SOUTH WILLOW STREET IN THE BOROUGH OF KENNETT SQUARE.
2. ALL PROPOSED WATER MAIN TO BE CLASS 52 CEMENT-LINED DUCTILE IRON PIPE.
3. PROPOSED WATER MAIN SHALL BE PLACED AWAY FROM EXISTING SANITARY SEWER AND GAS LINES.
4. ALL DISTURBED R.O.W./PROPERTY CORNER MONUMENTS ARE TO BE REPLACED AND VERIFIED BY A
REGISTERED / PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO LOCATE PROPERTY LINES AND RIGHT-OF-WAY LINES PRIOR TO CONSTRUCTION AND AVOID CONSTRUCTION ACTIVITIES ON PRIVATE PROPERTY AND/OR RIGHTS-OF-WAYS WHERE SAID CONSTRUCTION IS PROHIBITED. THE CONTRACTOR MAY CONDUCT CONSTRUCTION ACTIVITIES ON PRIVATE PROPERTY PROVIDED IF HE HAS OBTAINED PRIOR WRITTEN PERMISSION FROM THE PROPERTY
OWNER AND HAS SUBMITTED A COPY OF SAID WRITTEN PERMISSION TO THE OWNER.
6. A FINAL SET OF APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS SHALL BE MAINTAINED ON THE JOB SITE AT ALL TIMES. FAILURE TO COMPLY WITH THIS PROVISION SHALL BE CONSIDERED CAUSE TO STOP THE
WORK.
7. THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF CONTRACT DRAWINGS ON WHICH HE SHALL NOTE, IN RED, THE ALIGNMENTS AND INVERTS OF ALL UNDERGROUND UTILITIES INSTALLED OR ENCOUNTERED DURING THE EXECUTION OF THE WORK. ALL DISCREPANCIES BETWEEN THE PLAN LOCATIONS AND ELEVATIONS OF BOTH THE EXISTING AND PROPOSED UTILITIES SHALL BE SHOWN ON THE AS-BUILT DRAWINGS TO BE
MAINTAINED BY THE CONTRACTOR IN THE FIELD.
8. THE CONTRACTOR SHALL OPEN ONLY THAT SECTION OF TRENCH OR ACCESS PITS WHICH CAN BE BACKFILLED AND STABILIZED AT THE END OF EACH WORKING DAY. THIS REQUIREMENT DOES NOT APPLY TO AREAS
COMPLETELY CLOSED AND SECURE FROM VEHICULAR OR PEDESTRIAN TRAFFIC.
9. TEMPORARY PAVING IS REQUIRED IN ALL TRENCHES AT THE END OF WORK EACH DAY ON CYPRESS ST. NO
TEMPORARY PAVING IS REQUIRED ON RACE ST., JUNIPER ST., OR WILLOW ST.
10. THE CONTRACTOR SHALL USE ONLY NEW MATERIALS, PARTS, AND PRODUCTS. ALL MATERIALS SHALL BE STORED SO AS TO ASSURE THE PRESERVATION OF THEIR QUALITY AND FITNESS FOR THE INTENDED WORK.
11. ROUTINE INSPECTIONS DURING CONSTRUCTION WILL BE PERFORMED BY THE OWNER/ENGINEER. THESE INSPECTIONS DO NOT RELIEVE THE CONTRACTOR FROM HIS OBLIGATION AND RESPONSIBILITY FOR CONSTRUCTING ALL WORK IN STRICT ACCORDANCE WITH ALL STANDARDS AND SPECIFICATIONS AND
CONSTRUCTION DOCUMENTS.
12. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND ORDERS OF ANY PUBLIC BODY HAVING JURISDICTION. THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY THE CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY SAFEGUARDS FOR SAFETY
AND PROTECTION.
13. ANYTIME A PROBLEM OCCURS REGARDING AN EROSION & SEDIMENT CONTROL PRACTICE THE CONTRACTOR SHALL TAKE THE NECESSARY MEASURES TO CORRECT THE PROBLEM, AT NO ADDITIONAL EXPENSE TO THE OWNER, AND IN ACCORDANCE WITH THE "PENNSYLVANIA EROSION AND SEDIMENT CONTROL PROGRAM
MANUAL", LATEST EDITION, AND THE ENGINEER.
14. ALL AREAS USED BY THE CONTRACTOR FOR STAGING OPERATIONS SHALL BE FULLY RESTORED BY THE
CONTRACTOR UPON COMPLETION OF THE PROJECT. IF THE STAGING AREA IS PAVED, IT SHALL BE RESTORED TO ITS ORIGINAL CONDITION. IF THE STAGING AREA IS UNPAVED, IT SHALL BE RE-GRADED, TOPSOILED, SEEDED, AND MULCHED TO THE SATISFACTION OF THE ENGINEER. ALL COSTS ASSOCIATED WITH RESTORATION OF THE STAGING AREA SHALL BE AT THE CONTRACTOR'S EXPENSE. IF THE ENGINEER DETERMINES THAT A SATISFACTORY STAND OF GRASS DOES NOT EXIST AT THE TIME OF FINAL INSPECTION, ALL COSTS ASSOCIATED WITH RE-ESTABLISHING A SATISFACTORY STAND OF GRASS SHALL BE AT THE
CONTRACTOR'S EXPENSE.
15. EQUIPMENT AND/OR STOCKPILE MATERIAL SHALL NOT BE STORED IN THE DRIPLINE AREA OF ANY TREE.
16. THE CONTRACTOR SHALL PROVIDE TEMPORARY SEED AND MULCH FOR ALL AREAS WHERE SOIL IS EXPOSED
AND SILT FENCE IS NOT SPECIFIED, BY THE CLOSE OF EACH BUSINESS DAY.
17. THE CONTRACTOR SHALL MAINTAIN PUBLIC ROADS AND STREETS IN A BROOM SWEPT CONDITION AT ALL
TIMES.
18. THE CONTRACTOR SHALL REMOVE AND IMMEDIATELY REPLACE, RELOCATE, RESET OR RECONSTRUCT ALL OBSTRUCTIONS IN THE WORK AREA, INCLUDING, BUT NOT LIMITED TO, MAILBOXES, SIGNS, LANDSCAPING, LIGHTING, PLANTERS, CULVERTS, DRIVEWAYS, PARKING AREAS, CURBS, GUTTERS, FENCES, OR OTHER NATURAL OR MAN-MADE OBSTRUCTIONS. TRAFFIC CONTROL REGULATORY, WARNING AND INFORMATION SIGNS SHALL REMAIN FUNCTIONAL AND VISIBLE TO THE APPROPRIATE LANES OF TRAFFIC AT ALL TIMES, WITH THEIR
RELOCATION KEPT TO A MINIMUM DISTANCE.
19. ALL DISTURBED AREAS NOT IN THE PAVEMENT SHALL BE TOP-SOILED (6” MINIMUM), FERTILIZED, SEEDED AND MULCHED. IF SOD IS USED NEXT TO SIDEWALK, CONTRACTOR SHALL GRADE TOPSOIL ADJACENT TO THE SIDEWALK PRIOR TO PLACEMENT OF SOD TO ENSURE THAT SOD IS PLACED FLUSH OR JUST BELOW EDGE OF
SIDEWALK TO AVOID WATER PONDING ON THE SIDEWALK.
MACADAM
MACADAM
MAC
FIRE PLACE
REFLECTOR
STREET
BLDG
BLDG
BLDG
BLDG
BLDG
RSERV
PARK
NO
PARK
MAC
DRIVE
BM=326.96
BLDG
8" SEW
ER
LIN
E
UPI: 3-3-251
N/F 215 RACE LLC
215 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-250
N/F STANSBERRY DIANE M
217 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-249
N/F 215 RACE LLC
219 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-247
N/F 301 RACE LLC
303 RACE STREET
KENNETT SQUARE, PA UPI: 3-3-248
N/F 301 RACE LLC
301 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-246
N/F 215 RACE LLC
301 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-245
N/F 301 RACE LLC
3011 RACE STREET
KENNETT SQUARE, PA
2" GALVANIZED WATER MAIN2" GAS LINE
2" GAS LINE A
B
TOP=319.2
INV 24" CMP=315.8
(DIRT FILLED CALC.
FROM TOP OF PIPE)
TOP=319.7
(COMPLETELY DIRT FILLED)
4" WATER MAIN
INV 6"PVC=311.6
TOP=312.5
INV A 4" PLASTIC=311.8
INV B 6"PVC=311.6
A B
INV 6"PVC=311.6 INV 6" PVC=314.9
TOP=315.8
INV 6" PVC=315.0
APPROX. LOCATION OF
GAS LINE TERMINATION
4" W
ATER
M
AIN
Manhole B10-1
TOP=318.6
INV A 8" =313.5
INV B 8" TC=313.3
(COULD NOT OPEN,
DEPTH THROUGH LID HOLE)
JU
N
IPER
STR
EET
RACE STREET
RACE STREET
2" W
ATER
M
AIN
(BELIEVED
TO
BE ABAN
D
O N
ED
G
AS LIN
E (BELIEVED
TO
BE ABAN
D
O N
ED
8" DIP WATER MAIN
6" DIP WATER MAIN AIR RELEASE VALVE AND MANHOLE
REPLACE SERVICES,
VALVES, AND VALVE
BOXES
FIRE HYDRANT SET 3' BEHIND
EDGE OF PAVEMENT WITH 6"
VALVE AND VALVE BOXREPLACE TYPE M INLET.
CONNECT TO EXISTING
DOWNSTREAM STORM
PIPE
REPLACE SERVICE, VALVE,
AND VALVE BOX
8" D
IP W
ATER
M
AIN
6" DIP WATER MAIN
8" D
IP W
ATER
M
AIN
0+
1+
2+
PI
+1
PI
+3
5+00
5+42
8" X 8" X 6" TEE WITH GATE
VALVES ON EACH STEM
FIRE HYDRANT SET 3'
BEHIND EDGE OF
PAVEMENT WITH 6"
VALVE AND VALVE BOX
REPLACE SERVICES,
VALVES, AND VALVE BOXES.
LOCATIONS NOT KNOWN
AND SHALL BE LOCATED BY
CONTRACTOR
REPLACE SERVICE, VALVES,
AND VALVE BOXES.
LOCATIONS NOT KNOWN
AND SHALL BE LOCATED BY
CONTRACTOR
REPLACE SERVICE, VALVES,
AND VALVE BOXES.
LOCATIONS NOT KNOWN
AND SHALL BE LOCATED BY
CONTRACTOR
REMOVE EXISTING STORM INLET
AND REMOVE EXISTING PIPING
ABANDON IN PLACE
EXISTING WATER MAIN
ADD ITEM - ABANDON WITH
FLOWABLE FILL
ABANDON IN PLACE
EXISTING WATER MAIN
ABANDON EXISTING
WATER VALVE IN WALL
ADD ITEM - CUT AND CAP/PLUG PIPE. ABANDON EXISTING PIPES
ON JUNIPER ST. AND LOWER RACE ST. WITH FLOWABLE FILL
ST
A
1+
.2
EL
EV
.3
ST
A
2+
.8
EL
EV
.1
-0+05 0+00
0.
3.
1+00
7.
1.
2+00
6.
7.
4" WATER MAIN
(DEPTH UNKNOWN)
24" CMP
AIR RELEASE VALVE AND MANHOLE
STA:2+39.00
TOP ELEV:327.44
6" HYDRANT CONNECTION
M
IN
. 4 8"
C O
VE
R
MIN. 18" VERTICAL CLEARANCE
FIRE HYDRANT
M
IN
. 4 8"
C O
VE
R
APPROX. LOCATION OF EXISTING
8" SANITARY SEWER PIPE
2" GAS (ABANDONED)
(DEPTH UNKNOWN)
2" GAS
(DEPTH UNKNOWN)
4" WATER MAIN (ABANDONED)
(DEPTH UNKNOWN)
4" SERVICE CONNECTION
4" SERVICE CONNECTION
4" SERVICE CONNECTION
6" GATE VALVE AND VALVE BOX
6" HORIZONTAL 45° BEND
8" GATE VALVE AND VALVE BOX
8" 90° BEND
8"X8"X6" TEE
TO JUNIPER ST.
8" DIP WATER MAN
6" DIP WATER MAN
6" DIP WATER MAN 6" GATE VALVE AND VALVE BOX
FIRE HYDRANT
EXISTING GRADE
TO BE REMOVED
MIN. 18" VERTICAL CLEARANCE
MIN. 18" VERTICAL CLEARANCE
5+00
U:
\A cc ou nt s\K
ES
QB
\K
ES
QB
- R ac e St
W at er M ain R ep lac em en t D es ign \D
ES
IG
N\ _S
HE
ET
S\
CS
TE
D:
6/
9/
:3
PM,
B
Y:
Ad am P ug h
PL
OT
ST
YL
E:
Pe nn on i N
CS
.st b
PR
OJ
EC
T
ST
AT
US
CS1703
BY
N
O
D
AT
E R
EV
IS
IO
N
S pl ac e do ub le se al he re pl ac e si ng le se al he re pl ac e do ub le se al he re
KESQB25013
1"=10'
PMA / AVP
MJE
SHEET
APPROVED BY
OF5 12
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
IM
EN
SI
O N
S M
U
ST
B E
VE
R
IF
IE
D B
Y C
O N
TR
AC
TO
R
AN
D
O W
N
ER
M U
ST
B
E N
O
TI
FI
ED
O F
AN
Y
D
IS
C R
EP
AN
C
IE
S
BE
FO
R
E
PR
O C
EE
D
IN
G
W
IT
H W
O R
K
00 10' 20'
PE
N
N O
N I A
SS
O
C
IA
TE
S
IN
C
C hr is tia na
E xe cu tiv e C am pu s
C on tin en ta l D riv e, S ui te
N ew ar k, D E
3-
T
2.
5.
F
.6
.2
R
AC
E
ST
R
EE
T W
AT
ER
M
AI
N R
EP
LA
C
EM
EN
T
R
AC
E
ST
R
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
S.
B
R O
AD
S
TR
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
BO
R
O U
G H
O F
KE
N
N
ET
T
SQ
U
AR
E
PL
AN
A N
D P
R O
FI
LE
MATCH LINE TO SHEET CS1702
RACE STREET WATER MAIN PLAN
SCALE 1"=10'
BY
N
O
D
AT
E R
EV
IS
IO
N
S
06-09-2026
NORTH
M
ATC
H
LIN
E TO
SH
EET C
S1704
RACE STREET WATER MAIN PROFILE
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 10'
GRASS
GRASS
GRASS
GRASS
MACADAM
MACADAM
GRASS
STOP
CONC. SWK
BLDG
ELEC
JUNCTION
BOX
GRASS
MAC
GRASS
CONC. SWK
CONC. SWK
6" WATER MAIN
8" SEW
ER
LIN
E
8" W
ATER
M
AIN
(BELIEVED
TO
BE ASBESTO
S C
EM
EN
T)
6" WATER MAIN
2" GALVANIZED WATER MAIN
Manhole B15
TOP=309.8
INV A 12" =295.3
INV B 12" =295.4
TOP=310.6
INV =301.8
(SLEEVE INSERT UNABLE
TO GET A AND B)
RACE STREET
Manhole B16
STOP BAR
8" WET TAP WITH GATE VALVE
8" DIP WATER MAIN
3+
4+
4+
8" DIP WATER MAIN
REPLACE SERVICE, VALVES,
AND VALVE BOXES.
LOCATIONS NOT KNOWN
AND SHALL BE LOCATED BY
PERMANENTLY CLOSE VALVE
AND REMOVE VALVE BOX
ABANDON IN PLACE
EXISTING WATER MAIN
ABANDON IN PLACE
EXISTING WATER MAIN
ST
A
3+
.4
EL
EV
.3
ST
A
4+
.3
EL
EV
.1
ST
A
4+
EL
EV
.6
3+00
2.
6.
4+00
1.
0.
5+00
8" SANITARY SEWER PIPE
DEPTH ESTIMATED AND TO BE VERIFIED
8" WET TAP WITH GATE
VALVE AND VALVE BOX
INTO EXISTING MAIN
M
IN
. 4 8"
C O
VE
R
8" DIP WATER MAN
8" DIP WATER MAN
EXISTING GRADE
EXISTING 8" WATER MAIN
(DEPTH UNKNOWN)
U:
\A cc ou nt s\K
ES
QB
\K
ES
QB
- R ac e St
W at er M ain R ep lac em en t D es ign \D
ES
IG
N\ _S
HE
ET
S\
CS
TE
D:
6/
9/
:3
PM,
B
Y:
Ad am P ug h
PL
OT
ST
YL
E:
Pe nn on i N
CS
.st b
PR
OJ
EC
T
ST
AT
US
CS1704
BY
N
O
D
AT
E R
EV
IS
IO
N
S pl ac e do ub le se al he re pl ac e si ng le se al he re pl ac e do ub le se al he re
KESQB25013
1"=10'
PMA / AVP
MJE
SHEET
APPROVED BY
OF6 12
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
IM
EN
SI
O N
S M
U
ST
B E
VE
R
IF
IE
D B
Y C
O N
TR
AC
TO
R
AN
D
O W
N
ER
M U
ST
B
E N
O
TI
FI
ED
O F
AN
Y
D
IS
C R
EP
AN
C
IE
S
BE
FO
R
E
PR
O C
EE
D
IN
G
W
IT
H W
O R
K
00 10' 20'
PE
N
N O
N I A
SS
O
C
IA
TE
S
IN
C
C hr is tia na
E xe cu tiv e C am pu s
C on tin en ta l D riv e, S ui te
N ew ar k, D E
3-
T
2.
5.
F
.6
.2
R
AC
E
ST
R
EE
T W
AT
ER
M
AI
N R
EP
LA
C
EM
EN
T
R
AC
E
ST
R
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
S.
B
R O
AD
S
TR
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
BO
R
O U
G H
O F
KE
N
N
ET
T
SQ
U
AR
E
PL
AN
A N
D P
R O
FI
LE
M
AT
C H
L
IN
E
TO
S H
EE
T
C S1
RACE STREET WATER MAIN PLAN
SCALE 1"=10'
BY
N
O
D
AT
E R
EV
IS
IO
N
S
06-09-2026
RACE STREET WATER MAIN PROFILE
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 10'
NORTH
U:
\A cc ou nt s\K
ES
QB
\K
ES
QB
- R ac e St
W at er M ain R ep lac em en t D es ign \D
ES
IG
N\ _S
HE
ET
S\
CS
TE
D:
6/
9/
:3
PM,
B
Y:
Ad am P ug h
PL
OT
ST
YL
E:
Pe nn on i N
CS
.st b
PR
OJ
EC
T
ST
AT
US
CS2501
BY
N
O
D
AT
E R
EV
IS
IO
N
S
KESQB25013
PMA / AVP
MJE
SHEET
APPROVED BY
OF7 12
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
IM
EN
SI
O N
S M
U
ST
B E
VE
R
IF
IE
D B
Y C
O N
TR
AC
TO
R
AN
D
O W
N
ER
M U
ST
B
E N
O
TI
FI
ED
O F
AN
Y
D
IS
C R
EP
AN
C
IE
S
BE
FO
R
E
PR
O C
EE
D
IN
G
W
IT
H W
O R
K
PE
N
N O
N I A
SS
O
C
IA
TE
S
IN
C
C hr is tia na
E xe cu tiv e C am pu s
C on tin en ta l D riv e, S ui te
N ew ar k, D E
3-
T
2.
5.
F
.6
.2
R
AC
E
ST
R
EE
T W
AT
ER
M
AI
N R
EP
LA
C
EM
EN
T
R
AC
E
ST
R
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
S.
B
R O
AD
S
TR
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
BO
R
O U
G H
O F
KE
N
N
ET
T
SQ
U
AR
E
TR
AF
FI
C
C O
N
TR
O L
PL
AN
BY
N
O
D
AT
E R
EV
IS
IO
N
S
INTERSECTION WORK AREA
LEGEND:
TYPE III BARRICADE
A
B R11-4
R11-2 48"x30"
60"x30"
SERIES SIZELEGEND
ROADWAY CLOSURE BARRIER
SIGN, DOUBLE POST
TRAFFIC CONTROL NOTES:
1. ROADWAY CLOSURE BARRICADES ARE DEPICTED FOR WORK IN THE INTERSECTION OF
JUNIPER STREET AND SOUTH WILLOW STREET. BARRICADES SHALL BE RELOCATED AS
WORK PROGRESSES TO MINIMIZE EXTENT OF CLOSED ROADS AT ANY GIVEN TIME.
2. ALL WORK PERFORMED IN THE INTERSECTION OF E. CYPRESS STREET AND RACE STREET
SHALL REQUIRE A LANE CLOSURE OF THE AFFECTED PORTION OF E. CYPRESS STREET.
3. MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN
ACCORDANCE WITH APPLICABLE FIGURES PATA 125 AND 126 IN PENNDOT PUBLICATION 213,
"TEMPORARY TRAFFIC CONTROL GUIDELINES", AND TITLE 67 PA CODE, CHAPTER 212,
"OFFICIAL TRAFFIC CONTROL DEVICES".
4. AT LEAST ONE LANE MUST REMAIN OPEN ON E. CYPRESS STREET AT ALL TIMES. TRAFFIC
CONTROL SHALL BE PROVIDED PER PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC
CONTROL GUIDELINES, PATA 125 AND 126 (DEPENDENT ON WHETHER CONSTRUCTION
CROSSES THE CENTERLINE OF ROADWAY OR NOT). ONE ELECTRONIC MESSAGE BOARD
MUST BE PROVIDED ON EACH RESPECTIVE STREET PER THE PATA DIAGRAMS.
5. THE CONTRACTOR MUST NOTIFY ALL LOCAL EMERGENCY SERVICES TWO WEEKS IN
ADVANCE OF ANY PROPOSED LANE OR SHOULDER RESTRICTIONS OR ROAD CLOSURES,
AND FIFTEEN (15) MINUTES PRIOR TO THE START OF WORK, UNLESS OTHERWISE AGREED
UPON BY THESE ENTITIES. THE CONTRACTOR MUST NOTIFY EMERGENCY SERVICES WHEN
THE ROAD IS RESTORED TO NORMAL OPERATION.
6. THE CONTRACTOR MUST NOTIFY THE BOROUGH OR ENGINEER ONE HOUR IN ADVANCE OF
ANY PROPOSED LANE OR SHOULDER RESTRICTION, ROAD CLOSURE, OR ANY OPERATION
IMPEDING THE FLOW OF TRAFFIC. NOTIFY THE BOROUGH OR ENGINEER WHEN THE ROAD IS
RETURNED TO NORMAL OPERATION.
7. THERE ARE NO TIME OF DAY RESTRICTIONS FOR LANE OR ROAD CLOSURES.
8. BACKFILL AND TEMPORARILY PAVE ALL OPEN EXCAVATION ON E. CYPRESS STREET AT THE
END OF EACH WORKING DAY. EAST CYPRESS STREET SHALL BE FULLY OPENED AT THE
END OF EACH WORK DAY. ALL OTHER LOCAL ROADS SHALL BE BACKFILLED OR PLATED AT
THE END OF EACH WEEK (FRIDAY) AND SHALL ALLOW VEHICULAR ACCESS TO LOCAL
RESIDENTS AND APARTMENTS.
9. REFER TO PENNDOT PUB 213 FOR THE INSTALLATION AND REMOVAL OF ADVANCED
WARNING SIGNS.
10. MAINTAIN ACCESS TO ALL DRIVEWAYS AND SIDE ROADS.
11. THE BOROUGH WILL PROHIBIT PARALLEL PARKING ALONG THE ROADS AS NEEDED TO
ACCOMMODATE THE TRAFFIC CONTROL.
12. SIGNS MUST BE COVERED OR TURNED AWAY FROM TRAFFIC DURING HOURS ROAD
CLOSURES ARE NOT IN EFFECT.
13. IMMEDIATELY UPON COMPLETION OF THE WORK, REMOVE TRAFFIC CONTROL DEVICES.
RACE STREET, JUNIPER STREET, AND S. WILLOW STREET
TRAFFIC CONTROL PLAN
JUNIPER ST
R
AC
E ST
AB
A
A B
B
06-09-2026
B
B A
A
SEE NOTE #1
cc ou nt s\K
ES
QB
\K
ES
QB
- R ac e St
W at er M ain R ep lac em en t D es ign \D
ES
IG
N\ _S
HE
ET
S\
CS
TE
D:
6/
9/
:3
PM,
B
Y:
Ad am P ug h
PL
OT
ST
YL
E:
Pe nn on i N
CS
.st b
PR
OJ
EC
T
ST
AT
US
CS2502
BY
N
O
D
AT
E R
EV
IS
IO
N
S
KESQB25013
AS SHOWN
PMA / AVP
MJE
SHEET
APPROVED BY
OF8 12
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
IM
EN
SI
O N
S M
U
ST
B E
VE
R
IF
IE
D B
Y C
O N
TR
AC
TO
R
AN
D
O W
N
ER
M U
ST
B
E N
O
TI
FI
ED
O F
AN
Y
D
IS
C R
EP
AN
C
IE
S
BE
FO
R
E
PR
O C
EE
D
IN
G
W
IT
H W
O R
K
PE
N
N O
N I A
SS
O
C
IA
TE
S
IN
C
C hr is tia na
E xe cu tiv e C am pu s
C on tin en ta l D riv e, S ui te
N ew ar k, D E
3-
T
2.
5.
F
.6
.2
R
AC
E
ST
R
EE
T W
AT
ER
M
AI
N R
EP
LA
C
EM
EN
T
R
AC
E
ST
R
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
S.
B
R O
AD
S
TR
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
BO
R
O U
G H
O F
KE
N
N
ET
T
SQ
U
AR
E
M
AI
N
TE
N
AN
C E
AN
D
P R
O
TE
C
TI
O N
O F
TR
AF
FI
C
D
ET
AI
LS
MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:
1. MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE FIGURES PATA 125 AND 126 IN PENNDOT PUBLICATION 213, "TEMPORARY TRAFFIC CONTROL GUIDELINES", AND TITLE 67 PA CODE, CHAPTER 212, "OFFICIAL TRAFFIC CONTROL DEVICES".
2. REFER TO PENNDOT PUB 213 FOR THE INSTALLATION AND REMOVAL OF ADVANCED WARNING SIGNS.
3. MAINTAIN ACCESS TO ALL DRIVEWAYS AND SIDE ROADS.
A B
C
A B
GRASS
GRASS
GRASS
GRASS
GRASS GRASS
GRASS
MACADAM
MACADAM
MACADAM
MACADAM
MAC
CONC. SWKCONC. SWK
GRASSGRASSGRASS
GRASS
GRASS
FIRE PLACE
GRASS
OFFICE
STOP
STOP BOOK BOX
STOP
REFLECTOR
STREET
STOP
MACADAM
CONC. SWK
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
ELEC
JUNCTION
BOX
GRASS
MAC
GRASS
CONC. SWKCONC. SWK
HEDGEHEDGE
LS AREA
W/SIGN
RSERV
PARK
NO
PARK
MAC
DRIVE
STOP
BM=326.96
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
CONC
STOP
MACADAM
GRAVEL
6" GAS LINE
2" GAS LINE
2" G
AS LIN
E
2" G
AS LIN
E
6" G
AS LIN
E
1.25" G
AS LIN
E
2" G
AS LIN
E 2" G
AS
LIN
E
2" G
AS LIN
E
Manhole B11
8" C900 WATER MAIN
4" WATER MAIN
4" W
ATER
M
AIN
4" W
ATER
M
AIN
4" W
ATER
M
AIN
4" W
ATER
M
AIN
2" G
ALVAN
IZED
W
ATER
M
AIN
6" W
ATER
M
AIN
6" W
ATE
R M
AIN
8" WATER MAIN
6"
WATER M
AIN
6" W
ATER
M
AIN
8" WATER MAIN (BELIEVED TO BE ASBESTOS CEMENT)8" WATER MAIN
4" W
ATER
M
AIN
8" SEWER LINE
8" SEWER LINE
8" S
EW
ER
L
IN
E
8" SEWER LINE
" S
EW
ER
L
IN
E
12" SEW
ER
LIN
E
" S
EW
ER LI
NE
8" SEWER LINE
2" GAS LINE
UPI: 3-3-224
N/F FALINI EMIDIO J & ELAINE B
221 MARSHALL STREET
KENNETT SQUARE, PA
UPI: 3-3-225
N/F BASCIANI STEVEN J
220 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-237
N/F NILAN DAVID F &
NILAN MEGAN M
219 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-236.1A
N/F WASSERMAN ELLEN
217 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-236.1
N/F GONZALEZ JUVENAL &
GONZALEZ ANNA
215 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-236
N/F SAXTON-NICOL LARA E
213 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-235
N/F WILLIAMS CHERIE A
211 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-235.1
N/F WALLS ALFONZO L &
ANGELA L
209 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-234
N/F MAGEE BRENDAN G &
LAUREN O
207 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-233.1
N/F SNOW JANET
203 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-233
N/F BRISON MITCHELL A &
BROCK CATHERINE A
205 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-251
N/F 215 RACE LLC
215 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-250
N/F STANSBERRY DIANE M
217 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-249
N/F 215 RACE LLC
219 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-232
N/F 321 EAST CYPRESS LLC
201 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-158
N/F KENNETT SQUARE
BOROUGH
199 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-157
N/F KENNETT SQUARE
BOROUGH
409 E CYPRESS STREET
KENNETT SQUARE, PA
UPI: 3-3-156
N/F VILLICANA SALVADOR
401 E CYPRESS STREET
KENNETT SQUARE, PA
UPI: 3-3-155
N/F POSEY JONES LLC
155 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-247
N/F 301 RACE LLC
303 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-248
N/F 301 RACE LLC
301 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-244
N/F 301 RACE LLC
301 S WILLOW STREET
KENNETT SQUARE, PA
UPI: 3-3-246
N/F 215 RACE LLC
301 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-245
N/F 301 RACE LLC
3011 RACE STREET
KENNETT SQUARE, PA
UPI: 3-3-241.1
N/F BARBER WILLIAM B
302 JUNIPER STREET
KENNETT SQUARE, PA
UPI: 3-3-243
N/F TRITEA LLC
320 JUNIPER STREET APT A-15
KENNETT SQUARE, PA
UPI: 3-3-252
N/F FKENNETT SQUARE
BOROUGH
478 E CYPRESS STREET
KENNETT SQUARE, PA
UPI: 3-3-160
N/F KENNETT SQUARE
BOROUGH
101 RACE STREET
KENNETT SQUARE, PA
APPROX. LOCATION OF
GAS LINE TERMINATION
Manhole B16-16 Manhole B16-15
Manhole B10-1
TOP=318.6
INV A 8" =313.5
INV B 8" TC=313.3
(COULD NOT OPEN,
DEPTH THROUGH LID HOLE)
Manhole B10-2
TOP=313.8
INV A 8" TC=310.6
INV B 8" TC=308.7
INV C 8" TC=308.2
Manhole B12
Manhole B13
Manhole B14
Manhole B15
TOP=309.8
INV A 12" =295.3
INV B 12" =295.4
TOP=310.6
INV =301.8
(SLEEVE INSERT UNABLE
TO GET A AND B)
Manhole B16-1 Manhole B16-2
Manhole B16-3 Manhole B16-4Manhole B16-5
Manhole B7-2
Manhole B16
0+00
1+00
2+00
3+00
4+00
4+98
PI 1+14
PI 1+36
0+
1+
2+
3+
4+
5+
5+
42PI
+6
PI 4+01
CYPRESS ST.
TRENCH RESTORATION
RACE ST.
FULL WIDTH MILL AND OVERLAY
JUNIPER ST.
FULL WIDTH MILL AND OVERLAY
MILL AND OVERLAY TO
END AT WATER MAIN TIE-IN
RACE ST.
FULL WIDTH MILL AND OVERLAY
RACE ST.
TRENCH RESTORATION
RACE ST.
TRENCH RESTORATION
JUNIPER ST.
TRENCH RESTORATION
MILL AND OVERLAY TO
EXTENT OF TRENCH
RESTORATION
R
AC
E
ST
R
EE
T
JUNIPER STREET
E. CYPRESS STREET
JUNIPER STREET
R
AC
E
ST
R
EE
T
R
AC
E
ST
R
EE
T
BY
N
O
D
AT
E R
EV
IS
IO
N
S
U:
\A cc ou nt s\K
ES
QB
\K
ES
QB
- R ac e St
W at er M ain R ep lac em en t D es ign \D
ES
IG
N\ _S
HE
ET
S\
CS
TE
D:
6/
9/
:4
PM,
B
Y:
Ad am P ug h
PL
OT
ST
YL
E:
Pe nn on i N
CS
.st b
PR
OJ
EC
T
ST
AT
US
CS2504
BY
N
O
D
AT
E R
EV
IS
IO
N
S pl ac e do ub le se al he re pl ac e si ng le se al he re pl ac e do ub le se al he re
KESQB25013
1"=30'
PMA / AVP
MJE
SHEET
APPROVED BY
OF9 12
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
IM
EN
SI
O N
S M
U
ST
B E
VE
R
IF
IE
D B
Y C
O N
TR
AC
TO
R
AN
D
O W
N
ER
M U
ST
B
E N
O
TI
FI
ED
O F
AN
Y
D
IS
C R
EP
AN
C
IE
S
BE
FO
R
E
PR
O C
EE
D
IN
G
W
IT
H W
O R
K
00 30' 60'
PE
N
N O
N I A
SS
O
C
IA
TE
S
IN
C
C hr is tia na
E xe cu tiv e C am pu s
C on tin en ta l D riv e, S ui te
N ew ar k, D E
3-
T
2.
5.
F
.6
.2
N O
R
TH
R
AC
E
ST
R
EE
T W
AT
ER
M
AI
N R
EP
LA
C
EM
EN
T
R
AC
E
ST
R
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
S.
B
R O
AD
S
TR
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
BO
R
O U
G H
O F
KE
N
N
ET
T
SQ
U
AR
E
R O
AD
R
ES
TO
R
AT
IO
N
P
LA
N
ROAD RESTORATION PLAN
SCALE 1"=30'
EXISTING PROPOSED DESCRIPTION
MILL AND OVERLAY
LEGEND
FULL DEPTH PAVEMENT / SAW CUTS
cc ou nt s\K
ES
QB
\K
ES
QB
- R ac e St
W at er M ain R ep lac em en t D es ign \D
ES
IG
N\ _S
HE
ET
S\
CS
TE
D:
6/
9/
:4
PM,
B
Y:
Ad am P ug h
PL
OT
ST
YL
E:
Pe nn on i N
CS
.st b
PR
OJ
EC
T
ST
AT
US
CS6041
BY
N
O
D
AT
E R
EV
IS
IO
N
S
KESQB25013
AS SHOWN
PMA / AVP
MJE
SHEET
APPROVED BY
OF10 12
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
IM
EN
SI
O N
S M
U
ST
B E
VE
R
IF
IE
D B
Y C
O N
TR
AC
TO
R
AN
D
O W
N
ER
M U
ST
B
E N
O
TI
FI
ED
O F
AN
Y
D
IS
C R
EP
AN
C
IE
S
BE
FO
R
E
PR
O C
EE
D
IN
G
W
IT
H W
O R
K
PE
N
N O
N I A
SS
O
C
IA
TE
S
IN
C
C hr is tia na
E xe cu tiv e C am pu s
C on tin en ta l D riv e, S ui te
N ew ar k, D E
3-
T
2.
5.
F
.6
.2
R
AC
E
ST
R
EE
T W
AT
ER
M
AI
N R
EP
LA
C
EM
EN
T
R
AC
E
ST
R
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
S.
B
R O
AD
S
TR
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
BO
R
O U
G H
O F
KE
N
N
ET
T
SQ
U
AR
E
C O
N
ST
R U
C
TI
O N
D
ET
AI
LS
WATER MAIN VERTICAL OFFSET AT UTILITY CONFLICT
NOT TO SCALEW1
WATER MAIN
UTILITY CONFLICT
" M
IN
MECHANICAL RESTRAINED JOINTS
FINISH GRADE RESTORATION
WATER BEND
VERTICAL FITTING
'' M
IN
IM
U M
C O
VE
R
3/4" GALVANIZED
THREADED ROD
RESTRAINT
NOTES:
1. EBAA FITTINGS AND LENGTHS OF RESTRAINT SHALL BE VERIFIED USING
THE EBAA RESTRAINT LENGTH CALCULATOR AVAILABLE AT
http://rcp.ebaa.com/.
EBAA BALL JOINT
RESTRAINT REQUIRED
FOR MIN. OF 2 JOINTS
12"
12"
12"12"
MIN. MIN.
A A
SECTION A-A
4' M
IN
. - 5' M
AX. C
O
VER
FIRE HYDRANT DETAIL
NOT TO SCALEW9
CONCRETE THRUST BLOCK
CONCRETE THRUST BLOCK
UNDISTURBED SOILNOTES:
1. THE CONCRETE THRUST BLOCK IS TO
BE EXTENDED HORIZONTALLY UNTIL IT
COMES IN CONTACT WITH THE
UNDISTURBED SIDES OF THE TRENCH.
2. ALL WEEP/DRAIN HOLES ON THE FIRE
HYDRANT MUST BE LOCATED AT LEAST
3" FROM THE TOP OF THE CONCRETE
THRUST BLOCK TO MAINTAIN FREE
DRAINAGE.
6" M
IN
AASHTO NO. 57 STONE BEDDING
THREADED ROD RESTRAINT OR
RESTRAINED JOINTS
THREADED ROD RESTRAINT OR
RESTRAINED JOINTS
6" DIP PIPE
HYDRANT WEEP HOLE
(SEE NOTE 2)
" M
IN
" M
AX
SAFETY BREAKAWAY FLANGE
AASHTO NO. 57 STONE BEDDING
CAST IRON VALVE BOX
6" M.J. GATE VALVE
M.J. TEE FITTING
FINISHED GRADE
VALVE BOX COVER
"WATER"
MUELLER SUPER CENTURION
A-423 FIRE HYDRANT WITH
5-1/4" STORAGE CONNECTION.
PAINTED YELLOW PER NFPA
COLOR REQUIREMENTS.
COMPACTED 2A STONE FILL
MATERIAL UNLESS OTHERWISE
SPECIFIED BY AGENCY HAVING
JURISDICTION
REFLECTIVE COLOR
CODED TAPE PER NFPA
REQUIREMENTS
CL
CURB STOP SUPPORTED
ON SOLID CMU
ROMAC 306 STAINLESS
STEEL SERVICE SADDLE
OR APPROVED EQUAL
A.Y. MCDONALD MODEL
74701-22 CORP STOP OR
APPROVED EQUAL
CURB STOP
CURB STOP DETAIL
NOT TO SCALEW8
ADJUSTABLE VALVE BOX
WATER
MAIN
STORZ HYDRANT
ADAPTER AND CAP
BY
N
O
D
AT
E R
EV
IS
IO
N
S
EBAA BALL JOINT
RESTRAINT REQUIRED
FOR MIN. OF 2 JOINTS
WATER SERVICE CONNECTION PROFILE
NOT TO SCALEW6
SINGLE SERVICE
W
AT
ER
M
AI
N
NOTES:
1. PROVIDE SIX FEET O.C. OF SHC40 PVC PIPE SLEEVE FOR ALL WATER SERVICES
CROSSING GAS MAINS.
2. EXISTING SERVICE LINES MAY BE LEAD. CONTRACT DOCUMENTS INCLUDE A BID ITEM
FOR REPLACEMENT OF LEAD SERVICE LINES UP TO HOUSE INTERIOR SHUT-OFF VALVE,
IF AUTHORIZED BY THE BOROUGH AND INDIVIDUAL PROPERTY OWNER.
3. PROVIDE TRANSITION COUPLING FROM NEW COPPER SERVICE TO EXISTING HOUSE PIPE.
30-45 DEG.
CURB STOP
CORP STOP
SADDLE
CONNECTION
SCH40 PVC PIPE SLEEVE.
USE WHEN CROSSING GAS
MAIN AT 2 TIMES DIAMETER
OF SERVICE PIPE.
3/4" MIN. DIA.
SERVICE PIPE
SERVICE SADDLE
CORP STOP
WATER MAIN
TYPE K COPPER
SERVICE PIPE
EXISTING SERVICE LINE
TRANSITION COUPLING
CONCRETE
THRUST
BLOCK
EXISTING DIP MAIN
EBAA
MECHANICAL
JOINT OR
APPROVED
EQUAL
WATER MAIN
MJ X FLG TAPPING VALVE
CAST IRON MJ TAPPING SLEEVE
WET TAP CONNECTION
NOT TO SCALEW13
NOTES:
1. THE BOROUGH MUST APPROVE ALL CONNECTIONS TO THE SYSTEM. WET TAPS
SHALL BE COORDINATED WITH THE BOROUGH AND A REPRESENTATIVE SHALL BE ON
SITE DURING TAP.
2. PROVIDE THRUST BLOCKS OR RESTRAINTS.
3. ALL VALVES SHALL OPEN IN THE COUNTERCLOCKWISE DIRECTION.
4. ALL TAPPING EQUIPMENT MUST BE DISINFECTED (CHLORINE MAY BE SWABBED ON
INTERIOR OF ALL FITTINGS).
MJ FITTING
GATE VALVE DETAIL
NOT TO SCALEW11
FOR PAVED OR NON-PAVED AREAS
NON-PAVED AREASPAVED AREAS
" M
IN
. C
O M
PA
C
TE
D
C O
VE
R
NOTES:
1. EXTENSION ON VALVE BOX SHALL BE SET TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE
USE.
2. PROVIDE EXTENSION TO HAVE OPERATING NUT WITHIN 12" OF FINISHED GRADE.
3. VALVE EXTENSION SHALL BE MECHANICALLY ATTACHED AND SHALL HAVE A STAINLESS STEEL PIN AT
THE VALVE AND SHEAR PIN ONLY AT THE OPERATING NUT.
CAST-IRON NONRISING-STEM,
RESILIENT-SEATED GATE VALVE
MUELLER CO. MODEL A-2361 OR
APPROVED EQUAL
STONE BEDDING
VALVE BOX
(TRAFFIC LOAD RATED WITHIN
ROADWAY RIGHTS-OF-WAY)
WATER MAIN
UNDISTURBED EARTH
PAVEMENT RESTORATION CAST IRON TRAFFIC RATED COVER "WATER"
24" X 24" CONCRETE COLLAR (6" THICK
3000 PSI REINFORCED CONCRETE)
TOPSOIL RESTORATION
24" X 24" CONCRETE COLLAR (6" THICK
3000 PSI REINFORCED CONCRETE)
06-09-2026
CONCRETE ENCASEMENT
NOT TO SCALEW4
WATER MAIN
EXTEND TO LIMITS REQUIRED
AS DIRECTED BY ENGINEER
NOTES:
1. 2" x 12" PLANKS SHALL BE USED FOR FORMS AND LEFT IN PLACE.
2. CONCRETE SHALL HAVE 3,500 PSI COMPRESSIVE STRENGTH.
3. CONCRETE ENCASEMENT OF WATER MAIN SHALL BE USED WHEN
MINIMUM SEPARATION DISTANCE CANNOT BE SATISFIED, AS
DIRECTED BY THE ENGINEER.
SECTION VIEW PLAN VIEW
" M
IN
PI
PE
O D
" M
IN
12" MIN.
PIPE OD
12" MIN.
CONCRETE
THRUST BLOCK
(TYP.)
cc ou nt s\K
ES
QB
\K
ES
QB
- R ac e St
W at er M ain R ep lac em en t D es ign \D
ES
IG
N\ _S
HE
ET
S\
CS
TE
D:
6/
9/
:4
PM,
B
Y:
Ad am P ug h
PL
OT
ST
YL
E:
Pe nn on i N
CS
.st b
PR
OJ
EC
T
ST
AT
US
CS6042
BY
N
O
D
AT
E R
EV
IS
IO
N
S
KESQB25013
AS SHOWN
PMA / AVP
MJE
SHEET
APPROVED BY
OF11 12
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
IM
EN
SI
O N
S M
U
ST
B E
VE
R
IF
IE
D B
Y C
O N
TR
AC
TO
R
AN
D
O W
N
ER
M U
ST
B
E N
O
TI
FI
ED
O F
AN
Y
D
IS
C R
EP
AN
C
IE
S
BE
FO
R
E
PR
O C
EE
D
IN
G
W
IT
H W
O R
K
PE
N
N O
N I A
SS
O
C
IA
TE
S
IN
C
C hr is tia na
E xe cu tiv e C am pu s
C on tin en ta l D riv e, S ui te
N ew ar k, D E
3-
T
2.
5.
F
.6
.2
R
AC
E
ST
R
EE
T W
AT
ER
M
AI
N R
EP
LA
C
EM
EN
T
R
AC
E
ST
R
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
S.
B
R O
AD
S
TR
EE
T
KE
N N
ET
T
SQ
U
AR
E, P A
BO
R
O U
G H
O F
KE
N
N
ET
T
SQ
U
AR
E
FIN. GRADE
1(MIN)
A
A'
A
A'
1 1 (MIN)
3" CL.
VIRGIN SOIL(TYP)
16.4
22.0
6" AND 8"
BEARING SURFACE REQUIRED - SQ. FT.
THRUST BLOCKING FOR HORIZONTAL AND VERTICAL DOWNWARD THRUSTS
* 200 PSI WORKING PRESSURE
3.3
4.2
2.0
MUST BE ADJUSTED FOR TEST PRESSURES ABOVE 200 P.S.I.
SOIL TESTING AGENCY TO ESTABLISH ALLOWABLE BEARING PRESSURE BASED ON FIELD CONDITIONS.
D.E. DENOTES DEAD END AND APPLIES AT TEES AND PLUGS.
AND BEARING AREAS ARE TO BE ADJUSTED ACCORDINGLY.
(ALLOWANCES MUST BE MADE FOR SATURATED SOILS.)
8.2
ALLOWABLETYPE OF
BEARING
MATERIAL
SAND
SOFT CLAY
CLAY
SOFT ROCK
ROCK
NOTES:
SAND & GRAVEL
1(MIN)
LOAD **
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 .