Plans.pdf

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®of Engineers

US Army Corps

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3:49:45 PM 5/3/2018

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

APPROVED FOR TECHNICAL ADEQUACY BY:

TECHNICAL LEAD ENGINEER DATE

DATE

DATE

DATE

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

REVIEWED BY:

CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH

REVIEWED BY:

CHIEF, DESIGN BRANCH

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

scope of their employment as required by ER 1110-1-8152.

and registration designations of individuals appear on these project documents, within the

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures

CHIEF, ENGINEERING DIVISION

MANSFIELD, CONNECTICUT

MANSFIELD HOLLOW LAKE

DAM CREST PAVEMENT REPAIRS

THA-MH-118_G-001.DGN

CHIEF, GEO-ENV BR/DEPUTY CHIEF, ENGINEERING DIVISION

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GENERAL SITE PLANG-101

THA-MH-118_C-101.DGN

THA-MH-118_C-102.DGN

THA-MH-118_C-103.DGN

THA-MH-118_C-104.DGN

THA-MH-118_C-105.DGN

THA-MH-118_C-501.DGN

C-101

C-102

C-103

C-104

C-105

C-501 DETAILS

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New England District of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

A

WINDHAM

TOLLAND

CHAPLIN

198 HAMPTON

MANSFIELD

CENTER

NORTH

WINDHAM

SCOTLANDWINDHAM

STORRS

WILLIMANTIC

PROJECT

LOCATION

MANSFIELD

HOLLOW LAKE

B1

LOCATION MAP

NOT TO SCALE

N

THA-MH-118_G-101.DGN

SITE PLAN , OPTION 3, 'DIKE B"

SITE PLAN - SOUTH

INFORMATIONAL DRAWINGS

1 FAA PROJ. NO. AIP-3-23-0047--2

UPDATED AS-BUILT DRAWINGS OF AUTOMATON CONDUITS AND ASSOCIATED STRUCTURES2

3 MANSFIELD HOLLOW PARTIAL RECORD DRAWINGS - PLAN AND PROFILES

INFORMATIONAL DRAWINGS

COVER SHEET, INDEX TO DRAWINGS, AND INDEX TO

SITE PLAN - NORTH, SITE PLAN - OPTION 1 - SOUTH

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W912WJ18B0015

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MAY 2018

SITE PLAN - CENTER

SITE PLAN, OPTION 1 - NORTH, OPTION 2

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®of Engineers

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A1

SCALE: NTS

EXISTING BASE

PLAN VIEW

SECTION

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10 FEET

11 FEET

15 FEET

SCALE: NTS

E1

SURVEY MONUMENT BOX DETAIL

RECLAIMED BASE

6" MIN. COMPACTED

GRAVEL BASE

EXIST. COMPACTED

TYPICAL PAVEMENT SECTION

6 INCH MINIMUM

COMPACTED RECLAIMED BASE

SCALE: NTS

E7

NEW TO EXISTING PAVEMENT DETAIL

GRAVEL BASE

EXIST. COMPACTED

SCALE: NTS

2% MINIMUM2% MINIMUM

A7

GUARDRAIL (TYPICAL) WHERE USED

EXISTING BITUMINOUS PAVEMENT

5'-0"

PAVEMENT.

ENTIRE DEPTH OF EXISTING

CUT TO PASS THROUGH THE

PAVEMENT IN A NEAT LINE.

SAW CUT EXISTING BITUMINOUS

NEW BITUMINOUS PAVEMENT

TO THE PLACEMENT OF THE

OF EXISTING PAVEMENT PRIOR

EMULSION TO VERTICAL FACE

APPLY TACK COAT OF RS-1

TO BE UNDISTURBED

EXISTING SURVEY MONUMENT

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FINISHED GRADE

THIS SHEET

SEE DETAIL ON

FRAME & COVER

9" MIN

8' MIN.

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IN

PARTIAL BOTTOM VIEW OF COVER

W/TOPSIDE OF COVER

LETTERING CENTERED & FLUSHSURFACE DESIGN

FLAT DIAMOND

PAVEMENT SECTION

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NOTES:

2" BIT. CONC.

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BITUMINOUS CONCRETE

NEW 2"

NEW SURFACE COURSE

2" BIT. CONC.

MATCH EXISTING

TYPICAL

EXTEND WITH CRUSHED STONE

NEW SURFACE COURSE

2" BIT. CONCRETE

NEW SURFACE COURSE

EXISTING PAVEMENT (RECLAIMED)

GRAVEL BASE

6" OF EXISTING PAVEMENT AND

RECLAIM AND COMPACT IN PLACE

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APPROVED EQUAL

2. SURVEY MONUMENT BOX SHALL BE DEETER FOUNDARY 1820 OR

H-20 LOADING.

1. SURVEY MONUMENT BOX SHALL BE CAPABLE OF HANDLING AAHSTO