W912P620B0006_480065_Porter_County_Stormwater_Improvements_RTA_PLANS(07-Aug-20).pdf

PDF 16 MB Posted Aug 7, 2020

Attached to: PORTER COUNTY STORM SEWER IMPROVEMENTS - SECTION 219, VALPARAISO, PORTER COUNTY, INDIANA (USACE ACQUISITION)
Solicitation number: W912P620B0006
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation notice seeks bids for a construction project to improve storm sewer infrastructure in Porter County, Indiana. Under solicitation number W912P620B0006, the United States Army Corps of Engineers Chicago District will acquire construction services for improvements to approximately 800 linear feet of roadside ditch and 1,200 linear feet of 54-inch storm sewer relief extending from the ditch to a flood control basin. The project aims to increase conveyance and eliminate the need for additional storm sewer along McCool Road near its intersection with Midway Drive in Valparaiso, Indiana. The estimated value of construction is between $1 million and $5 million. Bids are due by September 11, 2020. This acquisition is reserved exclusively for small businesses with a North American Industry Classification System code of 237110 and less than $39.5 million in annual revenues.

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Other files

File	Type	Posted
Amendment 0005 W912P620B0006 Porter County Storm Sewer Improvements.pdf	PDF	Sep 10, 2020
CONFORMED AMENDMENT 0004 W912P620B0006 VALPO INDIANA PORTER COUNTY SECT 219 PROJECT.pdf	PDF	Sep 7, 2020
CONFORMED AMENDMENT 0003 W912P620B0006 VALPO INDIANA PORTER COUNTY SECT 219 PROJECT.pdf	PDF	Sep 7, 2020
CONFORMED AMENDMENT NO 0002 W912P620B0006 - Porter County Sec 219 FY20.pdf	PDF	Aug 29, 2020
AMENDMENT NO 0001 IFB W912P620B0006 PORTER COUNTY W ATTENDANCE SHT.pdf	PDF	Aug 24, 2020
SOLICITATION AND PROJECT SPECIFICATIONS W912P620B0006 PorterCounty Old-SHavenStormwaterImprovements.pdf	PDF	Aug 7, 2020

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DATEENGINEER

EXPIRATION DATE: 07/31/2022

INDIANA REGISTRATION No. 10100872

JASON J. DURR, PE

LOCATION

PROJECT

NUMBER

SHEET TITLE

MIDWAY DRIVE - LINE 'PR-M'36.

MIDWAY DRIVE - LINE 'PR-M'35.

MIDWAY DRIVE - LINE 'PR-M'34.

MIDWAY DRIVE - LINE 'PR-M'33.

MIDWAY DRIVE - LINE 'PR-M' 32.

McCOOL ROAD - LINE 'PR-Mc'31.

SQUIRREL CREEK - LINE 'PR-D'30.

SQUIRREL CREEK - LINE 'PR-D'29.

CROSS SECTIONS

STRUCTURE DATA TABLE28.

CONSTRUCTION DETAILS27.

CONSTRUCTION DETAILS26.

CONSTRUCTION DETAILS25.

CONSTRUCTION DETAILS24.

CONSTRUCTION DETAILS23.

CONSTRUCTION DETAILS22.

CONSTRUCTION DETAILS21.

TEMPORARY EROSION CONTROL20.

TEMPORARY EROSION CONTROL19.

PAVEMENT MARKING PLAN18.

SQUIRREL CREEK PERMANENT SEEDING PLAN17.

MIDWAY DRIVE - LINE 'PR-M'16.

MIDWAY DRIVE - LINE 'PR-M'15.

McCOOL ROAD - LINE 'PR-Mc'14.

SQUIRREL CREEK - LINE 'PR-D'13.

SQUIRREL CREEK - LINE 'PR-D'12.

PLANS AND PROFILES

MIDWAY DRIVE - LINE 'PR-M'11.

McCOOL ROAD - LINE 'PR-Mc'10.

SQUIRREL CREEK - LINE 'PR-D'10.

EXISTING CONDITIONS AND REMOVAL PLANS

MAINTENANCE OF TRAFFIC PHASE 29.

MAINTENANCE OF TRAFFIC PHASE 18.

ALIGNMENT, TIES AND BENCHMARKS 7.

LINE 'PR-M' TYPICAL SECTIONS6.

LINE 'PR-Mc' TYPICAL SECTIONS5.

LINE 'PR-D' TYPICAL SECTIONS 4.

SUMMARY OF QUANTITIES3.

LEGEND AND GENERAL NOTES2.

LOCATION, VICINITY MAP AND SHEET INDEX1.

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(t) 219.663.3410

Crown Point, Indiana 46307

One Professional Center, Suite 314

PREPARED BY:

8/7/2020

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912P6-20-B-0006

07 AUGUST 2020

DETENTION EXPANSION PROJECT, PHASE II)

Chicago District

PORTER COUNTY, INDIANA

OLD SOUTH HAVEN STORMWATER IMPROVEMENTS

(SQUIRREL CREEK DIVERSION/MIDWAY DRIVE

STANDARD ABBREVIATIONS

HORIZONTAL & VERTICAL CONTROL POINT

HORIZONTAL CONTROL POINT

STATIONSTA.

DEGREE OF CURVED

DEFLECTION ANGLE

LENGTHL

RADIUSR

CENTER OF CURVATURECC

POINT OF CURVATUREPC

POINT OF ELEVATIONPI

VERT./HORIZ. ALIGNMENT ABBREVIATIONS

DEMOLITION GENERAL NOTES

TRAFFIC CONTROL NOTES

GENERAL NOTES

WORK POINTWP

WORK LIMITWL

WELL POINTSWLP

VERTICALV

VERIFY IN FIELDVIF

TYPICALTYP.

STEEL SHEET PILESSP

REINFORCED CONCRETE PIPERCP

PIPE SLOPES

NOT TO SCALENTS

NORTH AMERICAN VERTICAL DATUMNAVD

NATURAL WATER LINENWL

NATIONAL GEODETIC VERTICAL DATUMNGVD

MONITORING WELLMW

MINIMUMMIN

MANHOLEMH

LOCAL CONTROL PANELLCP

INDIANA DEPARTMENT OF TRANSPORTATIONINDOT

HORIZONTALH

HIGH WATER ELEVATIONHWL

GRATED MANHOLEG.M.H.

GRATE DRAING.D.

GRADE AT FOUNDATIONGF

FIRE HYDRANTFH

FINISH FLOORFF

EXTRACTION WELLEN

EXPANSION JOINTEJ

ELEVATIONELEV

ELECTRICAL MAN HOLEEMH

ELECTRICAL HAND HOLEEHH

DUCTILE IRON PIPED.I.P.

DIGITAL TERRAIN MODELDTM

DIAMETER AT BREAST HEIGHTDBH

DIAMETERDIA.

CORRUGATED METAL PIPECMP

CORPS OF ENGINEERSCOE

CONTRACTING OFFICER'S REPRESENTATIVECOR

CONSTRUCTION JOINTCJ

CENTERLINECL

CATCH BASINCB

ARMY CORPS OF ENGINEERSACOE

UTILITY CONTACTS

(219) 763-8045

PHIL MISECKO

SOUTH HAVEN ELEMENTARY SCHOOL

EMAIL: ELLEN.ASKREN@PORTAGE.K12.IN.US

PHONE: (219) 763-8080 X3/X6314

ELLEN ASKREN

PORTAGE TOWNSHIP SCHOOLS

PHONE: (219) 465-3570

RICH SEXTON

DEPARTMENT

PORTER COUNTY HIGHWAY

PHONE: (574) 320-8203

LARRY SMITH

COMCAST

CABLE

EMAIL: DIANA.SACKS@FTR.COM

PHONE: (219) 531-2118

DIANA SACKS

FRONTIER

TELEPHONE

EMAIL: ELLEN.DADO@AMWATER.COM

PHONE (317) 743-9184

ELLEN DADO

INDIANA AMERICAN WATER

WATER

EMAIL: MLLENTZ@AQUAAMERICA.COM

PHONE: (260)740-0005

MATT LENTZ

AQUA INDIANA, INC.

SANITARY SEWER

EMAIL: MWYATT@NISOURCE.COM

PHONE: (219) 647-4912

MICHELLE WYATT

NIPSCO

ELECTRIC

EMAIL: MCOWAN@NISOURCE.COM

PHONE: (219)384-6405

MELISSA COWAN

NIPSCO

GAS

LEGEND

12"

SPECIFICATIONS AND THE SPECIAL PROVISIONS.

PROPOSED STORM SEWER SYSTEM. THIS WORK SHALL PAID FOR IN ACCORDANCE WITH THE TECHNICAL

16. ANY EXISTING STORM SEWER AND SUMP PUMP CONNECTIONS ENCOUNTERED SHALL BE CONNECTED TO THE

LOCATION DETERMINED BY THE ENGINEER.

ITEMS SHALL BE STORED AND RESET UPON COMPLETION OF PROPOSED IMPROVEMENTS AT THE ORIGNIAL LOCATION OR AT A

15. ALL MAILBOXES, FENCES, SIGNS, ETC. SHOWN TO BE REMOVED SHALL BE SALVAGED, CLEANED AND ALL CONCRETE REMOVED.

CONSTRUCTION AREAS PRIOR TO START OF CONSTRUCTION IN ACCORDANCE WITH TECHNICAL SPECIFICATION NUMBERS TS113.

CONTRACTOR'S EXPENSE. THE CONTRACTOR IS REQUIRED TO VIDEOTAPE AND/OR PHOTOGRAPH ALL EXISTING STRUCTURES AND

14. ANY DAMAGE TO EXISTING STRUCTURES OR OBJECTS NOT SHOWN TO BE REMOVED OR REPLACED SHALL BE REPAIRED AT THE

COORDINATE THESE ACTIVITIES WITH THE HOME OWNERS AS DESCRIBED IN SECTION TS201 IN THE TECHNICAL SPECIFICATIONS.

STORED, AND REPLACED BY THE HOMEOWNER AT THE COST OF THE HOMEOWNER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

13. LANDSCAPING FEATURES WITHIN THE PUBLIC RIGHT OF WAY NOT SPECIFICALLY CALLED OUT FOR PROTECTION MAY BE SALVAGED, EROSION CONTROL MEASURES.

FENCE WITHOUT PERMISSION FROM THE OWNER OR ENGINEER IS STRICTLY PROHIBITED. THIS SHALL BE INCLUDED IN THE COST OF

12. ALL TREES TO REMAIN SHALL BE PROTECTED WITH SILT FENCE OR ORANGE CONSTRUCTION FENCES. CONSTRUCTION WITHIN THE

OF DEBRIS AT ALL TIMES.

11. THE CONTRACTOR SHALL ENSURE THAT ALL ADJOINING AREAS, INCLUDING ADJACENT STREETS AND DRIVEWAYS, SHALL BE FREE

DISPOSED AT AN OFFSITE LOCATION IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.

10. ALL EXISTING TREES, BRUSH, AND MISCELLANEOUS APPURTENANCES, SHOWN TO BE REMOVED SHALL BE REMOVED AND

9. ALL EXISTING UTILITIES ARE TO REMAIN IN SERVICE UNLESS SPECIFICALLY SHOWN TO BE REMOVED.

RESPECTIVE UTILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THIS WORK INCIDENTAL TO THE CONTRACT.

8. GAS, TELEPHONE AND ELECTRIC DISTRIBUTION SYSTEM REMOVALS, ADJUSTMENTS, AND / OR RELOCATIONS SHALL BE DONE BY

7. ALL UTILITIES NOTED TO REMAIN SHALL BE ADJUSTED TO THE FINAL GRADES AS PROVIDED ON THE PLAN AND PROFILE SHEETS.

FOR DISPOSAL OF PROJECT MATERIALS.

PROVIDED TO THE ENGINEER AND OWNER PRIOR TO THE START OF WORK. CONTRACTOR SHALL REVIEW SPEC SECTION 01 57 20

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS. A HAUL ROUTE TO THIS LOCATION SHALL BE

6. ALL CONSTRUCTION DEBRIS AND BUILDING MATERIALS SHALL BE REMOVED AND DISPOSED AT AN OFFSITE LOCATION IN

CONTRACT DOCUMENTS.

AND SHALL REPORT AT ONCE TO THE ENGINEER ANY DISCREPANCIES WITH RESPECT TO INFORMATION INDICATED IN THE

5. THE CONTRACTOR IS REQUIRED TO VERIFY THE LOCATION AND DEPTH OF EXISTING UTILITIES AND RELATED FEATURES

ENGINEER OF ANY DISCREPANCIES.

CONTRACTOR SHALL CALL I.U.P.P.S. PRIOR TO START OF DEMOLITION TO HAVE ALL EXISTING UTILITIES FIELD LOCATED. NOTIFY

RELOCATION OF ANY EXISTING UTILITY SERVICES, INCLUDING WATER, SEWER, GAS, ELECTRIC, TELEPHONE AND CABLE. THE

FOR THE EXACT LOCATIONS OF THE UTILITIES. THE CONTRACTOR SHALL ARRANGE FOR THE DISCONNECTION, PROTECTION OR

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO BEGINNING DEMOLITION WORK

COMMENCING WORK AND NOTIFY THE ENGINEER OR OWNER OF ANY DISCREPANCIES.

APRIL 2017 AND AVAILABLE RECORDS. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES SHOWN AND NOT SHOWN BEFORE

3. THIS PLAN WAS PREPARED FROM TOPOGRAPHIC SURVEY PREPARED BY THOMSON SURVEYING, LTD DATED

UTILITY DISCONNECT FEES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR DEMOLITION WORK AND ASSOCIATED

1. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS.

G E

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CONDUCTED FOR.

27. ANY SAW CUTTING PERFORMED ON THE PROJECT WILL BE INCIDENTAL TO THE PAY ITEM IN WHICH IT IS BEING

PRODUCTS THAT ARE PRODUCED IN THE UNITED STATES OF AMERICA.

26. ALL STEEL MUST MEET THE AMERICAN IRON AND STEEL (AIS) REQUIREMENTS TO USE IRON AND STEEL

TEMPORARY EROSION AND SEDIMENT CONTROL.

ACCORDANCE WITH THE APPROVED SWPPP, RULE 5, AND THE INDIANA STORMWATER QUALITY MANUAL, CONTRACTOR IS RESPONSIBLE FOR ALL SOIL EROSION AND SEDIMENT CONTROL USED ONSITE IN

25. SE/SC FEATURES SHOWN ON THE DRAWINGS ARE THE MINIMUM MEASURES REQUIRED AT THE SITE.

24. ALL OFFSET DIMENSIONS SHOWN ON THE PLANS ARE TO THE CENTER OF THE STRUCTURE.

HOMES, BUSINESSES, SCHOOLS, ETC. MUST BE MAINTAINED AT ALL TIMES AT NO EXTRA COST TO THE OWNER.

23. ROADWAYS MAY BE CLOSED FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS, HOWEVER, ACCESS TO

22. WORK LIMITS ARE SHOWN ON THE PLANS.

CONSTRUCTION MEETING APPROVED BY THE ENGINEER AND OWNER.

THE RIGHT-OF-WAY. ANY ADDITIONAL AREAS WILL BE DETERMINED AND COORDINATED AT THE PRE-

21. AREA FOR CONSTRUCTION STAGING AND EQUIPMENT STORAGE IS LIMITED AND MAY BE RESTRICTED TO

BE RESET BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

20. SURVEY MONUMENTS (PROPERTY CORNERS, ETC.) LOST DURING CONSTRUCTION SHALL

PAID FOR IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND THE SPECIAL PROVISIONS.

SHALL BE TIED INTO THE STORM SEWER SYSTEM TO ALLOW FOR POSITIVE DRAINAGE, AND SHALL BE

19. ANY FOOTING DRAINS, SUMP PUMP DRAINS, AND OUTSIDE DRAINS ENCOUNTERED DURING CONSTRUCTION

ADDITIONAL COST TO THE OWNER.

INTERCEPTOR DITCHES AND TEMPORARY DRAINAGE SWALES MAY BE REQUIRED TO MAINTAIN DRAINAGE AT NO

18. CONTRACTOR SHALL PERFORM WORK IN A MANNER THAT MAINTAINS EXISTING DRAINAGE PATTERNS.

OR AT A LOCATION DETERMINED BY THE ENGINEER OR OWNER.

CLEANED, STORED, AND THEN INSTALLED BY THE CONTRACTOR AT THE APPROXIMATE PREVIOUS LOCATION

17. ALL SIGNS REQUIRED TO BE REMOVED OR RELOCATED DURING CONSTRUCTION SHALL BE CATALOGED, THIS SHALL BE INCLUDED WITHIN OTHER PAY ITEMS IN THE CONTRACT, NO SEPARATE PAYMENT WILL BE MADE.

ANY ADDITION, DEDUCTION, CHANGE IN LENGTH, LOCATION, ELEVATION, OR ALIGNMENT SHALL BE SHOWN IN RED.

AND OWNER AS SOON AS THE PROJECT IS COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

16. DETAILED RECORD DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER

BY THE COUNTY AND ENGINEER.

THE COUNTY AND ENGINEER SHALL BE NOTIFIED PRIOR TO ANY CHANGES AND ANY SHALL ONLY BE AS APPROVED

OF THE WORK AND INTERFERE TO SUCH AN EXTENT THAT ALTERATION IN THE PLANS IS REQUIRED,

15. WHEREVER OBSTRUCTIONS NOT SHOWN ON THE PLANS ARE ENCOUNTERED DURING THE PROGRESS

OF MATERIAL.

MATERIAL SUPPLIERS HAVE BEEN SUBMITTED TO THE ENGINEER. IN ACCORDANCE WITH TS108, CONTROL

14. NO MATERIALS SHALL BE DELIVERED TO THE JOB SITE UNTIL ALL PERTINENT INDOT CERTIFICATIONS FOR

BY THE CONTRACTOR AND SHALL BE INCLUDED IN THE COST FOR CLEARING RIGHT-OF-WAY.

13. ALL TREE TRIMMING REQUIRED TO CONSTRUCT THE PROPOSED IMPROVEMENTS SHALL BE PERFORMED

DIRECTION AND MEANS/METHODS OF CONSTRUCTION.

12. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY, AS WELL AS SUPERVISION/

AND OTHER AREAS SPECIFIED BY THE ENGINEER.

BLANKET SHOULD BE USED WHERE SPECIFIED ON THE SOIL EROSION AND SEDIMENT CONTROL PLANS

TOPSOIL (MINIMUM 4-INCHES), AND SEEDED, UNLESS OTHERWISE SPECIFIED. EROSION CONTROL

11. ALL DISTURBED AREAS (NOT IMPERVIOUS IN NATURE) SHALL BE FINE GRADED AND RESTORED WITH

COST OF THE CONTRACT.

COST TO THE COUNTY. THE COST ASSOCIATED FOR THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE

ITEMS OF EQUIPMENT REQUIRED TO MAINTAIN AND PROTECT SUCH NORMAL OPERATION AT NO ADDITIONAL

OPERATION OF ANY EXISTING UTILITY SERVICE. THE CONTRACTOR SHALL FURNISH ALL NECESSARY

10. THE WORK PERFORMED UNDER THIS CONTRACT SHALL IN NO WAY INTERFERE WITH THE NORMAL

b. PORTER COUNTY STANDARD SPECIFICATIONS

a. STANDARD SPECIFICATIONS, AS PREPARED BY THE INDIANA DEPARTMENT OF TRANSPORTATION

WHICH ARE HEREBY MADE A PART HEREOF:

9. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING SPECIFICATIONS, INCLUDING FIELD TILE.

NOT LIMITED TO GAS, WATER, ELECTRIC, TELEPHONE, CABLE, FIBER OPTIC AND SEPTIC SYSTEMS, OR OTHER WORK SHALL BE AT NO COST TO THE COUNTY. THESE UTILITIES INCLUDE BUT ARE

FROM THE LOCATIONS AS SHOWN ON THE PLANS. ANY PROTECTION, MAINTENANCE, RELOCATION, REPAIR WORK

MAY BE ENCOUNTERED AND THAT THE ACTUAL LOCATIONS OF THOSE WHICH ARE SHOWN MAY BE DIFFERENT

8. PORTER COUNTY DOES NOT ASSUME RESPONSIBILITY THAT UTILITIES OTHER THAN THOSE SHOWN

WITH THE PROPOSED IMPROVEMENTS.

SHALL NOTIFY THE OWNER AND RESIDENT ENGINEER IF ANY EXISTING UTILITIES ARE IN CONFLICT

THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING EXISTING UTILITIES DURING CONSTRUCTION AND

COMPANIES AND AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK AREA.

7. THE UNDERGROUND UTILITIES INDICATED ARE BASED ON INFORMATION PROVIDED BY LOCAL UTILITY

AND AS APPROVED BY THE COUNTY.

6. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS

5. SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF WORK LIMITS AND FENCE LINES.

4. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.

EXISTING AT THE TIME OF FIELD WORK. ACTUAL CONDITIONS MAY VARY.

3. THE TOPOGRAPHIC INFORMATION PRESENTED IS FROM THOMSON SURVEYING, LTD AND REPRESENTS CONDITIONS

2. THE VERTICAL DATUM IS BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.

1. THE HORIZONTAL DATUM IS BASED ON NAD 1983, NGS MONUMENT PID ME1166.

IS ENCOURAGED TO REVIEW PRE-APPROVAL COUNTY HAUL ROUTES PRIOR TO PREPARING THE PROPOSED HAUL ROUTE.

3. CONTRACTOR SHALL PROVIDE A HAUL ROUTE MAP FOR APPROVAL AT THE PRE-CONSTRUCTION MEETING. CONTRACTOR

NUMBER TS111 PROSECUTION AND PROGRESS, TS112 MAINTENANCE OF TRAFFIC AND TS801 TRAFFIC CONTROL.

DEVICES FOR STREETS AND LOCAL HIGHWAYS, 2003 EDITION, AND IN ACCORDANCE WITH SPECIFICATION

TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL

2. CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW TO RESIDENCES DURING THE PROJECT DURATION AND PROVIDE

AND SPECIAL PROVISIONS.

1. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT RESIDENTS AT ALL TIMES. SEE TECHNICAL SPECIFICATIONS

(ACBM)

SEEDING AND ARTICULATING CONCRETE BLOCK MAT

SEEDING AND TURF REFORCEMENT MAT (TRM)

SEEDING AND EROSION CONTROL BLANKET (ECB)

MULCHED SEEDING

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-165#/SYS HMA INTERMEDIATE, TYPE B ON

-165#/SYS HMA SURFACE TYPE B ON

HMA FOR APPROACHES:

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-PCCP FOR APPROACHES

PCCP FOR APPROACHES:

CURB AND GUTTER, CONCRETE, ROLL CURB

-HMA WEDGE and LEVEL, TYPE B

-165#/SYS HMA SURFACE, TYPE B

PAVEMENT RESURFACING:

-1320#/SYS COMPACTED AGGREGATE, No. 53, BASE

-330#/SYS HMA INTERMEDIATE, Type B

-165#/SYS HMA SURFACE, Type B

PAVEMENT RECONSTRUCTION:

SIDEWALK, REMOVE

PCCP DRIVEWAY, REMOVE

MILLING, ASPHALT, 1.5"

EXCAVATION, COMMON

PAVEMENT, REMOVE

CONSTRUCTION LIMITS

RIGHT-OF-WAY

UNDERGROUND WATER LINE

UNDERGROUND CABLE TV

UNDERGROUND GAS LINE

UNDERGROUND COMMUNICATION LINE

UTILITY PEDESTAL

DECIDUOUS TREE (SIZE IN INCHES)

WATER VALVE VAULT

BITUMINOUS PAVEMENT

UTILITY POLE

GAS VALVE

UTILITY HANDHOLE

CONCRETE

OVERHEAD WIRES

APPARENT PROPERTY LINE

FENCE LINE

FIRE HYDRANT

SANITARY MANHOLE

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D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

S U

M M

A R

Y O

F Q

U A

N T

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \s u m

-0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

GROUND

EXISTING

PROPOSED TYPICAL SECTION

3:1

GROUND

EXISTING

PROPOSED TYPICAL SECTION

3:1

STA 12+20 TO STA 17+74.88

STA 10+13.71 TO STA 12+00

LINE 'PR-D'

PROFILE GRADE

LINE 'PR-D'

PROFILE GRADE

GROUND

EXISTING

PROPOSED TYPICAL SECTION

3:1

LINE 'PR-D'

PROFILE GRADE

STA 12+00 TO STA 12+20

6' TO 8'

VARIES

OF PAVEMENT

EXISTING EDGE

:1+

5.5'

SHOULDER

OF PAVEMENT

EXISTING EDGE

5.5'

SHOULDER

OF PAVEMENT

EXISTING EDGE

5.5'

SHOULDER

20:1

T Y

A L S

E C

N S

S Q

R E

L C

R E

E K P

R -D

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \t y p -0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

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W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

LEGEND

GROUND

EXISTING

PROPOSED TYPICAL SECTION

GROUND

EXISTING

2%2%

2 3 4

VARIES

SLOPE

60'

VARI

ESSLOPE

LINE "PR-D"

SQUIRREL CREEK

5.5'

SHOULDER

8 9

20:

VARIES VARIES

SEE CHART SEE CHART

McCOOL ROAD

ROADWAY

29+10.00 TO 30+26.66

28+60.00 TO 29+10.00

28+00.00 TO 28+60.00

STATION

15'

13' TO 15'

13'

LT LANE

15'

13' TO 15'

13'

RT LANE

T Y

A L S

E C

N S

E P

R -M

M c C

O O

L R

440 LBS/SYS

NO. 53 COMPACTED AGGREGATE BASE, (4")11

SIDEWALK, CONCRETE, 4"10

GEOTEXTILE FOR UNDERCUT9

COMPACTED AGGREGATE FOR UNDERCUT (NO. 2)8

TOPSOIL 4" AND MULCHED SEEDING, TYPE U7

GEOTEXTILE FOR SUBBASE6

CURB AND GUTTER, CONCRETE, ROLLED5

EXTEND BEYOND CURB AND GUTTER 4"

1155 LBS/SYS

EXTEND UNDER CURB AND GUTTER, (10.5")

1320 LBS/SYS

NO. 53 COMPACTED AGGREGATE BASE, (12")4

(3") 330 LBS/SYS

HOT MIX ASPHALT INTERMEDIATE, TYPE B, 3

165 LBS/SYS

HOT MIX ASPHALT SURFACE,TYPE B, (1-1/2") 2

EXISTING SIDEWALK1

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \t y p -0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

PROPOSED TYPICAL SECTION

MIDWAY DRIVE

ROADWAY

50+86.06 TO 59+00.00

STATION

2 3 55 4

GROUND

EXISTING

SIDEWALK

TIE INTO

70'

3:1VARIES

13' 13'

8 9 4"

*OR (SEE PLAN FOR LOCATIONS)

T Y

A L S

E C

N S

E P

R -M

W A

Y D

440 LBS/SYS

NO. 53 COMPACTED AGGREGATE BASE, (4")11

SIDEWALK, CONCRETE, 4"10

GEOTEXTILE FOR UNDERCUT9

COMPACTED AGGREGATE FOR UNDERCUT (NO. 2)8

TOPSOIL 4" AND MULCHED SEEDING, TYPE U7

GEOTEXTILE FOR SUBBASE6

CURB AND GUTTER, CONCRETE, ROLLED5

EXTEND BEYOND CURB AND GUTTER 4"

1155 LBS/SYS

EXTEND UNDER CURB AND GUTTER, (10.5")

1320 LBS/SYS

NO. 53 COMPACTED AGGREGATE BASE, (12")4

(3") 330 LBS/SYS

HOT MIX ASPHALT INTERMEDIATE, TYPE B, 3

165 LBS/SYS

HOT MIX ASPHALT SURFACE,TYPE B, (1-1/2") 2

EXISTING SIDEWALK1

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \t y p -0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

0 80

SCALE 1" = 80'

SE CORNER OF MIDWAY DR & MCCOOL RD

ELEVATION=655.14

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #1:

SE CORNER OF MILPORT DR & MCCCOOL RD

ELEVATION=658.20

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #2:

SE CORNER OF CLEAR CREEK DR & MCCOOL RD

ELEVATION=658.90

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #3:

S. SIDE OF MIDWAY DR. APPROX. 200' E. OF MCCOOL DR

ELEVATION=654.89

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #4:

NW CORNER OF MIDWAY DR & LONG RUN RD

ELEVATION=653.14

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #5:

TEMPORARY BENCHMARKS

D B

E N

C H

M A

R K

A L

N M

E N

T T

APP R/W

W A

APP R/W

W A

APP R/W

W A

APP R/W

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \b m k -0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

50+00

55+00

60+00

65+00

P C

S T

P T

S T

P C

S T

P T

S T A

P C

S T A

P T

S T

P O E

S T

P I

S T

P I

S T

PC STA 29+45.73

PT STA 29+64.42

PT STA 30+78.51

POE STA 30+94.81

PI STA 29+55.07

PI STA 30+71.72

40+00

P C

S T

PT STA 10+13.71

PI STA 10+08.18

P I

S T

E= 0.25'

L= 31.64'

T= 15.83'

R= 500.00'

E= 2936341.20

N= 2292922.86

PI STA.= 50+38.91

C# 1

E= 19.30'

L= 369.52'

T= 187.40'

R= 900.00'

E= 2936654.22

N= 2292921.29

PI STA.= 53+51.93

C# 2

E= 17.03'

L= 357.06'

T= 180.66'

R= 950.00'

E= 2937544.49

N= 2292528.40

PI STA.= 63+19.75

C# 3

E= 0.27'

L= 13.61'

T= 6.82'

R= 85.00'

E= 2936295.99

N= 2292981.99

PI STA.= 30+71.72

C# 3

E= 2.92'

L= 13.71'

T= 8.18'

R= 10.00'

E= 2936280.41

N= 2291985.92

PI STA.= 10+08.18

C# 1

PC STA 30+05.14

PI STA 30+21.17

PT STA 30+37.18

PI STA 20+00.00

PI STA 28+00.00

PC STA 30+64.90

LINE "PR-M"

P R

M C

LINE "PR-M"

P R

P R D

10+00

PI STA 12+00.00

PI STA 12+20.00

POE STA 18+00.00

P R

POB

STA

0.0

POE S

4.0

E= 0.26'

L= 32.04'

T= 16.02'

R= 500.00'

E= 2936301.81

N= 2292931.76

PI STA.= 30+21.17

C# 2

E= 0.09'

L= 18.68'

T= 9.34'

R= 500.00'

E= 2936305.19

N= 2292865.75

PI STA.= 29+55.07

C# 1

E 2936302.35

N 2292920.60

E 2936325.40

N 2292921.94

E 2936357.02

N 2292922.78

E 2936466.82

N 2292922.23

E 2936825.67

N 2292845.63

E 2937379.21

N 2292601.34

E 2937725.01

N 2292521.22

E 2937732.94

N 2292520.90

E 2936235.34

N 2292932.96

E 2936300.87

N 2292939.24

E 2936307.34

N 2292710.69

E 2936305.32

N 2292856.41

E 2936304.71

N 2292875.08

E 2936302.63

N 2292915.76

E 2936299.96

N 2292947.68

E 2936296.77

N 2292975.22

E 2936296.29

N 2292988.80

E 2936297.02

N 2293005.08

E 2936272.40

N 2291984.24

E 2936280.35

N 2291994.10

E 2936279.07

N 2292180.30

E 2936278.44

N 2292779.55

MIDWAY DRIVE

L O

A D

B E

R L

A R

K W

A Y

MIDWAY DRIVE

M c C

O O

O A

MILPORT DRIVE

GREENDALE DRIVE

CHERRYFIELD DRIVE

M c C

O O

O A

CLEAR CREEK DRIVE

CP 4

CP 3

CP 2

ELEVATION=658.20

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #2:

CP 6

CP 1

CP 5

CP 7

CP 8

E 2936310.80

N 2291910.70

ELEVATION=658.90

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #3:

ELEVATION=655.14

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #1:

ELEVATION=654.89

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #4:

ELEVATION=653.14

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #5:

E 2936273.53

N 2292199.57

0 200

SCALE 1" = 200'

D E

T O

U R R

O U

T E

P H

A S

M A

T E

N A

N C

E O

F T

R A

F F

AS NEED, AS DIRECTED BY PROJECT INSPECTOR.

TEMPORARY WAYFINDING SIGNAGE SHALL BE ERECTED

PICKUP, MAIL DELIVERY AND EMERGENCY VEHICLES.

BE MAINTAINED TO ALL PROPERTIES FOR TRASH

AT ALL TIMES DURING CONSTRUCTION, ACCESS SHALL

LOCAL ACCESS SHALL BE MAINTAINED AT ALL TIMES.

DRIVE).

SOUTH ON MCCOOL DRIVE TO CR750N (MCCOOL

TO NORTH ON JUNIPER ROAD TO WEST ON U.S. 6 TO

INTERSECTION OF MIDWAY DRIVE AND JUNIPER ROAD

TRAFFIC SHALL BE DETOURED FROM THE

JUNIPER ROAD TO MIDWAY DRIVE. WESTBOUND

MCCOOL ROAD TO EAST ON U.S. 6 TO SOUTH ON

MIDWAY DRIVE AND MCCOOL ROAD TO NORTH ON

SHALL BE DETOURED FROM THE INTERSECTION OF

EASTBOUND TRAFFIC ON CR750N (MIDWAY DRIVE)

DURING PHASE 1 AND PHASE 2 CONSTRUCTION, ALL

CONCRETE CURB, AND APPROACHES.

ACTIVITIES, INSTALLATION OF STORM SEWER,

OF THE EXISTING DETENTION BASIN, REMOVAL

PHASE 1 CONSTRUCTION SHALL INCLUDE EXPANSION

MAINTENANCE OF TRAFFIC - PHASE 1

APP R/W

W A

APP R/W

W A

APP R/W

CHERRYFIELD DRIVE

L O

A D

CR 750 N

MIDWAY DRIVE

GREENDALE DRIVE

MILPORT DRIVE

H E

A D

P E

O A

J U

A D

F R

E M

A D

B E

R L

A R

K W

A Y

BRIARWOOD DRIVE

SYCAMORE DRIVE

BROOK DRIVE

LAHONDA DRIVE

M c C

O O

O A

XW20-1

ROAD

CONSTRUCTION

AHEAD

BARRICADES

AND TYPE III-A

XM4-10R

R11-4

ROAD CLOSED

THRU TRAFFIC

BARRICADES

AND TYPE III-A

XM4-10L

R11-4

ROAD CLOSED

R11-4

XW20-1

ROAD

CONSTRUCTION

AHEAD

DETOUR

XW20-2

ASSEMBLY

DETOUR ROUTE

MIDWAY DR.

M4-9

DETOUR

ASSEMBLY

MIDWAY DR.

DETOUR

KEYSTONE DRIVE

RARITAN DRIVE

U.S. 6

J U

A D

H E

A D

U.S. 6 U.S. 6

ASSEMBLY

DETOUR ROUTE

MIDWAY DR.

ASSEMBLY

MIDWAY DR.

XW20-1

ROAD

XW20-2

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \m o t_

-0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

0 200

SCALE 1" = 200'

D E

T O

U R R

O U

T E

P H

A S

M A

T E

N A

N C

E O

F T

R A

F F

NEED, AS DIRECTED BY PROJECT INSPECTOR.

VEHICLES. TEMPORARY WAYFINDING SIGNAGE SHALL BE ERECTED AS

PROPERTIES FOR TRASH PICKUP, MAIL DELIVERY AND EMERGENCY

DURING CONSTRUCTION, ACCESS SHALL BE MAINTAINED TO ALL

LOCAL ACCESS SHALL BE MAINTAINED AT ALL TIMES. AT ALL TIMES

SOUTH ON WOLF ROAD TO EAST ON W700N TO MCCOOL ROAD.

INTERSECTION OF MCCOOL DRIVE AND CR750N TO WEST ON CR750N TO

SOUTHBOUND TRAFFIC WILL BE DETOURED AS SHOWN FROM THE

STORM SEWER INSTALLATION IN THE MIDDLE OF MCCOOL ROAD.

MAINTAINED WITH THE EXCEPTION OF TEMPORARY FULL CLOSURE FOR

DURING PHASE II CONSTRUCTION, ALL NORTHBOUND TRAFFIC SHALL BE

REMAIN IN PLACE UNTIL ALL PAVING ACTIVITIES ARE COMPLETE.

APPROACHES AND PAVING ACTIVITIES. PHASE I DETOUR ROUTE SHALL

IMPROVEMETNS, INSTALLATION OF STORM SEWER, CONCRETE CURB,

PHASE 2 CONSTRUCTION SHALL INCLUDE REMOVAL ACTIVITIES, CREEK

MAINTENANCE OF TRAFFIC - PHASE 2

APP R/W

W A

APP R/W

W A

APP R/W

W A

APP R/W

M c C

O O

O A

CLEAR CREEK DRIVE

CHERRYFIELD DRIVE

GREENDALE DRIVE

L O

A D

F R

E M

A D

MIDWAY DRIVE

F R

E M

A D

B E

R L

A R

K W

A Y

J U

A D

P E

O A

BRIARWOOD DRIVE

CR 750 N

MILPORT DRIVE

ROAD

CLOSED

DETOUR

BARRICADES

AND TYPE III-A

XM4-10R

R11-2

W 700 N

W O

L F

O A

D C

McCOOL DR.

END

XG20-2

R3-2

H E

A D

STONE HILL DRIVE

PINEWOOD DRIVE

W 700 N

J U

A D

P E

O A

H E

A D

XW20-1

ROAD

R3-2

XW20-1

XW20-2

END

M4-8A

M4-9

DETOUR

ROAD CLOSED

CLOSED

R11-2

XW20-2

BARRICADES

AND TYPE III-A

XM4-10L

R11-4

CLOSED

R11-2

DETOUR

ASSEMBLY

DETOUR

END

M4-8A

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \m o t_

-0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

T C

S T A

M A T C

S T A

0 20

SCALE 1" = 20'

PLAN FLOW DIRECTION IS SHOWN.

INDICATE OTHERWISE, IN WHICH CASE THE EXISTING

ON FIELD INVERT ELEVATIONS UNLESS EXISTING PLANS

PIPE FLOW DIRECTIONS, IF SHOWN, ARE BASED

LOCATION, FIELD EXCAVATE.

NOT BE COMPLETELY ACCURATE. FOR MORE ACCURATE

LOCATIONS ARE APPROXIMATE AND SUSPECTED AND MAY

COMPANY FIELD STAKES AND, THEREFORE, THEIR

EVIDENCE FOUND ON THE SURFACE AND/OR FROM UTILITY

UNDERGROUND UTILITIES ARE SHOWN BY USING PHYSICAL

NOTE:

D R

E M

O V

A L P

L A

E X

G C

O N

N S

S Q

R E

L C

R E

E K A

N D M c C

O O

L R

O A

0 20

SCALE 1" = 20'

LEGEND

SIDEWALK, REMOVE

PCCP DRIVEWAY, REMOVE

MILLING, ASPHALT, 1.5"

EXCAVATION, COMMON

PAVEMENT, REMOVE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \e x -0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

20+00 25+00

21+00 22+00 23+00 24+00LINE 'PR-MC'

11+00 12+

LINE 'PR-D'

13+00 14+00

15"

6" 7"

7"10" 30"27"

13" 13"

10"

14"

12"

14"

18"

10"

36"

24"

6" 8"

13"

7"12" 6"8"

7"6"

11"

McCOOL ROAD

G R

E E

N D

C H

E R

R Y F

FILLED w/ SAND

RIM=757.13

INV=650.92

30" CMP

INV=653.86

15" CMP

INV=653.27

15" CMP

INV=653.27

15" CMP

INV=651.61

15" CMP

ELEVATION=658.20

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #2:

655.40

CP 3

656.21

CP 4

655656

INV=652.04

15" CMP

BOTTOM/STRUCTURE=650.85

T/WATER=650.9

INV=650.85 36" RCP E

INV=650.88 36" RCP W

INV=652.30 15" RCP S

INV=652.46 15" RCP N

RIM=656.23

STORM CB

APP R/W APP R/W APP R/W APP R/W

APP R/W

APP R/WAPP R/W

TREE, 10 IN., REMOVE

TREE, 30 IN., REMOVE (2 EACH)

TREE, 10 IN., REMOVE

TREE, 18 IN., REMOVE

76 LFT PIPE, REMOVE

24 LFT PIPE, REMOVE

43 LFT PIPE, REMOVE

21 LFT PIPE, REMOVE

TREE, 6 IN., REMOVE

REMOVE (3 EACH)

TREE, 18 IN.,

REMOVE (2 EACH)

TREE, 10 IN.,

REMOVE (4 EACH)

TREE, 6 IN.,

BULKHEAD PIPE (W)

10 LFT PIPE, REMOVE (E)

TREE, 6 IN., REMOVE

REMOVE (2 EACH)

TREE, 10 IN.,

TREE, 18 IN., REMOVE

STRUCTURE, REMOVE

CONSTRUCTION LIMITS

6 CYS EXCAVATION, COMMON

4 CYS EXCAVATION, COMMON

5 CYS EXCAVATION, COMMON

4 CYS EXCAVATION, COMMON

AND ABANDON

BULKHEAD PIPE

TREE, 6 IN., REMOVE

TREE, 18 IN., REMOVE

15 CYS EXCAVATION, COMMON

12 CYS EXCAVATION, COMMON

31 LFT PIPE, REMOVE

51 LFT PIPE, REMOVE

86 LFT PIPE, REMOVE41 LFT PIPE, REMOVE

LINE 'PR-M' STA. 50+00.00

LINE 'PR-MC' STA. 30+10.00 =

CONSTRUCTION LIMITS

5 SYS CONCRETE SIDEWALK, REMOVE

6 CYS EXCAVATION, COMMON

316 CYS EXCAVATION, COMMON

811 SYS PAVEMENT, REMOVE

(SEE NEXT SHEET)

BULKHEAD (SE) AT MH

PIPE, REMOVE

24" x 36" CMP S

BULKHEAD, EXISTING

BEGIN MILLING STA. 27+80.00

STA. 28+00.00

BEGIN COMMON EXCAVATION

END MILLING,

STA. 40+10.2

END MILLING

STA. 30+69.70

END MILLING

STA. 30+26.66

BEGIN MILLING

EXCAVATION,

END COMMON

SIGN, RE-SET

297 SYS MILLING, ASPHALT, 1.5 IN

58 SYS MILLING, ASPHALT, 1.5 IN

16 CYS EXCAVATION, COMMON

349 CYS EXCAVATION, COMMON

29+00 30+00

LINE 'PR-MC'

E 'P

R -M

28+0026+00 27+00

15+00 16+00LINE 'PR-D'

18+0018+0017+00

McCOOL ROAD

P O

INV=649.85

24" CMP

INV=651.22

19" x 33" CMP

BOTTOM/STRUCTURE=648.56

T/WATER=649.3

INV=648.56 30" RCP S

INV=648.59 30" RCP N

RIM=652.39

STORM CB

INV=650.36

15" CMP

ELEVATION=655.14

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #1:

654.58

CP 1

CP 2

654.43

INV=649.63

15" CMP

BOTTOM/STRUCTURE=649.73

INV=649.76 24" RCP E.

RIM=653.73

STORM INLET

652 653

654 655 656 657 658

650650

INV=649.91

15" CMP

BOTTOM/STRUCTURE=648.63

T/WATER=649.5

INV=649.38 24" x 36" CMP N

INV=649.44 24" x 36" CMP S

INV=649.49 36" CONC W/SW

RIM=655.26

STORM MH

INV=650.23

15" CMP

INV=650.29

15" CMP

INV=650.86

15" CMP

INV=649.49 24" RCP W

INV=649.39 36" RCP NE, S

RIM=653.84

STORM MH

INV=648.68 24" RCP N

INV=648.78 36" RCP SW

INV=649.00 24" RCP SE

RIM=653.34

STORM MH

APP R/WAPP R/W

APP R/W

SIDEWALK, REMOVE

PCCP DRIVEWAY, REMOVE

MILLING, ASPHALT, 1.5"

EXCAVATION, COMMON

PAVEMENT, REMOVE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \e x -0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

40+00

40+66

50+00 51+00 52+00

53+00

54+00

LINE 'PR-M'

APP R/W

STRUCTURE, REMOVE

41 LFT PIPE, REMOVE

190 (APPROX.) LFT PIPE, REMOVE

TREE, PROTECT

LINE 'PR-MC' STA. 30+10.00

LINE 'PR-M' STA. 50+00.00 =

CONSTRUCTION LIMITS

BY OTHERS

WATERMAIN, 12 IN, RELOCATE

26 SYS PCCP DRIVEWAY, REMOVE 47 SYS PCCP DRIVEWAY, REMOVE

40 SYS PCCP DRIVEWAY, REMOVE

25 CYS EXCAVATION, COMMON

44 CYS EXCAVATION, COMMON

305 CYS EXCAVATION, COMMON

1,293 SYS PAVEMENT, REMOVE

403 LFT CONCRETE CURB, REMOVE

18 LFT CONCRETE CURB, REMOVE

26 LFT CONCRETE CURB, REMOVE

24" (SE) BULKHEAD PIPE IN MANHOLE

19 LFT CONCRETE CURB, REMOVE

COMMON

9 CYS EXCAVATION,

REMOVE

20 LFT CONCRETE CURB,

CURB, REMOVE

411 LFT CONCRETE

PROTECT

LIGHT POLE,

3 SYS CONCRETE SIDEWALK, REMOVE

51 SYS CONCRETE SIDEWALK, REMOVE

3 SYS CONCRETE SIDEWALK, REMOVE

SIGN, RE-SET

TREE, PROTECT

CONSTRUCTION LIMITS

333 LFT CONCRETE CURB, REMOVE

8 CYS EXCAVATION, COMMON

21 CYS EXCAVATION, COMMON

19 CYS EXCAVATION, COMMON

57 SYS PCC DRIVEWAY, REMOVE

31 CYS EXCAVATION, COMMON

25 LFT CONCRETE CURB, REMOVE

LIGHT POLE, PROTECT

17 SYS CONCRETE SIDEWALK, REMOVE

54 SYS PCC DRIVEWAY, REMOVE

CURB, REMOVE

19 LFT CONCRETE

28 CYS EXCAVATION, COMMON

REMOVE

24 LFT CONCRETE CURB,

EXISTING FENCE

DO NOT DISTURB

305 LFT CONCRETE CURB, REMOVE

TREE, PROTECT

FENCE, PROTECT

4 SYS CONCRETE SIDEWALK, REMOVE

3 SYS CONCRETE SIDEWALK, REMOVE

REMOVE

LINK FENCE,

40 LFT CHAIN

48 SYS PCC DRIVEWAY, REMOVE

100 LFT CONCRETE CURB, REMOVE

3 SYS CONCRETE SIDEWALK, REMOVE

300 CYS EXCAVATION, COMMON

1271 SYS PAVEMENT, REMOVE

130 CYS EXCAVATION, COMMON

333 SYS PAVEMENT, REMOVE

6 CYS EXCAVATION, COMMON

55+00 56+00 57+00 58+00 59+00LINE 'PR-M'

APP R/W

PLAN FLOW DIRECTION IS SHOWN.

INDICATE OTHERWISE, IN WHICH CASE THE EXISTING

ON FIELD INVERT ELEVATIONS UNLESS EXISTING PLANS

PIPE FLOW DIRECTIONS, IF SHOWN, ARE BASED

LOCATION, FIELD EXCAVATE.

NOT BE COMPLETELY ACCURATE. FOR MORE ACCURATE

LOCATIONS ARE APPROXIMATE AND SUSPECTED AND MAY

COMPANY FIELD STAKES AND, THEREFORE, THEIR

EVIDENCE FOUND ON THE SURFACE AND/OR FROM UTILITY

UNDERGROUND UTILITIES ARE SHOWN BY USING PHYSICAL

NOTE:

A T C

S T A

M A T C

N E

S T A

0 20

SCALE 1" = 20'

0 20

SCALE 1" = 20'

M A T C

S T A

N.I.C

A N

D R

E M

O V

A L P

L A

E X

G C

O N

N S

W A

Y D

APP R/W APP R/W APP R/W APP R/W

APP R/WAPP R/W

655656

15"

6" 7"

10"

36"

24"

6" 8"

13"

7"6"

11"

McCOOL ROAD

G R

E E

N D

C H

E R

R Y F

FILLED w/ SAND

RIM=757.13

ELEVATION=658.20

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #2:

655.40

CP 3

656.21

CP 4

PER PINFLAGS

WELAND DELINEATION

APPROXIMATE

PER PINFLAGS

WELAND DELINEATION

APPROXIMATE

EDGE OF WATER

GUY-WIRES

INV=653.34

8' PVC

EDGE OF WATER

20+00 25+00

21+00 22+00 23+00 24+00LINE 'PR-MC'

11+00 12+

LINE 'PR-D'

13+00 14+00

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \p rf -0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

G I N

M P

R O

V E

M E

N T

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00

-0.33%

S T

E L

E V

A T I O

@ LINE 'PR-D'

PROPOSED GRADE

BOTTOM OF CHANNEL

GRADE 651.92

MATCH EXISTING

STA 10+00.00

CONSTRUCTION

BEGIN CHANNEL

EXISTING DITCH BOTTOM

INV 652.47

STA. 24+34.59

15" FLARED END SECTION

STR 217

PROPOSED DITCH BOTTOMLIMITS OF CONSTRUCTION

RELOCATE (BY OTHERS)

40 LFT OF 15" RCP @ 0.3%

16 LFT OF 15" RCP @ 0.3%

40 LFT OF 15" RCP @ 0.3%

22 SYS HMA FOR APPROACHES 17 SYS HMA FOR APPROACHES

37 SYS PAVEMENT RECONSTRUCTION

21 SYS HMA FOR APPROACHES

29 SYS PAVEMENT RECONSTRUCTION

16 SYS HMA FOR APPROACHES

RELOCATED (BY OTHERS)

PHONE LINES TO BE

72 LFT OF 15" RCP @ 0.3%

INV 653.53

OFF. 22.93 RT.

STA. 21+11.78

15" FLARED END SECTION

STR 211

INV 653.32

OFF. 22.97 RT.

STA. 21+82.05

15" FLARED END SECTION

STR 212

INV 653.20

OFF. 23.16 RT.

STA. 22+24.54

15" FLARED END SECTION

STR 213

INV 653.00

OFF. 23.55 RT.

STA. 22+92.12

15" FLARED END SECTION

STR 214

INV 652.94

OFF. 22.70 RT.

STA. 23+12.08

15" FLARED END SECTION

STR 215

INV 652.58

OFF. 20.28 RT.

STA. 24+34.61

15" FLARED END SECTION

STR 216

INV 652.47

OFF. 20.09 LT.

STA. 24+34.59

15" FLARED END SECTION

STR 217

INV 650.42

OFF. 23.22 RT.

STA. 25+31.07

15" FLARED END SECTION

STR 218

INV 650.36

OFF. 22.90 RT.

STA. 25+51.38

15" FLARED END SECTION

STR 219

CONNECT TO EXISTING PIPE

TOP OF CASTING 656.44

OFF. 26.83 RT.

STA. 20+72.88

MANHOLE, TYPE C

STR 117

PROPOSED DITCH BOTTOM

EXISTING DITCH BOTTOM

PROPOSED DITCH BOTTOM

INV 653.75

OFF. 22.26 RT.

STA. 20+38.24

15" FLARED END SECTION

STR 210

SEE SHEET 21

(ARTICULATING CONCRETE BLOCK MAT)

1,368 SFT DITCH STABILIZATION

SEE SHEET 21

OUTFALL PROTECTION

(ARTICULATING CONCRETE BLOCK MAT)

96 SFT DITCH STABILIZATION

LEGEND

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-165#/SYS HMA INTERMEDIATE, TYPE B ON

-165#/SYS HMA SURFACE TYPE B ON

HMA FOR APPROACHES:

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-PCCP FOR APPROACHES

PCCP FOR APPROACHES:

CURB AND GUTTER, CONCRETE, ROLL CURB

-HMA WEDGE and LEVEL, TYPE B

-165#/SYS HMA SURFACE, TYPE B

PAVEMENT RESURFACING:

-1320#/SYS COMPACTED AGGREGATE, No. 53, BASE

-330#/SYS HMA INTERMEDIATE, Type B

-165#/SYS HMA SURFACE, Type B

PAVEMENT RECONSTRUCTION:

M A T C

S T A

0 20

SCALE 1" = 20'

400 20

SCALE 1" = 20'

S T

O S

T A

E P

R -D

P L

A N P

R O

APP R/WAPP R/W

APP R/W

656 657 658

650650

McCOOL ROAD

P O

INV=651.22

19" x 33" CMP

BOTTOM/STRUCTURE=648.56

T/WATER=649.3

INV=648.56 30" RCP S

INV=648.59 30" RCP N

RIM=652.39

STORM CB

654.58

CP 1

CP 2

654.43

PER PINFLAGS

WELAND DELINEATION

APPROXIMATE

G U

EVERGREEN TREES (9)

BOTTOM/STRUCTURE=649.73

INV=649.76 24" RCP E.

RIM=653.73

STORM INLET

BOTTOM/STRUCTURE=648.63

T/WATER=649.5

INV=649.38 24" x 36" CMP N

INV=649.44 24" x 36" CMP S

INV=649.49 36" CONC W/SW

RIM=655.26

STORM MH

SOIL BORING B6

SIGN

INV=649.49 24" RCP W

INV=649.39 36" RCP NE, S

RIM=653.84

STORM MH

INV=648.68 24" RCP N

INV=648.78 36" RCP SW

INV=649.00 24" RCP SE

RIM=653.34

STORM MH

29+00 30+00

LINE 'PR-MC'

E 'P

R -M

28+0026+00 27+00

15+00 16+00LINE 'PR-D'

18+0018+0017+00

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \p rf -0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

15+00 15+50 16+00 16+50 17+00 17+50 18+0018+00

E V

A T I O

S T

E N

M P

R O

V E

M E

N T

@ LINE 'PR-D'

PROPOSED GRADE

BOTTOM OF CHANNEL

EXISTING DITCH BOTTOM

INV. 649.36

STA 17+74.97

CONSTRUCTION

END CHANNEL

INV 645.00

STA 28+49.22

DROP STRUCTURE

STR 101

LINE 'PR-D'

LIMITS OF CONSTRUCTION

RELOCATE (BY OTHERS)

SEE NEXT SHEET

STR 102

24 LFT OF 15" RCP @ 0.3%

40 LFT OF 15" RCP @ 0.3%

SEE SHEET 24 FOR DETAILS

54" INV 645.00(S)

TOP OF CASTING 651.11

22 LFT OF 54" TYPE 2 PIPE @0.059%

OFF. 28.43 LT.

STA. 28+49.22

DROP STRUCTURE

STR 101

INV 650.19

OFF. 22.85 RT.

STA. 26+10.78

15" FLARED END SECTION

STR 220

INV 650.11

OFF. 22.81 RT.

STA. 26+37.31

15" FLARED END SECTION

STR 221

INV 649.90

OFF. 22.70 RT.

STA. 27+11.24

15" FLARED END SECTION

STR 222

INV 649.76

OFF. 23.09 RT.

STA. 27+59.50

15" FLARED END SECTION

STR 223

INV 649.54

15" END SECTION

SEE NEXT SHEET

STR 100

FOR APPROACHES

21 SYS HMA

RECONSTRUCTION

41 SYS PAVEMENT BOTTOM

DITCH

PROPOSED

BOTTOM

DITCH

PROPOSED

EXISTING DITCH BOTTOM

BOTTOM

PROPOSED DITCH

SEE SHEET 21

(ARTICULATING CONCRETE BLOCK MAT)

585 SFT DITCH STABILIZATION

LEGEND

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-165#/SYS HMA INTERMEDIATE, TYPE B ON

-165#/SYS HMA SURFACE TYPE B ON

HMA FOR APPROACHES:

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-PCCP FOR APPROACHES

PCCP FOR APPROACHES:

CURB AND GUTTER, CONCRETE, ROLL CURB

-HMA WEDGE and LEVEL, TYPE B

-165#/SYS HMA SURFACE, TYPE B

PAVEMENT RESURFACING:

-1320#/SYS COMPACTED AGGREGATE, No. 53, BASE

-330#/SYS HMA INTERMEDIATE, Type B

-165#/SYS HMA SURFACE, Type B

PAVEMENT RECONSTRUCTION:

M A T C

S T A

670 670

MATCH LINE STA. 50+50

0 20

SCALE 1" = 20'

400 20

SCALE 1" = 20'

S T

O S

T A

E P

R -D

P L

A N P

R O

APP R/W

657 658

650650

McCOOL ROAD

P O

INV=651.22

19" x 33" CMP

BOTTOM/STRUCTURE=648.56

T/WATER=649.3

INV=648.56 30" RCP S

INV=648.59 30" RCP N

RIM=652.39

STORM CB

ELEVATION=655.14

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #1:

654.58

CP 1

CP 2

654.43

PER PINFLAGS

WELAND DELINEATION

APPROXIMATE

G U

EVERGREEN TREES (9)

BOTTOM/STRUCTURE=649.73

INV=649.76 24" RCP E.

RIM=653.73

STORM INLET

BOTTOM/STRUCTURE=648.63

T/WATER=649.5

INV=649.38 24" x 36" CMP N

INV=649.44 24" x 36" CMP S

INV=649.49 36" CONC W/SW

RIM=655.26

STORM MH

SOIL BORING B6

SIGN

INV=649.49 24" RCP W

INV=649.39 36" RCP NE, S

RIM=653.84

STORM MH

INV=648.68 24" RCP N

INV=648.78 36" RCP SW

INV=649.00 24" RCP SE

RIM=653.34

STORM MH

29+00 30+00

LINE 'PR-MC'

E 'P

R -M

28+0026+00 27+00

15+00 16+00LINE 'PR-D'

18+0018+0017+00

35'R

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \p rf -0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

54" INV 644.90(S)

54" INV 644.90(E)

TOP OF CASTING 653.89

253 LFT OF 54" TYPE 2 PIPE @ 0.059%

STA 50+09.98

MANHOLE, TYPE N

STR 103

SEE PREVIOUS SHEET

STR 101

15" INV 649.48(SE)

54" INV 644.99(W)

54" INV 644.99(N)

TOP OF CASTING 653.65

162 LFT OF 54" TYPE 2 PIPE @ 0.059%

STA. 28+48.83

MANHOLE, TYPE N

STR 102

STA 30+69.77

END IMPROVEMENTS

STA 40+10.20

BEGIN IMPROVEMENTS

STA 27+80.00

BEGIN IMPROVEMENTS

INV 649.54

22 LFT OF 15" RCP @ 0.3%

OFF. 20.00' RT

STA. 28+33.66

15" FLARED END SECTION

STR 100

LEGEND

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-165#/SYS HMA INTERMEDIATE, TYPE B ON

-165#/SYS HMA SURFACE TYPE B ON

HMA FOR APPROACHES:

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-PCCP FOR APPROACHES

PCCP FOR APPROACHES:

CURB AND GUTTER, CONCRETE, ROLL CURB

-HMA WEDGE and LEVEL, TYPE B

-165#/SYS HMA SURFACE, TYPE B

PAVEMENT RESURFACING:

-1320#/SYS COMPACTED AGGREGATE, No. 53, BASE

-330#/SYS HMA INTERMEDIATE, Type B

-165#/SYS HMA SURFACE, Type B

PAVEMENT RECONSTRUCTION:

E L

E V

A T I O

E L

E V

A T I O

E L

E V

A T I O

E L

E V

A T I O

+0.40% -0.12% +1.19%

50.00' V.C.

K = 95 ex = -0.03'

40.00' V.C.

K = 30 ex = 0.07'

28+00 28+50 29+00 29+50 30+00 30+50 31+0026+00 26+50 27+00 27+50 28+00

S T

B E

V E

M E

C O

N S

T R

U C

T I O

V E

M E

C O

N S

T R

U C

T I O

@ LINE 'PR-MC'

PROPOSED GRADE

@ LINE 'PR-MC'

EXISTING GRADE

162 LFT OF 54" TYPE 2 PIPE @ 0.059%

STA. 27+80.00

BEGIN PAVEMENT RESURFACING

STA. 30+69.77

END PAVEMENT RESURFACING

54" INV 644.99

15" INV 649.48

54" INV 644.90

STA. 28+48.83

STR 102

STA. 50+09.98

STR 103

M A T C

S T A

670 670

MATCH LINE STA. 50+50

0 20

SCALE 1" = 20'

400 20

SCALE 1" = 20'

400 20

SCALE 1" = 20'

400 20

SCALE 1" = 20'

S T

O S

T A

E P

R -M

P L

A N P

R O

APP R/W

TRANSFORMER

MIDWAY DRIVE

M c C

O O

O A

BOTTOM/STRUCTURE=648.56

T/WATER=649.3

INV=648.56 30" RCP S

INV=648.59 30" RCP N

RIM=652.39

STORM CB

ELEVATION=655.14

"ARROW" BOLT ON FIRE HYDRANT

SITE BENCHMARK #1:

CP 6

652.80

WATER-METER

RAILROAD TIES

WATER-METER

GUY-WIRES

SIGN

SOIL BORING B5

INV=648.68 24" RCP N

INV=648.78 36" RCP SW

INV=649.00 24" RCP SE

RIM=653.34

STORM MH

40+66

50+00 51+00 52+00

53+00

54+00

LINE 'PR-M'

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

O J E

C T C

O D

E N

A M

C A

R E

C A

R E

D U

R R

D U

R R

A N

S I

D S \1

-0

S q u ir re l C re e k M id w a y D ri v e

C A

D \P

H A

S E \S h e e ts \p rf -0

.d g n

P R

O J E

C T C

O D

U G

U S

W P -2

-B -0

100%

C H

A G

S U

S L

A S

A L L E S

T R

E E

T C

A G

O D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D E

T E

N T

N E

X P

A N

N P

R O J E

C T P

H A

S E I I)

(S Q

R E

L C

R E

E K D

E R

N /M

A Y D

O L

D S

O U

T H H

A V

E N S

T O

R M

W A

T E

R I

M P

R O

V E

M E

N T S

P O

R T

E R C

O U

N T

50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00

E L

E V

A T I O

S T

B E

G I N

M P

R O

V E

M E

N T

E L

E V

A T I O

E L

E V

A T I O

E L

L O

E L

E V

A T I O

E L

H I G

E L

E V

A T I O

-2.00% -2.00%

-0.30% +0.40%

50.00' V.C.

K = 29 ex = 0.11'

115.00' V.C.

K = 164 ex = 0.10'

60.00' V.C.

K = 67 ex = -0.07'

@ LINE 'PR-M'

PROPOSED GRADE

@ LINE 'PR-M'

EXISTING GRADE

253 LFT OF 54" TYPE 2 PIPE @ 0.059% 186 LFT OF 54" TYPE 2 PIPE @ 0.059%

STA. 52+63.50

STR 106

STA. 54+50.00

STR 107

STA. 50+10.00

STR 103

54" INV 644.90 54" INV 644.75 54" INV 644.65

641.21

OF GAS MAIL

APPROX. TOP

30'R

54" INV 644.90(S)

54" INV 644.90(E)

TOP OF CASTING 653.89

253 LFT OF 54" TYPE 2 PIPE @ 0.059%

STA 50+09.98

MANHOLE, TYPE N

STR 103

12" INV 647.55(S)

12" INV 647.55(N)

54" INV 644.75(E)

54" INV 644.75(W)

TOP OF CASTING 652.27

186 LFT OF 54" TYPE 2 PIPE @ 0.059%

STA 52+63.50

MANHOLE, TYPE L

STR 106

54" INV 644.65(E)

54" INV 644.65(W)

TOP OF CASTING 652.90

250 LFT OF 54" TYPE 2 PIPE @ 0.059%

STA 54+50.00

MANHOLE, TYPE L

STR 107

4 SYS CURB RAMP, CONCRETE

3 SYS CURB RAMP, CONCRETE

34 SYS PCCP FOR APPROACHES, 5 IN

ROLL CURB, CONCRETE

446 LFT CURB AND GUTTER,

ROLL CURB, CONCRETE

421 LFT CURB AND GUTTER,

70 SYS PCCP FOR APPROACHES, 8 IN

51 SYS PCCP FOR APPROACHES, 5 IN

APPROACHES, 5 IN

46 SYS PCCP FOR

APPROACHES, 5 IN

33 SYS PCCP FOR

APPROACHES, 8 IN

89 SYS PCCP FOR

APPROACHES, 5 IN

58 SYS PCCP FOR

RELOCATED BY OTHERS

WATERMAIN, 12 IN, TO BE

APPROACHES, 8IN

62 SYS PCCP FOR

CONCRETE, 4 IN

47 SYS SIDEWALK,

CONCRETE, 4 IN

3 SYS SIDEWALK,

CONCRETE, 4 IN

2 SYS SIDEWALK,

CONCRETE, 4 IN

3 SYS SIDEWALK,

CONCRETE, 4 IN

51 SYS SIDEWALK,

12" INV 647.65(S)

TOP OF CASTING 652.00

100 LFT OF 6" UNDERDRAIN (SEE SHEET 24)

10 LFT OF 12" RCP PIPE @ 1.0%

OFF. 14.00 LT.

STA. 52+63.29

INLET, TYPE J

STR 104

12" INV 647.65(N)

TOP OF CASTING 652.00

100 LFT OF 6" UNDERDRAIN (SEE SHEET 24)

10 LFT OF 12" RCP PIPE @ 1.0%

OFF. 14.00 RT.

STA. 52+63.71

INLET, TYPE J

STR 105

LEGEND

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-165#/SYS HMA INTERMEDIATE, TYPE B ON

-165#/SYS HMA SURFACE TYPE B ON

HMA FOR APPROACHES:

-660#/SYS COMPACTED AGGREGATE, NO. 53, BASE

-PCCP FOR APPROACHES

PCCP FOR APPROACHES:

CURB AND GUTTER, CONCRETE, ROLL CURB

-HMA WEDGE and LEVEL, TYPE B

-165#/SYS HMA SURFACE, TYPE B

PAVEMENT RESURFACING:

-1320#/SYS COMPACTED AGGREGATE, No. 53, BASE

-330#/SYS HMA INTERMEDIATE, Type B

-165#/SYS HMA SURFACE, Type B

PAVEMENT RECONSTRUCTION:

670 670

M A T C H

N E

S T A

MATCH LINE STA. 29+50

0 20

SCALE 1" = 20'

S T

O S

T A

E P

R -M

P L

A N P

R O

APP R/W

SHRUB

8" 8" 8" 8" 8"

C P

ELEVATIO

N=6

.14

RROW"

BOLT

FIR

HYDRANT

SIT

BENCHMARK

ELEVATIO

N=6

RROW"

BOLT

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 Aug 8, 2020.