8-08. Project Plans (11 Sheets).pdf

PDF 11 MB Posted Nov 2, 2026

Attached to: N. Cannon Avenue & Poplar Street Sanitary Sewer Rehabilitation
Solicitation number: US.260442
Issued by: Pennsylvania

About this file

Written by GovTribe AI · Nov 9, 2026

Project Plans Summary

This document comprises 11 sheets of project plans for the Borough of Lansdale's N. Cannon Avenue & Poplar Street Sanitary Sewer Rehabilitation project in Montgomery County, Pennsylvania, prepared by Remington & Vernick Engineers. The project involves sanitary sewer infrastructure improvements along two separate areas within the borough, with a Base Bid scope for N. Cannon Avenue and an Alternate Bid #1 scope for Poplar Street. The Base Bid work includes open-cut replacement and cured-in-place pipe (CIPP) lining of sanitary sewer mains ranging from 8 to 15 inches in diameter, replacement of existing sanitary sewer laterals with 6-inch SDR-26 PVC laterals, manhole frame and cover replacements, multi-layer corrosion protection lining systems for existing manholes, new cleanouts for all new PVC laterals, inlet top replacements, concrete curb and sidewalk restorations, and permanent pavement restorations. The plans specify quantities for various work items including liner footage for multiple pipe sizes, new PVC main installation (264 linear feet of 10-inch SDR-26 PVC), manhole lining volumes measured in square feet, lateral replacements, and concrete restoration in linear feet and square yards. Alternate Bid #1 for Poplar Street includes similar sanitary sewer rehabilitation work with additional electrical conduit trenching components and multi-layer corrosion protection systems for additional manholes.

The project is funded through the Pennsylvania Infrastructure Investment Authority (PENNVEST) Funding Program. Key contract notes require contractors to submit construction notifications through the Pennsylvania One-Call System not less than three nor more than ten business days before beginning excavation or demolition work, in compliance with Pennsylvania Act 287 of 1974. All work must follow PennDOT standards and specifications, including Publications 35, 408/2020, 72M/2010, 111, and 213. The contractor is responsible for all costs associated with equipment, labor, materials, flagging, temporary traffic control, ground water infiltration management, dewatering, pavement restoration, erosion and sediment control measures, site safety, and final cleanup. Contractors must provide a pre-construction video of the project area and coordinate with other prime contractors if applicable. No separate payment will be made for sawcutting, steel tree root protection plates, removal and reinstallation of existing signage, or excavation of rock; these costs must be included in unit price bids for various line items.

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Other files

File	Type	Posted
6-01. Signed Cover Sheet.pdf	PDF	Nov 2, 2026
7-05. Wage Rate Determination.pdf	PDF	Nov 2, 2026
3-07. Technical Specifications.pdf	PDF	Nov 2, 2026
9-09. Poplar Street Easement Plan.pdf	PDF	Nov 2, 2026
5-03. Proposal Section.pdf	PDF	Nov 2, 2026
4-02. Notice to Bidders.pdf	PDF	Nov 2, 2026
2-04. Information for Bidders.pdf	PDF	Nov 2, 2026
1-06. General Conditions.pdf	PDF	Nov 2, 2026

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ALTERNATE #1

PROJECT AREA

BASE BID

PROJECT AREA

PROJECT LOCATION MAP

PA ONE - CALL SYSTEM

-8

-2

-1

P E

YLS N

V A

EB FO

C LA L

STE

M I

C N

SERIAL #20262852773

BOROUGH OF LANSDALE

MONTGOMERY COUNTY, PENNSYLVANIA

NOVEMBER 2026

LANSDALE BOROUGH

GREG RAPP

649 W NINTH STREET

LANSDALE PA, 19446

LIST OF UTILITIES AND

EMERGENCY CONTACT INFORMATION

PUBLIC

WORKS:

WATER:

SEWER:

FIRE

DEPARTMENT:

POLICE

DEPARTMENT:

ELECTRIC/

GAS:

CABLE:

TELEPHONE:

NORTH PENN WATER AUTHORITY

STEVE FRETZ

300 FORTY FOOT ROAD

LANSDALE, PA 19446

SFRETZ@NPWA.ORG

LANSDALE BOROUGH PUBLIC WORKS DEPARTMENT

656 W 9TH STREET

LANSDALE, PA 19446

215-361-8372

FAIRMONT FIRE CO.

100 VINE STREET

LANSDALE , PA 19446

215-368-1555

LANSDALE BOROUGH POLICE DEPARTMENT

1 VINE STREET

LANSDALE, PA 19446

215-368-1801

PECO ENERGY C/O USIC

NIKKIA SIMPKINS

450 S HENDERSON ROAD SUITE B

KING OF PRUSSA, PA 19406

NIKKIASIMPKINS@USICLLC.COM

COMCAST CABLEVISION

TOM DEMSEY

1 APOLLO ROAD

PLYMOUTH MEETING, PA 19462

VERIZON PENNSYLVANIA LLC

LAURA LIPPINCOTT

1050 VIRGINIA DRIVE

FORT WASHINGTON, PA 19034

LAURA.M.LIPPINCOTT@ONE.VERIZON.COM

LANSDALE BOROUGH ELECTRIC

ANDREW KRAUSS

649 W NINTH STREET

LANSDALE PA, 19446

AKRAUSS@LANSDALE.ORG

ELECTRIC

N. CANNON AVENUE & POPLAR STREET

SANITARY SEWER REHABILITATION

PENNVEST

FUNDING SOURCE:

SHEET No. :

CHECKED BY :DRAWN BY : DESIGN BY :

JOB No. :

DATE :

SCALE :

N o.

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E

CHRISTOPHER J. FAZIO

DATE:

REMINGTON

& VERNICK

ENGINEERS

(610) 940-1050, FAX (610) 940-1161

Croton Road Corporate Center 555 Croton Road, Suite 401 King of Prussia, PA 19406

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

JMB TW CJF

of 11-2026

PA460543T007

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SHEET INDEX

SHEETS DESCRIPTION

1 TITLE

2 LEGEND

3 GENERAL NOTES & QUANTITIES

4 BASE BID - SANITARY SEWER - CANNON AVENUE - 1

5 BASE BID - SANITARY SEWER - CANNON AVENUE - 2

6 ALTERNATE BID #1 - SANITARY SEWER - POPLAR STREET - 1

7 ALTERNATE BID #1 - SANITARY SEWER - POPLAR STREET - 2

8 ALTERNATE BID #1 - SANITARY SEWER - POPLAR STREET - 3

9 CONSTRUCTION DETAILS - 1

10 CONSTRUCTION DETAILS - 2

11 TRAFFIC CONTROL DETAILS

10/28/2026

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NAD-1983

AutoCAD SHX Text excavators who are about to : Dig, Blast, Auger, Bore, Grade, AutoCAD SHX Text Pennsylvania Act 187 (1996) requires 3 working days notice from

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AutoCAD SHX Text It is the responsibility of the contractor to

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AutoCAD SHX Text Dial 811 OR 1-800-242-1776

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CHRISTOPHER

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JOSEPH

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FAZIO

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REGISTERED

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PROFESSIONAL

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ENGINEER

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PE-0055338-E

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IRRIGATION PIPE

WATER SERVICE

COMMUNICATIONS SERVICE

TELEPHONE SERVICE

FIBER OPTIC SERVICE

ELECTRIC SERVICE

SANITARY SEWER PIPE $12"

SANITARY SEWER PIPE [12"

GAS SERVICE

STORM SEWER PIPE $12"

STORM SEWER PIPE [12"

SANITARY FORCE MAIN PIPE

OVERHEAD WIRE

WATER SHUT-OFF

WATER METER

WATER VALVE

WATER HYDRANT

WELL

YARD HYDRANT

METER PIT

GAS SHUT-OFF

GAS METER

GAS VALVE

GAS LINE MARKER

CLEANOUT

SEWER VENT

IRRIGATION CONTROL VALVE

IRRIGATION BOX

IRRIGATION CONTROL BOX

SPRINKLER HEAD

COMMUNICATIONS PEDESTAL

COMMUNICATIONS LINE MARKER

TELEPHONE PEDESTAL

TELEPHONE LINE MARKER

ELEC. BOX

ELEC. METER

ELEC. TRANSFORMER PAD

ELEC. VAULT

ELEC. LINE MARKER

MANHOLES

UTILITY POLE

GUY ANCHOR

ELEC. OUTLET

INLET TYPE M

INLET TYPE C

INLET TYPE DOUBLE M

AREA DRAIN

LIGHTS

CONCRETE MONUMENT

PK / MAG NAIL / DRILL HOLE / SPIKE

STAKE

HUB

PIN W/ CAP

IRON PIPE

CROSS CUT

DRILL HOLE W/ WINGS

DISK

STONE

REBAR

BASELINE

CENTERLINE

EASEMENT

RIGHT-OF-WAY

BORING LOCATION

MONITORING WELL LOCATION

TEST PIT LOCATION

FRESHWATER WETLAND FLAG

FRESHWATER WETLAND LINE

EDGE OF WATER

STREAM CENTERLINE

DECIDUOUS TREE

SHRUBS / BUSH

EVERGREENS

STUMP

WOODS / TREE LINE

CROWS FOOT

IRON PIN

PROPERTY BOUNDARY

RAILROAD TRACKS

ADJACENT PROPERTY BOUNDARY

STATE BOUNDARY

MUNICIPAL / COUNTY BOUNDARY

FRESHWATER WETLAND BUFFER

WIRE FENCE

SPLIT RAIL FENCE

WOOD / VINYL FENCE

CHAIN-LINK FENCE

TOP OF BANK / DITCH

BOTTOM OF BANK / DITCH

FLOW LINE / SWALE

CONTOUR (MAJOR)

CONTOUR (MINOR)

TIME OF CONCENTRATION

ROADWAY GRADE

DRAINAGE FLOW

EDGE OF PAVEMENT

CURB

PAVEMENT / CONC. / SIDEWALK

LIMIT OF EXCAVATION

GUIDE RAIL

BOLLARD

MAILBOX

SIGNS

FLAG POLE

BENCH

PILE

TRAFFIC CONTROL BOX

TRAFFIC LIGHT

DEPT. OF TRANSPORTATION MANHOLE

STATE HIGHWAY DEPARTMENT

TYPICAL NORTH ARROW

BENCHMARK LOCATION

DETECTABLE WARNING SURFACE

TYPICAL STRIPING

ADA STRIPING

CALL BOX

OIL FILL

UNDERGROUND STORAGE TANK LID

RISER PIPE

UNKNOWN VALVE

VENT

VENT PIPE

SPOT GRADE

AERIAL TARGET

RAILROAD CROSSING BEACON

RAISED PAVEMENT MARKER

GRASS/SOD

APR. APRON EL. ELEVATION PERF. PERFORATED SWL SINGLE WHITE LINE

ASB ASBESTOS CEMENT PIPE EX. EXISTING PC POINT OF CURVATURE SYL SINGLE YELLOW LINE

AFF ABOVE FINISHED FLOOR FFE FINISH FLOOR ELEVATION PI POINT OF INFLECTION TBA TO BE ABANDONED

ASB ASBESTOS FT FEET PT POINT OF TANGENCY TBR TO BE REMOVED

AL ALUMINUM E.B.,W.B,

N.B.,S.B.

EASTBOUND, WESTBOUND,

NORTHBOUND, SOUTHBOUND PSI POUNDS PER SQUARE INCH TC TOP OF CURB

BL BASELINE GL GUTTER LINE PK PARKER KAYLON MASONRY NAIL TEL TELEPHONE

BM BENCH MARK GR GRATE PROP. PROPOSED TEMP. TEMPORARY

BIT. BITUMINOUS GALV. GALVANIZED PVC POLYVINYL CHLORIDE PIPE TYP. TYPICAL

BLDG. BUILDING HW HEADWALL PVC POINT OF VERTICAL

CURVATURE UD UNDERDRAIN

BGS BELOW GROUND SURFACE HDPE HIGH DENSITY POLYETHYLENE PIPE PVI POINT OF VERTICAL

INTERSECTION UP UTILITY POLE

CL CENTERLINE INV. INVERT PVT POINT OF VERTICAL TANGENCY V VOLTS

CIP CAST IRON PIPE IP IRON PIN R RADIUS VAR. VARIES

CONC. CONCRETE IN INCHES RCP REINFORCED CONCRETE PIPE WM WATER METER

CMP CORRUGATED METAL PIPE JB JUNCTION BOX RMC RIGID METALLIC CONDUIT

CULV. CULVERT LSA LANDSCAPED AREA R.O.W. RIGHT OF WAY

CS CARBON STEEL LF LINEAR FEET R.R. RAILROAD

CF CUBIC FEET LST LANDSCAPE TIE RTE. ROUTE

CY CUBIC YARDS LOM LIMIT OF MILLING SAN. SANITARY

CMU CONCRETE MASONRY UNIT LOP LIMIT OF PAVING SS STAINLESS STEEL

D.C. DEPRESSED CURB MB MAILBOX SWK. SIDEWALK

DH DRILL HOLE MAX. MAXIMUM SHD STATE HIGHWAY DEPARTMENT

DIA. DIAMETER MIN. MINIMUM SHLD. SHOULDER

DIP DUCTILE IRON PIPE MH MANHOLE STY. STORY

DWY DRIVEWAY NO. NUMBER STA. STATION

DYL DOUBLE YELLOW LINE N.T.S. NOT TO SCALE

P PIPE

HEADWALL W/ WINGS

HEADWALL

SHEET No. :

CHECKED BY :DRAWN BY : DESIGN BY :

JOB No. :

DATE :

SCALE :

N o.

C H

K R

\S ha re d\ 1_

Pr oj ec ts

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E

CHRISTOPHER J. FAZIO

DATE:

REMINGTON

& VERNICK

ENGINEERS

(610) 940-1050, FAX (610) 940-1161

Croton Road Corporate Center 555 Croton Road, Suite 401 King of Prussia, PA 19406

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

JMB TW CJF

of 11-2026

PA460543T007

AS NOTED

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G H

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G H

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O N

Y C

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10/28/2026

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UTILITIES

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SANITARY

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DRAWING NOMENCLATURE REPRESENTATION

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1 UNIT SAN. MH #1210 STA.24+03 RIM=61.00 INV.=50.50(W) INV.=50.40(E)

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SAN. MH. RIM=61.00 INV.=50.50(W) INV.=50.40(E)

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12" PVC

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24" PVC

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100 LF

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CHRISTOPHER

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N O

EXISTING CONDITIONS & SURVEY NOTES

1. THE HORIZONTAL DATUM IS BASED ON THE PENNSYLVANIA STATE PLAN COORDINATE SYSTEM (NAD-1983 / 2011 ADJ.) AND THE VERTICAL DATUM IS BASED ON NAVD-1988 / GEOID 2018 (ADD 0.93 FEET TO THESE ELEVATIONS TO CONVERT TO NGVD-1929

DATUM).

2. EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON & VERNICK ENGINEERS UNDER THE SUPERVISION OF BRIAN T. YORKIEWICZ, PA. P.L.S. NO. SU-075193. THE SURVEY WORK WAS COMPLETED ON DECEMBER 29, 2021 & JUNE 26, 2023.

3. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ON THESE PLANS ARE AS PER THE CURRENT PARCEL MAPS & TAX ASSESSMENT RECORDS OF THE COUNTY OF MONTGOMERY, COMMONWEALTH OF PENNSYLVANIA. ADJOINED PROPERTY LINES AND

RIGHT-OF-WAYS ARE SHOWN FOR INFORMATION ONLY AND HAVE NOT BEEN FIELD VERIFIED.

4. A DESIGN REQUEST FOR UNDERGROUND UTILITY OR STRUCTURE INFORMATION HAS BEEN SUBMITTED THROUGH THE PA ONE CALL SYSTEM FOR THIS PROJECT. THE DESIGN REQUEST SERIAL NUMBER FOR THIS PROJECT IS 20262852773.

5. THIS PLAN AND SURVEY DOES NOT CERTIFY THE LOCATION, BOTH HORIZONTAL AND VERTICAL, OF ANY UNDERGROUND UTILITY OR

STRUCTURE THAT WAS NOT EXPOSED FOR DIRECT MEASUREMENT.

6. BASELINES HAVE BEEN PROVIDED ON THE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE BASELINE AS

SHOWN ON THE PLANS.

7. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD. ANY ERRORS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

EROSION & SEDIMENT CONTROL (E&S) NOTES

1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL TEMPORARY E&S BEST MANAGEMENT PRACTICES (BMPS) DURING THE CONSTRUCTION. TEMPORARY E&S BMPS SHALL INCLUDE ANY DEPICTED ON THE PLANS AND THE FOLLOWING:

a. STORM INLET PROTECTION. INLET FILTER BAGS SHALL BE INSTALLED IN EACH EXISTING AND PROPOSED STORM INLET

RECEIVING RUNOFF FROM THE PROJECT AREA.

b. SEDIMENT BARRIERS. COMPOST FILTER SOCK, SILT FENCE OR OTHER SUITABLE BARRIERS SHALL BE INSTALLED ON LEVEL GRADE

DOWNSTREAM FROM DISTURBED AREAS AND STOCKPILES.

c. CONCRETE WASHOUT. FOR ANY PROJECT WHERE CONCRETE WILL BE POURED ON SITE, A SUITABLE WASHOUT FACILITY MUST

BE PROVIDED.

d. PUMPED WATER FILTER BAG. A PUMPED WATER FILTER BAG SHALL BE USED TO FILTER WATER PUMPED FROM EXCAVATED AREAS (DEWATERING), SEDIMENT STORAGE AREAS OF SEDIMENT BASINS AND SEDIMENT TRAPS.

2. E&S BMPS SHALL BE INSPECTED AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS OR MODIFICATIONS

OF THOSE INSTALLED WILL BE REQUIRED.

3. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY E&S BMPS. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST

ACCELERATED EROSION.

DEMOLITION NOTES

1. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL INSTALL E&S BMPS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, TRANSPORTATION, AND PROPER DISPOSAL OF ALL DEMOLISHED

MATERIALS. DEMOLISHED MATERIALS MUST BE MOVED OFFSITE TO AN APPROVED FACILITY.

3. THE CONTRACTOR SHALL PERFORM DEMOLITION WORK AS NECESSARY TO FACILITATE THE PROPOSED WORK, INCLUDING ANY

DEMOLITION WORK NOT SPECIFICALLY INDICATED ON THE PLANS.

4. ALL TREES DESIGNATED FOR REMOVAL SHALL BE MARKED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER PRIOR TO

REMOVAL.

5. TREE REMOVAL SHALL INCLUDE REMOVAL OF THE EXISTING TREE ALONG WITH COMPLETE STUMP REMOVAL TO A DEPTH OF ONE FOOT (1') BELOW EXISTING GRADE, PROPOSED GRADE, OR PROPOSED FEATURES, WHICHEVER IS LOWER.

GENERAL CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR AND MATERIALS, INCLUDING FLAGGERS, FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) DURING THE PROJECT IN ACCORDANCE WITH THE PROJECT PLANS AND PENNDOT PUBLICATION 213

“TEMPORARY TRAFFIC CONTROL GUIDELINES”.

2. EACH CONTRACTOR AND SUBCONTRACTOR PERFORMING EXCAVATION OR DEMOLITION WORK FOR THIS PROJECT IS REQUIRED TO SUBMIT A CONSTRUCTION NOTIFICATION THROUGH THE PA ONE CALL SYSTEM NOT LESS THAN THREE (3) NOR MORE THAN TEN (10) BUSINESS DAYS IN ADVANCE OF BEGINNING EXCAVATION OR DEMOLITION WORK. EACH CONTRACTOR AND SUBCONTRACTOR ARE REQUIRED TO COMPLY WITH ALL PROVISIONS OF THE UNDERGROUND UTILITY LINE PROTECTION LAW (PA ACT 287 OF 1974, AS

AMMENDED).

3. THE CONTRACTOR SHALL ANTICIPATE ENCOUNTERING GROUND WATER INFILTRATION INTO EXCAVATED AREAS DURING CONSTRUCTION. ALL COSTS ASSOCIATED WITH SIZING AND PROVIDING TEMPORARY BYPASS PUMPING AND/OR DEWATERING

SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE PROPOSAL.

4. ALL FILL SHALL BE PLACED IN EIGHT INCH (8”) LAYERS AND THOROUGHLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. IF

BORROW FILL IS REQUIRED, IT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER.

5. THE CONTRACTOR SHALL EXERCISE PARTICULAR CARE WHEN CONSTRUCTING OR RESURFACING PAVEMENT, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE FLOWING STORMWATER. ANY AREAS WHERE WATER IS IMPOUNDED

SHALL BE CORRECTED BY THE CONTRACTOR AT NO COST TO THE OWNER.

6. ALL PEDESTRIAN ACCESS TO SIDEWALKS AND STREETS, INCLUDING CROSSWALKS, CURB RAMPS, STREET FURNISHINGS, PEDESTRIAN SIGNALS, PARKING AND OTHER COMPONENTS OF PEDESTRIAN ACCESS PROPOSED IN BUILDINGS, SITES OR THE RIGHT-OF-WAY ARE TO BE IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT (ADA) & ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES AND THE CURRENT PUBLIC RIGHTS-OF-WAY GUIDELINES PROPOSED BY THE ARCHITECTURAL AND TRANSPORTATION

BARRIERS COMPLIANCE BOARD (ACCESS BOARD).

7. ALL PLANTING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATIONS FOR ALL PLANTINGS SHALL BE MARKED BY

THE CONTRACTOR AND VERIFIED BY THE ENGINEER PRIOR TO PLANTING.

8. ALL CONSTRUCTION SPECIFICATIONS AND DETAILS NOT SHOWN SHALL BE IN ACCORDANCE WITH PENNDOT STANDARDS AS

DETAILED IN THE LATEST REVISIONS OF THE FOLLOWING:

a. PUBLICATION 35 (BULLETIN 15) “QUALIFIED PRODUCTS LIST FOR CONSTRUCTION”;

b. PUBLICATION 408/2020 ”SPECIFICATIONS”;

c. PUBLICATION 72M/2010 “STANDARDS FOR ROADWAY CONSTRUCTION”;

d. PUBLICATION 111 “TRAFFIC CONTROL - PAVEMENT MARKINGS AND SIGNING STANDARDS”;

e. PUBLICATION 213 “TEMPORARY TRAFFIC CONTROL GUIDELINES”.

INCLUDING ALL APPLICABLE BASELINE DOCUMENT CHANGES AND APPENDICES. THESE CONSTRUCTION SPECIFICATIONS AND DETAILS

MAY BE PURCHASED THROUGH THE PENNDOT SALES STORE AT:

P.O BOX 2028

HARRISBURG, PA 17105-2028

(TELEPHONE: 1-717-787-6746)

UTILITY NOTES

1. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND MUST BE VERIFIED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION.

2. UNLESS NOTED OTHERWISE, THE APPROXIMATE DEPTH OF ALL EXISTING WATER MAIN IS ± 4 FEET.

3. UNLESS NOTED OTHERWISE, APPROXIMATE DEPTH OF ALL EXISTING GAS MAIN IS ± 3 FEET.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF THE UNDERGROUND AND SURFACE UTILITIES AND STRUCTURES AT OR ADJACENT TO THE SITE OF CONSTRUCTION AND IT SHALL BE AT THEIR OWN EXPENSE TO REPAIR OR

REPLACE ANYTHING THAT THEY DAMAGE.

5. EXISTING SANITARY SEWER MAINS & LATERALS SHOWN MAY NOT BE ACCURATE DUE TO INCOMPLETE UTILITY INFORMATION.

CONTRACTOR IS RESPONSIBLE FOR LOCATING, CLEANING, JETTING, AND VACUUMING ALL EXISTING SANITARY SEWER LINES, INLET AND MANHOLE STRUCTURES. EXISTING CLEANOUTS AND SERVICE LATERALS SHALL BE REPLACED AS DIRECTED BY THE ENGINEER.

CONTRACTOR SHALL PREPARE SUBMITTAL UPON PROPER FIELD LOCATION AND INVERT VERIFICATION SHOWING REVISED SEWER

LAYOUT IF APPLICABLE.

6. THE LIMIT OF DISTURBANCE FOR ANY UTILITY TRENCH WITHIN AN EXISTING ASPHALT ROADWAY SHALL BE LIMITED TO THE OUTSIDE

DIAMETER OF THE UTILITY PLUS TWO FEET (O.D. + 2').

7. THE LAY DOWN AREA FOR THE EXCAVATED MATERIAL SHALL BE IMMEDIATELY ADJACENT TO THE UTILITY TRENCH AND SHALL BE

ISOLATED TO THE EXISTING ASPHALT ROADWAY SURFACE.

8. THE CONTRACTOR SHALL USE PENNDOT NO. 2A COARSE AGGREGATE FOR BACKFILL BENEATH ANY STRUCTURES OR PAVEMENT

AREAS, INCLUDING GRAVEL SURFACES.

9. THE CONTRACTOR MAY USE EXCAVATED MATERIALS FOR BACKFILL IN UNPAVED AREAS, UNLESS OTHERWISE DIRECTED BY THE

ENGINEER.

10. FOR ALL NEW WATER MAINS, THE MINIMUM PIPE COVER SHALL BE THREE AND A HALF FEET (3.5').

11. FOR ALL WATER MAIN CROSSINGS OF SANITARY MAINS, THE MINIMUM VERTICAL CLEARANCE SHALL BE ONE AND A HALF FEET (1.5').

12. FOR ALL UTILITY CROSSINGS, THE MINIMUM UNSUPPORTED VERTICAL CLEARANCE SHALL BE ONE AND A HALF FEET (1.5'). UTILITY CROSSINGS WITH MINIMUM VERTICAL CLEARANCES LESS THAN 1.5' REQUIRE ADEQUATE SUPPORT AND APPROVAL OF THE

ENGINEER.

13. ALL UTILITY CROSSINGS/OFFSETS SHALL INCLUDE COMPACTED STABILIZATION MATERIAL FOR FULL LENGTH OF CROSSING.

CONCRETE NOTES

1. UNLESS OTHERWISE NOTED, ALL CONCRETE SIDEWALK SHALL BE FIVE FEET (5') WIDE.

2. UNLESS OTHERWISE NOTED, ALL CONCRETE CURB RADII SHALL BE FIVE FEET (5').

3. EXPANSION JOINTS (A.K.A. ISOLATION JOINTS) SHALL BE INSTALLED IN CONCRETE CURB AND SIDEWALK AREAS EVERY FORTY FEET (40') OR WHEREVER CONCRETE CURB OR SIDEWALK AREAS ADJOIN STRUCTURES (E.G. CURBS, BUILDINGS, UTILITY POLES, EXISTING

SIDEWALKS, ETC.).

4. SEPARATE PAYMENT WILL NOT BE MADE FOR PROVIDING EXPANSION JOINT MATERIAL FOR ALL CONCRETE WORK, BUT THE COST

SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE PROPOSAL.

5. CONTRACTION JOINTS (A.K.A. CONTROL JOINTS) SHALL BE INSTALLED IN ALL CONCRETE CURB EVERY TEN FEET (10') AND IN SIDEWALK AREAS EVERY EIGHT FEET (8') OR THE WIDTH OF THE SIDEWALK, WHICHEVER IS LESS, EACH WAY. CONTRACTION JOINTS SHALL BE SAWCUT OR HAND GROOVED INTO CONCRETE WITHIN 12 HOURS OF THE CONCRETE HARDENING.

6. REINFORCEMENT SHALL BE SECURED IN THE PROPER LOCATION IN THE FORMS WITH TIE WIRE OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. STEEL REINFORCEMENT IN CONCRETE SHALL HAVE A MINIMUM COVER OF THREE INCHES (3”) WHEN CAST AGAINST THE EARTH AND TWO INCHES (2”) WHEN CAST IN REMOVABLE FORMS AND EXPOSED TO

THE EARTH OR WEATHER.

7. NO ADDITIONAL WATER SHALL BE ADDED TO CONCRETE.

8. ON FORMED CONCRETE SURFACES, THE CONTRACTOR SHALL CURE FINISHED CONCRETE BY APPLYING TWO (2) COATS OF A WHITE PIGMENTED CURING COMPOUND (ASTM C 309, TYPE 2). THE FIRST COAT SHALL BE APPLIED IMMEDIATLY AFTER STRIPPING THE FORMS. THE SECOND COAT SHALL BE APPLIED IMMEDIATELY AFTER THE FIRST COAT HAS SET.

9. COLD WEATHER CONCRETE. IN ACCORDANCE WITH ACI 306R-16, THE CONTRACTOR SHALL PROVIDE ADDITIONAL PROTECTION

WHEN PLACING CONCRETE DURING COLD WEATHER, DEFINED AS 40°F OR BELOW:

a. THE CONTRACTOR SHALL ARANGE FOR COLD WEATHER CONCRETE EQUIPMENT AND MATERIALS SUCH AS TARPING OR

BLANKETS TO BE AT THE PROJECT SITE BEFORE COLD WEATHER IS LIKELY TO OCCUR.

b. FROZEN SUBGRADE MUST BE THAWED PRIOR TO THE PLACEMENT OF CONCRETE.

c. CURE AND PROTECT CONCRETE AGAINST DAMAGE FROM FREEZING FOR A MINIMUM PERIOD OF THREE (3) DAYS, UNLESS OTHERWISE SPECIFIED. THE PROTECTION PERIOD MAY BE REDUCED TO TWO (2) DAYS IF ONE OR MORE OF THE FOLLOWING ARE IMPLEMENTED: (1) TYPE 3 PORTLAND CEMENT MEETING REQUIREMENTS OF ASTM C 150; (2) A STRENGTH ACCELERATING ADMIXTURE MEETING THE REQUIREMENTS OF ASTM C 494; OR (3) 100 LB/CY OF ADDITIONAL CEMENT.

PAVEMENT NOTES

1. AT THE END OF EACH WORKDAY, THE CONTRACTOR SHALL BACKFILL ANY EXCAVATED AREAS WITHIN ROADWAYS, INSTALL TEMPORARY PAVEMENT RESTORATIONS AND REOPEN ROADWAYS FOR VEHICLE TRAFFIC. THE USE OF COLD PATCH MATERIAL OR STEEL PLATES ON LOCAL STREETS REQUIRES PRIOR AUTHORIZATION BY THE ENGINEER AND IS PROHIBITED ON STATE HIGHWAYS.

2. THE CONTRACTOR SHALL INVENTORY ALL EXISTING PAVEMENT STRIPING AND MARKINGS PRIOR TO MILLING.

3. THE CONTRACTOR SHALL REMOVE ANY TEMPORARY PAVEMENT RESTORATIONS AND INSTALL PERMANENT PAVEMENT RESTORATIONS FOR ALL EXCAVATED AREAS PRIOR TO BEGINNING SAWCUTTING OR MILLING FOR PAVEMENT RESURFACING WORK.

4. THE CONTRACTOR SHALL VERIFY THE LIMITS OF PAVEMENT RESURFACING OR RECONSTRUCTION WORK WITH THE ENGINEER PRIOR

BEGINNING TO ASSOCIATED SAWCUTTING OR MILLING.

5. THE CONTRACTOR SHALL SAWCUT CLEAN JOINTS THROUGH EXISTING ASPHALT PAVEMENT TO FACILIATE NEW BUTT JOINTS. THE CONTRACTOR SHALL MILL AN EIGHTEEN INCHES (18”) WIDTH OF THE EXISTING PAVEMENT BEYOND THE JOINT TO PROVIDE AN

OVERLAP OF NEW SURFACE COURSE ASPHALT PAVEMENT OVER EXISTING ASPHALT PAVEMENT.

6. AFTER MILLING ASPHALT PAVEMENT SURFACES, THE CONTRACTOR SHALL PROVIDE A FULLY LOADED TRI-AXLE DUMP TRUCK AND PERFORM A PROOF ROLL OF MILLED SURFACES WITH THE ENGINEER TO DETERMINE AREAS FOR BASE REPAIR. BASE REPAIRS SHALL

BE PERFORMED PRIOR TO INSTALLING SCRATCH, LEVELING OR WEARING COURSES.

7. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLES, UTILITY COVERS AND VALVE BOXES TO AN ELEVATION FIVE-EIGHTHS OF

AN INCH (5/8”) BELOW THE PROPOSED PAVEMENT SURFACE.

8. THE CONTRACTOR SHALL PAINT EXISTING VERTICAL SURFACES OF CURBS, STRUCTURES, GUTTERS, AND PAVEMENTS THAT WILL BE IN CONTACT WITH ASPHALT MIXTURES WITH A UNIFORM COATING OF EITHER EMULSIFIED ASPHALT, CONSISTING OF PENNDOT MATERIAL CLASS TACK OR HOT ASPHALT BINDER OF THE CLASS AND TYPE AS SPECIFIED IN SECTION 460 OF PENNDOT PUBLICATION 408.

CONTRACT NOTES

1. THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO OF THE PROJECT AREA BEFORE BEGINNING ANY CONSTRUCTION

ACTIVITIES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING CONCRETE CURB AND SIDEWALK AREAS NOT SHOWN TO BE REMOVED OR REPLACED. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLETE REMOVAL AND REPLACEMENT OF ANY DAMAGED CURB OR SIDEWALK NOT DOCUMENTED PRIOR TO THE START OF CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

3. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH OTHER PRIME CONTRACTORS FOR THIS PROJECT, IF APPLICABLE. IN ADDITION, THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH PRIME CONTRACTORS ON OTHER PROJECTS UNDER CONSTRUCTION NEAR THE PROJECT AREA. ANY COORDINATION ISSUES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. THERE WILL NOT BE ANY SEPARATE PAYMENT FOR THIS COORDINATION, BUT THE COST SHOULD BE INCLUDED IN

THE VARIOUS ITEMS OF THE PROPOSAL.

4. RECONSTRUCTION OF EXISTING MANHOLES AND INLETS, INCLUDING CONCRETE CAPS AND OTHER NECESSARY MODIFICATIONS TO ACCOMMODATE NEW INLET CONSTRUCTION, SHALL BE INCLUDED IN THE UNIT PRICE BID FOR INLETS AND MANHOLES OF THE

VARIOUS KINDS.

5. SEPARATE PAYMENT WILL NOT BE MADE FOR SAWCUTTING OF ANY KIND, BUT THE COST SHALL BE INCLUDED IN THE VARIOUS ITEMS

OF THE PROPOSAL.

6. SEPARATE PAYMENT WILL NOT BE MADE FOR STEEL TREE ROOT PROTECTION PLATES, BUT THE COST SHALL BE INCLUDED IN THE

VARIOUS ITEMS OF THE PROPOSAL.

7. SEPARATE PAYMENT WILL NOT BE MADE FOR THE REMOVAL, TEMPORARY STORAGE AND REINSTALLATION OF EXISTING SIGNAGE ALONG THE PROJECT AREA, BUT THE COST SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE PROPOSAL.

8. SEPARATE PAYMENT WILL NOT BE MADE FOR THE EXCAVATION OF ROCK.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTATION AND PROPER DISPOSAL OF ALL UNUSED MATERIAL EXCAVATED FROM THE PROJECT SITE. PROPER DISPOSAL SHALL BE IN ACCORDANCE WITH PA DEP REQUIREMENTS.

10. CONTRACTOR SHALL RESTORE ALL EXISTING FEATURES DISTURBED DURING CONSTRUCTION (I.E. MAILBOXES, IRRIGATION SYSTEMS, LANDSCAPING, ETC.). ALL COSTS SHALL BE INCLUDED IN THE PRICE BID FOR SITE CLEARING.

11. THE CONTRACTOR SHALL ANTICIPATE GROUND WATER INFILTRATION INTO ALL OF THE COMBINED SEWER/STORM SEWER PIPES, INLETS AND MANHOLES WHEN PERFORMING THE VARIOUS TASKS ASSOCIATED WITH THIS PROJECT. ALL COSTS ASSOCIATED WITH THE TEMPORARY BYPASS PUMPING AND OR DEWATERING SHALL BE INCLUDED IN THE VARIOUS ITEMS IN THE PROPOSAL.

12. SEPARATE PAYMENT WILL NOT BE MADE FOR EXCAVATION, DEWATERING, FITTINGS, PIPE BEDDING, SHEETING, BRACING, SHORING, INLET CONNECTIONS, TRAPS, AND SUITABLE BACKFILL MATERIAL INVOLVED IN ALL PIPE AND ASSOCIATED STRUCTURES REMOVAL, RECONSTRUCTION AND INSTALLATION, BUT THE COST SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE PROPOSAL

REGARDLESS OF DEPTH.

SITE SAFETY, CLEANLINESS & RESTORATION NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY ON THE PROJECT SITE AND FOR FOLLOWING ALL OSHA AND LOCAL SAFETY

STANDARDS.

2. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS SECURE AT THE END OF EACH WORKDAY. ALL EQUIPMENT AND MATERIALS SHOULD BE STORED NEATLY AND SECURELY. EXCAVATED AREAS SHALL BE BACKFILLED OR SECURED TO PREVENT ANY FALL HAZARD.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING PAVED SURFACES, INCLUDING SIDEWALKS, FREE AND CLEAR OF SEDIMENT AND IN A BROOM SWEPT CONDITION WHEN OPEN TO PUBLIC USE. AT A MINIMUM, THE CONTRACTOR SHALL CLEAN PAVED

SURFACES AT THE END OF EACH WORKDAY AND WHEN DIRECTED BY THE ENGINEER.

4. THE ALL VEGETATED AREAS DISTRIBUTED DURING CONSTRUCTION SHALL BE TOPSOILED, SEEDED, FERTILIZED AND COVERED WITH STRAW MULCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND/OR RE-SEEDING AS NECESSARY TO ENSURE

VEGETATIVE STABILIZATION.

5. ALL PAVED AND CONCRETE AREAS EXCAVATED OR DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITION

AT LEAST EQUAL TO THAT WHICH EXISTED PRIOR TO THE START OF CONSTRUCTION.

6. PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL PERFORM FINAL CLEANING. FINAL CLEANING SHALL INCLUDE REMOVAL AND PROPER DISPOSAL OF ALL EXCESS CONSTRUCTION MATERIALS AND DEBRIS AS WELL AS CLEANING ALL PAVED SURFACES.

SHEET No. :

CHECKED BY :DRAWN BY : DESIGN BY :

JOB No. :

DATE :

SCALE :

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

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INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E

CHRISTOPHER J. FAZIO

DATE:

REMINGTON

& VERNICK

ENGINEERS

(610) 940-1050, FAX (610) 940-1161

Croton Road Corporate Center 555 Croton Road, Suite 401 King of Prussia, PA 19406

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

JMB TW CJF

of 11-2026

PA460543T007

AS NOTED

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ESTIMATE/DISTRIBUTION OF QUANTITIES

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CHRISTOPHER

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JOSEPH

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FAZIO

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REGISTERED

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PROFESSIONAL

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ENGINEER

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PE-0055338-E

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( IN FEET )

GRAPHIC SCALE

1 inch = ft.

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ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK

ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF

SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT

INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE

BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT

OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT

WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC

PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND

WITHOUT LIABILITY OR LEGAL EXPOSURE TO REMINGTON

& VERNICK ENGINEERS AND AFFILIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS REMINGTON &

VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

R E S U L T I N G T H E R E F R O M .

PROFESSIONAL ENGINEER LIC. NO. PE-0055338-E

CHRISTOPHER J. FAZIO

DATE:

REMINGTON

& VERNICK

ENGINEERS

(610) 940-1050, FAX (610) 940-1161

Croton Road Corporate Center 555 Croton Road, Suite 401 King of Prussia, PA 19406

WEB ADDRESS : RVE.COM

· Excellence Innovation Service·

JMB TW CJF

of 11-2026

PA460543T007

AS NOTED

O U

G H

O F

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G H

O F

E M

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Y C

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N . C

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N U

10/28/2026

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NORTH CANNON AVENUE

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CONC. CURB

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EX. SANITARY MH. RIM = 335.05 INV(1)= 326.50 INV(2)= 326.42

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CONC. CURB

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CONC. CURB

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MAG NAIL (SET) STA. 13+77.35, 0.65' RT N 343688.12 E 2656102.53 ELEV.= 330.96

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MAG NAIL (SET) STA. 16.55.05, 42.96' LT N 343936.42 E 2656234.36 ELEV.= 332.44

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W. 5TH STREET

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CONC..

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EX. C INLET TC = 340.20 GR = 339.50 INV = 336.70

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6SW GAS

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6SW GAS

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2P IN 4S GAS

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66" PIPE

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12" PIPE

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48" CONC. CHANNEL

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8" PIPE

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10" PIPE

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10" PIPE

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10" PIPE

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10" PIPE

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8" PIPE

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12" CCP

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18" PIPE

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18" PIPE

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18" PIPE

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8" PIPE

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8" PIPE

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8" PIPE

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8" PIPE

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8" PIPE

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6" PIPE

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EX. C INLET TC = 339.69 GR = 338.88 INV(1)= 336.37 INV(2)= 336.27

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DECK

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EX. BLDG

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EX. WALL

AutoCAD SHX Text

BIT. DWY.

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text

CONC. WLK.

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

BIT. DWY.

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

GRASS AREA

AutoCAD SHX Text

BIT. LOT

AutoCAD SHX Text

BIT. LOT

AutoCAD SHX Text

STONE AREA

AutoCAD SHX Text

COLUMNS

AutoCAD SHX Text

COLUMNS

AutoCAD SHX Text

EX. BLDG

AutoCAD SHX Text F.F.=332.15

AutoCAD SHX Text

BIT. LOT

AutoCAD SHX Text

BIT. LOT

AutoCAD SHX Text

BIT. LOT

AutoCAD SHX Text

BIT. LOT

AutoCAD SHX Text

BIT. DWY.

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

15" TREE

AutoCAD SHX Text

15" TREE

AutoCAD SHX Text

21" TREE

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

BUSH

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

PLANTER W/SIGN

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

CONC. SWK.

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

DY/L

AutoCAD SHX Text

DY/L

AutoCAD SHX Text

DY/L

AutoCAD SHX Text

SW/L

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

10" PIPE

AutoCAD SHX Text

15" PIPE

AutoCAD SHX Text U/P#892

AutoCAD SHX Text U/P#703

AutoCAD SHX Text U/P#726

AutoCAD SHX Text U/P#1357

AutoCAD SHX Text U/P#221

AutoCAD SHX Text U/P#519

AutoCAD SHX Text U/P#1724

AutoCAD SHX Text U/P

AutoCAD SHX Text

SW/L

AutoCAD SHX Text

SW/L

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

INV = 335.84

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

EX. PIPE

AutoCAD SHX Text

EX. M INLET GR = 330.23 INV = 324.98

AutoCAD SHX Text

EX. C INLET GR = 330.2 INV = 327.45±(FULL DEBRIS) (DEPTH FROM LANSDALE GIS SITE)

AutoCAD SHX Text

EX. C INLET GR = 330.28 INV = 325.03

AutoCAD SHX Text

EX.STORM MH RIM = 330.85 INV = 325.20

AutoCAD SHX Text

EX. M INLET GR = 330.51 INV = 326.69

AutoCAD SHX Text

EX. M INLET GR = 330.47 INV(1)= 325.67 INV(2)= 325.62

AutoCAD SHX Text

EX. M INLET GR = 330.50 INV(1)= 325.78 INV(2)= 325.70

AutoCAD SHX Text

EX. C INLET GR = 330.27 INV(1)= 325.98 INV(2)= 325.92

AutoCAD SHX Text

EX. STORM MH RIM = 332.16 INV(1)= 329.77 INV(2)= 328.75 INV(3)= 328.11

AutoCAD SHX Text

EX. C INLET TC = 332.64 GL = 331.95 INV = 329.01

AutoCAD SHX Text

EX. C INLET TC = 332.87 GL = 332.14 INV(1)= 330.34 INV(2)= 330.14 INV(3)= 329.37

AutoCAD SHX Text

EX. M INLET GR = 335.38 INV(1)= 332.46 INV(2)= 332.38

AutoCAD SHX Text

EX. M INLET GR = 333.04 INV(1)= 331.24 INV(2)= 331.15

AutoCAD SHX Text

12" PIPE

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

EX. WALL

AutoCAD SHX Text

EX. WALL

AutoCAD SHX Text

EX. WALL

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text 43"x68" PIPE

AutoCAD SHX Text (2)

AutoCAD SHX Text (1)

AutoCAD SHX Text

EX. STORM MH RIM = 334.29 INV = 330.29±(DEPTH FROM LANSDALE GIS SITE)

AutoCAD SHX Text

EX. M INLET TC = 337.11 GL = 336.44 INV = 333.11±

AutoCAD SHX Text

EX. M INLET GR = 336.91 INV = 335.13

AutoCAD SHX Text (2)

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text (1)

AutoCAD SHX Text (3)

AutoCAD SHX Text

EX. STORM MH RIM = 332.32 INV(1)= 330.02 INV(2)= 330.01 INV(3)= 329.91

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text (3)

AutoCAD SHX Text (1)

AutoCAD SHX Text (3)

AutoCAD SHX Text (2)

AutoCAD SHX Text

EX. C INLET TC = 333.03 GL = 332.32 INV = 330.12

AutoCAD SHX Text (2)

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text

EX. SANITARY MH. RIM = 336.00 INV(1)= 327.01 INV(2)= 326.93

AutoCAD SHX Text

EX. SANITARY MH. RIM = 334.32 INV = 325.74±(DEPTH FROM LANSDALE GIS SITE)

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text (1)

AutoCAD SHX Text (3)

AutoCAD SHX Text (1)

AutoCAD SHX Text (3)

AutoCAD SHX Text (2)

AutoCAD SHX Text

EX. SANITARY MH. RIM = 331.13 INV(1)= 323.89 INV(2)= 323.83 INV(3)= 323.30

AutoCAD SHX Text (3)

AutoCAD SHX Text

EX. SANITARY MH. RIM = 330.51 INV(1)= 323.32 INV(2)= 323.06 INV(3)= 322.98

AutoCAD SHX Text

EX. MANHOLE RIM = 331.47 INV(1)= 324.82 INV(2)= 324.67

AutoCAD SHX Text 8"

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text

EX. MANHOLE RIM = 332.07 INV(1)= 325.01 INV(2)= 324.85

AutoCAD SHX Text

EX. MANHOLE RIM = 332.97 INV(1)= 332.52 INV(2)= 322.49

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text

EX. MANHOLE RIM = 332.32 INV(1)= 322.39 INV(2)= 322.17 INV(3)= 322.11

AutoCAD SHX Text