3-Pin Oak DWGS.pdf
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- Butler County, Pennsylvania
About this file
Waterline Replacement Project Drawings - Pin Oak Court, Cranberry Township
This document consists of engineering design drawings prepared by Penn E&R Environmental & Remediation, Inc. for Cranberry Township in Butler County, Pennsylvania, detailing the replacement of approximately 1,250 linear feet of 8-inch waterline along Pin Oak Court from McIntyre Lane to Freedom Road. The project includes installation of new ductile iron pipe (DIP) waterline, a new fire hydrant with associated valve and hydrant tee, removal of existing infrastructure, and comprehensive erosion and sediment control measures. The work area spans from State Route 3020 Segment 0050 Offset 995 to Offset 1055 and involves coordination with multiple utilities including existing gas lines, storm and sanitary sewers, underground electric, overhead wires, and guy wires. Construction specifications require 100 percent stone backfill for all excavations under roads or within 3 feet of road edges, maintenance of minimum 4-foot depth below road surface, and minimum separations of 3 feet from gas lines and 1 foot 6 inches from crossing utilities. The project encompasses multiple site constraints including FEMA floodplain and floodway areas, wetlands delineated on July 1, 2025, Brush Creek waterway, and protected vegetation with seasonal tree removal restrictions from May 15 through July 31.
The drawings include detailed plan and profile sheets showing existing conditions, proposed waterline routing with elevation profiles, erosion and sediment control details, trench restoration specifications, pavement mill and overlay requirements, concrete anchor installation for steep slopes, sidewalk replacement standards, and State Route 3020 pavement restoration details. The contractor bears full responsibility for calling Pennsylvania One Call System at least three working days before construction to locate underground utilities, coordinating with utility companies for guy wire crossings and pole proximity work, implementing traffic control throughout the project, and restoring existing infrastructure including wedge curbs, retaining walls, sidewalks, driveways, and road line striping. Erosion control blankets are required on slopes steeper than 3:1 and within 50 feet of streams, with pumped water filter bags utilized as needed. The project includes specialized construction for crossing an existing stormwater BMP MR-3 structure via 16-inch steel casing with tunneling methods and installation of compost filter socks at multiple locations. Abandoned waterline infrastructure is to remain in place rather than be removed.
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Other files
| File | Type | Posted |
|---|---|---|
| 3-Addendum No. 1.pdf | ||
| 2-FinalLinePaintMapBook2026.pdf | ||
| 1-Front End - Line Painting.pdf | ||
| 2-Pin Oak Tech Specs.pdf | ||
| 1-Front End - Pin Oak.pdf | ||
| 1-Front End Activated.pdf |
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Text version
© 2025 Microsoft Corporation © 2025 TomTom © 2025 Zenrin
Penn E&R Environmental & Remediation, Inc.
DESCRIPTIONREVISION DATE
PREPARED FOR:
APPROVED
CHECKED
DRAWN
PROJECT No.
DRAWING NUMBER
100 RYAN COURT, SUITE 20
PITTSBURGH, PA 15205
(412) 722-1222
CRANBERRY TOWNSHIP
2525 ROCHESTER ROAD, SUITE 400
CRANBERRY TOWNSHIP, PA 16066
PREPARED BY:
WATERLINE REPLACEMENT
PIN OAK COURT
CRANBERRY TOWNSHIP
BUTLER COUNTY, PENNSYLVANIA
RJR 3 / 25 / 2026
AMY 3 / 25 / 2026
JEM 3 / 25 / 2026
PA010358
PREPARED FOR
PENNSYLVANIA ACT 287 (1974) AS AMENDED BY
ACT 181 (2006) AND BY ACT 121 (2008) REQUIRES
NOTIFICATION BY EXCAVATORS, DESIGNERS,
OR ANY PERSON PREPARING TO DISTURB THE
EARTH'S SURFACE ANYWHERE IN THE
COMMONWEALTH.
1. UNDERGROUND BUILDING SERVICE UTILITY LINES ARE NOT SHOWN ON
THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING, MAINTAINING, AND REPLACING AS NECESSARY TO ENSURE
CONTINUAL SERVICE TO BUILDINGS.
2. THE CONTRACTOR IS RESPONSIBLE FOR CALLING PENNSYLVANIA ONE
CALL SYSTEM, INC. AT 1-800-242-1776, THREE WORKING DAYS PRIOR TO
CONSTRUCTION.
3. COORDINATE, LOCATE AND CONDUCT ALL WORK RELATED TO PUBLIC
AND PRIVATE UTILITIES IN ACCORDANCE WITH PUBLICATION 408/2000,
SECTIONS 105.6 AND 107.12.
1-800-242-1776S
TO
P
- CA L L BEFORE YOU
D I G
PE
N N
SY
LVA N I A ONE CA L L SYS T EM
, INC
PA ONE CALL
1-800-242-1776 OR 8-1-1
ACT 181 OF 2006
PREPARED BY
Penn E&R Environmental & Remediation, Inc.
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE
1 COVER
CRANBERRY TOWNSHIP
BUTLER COUNTY
COMMONWEALTH OF PENNSYLVANIA
WATERLINE REPLACEMENT FOR
PIN OAK COURT
SCALE: 1" = 500'
SITE LOCATION MAP
SCALE: 1" = 200'
PROJECT KEY MAP
2 OVERALL PLAN
3 PROPOSED PLAN AND PROFILE - SHEET 1
4 PROPOSED PLAN AND PROFILE - SHEET 2
5 PROPOSED PLAN AND PROFILE - SHEET 3
E&S NOTES
E&S DETAILS - SHEET 1
E&S DETAILS - SHEET 2
PATA DETAILS
PENNSYLVANIA
QUADRANGLE LOCATION
REFERENCE:
U.S.G.S. 7.5-MIN TOPOGRAPHIC QUADRANGLE
BADEN & MARS PENNSYLVANIA, UNITED STATES-2023
COVER
SHEET 1
SHEET 3
SHEET 4
SHEET 5
SERIAL NUMBER
2025412901
SR 3020 Work Begin Segment 0050 Offset 995 SR 3020 Work End Segment 0050 Offset 1055
11 HIGHWAY OCCUPANCY PERMIT NOTES
CONSTRUCTION DETAILS
AutoCAD SHX Text THIS DRAWING IS COPYRIGHTED, THIS DRAWING IS A TRADE SECRET AND ONLY ENTRUSTED TO THE RECEIVER FOR HIS PERSONAL USE. WITHOUT THE SIGNED WRITTEN CONSENT OF PENN ENVIRONMENTAL & REMEDIATION, INC., IT MUST NOT BE COPIED NOR MADE AVAILABLE TO THIRD PARTIES, INCLUDING COMPETITORS, NOR MADE ACCESSIBLE TO SUCH PARTIES. ANY ILLEGAL USE BY THE RECEIVER OR THIRD PARTIES FOR WHICH HE IS RESPONSIBLE CAN CONSTITUTE A CAUSE FOR LEGAL ACTION. THIS DRAWING MUST BE RETURNED ON REQUEST OF THE COMPANY.
AutoCAD SHX Text
100 RYAN COURT, SUITE 20 PITTSBURGH, PA 15205 (412) 722-1222
FH
±8.5'
±11.2'
CF
S
#4
CF
S
#5
CF
S
#6
CFS #7
CFS #8
CFS #9
CFS #10
CFS #11
CFS #12
CFS #13
CFS #1
CFS #2
CFS #3
CFS #14
CFS #15
CFS #16
CFS #17
CFS #18
CFS #19
CFS #21
CFS #20
12+39
7+78 8+00
9+00
10+00
11+00
12+00
EXISTING CONDITIONS PLAN
SCALE: 1" = 50'
BAR SCALE (FEET)
50 50250 Penn E&R Environmental & Remediation, Inc.
DESCRIPTIONREVISION DATE
PREPARED FOR:
APPROVED
CHECKED
DRAWN
PROJECT No.
DRAWING NUMBER
100 RYAN COURT, SUITE 20
PITTSBURGH, PA 15205
(412) 722-1222
CRANBERRY TOWNSHIP
2525 ROCHESTER ROAD, SUITE 400
CRANBERRY TOWNSHIP, PA 16066
PREPARED BY:
WATERLINE REPLACEMENT
PIN OAK COURT
CRANBERRY TOWNSHIP
BUTLER COUNTY, PENNSYLVANIA
SEE CRANBERRY STANDARD DETAILS IN BID ATTACHMENT AND REFER TO TOWNSHIP'S PUBLIC & PRIVATE IMPROVEMENTS CODE
NOTE: WATERLINE MUST BE A MINIMUM 4' BELOW THE ROAD SURFACE. RJR 3 / 25 / 2026
AMY 3 / 25 / 2026
JEM 3 / 25 / 2026
PA010358
OVERALL PLAN
SHEET 2
EXISTING GUY WIRE (GUY)
LEGEND:
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS (W/ ELEVATION LABELS)
EXISTING CATCH BASIN
EXISTING SANITARY (SSWR) MANHOLE
EXISTING WATER (W)
EXISTING SANITARY SEWER (S)
EXISTING STORM (ST) MANHOLE
EXISTING GUY POLE
CLEANOUT
EDGE OF EXISTING PAVEMENT (EOP)
UTILITY POLE
EXISTING OVERHEAD WIRE (OHD)
EXISTING STORM (ST)
EXISTING UNDERGROUND ELECTRIC (UGE)
EXISTING GUIDE RAIL
OUTFALL / ENDWALL
PROPERTY LINE
EXISTING STORM DETENTION BASIN
1. CONTRACTOR SHALL MAKE ALL WATERLINE CONNECTIONS.
2. 100% STONE BACKFILL IS REQUIRED FOR ALL EXCAVATIONS UNDER ROAD OR WITHIN
3' OF EDGE OF ROAD.
3. PROPOSED WATERLINE SHALL BE:
· 3' MIN. SEPARATION FROM GAS LINES.
· 5' MINIMUM FROM RIGHT-OF-WAY.
· 1'-6" MINIMUM VERTICAL SEPARATION CROSSING UTILITIES.
· 2' VERTICAL SEPARATION FROM GUIDERAIL.
4. EXISTING PROPERTY LINES, UTILITIES, AND FEATURES SHOWN ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR IN THE FIELD.
5. CONTRACTOR TO USE E&S BLANKETS ON ALL SLOPES 3:1 OR GREATER AND WITHIN
50' OF STREAMS. CONTRACTOR SHALL USE PUMPED WATER FILTER BAGS AS
NEEDED.
6. NO TREES MAY BE REMOVED FROM MAY 15 - JULY 31. TREE CLEARING SHALL
COMMENCE OUTSIDE OF THOSE DATES.
7. TRAFFIC CONTROL SHALL BE CONTRACTOR'S RESPONSIBILITY AND CONDUCTED AT
ALL TIMES.
8. WATERLINE FITTINGS SHALL BE USED ONLY AS NEEDED TO PROPERLY ALIGN
WATERLINE AS SHOWN ON PLANS. ALL FITTINGS AND VALVES TO BE RESTRAINED
WITH MEGA LUG OR APPROVED EQUAL.
9. EXISTING WATERLINE IS TO BE ABANDONED IN PLACE.
10. CONTRACTOR TO RESTORE EXISTING WEDGE CURB, RETAINING WALLS, SIDEWALKS,
DRIVEWAYS, AND ROAD LINE STRIPING AS NEEDED THROUGHOUT PROJECT.
11. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CROSSING GUY WIRES
AND WORKING AROUND UTILITY POLES.
NOTES:
1. TOPOGRAPHY FROM SURVEY PERFORMED BY PENN E&R
ON 7 / 8 / 2025
2. FLOODWAY INFORMATION OBTAINED FROM FEMA FIRM MAP
42019C0511D.
3. A WETLAND DELINEATION WAS PERFORMED BY: PENN E&R ON
7 / 1 / 2025
REFERENCES:
EXISTING WETLANDS
EXISTING FLOODPLAIN BOUNDARY
FREEDOM ROAD (S
R 3020)
H
AL
D
EM
AN
D
R
IV
E
CLEARBROOK DRIVE
BR
U
SH
C
R
EE
K
M cI
N
TY
R E
LA
N
E
C O
M M
O N
W
EALTH
D R
IVE
PIN OAK CT.
FEMA
FLOODWAY
FEMA
100 YR.
FLOODPLAIN
SEE PLAN SHEET 3
SEE PLAN SHEET 4
SEE PLAN SHEET 5
STREAMBANKS
FEMA
100 YR.
FLOODPLAIN
50 FT.
FLOODWAY
50 FT.
FLOODWAY
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
E-BOX
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
E-BOX
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
SIGN NO PARK
AutoCAD SHX Text
CEDARBROOK SIGN
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
E-BOX
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
OUTFALL (TYP)
AutoCAD SHX Text
UNDERGROUND STRUCTURE
AutoCAD SHX Text
GUY POLE
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text THIS DRAWING IS COPYRIGHTED, THIS DRAWING IS A TRADE SECRET AND ONLY ENTRUSTED TO THE RECEIVER FOR HIS PERSONAL USE. WITHOUT THE SIGNED WRITTEN CONSENT OF PENN ENVIRONMENTAL & REMEDIATION, INC., IT MUST NOT BE COPIED NOR MADE AVAILABLE TO THIRD PARTIES, INCLUDING COMPETITORS, NOR MADE ACCESSIBLE TO SUCH PARTIES. ANY ILLEGAL USE BY THE RECEIVER OR THIRD PARTIES FOR WHICH HE IS RESPONSIBLE CAN CONSTITUTE A CAUSE FOR LEGAL ACTION. THIS DRAWING MUST BE RETURNED ON REQUEST OF THE COMPANY.
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text D
CO
±8.5'
±11.2'
3+00
0+00
1+00
2+00
0+50
1+50
2+50
CFS #1
CFS #2
CFS #3
3+00
STATION
EL
EV
AT
IO
N
EL
EV
AT
IO
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STATION
EL
EV
AT
IO
N
EL
EV
AT
IO
N
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75
M
AT
C H
L
IN
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ST
A.
+0
SE
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SH
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45°
22.5°
11.25°
45°
11.25°
3+00
Penn E&R Environmental & Remediation, Inc.
DESCRIPTIONREVISION DATE
PREPARED FOR:
APPROVED
CHECKED
DRAWN
PROJECT No.
DRAWING NUMBER
100 RYAN COURT, SUITE 20
PITTSBURGH, PA 15205
(412) 722-1222
CRANBERRY TOWNSHIP
2525 ROCHESTER ROAD, SUITE 400
CRANBERRY TOWNSHIP, PA 16066
PREPARED BY:
WATERLINE REPLACEMENT
PIN OAK COURT
CRANBERRY TOWNSHIP
BUTLER COUNTY, PENNSYLVANIA
SEE CRANBERRY STANDARD DETAILS IN BID ATTACHMENT AND REFER TO TOWNSHIP'S PUBLIC & PRIVATE IMPROVEMENTS CODE
NOTE: WATERLINE MUST BE A MINIMUM 4' BELOW THE ROAD SURFACE. RJR 2 / 10 / 2026
AMY 2 / 10 / 2026
JEM 2 / 10 / 2026
PA010358
PROPOSED PLAN AND PROFILE-SHEET 1
ENLARGED PLAN SHEET 1 of 3
SCALE: 1" = 20' BAR SCALE (FEET)
20 20100
SHEET 3
PROPOSED WATERLINE PROFILE - 1 OF 3
SCALE: 1" = 20' (HORIZ.) AND 1" = 5' (VERT.)
0 5
SC
AL
E (F
EE
T)
VE
R
TI
C
AL
BAR SCALE (FEET)
20 201010 515
8" C.I. WATERLINE
PROPOSED 8" DIP
WATERLINE
BROKEN 8" EXISTING
GATE VALVE BOX
TO BE REMOVED
ABANDONED 16"
WATERLINE
ABANDONED 8" C.I.
WATERLINE
8" C.I. WATERLINE
CROSSWALK
MARKINGS
PAVEMENT
MARKINGS
1. TOPOGRAPHY FROM SURVEY PERFORMED BY PENN E&R
ON 7 / 8 / 2025
2. FLOODWAY INFORMATION OBTAINED FROM FEMA FIRM MAP
42019C0511D.
3. A WETLAND DELINEATION WAS PERFORMED BY: PENN E&R ON
7 / 1 / 2025
REFERENCES:
EXISTING GUY WIRE (GUY)
LEGEND:
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS (W/ ELEVATION LABELS)
EXISTING CATCH BASIN
EXISTING SANITARY (SSWR) MANHOLE
EXISTING WATER (W)
EXISTING SANITARY SEWER (S)
EXISTING STORM (ST) MANHOLE
EXISTING GUY POLE
CLEANOUT
EDGE OF EXISTING PAVEMENT (EOP)
UTILITY POLE
EXISTING OVERHEAD WIRE (OHD)
EXISTING STORM (ST)
EXISTING UNDERGROUND ELECTRIC (UGE)
EXISTING GUIDE RAIL
OUTFALL / ENDWALL
PROPERTY LINE
EXISTING STORM DETENTION BASIN
EXISTING WETLANDS
EXISTING FLOODPLAIN BOUNDARY
OWNER:
1253 FREEDOM ROAD ASSOCIATES, LP
ADDRESS:
1253 FREEDOM ROAD
PARCEL No.:
130.4F110.14H
OWNER:
COMMUNITY SERVICE
ASSOCIATION
PARCEL No.:
130.S18.AC
FREEDOM ROAD (SR 3020)
EXISTING
FEMA 100 YEAR
FLOODPLAIN
BOUNDARY
HALD
EMAN D
RIV
E
INLET PROTECTION
LIMIT OF DISTURBANCE
M
ATCHLINE
STA. 3+00
SEE SHEET 2 of 3
PROPOSED 8" DIP
WATERLINE
LIMITS OF DISTURBANCE (LOD)
0.50 ACRES
CONTRACTOR TO COORDINATE
WITH UTILITY COMPANY WHEN
CROSSING GUY WIRES AND
WHEN CLOSE TO UTILITY POLES
REPLACE SIDEWALK (5 FT.
MIN. WIDTH OR TO NEAREST
JOINT). SEE DETAIL ON SHEET 9
CONTRACTOR TO
PROTECT / REPLACE
EXISTING SWALE
STA. 0+00
CONNECT TO EXISTING 8" C.I.
WATERLINE AT EXIST. VALVE WITH MEGALUG
AND TWO 45° FITTINGS
CUT AND CAP
EXISTING 8" C.I.
WATERLINE
ASPHALT TRENCH
RESTORATION
STA. 0+00
CONNECT TO EXISTING 8" C.I.
WATERLINE AT EXIST. VALVE WITH MEGALUG
AND TWO 45° FITTINGS
PENNDOT R/W
PENNDOT
R/W
SR 3020 WORK BEGIN SEGMENT 0050 OFFSET 995
SR 3020 WORK END SEGMENT 0050 OFFSET 1055
1. CONTRACTOR SHALL MAKE ALL WATERLINE CONNECTIONS.
2. 100% STONE BACKFILL IS REQUIRED FOR ALL EXCAVATIONS UNDER ROAD OR WITHIN
3' OF EDGE OF ROAD.
3. PROPOSED WATERLINE SHALL BE:
· 3' MIN. SEPARATION FROM GAS LINES.
· 5' MINIMUM FROM RIGHT-OF-WAY.
· 1'-6" MINIMUM VERTICAL SEPARATION CROSSING UTILITIES.
· 2' VERTICAL SEPARATION FROM GUIDERAIL.
4. EXISTING PROPERTY LINES, UTILITIES, AND FEATURES SHOWN ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR IN THE FIELD.
5. CONTRACTOR TO USE E&S BLANKETS ON ALL SLOPES 3:1 OR GREATER AND WITHIN
50' OF STREAMS. CONTRACTOR SHALL USE PUMPED WATER FILTER BAGS AS
NEEDED.
6. NO TREES MAY BE REMOVED FROM MAY 15 - JULY 31. TREE CLEARING SHALL
COMMENCE OUTSIDE OF THOSE DATES.
7. TRAFFIC CONTROL SHALL BE CONTRACTOR'S RESPONSIBILITY AND CONDUCTED AT
ALL TIMES.
8. WATERLINE FITTINGS SHALL BE USED ONLY AS NEEDED TO PROPERLY ALIGN
WATERLINE AS SHOWN ON PLANS. ALL FITTINGS AND VALVES TO BE RESTRAINED
WITH MEGA LUG OR APPROVED EQUAL.
9. EXISTING WATERLINE IS TO BE ABANDONED IN PLACE.
10. CONTRACTOR TO RESTORE EXISTING WEDGE CURB, RETAINING WALLS, SIDEWALKS,
DRIVEWAYS, AND ROAD LINE STRIPING AS NEEDED THROUGHOUT PROJECT.
11. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CROSSING GUY WIRES
AND WORKING AROUND UTILITY POLES.
NOTES:
TREES SHALL NOT BE
REMOVED ALONG
FREEDOM ROAD
CONTRACTOR TO INSTALL WATERLINE UNDER AND AVOID IMPACTING EXISTING
STONE WRAPPED IN GEOTEXTILE AND PENNDOT STORM WATER BMP MR-3. WATERLINE
SHALL BE INSTALLED IN 16" STEEL CASING UNDER THE BMP VIA TUNNELING. WATERLINE
SHALL BE INSTALLED IN THE STEEL CASING WITH SPACERS AND BOOT SEALS PER
STORMWATER
BMP MR-3. SEE
DETAIL 7 ON SHEET 6
CFS #_ 12" COMPOST FILTER SOCK
TREES SHALL NOT BE
REMOVED ALONG
HALDEMAN DRIVE
MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL 7 ON SHEET 6
INSTALL WATERLINE IN 16" STEEL CASING
WITH SPACERS AND BOOT SEALS PER
MANUFACTURER'S RECOMMENDATIONS
VIA TUNNELING UNDER BMP MR-3
No. 3 AGGREGATE WRAPPED IN CLASS 4
TYPE A GEOTEXTILE (5 FT. WIDE). SEE
DETAIL ON SHEET 6
MILL AND OVERLAY FROM
SEGMENT 50 OFFSET 980 TO
SEGMENT 50 OFFSET 1010
(30' WIDE) AND REPLACE
CONCRETE CURB
IN KIND
MILL AND OVERLAY PER DETAIL 1 ON SHEET 6
WORK WITHIN FREEDOM ROAD RIGHT OF WAY
ON THIS SHEET MUST BE PERFORMED DURING
OFF PEAK HOURS PER COORDINATION AND
APPROVAL WITH TOWNSHIP
AutoCAD SHX Text
15" PIN OAK
AutoCAD SHX Text
18" PIN OAK
AutoCAD SHX Text
18" PIN OAK
AutoCAD SHX Text
10" MAPLE
AutoCAD SHX Text
15" PIN OAK
AutoCAD SHX Text
18" PIN OAK
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
EXIST. SEWER (8"%%C, PLASTIC)
AutoCAD SHX Text
EXIST. STORM (18"%%C)
AutoCAD SHX Text
EXIST. HDPE STORM (6"%%C)
AutoCAD SHX Text
INV. EL. %%P1027.0
AutoCAD SHX Text
BOTT. PIPE %%P1033.2
AutoCAD SHX Text
BOTT. PIPE %%P1031.4
AutoCAD SHX Text
EXIST. SEWER (8"%%C, PLASTIC)
AutoCAD SHX Text
EXIST. STORM (18"%%C)
AutoCAD SHX Text
EXIST. HDPE STORM (6"%%C)
AutoCAD SHX Text
INV. EL. %%P1027.0
AutoCAD SHX Text
BOTT. PIPE %%P1033.2
AutoCAD SHX Text
BOTT. PIPE %%P1031.4
AutoCAD SHX Text THIS DRAWING IS COPYRIGHTED, THIS DRAWING IS A TRADE SECRET AND ONLY ENTRUSTED TO THE RECEIVER FOR HIS PERSONAL USE. WITHOUT THE SIGNED WRITTEN CONSENT OF PENN ENVIRONMENTAL & REMEDIATION, INC., IT MUST NOT BE COPIED NOR MADE AVAILABLE TO THIRD PARTIES, INCLUDING COMPETITORS, NOR MADE ACCESSIBLE TO SUCH PARTIES. ANY ILLEGAL USE BY THE RECEIVER OR THIRD PARTIES FOR WHICH HE IS RESPONSIBLE CAN CONSTITUTE A CAUSE FOR LEGAL ACTION. THIS DRAWING MUST BE RETURNED ON REQUEST OF THE COMPANY.
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text
CO
EXISTING GROUND
FH
CFS #4
CFS #5
CFS #6
CFS #7 CFS #8 CFS #9 CFS #10 CFS #11
CFS #12
CFS #13
CFS #14
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3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 7+78
22.5°
11.25°
11.25°
Penn E&R Environmental & Remediation, Inc.
DESCRIPTIONREVISION DATE
PREPARED FOR:
APPROVED
CHECKED
DRAWN
PROJECT No.
DRAWING NUMBER
100 RYAN COURT, SUITE 20
PITTSBURGH, PA 15205
(412) 722-1222
CRANBERRY TOWNSHIP
2525 ROCHESTER ROAD, SUITE 400
CRANBERRY TOWNSHIP, PA 16066
PREPARED BY:
WATERLINE REPLACEMENT
PIN OAK COURT
CRANBERRY TOWNSHIP
BUTLER COUNTY, PENNSYLVANIA
SEE CRANBERRY STANDARD DETAILS IN BID ATTACHMENT AND REFER TO TOWNSHIP'S PUBLIC & PRIVATE IMPROVEMENTS CODE
NOTE: WATERLINE MUST BE A MINIMUM 4' BELOW THE ROAD SURFACE. RJR 3 / 25 / 2026
AMY 3 / 25 / 2026
JEM 3 / 25 / 2026
PA010358
PROPOSED PLAN AND PROFILE-SHEET 2
ENLARGED PLAN SHEET 2
SCALE: 1" = 20'
BAR SCALE (FEET)
20 20100
SHEET 4
PROPOSED WATERLINE PROFILE - 2 OF 3
SCALE: 1" = 20' (HORIZ.) AND 1" = 10' (VERT.)
BAR SCALE (FEET)
20 201010 515
1. TOPOGRAPHY FROM SURVEY PERFORMED BY PENN E&R
ON 7 / 8 / 2025
2. FLOODWAY INFORMATION OBTAINED FROM FEMA FIRM MAP
42019C0511D.
3. A WETLAND DELINEATION WAS PERFORMED BY: PENN E&R ON
7 / 1 / 2025
REFERENCES:
EXISTING GUY WIRE (GUY)
LEGEND:
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS (W/ ELEVATION LABELS)
EXISTING CATCH BASIN
EXISTING SANITARY (SSWR) MANHOLE
EXISTING WATER (W)
EXISTING SANITARY SEWER (S)
EXISTING STORM (ST) MANHOLE
EXISTING GUY POLE
CLEANOUT
EDGE OF EXISTING PAVEMENT (EOP)
UTILITY POLE
EXISTING OVERHEAD WIRE (OHD)
EXISTING STORM (ST)
EXISTING UNDERGROUND ELECTRIC (UGE)
EXISTING GUIDE RAIL
OUTFALL / ENDWALL
PROPERTY LINE
EXISTING STORM DETENTION BASIN
EXISTING WETLANDS
EXISTING FLOODPLAIN BOUNDARY
INLET PROTECTION
LIMIT OF DISTURBANCE (0.31 ACRES)
M
ATCHLINE
STA. 3+00
SEE SHEET 1
M
AT
CH
LI
NE
S
TA
. 7
+7
SE
E
SH
EE
T
0 5
SC
AL
E (F
EE
T)
VE
R
TI
C
AL
PROPOSED 8" DIP
WATERLINE
PROPOSED 8" GATE VALVE
PROPOSED INSTALLATION OF A NEW FIRE
HYDRANT, 6" VALVE AND 8"x6" HYDRANT TEE
CONNECT TO EXISTING
8" DIP WATERLINE WITH
8" TAPPING SLEEVE AND
VALVE
PROPOSED
8" TEE WITH
(2) VALVES
LIMITS OF WETLANDS
INVESTIGATION
OWNER:
1253 FREEDOM ROAD
ASSOCIATES, LP
ADDRESS:
1253 FREEDOM ROAD
PARCEL No.:
130.4F110.14H
OWNER:
CLINT D UHLIG
ADDRESS:
16 PIN OAK COURT
PARCEL No.:
130.S18.A39D
OWNER:
COMMONWEALTH OF PA
ADDRESS:
1265 FREEDOM ROAD
PARCEL No.:
130.4F110.14HC
OWNER:
COMMUNITY SERVICE
ASSOCIATION
PARCEL No.:
130.S18.AC
OWNER:
COMMUNITY SERVICE
ASSOCIATION
PARCEL No.:
130.S18.AG
HALD
EMAN D
RIV
E
EXISTING
FEMA 100 YEAR
FLOODPLAIN
BOUNDARY
LIMITS OF WETLANDS
INVESTIGATION
PROPOSED 8" DIP
WATERLINE
PIN OAK COURT
LIMITS OF DISTURBANCE (LOD)
0.50 ACRES
CONTRACTOR TO
COORDINATE WITH
UTILITY COMPANY
WHEN CROSSING
GUY WIRES AND
WHEN CLOSE TO
UTILITY POLES
CONNECT TO EXISTING 8"
DIP WATERLINE WITH 8"
TAPPING SLEEVE AND
VALVE. SEE PLAN ABOVE
FOR CONFIGURATION
REMOVE 3
EXIST. VALVE
BOXES TO BE
ABANDONED
TRENCH RESTORATION
AND WEDGE CURB
RESTORATION PER
DETAILS ON SHEET 9
NOTES:
1. CONTRACTOR SHALL MAKE ALL WATERLINE CONNECTIONS.
2. 100% STONE BACKFILL IS REQUIRED FOR ALL EXCAVATIONS UNDER ROAD OR
WITHIN 3' OF EDGE OF ROAD.
3. PROPOSED WATERLINE SHALL BE:
· 3' MIN. SEPARATION FROM GAS LINES.
· 5' MINIMUM FROM RIGHT-OF-WAY.
· 1'-6" MINIMUM VERTICAL SEPARATION CROSSING UTILITIES.
· 2' VERTICAL SEPARATION FROM GUIDERAIL.
4. EXISTING PROPERTY LINES, UTILITIES, AND FEATURES SHOWN ARE
APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR IN THE FIELD.
5. CONTRACTOR TO USE E&S BLANKETS ON ALL SLOPES 3:1 OR GREATER AND
WITHIN 50' OF STREAMS. CONTRACTOR SHALL USE PUMPED WATER FILTER BAGS
AS NEEDED.
6. NO TREES MAY BE REMOVED FROM MAY 15 - JULY 31. TREE CLEARING SHALL
COMMENCE OUTSIDE OF THOSE DATES.
7. TRAFFIC CONTROL SHALL BE CONTRACTOR'S RESPONSIBILITY AND CONDUCTED
AT ALL TIMES.
8. WATERLINE FITTINGS SHALL BE USED ONLY AS NEEDED TO PROPERLY ALIGN
WATERLINE AS SHOWN ON PLANS. ALL FITTINGS AND VALVES TO BE RESTRAINED
WITH MEGA LUG OR APPROVED EQUAL.
9. EXISTING WATERLINE IS TO BE ABANDONED IN PLACE.
10. CONTRACTOR TO RESTORE EXISTING WEDGE CURB, RETAINING WALLS,
SIDEWALKS, DRIVEWAYS, AND ROAD LINE STRIPING AS NEEDED THROUGHOUT
PROJECT.
11. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CROSSING GUY
WIRES AND WORKING AROUND UTILITY POLES.
BROKEN 8" EXISTING
GATE VALVE BOX
TO BE REMOVED
CFS #_ 12" COMPOST FILTER SOCK
CONTRACTOR SHALL
NOT REMOVE ANY TREES
ALONG HALDEMAN DRIVE
LIGHT GREY HATCHING DENOTES
MILL AND OVERLAY FROM EXISTING
JOINT TO END OF PIN OAK COURT
PER DETAIL 1 ON SHEET 6. WEDGE
CURB TO BE REPLACED IN KIND PER
DETAIL 9 ON SHEET 6
TRENCH
RESTORATION
PER DETAIL 4 ON
SHEET 6
MILL AND OVERLAY PER DETAIL 1 ON SHEET 6
CUT AND CAP EXIST.
8" DIP WATERLINE
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VAULT
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E-BOX
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POST
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POST
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CEDARBROOK SIGN
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GUY POLE
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EXIST. UNDERGROUND ELECTRIC
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EXIST. 8" CI WATER
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EXIST. GUY WIRE
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EXIST. STORM
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INV. EL. %%P1009.25
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EXIST. 12" PLASTIC STORM
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EXIST. 24" RCP
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%%PINV EL
AutoCAD SHX Text 1007.54
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%%PINV EL
AutoCAD SHX Text 997.32
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%%PINV EL
AutoCAD SHX Text 998.93
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EXIST. UNDERGROUND ELECTRIC
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EXIST. 8" CI WATER
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EXIST. GUY WIRE
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EXIST. STORM
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INV. EL. %%P1009.25
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EXIST. 30" RCP SANITARY
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EXIST. SANITARY
AutoCAD SHX Text THIS DRAWING IS COPYRIGHTED, THIS DRAWING IS A TRADE SECRET AND ONLY ENTRUSTED TO THE RECEIVER FOR HIS PERSONAL USE. WITHOUT THE SIGNED WRITTEN CONSENT OF PENN ENVIRONMENTAL & REMEDIATION, INC., IT MUST NOT BE COPIED NOR MADE AVAILABLE TO THIRD PARTIES, INCLUDING COMPETITORS, NOR MADE ACCESSIBLE TO SUCH PARTIES. ANY ILLEGAL USE BY THE RECEIVER OR THIRD PARTIES FOR WHICH HE IS RESPONSIBLE CAN CONSTITUTE A CAUSE FOR LEGAL ACTION. THIS DRAWING MUST BE RETURNED ON REQUEST OF THE COMPANY.
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AutoCAD SHX Text S
AutoCAD SHX Text D
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CO
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EXISTING GROUND
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EDGE OF PAVEMENT
DRIVEWAY
CFS #13 CFS #14
CFS #15
CFS #16
CFS #17
CFS #18
CFS #19
CFS #21
CFS #20
STATION
EL
EV
AT
IO
N
7+78 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+39
EL
EV
AT
IO
N
10' x 10'
RECEIVING
PIT
15' x 30'
BORE PIT
3'-0"
MIN. CLR.
45°
45° 45°
22.5°
22.5°
STREAMBANKS50 FT. FLOODWAY 50 FT. FLOODWAY
FEMA FLOODWAY
ST
A.
2+
.4
8" G
AT
E
VA
LV
E
Penn E&R Environmental & Remediation, Inc.
DESCRIPTIONREVISION DATE
PREPARED FOR:
APPROVED
CHECKED
DRAWN
PROJECT No.
DRAWING NUMBER
100 RYAN COURT, SUITE 20
PITTSBURGH, PA 15205
(412) 722-1222
CRANBERRY TOWNSHIP
2525 ROCHESTER ROAD, SUITE 400
CRANBERRY TOWNSHIP, PA 16066
PREPARED BY:
WATERLINE REPLACEMENT
PIN OAK COURT
CRANBERRY TOWNSHIP
BUTLER COUNTY, PENNSYLVANIA
SEE CRANBERRY STANDARD DETAILS IN BID ATTACHMENT AND REFER TO TOWNSHIP'S PUBLIC & PRIVATE IMPROVEMENTS CODE
NOTE: WATERLINE MUST BE A MINIMUM 4' BELOW THE ROAD SURFACE. RJR 3 / 25 / 2026
AMY 3 / 25 / 2026
JEM 3 / 25 / 2026
PA010358
PROPOSED PLAN AND PROFILE-SHEET 3
ENLARGED PLAN SHEET 3
SCALE: 1" = 20'
BAR SCALE (FEET)
20 20100
SHEET 5
PROPOSED WATERLINE PROFILE - 3 OF 3
SCALE: 1" = 20' (HORIZ.) AND 1" = 10' (VERT.)
BAR SCALE (FEET)
20 201010 515
1. TOPOGRAPHY FROM SURVEY PERFORMED BY PENN E&R
ON 7 / 8 / 2025
2. FLOODWAY INFORMATION OBTAINED FROM FEMA FIRM MAP
42019C0511D.
3. A WETLAND DELINEATION WAS PERFORMED BY: PENN E&R ON
7 / 1 / 2025
REFERENCES:
EXISTING GUY WIRE (GUY)
LEGEND:
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS (W/ ELEVATION LABELS)
EXISTING CATCH BASIN
EXISTING SANITARY (SSWR) MANHOLE
EXISTING WATER (W)
EXISTING SANITARY SEWER (S)
EXISTING STORM (ST) MANHOLE
EXISTING GUY POLE CLEANOUT
EDGE OF EXISTING PAVEMENT (EOP)
UTILITY POLE
EXISTING OVERHEAD WIRE (OHD)
EXISTING STORM (ST)
EXISTING UNDERGROUND ELECTRIC (UGE)
EXISTING GUIDE RAIL
OUTFALL / ENDWALL
PROPERTY LINE
EXISTING STORM DETENTION BASIN
EXISTING WETLANDS
EXISTING FLOODPLAIN BOUNDARY
INLET PROTECTION
LIMIT OF DISTURBANCE (0.31 ACRES)
M
ATC
H
LIN
E STA. 7+78
SEE SH
EET 2
PROPOSED
8" DIP WATERLINE
EXISTING HYDRANT TO BE REMOVED
AND RETURNED TO TOWNSHIP
AFTER EXISTING WATERLINE IS
INACTIVE
8" C.I.
WATERLINE
16" DIP WATERLINE
M cI
N
TY
R E
LA
N
E
OWNER:
COMMUNITY SERVICE
ASSOCIATION
PARCEL No.:
130.S18.AAC
OWNER:
COMMUNITY SERVICE
ASSOCIATION
PARCEL No.:
130.S18.AB
OWNER:
USX FEDERAL CREDIT UNION
ADDRESS:
1293 FREEDOM ROAD
PARCEL No.:
130.S18.AD
REMAINING
BRIDGE
ABUTMENTS
LIMITS OF WETLANDS
INVESTIGATION
FEMA
FLOODWAY
FEMA 100 YR.
FLOODPLAIN
PROPOSED
12" COMPOST
FILTER SOCK (TYP.)
BRUSH CREEK (WWF)
STREAMBANKS
50 FT.
FLOODWAY 50 FT.
FLOODWAY
- 2" AND 4" PIPES, SUSPECTED GAS VENTS
KEYED NOTES:
A
A
B
C
B
D
- OPTIONAL BORE PIT SOIL STOCKPILE REQUIRED IF
MATERIAL IS STORED ON SITE AND NOT DIRECTLY HAULED
OFF. THIS INCLUDES ANY DRILLING MUD WHICH IS STORED
OUTSIDE THE BORE PIT.
B
- 10' x 10' RECEIVING PITC
- 15' x 30' BORE PITD
CUT AND CAP EXISTING
WATERLINE AND
REMOVE EXISTING
VALVE BOXES
0 5
SC
AL
E (F
EE
T)
VE
R
TI
C
AL
PROPOSED 8" DIP
WATERLINE
LIMITS OF DISTURBANCE (LOD)
0.50 ACRES
PROPOSED 8" DIP WATERLINE IN PROPOSED 16"
STEEL CASING BETWEEN BORE PITS. CASING
SHALL HAVE SPACERS AND BOOT SEALS AT
EACH END PER MANUFACTURER
REQUIREMENTS
CONNECT TO EXISTING 16" DIP
WATERLINE WITH 16x8
REDUCER
PIN OAK COURT
UNT TO
BRUSH CREEK (WWF)
CONTRACTOR TO
COORDINATE WITH
UTILITY COMPANY
WHEN CROSSING
GUY WIRES AND
WHEN CLOSE TO
UTILITY POLES
PROPOSED 8" DIP WATERLINE IN PROPOSED 16"
STEEL CASING BETWEEN BORE PITS. CASING
SHALL HAVE SPACERS AND BOOT SEALS AT
EACH END PER MANUFACTURER
REQUIREMENTS
CONCRETE ANCHORS SHALL
BE INSTALLED FOR ALL PIPE
SLOPES GREATER THAN 20%
PER DETAIL ON SHEET 9
CONNECT TO
EXISTING 16" DIP
WATERLINE WITH
16x8 REDUCER AND
8" GATE VALVE
NOTES:
1. CONTRACTOR SHALL MAKE ALL WATERLINE CONNECTIONS.
2. 100% STONE BACKFILL IS REQUIRED FOR ALL EXCAVATIONS UNDER ROAD OR
WITHIN 3' OF EDGE OF ROAD.
3. PROPOSED WATERLINE SHALL BE:
· 3' MIN. SEPARATION FROM GAS LINES.
· 5' MINIMUM FROM RIGHT-OF-WAY.
· 1'-6" MINIMUM VERTICAL SEPARATION CROSSING UTILITIES.
· 2' VERTICAL SEPARATION FROM GUIDERAIL.
4. EXISTING PROPERTY LINES, UTILITIES, AND FEATURES SHOWN ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR IN THE FIELD.
5. CONTRACTOR TO USE E&S BLANKETS ON ALL SLOPES 3:1 OR GREATER AND
WITHIN 50' OF STREAMS. CONTRACTOR SHALL USE PUMPED WATER FILTER BAGS
AS NEEDED.
6. NO TREES MAY BE REMOVED FROM MAY 15 - JULY 31. TREE CLEARING SHALL
COMMENCE OUTSIDE OF THOSE DATES.
7. TRAFFIC CONTROL SHALL BE CONTRACTOR'S RESPONSIBILITY AND CONDUCTED
AT ALL TIMES.
8. WATERLINE FITTINGS SHALL BE USED ONLY AS NEEDED TO PROPERLY ALIGN
WATERLINE AS SHOWN ON PLANS. ALL FITTINGS AND VALVES TO BE RESTRAINED
WITH MEGA LUG OR APPROVED EQUAL.
9. EXISTING WATERLINE IS TO BE ABANDONED IN PLACE.
10. CONTRACTOR TO RESTORE EXISTING WEDGE CURB, RETAINING WALLS,
SIDEWALKS, DRIVEWAYS, AND ROAD LINE STRIPING AS NEEDED THROUGHOUT
PROJECT.
11. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CROSSING GUY
WIRES AND WORKING AROUND UTILITY POLES.
12. E&S BLANKETS SHALL BE INSTALLED WITHIN THE LOD WHEN WITHIN 50' OF THE
STREAM AND WHEN ON SLOPES 3:1 OR GREATER. PUMPED WATER FILTER BAGS
SHALL BE USED AS NEEDED AND MAY BE FIELD ADJUSTED BASED ON CONDITIONS
ENCOUNTERED DURING CONSTRUCTION AND SHALL BE PROTECTED DOWNSLOPE
WITH CFS.
PENNDOT R/W
TEMPORARY FLOODWAY IMPACT
PERMANENT
STREAM IMPACT
TREE CLEARING SHALL BE
CONDUCTED PER NOTE 6
PUMPED WATER
FILTER BAG (TYP.)
EROSION CONTROL BLANKET
TRENCH
RESTORATION
PER DETAIL 4 ON
SHEET 6
E - LIGHT GREY HATCHING DENOTES PAVEMENT
RESTORATION FROM EXISTING JOINT TO END
OF PIN OAK COURT PER DETAIL 1 ON SHEET 6.
WEDGE CURB TO BE REPLACED IN KIND PER
DETAIL 9 ON SHEET 6
E
MILL AND OVERLAY PER DETAIL 1 ON SHEET 6
ASPHALT
TRENCH RESTORATION
AND REPLACE CONCRETE
CURB IN KIND
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GM
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POST
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POST
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UP CCI 12805
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UP TRAFFIC LIGHT
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UP TRAFFIC LIGHT
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ELEC
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EXIST. 8" CI WATER AND OVERHEAD
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EXIST. 8" CI WATER
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EXIST. OVERHEAD
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EXIST. GUY WIRE
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EXIST. OVERHEAD
AutoCAD SHX Text THIS DRAWING IS COPYRIGHTED, THIS DRAWING IS A TRADE SECRET AND ONLY ENTRUSTED TO THE RECEIVER FOR HIS PERSONAL USE. WITHOUT THE SIGNED WRITTEN CONSENT OF PENN ENVIRONMENTAL & REMEDIATION, INC., IT MUST NOT BE COPIED NOR MADE AVAILABLE TO THIRD PARTIES, INCLUDING COMPETITORS, NOR MADE ACCESSIBLE TO SUCH PARTIES. ANY ILLEGAL USE BY THE RECEIVER OR THIRD PARTIES FOR WHICH HE IS RESPONSIBLE CAN CONSTITUTE A CAUSE FOR LEGAL ACTION. THIS DRAWING MUST BE RETURNED ON REQUEST OF THE COMPANY.
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AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text
CO
EXISTING GROUND
Environmental & Remediation, Inc.
DESCRIPTIONREVISION DATE
PREPARED FOR:
APPROVED
CHECKED
DRAWN
PROJECT No.
DRAWING NUMBER
100 RYAN COURT, SUITE 20
PITTSBURGH, PA 15205
(412) 722-1222
CRANBERRY TOWNSHIP
2525 ROCHESTER ROAD, SUITE 400
CRANBERRY TOWNSHIP, PA 16066
PREPARED BY:
WATERLINE REPLACEMENT
PIN OAK COURT
CRANBERRY TOWNSHIP
BUTLER COUNTY, PENNSYLVANIA
SEE CRANBERRY STANDARD DETAILS IN BID ATTACHMENT AND REFER TO TOWNSHIP'S PUBLIC & PRIVATE IMPROVEMENTS CODE
NOTE: WATERLINE MUST BE A MINIMUM 4' BELOW THE ROAD SURFACE. RJR 3 / 25 / 2026
AMY 3 / 25 / 2026
JEM 3 / 25 / 2026
PA010358
CONSTRUCTION DETAILS
SHEET 6
TYPICAL SIDEWALK AND CONTROLLER PAD DETAIL
BORING DETAIL
TRENCH RESTORATION DETAIL FOR HALDEMAN DRIVE
CONCRETE ANCHOR DETAIL
FREEDOM ROAD MILL AND OVERLAY DETAIL
6" 1'-6"
4"
ASPHALT BUILDUP INCIDENTAL
TO BINDER, BASE COURSE OR
BITUMINOUS BUILDUP ITEM
REFER TO TYPICAL SECTION
FOR PAVEMENT THICKNESS
EXTEND SUBBASE 6" BEYOND
BACK OF CURB. SLOPE BASE
ON 1 TO 1 SLOPE.
BITUMINOUS WEDGE CURB DETAIL
SAW CUT ROAD
3.5" (19mm) BINDER COURSE1' CUT BACK (TYP)
7" (25mm) BASE COURSE
2.67'
SAW CUT
ROAD
1.5" (9.5mm) SUPERPAVE MIX
WEARING COURSE
STATE ROAD 3020 ROW PAVEMENT DETAIL
PENNDOT STORMWATER BMP MR-3
NOTE: DETAIL IS SHOWN PER INFORMATION
PROVIDED BY PENNDOT. CONTRACTOR
SHALL MATCH EXISTING ASPHALT
CONDITIONS.
2.5" MILL AND OVERLAY: 1-1/2" SUPERPAVE MIX 9.5mm
WEARING COURSE (0-.3 MILLION ESALS)
OVERLAY SUPERPAVE ASPHALT MIXTURE DESIGN,
WEARING (LEVELING) COURSE, PG 64E-22, 3 TO <10 MILLION
ESALS, 9.5MM MIX, 1 INCH DEPTH, SRL-L
EXISTING PAVED SURFACE
PIN OAK COURT MILL AND OVERLAY DETAIL
MILL AND OVERLAY: 1-1/2" SUPERPAVE MIX 9.5mm
WEARING COURSE (0-.3 MILLION ESALS)
PROPOSED TACK COAT UNDER THE
PROPOSED WEARING COURSE
EXISTING PAVED SURFACE
AutoCAD SHX Text THIS DRAWING IS COPYRIGHTED, THIS DRAWING IS A TRADE SECRET AND ONLY ENTRUSTED TO THE RECEIVER FOR HIS PERSONAL USE. WITHOUT THE SIGNED WRITTEN CONSENT OF PENN ENVIRONMENTAL & REMEDIATION, INC., IT MUST NOT BE COPIED NOR MADE AVAILABLE TO THIRD PARTIES, INCLUDING COMPETITORS, NOR MADE ACCESSIBLE TO SUCH PARTIES. ANY ILLEGAL USE BY THE RECEIVER OR THIRD PARTIES FOR WHICH HE IS RESPONSIBLE CAN CONSTITUTE A CAUSE FOR LEGAL ACTION. THIS DRAWING MUST BE RETURNED ON REQUEST OF THE COMPANY.
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DESCRIPTIONREVISION DATE
PREPARED FOR:
APPROVED
CHECKED
DRAWN
PROJECT No.
DRAWING NUMBER
100 RYAN COURT, SUITE 20
PITTSBURGH, PA 15205
(412) 722-1222
CRANBERRY TOWNSHIP
2525 ROCHESTER ROAD, SUITE 400
CRANBERRY TOWNSHIP, PA 16066
PREPARED BY:
WATERLINE REPLACEMENT
PIN OAK COURT
CRANBERRY TOWNSHIP
BUTLER COUNTY, PENNSYLVANIA
SEE CRANBERRY STANDARD DETAILS IN BID ATTACHMENT AND REFER TO TOWNSHIP'S PUBLIC & PRIVATE IMPROVEMENTS CODE
NOTE: WATERLINE MUST BE A MINIMUM 4' BELOW THE ROAD SURFACE. RJR 3 / 25 / 2026
AMY 3 / 25 / 2026
JEM 3 / 25 / 2026
PA010358
STANDARD CONSTRUCTION DETAIL #4-1
COMPOST FILTER SOCK
STANDARD CONSTRUCTION DETAIL #11-1
EROSION CONTROL BLANKET INSTALLATION
FILTER BAG INLET PROTECTION - TYPE C INLET3PUMPED WATER FILTER BAG2
FILTER BAG INLET PROTECTION - TYPE M INLET
E&S DETAILS - SHEET 1
SHEET 7
AutoCAD SHX Text THIS DRAWING IS COPYRIGHTED, THIS DRAWING IS A TRADE SECRET AND ONLY ENTRUSTED TO THE RECEIVER FOR HIS PERSONAL USE. WITHOUT THE SIGNED WRITTEN CONSENT OF PENN ENVIRONMENTAL & REMEDIATION, INC., IT MUST NOT BE COPIED NOR MADE AVAILABLE TO THIRD PARTIES, INCLUDING COMPETITORS, NOR MADE ACCESSIBLE TO SUCH PARTIES. ANY ILLEGAL USE BY THE RECEIVER OR THIRD PARTIES FOR WHICH HE IS RESPONSIBLE CAN CONSTITUTE A CAUSE FOR LEGAL ACTION. THIS DRAWING MUST BE RETURNED ON REQUEST OF THE COMPANY.
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FLOW
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FLOW
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DISTURBED AREA
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UNDISTURBED AREA
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%%USECTION
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%%UPLAN VIEW
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EXISTING CONTOURS
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COMPOST FILTER SOCK
AutoCAD SHX Text 2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER
AutoCAD SHX Text 2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER
AutoCAD SHX Text
COMPOST FILTER SOCK
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BLOWN/PLACED FILTER MEDIA
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DISTURBED AREA
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UNDISTURBED AREA
AutoCAD SHX Text NOTES: 1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL. 2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA. 3. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS. 4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. 5. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. 6. BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS. S RECOMMENDATIONS. 7. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
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AutoCAD SHX Text NOTES: 1. USE PRODUCT ECS-1 BY EAST COAST EROSION CONTROL, BERNVILLE, PA, OR OTHER ENGINEER APPROVED USE PRODUCT ECS-1 BY EAST COAST EROSION CONTROL, BERNVILLE, PA, OR OTHER ENGINEER APPROVED EQUAL PRODUCT WITH A FUNCTIONAL LONGEVITY OF 12 MONTHS AND CAPABLE OF USE ON 3:1 SLOPES OR LESS. 2. SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN DRAWINGS SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN DRAWINGS PRIOR TO INSTALLING THE BLANKET. 3. PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE. PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE. 4. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS. 5. BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET. 6. THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 7. BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS. 8. BLANKETS SHALL BE INSTALLED FOR ALL DISTURBED AREAS WITHIN 50 FEET OF A SURFACE WATER BLANKETS SHALL BE INSTALLED FOR ALL DISTURBED AREAS WITHIN 50 FEET OF A SURFACE WATER (INCLUDING WETLANDS) AND WITHIN 100 FEET OF SPECIAL PROTECTION WATERS (INCLUDING WETLANDS), REGARDLESS OF SLOPE.
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BLANKET EDGES STAPLED AND OVERLAPPED (4 IN. MIN.)
AutoCAD SHX Text INSTALL BEGINNING OF ROLL IN 6 IN. x 6 IN. ANCHOR TRENCH, STAPLE, BACKFILL AND COMPACT SOIL
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STARTING AT TOP OF SLOPE, ROLL BLANKETS IN DIRECTION OF WATER FLOW
AutoCAD SHX Text PREPARE SEED BED (INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED) PRIOR TO BLANKET INSTALLATION
AutoCAD SHX Text REFER TO MANUF. RECOMMENDED STAPLING PATTERN FOR STEEPNESS AND LENGTH OF SLOPE BEING BLANKETED
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THE BLANKET SHOULD NOT BE STRETCHED; IT MUST MAINTAIN GOOD SOIL CONTACT
AutoCAD SHX Text OVERLAP BLANKET ENDS 6 IN. MIN. WITH THE UPSLOPE BLANKED OVERLYING THE DOWNSLOPE BLANKET (SHINGLE STYLE). STAPLE SECURELY.
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PROPERTY
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TEST METHOD
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MINIMUM STANDARD
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AVG. WIDE WIDTH STRENGTH
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ASTM D-4884
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60 LB/IN
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GRAB TENSILE
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ASTM D-4632
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205 LB
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PUNCTURE
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ASTM D-4833
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110 LB
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MULLEN BURST
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ASTM D-3786
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350 PSI
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UV RESISTANCE
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ASTM D-4355
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AOS % RETAINED
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ASTM D-4751
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80 SIEVE
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FILTER BAG
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WELL VEGETATED, GRASSY AREA
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WELL VEGETATED, GRASSY AREA
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FILTER BAG
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PLAN VIEW
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ELEVATION VIEW
AutoCAD SHX Text NOTES: LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:
AutoCAD SHX Text A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE
AutoCAD SHX Text PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL
AutoCAD SHX Text BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED
AutoCAD SHX Text ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.
AutoCAD SHX Text BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION
AutoCAD SHX Text RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE
AutoCAD SHX Text PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE
AutoCAD SHX Text PLACED ON SLOPES GREATER THAN 5%%%. FOR SLOPES EXCEEDING 5%%%, CLEAN ROCK OR OTHER NON-ERODIBLE
AutoCAD SHX Text AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.
AutoCAD SHX Text NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST
AutoCAD SHX Text FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY
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RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.
AutoCAD SHX Text THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE
AutoCAD SHX Text MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.
AutoCAD SHX Text THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE
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MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.
AutoCAD SHX Text FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY
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AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.
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INTAKE HOSE
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PUMP
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CLAMPS
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DISCHARGE HOSE
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HEAVY DUTY LIFTING STRAPS (RECOMMENDED)
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INTAKE HOSE
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PUMP
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CLAMPS
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DISCHARGE HOSE
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TOP
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OF
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CURB
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FLOW
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STORM
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INLET
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2:1 MAX (TYP.)
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INSTALLATION DETAIL
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PLAN VIEW
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SECTION VIEW
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ISOMETRIC VIEW
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%%UNOTES:
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MAXIMUM DRAINAGE AREA = 1/2 ACRE.
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INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR
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TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.
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ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE
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BERM SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT
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BERM SHALL BE MAINTAINED UNTIL ROADWAY SURFACE RECEIVES FINAL COAT.
AutoCAD SHX Text AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS, A
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MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50
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LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40
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SIEVE.
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INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF
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EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW
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CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET.
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DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE
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FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER
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THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS
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ACCORDING TO THE PLAN NOTES.
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DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.
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CURB
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EXTEND BERM OVER CURB IF RUNOFF IS BYPASSING INLET ON LANDWARD SIDE
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BERM
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INLET GRATE
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1 IN. REBAR FOR
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BAG REMOVAL FROM
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INLET
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SANDBAG, FILTER LOG, COMPOST SOCK, OR FILTER TUBE
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EXPANSION RESTRAINT ( IN. NYLON ROPE)14 IN. NYLON ROPE)
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2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK
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FLOW
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STORM
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INLET
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INSTALLATION DETAIL
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PLAN VIEW
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SECTION VIEW
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ISOMETRIC VIEW
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%%UNOTES:
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MAXIMUM DRAINAGE AREA = 1/2 ACRE.
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INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR
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TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.
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ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD
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SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN
AutoCAD SHX Text BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR
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REMAIN PERMANENTLY.
AutoCAD SHX Text AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A
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MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50
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LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40
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SIEVE.
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INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF
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EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW
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CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET.
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DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE
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FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER
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THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING
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TO THE PLAN NOTES.
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DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.
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FLOW
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INLET GRATE
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1 IN. REBAR FOR
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BAG REMOVAL FROM
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INLET
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EXPANSION RESTRAINT ( IN. NYLON ROPE)14 IN. NYLON ROPE)
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2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK
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EARTHEN BERM TO BE STABILIZED WITH TEMPORARY OR PERMANENT VEGETATION
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2:1 MAX (TYP.)
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2:1 MAX.
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BERM
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6 IN. MIN. HEIGHT
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DESCRIPTIONREVISION DATE
PREPARED FOR:
APPROVED
CHECKED
DRAWN
PROJECT No.
DRAWING NUMBER
100 RYAN COURT, SUITE 20
PITTSBURGH, PA 15205
(412) 722-1222
CRANBERRY TOWNSHIP
2525 ROCHESTER ROAD, SUITE 400
CRANBERRY TOWNSHIP, PA 16066
PREPARED BY:
WATERLINE REPLACEMENT
PIN OAK COURT
CRANBERRY TOWNSHIP
BUTLER COUNTY, PENNSYLVANIA
SEE CRANBERRY STANDARD DETAILS IN BID ATTACHMENT AND REFER TO TOWNSHIP'S PUBLIC & PRIVATE IMPROVEMENTS CODE
NOTE: WATERLINE MUST BE A MINIMUM 4' BELOW THE ROAD SURFACE. RJR 3 / 25 / 2026
AMY 3 / 25 / 2026
JEM 3 / 25 / 2026
PA010358
Compost Sock Fabric Minimum Specifications
Material Type 3 mil HDPE 5 mil HDPE 5 mil HDPE Multi-Filament Polypropylene
(MFPP)
Heavy Duty Multi-Filament Polypropylene
(HDMFPP)
Material
Characteristics Photo-degradable Photo-degradable Bio-degradable Photo-degradable Photo-degradable
Sock Diameters 12" 18"
12" 18" 24" 32"
12" 18" 24" 32"
12" 18" 24" 32"
12" 18" 24" 32"
Mesh Opening 3/8" 3/8" 3/8" 3/8" 1/8"
Tensile Strength 26 psi 26 psi 44 psi 202 psi
Ultraviolet Stability %
Original Strength
(ASTM G-155)
23% at 1000 hr. 23% at 1000 hr. 100% at 1000 hr. 100% at 1000 hr.
Minimum Functional Longevity
6 months 9 months 6 months 1 year 2 years
Two-Ply Systems
Inner Containment Netting
HDPE biaxial net
Continuously wound
Fusion-welded junctures
3/4" x 3/4" Max. aperture size
Outer Filtration Mesh
Composite Polypropylene Fabric (Woven layer and non-woven fleece mechanically fused via needle punch)
3/16" Max aperture size
TABLE 4.2
COMPOST STANDARDS
Organic Matter Content 25% - 100% (dry weight basis)
Organic Portion Fibrous and elongated pH 5.5 - 8.5
Moisture Content 30% - 60% Particle Size 30% - 50% pass through 3/8” sieve
Soluble Salt Concentration 5.0 dS/m (mmhos/cm) Maximum
Temporary Seeding Mixture (or approved equivalent)
Formula and Species % By Weight
Minimum % Max % Weed Seed
Seeding Lbs/1000 Yd2
Purity Germination Spring Oats and/or Winter Wheat/Rye
100 98 90 0.15 10(Total)
General Lawn Landscaping Seed Mix Specification
Seed Mix Qty Unit/Acre SM Pro Athletic Field Mixture (or approved equivalent) 350 Lbs
Seed Species % of Seed Mix Rebel Xtreme Tall Fescue 40%
Rebel XLR Tall Fescue 25% Pennington ATF1258 Tall Fescue 15%
Pennington APR2190 Perennial Ryegrass 10%
Ridgeline Kentucky Bluegrass 10%
General ROW Landscaping Seed Mix Specification
Seed Mix Qty Unit/Acre Pennington Certified ROW Seed Mix (or Approved
Equal) 100 Lbs
Seed Species % of Seed Mix Potomac Orchardgrass 40%
Climax Timothy 15% Passerel Plus Annual Ryegrass 15%
White Clover 5% Medium Red Clover 5%
Lazer Rough Bluegrass 5% Birdsfoot Trevfoil 5%
RedTop 5% Browntop Millet 5%
Weed Seed (Max) 1% Noxious Weed Seed 0%
Table 11.6 Mulch Application Rates
Mulch Type Application Rate (Min)
Notes Per Acre Per 1,000 Sq. Ft. Per 1,000 Sq. Yd.
Straw 3 tons 140 lb. 1,240 lb.
Either wheat or oat straw, free of weeds, not chipped or finely broken
Hydromulch 1 ton 47 lb. 415 lb. See limitations below* *Shredded paper hydromulch should not be used on slopes steeper than 5%. Wood fiber hydromulch may be applied on steeper slopes provided a tackifier is used. The application rate for any hydromulch should be 2,000 lb/acre at a minimum.
Standard BMP Maintenance Schedule Control measure Inspect Problems to look for Possible remedies
Compost filter sock and diversion sock
Once a week and after every runoff event
Barrier has been undermined or topped Replace with a rock filter outlet
Sediment at 1/2 height of barrier Increase number of stakes at affected area
Torn or damaged fabric Remove sediment, place across site as fill
Sock is older than permitted Repair according to manufacture's specifications or replace
Runoff escaping around barrier Extend barrier
Erosion control blanket Once a week and after every runoff event
Torn or loose stapled areas Remove and replace in accordance with manufacturer's recommendations
Vegetation growth Regrade and repair any undermined or washed out areas
Blanket destroyed or damaged Re-seed
Vegetation Once a week and after every runoff event
Sediment at toe-of-slope Check for toe-or-slope diversion and install if needed
Rills & gullies forming Fill rills and re-grade gullied slopes
Bare soil patches Re-seed, fertilize, lime and re-mulch
Straw mulch Once a week and after every runoff event
Bare spots Reapply as needed
Inlet protection Once a week and after every runoff event Sediment accumulation
Bag/stone should be cleaned or have sediment removed when they are half full. Damaged installations shall be replaced
Pumped water filter bag Before and after each use Torn fabric, tears, or breaches
Replace filter bag
Sediment escaping with purge water Remove sediment, spread over site
More than 50% filled with sediment
Note: refer to bmp detail and notes for additional maintenance requirements and remedies.
LONG TERM INSPECTIONS AND MAINTENANCE
THE CONTRACTOR OR ITS REPRESENTATIVES WILL PERFORM VISUAL INSPECTIONS WEEKLY AND AFTER EACH STORMWATER EVENT UNTIL A UNIFORM 70% PERENNIAL VEGETATIVE COVER IS ACHIEVED. INSPECTIONS OF THE BMPS WILL BE CONDUCTED BY QUALIFIED PERSONNEL, TRAINED AND EXPERIENCED IN BMP INSPECTIONS. THESE QUALIFIED INSPECTORS WILL ASCERTAIN THE BMPS ARE OPERATIONAL AND ARE EFFECTIVE IN PREVENTING POLLUTION TO THE
WATERS OF THE COMMONWEALTH.
IF THE PROJECT DOES NOT MAINTAIN A MINIMUM PERMANENT STABILIZATION OF MINIMUM 70% PERENNIAL UNIFORM VEGETATIVE COVER THEN REMEDIAL ACTION (SUCH AS RESEEDING) WILL BE TAKEN. RESEEDED AREAS SHALL THEN BE
MONITORED UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED.
TEMPORARY SEEDING
ALL STOCKPILES AND OTHER DISTURBED AREAS WHICH WILL REQUIRE FURTHER DISTURBANCE IN WHICH THE ADDITIONAL DISTURBANCE WILL BE DELAYED FOR A PERIOD OF 3 WEEKS OR LONGER SHALL BE
VEGETATED ACCORDING TO THE FOLLOWING GUIDELINES:
ALL AREAS TO BE TEMPORARILY SEEDED, WHICH ARE TO BE REDISTURBED, SHALL BE FERTILIZED WITH
350 POUNDS PER ACRE OF 10-20-20 UNLESS OTHERWISE APPROVED BY THE ENGINEER.
PERMANENT SEEDING
PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL AREAS REACHING FINAL GRADE OR OTHER AREAS NOT LIKELY TO BE DISTURBED BY FURTHER CONSTRUCTION ACTIVITIES. ANY AREAS WHICH REACH FINAL GRADE BETWEEN MAY 15 – AUGUST 15, OR OCTOBER 15 – NOVEMBER 15 SHALL BE SEEDED WITH THE APPROPRIATE TEMPORARY SEED MIXTURE, UNLESS THE FOLLOWING TABLE OF PERMANENT SEED MIXTURES INDICATES THAT THE SPECIFIED PERMANENT SEED MIXTURE CAN BE SOWN. THESE AREAS SHALL THEN BE RESEEDED WITH A PERMANENT SEED
MIXTURE DURING THE NEXT DEFINED SEEDING PERIOD.
Mix No.:
Species: Application Rate:
Minimum Purity:
Minimum Germination:
Planting Period:
1 Annual Ryegrass 40 lbs/acre 98 98 3/15-10/15
2 Winter Wheat 180 lbs/acre 98 85 3/15-10/15
3 Winter Rye 168 lbs/acre 98 85 3/15-11/15
Mix No.:
Species: Application Rate:
Minimum Purity:
Minimum Germination:
Planting Period:
(< 1.5:1)
Lathco Flatpea Perennial Ryegrass
20 lbs/acre 20 lbs/acre
3/15-6/1 8/1-10/15
(≥ 1.5:1 Or
Slide Prone)
Perennial Ryegrass Annual Ryegrass
50 lbs/acre 50 lbs/acre
3/15-6/1 8/1-10/15
MAINTENANCE
1. BMPS WILL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH MEASURABLE RUNOFF EVENT, INCLUDING RAINFALL OR OTHER PRECIPITATION, SNOW MELT, SURFACE RUNOFF OR OTHER DRAINAGE EVENT DURING THE ACTIVE CONSTRUCTION/DRILLING PHASE OF THE PROJECT.
2. EARTH DISTURBANCE AREAS WILL BE REPAIRED WHERE SIGNS OF ACCELERATED EROSION ARE DETECTED.
3. SEEDING AND MULCHING WILL BE REPEATED IN THOSE AREAS THAT APPEAR TO BE FAILING OR HAVE FAILED.
SITE RESTORATION
1. DISTURBED AREAS WILL BE MULCHED AS INDICATED BELOW. MULCH WILL BE APPLIED AT A RATE OF 3-4 TONS/ACRE.
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