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PROJECT SITE VICINITY MAP:

PREPARED BY:

PROPOSED MAINTENANCE BUILDINGJUNIPER HILL VILLAGE

1 SILO CIRCLESTORRS, CONNECTICUT

AUGUST 23, 2016

PREPARED FOR:JUNIPER HILL VILLAGE

1 SILO ROAD

STORRS, CONNECTICUT 06268

LIST OF DRAWINGSNAME TITLE

TITLE SHEET

C-100 EXISTING CONDITIONS & REMOVALS PLAN

C-200 SITE DEVELOPMENT PLAN

C-300 SITE DETAILS

A-001 GENERAL NOTES

A-100 FOUNDATION PLAN

A-101 FLOOR PLAN AND SCHEDULES

A-500 EXTERIOR ELEVATIONS

A-600 BUILDING SECTIONS

A-601 BUILDING SECTION

E-101 ELECTRICAL NOTES AND PLANS

0' 50' 100'

SCALE 1" = 100'

0 1/2" 1"

99 Realty DriveCheshire, Connecticut 06410

(203) 271-1773 Fax (203) 272-9733

www.miloneandmacbroom.com

Copyright Milone & MacBroom, Inc - 2012

Know what's below.before you dig.Call

R

www.cbyd.com

1. PROPERTY AND TOPOGRAPHIC SURVEY ARE BASED ON A MAP ENTITLED 'PROPERTY AND

TOPOGRAPHIC SURVEY - FOR A PORTION OF ONE SILO CIRCLE', PREPARED FOR MANSFIELD

RETIREMENT COMMUNITY, INC. ONE SILO CIRCLE, STORRS, CT. DATED JUNE 15, 2016 AT A SCALE OF

1"=20' PREPARED BY MILONE AND MACBROOM, INC.

2. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON

AVAILABLE INFORMATION AND MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED

APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO

BEGINNING CONSTRUCTION. CALL "CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS

THAT DO NOT MATCH THE VERTICAL OR HORIZONTAL CONTROL SHOWN ON THE PLANS SHALL

IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.

3. MILONE & MACBROOM INC. ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA

WHICH HAVE BEEN SUPPLIED BY OTHERS.

4. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.

ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

5. ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, BE SEEDED WITH GRASS AND

MULCHED, AS SHOWN ON THE PLANS.

6. THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER

AUTHORITY, AND STATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND

LOCATIONS SHOWN, AND LOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER PRIOR TO THE EXECUTION OF WORK. THE ENGINEER WILL NOT BE HELD LIABLE FOR

COSTS INCURRED TO IMPLEMENT OR CORRECT WORK WHICH DOES N0T CONFORM TO LOCAL

CODE.

7. ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS USED DURING CONSTRUCTION SHOULD

BE STORED IN A SECONDARY CONTAINER AND REMOVED TO A LOCKED INDOOR AREA WITH AN

IMPERVIOUS FLOOR DURING NON-WORK HOURS.

8. SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED

WITHIN THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND

MAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND

EROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND

SEDIMENT CONTROL, CONNECTICUT - 2002", AND IN ALL CASES BEST MANAGEMENT PRACTICES

SHALL PREVAIL.

9. ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) UNLESS OTHERWISE

INDICATED.

10. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.

11. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF MANSFIELD

REQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND

INCIDENTAL CONSTRUCTION, FORM 816 AND ADDENDUMS

12. FOR COORDINATION OF ELECTRICAL CONNECTION, PLEASE CONTACT:

EVERSOURCE

JASON VALENTINE

(860)267-3889

jason.valentine@eversource.com

13. FOR COORDINATION OF WATER CONNECTION, PLEASE CONTACT:

CONNECTICUT WATER

PAUL RADICCHI

(860)486-1081

PRadicchi@ctwater.com

GENERAL NOTES

ZONING DATA TABLEZONE RAR-90

REQUIREMENT REQ'D/PERMITTED PROPOSED

LOT AREA 90,000 SF NO CHANGE

MINIMUM LOT FRONTAGE 200 FT. NO CHANGE

MINIMUM FRONT SETBACK 60 FT. NO CHANGE

MINIMUM SIDE SETBACK 35 FT. 66.5' TO NEW BUILDING

MINIMUM REAR SETBACK 50 FT. NO CHANGE

MAXIMUM BUILDING HEIGHT 35 FT. <35 FT.

XX

EE

JUNIPER VILLAGE

SURVEY AS PROVIDE BY:

DATUM ENGINEERING & SURVEYING, LLC.

8

"

P

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CL&P

4130

CL&P

4955

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Ipin

Conc

Retaining Wall

Stone Wall

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l

S

Rock Pile

Grass

Ipin

(Held)

Compiled (See

Note 4A)

Gravel

6

3

0

6

2

9

6

2

8

6

2

7

6

2

6

6

2

5

6

2

4

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3

6

2

2

6

2

1

6

2

0

6

2

1

6

2

2

623

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2

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6

2

5

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2

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6

2

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6

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6

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2

6

3

0

6

3

1

632

6

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8

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Existing

Building

FF=629.8

Existing

Building

FF=632.8

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Building

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Gravel

CL&P

4130

CL&P

4955

Ipin

Ipin

H

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d

g

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24" Maple

12" Maple

24" Oak

(Twin)

15" Ash

12" Ash

12" Ash

24"

Maple

18"

Maple

16" Maple

26"

Maple

(Triple)

10" Ash

(Twin)

14" Maple

6" Maple

10"

Maple

12"

Maple

6" Maple

6" Maple

10" Maple

16"

Maple

4"

Maple

18"

Maple

3"

Maple

14" Maple

12"

Maple

14"

Maple

24"

Maple

14" Maple

7"

Maple

14"

Oak

27"

Maple

17" Maple

12"

Maple

12" Maple

16" Maple

14" Maple

8" Maple

17" Birch

20" Maple

20" Maple

16" Maple

12" Maple

10" Maple

15"

Maple

14" Maple

Conc

Retaining Wall

Stone Wall

R

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Rock Pile

Grass

N

3

2

°

4

3

'

0

0

"

E

1

1

7

.

2

5

'

N47°31'35"E

141.71'

N53°41'45"W

40.64'

N50°24'11"E

41.23'

S

5

3

°

4

1

'

4

5

"

E

1

6

8

.

4

7

'

S

5

6

°

1

1

'

1

5

"

E

1

2

3

.

4

3

'

Ipin

(Held)

3

5

'

Permanent Easement in Favor

of The Mansfield Cooperative,

Inc. (See Note 5A)

Connecticut Natural Gas

Corporation (See Note 5B)

N/F

GLEN RIDGE

COOPERATIVE, INC.

N/F

TOWN OF MANSFIELD

HOUSING AUTHORITY

Compiled (See

Note 4A)

3

0

'

Water and Sanitary

Sewer Easement

(See Note 5C)

Gravel

6

3

0

6

2

9

6

2

8

6

2

7

6

2

6

6

2

5

6

2

4

6

2

3

6

2

2

6

2

1

6

2

0

6

2

1

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6

2

4

6

2

5

6

2

6

6

2

7

6

2

8

6

2

9

6

3

2

6

3

0

6

3

1

632

6

3

3

EXISTING CONDITIONS REMOVALS PLAN

SHEET NAME

DATE

C-100

PROJECT NO.

DESIGNED

SCALE

DRAWN CHECKED

EXIS

TIN

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ON

DIT

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S A

ND

REM

OVA

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LAN

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(20

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(2

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Copyright Milone & MacBroom, Inc - 2012

DJK CEH DJK

NOVEMBER 18, 2016

3800-03

1"=20'

STO

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N

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LEGEND

REMOVALS LEGEND

EXISTING BUILDING TO BE REMOVED

EXISTING BUILDING AND OVERHANG

TO BE REMOVED

EXISTING WALL TO BE REMOVED

EXISTING GRAVEL DRIVE TO BE

REMOVED

SAWCUT CLEAN EDGE. REMOVE AND REPLACE PAVEMENT

EXISTING ROCK PILE TO BE

REMOVED/RELOCATED

-COORDINATE FINAL LOCATION WITH

OWNER

PROPOSED TREELINE / LIMIT OF

CLEARING

(TYP.)

NOTES

1. THIS EXISTING CONDITIONS PLAN HAS BEEN PREPARED PURSUANT TO THE REGULATIONS

OF CONNECTICUT STATE AGENCIES SECTIONS 20-300B-1 THROUGH 20-300B-20 AND THE

"STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED

BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26,

1996. IT IS A PARTIAL PROPERTY SURVEY/TOPOGRAPHIC SURVEY BASED ON A

DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND

TOPOGRAPHIC ACCURACY CLASS T-2 AND IS INTENDED TO DEPICT EXISTING SITE

CONDITIONS.

2. NORTH ARROW AND BEARINGS ARE BASED UPON MAGNETIC NORTH.

3. ELEVATIONS, CONTOURS AND BENCHMARK ARE BASED UPON REFERENCE MAP 3D.

4. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS:

A. "REVISED SITE PLAN SHOWING LOCATION OF BUILDINGS ON PHASE 1B, MANSFIELD

RETIREMENT COOPERATIVE, INC., AKA GLEN RIDGE, SILO ROAD, MANSFIELD,

CONNECTICUT," SCALE: 1"=40', DATED: FEBRUARY 19, 1986, REVISED TO: MARCH

18, 1986, PREPARED BY: EDWARD K. BEALE, L.S., MAP #16/16 S.L.R.

B. "EASEMENT MAP PREPARED FOR CONNECTICUT NATURAL GAS, CO. ACROSS LAND OF

MANSFIELD RETIREMENT COMMUNITY, INC., SILO ROAD, STORRS, CONNECTICUT,"

SCALE: 1"=100', DATED: JULY 1, 1993, PREPARED BY: DATUM ENGINEERING &

SURVEYING, MAP #23/99 S.L.R.

C. "ALTA/ACSM LAND TITLE SURVEY PREPARED FOR HUNTOON HASTINGS, INC.,

PROPERTY OF MANSFIELD RETIREMENT COMMUNITY, INC., MAPLE ROAD, STORRS

CONNECTICUT," SCALE: 1"=60', DATED: MAY 27, 2005, REVISED: SEPTEMBER 27,

2005, PREPARED BY: DATUM ENGINEERING & SURVEYING.

D. "SITE PLAN (NO TITLE BLOCK OR DATE)" PREPARED BY: RALPH E. ZAHNER.

5. PARCEL IS SUBJECT TO THE FOLLOWING:

A. "35' WIDE PERMANENT EASEMENT CONVEYED TO THE MANSFIELD COOPERATIVE,

INC. BY THE MANSFIELD RETIREMENT COMMUNITY, INC.", DATED: JULY 6, 1982 AND

RECORDED IN VOLUME 200 AT PAGE 205 S.L.R.

B. "GAS EASEMENT CONVEYED TO THE CONNECTICUT NATURAL GAS CORPORATION",

DATED: SEPTEMBER 29, 1993 AND RECORDED IN VOLUME 341 AT PAGE 150 S.L.R.

C. "30' WIDE WATER AND SANITARY SEWER EASEMENT CONVEYED TO NEW

SAMARITAN CORPORATION", DATED: JANUARY 12, 1993 AND RECORDED IN VOLUME

331 AT PAGE 228 S.L.R.

6. SUBSURFACE UTILITY LOCATIONS DEPICTED HEREIN HAVE BEEN COMPILED USING

INFORMATION FURNISHED BY THE UTILITY COMPANIES AND SUPPLEMENTED WITH FIELD

LOCATIONS. THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE, MAY NOT BE

COMPLETE AND OTHER SUCH FEATURES MAY EXIST ON THE SITE. THE SIZE, LOCATION

AND EXISTENCE OF ALL SUCH FEATURES MUST BE VERIFIED BY THE APPROPRIATE

AUTHORITIES PRIOR TO CONSTRUCTION.

0' 10' 20'

SCALE 1" = 20'0 1/2" 1"

0' 30'

0 1/2"

SHEET NAME

DATE

C-300

PROJECT NO.

DESIGNED

SCALE

DRAWN CHECKED

DES

CR

IPTI

ON

BY

DA

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99

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06

41

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(20

3)

27

1-1

77

3

Fax

(2

03

) 2

72

-97

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Copyright Milone & MacBroom, Inc - 2012

SITE

DET

AIL

S

DJK CEH DJK

NOVEMBER 18, 2016

3800-03

N.T.S.

STO

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S, C

ON

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TEN

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BU

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JUN

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HIL

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1 SI

LO C

IRC

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CULVERT END

REINF. CONC.

PLAN

CULVERT END

ELEVATION

1'-0"

SPLASH PAD

FLOW

La1'-0"

CROSS SLOPE

6" GRANULAR FILL

N.T.S.

PIPE

PIPE

FLARED END SECTION WITH

RIPRAP SPLASH PAD

8'

6'

2'

SP

RP

d

AS SHOWN ON

CROSS SECTION

ROOTFLARE

ROOTBALL

SUPPORT POST

5' TILLED

TOPSOIL, TYP.

2

3 4

"

DRIVE POST AT ANGLE

AND DRAW VERTICAL

FINISHED GRADE

2" HIGH EARTHEN

SAUCER

1/4 WIDTH ROOTBALL

REMOVE WIRE BASKET

UPON PLANTING

REMOVE TOP PORTION

OF BURLAP ONLY

RUBBER HOSE

SECTION

PLAN

NOTES:

1. SUPPORT STAKES SHALL BE REMOVED BY THE

CONTRACTOR ONE YEAR AFTER INSTALLATION

SLOPED

SIDES

4" DEPTH OF MULCH

CLEAN

BACKFILL

COMPACT SUBGRADE

2'-10" M

IN

.

8'

LIMIT OF BALL

TREE PIT

EDGE OF MULCH AS

PER PLANS OR TO

DRIPLINE OF TREE

TREE PLANTING DETAIL

N.T.S.

CONCRETE SURFACE

N.T.S.

CONTROL JOINT

N.T.S.

CONSTRUCTION ENTRANCE PAD

N.T.S.

SEDIMENT FILTER FENCE

N.T.S.

BITUMINOUS CONCRETE PAVEMENT

N.T.S.

EVERGREEN TREE DETAIL

BIO-DEPRESSION / STONE LEVEL SPREADER

N.T.S.

FINISHED GRADE

MAINTAIN SAUCER ON

LOWER SIDES OF PLANT

TO RETAIN WATER

PLANTING SOIL MIX

WATER AND TAMP TO

REMOVE AIR POCKETS

COMPACT SUB GRADE

SHRUB DETAIL

N.T.S.

FRAMING NOTES:

FINISHING NOTES:

PLUMBING NOTES:

MECHANICAL NOTES:

GENERAL NOTES:

GENERAL CONSTRUCTION NOTES:

FOUNDATION NOTES:

CONCRETE NOTES:

MASONRY NOTES:

DRAWING INDEX

Governing Building Codes2016 CONNECTICUT BUILDING CODE

2012 INTERNATIONAL BUILDING CODE2012 INTERNATIONAL EXISTING BUILDING CODE2012 INTERNATIONAL MECHANICAL CODE2014 NATIONAL ELECTRICAL CODE (NFPA 70)2012 INTERNATIONAL PLUMBING CODE2012 INTERNATIONAL ENERGY CONSERVATION CODE2009 ICC/ANSI A117.1 AMERICAN NATIONAL STANDARD FOR ACCESSIBLE & USABLE BUILDINGS & FACILITIES

FOUNDATION PLAN1

FLOOR PLAN1

LEFT ELEVATION1

FRONT ELEVATION2

RIGHT ELEVATION3 REAR ELEVATION4

BUILDING SECTION1

BUILDING SECTION2

BUILDING SECTION1

ELECTRICAL PLAN1