Application and Supporting Documentation

0.84 MB·English

by  Town of Arlington Massachusetts

TOWN OF ARLINGTON
REDEVELOPMENTBOARD

Application for Special Porm Tn Accordance with Bavironmental Design
Roviow Procedures (Soetio 11.06 of the Zoning Bylaw)

Docket,

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Nineattord Owned) CAMPOB Kao PROPERTIES (Clink 7Apdeb 2-Be0r
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Town of Avlington Redevolopnient Board
Application for Spovial Permit in aceardance wit
Ezviroamental Design Review (Section 11.06)

Required Submittals Checklist

File each in hipoate exept lar rune
Retbrences wet Adington Zeuing Bylaw

Diunoosioval and Packing Tnfosmatviy Form

Site pla of proposal (Section 10.1163)

‘Model, iF reqpiccdl (Seetian 1LO6((1))
Drawing of exiting conditions Section 11,0664)

Deesving of proposed stunture (Section (@3)}

Proposed lnsdsenping, May be iconporatd into aive plan (Section! 1.06¢€)33)
Phosnaraphe (Section 11.06(4)(4)

pect stetement (Soetion 11.U6(eK6)})

Apptoulien and pluns-or si permits (Section 11.06{23(6)}

FOR OFFICE USE ONLY
___ Speeie Permit Grane Dats
Received evidanso of ing with Regisey ofDeeds Tate
____Nétitisd Busising Inspector or Spaced Perm fing Date
TOWN OF ARLINGTON

Dimensional and Parking information

fer Application to

‘The angton Radevelopmant Boerd DostNo,

Propary Lecoion +83 SOMMER ST, ARLINGTON DA. Zoning Dias _B.

Omer AMPDEUREO PROPERTIESALE — Aggrse, 270 MNES RUE ARLINENMaeaAT

Prasené UseiOccupancy: No.of Oweling Uns: \Ucos and thai rons aqua fa
YACANT AUTO REPAIR 4a
Proposed UestOccupensy Mo, of Dull Uni: {Use andthe areas eau tot 4
MixuaR 435 one Le TRkeWunneR _——_RRINA.S hua FRCS TEE RESURDEES U0
in, or Max,
Present Preposad Resid by Zoning
‘oc Pronoaad Use

Gonos Cancians

Lotsize se000" T igoee™ om rie |
rentage vest | woe fon sour
Fiore eo a a

tet Come 3) ra ee
‘ones

Lotto per Dvating Unt wa [ae Tage
‘ena

rer Yrs Det) — 7
Sen Yr Wnt) vive = hn
Raex Yard Depth [Fey nA Ete Sa id
etait ———
Se i ea

re aa | 30" lew 0

Opon space tof GFA) eesimanvie. [= | =m —
fab a =

a I cer
Pang Space ha) a lm

Paring ton otis) PS re
‘nee

Lending Spees io) [ates

"aps of Cnatucton 1 fete parencten Weve Fane
Distance to Nesrest Budding = Ee coin
AR, Reasyue & Sous LAE

Site Plan

Please see

Prapeised Site Plo
of

383 a 489 Sommer Stvet
rn

Adlington. MA.

Prepared iy: Paul J. Pinoechia PAS, No.36i 1S
PLP und Associates
4 ligaland Aveune

FRI DA-SA26

Plan flute

‘Dimensions of Ler
Proposed Building aed Set Bucks
Proposed Drainage
DampsterT.ccalion

Tuxdasupe Layout
AR Rusagee & Sout

Mronosed St

Proposed 483 Suimmxr Si
Arlington, MA,

ALR. Ronyne de Sans LLC
28 Grove Sueet Place
‘Addington, MA 02474

Plan Includes

+ Fluor Placs le catia, its, second and thid tloers
+ llevations of all sides of che building
Sullivan Engineering Group, LLC

Cal Pagivanee 8 Lyeed Peveljesnens Cons

November 2:. 2016
‘Two of Arlingion Pagimering Depart

Ret 483-489 Sommer Sree, Axtington
Site Redevelopment

1 hoa fe May Concer:
Tnecaer of 83-8880 Sirnmer Strat St ansking to redevelop pertion ofthe ropenty, specifically 883 Suewmee
Seat” In order (omutigate isrerses in pavemer, walkway, an hing aaa the applica is proposing taal
‘ovis prvemar with a eansictad sone stb lo provide storage and mnfiltaron af snemwater rum Sail wing
{eas candhicte on the propor on 824/16 by Jac Sullivsn, PR, CSE. Thesite wax preminaely fil fo dhe Su af dhe
site anda Jcamy’Sand was ionife athe rea ofthe ste. There was no indiculion ofa season high yrouuwster
ableton dopth a 4. The NRCS soil usps slow his aren as Pron soils und ax such Che site was modeled for "B”
type anil. ‘The Site Plans fr this poise peoparod be PIP Associates provide w ennseveion Alec shoving the porns
Drvetnentspesiieabun incluting the subbase preparation, Adlttonally. Oporaion and Maintenance pan for shsl
‘enn long farm maintenance iv ew ow this el chet 2nd the 4M plan shri bo parcaP lhe Conditions of
Approval. Asa conscvative ypiroach, the joie patent was mended hun eeflzation rate uf 0 MP sich i
canatone se a Sony Loans Class B soil nuke the avs matin

Altesisting pavement atens emia 2483 Sumnmes Sect) ite resuoved and teplased wish porous pave ad
Th: requted subbase “0 provide cooeitenay in mattenanee fur he site epost davelrymen!stenaro. Therookes
rea ofthe gropceed bul?ing wil ha seiavcyed via 2” HDPE solid pipe ian the subhaso molest aud en dhe 04 dion
Shall change to 4” HPL perf pige. A miniewem of tv let a cows shoul he pmavided over the root dein
within rhs sed wy

he Hyde naport anodes th Predevelipnent Cendidon vs, Pusidevelopment Condition ihr the entire se a
‘The strate design reduces the pak ate Franot¥ nd veluse foc He 2, 10 a6 100 year susin avant. ‘Tae
Sallowng fs susie of tho peuk re af aa Ibe escons storm even

Presor Posndewelopment ef)
‘Sonn Eve,
2% 4.06
Yew 02
100 Year 02

septa
eer a

sed ogghiSavatt

“AR6AS email: jacks 8@Geomensl. ne

PO Tox 2004 Wola MA O1SR8 (761)
Total Site Area

i 1R
Total Offsite

ee ~~ £
GD mj A im
Predevetopment 11212016 {y0 ll 24.2 Yoar Storms Retnfot=3.00"

Prepared hy {enter your company name here} Page 2
HidioGAban? U0 si Cras 3 1388-2075 Apaled Nerooum ser Sysluns suziyme
“Time span=6,ck-20.00 hr, dl20.05 hrs, 301 points

Runoff by SCS TR-20 method, Us
Reach roving by StorindTians meted!» Pod raufng by Stosind method
‘Subeatchnent 48: Total Site Area Runof raa=10,000 sf Huei Deptt.
TWEM min GN=O AunoH=0.52 ae 0.225 af

Reach 1R: Total Offsite Inow20.52 fe 9.383

036 af Avoraye Runotf Deptt 1.3

Total Runoff Area = 0.230 ae Runoff Volume
Predevelopment_11212016 ‘Type if 24-hr 2 Year Store Rainfet!=3.00°
Prepared by fonler jour cornsany name te} Page 2
fingeGADe rO0 51 GOdss @ fog anes Rocamgub Sys unio
Subeatchment 18: Total Site Area
Awet = 052fs@ 1200h, Valune= OBS, Dope 1.86"
Aune#by 908 TR2C rete, UNESCE, Tine Spar .00-20.00 6, os O05 Fes
Type 24-hr2 Year Sta’ Ratfal-S 00"
reas) CN _Daseigtion _
1165 §0 Ex Bulking Rao?
Bare 88 Pavement one Arwos
2e0s 68 S)yo% Grace cove Fa, HOG B
7o.000" “BO Weishal verge
Te Length Ghpe Valoety Casaiyestipion
inn) feet) IB“ Mnecl ea -
80 Breen,
Subcatchment 1S: Total Site Area
york : _
aes 0,52 ofs =

Type Ill 24-hr 2 Year Storm
Rainfall=3.00

Runoff Areq=10,000 sf

} Runoff Volume=0.036 af

Runoff Depth=1.86"

To=6.0 sin,

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