1-MAIN ST STORM SEWER PLAN SET.pdf
PDF 24 MB Posted
- Attached to
- Main Street Storm Sewer Replacement Project
- Solicitation number
- Not on record
- Issued by
- Northampton County, Pennsylvania
About this file
This is a storm sewer plan set document for the Main Street Storm Sewer Replacement Project in Portland Borough, Northampton County, Pennsylvania. The project involves the replacement of approximately 2,000 feet of Corrugated Metal Pipe with High Density Polyethylene Pipe, inlet replacement, and associated in-kind restoration of impacted asphalt roadway, concrete curb, sidewalk, and lawn areas. Online sealed bids will be received via PennBid until 2 PM local time on April 23, 2026, with public bid opening scheduled for 10 AM local time on April 24, 2026. All bidders must bid on all items listed on the Bid Form. The successful bidder shall substantially complete the project within 120 calendar days of receipt of Notice to Proceed and shall be ready for final payment within 140 days of receipt of Notice to Proceed.
Each bid submission must be accompanied by a certified check, bank draft payable to the Borough of Portland, negotiable U.S. Government Bonds at par value, or a satisfactory Bid Bond executed by an acceptable surety in an amount equal to ten percent of the total bid amount. Bids shall remain open for 120 days from the date of bid opening, or 150 days if award is delayed by required governmental agency approval, bond sales, or grant awards, during which time bids may not be withdrawn. The successful bidder shall furnish satisfactory Performance and Payment Bonds in the amount of 100 percent of the Contract Price and a Maintenance Bond equal to fifteen percent of the Contract amount. The contract documents and solicitation details are available at no cost on PennBid at https://pennbid.bonfirehub.com.
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| File | Type | Posted |
|---|---|---|
| 2-Main St Stormwater Replacement Bid Package.pdf |
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Text version
PROJECT
AREA
R1
R2
B
B
R2 RO
DELAW
ARE AVE.
1ST STREET
MAIN STREET
W
ASHING
TO
N STREET
N. DELAW
ARE DRIVE.
WEIDMAN STREET
SITE LOCATION MAP
NO
RTHAM
PTO
N ST
CO
LLINS AVE STATE STREET
PA 0611
NORTHAMPTON COUNTY, PENNSYLVANIA
PORTLAND BOROUGH
CONSTRUCTION DRAWINGS
DATE: FEBRUARY 02, 2026
SITUATED IN
PREPARED FOR
SITE INFORMATION
OWNER/APPLICANT
PORTLAND BOROUGH
P.O. BOX 476
206 DIVISION STREET
PORTLAND, PA 18351
PORTION OF MARKET ST,
COFFIN ALLEY & MAIN STREET
INDEX OF SHEETS
LAST REVISED: MARCH 30, 2026
VAN CLEEF ENGINEERING ASSOCIATES, LLC
1685 VALLEY CENTER PARKWAY, SUITE 100
BETHLEHEM, PA 18017
WEB: WWW.VANCLEEFENGINEERING.COM
PHONE (610) 332-1772
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ENGINEERING WITH FOCUS ENGINEER'S STATEMENT
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GRANT APPLICATION NO.: 9496092
SURVEY GENERAL NOTES
PORTLAND BOROUGH STORM SEWER
TITLE
COVER SHEET
EXISTING FEATURES AND DEMOLITION PLAN-A
EXISTING FEATURES AND DEMOLITION PLAN-B
STORM SEWER IMPROVEMENT PLAN - 1 OF 3
STORM SEWER IMPROVEMENT PLAN - 2 OF 3
STORM SEWER IMPROVEMENT PLAN - 3 OF 3
STORM SEWER PROFILES - 1 OF 2
STORM SEWER PROFILES - 2 OF 2
SOIL EROSION & SEDIMENT CONTROL PLAN
SOIL EROSION & SEDIMENT CONTROL NOTES
SOIL EROSION & SEDIMENT CONTROL DETAILS
CONSTRUCTION DETAILS
LAST REVISED
MARCH 30, 2026
MARCH 30, 2026
MARCH 30, 2026
MARCH 30, 2026
MARCH 30, 2026
MARCH 30, 2026
MARCH 30, 2026
MARCH 30, 2026
MARCH 30, 2026
MARCH 30, 2026
MARCH 30, 2026
MARCH 30, 2026
SHEET No.
REPLACEMENT PROJECT
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PORTLAND BOROUGH
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UPPER MOUNT BETHEL TOWNSHIP
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KNOWLTON TOWNSHIP
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SCALE: 1"= 800'
AutoCAD SHX Text ONLY THOSE PLANS WHICH CONTAIN AN IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL THOSE PLANS WHICH CONTAIN AN IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL THOSE PLANS WHICH CONTAIN AN IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL PLANS WHICH CONTAIN AN IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL PLANS WHICH CONTAIN AN IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL WHICH CONTAIN AN IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL WHICH CONTAIN AN IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL CONTAIN AN IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL CONTAIN AN IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL AN IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL AN IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL IMPRESSED OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL OR COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL COLORED SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL OF THE RESPONSIBLE PROFESSIONAL SHALL OF THE RESPONSIBLE PROFESSIONAL SHALL THE RESPONSIBLE PROFESSIONAL SHALL THE RESPONSIBLE PROFESSIONAL SHALL RESPONSIBLE PROFESSIONAL SHALL RESPONSIBLE PROFESSIONAL SHALL PROFESSIONAL SHALL PROFESSIONAL SHALL SHALL SHALL BE CONSIDERED VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY CONSIDERED VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY CONSIDERED VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY FOR THE OWNER DESIGNATED HEREON. ANY FOR THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY HEREON. ANY HEREON. ANY ANY ANY MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING REVISION, DUPLICATION OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING REVISION, DUPLICATION OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING DUPLICATION OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING DUPLICATION OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING WRITTEN CONSENT OF VAN CLEEF ENGINEERING WRITTEN CONSENT OF VAN CLEEF ENGINEERING CONSENT OF VAN CLEEF ENGINEERING CONSENT OF VAN CLEEF ENGINEERING OF VAN CLEEF ENGINEERING OF VAN CLEEF ENGINEERING VAN CLEEF ENGINEERING VAN CLEEF ENGINEERING CLEEF ENGINEERING CLEEF ENGINEERING ENGINEERING ENGINEERING ASSOCIATES IS PROHIBITED. RELIANCE ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED IS PROHIBITED. RELIANCE ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED IS PROHIBITED. RELIANCE ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED PROHIBITED. RELIANCE ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED PROHIBITED. RELIANCE ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED RELIANCE ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED RELIANCE ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED RELIANCE ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED PURPOSE OTHER THAN THAT WHICH IS INTENDED PURPOSE OTHER THAN THAT WHICH IS INTENDED OTHER THAN THAT WHICH IS INTENDED OTHER THAN THAT WHICH IS INTENDED THAN THAT WHICH IS INTENDED THAN THAT WHICH IS INTENDED THAT WHICH IS INTENDED THAT WHICH IS INTENDED WHICH IS INTENDED WHICH IS INTENDED IS INTENDED IS INTENDED INTENDED INTENDED SHALL BE AT THE SOLE DISCRETION AND LIABILITY OF THE APPLICABLE PARTY.
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PLAN NOTATION
AutoCAD SHX Text I, MARK A. BAHNICK, A LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, MARK A. BAHNICK, A LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, MARK A. BAHNICK, A LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, A. BAHNICK, A LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, A. BAHNICK, A LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, BAHNICK, A LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, BAHNICK, A LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, A LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, A LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, LICENSED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, ENGINEER IN THE COMMONWEALTH OF PENNSYLVANIA, IN THE COMMONWEALTH OF PENNSYLVANIA, IN THE COMMONWEALTH OF PENNSYLVANIA, THE COMMONWEALTH OF PENNSYLVANIA, THE COMMONWEALTH OF PENNSYLVANIA, COMMONWEALTH OF PENNSYLVANIA, COMMONWEALTH OF PENNSYLVANIA, OF PENNSYLVANIA, OF PENNSYLVANIA, PENNSYLVANIA, PENNSYLVANIA, DO HEREBY CERTIFY THAT THE ACCOMPANYING APPLICATION, PLANS AND SUPPORTING DOCUMENTATION HEREBY CERTIFY THAT THE ACCOMPANYING APPLICATION, PLANS AND SUPPORTING DOCUMENTATION HEREBY CERTIFY THAT THE ACCOMPANYING APPLICATION, PLANS AND SUPPORTING DOCUMENTATION CERTIFY THAT THE ACCOMPANYING APPLICATION, PLANS AND SUPPORTING DOCUMENTATION CERTIFY THAT THE ACCOMPANYING APPLICATION, PLANS AND SUPPORTING DOCUMENTATION THAT THE ACCOMPANYING APPLICATION, PLANS AND SUPPORTING DOCUMENTATION THAT THE ACCOMPANYING APPLICATION, PLANS AND SUPPORTING DOCUMENTATION THE ACCOMPANYING APPLICATION, PLANS AND SUPPORTING DOCUMENTATION THE ACCOMPANYING APPLICATION, PLANS AND SUPPORTING DOCUMENTATION ACCOMPANYING APPLICATION, PLANS AND SUPPORTING DOCUMENTATION ACCOMPANYING APPLICATION, PLANS AND SUPPORTING DOCUMENTATION APPLICATION, PLANS AND SUPPORTING DOCUMENTATION APPLICATION, PLANS AND SUPPORTING DOCUMENTATION PLANS AND SUPPORTING DOCUMENTATION PLANS AND SUPPORTING DOCUMENTATION AND SUPPORTING DOCUMENTATION AND SUPPORTING DOCUMENTATION SUPPORTING DOCUMENTATION SUPPORTING DOCUMENTATION DOCUMENTATION DOCUMENTATION ARE TRUE AND ACCURATE, TO THE BEST OF MY KNOWLEDGE. MARK A. BAHNICK, P.E. DATE DATE VAN CLEEF ENGINEERING ASSOCIATES 1685 VALLEY CENTER PARKWAY, SUITE 100 BETHLEHEM, PA 18017 PA PROFESSIONAL ENGINEER LIC. NO. PE-037877-E
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PENNSYLVANIA
AutoCAD SHX Text 1-800-242-1776
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TOLL FREE
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AutoCAD SHX Text PA Law requires 3 working days notice before
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PA ONE CALL SYSTEM, INC.
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STOP! CALL
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1. PARCEL BOUNDARIES SHOWN HEREON TAKEN FROM NORTHAMPTON COUNTY PARCEL BOUNDARIES DATA. PARCEL BOUNDARIES SHOWN HEREON TAKEN FROM NORTHAMPTON COUNTY PARCEL BOUNDARIES DATA. RIGHT OF WAYS BASED UPON PHYSICAL CENTERLINE LOCATIONS ALONG WITH VARIOUS RIGHT OF WAY DOCUMENTS FROM THE BOROUGH. 2. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON A FIELD SURVEY PREFORMED BY VCEA TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON A FIELD SURVEY PREFORMED BY VCEA DURING SEPTEMBER, 2024 WITH LIDAR TOPOGRAPHY TAKEN FROM PENNSYLVANIA SPATIAL DATA ACCESS (PASDA). HORIZONTAL DATUM IS PENNSYLVANIA STATE PLANE SOUTH COORDINATE SYSTEM, SPC-83, PA SOUTH ZONE. VERTICAL DATUM IS BASED ON NAVD 83. 3. THIS SURVEY DOES NOT CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND THIS SURVEY DOES NOT CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS THAT MAY AFFECT THIS TRACT. 4. NO CERTIFICATION IS MADE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE NO CERTIFICATION IS MADE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE COMPLETENESS OF ANY UTILITIES SHOWN. ALL CONTRACTORS WORKING ON THIS SITE SHALL COMPLY WITH THE REQUIREMENTS OF ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION ACT.) VCEA HAS REGISTERED THIS SITE WITH THE PA ONE-CALL SYSTEM ON SEPTEMBER 19, 2024. THE PA ONE-CALL SYSTEM SERIAL NUMBER IS 20242633762-000. THE FOLLOWING IS A LIST OF REGISTERED UTILITY USERS FOR THE BOROUGH OF PORTLAND: 5. PORTION OF PORTLAND BOROUGH SHOWN HEREON IS LOCATED PARTIALLY IN ZONE X PER FIRM FLOOD PORTION OF PORTLAND BOROUGH SHOWN HEREON IS LOCATED PARTIALLY IN ZONE X PER FIRM FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON COUNTY, PENNSYLVANIA MAP NO. 42095C0061E EFFECTIVE DATE OF JULY 16, 2014.
AutoCAD SHX Text 03/30/2026
AutoCAD SHX Text BOROUGH OF PORTLAND 206 DIVISION ST PO BOX 476 PORTLAND, PA. 18351 BOROUGH OF PORTLAND AUTHORITY 206 DIVISION ST PO BOX 476 PORTLAND, PA. 18351 MET ED FIRSTENERGY 2800 POTTSVILLE PIKE READING, PA. 19605
AutoCAD SHX Text FRONTIER COMMUNICATIONS OF PA INC 300E LAIRD ST WILKES BARRE, PA. 187027025 SERVICE ELECTRIC CABLE TV INC 2260 AVENUE A LVIP 1 BETHLEHEM, PA. 18017 UGI UTILITIES STROUDSBURG 2121 CITY LINE RD BETHLEHEM, PA 18017
MAIN ST.
M A I N S
T R E E T
C O L L I N
S S T R E E T
H I G H S T R E E T
N O
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A M
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D I V I S
I O N S
T R E E T
MAIN ST.
JOB NO.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
DATE:
MARK A. BAHNICK, P.E.
PENNSYLVANIA PROFESSIONAL ENGINEER LICENSE NUMBER PE-037877-E
FOR
NORTHAMPTON COUNTY, PENNSYLVANIA
PORTLAND BOROUGH
PORTLAND BOROUGH STORM SEWER
IMPROVEMENTS
6600-22-10
JCB
JMT
MAB
FEBRUARY 02, 2026
DATE
Bridges/Highways Construction Inspection
Environmental Geotechnical/Dams
Landscape Architecture Local/Regional Planning
Municipal Engineering Site Development
Surveying/Aerial Drones/GIS Water/Wastewater
ENGINEERING WITH FOCUS
DATEDESCRIPTION AUTHREV
VAN CLEEF ENGINEERING ASSOCIATES, LLC
1685 VALLEY CENTER PARKWAY, SUITE 100
BETHLEHEM, PA 18017
WEB: WWW.VANCLEEFENGINEERING.COM
PHONE (610) 332-1772
SERIAL NO. 20242633762-000
Know what's below.
Call before you dig.
PLAN NOTATION
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EXISTING FEATURES AND DEMOLITION PLAN A
1"=30'
1 INCH = 30 FT
GRAPHIC SCALE
0 15 30 60
MAP LEGEND
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24" CMP
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24" CMP
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15" HDPE
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24" CMP
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15" CMP
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15" CMP
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24" CMP
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24" CMP
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24" CMP
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24" CMP
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18 CMP
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18" CMP
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24" CMP
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INLET 9 GR=350.14 INV IN=347.52 INV OUT=346.74
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INLET 22 GR=393.53 INV=386.78
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INLET 21 GR=388.38 INV IN=382.52 INV OUT=382.48
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INLET 20 GR=374.08 INV IN=367.23 INV IN=367.18 INV OUT=367.18
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INLET 19 GR=375.14 INV=367.64
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INLET 18 GR=361.59 INV IN=355.09 INV IN=355.01 INV OUT=354.97
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INLET 17 GR=361.61 INV=355.78
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INLET 12 GR=354.53 INV IN=351.73 INV OUT=351.60
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INLET 10 GR=352.56 INV IN=349.71 INV OUT=349.74(SILTED)
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INLET 11 GR=353.09 INV=351.93
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INLET 16 TOP=355.85 (NO GRATE) INV=352.91
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INLET 15 GR=355.49 INV IN=352.64 INV OUT=352.44
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INLET 13 GR=354.03 INV IN=350.48 INV OUT=350.03
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INLET 14 GR=352.77 INV=UNABLE TO OBTAIN AT TIME OF SURVEY
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POLE W/ LIGHT 73133-58916 175M
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SANITARY MH RIM=395.57 INV IN=390.27 INV IN=388.27 INV OUT=388.22
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SANITARY MH RIM=393.78 (UNABLE TO OPEN AT TIME OF SURVEY)
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SANITARY MH RIM=383.00 INV IN=376.55 INV OUT=371.62
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POLE W/ LIGHT 73191-58955 175M 40T
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POLE W/ TRANS 73204-58959 PE-2606
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SANITARY MH RIM=351.26 INV IN=343.81 INV IN=343.76 INV OUT=343.71
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EDGE OF GRAVEL
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POLE 73199-58979
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FENCE
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PER MARKOUT
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STORM
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METAL PLATE
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8" PVC
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8" PVC
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8" PVC
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8" PVC
AutoCAD SHX Text
8" PVC
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8" PVC
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8" PVC
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8" PVC
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WALL
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AutoCAD SHX Text UmB
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GRAVEL
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GRAVEL
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LANDSCAPING
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WALL
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CONDEMNATION OF A RIGHT OF WAY EASEMENT DBK 2006-1 PG 57677 (20' SANITARY)
AutoCAD SHX Text 40'
AutoCAD SHX Text 38'
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text 38'
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RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text 35'
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text 35'
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text 35'
AutoCAD SHX Text
LOT 12-PR. 30' STORM SEWER EASEMENT (3,389 SF OR 0.078 AC)
AutoCAD SHX Text
LOT 13-PR. 30' STORM SEWER EASEMENT (899 SF OR 0.021 AC)
AutoCAD SHX Text 03/30/26
AutoCAD SHX Text
GSP
AutoCAD SHX Text
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
PENNSYLVANIA
AutoCAD SHX Text 1-800-242-1776
AutoCAD SHX Text
TOLL FREE
AutoCAD SHX Text Before You Dig Anywhere
AutoCAD SHX Text PA Law requires 3 working days notice before
AutoCAD SHX Text
PA ONE CALL SYSTEM, INC.
AutoCAD SHX Text you excavate
AutoCAD SHX Text
STOP! CALL
AutoCAD SHX Text In . . .
AutoCAD SHX Text R
AutoCAD SHX Text ONLY THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, CONTAIN A DIGITAL, CONTAIN A DIGITAL, A DIGITAL, A DIGITAL, DIGITAL, DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE INK SEAL OF THE INK SEAL OF THE SEAL OF THE SEAL OF THE OF THE OF THE THE THE RESPONSIBLE PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED SHALL BE CONSIDERED SHALL BE CONSIDERED BE CONSIDERED BE CONSIDERED CONSIDERED CONSIDERED VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED PLAN HAS BEEN SPECIFICALLY PREPARED PLAN HAS BEEN SPECIFICALLY PREPARED HAS BEEN SPECIFICALLY PREPARED HAS BEEN SPECIFICALLY PREPARED BEEN SPECIFICALLY PREPARED BEEN SPECIFICALLY PREPARED SPECIFICALLY PREPARED SPECIFICALLY PREPARED PREPARED PREPARED FOR THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY HEREON. ANY HEREON. ANY ANY ANY ANY MODIFICATION, REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE DUPLICATION OR USE DUPLICATION OR USE OR USE OR USE USE USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF THE WRITTEN CONSENT OF VAN CLEEF THE WRITTEN CONSENT OF VAN CLEEF WRITTEN CONSENT OF VAN CLEEF WRITTEN CONSENT OF VAN CLEEF CONSENT OF VAN CLEEF CONSENT OF VAN CLEEF OF VAN CLEEF OF VAN CLEEF VAN CLEEF VAN CLEEF CLEEF CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. RELIANCE ON THIS PLAN FOR ANY PURPOSE ON THIS PLAN FOR ANY PURPOSE ON THIS PLAN FOR ANY PURPOSE THIS PLAN FOR ANY PURPOSE THIS PLAN FOR ANY PURPOSE PLAN FOR ANY PURPOSE PLAN FOR ANY PURPOSE FOR ANY PURPOSE FOR ANY PURPOSE ANY PURPOSE ANY PURPOSE PURPOSE PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE THAN THAT WHICH IS INTENDED SHALL BE THAN THAT WHICH IS INTENDED SHALL BE THAT WHICH IS INTENDED SHALL BE THAT WHICH IS INTENDED SHALL BE WHICH IS INTENDED SHALL BE WHICH IS INTENDED SHALL BE IS INTENDED SHALL BE IS INTENDED SHALL BE INTENDED SHALL BE INTENDED SHALL BE SHALL BE SHALL BE BE BE AT THE SOLE DISCRETION AND LIABILITY OF THE THE SOLE DISCRETION AND LIABILITY OF THE THE SOLE DISCRETION AND LIABILITY OF THE SOLE DISCRETION AND LIABILITY OF THE SOLE DISCRETION AND LIABILITY OF THE DISCRETION AND LIABILITY OF THE DISCRETION AND LIABILITY OF THE AND LIABILITY OF THE AND LIABILITY OF THE LIABILITY OF THE LIABILITY OF THE OF THE OF THE THE THE APPLICABLE PARTY.
AutoCAD SHX Text 03/30/2026
AutoCAD SHX Text
SPCS - NAD83
AutoCAD SHX Text
AutoCAD SHX Text
CONTOUR LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
CONCRETE CURBING
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STORM SEWER PIPE
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ROADWAY CENTERLINE
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PROPERTY LINE
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RIGHT-OF-WAY LINE
AutoCAD SHX Text
ADJACENT PROPERTY LINE
AutoCAD SHX Text
CHAIN LINK FENCE LINE
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PIN/CONCRETE MONUMENT
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SPOT ELEVATION
AutoCAD SHX Text
DECIDUOUS/EVERGREEN TREE
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STREET/TRAFFIC SIGN
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SOILS BOUNDARY
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SOILS DELINEATION
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WATER VALVE
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FIRE HYDRANT
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DRAINAGE MANHOLE
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WATER LINE
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SANITARY SEWER
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DRAINAGE INLET (C-TOP/M-TOP)
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WATER SHUTOFF
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EASEMENT LINE
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BUILDING SETBACK LINE
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CONCRETE SIDEWALK
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GAS LINE
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OVERHEAD ELECTRIC
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UNDERGROUND ELECTRIC
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SANITARY MANHOLE
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GAS VALVE
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UTILITY POLE
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LIGHT POLE
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ZONING BOUNDARY
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AutoCAD SHX Text 377.4
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GV
EXIST. EASEMENT AREA
SECO
N
D A
LY.
PE
N
N
SY
LV
A
N
IA
A V
E.
CO
FF
IN
A
LY
MARKET ST.
N O
RTH
AM
PTO
N
ST.
1 S T S T R E E T
(UN
CON
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ED
15'
10.5'
JOB NO.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
DATE:
MARK A. BAHNICK, P.E.
PENNSYLVANIA PROFESSIONAL ENGINEER LICENSE NUMBER PE-037877-E
FOR
NORTHAMPTON COUNTY, PENNSYLVANIA
PORTLAND BOROUGH
PORTLAND BOROUGH STORM SEWER
IMPROVEMENTS
6600-22-10
JCB
JMT
MAB
FEBRUARY 02, 2026
DATE
Bridges/Highways Construction Inspection
Environmental Geotechnical/Dams
Landscape Architecture Local/Regional Planning
Municipal Engineering Site Development
Surveying/Aerial Drones/GIS Water/Wastewater
ENGINEERING WITH FOCUS
DATEDESCRIPTION AUTHREV
VAN CLEEF ENGINEERING ASSOCIATES, LLC
1685 VALLEY CENTER PARKWAY, SUITE 100
BETHLEHEM, PA 18017
WEB: WWW.VANCLEEFENGINEERING.COM
PHONE (610) 332-1772
SERIAL NO. 20242633762-000
Know what's below.
Call before you dig.
PLAN NOTATION
F:
\j ob fi le \6
0-
-1
0\ D w g\
-E
X-
-2
2-
.d w g G
Pa rk er
/3 0/
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9:
A M
EXISTING FEATURES AND DEMOLITION PLAN B
1"=30'
1 INCH = 30 FT
GRAPHIC SCALE
0 15 30 60
MAP LEGEND
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24" CMP
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24" CMP
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24" HDPE
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24" CMP
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12" CMP
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24" CMP
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12" CMP
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15" CMP
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INLET 8 GR=349.72 INV=344.22(BOTTOM) METAL PLATE OVER INLET
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INLET 7 GR=345.46 INV IN=337.76 INV OUT=337.46
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INLET 6 GR=331.78 INV IN=328.51 INV OUT=328.38
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INLET 2 GR=329.93 INV IN=326.38 INV OUT=326.23
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INLET 4 GR=331.74 INV IN=329.64 INV OUT=328.97
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INLET 3 GR=330.48 INV IN=327.53 INV OUT=327.46
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INLET 5 GR=331.87 INV=330.07
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OUTFALL 1 INV=321.13
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CO
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FP
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WV
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HYD.
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AC
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WV
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CO
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CO
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CO
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CO
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FRAME DWELLING
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COVERED DECK
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SHED
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SHED
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SHED
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SHED
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SHED
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PORCH
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FRAME DWELLING
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FRAME DWELLING
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FRAME GARAGE
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FRAME GARAGE
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STEPS
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SANITARY MH RIM=361.46 INV IN=352.69 INV OUT=345.08
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WALK
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STEPS
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FENCE
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FENCE
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MON FND
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PIPE FND
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MON FND
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CHICKEN COOP
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DOG RUN
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SWING SET
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WALK
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FRAME DWELLING
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EDGE OF GRAVEL
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EDGE OF GRAVEL
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FRAME DWELLING
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POLE 73220-59001 EA 81
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EDGE OF GRAVEL
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EDGE OF GRAVEL
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WALL W/FLAG POLE
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EDGE OF PVMT.
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CURB
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WALK
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SANITARY MH RIM=341.64 (UNABLE TO OPEN AT TIME OF SURVEY)
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WALK
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DIRT DRIVE
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WALK
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PORCH
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POLE W/ LIGHT 73228-59007
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MARKET ST. SIGN
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SANITARY MH RIM=332.27 (UNABLE TO OPEN AT TIME OF SURVEY)
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FRAME DWELLING
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PORCH
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NO PARKING HERE TO CORNER SIGN
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PORCH
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WALK
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EDGE OF PVMT.
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EDGE OF PVMT.
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CONC. DRIVE
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NO PARKING SIGN
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EDGE OF PVMT.
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EDGE OF PVMT.
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EDGE OF GRAVEL
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CONC. DRIVE
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GRAVEL DRIVE
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WALK
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POLE W/ LIGHT 73243-59012
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MARKET & COFFIN ST. SIGN
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SANITARY MH RIM=332.27 (UNABLE TO OPEN AT TIME OF SURVEY)
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BUSH
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BUSH
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WOODS
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WOODS
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BUSH
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BUSH
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METAL PLATE
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CONC. SPILLWAY
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PORCH
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10' PERMANENT EASEMENT DBK 228 PG 87
AutoCAD SHX Text 10'
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CONDEMNATION OF A RIGHT OF WAY EASEMENT DBK 2006-1 PG 59144 (SANITARY)
AutoCAD SHX Text CONDEMNATION OF A RIGHT OF WAY EASEMENT DBK 2006-1 PG 59130 RIGHT OF WAY EASEMENT PER DBK 2006-1 PG 74126
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CONDEMNATION OF A RIGHT OF WAY EASEMENT DBK 2006-1 PG 57677 (20' SANITARY)
AutoCAD SHX Text
WATERLINE EASEMENT DBK 260 PG 117
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10' PERMANENT EASEMENT DBK 228 PG 87
AutoCAD SHX Text 10'
AutoCAD SHX Text
RIGHT OF WAY
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RIGHT OF WAY
AutoCAD SHX Text 30'
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RIGHT OF WAY
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text 35'
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RIGHT OF WAY
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RIGHT OF WAY
AutoCAD SHX Text 21'
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PORTION OF COFFIN ALLEY VACATED PER ORDINANCE# 2015-5
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PORTION OF MARKET ST VACATED PER ORDINANCE# 2015-5
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LOT 8-PR. 30' STORM SEWER EASEMENT (2,284 SF OR 0.052 AC)
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LOT 9-PR. 30' STORM SEWER EASEMENT (2,011 SF OR 0.046 AC)
AutoCAD SHX Text
LOT 11-PR. 30' STORM SEWER EASEMENT (3,410 SF OR 0.078 AC)
AutoCAD SHX Text
LOT 12-PR. 30' STORM SEWER EASEMENT (3,389 SF OR 0.078 AC)
AutoCAD SHX Text
RIGHT OF WAY
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RIGHT OF WAY
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LOT 3-PR. 15' TEMPORARY CONSTRUCTION EASEMENT (3,248 SF OR 0.075 AC)
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LOT 2-PR. 10.5' TEMPORARY CONSTRUCTION EASEMENT (893 SF OR 0.021 AC)
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
HYD.
AutoCAD SHX Text S
AutoCAD SHX Text 03/30/26
AutoCAD SHX Text
GSP
AutoCAD SHX Text
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
PENNSYLVANIA
AutoCAD SHX Text 1-800-242-1776
AutoCAD SHX Text
TOLL FREE
AutoCAD SHX Text Before You Dig Anywhere
AutoCAD SHX Text PA Law requires 3 working days notice before
AutoCAD SHX Text
PA ONE CALL SYSTEM, INC.
AutoCAD SHX Text you excavate
AutoCAD SHX Text
STOP! CALL
AutoCAD SHX Text In . . .
AutoCAD SHX Text R
AutoCAD SHX Text ONLY THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, CONTAIN A DIGITAL, CONTAIN A DIGITAL, A DIGITAL, A DIGITAL, DIGITAL, DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE INK SEAL OF THE INK SEAL OF THE SEAL OF THE SEAL OF THE OF THE OF THE THE THE RESPONSIBLE PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED SHALL BE CONSIDERED SHALL BE CONSIDERED BE CONSIDERED BE CONSIDERED CONSIDERED CONSIDERED VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED PLAN HAS BEEN SPECIFICALLY PREPARED PLAN HAS BEEN SPECIFICALLY PREPARED HAS BEEN SPECIFICALLY PREPARED HAS BEEN SPECIFICALLY PREPARED BEEN SPECIFICALLY PREPARED BEEN SPECIFICALLY PREPARED SPECIFICALLY PREPARED SPECIFICALLY PREPARED PREPARED PREPARED FOR THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY HEREON. ANY HEREON. ANY ANY ANY ANY MODIFICATION, REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE DUPLICATION OR USE DUPLICATION OR USE OR USE OR USE USE USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF THE WRITTEN CONSENT OF VAN CLEEF THE WRITTEN CONSENT OF VAN CLEEF WRITTEN CONSENT OF VAN CLEEF WRITTEN CONSENT OF VAN CLEEF CONSENT OF VAN CLEEF CONSENT OF VAN CLEEF OF VAN CLEEF OF VAN CLEEF VAN CLEEF VAN CLEEF CLEEF CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. RELIANCE ON THIS PLAN FOR ANY PURPOSE ON THIS PLAN FOR ANY PURPOSE ON THIS PLAN FOR ANY PURPOSE THIS PLAN FOR ANY PURPOSE THIS PLAN FOR ANY PURPOSE PLAN FOR ANY PURPOSE PLAN FOR ANY PURPOSE FOR ANY PURPOSE FOR ANY PURPOSE ANY PURPOSE ANY PURPOSE PURPOSE PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE THAN THAT WHICH IS INTENDED SHALL BE THAN THAT WHICH IS INTENDED SHALL BE THAT WHICH IS INTENDED SHALL BE THAT WHICH IS INTENDED SHALL BE WHICH IS INTENDED SHALL BE WHICH IS INTENDED SHALL BE IS INTENDED SHALL BE IS INTENDED SHALL BE INTENDED SHALL BE INTENDED SHALL BE SHALL BE SHALL BE BE BE AT THE SOLE DISCRETION AND LIABILITY OF THE THE SOLE DISCRETION AND LIABILITY OF THE THE SOLE DISCRETION AND LIABILITY OF THE SOLE DISCRETION AND LIABILITY OF THE SOLE DISCRETION AND LIABILITY OF THE DISCRETION AND LIABILITY OF THE DISCRETION AND LIABILITY OF THE AND LIABILITY OF THE AND LIABILITY OF THE LIABILITY OF THE LIABILITY OF THE OF THE OF THE THE THE APPLICABLE PARTY.
AutoCAD SHX Text 03/30/2026
AutoCAD SHX Text
SPCS - NAD83
AutoCAD SHX Text
AutoCAD SHX Text
CONTOUR LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
CONCRETE CURBING
AutoCAD SHX Text
STORM SEWER PIPE
AutoCAD SHX Text
ROADWAY CENTERLINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
RIGHT-OF-WAY LINE
AutoCAD SHX Text
ADJACENT PROPERTY LINE
AutoCAD SHX Text
CHAIN LINK FENCE LINE
AutoCAD SHX Text
PIN/CONCRETE MONUMENT
AutoCAD SHX Text
SPOT ELEVATION
AutoCAD SHX Text
DECIDUOUS/EVERGREEN TREE
AutoCAD SHX Text
STREET/TRAFFIC SIGN
AutoCAD SHX Text
SOILS BOUNDARY
AutoCAD SHX Text
SOILS DELINEATION
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
DRAINAGE MANHOLE
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
DRAINAGE INLET (C-TOP/M-TOP)
AutoCAD SHX Text
WATER SHUTOFF
AutoCAD SHX Text
EASEMENT LINE
AutoCAD SHX Text
BUILDING SETBACK LINE
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text
OVERHEAD ELECTRIC
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text
SANITARY MANHOLE
AutoCAD SHX Text
GAS VALVE
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UTILITY POLE
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LIGHT POLE
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ZONING BOUNDARY
AutoCAD SHX Text X
AutoCAD SHX Text 377.4
AutoCAD SHX Text
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AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text O
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AutoCAD SHX Text Y
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WV
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GV
EXIST. EASEMENT AREA
M A I N S T R E E T
C O
L L I N S S T R
E E T
H I G
H S T R
E E T
21 22 23 24
STORM CULVERT CHART
MAIN
STORM STRUCTURE CHART
MAIN
JOB NO.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
DATE:
MARK A. BAHNICK, P.E.
PENNSYLVANIA PROFESSIONAL ENGINEER LICENSE NUMBER PE-037877-E
FOR
NORTHAMPTON COUNTY, PENNSYLVANIA
PORTLAND BOROUGH
PORTLAND BOROUGH STORM SEWER
IMPROVEMENTS
6600-22-10
JCB
JMT
MAB
FEBRUARY 02, 2026
DATE
Bridges/Highways Construction Inspection
Environmental Geotechnical/Dams
Landscape Architecture Local/Regional Planning
Municipal Engineering Site Development
Surveying/Aerial Drones/GIS Water/Wastewater
ENGINEERING WITH FOCUS
DATEDESCRIPTION AUTHREV
VAN CLEEF ENGINEERING ASSOCIATES, LLC
1685 VALLEY CENTER PARKWAY, SUITE 100
BETHLEHEM, PA 18017
WEB: WWW.VANCLEEFENGINEERING.COM
PHONE (610) 332-1772
SERIAL NO. 20242633762-000
Know what's below.
Call before you dig.
PLAN NOTATION
F:
\j ob fi le \6
0-
-1
0\ D w g\
-0
8- Pa nd P
-6
0-
-1
0.
dw g G
Pa rk er
/3 0/
:1
7:
A M
STORM SEWER IMPROVEMENT PLAN - 1 OF 3
1"=20'
DELAW
ARE AVE.
1ST STREET
MAIN STREET
W
ASHING
TO
N STREET
N. DELAW
ARE DRIVE.
WEIDMAN STREET
PLAN MAPPING LOCATION
NO
RTHAM
PTO
N ST
CO
LLINS AVE STATE STREET
PA 0611
PLAN
VIEW
1 INCH = 20 FT
GRAPHIC SCALE
0 10 20 40
MAP LEGEND
AutoCAD SHX Text S
AutoCAD SHX Text
WV
AutoCAD SHX Text
CO
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
HYD.
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AutoCAD SHX Text S
AutoCAD SHX Text
WV
AutoCAD SHX Text
MB
AutoCAD SHX Text S
AutoCAD SHX Text
WV
AutoCAD SHX Text
MAC. CURB
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MAC. CURB
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PAVED DRIVE
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FRAME GARAGE
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BRICK GARAGE
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FRAME DWELLING
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FRAME DWELLING
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FRAME DWELLING
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FRAME DWELLING
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MAC. CURB
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MAC. CURB
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WALL
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POLE W/ LIGHT 73133-58916 175M
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NO OUTLET SIGN
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COLLINS AVE. SIGN
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WALL
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WALK
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DECORATIVE PUMP
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POLE W/ TRANS 73139-58923
AutoCAD SHX Text
25 MPH SIGN
AutoCAD SHX Text
NO PARKING SNOW EMERGENCY ROUTE SIGN
AutoCAD SHX Text
PAVED DRIVE
AutoCAD SHX Text
PAVED DRIVE
AutoCAD SHX Text
POLE 73150-58930
AutoCAD SHX Text
SANITARY MH RIM=395.57 INV IN=390.27 INV IN=388.27 INV OUT=388.22
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SANITARY MH RIM=393.78 (UNABLE TO OPEN AT TIME OF SURVEY)
AutoCAD SHX Text
JENNINGS ST. SIGN
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PORCH
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SANITARY MH RIM=383.00 INV IN=376.55 INV OUT=371.62
AutoCAD SHX Text
PORCH
AutoCAD SHX Text
STEPS & WALK
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DRILL HOLE FND
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GRAVEL DRIVE
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PORCH
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WALK
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WALK
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POLE W/ LIGHT 73162-58938 175M & ELEC. METER
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FRAME DWELLING
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PORCH
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BILCO DOOR
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GRAVEL DRIVE
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GRAVEL DRIVE
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GRAVEL DRIVE
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PORCH
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STEPS
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LANDSCAPING
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MAC. CURB
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HIGH ST. SIGN
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NO OUTLET SIGN
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EDGE OF PVMT.
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EDGE OF PVMT.
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SANITARY MH RIM=362.19 (UNABLE TO OPEN AT TIME OF SURVEY)
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POLE W/ TRANS 73171-58944
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NO PARKING SNOW EMERGENCY ROUTE SIGN
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STEPS
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WOODS
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EDGE OF PVMT.
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8" PVC
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8" PVC
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8" PVC
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8" PVC
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8" PVC
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LANDSCAPING
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WALL
AutoCAD SHX Text 40'
AutoCAD SHX Text 38'
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RIGHT OF WAY
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RIGHT OF WAY
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RIGHT OF WAY
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RIGHT OF WAY
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RIGHT OF WAY
AutoCAD SHX Text 38'
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RIGHT OF WAY
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RIGHT OF WAY
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RIGHT OF WAY
AutoCAD SHX Text 35'
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MATCH EXISTING CURB
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ROLLED ASPHALT CURB
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ROLLED ASPHALT CURB
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ROLLED ASPHALT CURB
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ROLLED ASPHALT CURB
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FULL DEPTH SAWCUT
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1.5" MILL & OVERLAY
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FULL DEPTH SAWCUT
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FULL DEPTH SAWCUT
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1.5" MILL & OVERLAY
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FULL DEPTH SAWCUT
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1.5" MILL & OVERLAY
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LAWN RESTORATION
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LAWN RESTORATION
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LAWN RESTORATION
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LAWN RESTORATION
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MATCHLINE A-A
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MATCHLINE A-A
AutoCAD SHX Text 03/30/26
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GSP
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BID SET
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PENNSYLVANIA
AutoCAD SHX Text 1-800-242-1776
AutoCAD SHX Text
TOLL FREE
AutoCAD SHX Text Before You Dig Anywhere
AutoCAD SHX Text PA Law requires 3 working days notice before
AutoCAD SHX Text
PA ONE CALL SYSTEM, INC.
AutoCAD SHX Text you excavate
AutoCAD SHX Text
STOP! CALL
AutoCAD SHX Text In . . .
AutoCAD SHX Text R
AutoCAD SHX Text ONLY THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, CONTAIN A DIGITAL, CONTAIN A DIGITAL, A DIGITAL, A DIGITAL, DIGITAL, DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE INK SEAL OF THE INK SEAL OF THE SEAL OF THE SEAL OF THE OF THE OF THE THE THE RESPONSIBLE PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED SHALL BE CONSIDERED SHALL BE CONSIDERED BE CONSIDERED BE CONSIDERED CONSIDERED CONSIDERED VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED PLAN HAS BEEN SPECIFICALLY PREPARED PLAN HAS BEEN SPECIFICALLY PREPARED HAS BEEN SPECIFICALLY PREPARED HAS BEEN SPECIFICALLY PREPARED BEEN SPECIFICALLY PREPARED BEEN SPECIFICALLY PREPARED SPECIFICALLY PREPARED SPECIFICALLY PREPARED PREPARED PREPARED FOR THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY HEREON. ANY HEREON. ANY ANY ANY ANY MODIFICATION, REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE DUPLICATION OR USE DUPLICATION OR USE OR USE OR USE USE USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF THE WRITTEN CONSENT OF VAN CLEEF THE WRITTEN CONSENT OF VAN CLEEF WRITTEN CONSENT OF VAN CLEEF WRITTEN CONSENT OF VAN CLEEF CONSENT OF VAN CLEEF CONSENT OF VAN CLEEF OF VAN CLEEF OF VAN CLEEF VAN CLEEF VAN CLEEF CLEEF CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. RELIANCE ON THIS PLAN FOR ANY PURPOSE ON THIS PLAN FOR ANY PURPOSE ON THIS PLAN FOR ANY PURPOSE THIS PLAN FOR ANY PURPOSE THIS PLAN FOR ANY PURPOSE PLAN FOR ANY PURPOSE PLAN FOR ANY PURPOSE FOR ANY PURPOSE FOR ANY PURPOSE ANY PURPOSE ANY PURPOSE PURPOSE PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE THAN THAT WHICH IS INTENDED SHALL BE THAN THAT WHICH IS INTENDED SHALL BE THAT WHICH IS INTENDED SHALL BE THAT WHICH IS INTENDED SHALL BE WHICH IS INTENDED SHALL BE WHICH IS INTENDED SHALL BE IS INTENDED SHALL BE IS INTENDED SHALL BE INTENDED SHALL BE INTENDED SHALL BE SHALL BE SHALL BE BE BE AT THE SOLE DISCRETION AND LIABILITY OF THE THE SOLE DISCRETION AND LIABILITY OF THE THE SOLE DISCRETION AND LIABILITY OF THE SOLE DISCRETION AND LIABILITY OF THE SOLE DISCRETION AND LIABILITY OF THE DISCRETION AND LIABILITY OF THE DISCRETION AND LIABILITY OF THE AND LIABILITY OF THE AND LIABILITY OF THE LIABILITY OF THE LIABILITY OF THE OF THE OF THE THE THE APPLICABLE PARTY.
AutoCAD SHX Text 03/30/2026
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SPCS - NAD83
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PORTLAND BOROUGH
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UPPER MOUNT BETHEL TOWNSHIP
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KNOWLTON TOWNSHIP, NEW JERSEY
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SCALE: 1"= 800'
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DELAWARE RIVER
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MILL & OVERLAY AREA
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CONTOUR LINE
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TREE LINE
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CONCRETE CURBING
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STORM SEWER PIPE
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ROADWAY CENTERLINE
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PROPERTY LINE
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RIGHT-OF-WAY LINE
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ADJACENT PROPERTY LINE
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CHAIN LINK FENCE LINE
AutoCAD SHX Text X
AutoCAD SHX Text 377.4
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PIN/CONCRETE MONUMENT
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SPOT ELEVATION
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DECIDUOUS/EVERGREEN TREE
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STREET/TRAFFIC SIGN
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SOILS BOUNDARY
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SOILS DELINEATION
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WATER VALVE
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FIRE HYDRANT
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DRAINAGE MANHOLE
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WATER LINE
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SANITARY SEWER
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DRAINAGE INLET (C-TOP/M-TOP)
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WATER SHUTOFF
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EASEMENT LINE
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BUILDING SETBACK LINE
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CONCRETE SIDEWALK
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GAS LINE
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OVERHEAD ELECTRIC
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UNDERGROUND ELECTRIC
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text O
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SANITARY MANHOLE
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GAS VALVE
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UTILITY POLE
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LIGHT POLE
AutoCAD SHX Text UbB
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
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WV
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GV
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EXIST. EASEMENT AREA
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LAWN RESTORATION AREA
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FULL DEPTH ASPHALT
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RECONSTRUCTION AREA
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GRAVEL ROAD
RESTORATION AREA
MAIN ST.
N O
RT
H
A M
PT
O
N S
T.
(U N
C O
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M
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12' W
ID
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P A
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LY
MAIN ST.
STORM CULVERT CHART
MAIN
STORM STRUCTURE CHART
MAIN
JOB NO.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
DATE:
MARK A. BAHNICK, P.E.
PENNSYLVANIA PROFESSIONAL ENGINEER LICENSE NUMBER PE-037877-E
FOR
NORTHAMPTON COUNTY, PENNSYLVANIA
PORTLAND BOROUGH
PORTLAND BOROUGH STORM SEWER
IMPROVEMENTS
6600-22-10
JCB
JMT
MAB
FEBRUARY 02, 2026
DATE
Bridges/Highways Construction Inspection
Environmental Geotechnical/Dams
Landscape Architecture Local/Regional Planning
Municipal Engineering Site Development
Surveying/Aerial Drones/GIS Water/Wastewater
ENGINEERING WITH FOCUS
DATEDESCRIPTION AUTHREV
VAN CLEEF ENGINEERING ASSOCIATES, LLC
1685 VALLEY CENTER PARKWAY, SUITE 100
BETHLEHEM, PA 18017
WEB: WWW.VANCLEEFENGINEERING.COM
PHONE (610) 332-1772
SERIAL NO. 20242633762-000
Know what's below.
Call before you dig.
PLAN NOTATION
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STORM SEWER IMPROVEMENT PLAN - 2 OF 3
1"=20'
DELAW
ARE AVE.
1ST STREET
MAIN STREET
W
ASHING
TO
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N. DELAW
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WEIDMAN STREET
PLAN MAPPING LOCATION
NO
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PTO
N ST
CO
LLINS AVE STATE STREET
PA 0611
PLAN
VIEW
1 INCH = 20 FT
GRAPHIC SCALE
0 10 20 40
MAP LEGEND
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CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
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WV
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HYD.
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WV
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WV
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AC
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CO
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CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
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MB
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MB
AutoCAD SHX Text S
AutoCAD SHX Text S
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WV
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
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MAC. CURB
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WALL
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WALL
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WALL
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WALK
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WALK
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EDGE OF PVMT.
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EDGE OF PVMT.
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CURB
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EDGE OF PVMT.
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EDGE OF PVMT.
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EDGE OF GRAVEL
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EDGE OF GRAVEL
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EDGE OF GRAVEL
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EDGE OF GRAVEL
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SANITARY MH RIM=351.26 INV IN=343.81 INV IN=343.76 INV OUT=343.71
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EDGE OF PVMT.
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EDGE OF PVMT.
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WALK
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WALK
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EDGE OF GRAVEL
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EDGE OF GRAVEL
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SANITARY MH RIM=361.46 INV IN=352.69 INV OUT=345.08
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WALK
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EDGE OF PVMT.
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EDGE OF PVMT.
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8" PVC
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8" PVC
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8" PVC
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WALL
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GRAVEL
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GRAVEL
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10' PERMANENT EASEMENT DBK 228 PG 87
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CONDEMNATION OF A RIGHT OF WAY EASEMENT DBK 2006-1 PG 59144 (SANITARY)
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CONDEMNATION OF A RIGHT OF WAY EASEMENT DBK 2006-1 PG 57677 (20' SANITARY)
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10' PERMANENT EASEMENT DBK 228 PG 87
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RIGHT OF WAY
AutoCAD SHX Text 35'
AutoCAD SHX Text
RIGHT OF WAY
AutoCAD SHX Text 35'
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RIGHT OF WAY
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RIGHT OF WAY
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LOT 9-PR. 30' STORM SEWER EASEMENT (2,011 SF OR 0.046 AC)
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LOT 11-PR. 30' STORM SEWER EASEMENT (3,410 SF OR 0.078 AC)
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LOT 12-PR. 30' STORM SEWER EASEMENT (3,389 SF OR 0.078 AC)
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LOT 13-PR. 30' STORM SEWER EASEMENT (899 SF OR 0.021 AC)
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ROLLED ASPHALT CURB
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DEPRESSED CONCRETE ASPHALT CURB
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4' CONCRETE SIDEWALK
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2 FOOT TAPER ROLLED ASPHALT CURB
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END ROLLED ASPHALT CURB
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MATCH CURB & SIDEWALK TO TRANSITION SLAB ELEVATION
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FULL DEPTH SAWCUT
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1.5" MILL & OVERLAY
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FULL DEPTH SAWCUT
AutoCAD SHX Text
1.5" MILL & OVERLAY
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LAWN RESTORATION
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LAWN RESTORATION
AutoCAD SHX Text
LAWN RESTORATION
AutoCAD SHX Text
GRAVEL ROAD RESTORATION
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MATCHLINE B-B
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MATCHLINE B-B
AutoCAD SHX Text
MATCHLINE A-A
AutoCAD SHX Text
MATCHLINE A-A
AutoCAD SHX Text 03/30/26
AutoCAD SHX Text
GSP
AutoCAD SHX Text
AutoCAD SHX Text
BID SET
AutoCAD SHX Text
PENNSYLVANIA
AutoCAD SHX Text 1-800-242-1776
AutoCAD SHX Text
TOLL FREE
AutoCAD SHX Text Before You Dig Anywhere
AutoCAD SHX Text PA Law requires 3 working days notice before
AutoCAD SHX Text
PA ONE CALL SYSTEM, INC.
AutoCAD SHX Text you excavate
AutoCAD SHX Text
STOP! CALL
AutoCAD SHX Text In . . .
AutoCAD SHX Text R
AutoCAD SHX Text ONLY THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, CONTAIN A DIGITAL, CONTAIN A DIGITAL, A DIGITAL, A DIGITAL, DIGITAL, DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE INK SEAL OF THE INK SEAL OF THE SEAL OF THE SEAL OF THE OF THE OF THE THE THE RESPONSIBLE PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED SHALL BE CONSIDERED SHALL BE CONSIDERED BE CONSIDERED BE CONSIDERED CONSIDERED CONSIDERED VALID.
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