Three County Fairgrounds Stormwater Permit Plans 11-03-2010

• 41R Phase I

Fall 2010

Northampton, assachusetts Northampton Stormwater Permit Plans

Prepared For: APPLICANT:

Three County Fair Redevelopment Corp. P.O. Box 305 54 Fair Street Northampton, Massachusetts 01061

CO-APPLICANT:

City Of Northampton Community & Economic Development Office 210 Main Street Northampton, Massachusetts 01061

Prepared By:

~~~The ~ Berkshire Design Group, Inc.

Landscape Architecture Civil Engineering Planning Land Surveying

KUHN· RIDDLE ARCHITECTS 7 NORTH PLEASANT ST.

AMHERST MASSACHUSETIS 01002

413·259·1630

FAX: 413·259·1621

4 Allen Place Northampton, Massachusetts 01060 Phone (413) 582-7000 Fax (413) 582-7005

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Date: October 1,2010 Revised 10125110 Revised 11101110 Revised 11103110

Sheet Index R-l Sheet Index E-O Overall Existing Conditions E-l Existing Conditions E-2 Existing Conditions E-3 Existing Conditions E-4 Existing Conditions E-S Existing Conditions E-6 Existing Conditions D-l Demolition Plan D-2 Demolition Plan D-3 Demolition Plan D-4 Demolition Plan D-S Demolition Plan D-6 Demolition Plan L-l Site Plan L-2 Site Plan L-3 Site Plan L-4 Site Plan L-S Site Plan L-6 Site Plan

Locus Map not to scale

S-l Grading & Utilities Plan Sola Grading & Utilities Plan S-2 Grading & Utilities Plan S-2a Grading & Utilities Plan S-3 Grading & Utilities Plan S-4 Grading & Utilities Plan S-S Grading & Utilities Plan S-6 Grading & Utilities Plan S-6a Grading & Utilities Plan SD-l Site Details SD-2 Site Details SD-3 Site Details

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KUHN RIDDLE ARCHITECTS 28 AMITY ST. SUITE 2B AMHERST MASSACHUSETTS 01002

413259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

'-----__ -J~~I~A The Berkshire Design Group, Inc .

5


This drawings is not intended nor shall it be u.sed for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above,

Keynotes/General Notes:

-Revised 10/25/10

.Revised 11/01/10

,Revised 11/03/10

PHASE 1 RENOVATIONS

Three County Fair Grounds Northampton, Massachusetts

Date:

FTOject:

Seal.,

Drawn By:

Sheet Index Plan

10101/10 10043 1"=100' jds

R .. l

B

c

D

A

B

c

D

~ __________________ 1 __________________ ~ ___________________ 2 __________________ ~ ___________________ 3 __________________ ~ ___________________ 4 __________________ ~ ___________________ 5 __________________ ~==========================~

'tmr.::-:==-= -.. ~--"i:~-

25C-230

Existing COlldit.\oiiSNotei~----------\ 1. Existing conditions and Inc., Northampton, MA.

2. Property lines are shown

raphy taken from field survey by Be,-kst' \re

monuments found.

Design Group,

3. The locations of existing undel-q",unld based on available dota and

shown in an am>ea,,;n\at, way only not be shown. Prior to cOl;st~uctJon.

at 1-800-322-4844 and contractor shall call the 'Dig tilities

-=:e .... _-

~=.F .........

.PPR~OKl[MATE LIMITS

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marked on the ground. The f~~~~~~~~~~t~~~~it?~'~ff~or~~~~:c~~~;~;l:e; - ~e:x~ac~t:-;~------I--------·-------------------------~~------------------________ ------------~~~~~~~~~~~~----~~l:~~~--~~~::~~~~~~~~,,~~------~~~~;:~ location of all existing utilities ,oem,e com men i D fully responsible for any and 01 damages which might be occasioned by his/her failure to exactly locate and preserve and all utilities.

0 20 200 " 53 p,.ar.. 69

~~~~~~ LOT 5

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KUHN RIDDLE ARCHITECTS

28 AMITY ST. SUITE 2B AMHERST

MASSACHUSETTS 01002

413259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

---~=-__________ I~====~~====~A ~~~The iii: Berkshire

Design Group, ~~"'I

Landscape Arr:hite,:tW"e Civil Engineeriml Planning Land Surveying

This drawings is not intended nor shall it be used for constructian purposes unless the signed profeSSional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

PHASE 1 RENOVATIONS Three County Fair Grounds Northampton, Massachusetts

Overall Existing Conditions

Date: 10101110 Project, 10043 E--O Scab 1'=100' Drawn By: jds

B

c

D

A

B

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This rlrdwingH is not intenrlt=d nor shall it be used fur mustru(..'tiun purposes unless the signed professional seal of a registered. architect employed by Kuhn Riddle Architects, Inc., is affixed above.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


Date:

Project:

Scale:

DmwnBY'

Existing Conditions

10/01110 10043 1"=20' jds

E .. l

B

c

D

A

B

c

D

~ ___________________ 1 ____________________ ~ ____________________ 2 ____________________ ~ ____________________ 3 ____________________ ~ ____________________ 4 ____________________ ~ ____________________ 5 ________________ ----Irr============================~

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------------------------------ ----------------

5



MASSACHUSETTS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~==========~==========~A

~~~The Berkshire Design Group, Inc.

Luntbcupr An'hitt'tturt' CMl Engineering Planning Land Surveying

This drawings is not intended nor shall it be used for construction purposes unless the signed professional seal of a registettd architect employed by Kuhn Riddle Architects, Inc., is affixed. above.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


Existing Conditions

Date: 10101/10 Project: 10043 Scale: 1"=20' E .. 2 Drawn By: jds

B

c

D

A

B

c

D

.-________________ 1 __________________ ~ __________________ 2 __________________ ~ ________________ __ 3

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4 5

KUHN RIDDLE ARCHITECTS 28 AMITY ST. SUITE 2B AMHERST

MASSACHUSETTS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~========~========~IA ~~~The ~ Berkshire

Design Group, Inc.

Landscupr An·hjtf'Lture Civil Engineering Planning Land SlU'YeYing

This drawings is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


Existing Conditions

Date: 10/01/10

E .. 3 Project: 10043 Scal~: 1"=20' Drawn By: jds

B

c

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N/F CHESTER J, BOROWSKI &

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5



MASSACHUSETIS 01002

413259 1630

FAX: 413 259 1621

~======~r=======~A ~~~The ;; Berkshire

Design Group, Inc.

Landscape An:hit~1urt' Civil Enf{ineering Planning Land SurYeYing

This drawings is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, ]nc., is affixed above.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


Dare,

Project,

Scale,

Drawn By:

Existing Conditions

10/01/10 10043 1"=20' jds

E .. 4

B

c

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A

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MAP 25 LOTS 58

MAP 25 LOT 59 CROSS PATH ROAD

N/F SZAWSLOWSKI REALTY, INC.

BOOK 6889 PAGE 278

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5


MASSACHUSETTS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~==========~==========~A



This drawings is not intended nor shall it be used fOT constnlction purposes unless the signed profe~ional seal of a regi'ltered architect employed by Kuhn Riddle Architects, Inc., ill affixed above.


-Revised 10/25/10

.Revised 11/01/l0

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


Existing Conditions

Date. 10/01/10 Project: 10043 Scab 1 "=20' Drawn By, jds

E .. 5

B

c

D

A

B

c

o

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KUHN RIDDLE ARCHITECTS 28 AMITY ST. SUITE 2B AMHERST MASSACHUSETIS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~===========U============~A


Landscape Archita;ture Civil Enginuring Planning Land Surveying

This drawings is not intended nor shall it be used for construction purposes unless the signed profeS8ional seal of a registered architect employed by Kuhn Riddle Architectll, Inc_, i, affixed above.


-Revised 10/25/10

-Revised 11/01/10

,Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


Existing Conditions

Date: 10101/10 Project: 10043 Scale: 1"=20' E .. 6 Drawn Ilr. jds

B

c

o

A

-

B

-

c

-

o

1

Demolition Notes 1. Existing conditions and topography taken from field survey by Berkshire Design Group, Inc., Northampton. MA.

2. The Contractor shall be responsible for a thorough site examination to determine the extent of demolition necessary to prepare the site for construction and sholl .... erify all items to be demolished or salvaged with the Landscape: Architect prior to beginning work.

3. Care shall be taken not to damage any items designated to remain; repair or replacement of damaged items designated to remain shall be at the Contractors' expense.

4. Disposal of property designated to be removed shall be ot the direction of the Landscape Architect or Owner, and shall conform to all applicable laws and regulations. All salvagable material shall be delivered by the Contractor to storage areas designated by the Landscape Architect. Contractor shall remove all existing unsuitable materials from the site.

5. The Contractor shall protect existing trees to remain with 2x4x6' stakes and snow fencing.

6. All topsoil shall be stripped from grass areas to be removed and designated by the Owner. The Contractor is responsible for all topsoil the specifications.

stockpiled in an area as needed to meet

7. The Contractor may use temporary fencing to control the site during construction. Prior to the finalization of the project, the Contractor shall remove all temporary fencing and barricades.

Erosion Control Notes 1. Erosion control measures shall be incorporated in the sequence af construction ta prevent sediment-laden runoff from leaving the site, and shall, where applicable, consist of at least the following procedures:

a. A siltation fence along downslope site boundaries prior to commencing any other work. Fence material shall be Mirafi 140N, Trevira 1127, or approved equal.

b. Temporary barrier of haybales around catch basins and drain inlets to prevent sediment-laden runoff from entering drainage system.

c. New or regraded slopes of 3: 1 or greater shall receive spread strow and/or seed and fertilizer as per plans. New or regraded slopes of 2: 1 or greater shall be blanketed with Curlex erosion control matting, or approved equal; provide temporary slope erosion control where required.

d. Fill and grading sholl be treated with slope stabilization seeding or ground cover and hay mulch upon completion.

2. All haybale and silt fence erosion and sedimentation checks sholl be placed prior to beginning work os per the plan and as per the appropriate detail specification,

3. Wherever haybale or silt fence filters are used, they shall be maintained in good working condition until ground cover is reestablished. Silt fence shall be periodically cleaned as necessary to assure proper and effective functioning, Haybales shall also be replaced as necessary. to provide adequate function.

4. Natural vegetation shall be retained wherever feasible up to the scheduled start of construction activity in the area. Where possible, clearing sholl immediately precede construction activity.

5. No siltation shall be allowed into the wetlands on site, and no erosion af any bank edge shall be ollowed under any circumstances.

6. Soil stockpiles shall be shaped and seeded with temporary cover as per seeding specifications or mulched if grading is to be delayed over winter, The downhill toe-of-slope of all stockpiled soils shall be protected by staked hayboles or silt fence.

7, If any questions arise regarding erosion and sedimentation control measures, the Project Landscape Architect shall be consulted immediately.

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MASSACHUSETTS 01002

413 259 1630 FAX: 4 1 3 2 5 9 1 6 2 1

~==========~==========~IA ~~~The

~BerkShire Design Group, Inc.

Lambcap~ ATChjt~cture

Civir Engineering Planning Land SlU'YeYing

i.i-y .--'----"----"-, ~=Th=is=d=r=awmgs='==is=n=ot=inte==n=de=d=n=or~s=hall==it=b=e=u=se=d=£=o=r=co=nJI=tru=ct[='o=n==-'! I \, ,/' I ~====: purposes unless the signed profesaional seal of a registered architect \_/- (V employed by Kuhn Riddle Architects, Inc" is affixed above.

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-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index III. . U I

11'

PHASE 1 RENOVATIONS


Demolition Plan

Date: 10/01/10

D .. I Project, 1 0043 Seal., 1 "=20' Drawn By; jds

I

B

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------------------------------ - ---------

5

KUHN RIDDLE ARCHITECTS 28 AMITY ST. SUITE 2S AMHERST

MASSACHUSETIS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~==========~==========~rA



ThiB drawings iB not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle ArchiteC1l3. Inc .• is affixed ab<JVe.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


Demolition Plan

Date, 10/01/10 Projec~ 1 0043 Scale: 1 "=20' D .. 2 Drawn By: jds

B

c

D

A

B

c

o

1 2 3

f-' WOOD 1 STORY METAL

BUILDING ED

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WALK

0 ELECTRIC

PANEL

4

ROW OF 6"

UP WI

5

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PVC PIPES

ELECTRIC SPEAKER '!-fL~~1~-n ' PANEL ELECTRIC =,

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5


MASSACHUSETTS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1


Landscape Architecfure Civil Engineering Planning Land Surveying

This drawings is not intended nor shall it be used for construction purposes unleSli the signed ptuft:ssional seal uf a registered architect employed by Kuhn Riddle Architects, Inc., is affIxed above .


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


Date:

Project:

S!;3.le:

Drawn By:

Demolition Plan

10/01/10 10043 1"=20' jds

D .. 3

A

B

c

o

A

B

c

D

--------------~1--------------5--------------1F==================~ r-__ ~~~~~=-=-=-=-=-=-;_~1~==::=:~~~~~1~~~~~~~~~2~~~~~~~~~1 ~~~~~~~~3~~=_~----~~:':l£FE~RR~~R~oA~u~~~ _~:4~~ ~ ~ I BIT. BERM\ / JtI •• ~' '_'":l:."~ ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ~T.:;~:. .. .7~";.T~~ ' .. UU~I •• ,~ •• ___ ••••••••••• _ BITBERMC , ~ ~h

'\ 'MA0~ LOT 62

111 '-oLD FERRY ROAD

N/F JAMES B. FRUTKIN &


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MAP 25 LOTS 56

MAP 25 LOTS 46, 56 & CROSS PATH ROAD

N/F CHESTER J. BOROWSKI

NANCY E. BOROWSK BOOK 3762 PAGE 4<

~,----------_ .. _--------------_ .. _---------------------I , ,

STAL '

" I

MAP 25

5


28 AMITY ST. SUITE 2B AMHERST MASSACHUSETTS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~========~===========1A ~~~The

I

iii;; Berkshire Design Group, Inc.

Landscape A.rchite~ Civil Engineering Planning Land Surveying

This drawings is not intended nor shall it be used for construction purp08es unless the signed professional seal of a registered. architect employed by Kuhn Riddle Architect:;, Inc., is affixed above.

!==============1r-Keynotes/General Notes:

·Revised 10/25/10 -Revised 11/01/10 ·Revised 11/03/10

Sheet Index ,nI. ", l ·. ~_ ' J

1

I/Icl.

~.

PHASE 1 RENOVATIONS


Demolition Plan

Date: 10101110 Project: 1 0043 Seal., 1"=20' Drawn Br- jds

0 .. 4

B

c

D

1

/ UJ w [l.

0:: u > [l.

w ~ u

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TO


------ ------

MAP 25 LOTS


N/F SZAWSLOWSKI REALTY, IN

BOOK 6889 PAGE 278

MAP 25 LOT 6e CROSS PATH ROt

N/F WILLIAM J. BLlZNIAf NANCY JANE BLlZ~ BOOK 9523 PAGE

UP #12 ~4f.HH--~-\~i~2hiJ;52.!~2!!!:t-----.---.------__________ . ______ _

5


413259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~==========~==========~A ~~~The ~ Berkshire

Design Group, Inc.

Landscape Architecture Gwil Engineering Planning Land Survtryins

This drawings is nut intended nur shall it be used fur corutruction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc" is affixed above.


.Revised 10/25/10

·Revised 11/01/10

.Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


Demolition Plan

Date: 10/01/10 Project: 10043 D .. 5 Seal", 1"=20' Drawn By: jds

B

c

D

A

B

c

D

~ ___________________ 1 ____________________ ~ ____________________ 2 ____________________ ~ ____________________ 3 ____________________ ~ ____________________ 4 ____________________ ~ ____________________ 5 ________________ ----lrr============================~

---------- -------------.. _------- - - -------- - -... - -----

ELECTRIC ANEL

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f'.E:MOVE: Sf'.AVE:L PAVINS

C.

ELECTRIC PANEL

HOME

IT ",M" THRESHOLD 119.93'

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INS ET (see sheet 1).3 for continuation above)

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DETENSION BA;JN

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5



-----



MASSACHUSETTS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

:======,-;=======i A

~~~The ! Berkshire Design Group, Inc.

Landscape Architectun Civil Engineering Planning Land Surveying

This drawings is not intended nor shall it be used for construction purposes unless the signed PTof~ssional seal of a registered architect employed by Kuhn Riddle Architeclll, Inc., ill affixed above .


·Revised 10/25/10

.Revised 11/01/10

·Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


Demolition Plan

Date: 10/01/10 Project: 10043 Sca1e: 1"=20' D .. 6 Drawn By: jds

B

c

D

c

D

~ ___________________ 1 ____________________ ~ ____________________ 2 ____________________ ~ ____________________ 3 ____________________ ~ ____________________ 4 ____________________ ~ ____________________ 5 ________________ -----rr============================~

Plant List SYMBOL OTY LATIN

CAG 28 Clethra olnifolio 'Compact Form' CC ER JT

PO TGG

I

------

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6 Cercis canadensis

Elymus riparius Juncus tenuis

12 Platanus occidentalis 10 Thuja Green Giant

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Sycamore

Green Giant Arborvitae

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3 gal. 2.5"-3" cal. 2" Plugs 2" Plugs

3-3.5" col. 6'-8' HI.

NOTES

12" D.C. 12" D.C.

DETENSION BASIN

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MASSACHUSETTS 01002

413259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~==========~==========~A ~~~The

Berkshire Design Group, Inc.

La1UiJcape Archirecture Civil Engineering Planning Land Swwying



,Revised 10/25/10

,Revised 11/01/10

.Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


Layout & Planting Plan

Dare,

Project:

Scale,

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(


MASSACHUSETTS 01002

413 259 1630 FAX: 4 1 3 2 5 9 1 6 2 1

~==========~==========~A


Landscape Archirecture Civil Engineering Pfanning Land SlU"lIl!Jing

This drawings is not intended nor shall it be used for construction purposes unless the signed profe!iSional seal of a registered architect employed by Kuhn Riddle Architects, Inc., i:s affixed above.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS



Date: 10/01/10 Project, 1 0043 Scale: 1 "=20' Drawn By: jds

L-2

B

c

D

A

B

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413259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~==========~==========~A

~~~The '" Berkshire Design Group, Inc.

Ltmt:bcape A.rchitecture Civil Engineering Plalflling Land Surveylnfl



-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS



Date, Project,

Scale, Drawn By:

10/01/10 10043 1"=20' jds

L-3

B

c

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121

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KUHN RIDDLE ARCHITECTS 28 AMITY ST. SUITE 28 AMHERST

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413259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~========~========~A ~~~The

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KUHN RIDDLE ARCHITECTS 28 AMITY ST. SUITE 2S AMHERST MASSACHUSETIS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~========~========~A ~~~The

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This. drawings is. not inknded nor shall it b~ us~d for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.

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-Revised 11/01/10

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MASSACHUSETIS 01002

413 259 1630

FAX: 4 1 3 25 9 1 6 2 1

I~==========~==========~A ~~~The ~ Berkshire

Design Group, Inc.

lAndscape Architecture Civil Englneerlnll Planning Land SUrYeying

This drawings is not intended nor shall it be used for construction purpO."ies unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above .


-Revised 10/25/10

-Revised 11/01/10

.Revised 11/03/10


Sheet Index

PHASE 1 RENOVATIONS



Date:

Project:

Scale:

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10/01/10 10043 1"=20' jds

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Grading Notes 1. Project benchmarks are distributed throughout the site, as per topographic survey by tThe Berkshire Design Group, Inc.

2. All sidewalks/walkways shall conform to the Massachusetts Architectural Access Board's (AAB) requirements. Sidewalk/walkway cross-slope is 1.5 % minimum, 2.0% maximum. Maximum slope in any direction shall be 5.07.. Slopes shall not exceed 2% across any accessible parking space or adjacent aisles.

3. All materials and construction methods shall conform to the construction standards and specifications of the City of Northampton and the Massachusetts Highway Department.

4. All dimensions, elevations and layout shall be verified in the field by the contractor and approved by the Landscape Architect prior to beginning work.

5. All new or adjusted manholes, gas gates, water gates and water services to be flush with finished grade.

6. All new or adjusted catch basin rims shall be set 1/2" below finished grade_

7. Notify the Landscape Architect of any discrepancies prior to construction.

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413259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

:======:;r:::::======: A


Landscap~ Archiucture Civil Engineering Planning Land Surveying

This drawings is not intend~d nor shall it he used for con.,truction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architect8. Inc., i, affixed above.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS


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KUHN RIDDLE ARCHITECTS 28 AMITY sr. SUITE 2B AMHERST MASSACHUSETIS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~==========~==========~IA

~~~The ;:::: Berkshire Design Group, Inc.

Landscape Architectuu Civil EngiMering Pfanning Land Surwying

This drawings is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architfi:h!, Inc., is a:f£n:d abow:.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

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MASSACHUSETIS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~==========~==========~IA

~~~The ;:::: Berkshire Design Group, Inc,




.Revised 10/25/10

.Revised 11/01/10

.Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS



Date, 10/01/10 Projech 1 0043 ScaIe. 1 "=20' S .. 2a Drawn By, jds/bed

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---3S-__ I "

1 2 3 4 5


MASSACHUSETIS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~==========~==========~IA

~~~The ;:::: Berkshire Design Group, Inc.




-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS



Date:

Project: 10/01/10 10043

ScaIe, 1 "=20' Drawn By, jds/bed

S .. 3

B

c

D

A

B

c

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28 AMITY ST. SUITE 2B AMHERST MASSACHUSETIS 01002

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This drawings is not intended nor shall it be used for construction purpooes unless the signed professional seal of a registered. architect employed by Kuhn Riddle Architects, Inc., is affixed above,


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KUHN RIDDLE ARCHITECTS 28 AMITY ST, SUITE 2B AMHERST

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~==========~==========~A


Landscape AT(:hirer:tur~ Civil ERRtneerlng Pfanning Land Surveying

This drawings is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered archittct employed by Kuhn Riddle Architech!, lnc., is affixed above.


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-Revised 11/01/10

-Revised 11/03/10

Sheet Index

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ELEV=121.83

CB 30 \ RIM~117.46· CONC.

:LECTRIC

FLUSH WOOD PLATFORM

--------

GRAVEL

----------

BOLL.

BOLL!

o

UP

~-----------------------

---- -.---

ELECTRIC PANEL up,

/ ---/

~"

GRAVEL

( ___ J

__ . __ -.------- ------. ------------------.------------------------;;. 33 (2'~)

ELECTRIC BOX

OVERHANG

BIT.

RIM~117.96· 4"(S)~117.16·

o

----------------------------------------------------------------------------T. STORY W/F

BUILDING

o

---------------------------~--------~:¥.=-l~fhg~--------.-.--~C~. 12"(S~ ~1 • • ~

""'= _____ • ____ ....:.1L<2:"C~M=P::=r1"2~";.(W~)1~c:>~"I~.:~·~M:,·----.-----l-~~RP~LI~:H~/Tr1=_1: "~~-~-:;-;;:'-:::.-~~;C::2:{;~=W~):~·-~-;-;-.~-6_.--_-_-_-_- _ --__ --_ -_-_ -_. _ --__ --_ -_. _ ._. _ --__ --_ ._. ~ •. - .. --.-.. - .. - .. ----.- - .. - .. ----.. - .. - .. ----.• - .. -.---.-.. - .. -.---.-~--.-.-.-- - -.--__ - .-. - .-_ - l __________ . BI . I'

<"Co., • SMH 31 <f. '"~ RIM~118.08. n S"(N ~114.28

o 8·(E)~11 .28' .. ..

CONC. THRESHOL 119.07'

o A/c

B"VC --------------------- -----

6' CHAIN LINK FENCE

6"X6" POST WI RISER

MH RIM-118.63· TOP OF PIPE~115.73· PIPE PASSES THROUGH NO INVERTS

FREE STANDING

ROOF

GATE

OH UP WI

GRADE ON CONC. 118.57'


~~-Rr.5EFf--.JiG).J:V ELECTRI OH

UP

GUY WIRE

o FLUSH CONC.

2' "

BIT.

'" (') r ;,> z c: Z A

M z n C;

GAIT

WIRE 12" CMP JA - 'II-"-... II.-..-.I-i'r !ll.. ~~II,*ttl[illln._...II.II.II .... II .... II.II.II.II.".II_II.1I ..... "" ~ I I f.( ~~N~i='" GON.~"C.TOR TO MODIFY EXPOS DO , r P ... 116.91· c:/J .11.

11.11." ......... -1...... ..... ........ : .. II ••••••• n.n ••••••• n • II ••••••• n • n •••••••• INVERT 1 1b.:29'(EXISTI1'lCSi Nv:---1 1-6:""':> \ ..

(q,-t C',y - • ! "'oS'1q, OVERHANG . 1 p I "VC'(' 2 ,, !

/ °STMIi

/ ~ i

o

BIT.

OVERHANG

STORY W/F BUILDING

STREET ....... SIGN

~UP #8 WI LIGHT

#9 IGHT

o 2" HARDWOOD

•••••••••••••••••••••••••••••••••••••••••••••••••••••• /_ .. , T, n _ _ jl <, Y o vnAi r" "C'1,, , 1.::,. ~ .... n. ----- -------- - ---------- --- 4"X4"

UP #12 wi TRANS.

o

._--------------o

o

1

----------------- ·~:=~~==:=====-==1:---=1JJl======-===~--~'" ----------------------- -_._- . _._--._----- ._-_._-- _._-----------_.

o 0 0 0 0 - .------------- --,,'-;':-'-,;-' ~--;-'-:' _' :-'-;' ;-"'--~~_ -_ ~;_~~==::::::::::o-.~-tJ-p--ll'4-.--Wi LlG~ ~3TRANS 0 0 0 0 0" 0 ~ 0

, I

I , , !

, , , ,

,,----/ --- ------------ -----.... ---

2

--------_ ... -----------------3

ROW OF WOOD POSTS 6-8" '" \

-_ ... - -.... --

GUY WIRE

o

------------- --------------

----- .... -""'----- :.. .......

.----~- .... - " .. "-------- , -" , , , , , , ,

4

, ",

" , , , /01, , 10 Ir , »

Z r Z ?<

'M , z I 0 I '" , , , , , , , , , , ,

I I I I I

'" ". .,. I I I , ,

I I I , ,-.'\J'l-f.-.."

---------- ------_ OST

-----_ UP 5' '-~" WOOD POST

---- UP 5' ------. -'- ------.~-.~~~-. 1:;-1 - •• _

UP #'6 -.----__

--r--~··~ BOLL. r STREET ----._.. • BOL.:""'",-- /

SIGN .'~.'~ .• ~

~ .. ~,~~-,-

..... ..... ,"'--.

GRAVEL

/ ~------...=roE'.. SPINDLE ~"~._~ RYD~ -- ---,-ELEV=119,06' .~


MAP 32 LO 12 UP #7 124 CROSS PATH ROAD

N/F

BRUSH

wi TRA~3S~, rrVYYVv,rr

J BARBARA E. SMITH BOOK 3221 PAGE 4

5

-----

KUHN RIDDLE ARCHITECTS 28 AMITY ST, SUITE 2B AMHERST

MASSACHUSETIS 01002

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

~========~===========1A

=i~~The ~ Berkshire Design Group, Inc.

Landscape AT(:hirer:tu1"~ Civil ERRlneerlng Pfanning Land Surveying

This drawings is not intended nor shall it be used for construction purposes unless the signed professional s~al of a ttgis"teted architect employed by Kuhn Riddle Archi1:ech!, lnc., is affixed above.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

Sheet Index

PHASE 1 RENOVATIONS



Date:

Project:

Scale:

Drawn By,

10/01/10 10043 1"=20' jds/bed

S .. 6a

B

c

o

A

B

c

D

5--------rF~~~~ 4 _____ ---1..______ KUHN RIDDLE 3 _______ --L_______ ARC HIT E C T S

2 ___________ ..l..___________ A~~~~=.;;~~~~~~~ 28 AMITY ST. SUITE 2B 1 _________ ..L_________ A M HER S T

,...---------- MASSACHUSETIS 01002

OITUMUNOUS CONe. WEARING COURSe. MDHP STD. CLASS I, TYPe. 1- 1

rJlTUM1NOU5 CONe. D1NDE:.R COURSE:. a/a- PRE:MOLDE.D POL YeTH-.t..fCNfC FILLE

JOINT SE.ALANT 5 RE.TAlNER RING MHD STA. CLA.SS I, TYPe. [-1

COMPACTtD GRAveL OASe. 95% MIN. t>E:NSfTY 1 Z'

. ~ I~ +. CONCRfCTEo

12"

5 SO-l

6"

8

UNDISTURBeD OR COMPACTCD SUI>GRADE

XTE:.ND GRAVEL 12- BE.YOND E:.DGE: OF

~AVlNG WHeRE:. ROAD 15 NOT CUROE:.D

DEPTH OF E"JASE. CONDITIONS ARE:. E:.NCOUNTE.RE:.D, NOTE:: IF UNSAUylT ~~~CRE.ASE:D IN THE: FIELD. MATCRIAL M U~

1 Bit. Cone. Paving NTS

h--------17"---------

Trench Section 'A' NTS

12'--------1 h--------

Trench Section 'B' NTS

1

.•. ~, ..... : .. ; \II~I\II +000 P.5.L . ~. • I rJ WITH 6"x6-X 1 0/ 1 0 N ..... • . .. ... .'. . ~:-~~7<---~~~~~-. . nllE.1 WIR" M"-SH 1--1 !.~~~~~--,1,~---'-~-7 .. ". ".. III _~ :... .. .. .{ .. ~.~ . . ° IIII~

. d 0 cO 0 0'0 °00 0'0 11111111 00° ° &b~cf){looo~ 0 0 00 0 IIII~ COMPACTCD n 0 aU 1 Q.Y;< 0 GRAVEL OASE:.,

o '60

°0 °0 09-..: Od 000 111"111 95% MIN. DfCNSITY °0 0<3 ~oo 8U 0 ° 0 _ 0 1Il!I o 0 - - ~II =111112:1~2:~~~=I~~:::. UNDISTURI>fCDOR II -I~- ~-II~-IIIIII~ 1I111 ~ I~ II ~ iIfii= iIfii-IIIII-IIIII--Iltt'MPAc~D SUI>GRADIO -lm-IIIII-1I11- - = = _

reXTuRE:. f)ROOM FINISH NOTE::CONCRE.TE: FINISH T~~~~~~~~F WAU<. WITH 3- TROWElLE:D E:.DGeS

PERPENDICULAR TO , EXPANSION JOINTS eVERY 20'

2

WALKWAYS: 5CORINGE:.VE.RV 5, • PROVIDE.E.XPANSION

UNLeSS OTHE.RWISE.INDI~~ ~~~~~nON JOINTS AT ALL P'OOTINGS JOINTS AT ALL VE:RTICAL

SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALK

Concrete Slab

3 SD-l

D Df:.PTH Of" ~A5f:. rrArJ~ CONDmONS AR~ ~NCOUNn:~ • Non:: If" UNSU .... " SeD IN THE: ~eLD, MATeRIAL MAV ~e INC........,....

TRG Paving NTS

TR~NC:H 1"'01{ f:lARNS

~ 1~~~~~~(j:-~~~~S:~!()j~\9~ +--- ~ ~ED-PREVENnNG PERFORATCD

Stone Dust Ring NTS

H'

POL Yr'"Q....M, se.e. SPe.CIr'"ICATION5

COMPACTCD GRAV!CL I>ASfC

UNDISTURI>ED OR CaMP ACTE:D SU~~ASE.

SD-l NTS T'1teNCH!"'OR WALKWAYS r-Acr or f:lARN, T'IP. H" DROP-IN HEAVY DUlY PEDESTRIAN

FRAME & GRATE

MATERIAL VARIES-SEE PLANS.

40MIL IMPt:RMt:Ae>Lt: LINER

MATERIAL VARIES-SEE PLANS.

40MIL IMPt:RMt:Ae>Lt: L1Nt:R

18" PERF HDPE LAID FLAT • '" , 1 0"\, IIW' , 1 '.OT

2" CLEAN WASHED STONE (40% MIN. VOID SPACt:)

2

UNDISTUR~rD OR COMP ACni' 5U~RADr:

2' CL1:AN WASHf:D STONE: ' .... 0'\6 MIN, VOID SPAC~

NE;r£D ONLY FIL reR F,.t..ORrc ON TOP OF STO

COMPACITO nAP ROCK GRA\IE.L ON OI"'-INFIL TRATION n~CH GRAD!'::. r OE.~SWAL~ATLOCATI

Infiltration Trench NTS

3,5' 6,5'

J... I JlAA~f\A --

11,~I--;1i111I-1J1 5'(;O:QC I 111I1 ~IIIII 11111 IIIL ~

~~I~II-IIIII-1lliJ E§;POo~ , II ~IIIII-IIIII IIIL II

II ~~I--;1~ II~~ 11-=1 I ~~-II ~UiII 11111 11111-11111 rill LIII I

~DISTUR~E;D OR COMPACTE;D SU~GRADE;

2" CllAN WASHED STONE: {+o'.l\ MIN, VOID SPACf:~

I"'1L Telt I"'AelRIC ON TOP Or"' .sTO~ I:I~D 0"," Y

COMPACTE;D TRAP ROCK GRA~ON 0,.. INf"IL lRATION TReNCH GRADE 2 Deep SW ALe.ATLOCA

1-------- VARIES SEE PALN -----1

9 SO-l

Trench Section 'C' NTS

3

VARIES

18"

6"

-d

!-"' o o"V

~ P ~1--;1~ 11-=11111= 111I1 pi 1=

7 SO-l

4

BY NYLOPLAST USA, INC. I --T / T T

OR EQuAL

2'f." PRE-ENGINEER.r:D DRAIN BASIN

/ 5Y NYLOPLAST USA, INC. OR EQUAL

>

. f

st:t: PLAN FOR PIP!: SIZ.t: ;, ('

(1 6>6>0 0 t ~

J SET ON 6" DEPTH COARSE AGGREGATE 0

0 0 0 r:9:,o RP' 0

NOn:: INSTALL PER MANUFACTURER'S SPEC.

Drain Basin NTS

Ht:Re>Acrous PLANTINGS St:E PLANTING PLAN

1 /2." SANDY LOAM Ae>OVt: PAVI':RS FOR COVl':R

GRASS PAVI': UNITS

STONE DUST RING

SHARP SAND FILL

COMPACTED GRAVEL e>ASt: 5/4" MAX. DIAM, PLACt: &

COMPACT IN TWO LAVERS TO 95% MIN. DENSITY

NON-WOVl':N FILTER FA5RIC ON TOP OF 5t:D

40MIL IMPERMEA5LE L1Nt:R

1 8" Pt:RF HDP!: LAID FLAT. N CENTERE IN TR.l:NCH T INV, I 1 2.84

2" CLt:AN WASHt:D STONE (40% MIN. VOID SPACi::)

f % t 1 0% sravel~ sand • planting mix shall consist 0 65 0

and 50'11 to 35% compost.

5

413 259 1630

FAX: 4 1 3 2 5 9 1 6 2 1

Ib~===rF=4IA 1~~The ~ Berkshire

Design Group, Inc.

lAndscape ArchireclUT~ Civil Engineering Planning lAnd SltnIeying

h U 't be used for construction This drawings is not intended nor.! aal' al of a reai~tered architect Ie th .gned profession se (:>_

purposes un ss e !I'ddle Arch.tern Inc. is affixed above. 1 dby KuhnR, '" empoye


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10

PHASE 1 RENOVATIONS


Site Details

Date: 10/01/10 Pmjecb 1 0043 S",I., as noted SD .. 1 Drawn Br- jds/bed

B

c

D

A

B

c

D

,-____________________ 1 ____________________ ~ ______________________ 2 ____________________ ~~ ____________________ 3 ____________________ ~ ______________________ 4 ______________________ ~ ____________________ 5 ________ -------------,ir=============================~

VARIES SEE PLAN

8.00'

H~R~AC~OUS PLANTINGS See PLANTING PLAN

1/2" SANDY LOAM A~OVE: PAVeRS FOR COVE:RS

GRASS PAVE: UNITS

\~ I \;G 'N \

I ' I~ "I ~ \\ ,,~~y~ X , I

V VI'IV ~iX0rl /~ 1/ ~ ~(;) ~ ~ I/I;\~' ~ ~~~~ , ,\ M~0 j

jr,

rx ,\ I) 0:j~ ~ '9{ 11l\ I '~I\ ~~ ~ ~ /) ~ /\\1, riA

.\\ ~/~ NI~. II.I:L ~~ ~ ~ \\ ~ I II. r II!! ~,I~ \ ,~ II, ./, III ~ II, ~\ < ~ r~/ \\ V;f I~ (Ig i/LUA:I \

:%~~ I I / '/));/&'0;~ SHARP SAND FILL

8" ~~~~~7i:Jfi~~( )qU~0~<<<~ COMPACTeD GRAVE:L ~ASe

(;(~~ RX:~~~'Y/<;" 3/4" MAX. DIAM, PLACe & -'f> )>. >~ )L 'j1 _ +r::2J''£ .::. :\: >::- COMPACT IN TWO LAVCRS ~, TO 95'1> MIN, DeNSITY

y;;y;;y;:.y;:. y;:. y;:. y;:. y;; '<' Iq y;; ~ ~ y;:. y;:. y;:. y;:. y;; y;; y;; '< 1;")/'>:: NON WOV~N ~IL ttR ~MRIC ON TOP O~ ~~D

24" R~ y;:. y;:. y;:. y;:. y;; y;; y;; ~~~y;:. ~ 40MIL IMP~RM~A~L~

~ F: F: F: F: y;; y;; y;; ~ '/)" LINeR

~ F F: F: F: y;; y;; y;; R.RRR ~ J"-F rr ~ y;; R.RRR ~'/~ I a" PeRF HDPE: LAID FLAT

I J"-F y;; Iq -F 'Y~ AND CCNTeReD IN TRE:NCH AT INV, I I 2.84' 18" , jCJ: ;& ); y;; y;; J: J: ~,

,,~ 0):: 2" QeAN WASHE:D STONE:

6" p;:. ~ y;; I' ~~ (40'1> MIN. VOID SPACe)

_ _ _ _ ' ~ofTOM ~E~ f12~4 _______ I~

t >~WNN>VN>--" >Y~> '/NN>VN>v, ~ UNDISTUR~eD OR COMPACTE:D SU~GRADE: ~'< ~~~~~~~~~~~~~~'< ~ ,,,,< :\: /",< /",< /",< /",< /",< h'< /",< /" i' /",< /",< /",< /",< /"'" ') :\: /,,"-

7.75' 1.5' 7.75'

Trench Section 'D' NTS

I 2" CAST IRON GRATE: ~Y NVLOPLAST USA, INC.

CONTRACTOR TO SUPPl V OWNeR wi SOLID COVE:R FOR eACH DRAIN INLf:T

AND SE:CURelY FASTeN GRATE. TO SYSTeM

Sf:e NOTE. ~eLOW

24" DRAIN ~ASIN WITH 24" SUMP ~Y NYLOPLAST USA, INC.

OR APPROveD f:OUAL

4" CONCReTe 4000 P.S.I.

WITH 6"><6'''' I 01 I 0 WIRe MeSH

I 1 a" NON PeRF HDPe PIPe

~ + ELEV. 118.75' + ELEV. 118.75' 4" 1-1=====r/'-------'---==---'-=~---7L----7'--------'--'===-:c'--'-'-'''-'-'''--~====:::::::;r-!

-,---~f~~t=====~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~t=======~~~ COMPACTeDGRAVE:L~ASE: VARIES y....~¢f------==:;;'3/7'i4';';" MC;'A~X;o,. D2:IA';';M"',';;PLC'-;Ac;:c:2'e""&

18"

\

3 Trench Section 'F' SD-2 NTS

1

COMPACT IN TWO LAVCRS

I a"HDPE: OUTLCT PIPe ONNE:CT TO TReNCH SE:CTlON 'A'

See PLANS FOR LOCATION AND INVE:RT

6" MIN PCPTH OF L" CRUSHeD STONE: ~eNE:ATH PIPE:

UNDISTUR~eD OR COMPACTeD SU~GRADe

3

1---- 2. DD' ----I

f---- 8.75'---~ __ 1.5' ~----8. 75'-' ----iO-j

2" WASHeD RIVE:R STONE:

TRG PARKING AReA SE:E. PLAN FOR SLOPe

NON WOVE:N FIL TE.R FA~RIC ON TOP OF ~f:D

40MIL IMPf:RMeA~LC L1Nf:R

2" CLE:AN WASHeD STONE: (40'1> MIN. VOID SPACC)

UNDISTUR~eD OR COMPACTE.D SU~GRADe

Trench Section 'E' NTS

4

VARIES

55" min.

'" L

GRADE ADJUSTERS TO SUIT FINISHED GRADE , ..

• • •••

8" .j.:f.:.:.: .::~ .. ~ :.::~??~ ;i~:·;;'~·;. :J~::.<:)

t '. " .:.

.. ' .<~ ~,.'.:

." ~ .. :,; ~ ... ,

~ .. ,. 7" ----~:X

....... :} '.', 6""On.CLEANOU1'~-I .' -.. ,' : .•. :;:": S1URMCliPTORlNSEKf

SECTION

'. '.

...•. ,

:.~

OU1l.E

TORMCEPTOR COVER AND ORATE

, :'. t:. :.-.

SKETSEAL ' .. ~ '.

.:.,.:: .

OUTLET

'-. ".-1--- 24" .:.: .',. .. ' .......

ENLARGED OUTLET DETAIL

SCALE 1:20

'--- 3." ---'

PLAN

ORIFICE PLATE

Stormwater Treatment Chamber (STC 900) (OR APPROVE:D E:QUAL)

NTS

4 5



413 259 1630

FAX: 4 1 3 25 9 1 6 2 1

~=======;-;======~ A

~~~The ~ Berkshire Design Group, Inc,

Landscape Architecture Civil Engineering Planning Land Sunteyilfg

ThiB drawings is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10


PHASE 1 RENOVATIONS


Site Details

Date 10/01/10 Project: 10043 SD .. 2 Seal., as noted Drawn By: jds/bed

B

c

D

A

B

c

D

,-_____________________ 1 ______________________ ~ ______________________ 2 ______________________ ~ ______________________ 3 ______________________ ~ ______________________ 4 ______________________ ~ ______________________ 5----------------------1Ir==============================~

.'. == 12'

LINE POST

MANHOLE. FRAME. b C.OveR FRAME..seT IN FULL ~~ OF MORTAR

ADJUST TO GRAD~ WITH MASONRY OR I)RICK NOT MORe. THAN 12"

I::.CCI:NTRIC PRI::.CAST UINrOR(2[)

CONCRl:.n MANHO~ CONI:. SJ:.CTlON

COPOl VMr::.R POLVPROP'v1...eNI::.Snp5 WJ'T1-I 1/2" GRADE. 60 SrefL RE.INfOKCMENT 6" MINIMUM COMPACTr:D GRAvel ALL AROUND

SEAL ALL JOINTS WTTH APPROVE:D ~ORMI::.D PLAST1C GASKU MAttltlAL OR RU~E:R O-RING

PRtr.A5T RI::INr-ORCED c.oNcRr:rr MANHOU:: RI5t:.R S~TION5

SE:AL V OPE.NlNGS WITH NON-SHItINK MO~TAR

2,'-CT

t

Drain Manhole NTS

~ b

,

~

.... -o·DIAM. TYPICAL

GATE:. POST OPE:.NING PER MANuFACTURER

LINE. POST

IIIIIIIIIIIWII~ 1\l1f- , -l\I1l

-'71111/:::11111

/ I 111M rill I .

ilIH-= 1111/ .• l\I1l_4

•

TIill\l1l dill'::::, , 7\il1 . 4 -

.

18'

.,

GATE: POST

Chain Link Cantilever Gate NTS

1

_11111=1111 h-..

•

18"

GATePOST

~

+----+

5~CTIONCN

MORTiseD RA.IL AND CAP 1'IP1C.AL

5-1/2' SQUARE:. EXTRUDeD POSTS

0 TOUNGt. b GROD'll1= !::IaARD • +"OC

;,t-

o ~'.f.IiT. -1l1J1 01 1111 '111/1 '1111 01 11/ 'IIIJI °1l1J1 '111/ 01 11/ '1 IIJ I III '1111 '1111 '1l1J1 ~rc ~~IiII~llllf lil~~ Illf 1IIIr~211111"" Ilif Illf 11111~ ~,I~lilll~ ·1"

TIfjj ...• 'ffiI~IIIII-/1111 -IIIII~ .'. "'::::1111/ -. . =IiIL 11111 11111 '·11/11

" %j ",I~II-/l111 ~IIII~ ',-=== ~ - . - ~ = iii L 11111-· TIii 3000 p" CO~~

%j' • I~II_ IIIII~.· ~. = ~OTING,TW. = . . = iii II 11111 ~ . .., IIII~ UNDISTUR~"D OR 11fjj ffiI·- -=s .. t=: COMPAC~D 5U~GRAD" =: .-. •.. '"""~ "'I~ S""SP~C"'CA1l0NS"OR I1I1I1I1 :--........ iiilill

Jllll .J "" r-t:Ncr. ~ANu~ACTUReR It.rORMATlON ~ ~

Ii Irli,il::==;l} 1- ::: 11111- 1111/--, MIN.

6' Vinyl Fence NTS

10' WIDE:. GATE: OPE:.NING PER GATE:. TWO GATES PE:.R LOCATION.

GAT1!POST

b , '"

b , i-

'" O.D. POST (TYP.)

+" OD. RE:MOVAe.L.E. GATE: P05T WITH LOCKING MECHANISM 0 LOCK

TRUSS ROD-TVP.

p r,

2- ME.SH 5GA

TRUSS ROD

LATCH & LOCK r-OR ReM. POST

I I ~INI5HE.D GRADE.-5E.E. PLAN Lill I FOR MATeRIAL

_III/I=::IIII-!Illi-IIII~ §i\II1-illil J 11II1-11W r- 7' 111\1 111\1

I\l1f == '. ITI1l - -"'UN,,;D;:;IS;;.;TC;'U,o,Re.;;;E.;!'D"'0o;;;RC;:;;--=;--I--_______ -l\I1l r--=MPACTeD SUOGRADE. 1111/==' '~IIIIIII ________ -=-5"..cD..cIA.-'-=GA..cTe=-'-P-=O"-ST.c...=SL=E.=E.IIE.=

• "0'" lliIl

1111 • • 1111

l\I1l ..

12'

AU.. POSTS eQUIDISTANT UNLe5S OTHE;.RWlse NOTeD 1 O'_ON MAx.. SPACING

LINt: POST '-1/2' O.D.(TYP.) SE.E. SPE.CS

TOP & eOTTOM RAIL 1-5/8" D.D. seE SPE:C5

TRUSSf)RACf.

I -5/8" 0.0. see .sPecs.

TURNf!lUCK.Lf:

TRUSS ROD-SIB" DIAM.

1 r FOR LINE:, 18" FOR E:ND/CORNE.R POST ..

FASn:.NE:RS - 6 GA. AT 1 Z· D.c' TOP & f)OTTOM RALS TO ATTACH MESH

ttRMINAL POST

, .0:1 =

•• IUJr

3" O.D. (TYP.) SE.E. SPE.C5 2" ME:SH

9 GAOl Sf:E: SPE.cS

FASTeNE.RS - & GA. AT T r D.c' Tt:.RMINAL 6 UNE: POSTS

ToArrAcHME:SH

TeNSION DAR SE.E. SPeCS

FINI5HE.D GRADf':-5E.E. PLAN FOR MATeRIAL

\!L. . .'. ~. 11111 uNDrSTURr'Jf!:D OR .., "'C";O;:;Mp;SAC;'C~Te;;;D;!'5~u"'e.C;:GRA=D,f._~~111 •

• '. iffi\ I:' = .• 11111

'=

~,";m-;I I~-:;-j-;-.,~"""I r' LINE: POST CORNeR/eND POST

NOTeS:

I. ALL POSTS, MESH AND FASTE:.NE:RS TO bE. ~LACK. VINYL COATE:D OR APPROVE.D EQUAL.

2. '-5/8- TRUSS r)RAce 6- 5/8" PIA. TRUSS ROD TO ~I! INSTALU!D Oe.TWE:e.N eND POSTS AND eACH ADJAceNT LINE: POST.

Chain Link Fence NTS

PRECAST CONCRETE: STRUCTURe 5,000 PSI CONCReTE. 28 DAY

RE:IN"ORCf:.D AS peR MANUFACTuReR

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T~Metal Corp .. 25+'1 State Route 4-0, Greenwich, NY 1288+

Stephen'6 Pipe e. Steel LLC, 116 N Main St., Manchester, CT 060+2

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REINFORCING STEEL SHAll COMPL V WITI-i A5TM A-6 , 5

H-20 DeSIGN LOADING AS PE:.R AASHTO HS-20-++

Manure Bunker NTS

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PReCAST STRUCTuRe TO f>f:. MANUr"'ACTURt:.D f)Y:

ARROW CONCRE:Tl': PRODUCTS 560 SALMON ~ROOK STREET GRANe,V, CT 06035 860-653-5063



413 259 1630

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~~~The ~ Berkshire Design Group, Inc,

Landscape Architecture Civil Engineering Planning Land Sunteyilfg

ThiB drawings is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.


-Revised 10/25/10

-Revised 11/01/10

-Revised 11/03/10


PHASE 1 RENOVATIONS


Site Details

Date 10/01/10 Project, 1 0043 Seal., as noted SD .. 3 DTawn By, jds/bed

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Three County Fairgrounds Stormwater Permit Plans 11-03-2010

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