HomeMy WebLinkAbout2003-12-04 Correspondence SPR P y of I
Ippol t , Mar
From: Karp R Dubay jkrd mbl"d signs omj
am; Tuesday,April 18, 20,06 1-29 PM
To; 4ppolft , Mary
: I rr nk 13, h4anWro, Chflsfine Marion; Jim Rlbh rd
Sobject: Li de Professionals
Nia ry-
I
lP r° your request,est, I arrr semrdhig you "s errrmil to, follow-up oil, Wnding Close louts °uith the Little
`9 efessrrrmults Q,P] lrrojcv , ivitich vve arrderstand frrrs been completed.
umr!rsland, that based ("m m teler°on to oul today, th,rrlt ftrrr-e sfill mWy be rrsQuUt :rr.rndWg `hat
niee s to be closed out, Wch can be itfifiated by,, �U11 mgrre f to you.
" rrcr IXI WNW the band irrbase r q ry, 1 rrnd r taxid thate ; 1rrtr , nd the"l'owvt corn mein meince, an
accouirrlir1 llwo ugh the vor wr us depadmenis and fdomAng board.
1FII" didl issut the awbuNt Qa to LPI, FYI, anti l rmrr(ilenl,and that ym aired Ilip, Ote erri porreer°'s,
ldWr to go Wag with ll al,which w,r can provide..
I. am also sendigg thisemail to Am Richar-ds ;%t I&I WSW( l rOt PIVCeSL W—JACS&C rmOU WO to,
Best Regards,
fi'ff 1')vsign C onquiuUlraiu ts, tria c„
103 Sdkm Wad,, Silem,POf IU079
fky)
/l 9/ 01
Ippolito, glary
From: Sullivan, Jack
eTit: Tuesday, February 01, 2DO5 10,02 A
To: Byedey, Jackie
Cc: €ppolito, Mary
Subject-, re: Little Prcfessiona€s
JaclCi,
I reviewed the little Professionals Site Plan with Tim Willett and we both foetid the purrs to be complete. Overall, the
plans meet DPW standards. Lail me if you have any questions_
Jack
1
Little Professional's proposal—Route 114 & Sharpners Pond Roac1.
Public Safety Meeting notes— 31 Javaary 2003
Present — Karl-R. l ubay, P.F. Mff1F Design Consultants
Dermot J. Kelly, PE— Dermot Kelly Associates, Inc.
James Richards - Applicant
Fire Chief William DWan
Police Chief Richard Stanley
Fire Prevention Officer Andivw Melnikas
The ineeting was hold on the secand floor of the main Street Fire Station 124 Main St.
at 10:00 A.M. to address public safety issues related to the proposal project.
The following items were noted and would be addressed by the applicants-
1. A full fire sprinkler system in accordance with N FPA 13 will be required. The
Ere department wants to have the applicant coordinate the installation of this
system with the extension of the water line for the "Meadows" ptojeQt across the
street. Proper coordination wiB benefit the applicant in terms of installation Of the
lire sprhikler system to the municipal water mains.
. Similar to item l the building toast be connected to #lie inurdcipal fire alarm
system, which will be extended to this area. Casts related to tite exte ion may be
divided between this project and the 40B project,
3. Moth the Police Chief and the Fire Chiefrecornmend the relocation of the play
area to the area of'the turning circle presently shown. The circle should be
replaced by a"hanunerhead" away from the paAing area, which would pm vide
buses and fire apparatus to turn around away fi-om areas where cNddren inay be
present.
4. The heaviest traffic hours for the facility will be the drop oIf time 06:3 0-1 O:OOAM
and pick up time fiom t 5M to 1 :OO. Parents will have to sign children in and
out. This mewls parents tnwt park in a parking space go into the fhoility and then
return to their car. This system alleviates the congestion caused by people driving
up and chopping off`children at the curE
5. The door fazdng We 114 is an egress door to be used its emergencies and not as mi
entrance or routine foot traffic. The Police Chief is concerned that this door trot
be easily accessible to student who may wander from the facility. The
management was advised by the Fire Chief of door security systems used by local
nursing hornes, which provide fire salve egress but also provide security through
alarm and door opening delay. The Police Chief suggested passive "lagers" of
barriers such as a fryer with a door prior to the exit door and a sinall fenced in
area with a gate upon egress. The applicant will investigate these options.
6, Tialfic lights at the intersection ofRoute 114 and Sharpners Pond road were
discussed. Dermot Deily who is also the traffic enghieer for the 40 B project
stated that there will two "pull boxes" placed on the Sharpness fond Road side of
the street hi preparation for a future light. Two similar boxes are scheduled to be
I
located on the opposite side nfthe street as part ofthe 40 B project. The entrance
to the school will be froin Sbarpners Pond Road into the parking lot.
The Fire and Police Chief s are in agreement that the applicants have taken our
cornnvnts under consideration ror inclusion in a revised plan.
The lief s also recommend the re-establishment of a Te6 nical review Conunitwe.
This committee comprised ofmembers of the plaiming, conservation, fire, police and
DPW would mL-et inforrmally with the applicants during their initial proposal and make
cornments at that time. This would assist applicants in addressing those concerns as pw-t
of their proposal and decrease the expense associated with revising plans durhig, the
process,
William V. Dolan, Fire Chief Richard M. Sonley, Police Chief
3 February 2003
Woods, Justin
From: Dolan, Chief Wiffiam
Sent,, Friday, FabruaTy 07, 2003 12-.04 PM
To: Woods, Justin
Subject, FW" Liittle Professionals
--Ofiginal Mess age----
Frorn: Karl R. Dubs y Jjn�djllsL— @
Sent: Wednesday, February 05, 2003 11,116 A
To: M OLANI, gl�"N r �"
CC: Arn Richards(E-mail)
Subject: Little Professionals
Chief-
Attached is a pdf of the revised plan.
Our intent on the plan is to,integ rate a[l of your suggastions, as well as
those of the Police!Chief.
It moves,the ptay yard away, from Rte 114, adds addt] fencing and barriers,
replaces the cued-de-sac with,a.turning stub (which accommodates a fire,truck,
,as you can see,on the plan), etc.
I can, get you a luilli-8iize pl;ot of it if neededl.,
Weve also added a separate bus lane, which we believe wi III increase
operational safety, aithough it's optional.
We request that you reviewthe plan relative to,youir previous requiests. We
can make additionall edits jif needled, and request that you and the Police
Chief write a new surnmary merno to the BOA prior to our hearing,. We
I
understand that condlifional approvals will incl'ude coordination YAth you and
the 40-8 projects alarm i Wiring and water suppfies, our building WH be
spr1inklered, etQ.
I thank both you and the Podice thief for your valued feedback, ad e, and
professionalism.
Sib)r,efelly,
Karl Dubay
n
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Town of North Andover 16
Office of the Planning Department 0
Community Development and Services Division k
27 Charles Street * �.�.
North Andover,Massachusetts01845 b; CH O�
Flaming Director: nods towno#oorthandovmcom P (978) 8"53
J. Justin Woods h w,townofnort a dover.com F (978) 688r954
Technical Review Conmtittce Report
TO: Kmrl R. Dubay(by emit)
FROM- 1.,l-us€ill Wands,Planning DirecterlT'RC Chair
C: Mark Rees,Town Manager
Raymond San#illi,Assistant Town Manager/Acting Director of Community Development
W lligm V. DWan,Chief of Fire Department
LL Andrew Melnikas,Fire Prevention Officer
-LL Jobe Carney,Police Operations Divisicio Commander
—Tim W lilieit,Water& mer Superintendent
Bob Niretft,Building CommissionerlZoning Enforeement Officer
Judie parr'#no,Conse tion Administrator
—Sandra Star,Health Administrator
Heidi Griffin,Community Development& Services Director
RL: 2324 Turnpike Street—Little Prokmionals,Inc.
Follow-Up Report to April 10,20M
DATE; April 15,2003
Following please find a summwy of the commcmts of the TRC Committee members:
1) Building/Zoaing
At the present time the Zoning Enforcement Officer does not have any additional comments as the project
is scheduled before the Zoning Board of Appeals at the April 16 meeting.
2) Fire Departrnerit
The building is required to have a fire sprirAder system tipon opening for business. T'he prefemd method
of water supply for that system would be from thir municipal water system. Rnognizing that the
av#ilabi I ity of access to the municipal waWr and sewer syst m may not be synchronized with the planned
building of the Little Professionals,the following is recommended to the a�plicard in order for the
coati nuation of their Project. The fire department would support a conditional approval of the projmt by
the Zoni ng Board of Appeals provided that;
A. The Wilding ding is designed and built with a full fire alarm and suppression system as ifth municipal
water system supply would be available.
B. An alternative on site water supply is proposed during construction in accordance with recognized
Natim Fite Protwfion Association standards and approved by the fire department in nose the
municipal water supply is not available prior to occupancy-
C. if there is a written commitment to tie into the municipal water suppiy, Whi oh is avallabk'to the
occupant prior to opening,the fare depatttttent will work with the app]ic.OM to elimilmte tfte financial
burden of instalfing the internal on site water supply system while maintaining a proper level ofIife
safety for the occupants of the building. The ability of the fire department to work with the appi icant
_ in ft itrstance would require a firm written commitment,which i stmphasim the shortest period of
'ITI_' itfor municipal water to the site.
BOARD OF APPEALS(50 4541 BEIIi.MN(i 68"541 CONSO ATION 688-9530 HrAI.T11 668-9541 PLhNNN i 88-9535
April 15,2003
2324 Turnpike Street
Little Professionals,Inc.
Teehnlearl ReViEW COMFUittee
ponow-Up Report to April 10,2003
3) Police Mpartment
The Police Depanmr,-rrt is satisfied with the safety improvements made to the plan for this site. All of the
safety issues outlined in a previous memo from Chief Stanley and Chief Dolan have been addressed and
improved to our satisfaction. The Playground has beers moved and barriers will i erected. The traffic
pa4tern has been improved. While we would like to review the traffic impact study, the Pol ice Departmev
bas no other issues with this project at this time.
4) DPW
The Division of Public Works has reviewed the above referenced pin and has the following comments:
A. The Applicant is strongly encouraged to connect to town water and sewer systems. It is
recommended that the Applicant contact the Developer of"The Meadows"to coordinate and agree oil
proposed water and sewer connections.
B. On site drainage facilities should be reviewed by VHB,
C. The proposed backflow preventor must be reviewed rind approved by D nnis Bedrosian-
uperi ntendent at the Water Treatrwnt Plant,420 Ch=t Pond Road,978-688-9574.
5 Conservation
Conservati on reviewed the site several months ago and determined no wetland resource areas existed on
site, however off-site wetlands ray exist. An existing drainage pipe outlets to the r=of the,property and
flow.9 through a small ditch,through a culvert under barpner's Pond Road and into a wetland resource
area. My review letter rquested the applicant to investigate whether wetland resource areas exist within
100 feet of the property boundaries or within 100 Feet of proposed adivith�s. At the T C meeting,the
applicant stated that Michael Howard from Epsilon Associates has reviewed the site and prepared a letter
stating no wetland resource areas within 100 feet of the site.setter should be,submitted to the
Conservation Department for review and confirrim ion prior to filing for site plan approval with the
Planning Department.
6) Planning
The Planner supports BA approval subject to the,conditions outlined by the Fire Chief SuNNuent Site
Plan Approval by the Phmni ng Boud is regaired,but the applicant is advised to first obtain a
determination from the Consetvation Departmerit regarding off-site wetlands, it would also be helpfkll, if
the final decision regarding water and sewer connections are not available,to have the Bonrd of Health
decision regarding septic capacity prior to site glair review. In addition to the plans submitted, for site plan
review the applicant rnust submit a Complete drainage plan,traffic stndy and fiscal and community irnpxct
stator'nents as outlined in Sec#ion 83 of the North Andover 7bningBy-Law.
7) Health
The Health Department did not have a representative at the TRC rneeting,however, if filse appl icons 2s not
th'
able to connect to town water and sever system,the a#pli mnt will need to file with the Board of'He�tl .
The Applicant is�mcoura d to meet with the Health Department to obtai n any addi#inat corn merits or to
learn abort any other applicable health requirements.
AOARDOF APPEALS W-9S41 BUR,IIINC 688A545 CONSF.RvATjiD 16g8-g530 IMAI;VP 68S-5540 PLANNIN(3 6R8-9535
TOWN OF NORTH ANDOVER
Fire Department
Central Fire Headquarters
124 MAIN STREET
NORTH ANDOVEF, MAS SACHUSE7 I'S 01845
William V- Dolan Telephone, (978) 689-9593
C'hiefgf lkpartment FAX (978) 688- 594
Edward J. Morgan
Deputy Chief
To: Justin Woods,Tmn Planner
From: Fire Chief Dialan
Re: Little Professionals -Water Supply
Date: 10 April 2003
5
The following cofnments are reiativc to the discussion,which took plane this morning at the Technical
Review Committee regarding water supply for fire protection for the proposed little Professional's day
care building-
The building is required to have a fire:sprinkler system upoai opening for business. The preferred
method of water supply for that system would be from the municipal water system,
Recognizing that the availability of access to the inunirapal water system may not Ise synchroni zed with
the plan=d building of the Little Professionals,tW following is reromrmnded to the applicant in order
for die cDnitinua#ion of their project.
The 1 w m depart would support a conditional approval of the project by the Zoning Board of Appeals
provided that:
The building is desig W and built:with a fuil fire alarm arid suppression system as if the,
mukrdr,ipal water system supply would he available
* An alternative on site water supply is proposed during construction in accordance with
recognized Nation Fire Protection Association standards and approvod by the fire department in
case Me,municipal water supply is not available prior to occupancy.
If there is a written commitment to tie into the municipal water supply, which is available to lhte
occupant prior to opening,the fire department will work with the applicant to eliminate the
financial burden of installing the internsI on site water supply system while ins intaining a proper
level of life safety for the occupants of the building. The ability of the fire department to worn
with the applicant in this instance would require a firm written commitment,which emphasizes
the shortest period of time for municipal water to the site.
'lease forward this memo to the Zoning Mard of Appeals with this morn ing TRC comments and
contact me if you have any questions regarding this memo,
William V. Dolan
Fire Chiof
Town of North Andover R'H #,
Office o the Conservation Department
��
Community Development and Services Division
4
-044+Fdn
27 Chark`a Str&,t CKO
N E rth Andovei', EtyJassaclmwIt-;01845 Tel hoi a 97 689-9530
Corksorvation Adai hrish"atur Fax (978)688-9542
July 211, 200
EMHl~ Design Cans Ld ta n ts, Inc.
103 Stiles Road,Sufte One
Sal, N 1-1 0307
Att: Karl Dubay
Re: Little Professionals, Lnc.
4 Turnpike Street
Dear Mi% Dubay-
The Conservation Departmmt bas reviewed the project site and letters submitted by 1lpsilm
Associa#-,s and West Fnvironmental and has made,a detei=dnation that the situ does not contain
jurisdictional wetland resource areas. Please be aware that the northwesterly coaxer of the site does
receive drainage flow from route 114 and this water runs through a culvert.under Sharpner{s Pond
Road and discharges into a wetland resource area. This intermittent flow up gradient a resource area
would not be sabject to pmtectio -under the Massachusetts Wetland Protection Act or North
Andover Wetland Protection Bylaw. 'Phis project will not re-quire a filing with the North Andover
Conservation Commission-
1 arxticipale that all stormwater management will be addressed through the Planning Board processj
if you have any c�uestio��p feel free to contact me.
f
�incer�ly f�f
#' a Pa-nino, C ervation Administrator
CC: N AC
Hpidi Griffin, Community Development Director
Justin Woods, Planning Director
Sandra Stara; Health Director
ROAR 1)OYAPE}EAU;68S-9541 BL'ILDINrJ69R,7545 C={}N4�;Ei+f.1'I"E{}�fi�M'J539] 9ii;Ai;E'3fGSt{'35�Q ��.A�ti�ii��rbS&•973?
MEMORANDUM
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To: Justin Woods Date: 29 August 2003
Froiw Karl Dubay Re: Little Praft!sskmals Silo Plan
Response to V11H Review ComI11oIlts
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'the following are our responses to VIIB's review caminents dated 19 August 2003.
Comments relating to their TrAffic Review section are being addrcsscA separately
by our Traffic F ngin eer.
These are all relativdy minar in nature, and include clarification of requested items,
additional detailing, etc. We will be revi,-�i n g tote plans accordingly.
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[ nficipafed plall revision itenis are shown in the reMouses in outffiked .boxe , and
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are suminalized as rallows.
Revise op Plan Eiiminale unneeded easwfly HC Sparc, LS Ch{irl typo,
stamp a I I p]an
-B hood, curb detail, DM, H it vcrt typo
Revisc Details, Dctcntion pip-,, C
Add to Plan Show bollard lacrt fion aF]d additional T symhols, adjac;t
P
T the Shaipnrt�-,s Pond Road
-o,the, ci ss slope and topo data ol
shokthk-r as necdcd and coordinate UP protection.
Acid Details: Slope detail, r�nrip to legend, fence houl&r detail,
ZONING BYLAWS COMMENTS
Section 4 A Special Ferm i L was granted by the SPCA (BOA) for the daycare use ire
this diSWICL Refff W MAC; On Site, I'Lln,
Section 5 The propo�ed pi-eject does not require any eaylli removal opcxations as
de 1-i ned in Sec!ion 5-2.2 that are nol. allowed in Section 5,1-1, in tN course
of genei-al site devidopTnenit, The existing 110ilconfoinling colitractur'`�
Yard comains some stockpile,, thZit Were tl-,MpOr�ffily iMported to the site
that will be, appropi-lately exported From tho site, per the Demo P1,111-
Section 7 A Special Pei-ail was granted by the SPCA (BOA) ror the existing
nonconfoml ng iot area. Vac•iancc,; were grainled by The, -BOA for boll-i
front building setbacks. Ploasc note that the side setbacks at)c ill fact met
wiEh this f roJect. Refer to rio(es on Site Plan.
8-3-5.c. A Roll X..an&cape, Plan was pfovided with the applica[ian, whicli includes
extensi�,e quality landscape provisions, ahhough a waiver has been
requested for the stampcd plan. €KII a-oil)a iriing lrlam� will �� stain od.
-3-5-e-via The ar.viewei- acknowledges the accammodnticrr3 of rw-ailc rate runoff Is
Tt!giiired, but suggests ndligation of total t olunle runoff, which to our
1111(ierstanding is not a re-quirctuclit. However, we clo concur that
grmiudwater infiltration is attainable hc.rc and we will the detenticiri
i s det:ailin Eck plTuvide that. Based on our sitc specific soils
investigations, we believe this can btC accommodated,fated, rtrAwithstanding the
reviewer's reffefenea to SC:S maps W11Ich der n«t ac(:tirately depict the Site.-
8.3-5,e-xv 1.1�3iscAianeous haidscapcllandscapo details ain<i #yfa ),, will Inc fcvisuc .
................
Additiona] 11aiT(I%capt! de€oils wiil be provided for the fccicc~3 an houlders,
and the f Table wil l Fie corvected.
9.3-5-e-xviii The c4ici_Tlations show no impact to dowastream drainage conditions
direcIIy trff the site, because dischargcs am instigated on the sjte before it
lezve� the, Sat-. Fhe, downstfCa m (offsitc) di-a inage corlditimis are thus a
moot point, but consist of a system of ditches, swales, and piping which
eventually discharge, into wetland systems.
8.3-6,.i-h-c The, septic system has € ecii designed in accoiTdance with all regUircAIICFItS-,
and is coma-nensurate with our c tcnsive experience irl de'Velaping siirtila3-
sites and situilar uses. This includes septic design flows which arc. by
code and also have feels verified with other fachities. '1 he typC of ]each
piping (standard) is aTli-warty s1acr n (rn the sec#ices detail. ` 11C puti1l) Sys lezn
includes 2 duplex lrurrtlr unils acid is fully described in tfae de(ails,
iiIcludirig ailairrat Sy%tens, The punip chamber is pi—edesigned R)r- extra
capacity to ziccommodate power oatagcs, Cle., f olwithsLainding the flow
MdVri 6011 from the, water well pump ct loff. The cisitern capacity is
designed to inect all NFPA ir-quirc-tlietAci f-OFF] iIS atTraf]spheric storage. -IT)d
not require. an cvcnt dcmand 1f )FT) the Will—il is water tight and will not
pose any dcmand fro rai ifie well heyond initial filling and main[a]iiing.
Refer to responses for 8.3-5.c.-vii and 8.3--5,o-xviii above-
&10 I'llis Section specifically appliea3 to re.si(k,-wially-Zoned districts and does
not af)faly to the prgj�-cl. Also, refer to General C:oCi mcm # 4 below.
GENERAL COMMENTS
1. Thi-, site delails r €e3eflce ADA Gaidelincs, which E�ccom mcnd that tlic HC space
to the left of the widest access aisle picovided be signed 4- van accesslhle, which is
the widdle space shown on the plan....... identify the, van access sign detail
accok-dingl y-
2. The handicapped ramps are sN)wn on the, plan ;,tfld pile cletails WiL13 slandarfj
symbols.... -we will arld tale rartlp symbol €c� Ilxe
3, In our cxperience, curb stw)p� ailed curb% loualt-d 3tear a daycare 3-r3ain entrance an,' a
constant tripping hazard and should be avoided. Per IF3e Ouidelones, -f urb steps
al-e F)O1 regs_xircd if the accessible route can be. aceammodated altematively via the
access aisles (we, will klixT.Linato the easterly liC sp ace as it is not �-egk1ired for the
1)'Irking lot of 50 vehicles),
4- JA section detail for the sillail sloe area off tine prtkrk.ix. .Iot wkll_be, "11own this is
. . . ---..-..
for a l;1 slope thaI. is about fee high—iTi heft of a versa-lock-typo wz ll which
could.be substittiled bw is nod. fm-awed- The detail will inclEt& TTILE101 4i IN,
aai-dmil shoulder and a rock slope to the, we,
S- jBollard locations. will be.showy at critical arenas ni �xir €he trash erEcIosure Fence, and
....................................
.
cistern area, We (10 3101. ftCOzr3c>!3encl reTTIOvalikle. holIards ror ilicsc al`cas.
6 Defer to the guardrail detail--its phxcemg-'Ilt on the 3'1 s'Iope is a misnomt'-�- and
intonded as an additional security pr camion---the slope is higher iii back of the
guard3-ails The installation will maintain tfic average grade, plane face offset
height shown-
7. We will kevise the gc-anite curb detall.
9, Shavpner's Pend Road EOP is flush with no curb. The SGC shown is specifically
offset with tvansiIions IV avOitl plowing Arid niai>tonaFICC contiicts, per fc;1103•ally
accepted Mill) practice, Extelldia ig Ilse SOC to the PC 3s FIOL gOOd practice and
we cannot recoramend it.
a, Adegkialt� sight cl3stance is available—t-cfer to Traffic Study. Selected treo &
canopy trimming will be peffc Tnt-d Icy ac:comintmlate [lie work as needed.
9.b. No dralnag;, on Shaq)ncr's Pond Road needs to be adjusted--- it's all sheet flow,
exOept f0l- {In exiting piped systeyn which we acc maintainjng indcpeadexxtIy fE•oni
all other systems as Shown,
9.c-ld/L We will nd las the. class slo x. and too data off the S har.p..n.s i'onrl load
Oiouldci' as rxccdcd.
.................
9,0, We ill Coordii€��€te .1�' PI-Otccti011 and any othcr adjustl en , With the 'Traffic
l�ngit�eer,
G 1VE AL DRATNAGE C{lMM1<sI+lTS
I. We will provide verificat-lon to VHB of the draimge permeability eve€lit€ltioll
bascd on our .site work (early next wcck—awaiting Andy's rctum from long
wee ke lid IVacatiali
2. The I Ix17 jm1 , and post figures were rtMi iced Bono Iarg6i' phljr,'—wc W 11I corlect
the indicated scales as nceded on the pi-e/pom maps and also verify Ehe Tc
flowpath lengths.
3, We, will lve1'ify all TP locations on thre pla],
-............. —
}�- We will vise the C hmd con as suggested, although we and
inanY (11her TTTunici pal itics da prcfcr the detail as shown fo€- severaI reasons,
S. we, will korrect the DMH in-m-L ty to l3+).�)(} lie€ tl�e clr#�inage ��lcx-
6- We will verity and integmtekhe,A any iTiolIIinyjSHWT data wiEli €lie, dlc i n,
7- The i—evicwcl acknowledges tha( the projecE is not subjca to the. Stoi`m afcr
Policy, although we have gerteraHy ii)Q rpnrated Policy g,LLideI ines l)An Le tea,,ilkle-
This included TSS i)c Smoval where- will adjust Elie. TSS data
�pruvided 161' 1'clative iti ormation only) when- appropriate- The [JIG detentiOTI
syslern will he cleaned via cieanoiits shown (in the de€ail%- Grotmclwater
j11 fiII rat ioil is n[)t required bilt is attail16le here, and we will mm hry Elie tie fenIion
system to provide that (ivCfcr to 8.3--5.(-,-Vll i sponse action).
8. _1{iiinin-win cbertming velocifies will he adcquatc the design u lines l " pipes with
conU31011Place slope ranges I61r this tyl�c of pmjed.. ...we will provide the repuestcd
data to confirm.
9, The T'eviowcr should clearly recognize thO all CB's are accommodating gi'afc
inlet de,,ign flows that air. way far t)elow their hi�-iiriStiC caps€citiel, fOY c«niiC On
pnict€ce, Nolwitli-t2i1idin g this, we will provide the w riffcafion c:� ICx,
TRAFFIC STUDY COMMENTS
(refer to sep€€mte €vspun e I coil iimnts prcpai)CA by Traffic Lngineer)