2-2026-03-12 - Arrowhead Lake - Bid Set.pdf

PDF 19 MB Posted Mar 13, 2026

Attached to: Paxinos Drive and Lehigh Drive Improvements Entech No. 4629. 008
Solicitation number: Not on record
Issued by: Monroe County, Pennsylvania

About this file

Written by GovTribe AI · Mar 16, 2026

This bid set document provides comprehensive engineering plans and specifications for the Paxinos Drive and Lehigh Drive Improvements project in Coolbaugh Township, Monroe County, Pennsylvania, managed by the Arrowhead Lake Community Association. The project encompasses replacement of sanitary sewer collection systems, installation of storm sewer mains and related drainage improvements, and reconstruction of roadway infrastructure along both drives. The work includes approximately 43.4 station miles on Paxinos Drive and 27.49 station miles on Lehigh Drive, featuring multiple proposed sanitary and storm sewer manholes, inlet boxes, culvert replacements, and pavement reconstruction. The mandatory pre-bid conference is scheduled for Thursday, March 19, 2026, at 1:00 p.m. at the Arrowhead Lake Community Association office located at 961 Arrowhead Drive, Pocono Lake, Pennsylvania. Bids submitted electronically through the PennBid Program must be received by 1:00 p.m. local time on Wednesday, April 8, 2026. The bid documents include detailed site plans, profiles, construction details, erosion and sedimentation control plans, and post-construction stormwater management specifications conforming to NPDES permit PAD450138 and associated amendments.

The bid set requires contractors to address extensive utility coordination, including locating and protecting existing sanitary sewer lines, storm drainage systems, water mains, and electric utilities. Critical project requirements include proof-rolling and overexcavation of soft subgrade materials, restoration of private driveway connections to new road elevations, installation of temporary and permanent swale linings per erosion and sedimentation plans, and compliance with all local, state, and federal regulations including prevailing wage requirements. The project documents specify that all steel products must be domestically produced and establish the contractor's responsibility for maintaining utility services to all residences throughout construction. Site features, property lines, and underground utility locations are noted as approximate and require field verification by the contractor prior to bidding. The work is divided into two general contracts: Contract 2026-01 for sanitary improvements and Contract 2026-02 for storm sewer and roadway improvements, with drawings issued for bid on March 13, 2026.

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Other files

File	Type	Posted
1-Paxinos Drive and Lehigh Drive Improvements Project Manual 4629.008.pdf	PDF	Mar 13, 2026
3-2026-03-12 - Arrowhead Lake - Permit Sets.pdf	PDF	Mar 13, 2026

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C O

S H

REFERENCE: USGS 7.5 MINUTE SERIES (TOPOGRAPHIC MAP) - THORNHURST

GENERAL NOTES

A. FIELD SURVEY BY BRINKASH AND ASSOCIATES, INC. DATED JUNE, 2020.

B. PROPERTY LINES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN

SURVEYED OR FIELD VERIFIED.

C. THE LOCATION AND DIMENSIONS OF ALL SITE FEATURES SHOWN ARE

APPROXIMATE AND MUST BE VERIFIED IN THE FIELD BY THE

CONTRACTOR PRIOR TO BIDDING.

D. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE

CONTRACTOR PRIOR TO ANY EARTH MOVING ACTIVITIES, PURSUANT

TO ACT 187. UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED

BY CALLING 1-800-242-1776.

E. ALL UNDERGROUND UTILITY LOCATIONS AND ELEVATIONS ON THE

CONSTRUCTION PLANS ARE APPROXIMATE LOCATIONS DELINEATED

FROM LIMITED FIELD MARKINGS AND AVAILABLE RECORDS.

THEREFORE, ANY UTILITIES NOT SHOWN OR NOT LOCATED AS SHOWN,

SHALL NOT BE THE CAUSE OF THE CONTRACTOR TO DENY

RESPONSIBILITY FOR PROTECTION AND/OR REPAIR DURING

CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

FACILITIES AND PROVIDE ALL PROTECTIVE MEASURES, RESTRAINTS

AND APPURTENANCES AS NECESSARY.

F. THESE DESIGN DRAWINGS MUST BE WORKED IN CONJUNCTION WITH

THE PROJECT MANUAL/SPECIFICATIONS.

G. CONTRACTOR IS RESPONSIBLE TO MAINTAIN SERVICES TO ALL

RESIDENCES THROUGHOUT CONSTRUCTION.

H. CONTRACTOR SHALL USE, MAINTAIN AND PROVIDE ADEQUATE PROPER

SHORING DEVICES ON SITE AT ALL TIMES. CONTRACTOR SHALL

CONFORM TO ALL LOCAL, STATE AND FEDERAL REGULATIONS.

DRAWING INDEX

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL / CIVIL

G-001 COVER SHEET, GENERAL PROJECT NOTES, DRAWING INDEX & MAPS

G-002 DRAWING CONVENTIONS AND LEGENDS

G-101 PAXINOS DRIVE INDEX PLAN

G-201 LEHIGH DRIVE INDEX PLAN AND FENCING PLAN

CIVIL

C-101 PAXINOS DRIVE PLAN AND PROFILE (STA 0+00 TO STA 4+80)

C-102 PAXINOS DRIVE PLAN AND PROFILE (STA 4+80 TO STA 10+00)

C-103 PAXINOS DRIVE PLAN AND PROFILE (STA 10+00 TO STA 15+30)

C-104 PAXINOS DRIVE PLAN AND PROFILE (STA 15+30 TO STA 20+30)

C-105 PAXINOS DRIVE PLAN AND PROFILE (STA 20+30 TO STA 25+30)

C-106 PAXINOS DRIVE PLAN AND PROFILE (STA 25+30 TO STA 30+30)

C-107 PAXINOS DRIVE PLAN AND PROFILE (STA 30+30 TO STA 35+10)

C-108 PAXINOS DRIVE PLAN AND PROFILE (STA 35+10 TO STA 39+20)

C-109 PAXINOS DRIVE PLAN AND PROFILE (STA 39+20 TO STA 43+40)

C-201 LEHIGH DRIVE PLAN (STA -0+21 TO STA 4+40)

C-202 LEHIGH DRIVE PLAN (STA 4+40 TO STA 9+40)

C-203 LEHIGH DRIVE PLAN (STA 9+40 TO STA 14+40)

C-204 LEHIGH DRIVE PLAN (STA 14+40 TO STA 19+60)

C-205 LEHIGH DRIVE PLAN (STA 19+60 TO STA 24+60)

C-206 LEHIGH DRIVE PLAN (STA 24+60 TO STA 27+49)

C-207 PAXINOS DRIVE PLAN AND PROFILE (STA 0+00 TO STA 2+80)

C-301 LEHIGH DRIVE PROPOSED STORM, PLAN AND PROFILE (STA 0+00 TO STA 4+60)

C-302 LEHIGH DRIVE PROPOSED STORM, PLAN AND PROFILE (STA 4+60 TO STA 9+40)

C-303 LEHIGH DRIVE PROPOSED STORM, PLAN AND PROFILE (STA 9+40 TO STA 14+40)

C-304 LEHIGH DRIVE PROPOSED STORM, PLAN AND PROFILE (STA 14+40 TO STA 19+60)

C-305 LEHIGH DRIVE PROPOSED STORM, PLAN AND PROFILE (STA 19+60 TO STA 24+60)

C-306 LEHIGH DRIVE PROPOSED STORM, PLAN AND PROFILE (STA 24+60 TO STA 26+40)

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-701 RESTORATION DETAILS

1-800-242-1776

(TOLL FREE)

"Pa. Law requires advance notification"

PA ONE CALL FOR DESIGN

SERIAL NUMBERS ISSUED & DATES:

PAXINOS DRIVE - 2025603572

LEHIGH DRIVE - 20252603618

PAXINOS DRIVE - 20260712283

LEHIGH DRIVE - 20260712208

1-800-242-1776

IA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

ISSUED FOR BID

MARCH 13, 2026

PAXINOS DRIVE AND LEHIGH DRIVE IMPROVEMENTS

ARROWHEAD LAKE COMMUNITY ASSOCIATION, INC.

COOLBAUGH TOWNSHIP, MONROE COUNTY, PENNSYLVANIA

00 2000' 4000' Scale:1 1" = 2000'

LOCATION / TOPOGRAPHICAL MAP

Scale:2 NONE

VICINITY MAP

4629.008.004

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

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DRAWING NO.

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DESIGN PA ONE CALL

UTILITY RESPONSE ADDRESS CONTACT INFORMATION CONTACT PERSON RESPONSES

ARROWHEAD SEWER COMPANY 961 ARROWHEAD DRIVE alca_sewer@epix.net JOSEPH REHM FIELD MARKED

PENCOR SERVICES/BLUE RIDGE

COMMUNICATION PO BOX 215, PALMERTON, PA 18071 dhunsicker@pencor.com DWIGHT HUNSINGER CLEAR - NO FACILITIES

PPL ELECTRIC UTILITIES CORPORATION 503 NEW MARKET STREET, WILKES BARRE, PA. 18702 mcsantayana@pplweb.com MARK SANTAYANA CLEAR - NO FACILITIES

UGI 2121 CITY LINE ROAD, BETHLEHEM, PA. 18017 tsayegh1@UGI.COM TAREK SAYEGH CLEAR - NO FACILITIES

PROJECT AREAS

PROJECT SITE

PERMIT DRAWING INDEX

DWG. NO. DRAWING DESCRIPTION/TITLE

NPDES PERMIT NO. PAD450138 - APPROVED PERMIT SET DATED 09/17/2021

EROSION AND SEDIMENTATION CONTROL

ES-001 COVER SHEET

ES-002 PAXINOS DRIVE E & S INDEX PLAN

ES-100 NPDES PHASE PLAN

ES-101 PAXINOS DRIVE PLAN (STA 0+00 TO STA 10+00)

ES-102 PAXINOS DRIVE PLAN (STA 10+00 TO STA 20+30)

ES-103 PAXINOS DRIVE PLAN (STA 20+30 TO STA 30+30)

ES-104 PAXINOS DRIVE PLAN (STA 30+30 TO STA 39+20)

ES-105 PAXINOS DRIVE PLAN (STA 39+20 TO STA 43+40)

ES-106 MINISINK DRIVE PLAN AND PROFILE (STA 0+00 TO STA 9+80)

ES-107 CHITIMACHA DRIVE PLAN (STA 0+00 TO STA 3+30)

ES-501 EROSION AND SEDIMENTATION CONTROL NOTES

ES-502 EROSION AND SEDIMENTATION CONTROL DETAILS

ES-503 EROSION AND SEDIMENTATION CONTROL DETAILS

C-501 CONSTRUCTION DETAILS

POST CONSTRUCTION STORMWATER MANAGEMENT

PC-100 NPDES PHASE PLAN

PC-101 PAXINOS DRIVE PLAN (STA 0+00 TO STA 10+00)

PC-102 PAXINOS DRIVE PLAN (STA 10+00 TO STA 20+30)

PC-103 PAXINOS DRIVE PLAN (STA 20+30 TO STA 30+30)

PC-104 PAXINOS DRIVE PLAN (STA 30+30 TO STA 39+20)

PC-105 PAXINOS DRIVE PLAN (STA 39+20 TO STA 43+40)

PC-106 MINISINK DRIVE PLAN AND PROFILE (STA 0+00 TO STA 9+80)

PC-107 CHITIMACHA DRIVE PLAN (STA 0+00 TO STA 3+30)

PC-501 NOTES

NPDES PERMIT NO. PAD450138 A-1 (AMENDMENT 1) - APPROVED PERMIT SET DATED 09/22/2023

GENERAL / CIVIL

ES-001 COVER SHEET

EROSION AND SEDIMENTATION CONTROL

ES-200 LEHIGH DRIVE EROSION AND SEDIMENTATION CONTROL INDEX PLAN

ES-201 LEHIGH DRIVE PLAN (STA 0+00 TO STA 9+60)

ES-202 LEHIGH DRIVE PLAN (STA 9+60 TO STA 19+60)

ES-203 LEHIGH DRIVE PLAN (STA 19+60 TO STA 27+20)

ES-204 PAXINOS DRIVE PLAN AND PROFILE (STA 0+00 TO STA 3+60)

ES-501 EROSION AND SEDIMENTATION CONTROL NOTES

ES-502 EROSION AND SEDIMENTATION CONTROL DETAILS

ES-503 EROSION AND SEDIMENTATION CONTROL DETAILS

POST CONSTRUCTION STORMWATER MANAGEMENT

PC-200 LEHIGH DRIVE INDEX PLAN

PC-201 LEHIGH DRIVE PLAN (STA 0+00 TO STA 9+60)

PC-202 LEHIGH DRIVE PLAN (STA 9+60 TO STA 19+60)

PC-203 LEHIGH DRIVE PLAN (STA 19+60 TO STA 27+20)

PC-204 PAXINOS DRIVE PLAN AND PROFILE (STA 0+00 TO STA 3+60)

PC-501 NOTES

JOINT PERMIT NO. E4502221-006 - APPROVED PERMIT SET DATED 05/13/2022

GENERAL / CIVIL

JP-001 COVER SHEET

JP-101 LEHIGH DRIVE IMPACT AREA INDEX PLAN

JP-102 IMPACT AREA #1 AND #2 EXISTING AND PROPOSED FEATURES PLAN

JP--103 IMPACT AREA #3 AND #4 EXISTING AND PROPOSED FEATURES PLAN

JP-104 IMPACT AREA #5 EXISTING AND PROPOSED FEATURES PLAN

EROSION AND SEDIMENTATION CONTROL

ES-201 LEHIGH DRIVE PLAN (STA 0+00 TO STA 9+40)

ES-204 PAXINOS DRIVE PLAN AND PROFILE (STA 0+00 TO STA 3+60)

ES-501 EROSION AND SEDIMENTATION CONTROL NOTES

ES-502 EROSION AND SEDIMENTATION CONTROL NOTES

ES-503 EROSION AND SEDIMENTATION CONTROL DETAILS

* NOTE: IMPROVEMENTS SHOWN FOR MINISINK DRIVE AND CHITIMACHA DRIVE

ARE NOT INCLUDED IN THIS CURRENT PROJECT. THE PLANS ARE

INCLUDED AS PART OF THE APPROVED PERMIT PLAN SET.

GENERAL CONTRACT No. 2026-01 SANITARY GENERAL CONTRACT No. 2026-02 STORM AND ROAD

356.00

360 PROPOSED GRADE (MAJOR)

PROPOSED STORM DRAIN

PROPOSED WATER LATERAL

CIVIL LEGEND

PROPOSED PAVED SURFACE

PROPOSED CHAIN LINK FENCE

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

PROPOSED YARD HYDRANT

PROPOSED GATE VALVE

PROPOSED PLUG VALVE

PROPOSED MECHANICAL JOINT FITTING

Bh SwD

B-5

EXISTING FACILITY TO BE REMOVED

EXISTING FACILITY TO BE MODIFIED

NEW BUILDING FACILITIES

PROPOSED MACADAM ACCESS

ROAD/ STONE DRIVEWAY

PROPOSED WATER MAIN

PROPOSED HYDRANT

PROPOSED CURB STOP

PROPOSED WATER METER & METER BOXWMB

PROPOSED SANITARY LATERAL

PROPOSED SANITARY MAIN

PROPOSED ELECTRIC

PROPOSED SANITARY MANHOLE

356 PROPOSED GRADE (MINOR)

PRE DEVELOPMENT DRAINAGE AREA

POST DEVELOPMENT DRAINAGE AREA

TIME OF CONCENTRATION

TEXT PROPOSED TEXT

PROPOSED SANITARY FORCE MAIN

MATCHLINE

MATCH LINE REFER TO DWG C-101

LIMIT OF DISTURBANCE

SUPER SILT FILTER FABRIC FENCE

EROSION CONTROL BLANKET STEEP SLOPES

RIP RAP OUTLET PROTECTION

SILT SACK INLET PROTECTION

FILTER FABRIC FENCE - 30"

FILTER FABRIC FENCE - 18"

COMPOST SILT SOCK

EROSION CONTROL SWALE MATTING

NPDES PERMIT BOUNDARY

TRENCH PLUG

E&S LEGEND

ROCK CONSTRUCTION ENTRANCE

PROPOSED GRADE (MAJOR)PROPOSED GRADE (MAJOR)

PROPOSED STORM DRAIN

12" COMPOST FILTER SOCK

PROPOSED GRADE (MINOR)356

Bh SwD

ROADWAY MAINTENANCE AREA

32" COMPOST FILTER SOCK

18" COMPOST FILTER SOCK

D R

G C

O N

N S

DRAWING CONVENTIONS

SECTION INDICATOR

DETAIL INDICATOR

ELEVATION INDICATOR1

X-201

A X-301

X-501

Scale:1 1" = 1'-0"

DRAWING TITLE

DRAWING NUMBER

SECTION LETTER

DRAWING NUMBER

ELEVATION LETTER

IDENTIFICATION NUMBER/LETTER

DRAWING TITLE

SHEET KEYNOTE SYMBOL

DEMOLITION KEYNOTE

SYMBOL

PHOTOGRAPH INDICATOR

PHOTOGRAPH

IDENTIFICATION

DRAWING NUMBER

DETAIL NUMBER

TEXT

INDICATES EXIST

CONDITIONS/FEATURES

INDICATES NEW

WORK/FEATURES

DENOTES REFERENCE TO ENLARGED

PLANS WITH DRAWING NUMBER

INDICATED

XXX

GENERAL SHEET NOTES

4629.008.004

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APPROVED BY:

SCALE:

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PREPARED BY:

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1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

GENERAL SHEET NOTES

4629.008.004

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G G

O S

D R

Scale:1 1" = 150'-0"

PAXINOS DRIVE INDEX PLAN

00 75' 150'

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

C-

D R

A W

C -1

D R

A W

C -1

DRAW

ING C-103

DRAW

ING C-104

DRAW

ING C-104

DRAW

ING C-105

D R

A W

C -105

D R

A W

C -106

G C

-1

G C

-1

G C

-1

G C

-1

D R

A W

C -108

D R

A W

C -109

CIVIL LEGEND

LIMIT OF DISTURBANCE

UGE UGE

1+58

0+00 0+20 0+40 0+60 0+80 1+00 1+20

LEGEND

NPDES BOUNDARY PHASE I (PAXINOS & MINISINK) =

NPDES BOUNDARY PHASE II (LEHIGH DRIVE & MINISINK) =

Scale:1 1" = 150'-0"

LEHIGH DRIVE INDEX PLAN

D R

A N

D F

CB-15

CB-14

CB-14A

CB-13

CB-13A

CB-12

CB-12A

CB-11

CB-11A

CB-10

CB-10A

CB-9

CB-9A

CB-8

CB-7

CB-5

PROPOSED

ENDWALL

CB-1

CB-2 CB-3 CB-4

CB-6

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C -2

D R

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C -2

D R

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C -2

DRAWING C-207

Scale:2 1" = 30'-0"

FENCING PLAN

00 30' 60'

00 150' 300'

CB-12B

FENCING PLAN

G-201

PROPOSED

CHAIN LINK FENCE

C-503

PROPOSED

CHAIN LINK FENCE

C-503

PROPOSED

MOTORIZED

SLIDE GATE

C-503

EXISTING FENCE

TO BE REMOVED

EXISTING FENCE

TO BE REMOVED

RELOCATE AND EXTEND

ELECTRIC SERVICE TO

MOTORIZED SLIDE GATE

COCO CO

CO CO CO

S 179 LF of 8" PVC @ 12.67%

PAVEMENT

RECONSTRUCTION

CHANNEL 1CHANNEL 1ACHANNEL 1B

CHANNEL 2A

0+00 0+20

0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80

3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80

CHANNEL 2

C-501

PROPOSED MH-1

STA 3+25

TOP 1616.08

INV IN 1607.22 (8")24 LF OF 15" RCP

INV 1610.50

INV 1610.65

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00

4+00 4+20 4+40 4+60 4+80

PROPOSED ROAD GRADE

PROPOSED MH-1

STA 3+25

TOP 1616.08

INV IN 1607.22 (8")

9 L

F of

8" P

.67

9 L

F of

8" P

.67

GENERAL SHEET NOTES

SHEET KEYNOTES

O S

D R

A N

D P

R O

Scale:2 1" = 20'-0"

PAXINOS DRIVE PROFILE (STA 0+00 TO STA 4+80)

1" = 2'-0"

Scale:1 1" = 20'-0"

PAXINOS DRIVE PLAN (STA 0+00 TO STA 4+80)

00 20' 40'

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

4629.008.004

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CHECKED BY:

PREPARED BY:

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-1

(TYP)

5 (TYP)

1. CONTRACTOR TO SCARIFY EXISTING GRAVEL SURFACE AND EVENLY

GRADE PRIOR TO NEW ROADWAY CONSTRUCTION.

2. CONTRACTOR TO PROOFROLL EXISTING ROADWAY AND OVEREXCAVATE

AND REPLACE SOFT SUBGRADE MATERIAL.

3. CONTRACTOR TO RESTORE/REPAIR PRIVATE DRIVEWAY CONNECTION TO

RECONSTRUCTED ROAD.

4. CONTRACTOR TO PROVIDE 10'-0" GRAVEL TRANSITION TO NEW PAVEMENT.

COMPRISED OF PROPERLY COMPACTED 2A STONE.

5. SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. OPEN PIPE ENDS TO

BE PLUGGED AND GROUTED SHUT.

6. EXISTING MANHOLES SHALL BE ABANDONED IN PLACE. TOP SECTION AND

FRAME AND COVER SHALL BE REMOVED. RETURN FRAME AND COVER TO

OWNER. PLUG OUTGOING PIPE AND FILL MANHOLE BASE WITH CONCRETE

TO A POINT MINIMUM FOUR INCHES ABOVE THE TOP OF THE INCOMING

PIPE. FILL REMAINDER OF MANHOLE WITH STRUCTURAL FILL AND COVER

MANHOLE WITH 8 OZ GEOTEXTILE. BACKFILL IN ACCORDANCE WITH

TRENCH RESTORATION DETAIL. UNLESS OTHERWISE NOTED.

NOTE:

CONTRACTOR IS RESPONSIBLE TO INSTALL

TEMPORARY AND PERMANENT SWALE LININGS

PER THE E&S PLANS. REFER TO E & S PLANS

FOR CHANNEL DIMENSIONS AND DETAILS.

1 2

M A

T C

H L

R E

T O

D W

G C

-2

REFER TO C-207

FOR CONTINUATION

OF SANITARY SEWER

AND ROADWAY

IMPROVEMENTS

CO CO CO CO CO CO

COCOCOCOCO

TOP 1687.21

INV IN 1682.05 (8")

INV OUT 1681.91 (8")

87 LF of 8 " P

VC @

8.92%

81 LF of 8" PVC @ 8.70% 396 LF of 8" PVC @ 9.38%

REPLACE DRIVEWAY

CULVERT WITH 15" RCP,

MAINTAIN EXISTING

INVERT ELEVATIONS

REPLACE DRIVEWAY

CULVERT WITH 15" RCP,

MAINTAIN EXISTING

INVERT ELEVATIONS

REPLACE DRIVEWAY

CULVERT WITH 15" RCP,

MAINTAIN EXISTING

INVERT ELEVATIONS

PAVEMENT

RECONSTRUCTION

CHANNEL1

CHANNEL 2

C H

CHANNEL 1

4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60

9+80

10+00

10+20

PROPOSED MH-2

STA 5+08

TOP 1636.89

INV IN 1630.00 (8")

INV OUT 1629.90 (8")

PROPOSED MH-3

STA 9+07

TOP 1672.74

INV IN 1667.10 (8")

INV OUT 1667.08 (8")

PROPOSED MH-4

STA 9+90

TOP 1680.30

INV IN 1674.20 (8")

INV OUT 1674.10 (8")

C-501

4+80 5+00 5+20 5+40 5+60 5+80 6+00

6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40

8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00

PROPOSED ROAD GRADE

PROPOSED MH-2

STA 5+08

TOP 1636.89

INV IN 1630.00 (8")

INV OUT 1629.90 (8")

6 L

F of 8"

PVC @

6 L

F of 8"

PVC @

6 L

F of 8"

PVC @

of 8"

PVC @

PROPOSED MH-3

STA 9+07

TOP 1672.74

INV IN 1667.10 (8")

INV OUT 1667.08 (8")

PROPOSED MH-4

STA 9+90

TOP 1680.30

INV IN 1674.20 (8")

INV OUT 1674.10 (8")

O S

D R

A N

D P

R O

Scale:2 1" = 20'-0"

PAXINOS DRIVE PROFILE (STA 4+80 TO STA 10+00)

1" = 2'-0"

Scale:1 1" = 20'-0"

PAXINOS DRIVE PLAN (STA 4+80 TO STA 10+00)

00 20' 40'

4629.008.004

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Mar. 12, 2026 H:\0004629.008\04-CAD\SheetFiles\Combined Project\C-102.dwgLa st

E di te d by : m hi es te r

O W

D L

C O

M M

U N

N , I

N C

O O

G H

T O

W N

, M O

N R

O E

C O

U N

, P

N O

S D

D L

H D

C-102

KLG

EDM

AS NOTED

/1 3/

M A

T C

H L

R E

T O

D W

G C

-1

M A

T C

H L

R E

T O

D W

G C

-1

3 (TYP)

5 (TYP)

6 (TYP)

NOTE:

CONTRACTOR IS RESPONSIBLE TO INSTALL

TEMPORARY AND PERMANENT SWALE LININGS

PER THE E&S PLANS. REFER TO E & S PLANS

FOR CHANNEL DIMENSIONS AND DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONTRACTOR TO SCARIFY EXISTING GRAVEL SURFACE AND EVENLY

GRADE PRIOR TO NEW ROADWAY CONSTRUCTION.

2. CONTRACTOR TO PROOFROLL EXISTING ROADWAY AND OVEREXCAVATE

AND REPLACE SOFT SUBGRADE MATERIAL.

3. CONTRACTOR TO RESTORE/REPAIR PRIVATE DRIVEWAY CONNECTION TO

RECONSTRUCTED ROAD.

4. CONTRACTOR TO PROVIDE 10'-0" GRAVEL TRANSITION TO NEW PAVEMENT.

COMPRISED OF PROPERLY COMPACTED 2A STONE.

5. SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. OPEN PIPE ENDS TO

BE PLUGGED AND GROUTED SHUT.

6. EXISTING MANHOLES SHALL BE ABANDONED IN PLACE. TOP SECTION AND

FRAME AND COVER SHALL BE REMOVED. RETURN FRAME AND COVER TO

OWNER. PLUG OUTGOING PIPE AND FILL MANHOLE BASE WITH CONCRETE

TO A POINT MINIMUM FOUR INCHES ABOVE THE TOP OF THE INCOMING

PIPE. FILL REMAINDER OF MANHOLE WITH STRUCTURAL FILL AND COVER

MANHOLE WITH 8 OZ GEOTEXTILE. BACKFILL IN ACCORDANCE WITH

TRENCH RESTORATION DETAIL. UNLESS OTHERWISE NOTED.

7. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY TO

RELOCATE/REINSTALL UTILITY POLES AS NECESSARY.

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

1 2

REPLACE DRIVEWAY

CULVERT WITH 15" RCP

MAINTAIN EXISTING

INVERT ELEVATIONS

CO CO CO CO CO

COCOCOCO

PROPOSED MH-5

STA 10+78

TOP 1687.21

INV IN 1682.05 (8")

INV OUT 1681.91 (8")

340 LF of 8" PVC @ 4.97% 197 LF of 8" PVC @ 5.35%

77 LF of 8" PVC @ 6.47%

87 LF of 8" PVC @ 8.92%

THIS PORTION OF

EXISTING SANITARY

LINE TO BE REMOVED

PAVEMENT

RECONSTRUCTION

CHANNEL 1

CHANNEL 2

9+80

10+00

10+20

10+40 10+60

10+80

11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20

PROPOSED MH-4

STA 9+90

TOP 1680.30

INV IN 1674.20 (8")

INV OUT 1674.10 (8")

C-501

PROPOSED MH-6

STA 11+57

TOP 1692.33

INV IN 1687.05 (8")

INV OUT 1687.00 (8")

PROPOSED MH-7

STA 13+57

TOP 1704.15

INV IN 1697.58 (8")

INV OUT 1697.57 (8")

10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40

12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+30

PROPOSED ROAD GRADE

PROPOSED MH-5

STA 10+78

TOP 1687.21

INV IN 1682.05 (8")

INV OUT 1681.91 (8")

PROPOSED MH-7

STA 13+57

TOP 1704.15

INV IN 1697.58 (8")

INV OUT 1697.57 (8")

PROPOSED MH-6

STA 11+57

TOP 1692.33

INV IN 1687.05 (8")

INV OUT 1687.00 (8")

of 8"

PVC @

77 LF of 8" P

VC @

6.47%

197 LF of 8" PVC @ 5.35%

340 LF of 8" PVC @ 4.97%

O S

D R

A N

D P

R O

O S

Scale:2 1" = 20'-0"

PAXINOS DRIVE PROFILE (STA 10+00 TO STA 15+30)

1" = 2'-0"

Scale:1 1" = 20'-0"

PAXINOS DRIVE PLAN (STA 10+00 TO STA 15+30)

00 20' 40'

4629.008.004

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Mar. 12, 2026 H:\0004629.008\04-CAD\SheetFiles\Combined Project\C-103.dwgLa st

E di te d by : m hi es te r

O W

D L

C O

M M

U N

N , I

N C

O O

G H

T O

W N

, M O

N R

O E

C O

U N

, P

N O

S D

D L

H D

C-103

KLG

EDM

AS NOTED

/1 3/

M A

T C

H L

R E

T O

D W

G C

-1

MATCH LI

NE R

EFE

R T

O D

WG C

-10

NOTE:

CONTRACTOR IS RESPONSIBLE TO INSTALL

TEMPORARY AND PERMANENT SWALE LININGS

PER THE E&S PLANS. REFER TO E & S PLANS

FOR CHANNEL DIMENSIONS AND DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONTRACTOR TO SCARIFY EXISTING GRAVEL SURFACE AND EVENLY

GRADE PRIOR TO NEW ROADWAY CONSTRUCTION.

2. CONTRACTOR TO PROOFROLL EXISTING ROADWAY AND OVEREXCAVATE

AND REPLACE SOFT SUBGRADE MATERIAL.

3. CONTRACTOR TO RESTORE/REPAIR PRIVATE DRIVEWAY CONNECTION TO

RECONSTRUCTED ROAD.

4. CONTRACTOR TO PROVIDE 10'-0" GRAVEL TRANSITION TO NEW PAVEMENT.

COMPRISED OF PROPERLY COMPACTED 2A STONE.

5. SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. OPEN PIPE ENDS TO

BE PLUGGED AND GROUTED SHUT.

6. EXISTING MANHOLES SHALL BE ABANDONED IN PLACE. TOP SECTION AND

FRAME AND COVER SHALL BE REMOVED. RETURN FRAME AND COVER TO

OWNER. PLUG OUTGOING PIPE AND FILL MANHOLE BASE WITH CONCRETE

TO A POINT MINIMUM FOUR INCHES ABOVE THE TOP OF THE INCOMING

PIPE. FILL REMAINDER OF MANHOLE WITH STRUCTURAL FILL AND COVER

MANHOLE WITH 8 OZ GEOTEXTILE. BACKFILL IN ACCORDANCE WITH

TRENCH RESTORATION DETAIL. UNLESS OTHERWISE NOTED.

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

1 2

3(TYP)

4(TYP)

5 6(TYP) (TYP)

PAVED

APPROACH

C-501

CO CO CO CO CO CO CO

COCOCO

S 350 LF of 8" PVC @ 2.83%

340 LF of 8" PVC @ 4.97% 340 LF of 8" PVC @ 4.97%

PROPOSED MH-9

INV IN 1724.50 (8")

INV OUT 1724.40 (8")

PAVEMENT

RECONSTRUCTION

HP SPOT

EL 1731.50

15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20

C-501

PROPOSED MH-8

STA 17+01

TOP 1720.77

INV IN 1714.52 (8")

INV OUT 1714.47 (8")

15+30 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00

18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+30

PROPOSED ROAD GRADE

HP SPOT EL 1731.50

PROPOSED MH-8

STA 17+01

TOP 1720.77

INV IN 1714.52 (8")

INV OUT 1714.47 (8")

350 LF of 8" PVC @ 2.83%

340 LF of 8" PVC @ 4.97%

O S

D R

A N

D P

R O

O S

Scale:2 1" = 20'-0"

PAXINOS DRIVE PROFILE (STA 15+30 TO STA 20+30)

1" = 2'-0"

Scale:1 1" = 20'-0"

PAXINOS DRIVE PLAN (STA 15+30 TO STA 20+30)

00 20' 40'

4629.008.004

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Mar. 12, 2026 H:\0004629.008\04-CAD\SheetFiles\Combined Project\C-104.dwgLa st

E di te d by : m hi es te r

O W

D L

C O

M M

U N

N , I

N C

O O

G H

T O

W N

, M O

N R

O E

C O

U N

, P

N O

S D

D L

H D

C-104

KLG

EDM

AS NOTED

/1 3/

M A

T C

H L

R E

T O

D W

G C

-1

(TYP)

4(TYP)

(TYP)

NOTE:

CONTRACTOR IS RESPONSIBLE TO INSTALL

TEMPORARY AND PERMANENT SWALE LININGS

PER THE E&S PLANS. REFER TO E & S PLANS

FOR CHANNEL DIMENSIONS AND DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONTRACTOR TO SCARIFY EXISTING GRAVEL SURFACE AND EVENLY

GRADE PRIOR TO NEW ROADWAY CONSTRUCTION.

2. CONTRACTOR TO PROOFROLL EXISTING ROADWAY AND OVEREXCAVATE

AND REPLACE SOFT SUBGRADE MATERIAL.

3. CONTRACTOR TO RESTORE/REPAIR PRIVATE DRIVEWAY CONNECTION TO

RECONSTRUCTED ROAD.

4. CONTRACTOR TO PROVIDE 10'-0" GRAVEL TRANSITION TO NEW PAVEMENT.

COMPRISED OF PROPERLY COMPACTED 2A STONE.

5. SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. OPEN PIPE ENDS TO

BE PLUGGED AND GROUTED SHUT.

6. EXISTING MANHOLES SHALL BE ABANDONED IN PLACE. TOP SECTION AND

FRAME AND COVER SHALL BE REMOVED. RETURN FRAME AND COVER TO

OWNER. PLUG OUTGOING PIPE AND FILL MANHOLE BASE WITH CONCRETE

TO A POINT MINIMUM FOUR INCHES ABOVE THE TOP OF THE INCOMING

PIPE. FILL REMAINDER OF MANHOLE WITH STRUCTURAL FILL AND COVER

MANHOLE WITH 8 OZ GEOTEXTILE. BACKFILL IN ACCORDANCE WITH

TRENCH RESTORATION DETAIL. UNLESS OTHERWISE NOTED.

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

1 2

M A

T C

H L

R E

T O

D W

G C

-1

PAVED

APPROACH

20+30 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+30

PROPOSED ROAD GRADE

HP SPOT EL 1735.75

15" RCP

PROPOSED MH-9

STA 20+55

TOP 1730.93

INV IN 1724.50 (8")

INV OUT 1724.40 (8")

PROPOSED MH-10

STA 22+79

TOP 1734.32

INV OUT 1725.05 (8")

PROPOSED MH-11

STA 24+18

TOP 1734.60

INV OUT 1728.40 (8")

PROPOSED MH-12

STA 24+95

TOP 1733.44

INV IN 1726.93 (8")

INV OUT 1726.80 (8")

220 LF of 8" PVC @ 0.25%

71 LF of 8" PVC @ 2.07%

56 LF of 8" PVC @ 1.87%

CO CO CO

COCOCO

PROPOSED MH-11

STA 24+18

TOP 1734.60

INV OUT 1728.40 (8")

PROPOSED MH-10

STA 22+79

TOP 1734.32

INV OUT 1725.05 (8")

PROPOSED MH-12

STA 24+95

TOP 1733.44

INV IN 1726.93 (8")

INV OUT 1726.80 (8")

OxB WpB

220 LF of 8" PVC @ 0.25%

71 LF of 8" PVC @ 2.07%

56 LF of 8" PVC @ 1.87%

PROPOSED MH-9

STA 20+55

TOP 1730.93

INV IN 1724.50 (8")

INV OUT 1724.40 (8")

FES1

INV = 1727.50

TYPE D ENDWALL

INV = 1728.22

CULVERT 1

42 LF OF 15" RCP

@ 1.71%

20 LF OF 15" RCP

INV 1729.60

INV 1729.70

PAVEMENT

RECONSTRUCTION

FLEXAMAT OUTFALL

PROTECTION

CHANNEL 3

CHANNEL 4

HP SPOT EL 1735.75

CHANNEL 3

20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40

24+60

24+80

25+00 25+20

25+40

25+60

C-502

C-501

O S

D R

A N

D P

R O

Scale:2 1" = 20'-0"

PAXINOS DRIVE PROFILE (STA 20+30 TO STA 25+30)

1" = 2'-0"

Scale:1 1" = 20'-0"

PAXINOS DRIVE PLAN (STA 20+30 TO STA 25+30)

00 20' 40'

MATCH L

E R

EFE

R T O D

W G C

-1

4629.008.004

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Mar. 12, 2026 H:\0004629.008\04-CAD\SheetFiles\Combined Project\C-105.dwgLa st

E di te d by : m hi es te r

O W

D L

C O

M M

U N

N , I

N C

O O

G H

T O

W N

, M O

N R

O E

C O

U N

, P

N O

S D

D L

H D

C-105

KLG

EDM

AS NOTED

/1 3/

3 (TYP)

4(TYP)

(TYP)

NOTE:

CONTRACTOR IS RESPONSIBLE TO INSTALL

TEMPORARY AND PERMANENT SWALE LININGS

PER THE E&S PLANS. REFER TO E & S PLANS

FOR CHANNEL DIMENSIONS AND DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONTRACTOR TO SCARIFY EXISTING GRAVEL SURFACE AND EVENLY

GRADE PRIOR TO NEW ROADWAY CONSTRUCTION.

2. CONTRACTOR TO PROOFROLL EXISTING ROADWAY AND OVEREXCAVATE

AND REPLACE SOFT SUBGRADE MATERIAL.

3. CONTRACTOR TO RESTORE/REPAIR PRIVATE DRIVEWAY CONNECTION TO

RECONSTRUCTED ROAD.

4. CONTRACTOR TO PROVIDE 10'-0" GRAVEL TRANSITION TO NEW PAVEMENT.

COMPRISED OF PROPERLY COMPACTED 2A STONE.

5. SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. OPEN PIPE ENDS TO

BE PLUGGED AND GROUTED SHUT.

6. EXISTING MANHOLES SHALL BE ABANDONED IN PLACE. TOP SECTION AND

FRAME AND COVER SHALL BE REMOVED. RETURN FRAME AND COVER TO

OWNER. PLUG OUTGOING PIPE AND FILL MANHOLE BASE WITH CONCRETE

TO A POINT MINIMUM FOUR INCHES ABOVE THE TOP OF THE INCOMING

PIPE. FILL REMAINDER OF MANHOLE WITH STRUCTURAL FILL AND COVER

MANHOLE WITH 8 OZ GEOTEXTILE. BACKFILL IN ACCORDANCE WITH

TRENCH RESTORATION DETAIL. UNLESS OTHERWISE NOTED.

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

1 2

M A

T C

H L

R E

T O

D W

G C

-1

PAVED

APPROACH

25+30 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+30

PROPOSED ROAD GRADE PROPOSED ROAD GRADE

PROPOSED MH-13

STA 25+58

TOP 1733.06

INV IN 1725.75 (8")

INV OUT 1725.70 (8")

38 LF of 15" RCP @ 1.18%

PROPOSED MH-14

STA 26+20

TOP 1733.00

INV IN 1724.80 (8")

INV OUT 1724.75 (8")

PROPOSED MH-17

STA 29+35

TOP 1734.50

INV OUT 1725.55 (8")

PROPOSED MH-15

STA 27+59

TOP 1733.50

INV IN 1723.50 (8")

INV OUT 1723.50 (8")

PROPOSED MH-16

STA 28+60

TOP 1734.00

INV IN 1722.91 (8")

INV OUT 1722.91 (8")

56 LF of 8" PVC @ 1.61%

134 LF of 8" PVC @ 0.93%

96 LF of 8" PVC @ 0.61%

322 LF of 8" PVC @ 0.45%

(TBR)

C-501

C O

CO CO

PROPOSED MH-17

STA 29+35

TOP 1734.50

INV OUT 1725.55 (8")

PROPOSED MH-12

PROPOSED MH-14

STA 26+20

TOP 1733.00

INV IN 1724.80 (8")

INV OUT 1724.75 (8")

PROPOSED

INV IN (8") = 1722.81 (W)

of 8"

PVC @

56 LF of 8" PVC @ 1.61%

134 LF of 8" PVC @ 0.93% 96 LF of 8" PVC @ 0.61%

15 LF of 8" PVC @ 1.01%

WpB

FES2

INV = 1729.63

TYPE DW ENDWALL

W/ TRASH SCREEN

INV 1729.82

CULVERT 2

35 LF OF 15" RCP @ 0.5%

PAVEMENT

RECONSTRUCTION

(TO BE PLUGGED)

CHANNEL 4

C-501

24+80

25+20

+40

25+60

25+80 26+00 26+20

26+40 26+60 26+80 27+00 27+20

27+40

27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20

C-502

PROPOSED MH-16

STA 28+60

TOP 1734.00

INV IN 1722.91 (8")

INV OUT 1722.91 (8")

PROPOSED MH-15

STA 27+59

TOP 1733.50

INV IN 1723.50 (8")

INV OUT 1723.50 (8")

PROPOSED MH-13

STA 25+58

TOP 1733.06

INV IN 1725.75 (8")

INV OUT 1725.70 (8")

FLEXAMAT OUTFALL

PROTECTION

C-502

O S

D R

A N

D P

R O

Scale:2 1" = 20'-0"

PAXINOS DRIVE PROFILE (STA 25+30 TO STA 30+30)

1" = 2'-0"

Scale:1 1" = 20'-0"

PAXINOS DRIVE PLAN (STA 25+30 TO STA 30+30)

00 20' 40'

4629.008.004

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Mar. 12, 2026 H:\0004629.008\04-CAD\SheetFiles\Combined Project\C-106.dwgLa st

E di te d by : m hi es te r

O W

D L

C O

M M

U N

N , I

N C

O O

G H

T O

W N

, M O

N R

O E

C O

U N

, P

N O

S D

D L

H D

C-106

KLG

EDM

AS NOTED

/1 3/

M A

T C

H L

R E

T O

D W

G C

-1

(TYP)

4 (TYP)

(TYP)

NOTE:

CONTRACTOR IS RESPONSIBLE TO INSTALL

TEMPORARY AND PERMANENT SWALE LININGS

PER THE E&S PLANS. REFER TO E & S PLANS

FOR CHANNEL DIMENSIONS AND DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONTRACTOR TO SCARIFY EXISTING GRAVEL SURFACE AND EVENLY

GRADE PRIOR TO NEW ROADWAY CONSTRUCTION.

2. CONTRACTOR TO PROOFROLL EXISTING ROADWAY AND OVEREXCAVATE

AND REPLACE SOFT SUBGRADE MATERIAL.

3. CONTRACTOR TO RESTORE/REPAIR PRIVATE DRIVEWAY CONNECTION TO

RECONSTRUCTED ROAD.

4. CONTRACTOR TO PROVIDE 10'-0" GRAVEL TRANSITION TO NEW PAVEMENT.

COMPRISED OF PROPERLY COMPACTED 2A STONE.

5. SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. OPEN PIPE ENDS TO

BE PLUGGED AND GROUTED SHUT.

6. EXISTING MANHOLES SHALL BE ABANDONED IN PLACE. TOP SECTION AND

FRAME AND COVER SHALL BE REMOVED. RETURN FRAME AND COVER TO

OWNER. PLUG OUTGOING PIPE AND FILL MANHOLE BASE WITH CONCRETE

TO A POINT MINIMUM FOUR INCHES ABOVE THE TOP OF THE INCOMING

PIPE. FILL REMAINDER OF MANHOLE WITH STRUCTURAL FILL AND COVER

MANHOLE WITH 8 OZ GEOTEXTILE. BACKFILL IN ACCORDANCE WITH

TRENCH RESTORATION DETAIL. UNLESS OTHERWISE NOTED.

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

1 2

MATCH LINE REFER TO DW

G C-105

X L.P. 1732.5

CONTRACTOR TO

MAINTAIN POSITIVE

SLOPE ON CHANNEL

X L.P. 1732.5

PAVED

APPROACH6

CO CO CO

CO CO

S S

322 LF of 8" PVC @ 0.45% 204 LF of 8" PVC @ 0.36%

PAVEMENT

RECONSTRUCTION

30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00

PROPOSED MH-18

STA 32+61

TOP 1733.50

INV IN 1724.09 (8")

INV OUT 1723.89 (8")

PROPOSED MH-19

STA 34+69

TOP 1730.58

INV IN 1723.15 (8")

INV OUT 1722.95 (8")

30+30 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00 35+10

PROPOSED ROAD GRADE

PROPOSED MH-19

STA 34+69

TOP 1730.58

INV IN 1723.15 (8")

INV OUT 1722.95 (8")

PROPOSED MH-18

STA 32+61

TOP 1733.50

INV IN 1724.09 (8")

INV OUT 1723.89 (8")

322 LF of 8" PVC @ 0.45%

204 LF of 8" PVC @ 0.36%

O S

D R

A N

D P

R O

Scale:2 1" = 20'-0"

PAXINOS DRIVE PROFILE (STA 30+30 TO STA 35+10)

1" = 2'-0"

Scale:1 1" = 20'-0"

PAXINOS DRIVE PLAN (STA 30+30 TO STA 35+10)

00 20' 40'

4629.008.004

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Mar. 12, 2026 H:\0004629.008\04-CAD\SheetFiles\Combined Project\C-107.dwgLa st

E di te d by : m hi es te r

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C-107

KLG

EDM

AS NOTED

/1 3/

M A

T C

H L

R E

T O

D W

G C

-1

M A

T C

H L

R E

T O

D W

G C

-1

3(TYP)

(TYP)

NOTE:

CONTRACTOR IS RESPONSIBLE TO INSTALL

TEMPORARY AND PERMANENT SWALE LININGS

PER THE E&S PLANS. REFER TO E & S PLANS

FOR CHANNEL DIMENSIONS AND DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONTRACTOR TO SCARIFY EXISTING GRAVEL SURFACE AND EVENLY

GRADE PRIOR TO NEW ROADWAY CONSTRUCTION.

2. CONTRACTOR TO PROOFROLL EXISTING ROADWAY AND OVEREXCAVATE

AND REPLACE SOFT SUBGRADE MATERIAL.

3. CONTRACTOR TO RESTORE/REPAIR PRIVATE DRIVEWAY CONNECTION TO

RECONSTRUCTED ROAD.

4. CONTRACTOR TO PROVIDE 10'-0" GRAVEL TRANSITION TO NEW PAVEMENT.

COMPRISED OF PROPERLY COMPACTED 2A STONE.

5. SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. OPEN PIPE ENDS TO

BE PLUGGED AND GROUTED SHUT.

6. EXISTING MANHOLES SHALL BE ABANDONED IN PLACE. TOP SECTION AND

FRAME AND COVER SHALL BE REMOVED. RETURN FRAME AND COVER TO

OWNER. PLUG OUTGOING PIPE AND FILL MANHOLE BASE WITH CONCRETE

TO A POINT MINIMUM FOUR INCHES ABOVE THE TOP OF THE INCOMING

PIPE. FILL REMAINDER OF MANHOLE WITH STRUCTURAL FILL AND COVER

MANHOLE WITH 8 OZ GEOTEXTILE. BACKFILL IN ACCORDANCE WITH

TRENCH RESTORATION DETAIL. UNLESS OTHERWISE NOTED.

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

CO CO

PROPOSED MH-22

STA 39+31

TOP 1720.29

INV IN 1712.40 (8")

INV OUT 1712.20 (8")

314 LF of 8" PVC @ 2.02%

76 LF of 8" PVC @ 2.57%

of 8"

PAVEMENT

RECONSTRUCTION

35+20 35+40 35+60 35+80 36+00 36+20 36+40 36+60 36+80 37+00

37+20 37+40 37+60 37+80 38+00 38+20

38+40

38+60

C-501

PROPOSED MH-20

STA 37+87

TOP 1722.58

INV IN 1716.60 (8")

INV OUT 1716.40 (8")

PROPOSED MH-21

STA 38+65

TOP 1721.26

INV IN 1714.45 (8")

INV OUT 1714.25 (8")

35+10 35+20 35+40 35+60 35+80 36+00 36+20 36+40 36+60 36+80 37+00 37+20 37+40 37+60 37+80 38+00 38+20 38+40 38+60 38+80 39+00 39+20

PROPOSED ROAD GRADE

PROPOSED MH-20

STA 37+87

TOP 1722.58

INV IN 1716.60 (8")

INV OUT 1716.40 (8")

PROPOSED MH-21

STA 38+65

TOP 1721.26

INV IN 1714.45 (8")

INV OUT 1714.25 (8")

314 LF of 8" PVC @ 2.02%

76 LF of 8" PVC @ 2.57%

66 LF of 8" PVC @ 2.80%

O S

D R

A N

D P

R O

O S

Scale:2 1" = 20'-0"

PAXINOS DRIVE PROFILE (STA 35+10 TO STA 39+20)

1" = 2'-0"

Scale:1 1" = 20'-0"

PAXINOS DRIVE PLAN (STA 35+10 TO STA 39+20)

00 20' 40'

4629.008.004

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Mar. 12, 2026 H:\0004629.008\04-CAD\SheetFiles\Combined Project\C-108.dwgLa st

E di te d by : m hi es te r

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C O

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C-108

KLG

EDM

AS NOTED

/1 3/

MATCH LINE REFER TO DWG C-109

M A

T C

H L

R E

T O

D W

G C

-1

3(TYP)

6(TYP) (TYP)

NOTE:

CONTRACTOR IS RESPONSIBLE TO INSTALL

TEMPORARY AND PERMANENT SWALE LININGS

PER THE E&S PLANS. REFER TO E & S PLANS

FOR CHANNEL DIMENSIONS AND DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONTRACTOR TO SCARIFY EXISTING GRAVEL SURFACE AND EVENLY

GRADE PRIOR TO NEW ROADWAY CONSTRUCTION.

2. CONTRACTOR TO PROOFROLL EXISTING ROADWAY AND OVEREXCAVATE

AND REPLACE SOFT SUBGRADE MATERIAL.

3. CONTRACTOR TO RESTORE/REPAIR PRIVATE DRIVEWAY CONNECTION TO

RECONSTRUCTED ROAD.

4. CONTRACTOR TO PROVIDE 10'-0" GRAVEL TRANSITION TO NEW PAVEMENT.

COMPRISED OF PROPERLY COMPACTED 2A STONE.

5. SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. OPEN PIPE ENDS TO

BE PLUGGED AND GROUTED SHUT.

6. EXISTING MANHOLES SHALL BE ABANDONED IN PLACE. TOP SECTION AND

FRAME AND COVER SHALL BE REMOVED. RETURN FRAME AND COVER TO

OWNER. PLUG OUTGOING PIPE AND FILL MANHOLE BASE WITH CONCRETE

TO A POINT MINIMUM FOUR INCHES ABOVE THE TOP OF THE INCOMING

PIPE. FILL REMAINDER OF MANHOLE WITH STRUCTURAL FILL AND COVER

MANHOLE WITH 8 OZ GEOTEXTILE. BACKFILL IN ACCORDANCE WITH

TRENCH RESTORATION DETAIL. UNLESS OTHERWISE NOTED.

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

39+20 39+40 39+60 39+80 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 43+00 43+20 43+40

PROPOSED ROAD GRADE

PROPOSED MH-24

STA 42+00

TOP 1716.73

INV IN 1708.42 (8") (NW)

INV IN 1708.38 (8") (NE)

INV OUT 1708.37 (8") (SE)

PROPOSED MH-23

STA 40+01

TOP 1719.46

INV IN 1711.20 (8")

INV OUT 1711.00 (8")

PROPOSED MH-22

STA 39+31

TOP 1720.29

INV IN 1712.40 (8")

INV OUT 1712.20 (8")

66 LF of 8" PVC @ 1.52%

196 LF of 8" PVC @ 1.31%

C O

CO CO

PROPOSED MH-22

STA 39+31

TOP 1720.29

INV IN 1712.40 (8")

INV OUT 1712.20 (8")

S S

PROPOSED MH-24

STA 42+00

TOP 1716.73

INV IN 1708.42 (8") (NW)

INV IN 1708.38 (8") (NE)

INV OUT 1708.37 (8") (SE)

66 LF of 8" PVC @ 2.80%

66 LF of 8" PVC @ 1.52% 196 LF of 8" PVC @ 1.31%

WpB

FES 3

INV 1713.67

TYPE DW ENDWALL

W/ TRASH SCREEN

INV 1714.58

CULVERT 3

43 LF OF 18" RCP @ 2.12%

PAVEMENT

RECONSTRUCTION

(TBR)

CHANNEL 5

MILL AND OVERLAY

INTERSECTION

CHANNEL 5

38+80

39+00

39+20 39+40

39+60 39+80

40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20

42+40 42+60 42+80 43+00 43+20 43+40

C-501

C-502

PROPOSED MH-23

STA 40+01

TOP 1719.46

INV IN 1711.20 (8")

INV OUT 1711.00 (8")

C-501

FLEXAMAT OUTFALL

PROTECTION

C-502

O S

D R

A N

D P

R O

O S

Scale:2 1" = 20'-0"

PAXINOS DRIVE PROFILE (STA 39+20 TO STA 43+40)

1" = 2'-0"

Scale:1 1" = 20'-0"

PAXINOS DRIVE PLAN (STA 39+20 TO STA 43+40)

00 20' 40'

4629.008.004

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Mar. 12, 2026 H:\0004629.008\04-CAD\SheetFiles\Combined Project\C-109.dwgLa st

E di te d by : m hi es te r

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H D

C-109

KLG

EDM

AS NOTED

/1 3/

D W

G C-

3(TYP)6

NOTE:

CONTRACTOR IS RESPONSIBLE TO INSTALL

TEMPORARY AND PERMANENT SWALE LININGS

PER THE E&S PLANS. REFER TO E & S PLANS

FOR CHANNEL DIMENSIONS AND DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONTRACTOR TO SCARIFY EXISTING GRAVEL SURFACE AND EVENLY

GRADE PRIOR TO NEW ROADWAY CONSTRUCTION.

2. CONTRACTOR TO PROOFROLL EXISTING ROADWAY AND OVEREXCAVATE

AND REPLACE SOFT SUBGRADE MATERIAL.

3. CONTRACTOR TO RESTORE/REPAIR PRIVATE DRIVEWAY CONNECTION TO

RECONSTRUCTED ROAD.

4. CONTRACTOR TO PROVIDE 10'-0" GRAVEL TRANSITION TO NEW PAVEMENT.

COMPRISED OF PROPERLY COMPACTED 2A STONE.

5. SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. OPEN PIPE ENDS TO

BE PLUGGED AND GROUTED SHUT.

6. EXISTING MANHOLES SHALL BE ABANDONED IN PLACE. TOP SECTION AND

FRAME AND COVER SHALL BE REMOVED. RETURN FRAME AND COVER TO

OWNER. PLUG OUTGOING PIPE AND FILL MANHOLE BASE WITH CONCRETE

TO A POINT MINIMUM FOUR INCHES ABOVE THE TOP OF THE INCOMING

PIPE. FILL REMAINDER OF MANHOLE WITH STRUCTURAL FILL AND COVER

MANHOLE WITH 8 OZ GEOTEXTILE. BACKFILL IN ACCORDANCE WITH

TRENCH RESTORATION DETAIL. UNLESS OTHERWISE NOTED.

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

1 2

REMOVE EXISTING SANITARY

MAIN AS NECESSARY FOR

INSTALLATION OF NEW

SANITARY SEWER

MoBWyC

INV IN=1575.41

20 LF OF 3'X5'

BOX CULVERT

STREAM INV IN- 1581.21

STREAM INV OUT- 1580.67

C-501

PROPOSED LIFT PUMP LOCATION

HEADWALL

ROADWAY IMPROVEMENTS

(SEE CROSS SECTION DETAIL)

MAINTAIN EXISTING

GRAVEL SHOULDER

(1'-0" WIDE)

10'-0" GRAVEL

TRANSITION

MILL AND OVERLAY

EXISTING DRIVEWAY

AS NEEDED

ROADWAY

MAINTENANCE AREA

REMOVE EXISTING SANITARY

MAIN AS NEEDED

(TO BE REMOVED)

UGE UGE UGE UGE

177 LF of 10" PVC @ 9.26%

-0+21

-0+20 0+00 0+20 0+40 0+60 0+80 1+00

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40

PROPOSED CB-3

STORM STA 3+84

TYPE M W/ TYPE 4 INLET BOX

TOP 1579.03

INV IN 1570.20 (36")

INV OUT 1570.00 (36")

SUMP INV 1569.00

PROPOSED CB-2

STORM STA 2+03

TYPE M W/ TYPE 4 INLET BOX

TOP 1564.50

INV IN 1559.95 (36")

INV OUT 1559.75 (36")

SUMP INV 1558.75

PROPOSED TYPE DW ENDWALL

STA 0+05

INV OUT 1557.99 (42")

PROPOSED SW MH-1

STA 0+29

PADOT TYPE 7

TOP 1562.95

INV IN 1558.24 (36")

INV OUT 1558.24 (42")

21 LF of 42" RCP @ 1.19%

169 LF of 36" RCP @ 0.89% 179 LF of 36" RCP @ 5.61% 119 LF of 36" RCP @ 5.98%

177 LF of 10" PVC @ 9.26%

INV OUT 1580.30 (10") (NW)

121 LF of 10" PVC @ 3.52%

0+00 0+20 0+40 0+60 0+80

23 LF OF 42" RCP @ 1.04%

7 L

F of

" P

VC @

U S

A 1+

PROPOSED GRADE

PROPOSED GRADE PROPOSED GRADE

0+00 0+20 0+40 0+60 0+80 1+00 1+20

1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40

3+40 3+60 3+80 4+00 4+20 4+40

121 LF of 10" PVC @ 3.52%

0+00 0+20 0+40 0+60 0+80 0+90

INV IN=1575.41

H D

-0

+4 0)

Scale:1 1" = 20'-0"

LEHIGH DRIVE PLAN (STA -0+21 TO STA 4+40)

00 20' 40'

M A

T C

H L

R E

T O

D W

G C

-2

Scale:2 1" = 20'-0"

LEHIGH DRIVE PROFILE (STA 0+00 TO STA 4+40)

1" = 2'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONTRACTOR TO SCARIFY EXISTING GRAVEL SURFACE AND EVENLY

GRADE PRIOR TO NEW ROADWAY CONSTRUCTION.

2. CONTRACTOR TO PROOFROLL EXISTING ROADWAY AND OVEREXCAVATE

AND REPLACE SOFT SUBGRADE MATERIAL.

3. CONTRACTOR TO RESTORE/REPAIR PRIVATE DRIVEWAY CONNECTION TO

RECONSTRUCTED ROAD AT ALL IMPACTED DRIVEWAYS, INCLUDING

RAISING EXISTING GRADE TO MEET NEW ROAD ELEVATION. CONTRACTOR

TO RESTORE DRIVEWAYS AND CULVERT PIPES DISTURBED BY

INSTALLATION OF STORM SEWER COLLECTION PIPE SYSTEM.

4. CONTRACTOR TO PROVIDE 10'-0" GRAVEL TRANSITION TO NEW PAVEMENT.

5. SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. EXCEPT WHERE

NOTED TO BE REMOVED. OPEN PIPE ENDS TO BE PLUGGED AND GROUTED

SHUT.

6. EXISTING MANHOLES SHALL BE ABANDONED IN PLACE. TOP SECTION AND

FRAME AND COVER SHALL BE REMOVED. RETURN FRAME AND COVER TO

OWNER. PLUG OUTGOING PIPE AND FILL MANHOLE BASE WITH CONCRETE

TO A POINT MINIMUM FOUR INCHES ABOVE THE TOP OF THE INCOMING

PIPE. FILL REMAINDER OF MANHOLE WITH STRUCTURAL FILL AND COVER

MANHOLE WITH 8 OZ GEOTEXTILE. BACKFILL IN ACCORDANCE WITH

TRENCH RESTORATION DETAIL. UNLESS OTHERWISE NOTED.

7. REFER TO DRAWINGS C-301 THRU C-307 FOR PROFILE OF PROPOSED

STORM SEWER PIPE.

8. REFER TO JOINT PERMIT PLANS FOR BOX CULVERT AND SANITARY

LATERAL DETAILS.

9. CONTRACTOR TO CONDUCT SOFT DIG AT PROPOSED CROSSING OF

EXISTING FORCE MAIN TO CONFIRM DEPTHS, PRIOR TO INSTALLATION.

NOTIFY OWNER/ENGINEER OF DISCREPANCIES.

PROPOSED ROADWAY

CENTERLINE GRADE

1 2

PROPOSED ROADWAY

CENTERLINE GRADE

4629.008.004

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Mar. 12, 2026 H:\0004629.008\04-CAD\SheetFiles\Combined Project\C-201.dwgLa st

E di te d by : m hi es te r

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D L

H D

C-201

KLG

EDM

AS NOTED

/1 3/

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

1 2

C-501

Scale:3 1" = 20'-0"

(STA 0+00 TO STA 0+90)

ROCK BOX LINE PROFILE

1" = 2'-0"

PROPOSED

MAINTENANCE

LINE

COCO

CO CO CO

CO(TBR)

(TBR) (TBR)

(TBR)

MoB

18 LF OF 3'X5'

BOX CULVERT

STREAM INV IN - 1588.19

STREAM INV OUT - 1587.85

20 LF OF 3'X5' BOX CULVERT

STREAM INV IN - 1593.40

STREAM INV OUT - 1593.19

20 LF OF 3'X5' BOX CULVERT

STREAM INV IN - 1594.61

STREAM INV OUT - 1594.10

C-501

HEADWALL

HEADWALL HEADWALL HEADWALL

HEADWALL

ROADWAY IMPROVEMENTS

(SEE CROSS SECTION DETAIL)

MAINTAIN EXISTING

GRAVEL SHOULDER

(1'-0" WIDE)

ROADWAY

MAINTENANCE AREA

REMOVE SEGMENT OF EXISTING SANITARY

PIPE AS NECESSARY FOR NEW SANITARY

MAIN INSTALLATION.PLUG AND GROUT SHUT

OPEN ENDS OF SANITARY PIPE

(REMOVE AS NEEDED

FOR BOX CULVERT

INSTALLATION)

REMOVE SEGMENT OF EXISTING SANITARY

PIPE AS NECESSARY FOR NEW SANITARY

MAIN INSTALLATION.PLUG AND GROUT SHUT

OPEN ENDS OF SANITARY PIPE

16001595

UGE

277 LF of 10" PVC @ 5.74% 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00

4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40

PROPOSED MH-2

SANITARY STA 1+59

TOP 1588.22

INV IN 1581.92 (10") (SE)

INV OUT 1581.72 (10") (NW)

INV OUT 1581.72 (10") (SW)

PROPOSED MH-3A

STA 0+36

TOP 1615.29

INV IN 1603.90 (8") (SW)

INV OUT 1603.70 (8") (NE)

120 LF of 10" RCP @ 3.95%

37 LF of 8" RCP @ 0.55%

PROPOSED MH-3

SANITARY STA 5+64

TOP 1615.36

INV IN 1610.44 (10") (SE)

INV IN 1603.50 (8") (SW)

INV OUT 1602.90 (10") (NW)

PROPOSED CB-4

STORM STA 5+04

STANDARD TYPE M INLET

TOP 1587.19

INV IN 1577.58 (36")

INV OUT 1577.28 (36")

SUMP INV 1576.28

PROPOSED CB-5

STORM STA 7+42

STANDARD TYPE M INLET

TOP 1601.00

INV IN 1595.70 (36")

INV OUT 1595.50 (36")

SUMP INV 1594.50

PROPOSED MH-2A

SANITARY STA 4+40

TOP 1604.64

INV IN 1598.17 (10") (SE)

INV OUT 1597.82 (10") (NW)

237 LF of 36" RCP @ 7.58% 208 LF of 36" RCP @ 8.82%

PROPOSED MH 1

STA 1+59

TOP 1586.50

INV IN 1580.40 (10") (NE)

INV OUT 1580.30 (10") (NW)

ROCK BOX

TOP 1586.0

INV IN 1580.00

INV OUT 1579.67

1+58

0+80 1+00 1+20

4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00

6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00

8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40

PROPOSED MH-3

SANITARY STA 5+64

TOP 1615.36

INV IN 1610.44 (10")

INV IN 1603.50 (8")

INV OUT 1602.90 (10")

PROPOSED MH-2A

SANITARY STA 4+40

TOP 1604.64

INV IN 1598.17 (10")

INV OUT 1597.82 (10")

120 LF of 10" PVC @ 3.95%

277 LF of 10" PVC @ 5.74%

PROPOSED MH-2

SANITARY STA 1+59

TOP 1588.22

INV IN 1581.92 (10")

INV OUT 1581.72 (10")

(TBR)

(E) (S) (W)

PROPOSED GRADE

0+90 1+00 1+20 1+40 1+58

ROCK BOX

RIM=1586.00

INV IN=1580.00

INV OUT=1579.67

PROPOSED MH 1

STA 1+59

TOP 1586.50

INV IN 1580.40 (10")

INV OUT 1580.30 (10")

PROPOSED MH-2

STA 1+59

TOP 1588.22

INV IN 1581.92 (10")

INV OUT 1581.72 (10")

19 LF of 10" PVC @ 6.95%

5 LF of 10" PVC @ 8.64% 121 LF of 10" PVC @ 3.52%

H D

+4 0)

Scale:1 1" = 20'-0"

LEHIGH DRIVE PLAN (STA 4+40 TO STA 9+40)

00 20' 40'

M A

T C

H L

R E

T O

D W

G C

-2

M A

T C

H L

R E

T O

D W

G C

-2

Scale:2 1" = 20'-0"

LEHIGH DRIVE PROFILE (STA 4+40 TO STA 9+40)

1" = 2'-0"

MATCH LINE REFER TO DWG C-207

1 2

1 2 1 2

GENERAL SHEET NOTES

SHEET KEYNOTES

PROPOSED ROADWAY

CENTERLINE GRADE

PROPOSED ROADWAY

CENTERLINE GRADE

PROPOSED ROADWAY

CENTERLINE GRADE

1. CONTRACTOR TO SCARIFY EXISTING GRAVEL SURFACE AND EVENLY

GRADE PRIOR TO NEW ROADWAY CONSTRUCTION.

2. CONTRACTOR TO PROOFROLL EXISTING ROADWAY AND OVEREXCAVATE

AND REPLACE SOFT SUBGRADE MATERIAL.

3. CONTRACTOR TO RESTORE/REPAIR PRIVATE DRIVEWAY CONNECTION TO

RECONSTRUCTED ROAD AT ALL IMPACTED DRIVEWAYS, INCLUDING

RAISING EXISTING GRADE TO MEET NEW ROAD ELEVATION. CONTRACTOR

TO RESTORE DRIVEWAYS AND CULVERT PIPES DISTURBED BY

INSTALLATION OF STORM SEWER COLLECTION PIPE SYSTEM.

4. CONTRACTOR TO PROVIDE 10'-0" GRAVEL TRANSITION TO NEW PAVEMENT.

5. SANITARY SEWER MAIN TO BE ABANDONED IN PLACE. EXCEPT WHERE

NOTED TO BE REMOVED. OPEN PIPE ENDS TO BE PLUGGED AND GROUTED

SHUT.

6. EXISTING MANHOLES SHALL BE ABANDONED IN PLACE. TOP SECTION AND

FRAME AND COVER SHALL BE REMOVED. REMAND FRAME AND COVER TO

OWNER. PLUG OUTGOING PIPE AND FILL MANHOLE BASE WITH CONCRETE

TO A POINT MINIMUM FOUR INCHES ABOVE THE TOP OF THE INCOMING

PIPE. FILL REMAINDER OF MANHOLE WITH STRUCTURAL FILL AND COVER

MANHOLE WITH 8 OZ GEOTEXTILE. BACKFILL IN ACCORDANCE WITH

TRENCH RESTORATION DETAIL. UNLESS OTHERWISE NOTED.

7. REFER TO DRAWINGS C-301 THRU C-307 FOR PROFILE OF PROPOSED

STORM SEWER PIPE.

8. REFER TO JOINT PERMIT PLANS FOR BOX CULVERT AND SANITARY

LATERAL DETAILS.

4629.008.004

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

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E di te d by : m hi es te r

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C-202

KLG

EDM

AS NOTED

/1 3/

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX & MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING CONVENTIONS AND LEGENDS.

3. REFER TO DRAWING G-101 FOR PAXINOS DRIVE INDEX PLAN.

4. REFER TO DRAWING G-201 FOR LEHIGH DRIVE INDEX PLAN.

6 6

Scale:3 1" = 20'-0"

(STA 0+90 TO STA 1+56)

ROCK BOX LINE PROFILE

1" = 2'-0"

SANITARY

VALVE (N.C.)

SANITARY

VALVE (N.O.) 4

C-503

PROPOSED

MAINTENANCE LINE

36" STORM

OxB

MoB

OxB

MoB

OxB

MoB

CO CO CO CO

CO CO CO CO CO

C-501

10'-0" GRAVEL

TRANSITION

ROADWAY IMPROVEMENTS

(SEE CROSS SECTION DETAIL)

MAINTAIN EXISTING

GRAVEL SHOULDER

(1'-0" WIDE)

ROADWAY

MAINTENANCE AREA PROTECT AND SUPPORT

EXISTING SANITARY LINE

DURING CONSTRUCTION

OF STORM SEWER MAIN

S 274 LF of 10"…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 16, 2026.