32C-141 (8) Carlso,n4—SchminArchitects,Inc.
FAX COVER SHLIET
TO: Joanne Campbell, Valley CDC (413)588-7521
Patrick AcCarthy, Valley CDC (413) 586-7521
Tilman Lukas, MBL Housing & Development (413) 747-8515
Karen Leveille, HAP, Inc. (413) 731-8723
Bob Desrosiers, Desrosiers & Son, Inc. (413) 593-3335
Steve V4ovich, PDSi (413)-%7-0031
Derek Cavanaugh, MHIC (617) 850-1106
Anthony Patillo, Northampton Bldg. Corn. (413) 87=12 2
Andy Pavlica, Enbineering Design Associates (413) 788-0967
Emil Holmberg, E.B. Holmberg & Associates (413) 529-2237
Gregory Kereakaglow.-F—B. Holmberg &Assoc (413) 529-2237
FROM: Kevinf3oi hild-Shea
RE: Millbank Affordable Housing
Job Meeting --05' 23/03
DATE: May �7, 2003 Pages: 7
i
1 South End Bridge Circle Agawam,Mou"husetts 01001 (113)7865556 telephone (111)7B6b130 faz www.earisonachmttt.com
(i' Q IU-u8L 11[WS re NOSIP rdG7 Q
Fiat' 09 03 03: 32p EDA, inc. (4113)788-0557
slfSPs
SIMPSON KOTA (5-4)
m j 4,- ,
2
x_2
TCE: 116•-4 11411--
O
f r �
- nit tJw
�Aj t
I
.. L- t t
i PkfCrt-a J
LE CAP
o
ffi NO yr T-10 1
$ 19-6 3/14'
a
s
e
_4
i
UNIT-3A UNIT-2
0
F
z
ENGD EEERING DESIGN ASSOCIATES,INC.
Clarification Dra'ilhe-
SV K - S Datr t'9 X03 1 11
5-1 � , of 1 Millbank Affordable Housing RpfPrecxoe sh-m Flol kddbCtNML
� iald.eb+n.,te�we sixir 1t4'=�•�-
c Nonhampton,Massachusetts
o Drawn ht': MAEjr I I
0
L,.%L 'd y6L �fJ Qs' ly yaL 111uVHJS NGS IbJ bvdG >'UU L n�W
OTO, Fax=413-788-8830 May 15--2Q3 08:09 fl.03
Technical ata
Engineered Solutions for an lnnovxGve world
_+"WUCI Mirafi® X-Series-Woven
Polypropylene -Geolexfdes
for Sedimentation Control,Soil Separation,
and Road Base Sta�ileratien
Mirafi°X-Series Technical Data
Property Test Mothoo u ro" I"CK 70oX 5007(1 600x GOOK
Greb Teruite Strength, ASTM D 032 ON(Ib6) QAO(90) 0.65(1'24) 0,62(140) 0-90(200) 1 AO(315)
Greta Tensile Elongation ASTM D 4632 %MD!CD i5/1s 15115 15/10 15110 15110
Trapezoid Tear Strehyth ASTM D 4533 kN(ibs) 0-72 IK-M Q t651 40 24445) AL3 175) 0.53(120)
Mulltn Burst!4 a gth 1tST4A.O 3706 kPa(pal) 1376(200) 206D(300) 2240(325) 2-56(400) 4134(600)
Puncture Strength ASTM D 4833 kN(ibs) 0.22(50) 0.26(60) 029(6s) 0.40(90) 0.53(120)
LN Resistant after 500 hours ASTM 0 4355 -A Strength 30 70 TO 74 70
Apparent Opening Size ASTM 0 4751 nv+t (us.Sieww) 0-80(30) 0.60(30) 0.60(30) 0.30(50) 0.42S(40)
perm8tiv)ty ASTM D 4491 sec 0.1 0.1 0.05 0.05 0.05
Mies apply to born machine and cross-mecbmw Directions -
PtwckagMg
Roll Width m(fl) 0.9(3) 0-9(3) 38(12.6) 3,a(IZS-1 3.8(121)
5-3(17,5) 5.3(17.5)
Roll Length m(ft) various 100(330) 154(504) 132(432) 110(360)
94-t(309) 78.7(258)
Est.Gross Weight kg(lbs) varneus 12(26) 45(190) 95(210) 102(240)
Roll Area m°(Yd) verlous 92(110) 595(700) 502(600) 418(500)
SubgradrlAggregate Sal Don Aggregate Confinement SubgradeLo30''DbV*vao.+
Up .. .. . rtia taw
�Y K �a
f �+ Wad)WwW >tGaiL
www.m irafl,corn
1tQfNi"J4 st�t5 - wauaawty t7oMOaatt otnt
Complete avaniam awmame IS oorebk from Ton Cale Ten CM WIvon "tit gem w9 corn 365 qe 44n"Al 4 Pd.* PMgeg'isf,GA 70567
Mconn and at oars nepresw,sever. Scr*04 tnd,da asis, tehn ro the%parrkatj.=PL.Wwd�n fie keraWrt for.xa, tBern=ss-ows•000 03-Mi•Fe (7(x4 cvl.eeM
;axe 3arg ocwr aM spacv4&on sopw-u-md as AaWW "ti0n on emlt4t.0n5 t0 v++S++shanty,contact Ten Cate
Snag of 7rM054een, r+o w, _ C-2
�
J
T)n Cate N(Ce)4a
t.T.P05.*.4103
(i
D-M May 15 2003 08:09 P.02
radtva Description M -
Enyiriverled Solutions for an lnnovabW World
�rOM ��r X'series wo
Tolyprowlene
for Sediment Control,SoiTSeparatim,
and Road Base Stabilisation
PRODUCT DESCRI"ON installation upon defivory. Mutt'60OX
Mirafi• X-Series pro6cts are woven Cost.Mmh*500X/600)(geotextiieswere Mkilire 50oX applications include separation
eotextdes corn used of UV stabilized eevolei"4o4zMrove the economics
Q p" au+der Dafkiny lots,resirlenual street.8nd
Polypropylene slit film.Mir611�X-Senes woven and performance of roaaway systems roadways.Mirafi'50OX is used over good to
Polypropylene Geatextites ptewM9 n( oy reducing the amount or aggregate moderate Smero subgraoes for separation
puncture and tear resistant properties In requlree, and ccnfiner!santrktaaseateratc.luJirafi•
addition to high tensile Sa�ths, reducing the maintenance cost.prevent-
iny periodic overstressing of the svo- 50OX is also utilized over moderate to poor
FEATURES AND BENEF S grade,and ellmine6rig t:axtl"Tia em 9' "ror SPparadon.confinerTlent,and
delays ny allowing all-weatner construe- stabilization of base materiai.Miraf•50OX
Construction. Wove io;nsrj+ctlDn .tide meets AASIHTO M286-36 Specifications for
allure excellent resistance to insttttltltion In addition,panels can be sewn to her
abuse. � Stablization and Separation=on Lfas 3.
in the factory or in the field,providing
• Strength. Nigh modulus pr'avitfe cross•rcll dirytMfirgtengthZoiait4k ie -
outS,anding performance in a wide range installation,and providing reinforcement
orapplications. MireA 600)(
• Flow,Uniform openings provide excel- •- pe ) 1s 4utwd forseparation and
lent fixation and flow cnaActeflstics. APPLICATIONS scat wization over very weak subgrades.and
• Fabrication. Mlrafi• SiK gnce--15 TOlirs j%el VW44OCX separation,confinement.and reinforcement
prefabricated using Mirafi' 10OX Mirafi•100X and 100Cx are predominantly for critical roadways and site construction
geotextiie and 3.2 cm(1.`85')nominal A&W IM_eaiment control applications.Corr where very coarse.angular,and abrasive
square hardwood posts.tArarr Silt Fence tral in the run-off is advantageous to own-
is availeblo with Z.5 m(8 3')or 3 m(101 g g base mat eriatls�rquuva_tAirdC 600]r{7rv-
ers,contra ors,and engineers who lace Me y,dp�stabilization aria reinforcement Whew
post spacings- ,�,ti- �ye,y,N site sedl-
Mirafi'Enviroren�e is prefabricated using merit loss.Instated eorrec4y,these sediment - d=ente in tare expected. f l wli•600)(!s
Mirafl• 100X. 3.'-cmll.2S') nominal control geotextiles in silt fence structures affsclive in the constructitx+of bw emoantu-
square hardwood posts.ana a net back- function as a filter dirt!a rimvlf� merits over weak subgraoss,eliminating the
Ing fof additional support. Mirafi'Enviro- coeck.Fine-grained sediment is trapped by need for costly excavation antszepAnoameat
fence is available w%h243-ntL.3')pei&t _ttiel,}moxtile while storm water run-off with expensive fill. Mirafi' 60OX meets
spacings.All Mirafl¢-'prefabrieated silt passes mrougn the geoterble at a moderate #� -�SWMCB6ons for Stabi-
fence products are kady for immediate rate, tzo0on and 5eparaton-Class 1,
s
MiraT Silt Feriae with pouts used for MOM MX used for separation under, Mirafi'60071 used for stabilization in
sedtmentatioh eonb�t Yiasider+6rlrvaat roadway repair
Ten Cate iYlcollow
- "� � 989L ON H19-98t 1110H i NOS1dN9 Wd18:7 80Q- " 1 " �e
OTO Fax:413�788-8830 May 15 2403 08:09 P.01
EnvironmentalSaf e lyHealth`C P ni.Q c��r,.-'L c.�
s
WReilly, Talbot $e Okun �� � 293 BriOge Stre_t
( A 5 A 0 G f A T S 5 j SUAR 900
_U6r4f,eld,MA 01103
Tel 413 7H 6222
Fax 413 788 9530
1"all Ctftee@04-erw cam
FACSDWLE
Pages (including this one) '� Date: C,
To: c4nuu Compawy: C � A
Fax Number: Subject:
From: ���u��cit ' Time:
Message:
CNl� VW I 6r Qn u \JC
Lrb .� �'�yC ON
O� f�-y8t lliuvHJS r' lVUS1��J WdiG � zfi��.
34 Michelman
• Engineering Desi�n Asso6ates to submit detail for raised foundation_pier
to bring low pile daps to raised slab bearing.
• Pile #80 noted as a problem, additional pile installed per SK.S3.
• Desrosiers to-submit-information on additional pile modification not
documented; and forward all final pile reports.
• Kevin Rothschild-Shea to refine vinyl shingle sketches for Owner
approval and contractor pricing.
79 Michelman
• Fire alarm up� -estimate-e lals_$9,100.00_ Desrosiers indicates the
Fire Department-is requesting two phone lines, and work which may be
outside ownership -of-this project and-above -the origit al-spec4ications.
Carlson & Schmitt Architects to have Robert W. Hall Consulting Engineers
contact Easthampton Electric and summarize the requirements of the fire
Chief. Fire alarm for all three buildings to be reviewed and
feasibility/investigation into all systems to completed, to minimize
duplicationtinsure,econprny.
Next meeting June fi h at.9,(10 a.m..
Pencil Requisition Meeting — June 28t" at 9.00 a.m.
cc: Attendees
Anthony Patillo, Northampton Building Commissioner
Andy Pavlica, Engineering Design Associates
2
!iS' ri Gh4('0N Q}', Iy-Uhl 1IIJ"I,IFI�ti 'x' �(r� I?IH�I �rl(r :I S'(II1is 1�: ne�y
Y r
Carlson&Schmitt Architects,Inc.
Millbank Affordable Housing
Job Meeting - May 23, 2003
Present, Joanne Campbell,Vaiiey'Community fevelopment Corporation
Patrick McCarthy, Valley Community Development Corporation
Tilman Lukas, MBL Housing & Development
Robert A. Desrosiers, Desrosiers & Son, Inc.
Karen Leveille, HAP, Inc.
Derek Cavanaugh;WtC
Steve Vukovich, PDSI Commercial Building Solutions
Emily Holmberg. �.B.Holmberg & Associates
Gregory Kereaka§low, E.B. Holmberg & Associates
Kevin Rothschild-Shea, Carlson & Schmitt Architects, Inc.
Progress:
• Piles and pile caps 100% complete.
• Pile gravel babkfill near complete.
• Underslab plumbing at lower basement complete and inspected.
• Grading in main parking area and adjacent to ravine underway.
Old News:
• Pencil requisition presented by Bob, reviewed and approved by all. Kevin
Rothschild-Shea 1,wA s formal subrizAtal_
• Settlement at Satellite Parking — Mike Talbot submitted geotextile (see
attached) fabric for installation below all paved areas; Desrosier to submit
estimate.
• Excess Fill - Review of Desrosiers -ou4ine aM possible options.
Holmberg team indicated raising the f. f. elevation For 34 Michelman 12"
would not impact the site. All drainage inverts and piping elevations to
remain as specifVed. Holmberg predicts preliminary reviser) tirading-plans
for the first of next week.
18 Michelman
• Carlson & Schmitt Architects to review_drawing and offer
opinion regardinOrick repair at basement.
• Pat indicated brink veneer condition (at gable end) isn't getting any better;
and asked when could Desrosiers schedule this work; this item will
require a coordination meeting with the OwnsrlAmbitect, General
Contractor and Mason. Desrosiers to schedule.
15outh.End Bridge Circle Agawam,.Vwaachuaetta 01001 (413)7865556 telephorne 1413)786b130fax www.carlaon-au4n.itt-cam
rj Chyi uN ;1� iy yhi iliUtiN�S 'i NuSlbJ uti % Qi7 Lr, heuti