I

I ; I

I I

I I I I I I I

---,---- ·- - - - -

EXISTING

---ee.e-

88.8 +

ooooc:x::KJ

-()

--- - --- - ---- -- -- - - - -- - - -- - ·- -

--w - -- w

~

® @

0

@

0

0

:¢:

v v v ----u-

-G----G

LEGEND

CONTOURS i i

SPOT ELEVATIONS

STONE WALL

GUY POLE

TELEPHONE POLE

POWER BOX i

PROPERTY LINE '

f:OGE OF ROAD WITH CUFB

i EDGE OF ROAD, ;No CUR;

i STORM DRAIN

WATER MAIN LINE

SANITARY SEWER

FIRE HYDRANT LOCATION

I SAN. SEWIER M.l

DRAINAGE M.H.I CATCH BASIN

I

WATER MAIN M.~. i

I IRON Pl"'

BOUND I

LIGHT STANTIONS

I GUARD RAIL !

I GAS MAIN

I

: SETBACK LINE i

!

NOTE: CHECK GRAPHIC SCALES BEFORE USING DRA\\INGS

SUPV. D.E.M.

IA.C.H.

M.C.H.

DESIGN

DRA\\1>1

CHECKED D.E.M. DATE 08/31/99

PROPOSED

---ee.e-

C§.M) +

ooooc:oo

-()

=============== -w --- w

~

(

'

(

c

0

y

-o --u----o- v v

- c-- - G --

- - - - - -- I

SCALE 1" = 20'

SITE . PLAN

2-8 RAY AVENUE and

10 RAY AVENUE BURLINGTON, MASS.

LINCOLN KNOLL LANE

~ocus S< ·.E: 1" = 500'

APPROVED BY 1HE SURUNGTON PLANNING SOARD

'

CoMMONWEALTH ENGINEERING INC. Cl'v1L ENGINEERS & LAND SURVEYORS .

APPUCA liON FILED: Jtcc.mbu ~.P, 1m

FINAL PLAN FILED: .Q,!36&0'.j ,;1?1 i/9oo

HEARING DATE:

PLAN APPROVED:

27 CAMBRIDGE STREET SUITE 106 BURLINGTON, MA 01803 (781) 229-0411

GENERAL NOTES 1) RELOCATION OF UTIUTY POLES AND UNDERGROUND UllUTlES IS lHE RESPONSIBIUTY OF 1HE CUSTODIAN OF 1HE POLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION ON UTIUTY POLE RELOCATION.

2) UTIUTY LOCATIONS SHO,.,. ARE APPROXIt.fATE AND SHALL BE VERiflEO BY THE CONTRACTOR IN THE FIEUD. "DIG SAFE 1-BDO-J22-4844" IN AOD\llON THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES NEAR UTIUTY LOCATIONS \\11H THE RESPECTIVE U11UTY REPRESENTATIVE.

J) THE CONTRACTOR SHALL BE HEUD RESPONSIBLE FOR DISRUPTION ON EXISTING INDII.IDUAL UTIUTY SERVICE CONNECTIONS, INCLUDING WATER, ELECTRICITY, TELEPHONE, GAS AND CABLE TEU:I.ISION, RESUL TlNG FROI.I 1HE CONTRACTORS WORK.

4) THE INFORI.IAllON SHO\IIN ON 1HESE PLANS ARE BASED ON UIAITEO INVESTIGATION AND IS IN NO WAY WARRANTED TO INDICATE 1HE TRUE CDND\llONS OR ACTUAL QUANTITIES. OR DISTRIBUTION OF QUANTITIES OF WORK 1\\iiCH \\ILL BE REQUIRED. ACCORDINGLY, ALL RESPONSIBIUTY FOR ANY DEI.IA llONS BETVIEEN 1HESE PLANS AND ACTUAL SITE CONOITlONS IS HEREBY OISCLAII.IEO,

5) lHE CONTRACTOR SHALL PLACE 4" OF TOPSOIL \\liEREVER TURF ESTABUSHI.IENT IS INDICAllEO.

6) 1HE CONTRACTOR SHALL ROUND SIDE SLOPES TO I.IEET EXI STING GROUND AT LOCATIONS DESIGNATED BY THE ENGINEER.

7) ALL UTIUTY COVERS \\llHIN 1HE PROJECT UI.IITS SHALL BE AD..USTEO TO 1HE PROPER GRADES. U"TlUTY COVERS INCLUDE BUT NOT UMITED TO CATCH BASIN FRAMES AND GRATES, MANHOLE FRAUES AND COVERS. GATE VALVE COVERS, CURB STOPS, HAND HOLES, ETC.

B) lHE LOCATION OF THE EXISTING SE\\UI, GAS AND WATER MAINS IS APPROXII.IA TE. 1HE DEP1H OF 1HE UTIUTY MAINS AS SH0\\1>1 ON THE PROFILES AND CROSS SECTIONS IS ASSUMED TO BE 5-0"" TO 7' -o·. THE CONmACTOR SHALL TAKE ANY MEASURE NECESSARY TO ASSURE HIMSELF AS TO niE lOCAllON AND DEP1H OF 1HE WATER, GAS AND SE\\£R MAIN AND ANY 01HER UTIUllES THAT MAY EXIST \\11HIN "THE PROJECT UMITS

9) EXPOSED EDGES: AU. EXPOSED EDGES OF CONCRETE SHALl. BE BEVELED 1" x 1" UNLESS OTHER\\ISE Dlt.4ENSIONEO.

1D) NO EXCEPTlON \\ILL BE TAKEN TO 1HESE PLANS \\llHOUT PRIOR 1\RITTEN APPROVAL FR0!.4 lHE 0\\I>IER AND ENGINEER. IN 1HE EVENT THE CONTRACTOR, ITS SUBCDNlRACTORS, I.,A TERIAL SUPPUERS, OR FABRICATORS PROPOSE A DESIGN MODIF!CA TION, SUCH A PROPOSAL MUST BE APPROVED BY THE ENGINEER AND THE 0\\I>IER AND SHALL BE STAMPED AND CERTIFIED BY A PROFESSIONAL ENGINEER \liTH EXPERTISE IN lHE FIEUD OF MODIFICATION, UCENSED TO PRACTICE IN 1HE STATE OF MASSACHUSETTS.

S'HEET NO. r--1)

2) .. " . " " .

3) ...... . . . . ..... . . .

It) ...... . ...... . . . . .

5) ... .... ... . .

6) . .. .. .... .

7) . . . .. .... .

B)

PREPARED FOR

TEN RAY AVENUE TRUST and

RAY AVENUE TWO TRUST

27 CAMBRIDGE STREET - SUITE 200

BURLINGTON, MA 01803

DESCRIPTION

TITLE SHEET

EXISTING CONDITIONS PLAN

PROPOSED LAYOUT PLAN

PROPOSED UTIUTY PLAN

PROPOSED CRADING PLAN

UTIUTY DETAILS

MISCEL!JUVEOUS DETAILS

EROSION & SEDIJ/ENTATION CONTROL DETAILS

RECEIVED

08--008.00

AUG 0.5 2015

PLANNING DEPARTMENT

RAY AVENUE BURUNGTON, MASSACHUSETIS

TITLE SHEET

I SHEET

.: .

.. ,

N/F ~ THOURIA INVCSTMENT TRUST

DeNNIS F. SPeL/O ns, TR.

\

\

I .,

.,

\

\

\

11 1. 45

xlli .B l

111.72

C"»sr.- C8 "'Itt nrv.-,,40 INV. OUT .. 108.,

TEST PIT LOG'S TPN1 0-8" TOP AND SUBSOIL

CXIST. - OJJH RII.J fiCV. - 11:/ . .JO INV. IN • 106.!U /NV. IN -10f!.65 IN V. OUT • 108. 55

8'-64' FILL (GRAVEL. SAND. SOME FINES, SOME ROCKS) 64"-96" TILL WATER 0 90"

TPN2 o-a· 8"-30" 30"-84" 84"-120"

TOP ANO SUBSOIL SAND AND GRAVEL FILL FILL (GRAVEL, SAND, BDULDERS,FINES) SILTY SAND AND GRAVEL

NOTE: CHECK GRAJPHIC SCAI.£S BEFORE USING DRA~NGS

SUPV.

DESIGN

DRA\\N

D.E.M.

M.C.H.

M.C.H.

GI1~GKm IH.M. I

REVISIONS DAT\E

08/31/99

SCALE 1" 20'

COMMONWEALTH ENGINEEI'~ING INC. CIVIL ENGINEERS & LAND SURVEYORS

27 CAMBRIDGE STREET SUITE 106 BURLINGTON, MA 01803 (781) 229 0411

!tl J\111 P'\NI. 'llt(l'fiOJDTV 0" ~IW~JC. NCIIIAYIICIJ·~ •n>OJr...._.

EXISr. I STORY CONC. BLOCK ol' BRICK BLOC.

PREPARED FOR

10 RAY A VENUE TRUST

U]LIT' NOTE: All UNOC~CROUNO Ul\UTIES SHOv.tl WERE CO,.Pil.ED ACCORDING TO AVAJL.Alll.E RECORD 'LANS AND ARE APPROXI"'A TE ONLY. SEE CHAJPTER 370 ACTS Of 1 geJ, MASSACHISETTS GENERAL LAWS.

N/F

N/F

ELXSI

ELXSI d/b/o 8/CJ<FOROS f'A.IIL Y ReSTAURANT

0

"'

10 RAY AVENUE BURLINGTON, MASSACHUSETTS

27 CAMBRIDGE STREET - SUITE 200

iiU~L!Ndf6N, ~A 01863

EXISTING CONDITIONS PLAN

D-SIZE

06-0011.00

PRQ.£CT - EXCOND -

Fll F' NAUF' lJIIUAt"D

.,

. ..... \. ~

2 -

··1

1 )

~--

\

L~ 110.29.

x111.41 ~w I'

i N,/1"

THOUR/A INVF:SrM£Nr TF?USr - 111.0! DENNIS F. SP£L/Ons, TR.

x111.57/ ~ ~DINJ

111.451?;

x111.81 /"<

1'.1.72

( X15r.- 01.111 RIM HfV. ... II2.JV INV. IN "' 108. ~5

INV. IN •108.65 /NV. OU T •10£1.5.<;

NOTE! CHECK GRAPHIC SCAlES BEFORE USING ORA'MNGS

UPV.

L SECURITY 1 - LICHT

i 0

\mv ·

SCALE 1" 20'

COMMONWEALTH ENGINEERING INC. CIVIL ENGINEERS & LAND SURVEYORS

--- o__-~a

I I I I

27 CAMBRIDGE STREET SUITE 106 BURLINGTON, MA 01803 (781) 229 0411

;

EXIST. CONC. BLOCX

.~.

PREPARED FOR

TEN RAY AVENUE TRUST and

RAY A VENUE TWO TRUST

27 CAMBRIDGE STREET SUITE 200

BURLINGTON, MA 01603

I'JlliE:.

2-e RAY AVENUE ZONING REQUIREMENTS G«<eral lndu•lrlol Ol1trlct

Wlnlmum Lot Ar.a

Ulnlmum front~•

Ulnlmum Front Setback

Minimum Side S.tbock

1.41nlmum Rear Setback

Minimum Yard Adjoining RO &: RG And Relldentlc;llly Zon•d lond Contlquou• l.lunlclpoHtru

Ua~tlrrlum BuUdlng to Gfound Ratio

Ua1Cimum BuYdlno Height

1.4o~elmum Floor Area Ratio (FAR)

X lmpervfoo1 Sorfoce

X WeUond Ar.a

Poridng

Offlc• U•• - Minimum 2.5 spacu and a Mo~r:lmum 3.0 for fi'V'Of)' 1,000 •.f. of Grou Floor Area

Hondleopp•d

Total Poridng

Roqu~td

40,000 Lf,

\50'

25'

15' ,. 48.2'

25X

30'

15X

N/A

N/A

&7,600 ....

24U!\'

30'

3~18'

58'±

4.5'±

25X

30'

25X

nx 0

57.100 o.l.

241 .1~'

JO'

~.18'

118.3'z

4.~·1

25X

JO'

7JX

0

un.;\lax. 72

1 20X of the 0 ....,.oQ• d.pth of the lot mooiUr&d pwpendlculorty from the common lot boundry line but not Ina than 10 f&el and not more thon 100 fHL ~

2 SpecHl! Ptrmlt Required

10 RAY A\mUE ZONING REQUIREMENTS G.nwol lnduetrlal Dlttrlct R~lr~ ExJaUnv

tr.l~lmum Lot Ar.a 40,000 .. f.

•·llnrnum Fronlo<j~e 150'

t.llnlmum Front Selbodc. 25'

Mlrtknum Side S.tbodc 15'

Ulnlmum R.ar Setback 15'

t.llnlmum Yord Adjolnhg RO A: RO And RMkfenUally Zoned l.G1d 48' Contlououe lrolunlclpolltiM

LCaxknum Buldlng to Groond Rollo 251

30' Lfo~elmum Buldlng Height

t.loxlmum noor Area Rallo (rAA) 1:i~· --

" lmp.rnoue S4lrfoce

Paridng

Ofnce Ute - Minimum 2.~ JP~• and o Moxmum 3.0 for IWif'l 1,000 a.f. at Grou floot Area

Handlcopp•d

Total Parking

N/A 0

N/A l.JS

Uln.j\tox. Ul•tlng

21/26 0

1 Va..lonce Granted Apl"l 15, Hl88 - CoN No. 10847

Propootd

34,375 d. 1

161.14'

25'

20'±

118'±

29

JO'

29

72ll

1.3ll

Win. /II ...

22

2

24

2 20" of the OIIW"OQe d.pth of the lot mea~Ured PW'P«ldk:ularty from the IXlm'nOn k>l boundry line but not , ... than 10 fMt ond not more thon 100 ftott. YariQMI Grgntad Optpbtr a l@iA - Cgu Ng 11M2 '

PROPOSED SITE IS NOT LOCATED WITHIN AN AQUIFER OR WATER RESOURSE DISTRICT OR 'MTHIN A FLOOOPL.Al~ AS SHO~ ON THF.: TO...., 01=" BURUNCTON U~AQIUXTT:i FLOOD INSURANCE RATE UAP (flRI.() - PANEl J Of 4, COUMUNITY-PAN£1. NUMBER 2~185 OOOJ B - EfFECTIVE DATE.: .ULY 5, H~84

APPROVED BY THE BURUNGTON PLANNING BOAR~

ALL CURBING TO BE VERTICAL GRANITE.

RAY AVENUE BURUNGTON, '-lASSACHUSETTS

PROPOSED LAYOUT PLAN

·· ·:·

.:. ,.

·:·.

i. · I (

-I I I ·

·I

' l

N/ F

THOUR/A INVE:STMENT mUST

DENNIS F. SP£Uons, m.

~~~~~ \ 1•108 50(0UT)111 .0~

x111.57 / h

1-:0ID CHECK GRAPHIC SCALES BEFORE USING DRAVYINGS

I I

I

/ I

/

I I

J...Ql.N I

~~·%5! S.F. I WALK/RAMP

PROPOSED/ BUILDING,' FF ELEV.•116.,6o

I I I I I I

I I

I I

I I

I I I I

SCALE r · = 2o·

I I I I I I I

\ ;

COMMONWEALTH ENGINEERING

INC.

I I

J SIL TFENCE TO BE PLACED ALONG g 1 RI VERFRONT UNE PRIOR TO THE • START OF ANY WORK AND SHALL :u I REMAIN IN PLACE UNTlL ALL WORK -<~!? I ~~ ~~~NJ~~:'fH~~ BE THE UMIT :_: OF WORK UNE.

DISCHARGE DOWN SPOUT TO STONE TRENCH

N/F RAYAVE:NU£ 711\? mUST ROBERT W. AIURRA. Y. TR.

EXIS T. 1 STOR Y

CONC. BLOCK &r BRICif BWC.

#2-6 RAY AVENUE

27 CAMBRIDGE STREET SUITE 106 BURLINGTON, MA 01803 (781) 229-0411

C:IVII FNr.INI"I"RC::: R. I H H'I "IIDI ICV"O C'

FIELD STONE IMBEDDED IN MORTAR -------r

I I

I I

I I

EXIS T. 1 S TORY

CONC. BLOCK &- BRICK

PREPARED FOR

YEN RAY AVENUE TRUST and

RAY A\IENUE TWO TRUST

27 CAMBRIDGE STREET - SUITE ?nn

END ELEVATION

N/F

N/F £LXSJ

£LXS/ d;!>/o , 8/CKFORDS FA RESTAURAN T

1 • PORTLAND CEMENT MORTAR CAP

,__ __ 5' -6" ----J

I 0 I

<-.

FRONT ELEVATION

FIELD STONE MASONARY HEADWALL NTS

APPROVED BY THE BURUNGTON PLANNING BOARD

@?'~, .

RAY AVENUE BURLINGTON, MASSACHUSETTS

PRCeOSED UTILITY PLAN

. :

. I

N,ff THOURJA INVESn.tENT TRUST

DE:NNIS F. SPE:UOnS. 711.

C'XIS r.- OUH RIM [Lfv. .. nJ.JO INV. IN • IOB.SS INV. IN • IOfJ.GS INV. OU T .. /ON . .5S

NDlE: CHECK GRAPHIC SCAI.£S BEfORE USING DRAV,NGS

SUPV.

DESIGN

DRA\\N

CHECKED

NC DATE REVISIONS

I 2g:- T$'9 D.E.M.:

M.C.H ~ M.C.H;

D.E.M ~

08/311/99

SCALE , . 20'

COMMONWEALTH ENGINEERING INC. CIVIL ENGINEERS & LAND SURVEYORS

27 CAMBRIDGE STREET SUITE 106 BURLINGTON, MA 01803 (781) 229--0411

PREPARED FOR

TEN RAY AVENUE TRUST and

RAY AVENUE TWO TRUST

27 CAME'RIDGE STREET - SUITE 200

BURLINGTON, MA 01803

N,ff

fl.XSI

N,ff fLXSI d/b/o 8/CKFORDS F 1<. RESTI<URANT

D-

APPROVED BY 'THE BURUNGTON PLANNING BOARD

~~

RAY AVENUE BURUNGTON, MASSACHUSETTS

PRO:JOSED GRADING PLAN

86-00G.OO - SITE - ISHm

I

I _j

~ I

..

; .

.. . ;,. :,,

·'I i

. ! ···r _:. .. · .' t :;-'-I •i·· j ... ·:- I

·;

, \, : .. •: -.-.

. · ·-~ ·'·

I ·

WJE.S:. INSTAUA110N OF THE INFILTRATOR CHAMBER SYSTEM SHALL BE IN ACCORDANCE WITH MANUFACl'\JRER'S CURRENT STANDARDS AND SPECtF1CA1lONS. THE CONTRACTOR MUST CONTACT THE MANUFACl'\JRER AND SUBMIT PLANS FOR REVlEW. FAILURE TO CONTACT THE MANUFACl'\JRER WILL RESULT IN VOIDANCE OF WARRANTY. FORWARD PLANS TO : STORMWATER DEPARTMENT INFlL TRATOR SYSTEMS, INC, 4 BUSINESS PARK ROAD P.O. BOX 768 OLD SAYBROOK, CT 06475

APPROVED BY THE BURUNGTON PLANNING BOARD

I

12 .. PVC INLET 1• 107.4:

3" !-'rONE 80r·JM OF STONE ELE\ = 106.42

TYPICAL MANHOL:- I INFILTRATOR SYSTEM

DATE:

t FLOW 1-

r-l 1-

...'=

12" RCP --- 1-> !;::>-

?~E~JLAN FOR LOCA liON)

12" RCP, OUTLET

INV.-SEE PLAN

5·- ~·

NO' TO SCALE il COf\NECTION

17' o· 16' o· ' '

I fCONCREr::\ "'. BAffiES •

I I q

! f LOW t

' ;

I PLAN VIEW : ~,.., !

' INLf.T

CONCRETE"' il BAFFLES '\

5·-~·

j

PROFILE VIEWi

s·-o· eQUID LEVEL

(S PLAN F OR LOCAllON)

I ./"" 12" RCP, INLET

•SEE PLAN

"' ,· "\

3 COMPARTMENT SEffiiNG TAN< (NOT TO SCALE) I

2s: '!1Y'""

OVERFLOW lu 109.0

MANHOLE CONNECTION NOT TO SCAt£

HIGH CAPACITY INFILTRATOR CHAM BER (NOT TO SCALE)

NOTE: CHECK GllAPHIC SCALES BEFORE USING ORA'MNGS

SUPV.

DESIGN

DRAWN

CHECKED

o.E.M. * COMM ONWEALTH M.~.H. 1 •5~Lio· EN GI NEERING

FRAME AND COVER LEBARON FOUNDRY CAT. NO. LK1 1D MARKED 'DRAIN'

LEBARON LK120 CATCH BASIN FRAME AND GRATE OR EOUAL

FlNISH GRADE SET FRAME IN FULL MORTAR BED

ADJUST TO GRADE WITH COURSES OF BRICK AND MORTAR(2 COURSES MIN.)( 4 COURSES MAX.)

ECCENTRIC CONE SECllON . PAINT OR SPRAY EXTERIOR WITH AC-5 ASPHALT CEMENT

1 -~ BAR AROUND OPENINGS FOR PIPES 18" DIA. AND OVER 1' COVER.

FLOORS OF STRUCllURE TO BE HEADERS LAID FLAT

18"-2~ CONICAL SECllONS I I

HEIGHT[O RISER SECllONS MAY VARY

FROM 1'-4'

GRANITE CURB INLET

BRICK LE11EUNG COURS£ AS REQUIRED Fo:l C.~AOE ADJ.JSTIIENTS (2 t.AIN.- 5 t.AAX.)

REINFORCED CONC. PIPE(TYP)

OUTSIDE PIPE DIAMETER PLUS 2" CLEARANCE

MIN. 0.12 SO. IN, STEEL

NOTE: UORTAR All JOINTS

PER VERllCAL FOOT, PLACED ACCORDING TO M SHO OESIGNAllON M- 1QD INVERTED ARCH

WITH BRICKS LAID ON EDGE

TYPICAL PRECAST DRAIN MANHOLE

NOT TO SCALE

PRECAST REINFORCED CONCRETE MANHOLE BASE, CONE AND RISER SECTIONS PER A.S.TJ.t C-476 PIPE OPENINGS TO BE PRECAST IN BASE SECllON

~PAClEO, KU CRAOED CRAHU1...AR BACKnLL (PER INFI.lRATOA S'f'S1'01$' RCOUIROttHTS) 'IIIH!Oi COHTAIH N.j [\EN DISTRIBUTlON Of PAAllQ.£ SJZES IIIlTH NO WeRE lWAN 101 f1H[S (PAATlCI.LS PASSING TH( , 200 SIE\'[) R~CING fROI.I SILT lHROCJCii SAN!> TO CRAVO. (WIN. Of' D5 :1C Of' ntE YOOiflED PROCTOR OCNSITl'J

HICii CA.PA.CJTY H-20 INFILTRATOR tliA..U9~ (TYP.)

TYPICAL CROSS SECllON NOT TO SCALE

HIGH CAPACITY H-20 INFILTRATOR CHAMBER SYSTEM

INSTAJI AllON IN.sJRUCllQNS fOR BED SVSJ[M~

1. Excavate 1' o. a beyond tho foot print o· ahombor bod to allow worklnr ~pace for setting chamb •. :-s and backfill compaction. Ru eoll surface to ellmlnoh,. ,rnearlnQ.

2. Screw :!iplo:!ih plo• on bottom of open end •ate. 3. Screw opon ooo.J 11 r.• la Into Inlet end (wJthau 1nterlocke)

of f!rot lnflltrotor .. ' amber with aploah plate ·ICtendlng Into chombor.

5. Place flrat unit In "'"'" Inlet end of bod with :torfocke do"~~tnatreom.

6. Run dl:!ilrlbutlon pl1 • • through Inlet opening In e,,' plate but nat bo}'Ond ap• ·11h plato. Single ocrow may .• used to hold In place. Plpt. Joes not normally run the lc. ·th of s)'3tem,

7. Connect Infiltrator (. • mber:~ together, fully engogJ, .. , lnl•rlocke to form l ;;~Ired bed length, the Jolnh • lY be screwed together f, ease In construction, be eurr. to check bed grade with a v'OI or surveying equipment.

B. Screw closed end t ate In downstream end of !oat chamber. 9. Place row' of lnf11 •.1 a tor chambers next to each other to

achieve dealred bt~d area. 10. FlU aide wall area around perimeter and between rowa

witt) notlvo material up to tho top of slots and ·walk• In place to olve proper support to •Ides.

11 . Being careful not to shift unlt1, backfill to a minimum of 12• of compacted, eottlod cover for H-10 chombera and 16• for H-20 chambers. Avoid largo rocks In backfill motorial, For a lorQo bod that cannot be filled from the tldo1, uoo o light trockod vohlclo and be ouro to molntoln tho proper minimum of compacted cover beneath track• at all tlme1. 00 NOT USE VrHEELED VEHICLES ON BED DURING CONSTRUCllON.

27 CAMBRIDGE STREET SUITE 106 PREPARED FOR

TEN RAY AVENUE TRUST BURLINGTON, MA 01803 (781 ) 229-0411

27 CAMBRIDGE STREET - SUITE 200

BURLINGTON, MA 01803

5" MIN. RCP BELOW/GREASE TRAP

PRECAST CONCRETE CATCH BASIN

... """'

'MTH GRANITE CURB INLET NOT TO SCALE

STORMCEPTOR COVER AND GRATE

RUBBER GASKET PER ASTII c ~

!lUU£T CONNEC]ON DETAIL

4" TO 6" . ····· ··

SECDON JHRtl Q1AMBER

NOTE :

1. THE USE OF FLEXIBLE CONNECllONS IS RECOI.It.AENDED AT THE INLET AND OUTLET VrHERE APPUCABUE.

2. THE COVER SHOULD BE POSillONED OVER THE OUTLET DROP PIPE AND THE VENT PIPE.

~~B ~. THIS IS A GENERAL ARRANGEI.IENT DRA'MNG CONSULT LOCAL

REPRESENTAllVE FOR SPECIAL COND4110NS.

STORMCEPTOR MODEL 90Q NOT TO SCALE

ENLN!oo> IN~ TEE OR()p PIPf;

RAY AVENUE BURLINGTON, J.4 ASSACHUSEITS

UTILI TY DETAILS

SITE J:'IJ, '-!UAV

N?F THOURIA INVES TMENT TRUST DENNIS F. SPEUOn S, TR.

PARKING ARE A

I ft

3' - o"

4 ' HIGH CHAINU NK <ENCE

I ! N/ F

rEN RAY ' VEN UE I TRUS'

I : VERTICAL

I, GRAN io . CU RB

PARKIN(. AREA

(10 RA\ AVE. )

DETAIL AT ABUTTERS PROPERTY LINE N.T.S.

TYPICAL 'VB" VERTicAL GRANITE CURB

I ·siT. ~CONC. PVM'T

! ~ - 1/2' ·op COURSE

j -1 /2" OINOER COURSE ! !

SEE I FOR RESTORA liON OF' TRENCH SURf ACE

SE'M'R. DR.l.IN OR FORCED MAIN PIPE NOR MAL GRADE

REP .l.VE AS SPECIFl(O

SCREENED GRA IJEL TO I..A ID- OIA.METER V.HEN on iER THAN PVC IS USED

SCRE[N£0 CR.l.Ya

TYPICAL TRENCH DETAIL N.T.S.

m ENOi Y,OlH, W

0 w DIA.METER or PIPE UN SHEETED

TO 12• ,. 14" TO 24. .. lO' TO l 6' 5'

w SHEETED

,. ,. 6'

PROPOSED GATE VALVE

USE MUELLER MODEL H615 OR EQUAL

ClASS " " CEMENT CONC(TYP)

4' DENC£ GRADED CRUSHED STONE

Ql:;)~~~~~~--e· GRAVE. 2 UFTS

lYPICAL VERTICAL GRANITE CURB NOT TO SCALE

1 1 /2" BITUMI NOUS CONCRETE TOP COURSE

2" 811\JMINOUS CONCRETI: BINDER COURSE

..llj.I.I.I.U.U.W.I.LLI.I.LWJJJ.IJ.WJJ.IIWJ.LLU.W.U.~tf • --~~~S~--G~~ ~~ ~- -

- -SUBGRADE

APPLY TACK COAT OF RS-1 EMULSION TO VER TICAL fACE OF E~I STING PAVEMENT PRIOR TO THE PLACEMENT OF THE NEW BITUMINOUS

BASE

~~~~~~~~~ ~~~~1~o~;E USING SAW CUT •METHOD CUT TO PASS THROUGH EN TIRE DEPTH OF E~ISTING PAVEMENT

BITUMINOUS CONCRETE PAVEMENT N.T.S.

TAPPING SLEEVE AND VALVE NOT TO SCALE

SECTION A-A

HANDICAP RAMP DETAIL AT PARKING AREA

NOT TO SCALE

I·

w

12" ·I

<

0 I

"'

FI NISHED GRADE

HEIGHTS \\lOTH AREA CU. YOS.

A w so. fT. /UN. fT. 2'-o" 4'-0" 2'-4" 6.667 1.247 2'-6" 4'- 6" 2'-6" 7.675 0.292 3'-0" 5'-0" 2'-B" 9.165 O.JJ9 3'-6" 5'-6" 2'- 10" 10.541 0.390 4'- 0" 6'-0" 3'-0' 12.000 0.444 4'-6' 6'-6' 3'-2' 13.541 0.502 5'-0' 7'- 0' 3'-4' 15.162 0.562

liQIES;_ 1.) CLASS ' A' CEMENT CON CRETE TO BE USED. 2. ) E~PANSION JOINTS TO BE PLACED 90' D.C. MA~IMUN \li TH

IN TERMEDIATE CONSTRUCllON JOI NTS PLACED AT 30' D.C. MAXIMUM.

3.) ALL CONCRETE DIMENSIONS SHOWN ARE MINII.IUI.I. 4.) PAYMENTS \\ILL BE BASIED ON TABLE BELOW.

LOW RETAINING WALLS

4"JI8• REO BRICK PAVERS H..\NO TlCHT JOINT

N.T.S.

-~~=-===~~ ,.,.. ______ GRANITE CURB

~---- 4" CRUSHED SlONE

;)------ CONCRrn CRADLE

COMPACT SUBCRAOE

GRANITIE EDGED/BRICK PAVER CROSSWALK

SECnON N.T.S.

(

EXCAVAlE POTHOLES & FAIUNG PAVED AREAS, REPLACE \11 TH GRAVEL BASE & 2" BI TU MINOUS CONCRETE PATCH PRIOR TO PLACEMENT OF 1" OVERLAY AS REQUIRED.

LEAN EXISTING PAVED AR EAS & APPLY TACK COAT PRIOR TO OVERLAY

1'x12' KEYWAY CUI IN"IO EXIST. PAVEMENT

E~ISTING BITUMINOUS CONCRETE

NQJ£;_ E~ISTING GRAVEL BASE COMPACTED SUBGRADE

CONCRETE AGAINST UNDISTURBED

MATERIAL•

WATER MAI N

TYPICAL TEE

TYPICAL BEND

CONCRETE AGAINST UNDISTURBED MATERIAL•

CONCRETE AGAINST UNDISTURBED t.AA TERI AL •

TYPICAL THRUST BLOCK SECTION DETAILS

N.T.S.

THRUST BLOCK DETAILS N.T.S.

'SEE TABLE ON THRUST BLOCK BEARING AREAS FOR THE AREA OF CONCRm REQUIRED.

NOTES:

THRUST BLOCK BEARING AREAS FOR WATER PIPE

TABLE OF BEARING AREAS IN SQ.FT. AGAINST UNDISTURBED f.! A TERIAL f OR WA TERMAIN FITTNGS•

SIZE OF 90' TEES AND PLUGS B~~D MAIN,QN.) eEND 6 4 2.5 2 8 6 4 3

12 12 9 7 16 21 16 12

1. ~~~D~ITTNGS \liTH LESS THAN ~5· DEFLECTION USIE BEARING AREAS FOR 4.5"

2. BEARING AREAS BASIEO ON HORIZONTAL PASSIVE SOIL PRESSURE Of 2000 P.S.f, AND INTERNAL WATER PRESSURE Of 150 P.S.I.G. JOINTS SHALL NOT BE ENCASED IN CONCRETE. BEARING AREAS IAAY BE DISIREGARDEO FOR TRENCHES IN ROCK WHERE THE TOP Of THE ROCK FACE IS AT OR ABOVE THE CROWN Of THE PIPE. HOWEVER, CONCRETE e ACKING SHALL BE PLACED eETWEEN THE PIPE ANt> ROCK fACE.

APPROVED BY THE BURUNGTON PLANNING BOARD

~ 8 ' GRAVEL SUBBASE

WHERE 1" OVERLAY MEETS NEW FULL DEPTH PAVEMEN T CONS TR UCTION, THE 2" TOP COURSE SHALL MATCH l'HE OVERLAY AN D SHALL BE PLACED IN THE SAME APPLICATION.

CONC, WALK & LANDING DETAIL N.T.S.

PAVEMENT OVERLAY RAY AVENUE N.T.S. BURLINGTON, MASSACHUSETIS

DESIGN M.C.H. SCALE ENGINEERING BURLINGTON, MA 01803 TEN RAY AVENUE TRUST and liiiNIO~~~-iCHIIECKI!IGRIAPIIHIIC!ISCAI£511111BI~IORIIEiUI~INIG.IDRAI'IIIIN!GS1:~~!l~~~--::~i::i!i:lll~:----r----~~;;;::---~~~~!j~:-~~:;:~::::::::::~~~:::::-::::~~~~~~~:::::::::::-~----------~~;;~li1:~~:1!:~;:;:::--------~ suPv. o .E.M. * COMMONWEALTH ~0riA~~:IDGE STREET PREP ARED FOR

DRAWN M.C.H. AS NOTED (lBl) 229- 0411 RAY AVENUE TWO TRUST MISCELLANEOUS DETAILS ,: ;~ ;,: · :?. Nl ~M N CHECKED D.E.M. (,'-, INC. ~ M·~·""~"~ 27 CAMBRIDGE STREET- SUITE 200 r------------------,-;;SH~EET:;::;----:7::--l

. '\,1 CIVIL ENGINEERS & LAND SURVEYORS =:':;,~ .. ~"' D - G8-00!I.OO DRDET -DATE 08/31/99 ""'"' '""""""' BURLINGTON, MA 01803

.: ,~ . ~ONS SIZE PROJECT Fll.£ NAME NU t.4 BER REV. Of 6

•'•'lJ'

EXISllNG GROUND

----~~-==-- = =--==

BRACE EVERY OTHER POST

3' TYP.

ELEVATION

APPROVED BY THE BURUNGTON PLANNING BOARD

N.T.S.

v.tllED 111RE OR CH ~ I N UNK FENCE

-GRAVEL

BRACED SILT FENCE JiQIE: USE EXXON GEOTEXllLE GTF100S-105S SEDIMENTATION CONTIROL SILT FENCE FABRIC \11TH REINFORCING MESH

METHOD OF ATIACHING SILT FENCE / FILTER F ASRIC TO BE APPROVED BY THE ENGINEER

METAL POST BRACE (EVERY OTHER POST)

SECTION A-A N.T.S.

EXISTING OR PROPOSED CATCH BASIN

BUTI SEDIMENTATION CONTIROL BALES TOGETHER

--DIRECllON Of fLOW

o-11-----'~- ~ACH2~_f~_e(~?.DEN STAKES

m.ui%19-AND DEPTH GAUGE FOR PROPER TOE- IN DURING INSTALLATION

DATE~cll//p, 2fi0/}

FLOW

BEDDING DETAIL

ANGLE FIRST STAKE TOWARD PREVIOUSLY

LAID BALE.

/

/ /cATCH BASIN

i BOUND SA' , PLACED ON CONTOUR

I ~ 2 REfJ\ RS, STEEL P

I 2· x2• )TAKES 1 1 1

1 GROU:O. DRI VE FLtJ

I

! ANCHORING QETAIL

GUNS JHUC liON SPECIFICAl lONS:

STS, OR ' 0 2' IN _,TH BALES.

1 HAY BALES SHALL BE PLACED AROUND N~v.t.Y INSTALL!~ CATCH BASIN:_ "D DROP INLETS TO PREVENT SEDIMENTATION AND OTHER DEBRIS fiOM ACCUMULATI g~eii:i GRATE OR IN THE SUMP. HAY BALES SHOULD B~ KEPT C.EAN AND FREE

TO FACIUTATE FLOW. ·

2 EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUA OF 4 INCHES. AND PLACED SO THE BINDINGS ARE HORIZONTAL ;

3 BALES SHALL BE SECURELY ANCHORED IN PLA~E BY El'HER lWO STAKES OR . DRIVEN THROUGH THE BALE. THE fiRST STAK' SHALL BE DRIVEN ~~W~~~A~E PREVIOUSLy LAID BALE AT AN ANGLE TO FOICE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH \11TH THE B·LE.

4. INSPECllDN SHALL BE FREQUENT AND REPAIR ~EPLACEAENT SHALL BE MADE

PROMPTLY AS NEEDED. I BALES SHALL BE REMOVED WHEN THEY HAVE SERVED HEIR USEFULNESS

~0 AS NOT TO BLOCK OR IMPEDE STORM FLOW 0~ DRAIN,GE.

HAY BALE DETAIL N.T.S.

BALES, lWO STfoKES EACH

TYPICAL SEDIMENTATION CONTROL SYSTEM FOR ALL CATCH BASIN/YARD DRAINS

N.T.S.

/ / ·u· SHAPED ~1RE STAPLES, MANUFACTURED BY CLOVE FOUR-SUDE & STAMPING CO. 0.091 • DIA. OR GREATER W/6" LEGS AND 1" CRO~N

PROPOSED GUffiR

HAY BALE CHECK N.T.S.

/

FINISH GRADE

4 STAPLES ACROSS ROLL

l!lllE;. USE COMMON ROW OF STABLES ON ADJOINING BLANKETS

STAPLE 0 6' INTERVALS ALONG LENGTH OF ROLL

EROSION CONTROL BLANKET DETAIL

1. SET POSTS AND EXCAVATE A 6"x6" TRENCH. Se 'OSTS

~8~sfk~~~~6\ · UJ'J~OJ;~G

2. ATIACH THE \\IRE 'ESH FENCING TO POST.

N.T.S.

"='~"'~

fl~--

FILTER FABRIC FENCE SYSTEM N.T.S.

3. A IT ACH FILTER FABRIC TO THE 111RE FENCING AND EXTEND IT TO TI.JE mEHCH.

4. BACKFILL THE TIRENCH AND COMPACT 111E EXCAVATED SOIL

GENERAL THIS PLAN PROPOSES EROSION CON TIROL MEASURES TO ADEOUA TEL Y CON TIROL ACCELERATED SEDIMENTAllON AND REDUCE THE DANGER FROM STORM WATER RUNOFF AT THE SITE. THE RUNOFF SHALL BE CONTIROLLEO BY THE INTERCEPTION, DIVERSION, AND SAFE DISPOSAL OF PRECIPITA llON. RUNOff SHALL ALSO BE CONTIROLLED BY STAGING CONSTIRUCTION ACll'IITY AND PRESER'IING NATURAL VEGETAllON WHEREVER POSSIBLE.

EXISTING VEGETATION SHALL BE PROTECTED AND ONLY THAT CLEARING AND GRUBBING ABSOLUTELY NECESSARY TO THE PROPOSED CONSTIRUCTION SHALL BE PERFORMED. ALL DISTURBED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CON DillON AND CONTOUR, UNLESS Dl11ER\\1SE INDICA TED ON THE PLANS. 111E CONTIRACTOR SHALL TAKE SPECIAL CARE \11TH HIS CONSTIRUCllON METHODS AND SHALL COMPLY \liTH THE FOLLO\\ING GUIDELINES.

SEDIMENTATION CONTROL ALL AREAS SHALL BE PROTECTED FROM SEDIMENTAllON DURING AND AFTER CONSTIRUCTION, PARTICULARLY THE STORAGE OF EXCAVATED OR STOCKPILED MATERIAL THE CONTIRACTOR SHALL CAREFULLY STIRIP ALL TOPSOIL. LOAM, OR ORGANIC MA TIER PRIOR TO THE TIRENCHING OR OTHER OPERAllONS AND SHALL STORE THEM SEPARATELY FRO~ ALL OTHER MATERIALS DURING EXCAVAllON. EACH STOCKPILE MUST BE ADEQUATELY RINGED \11TH SEDI~ENT CONTIROL MATERIAL (I.e. HAY BAL.ES AND/OR FILTER FABRIC FENCE).

DEBRIS AND OTHER WASTE RESULTING fROM EQUIPMENT MAINTENANCE AND CONSTIRUCllON \\1LL NOT BE DISCARDED ON SITE.

STABIUZING Of SLOPES SHALL BE DONE IM~EDIATELY AFTER CONSTIRUCllON Of SLOPES. SLOPES STEEPER THAN 4: 1 SHAU BE PROTECTED 'MTH EROSION UA TS. ll-IESE Jr.CA TS ARE Jr.CANUf ACT\JRED COMBINATIONS OF MULCH AND NETllNG AND SHALL BE INSTAU.£0 IN ACCORDANCE \liTH THE MANUFACTURER'S RECOMMENDAllONS. ALL OTHER AREAS SHALL BE MULCHED \11TH HAY OR STIRAW AT A RATE OF 1.5 TO 2 TONS PER ACRE. STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY AFTER SPREADING TO PREVENT \\INDBLO\\ING.

EROSION AND SEDIMENTATION CONTROL PLAN SEDIMENTATION CONTROL SYSTE~ - 111E SEDIMENTATION CONTIROL SYSTEI.I SHALL CONSIST Of FlLTER FABRIC BARRIER FENCE. THE SEDII.IENTAllON CONTIROL SYSTEI.I SHALL BE INSTALLED ll.lt.4EDIAffiY AFTER A CUT SLOPE HAS BEEN GRADED, BEFORE A FILL SLOPE HAS BEEN CREATED AND AS INDICA TED ON THE PLANS. THE SYSTEI.I DESIGNED TO INTERCEPT SILT AND SEDIIIENT BEFORE IT REACilES THE v.tTLANDS OR WATERCOURSES. DEPOSITS Of SEDIMENT AND SILT ARE TO BE PERIODICALLY REt.40VED FOR THE UPSTIREAM SIDE Of THE FENCE. THIS MATERIAL IS TO BE SPREAD AND STABIUZ£0 IN AREAS NOT SUBJECT TO EROSION, OR IN AREAS \\IHICH ARE NOT TO BE PAVED OR BUILT ON. THE SEDIMENTAllON CONTIROL SYSTEM IS TO BE REPLACED AS NECESSARY TO PRO\IIDE PROPER fiLTERING ACllON. THE SYSTEI.t IS TO REMAIN IN PLACE AND BE IIAINTAINEO TO INSURE EmCIENT SILTATION CONTIROL UNllL ALL AREAS ABOVE THE FENCE ARE STABIUZED AND VEGETATION HAS BEEN ESTABUSHED.

STACKED HAY BALES - HAY OR STIRAW BALES USED fOR EROSION CONTIROL SHALL BE STACkED AT CATCH BASINS WHERE SEDIMENT MAY ENTER THE CATCH BASIN OR AS DIRECTED BY THE RESIDENT ENGINEER. DEPOSITS OF SEDIIIENT AND SILT ARE TO BE PERIOOICALL Y REMOVED ROll THE UPSTIREAI.t SIDE OF 111E EROSION CHECKS. THIS MATERIAL IS TO BE SPRE AD AND STABJUZED IN AREAS NOT SUBJECT TO EROSION, OR IN AREAS \\IHICH ARE NOT TO BE PAVED OR BUILT ON. HAY OR SllRAW BALES ARE TO BE REPLACED AS NECESSAAY TO PROVIDE PROPER Fll TERING ACnON. THE SVSTE._,. IS TO REMAIN IN PLACE AND BE I.IAINTAINEO TO INSURE EffiCIENT SILTATION CONTIROL UNlll ALL AREAS ABOVE THE EROSION CHECKS ARE STABIUZED AND VEGETAllON HAS BEEN ESTABUSHED.

IN ALL AREAS, REMOVAL OF TIREES, BUSHES, 'AND OTHER VEGETAllON, AND DISTURBANCE to THE SOIL, IS TO BE KEPT TO AN ABSOLUTE MINIMUI.I \\IHILE ALLO\\ING PROPER DEVELOPI.IENT Of THE SITE.

EROSION AND SEDIMENT CONTROL MAINTENANCE PROCEDURES DURING CONSTIRUCllON, AS SMALL AN AREA OF SOIL AS POSSIBLE SHOULD BE EXPOSED OR AS SHORT A llME AS POSSIBLE. AFTER CONSTIRUCTION, GRADE, RESPREAD TOPSOIL, AND STABIUZE SOIL BY SEEDING AND MULCHING AS TO PREVENT EROSION. ·

ALL SEDIMENTAllON AND EROSION CONTIROL DE'IICES SHALL BE INSPECTED DURING CONSTIRUCllON ON A DAILY BASIS AND FOLL0\\1NG ALL STORMS BY THE RESIDENT ENGINEER. THE CONTIRACTOR SHALL m aintain AND MAKE REPAIRS AND REMOVE SEDIMENT AS REQUESTED BY THE RESIDENT ENGINEER. 1111S WORK SHALL BE PERFORMED 111THIN 24 HOURS Of REQUEST.

THE CONTIRACTOR SHALL CLEAN SEDIMENT AND DEBRIS FORM ALL DRAINAGE STIRUCTURES, AND PIPES AT THE COMPLEllON ON CONSTIRUCTION, THE CONTIRACTOR SHALL REPAIR ALL ERODED AREAS AND HISURE A )00 STAND 0 • . TURF IS ESTABLISHED THROUGHOUT. THE CONTIRACTOR SHALL REPAIR ALL ERODED Ok ?ISPLACED RIP .AP, AND CLEAN SEDIMENT COVERED STONES.

1 8" MIN. OVERLAP (TYP). TIRANSVERSE TO OIRECllON OF TIRAVEL

STAPLE 0 6' INTERVALS ALONG LENGTH Of ROLL

WOVEN FILTER FABRIC INSTALLATION DETAIL N.T.S.

RAY AVENUE BURUNGTON, MASSACHUSETTS

NOTE: CHECK GRAPHIC SCALES BEFORE USING DRA\\INGS

SUPV.

2s:'""\F o

D.E.M . . COMMONWEALTH ENGINEERING INC.

27 CAMBRIDGE STREET SUITE 106

PREPARED FOR

DESIGN

DRAI'M

CHECKED

DATE

REVISIONS

M.C.H. :

M.C.H. I

D.E.M. ,

08/31/99

SCALE 1" = 20'

CIVIL ENGINEERS & LAND SURVEYORS

BURLINGTON, MA 01803 (781) 229-0411

TEN RAY AVENUE 1RUST and

RAY AVENUE TWO TRUST

27 CAMBRIDGE STREET - SUITE 200

BURLINGTON, MA D1803

EROSION AND SEDIMENTATION

CONTROL DETAILS

SHEET us-ooe.oa SITF

SCALE: 1'=30'

STORMCEPTOR ~ I RIM ... 117.13 INVr.r 113.61 IN V• 11 3.1J IN V• 11J.13

NOTE: CHECK GRAPHIC SCALES BEFORE USING DRA\1\NGS ~·:?a·

PREPARED FOR:

TEN RAY AVEI\J UE TRUST AND RAY AVENUE TWO TRUST

27 CAMBRIDGE STREET-SU ITE 200 BURLINGTON. MA

FIELD S.M./B.S.

CALC'O. A.A. D.

ORA"N A.A.D./8.M.U.

CHECKED D.J.O.

LOT M 1 57.600±S.f.

, 2- 6 f F .. 125 41' 1 STORY CONCRETE lL BRICK BUILOINC 14,470 s f

AUG 0 5 2015

CIVIL ENGINEERS & LAND SURVEYORS

I

.. ~. :

/

·• ·• ,

-'

/

/ @

; / ~:; ... j) ..

.. ; ~ : ~;,; t.li

/ :~

' · , .. , i •"

'

REFERENCES: I) SITE PLAN PREPARED BY THIS

OFFICE: PLANNING BOARD

APPROVED MARCil 2, 2000.

MINOR ENGINEERING CHANG(

APPROVED JUNE 7, 2001.

LEGEND: c STONEBOUNO/DRILL HOLE

•o, UTILI TY POLE

0 CATCH BASIN

-OIWI- OVERHEAD WIRE

<S> SEWEll MAN HOLE

Ill> DRAINAGE MAN HOLE

,;;, WATER VALVE

iXJ GAS VALVE 0 LIGHT POST * TREE ® PARKING SPACE(TOTAl.)/EXCt.UOING

~ HANDICAP SPACE

~ HANDICAP RAMP

~ FIRE HYDRANT

V!RTICAL GRANITE CURSING

ZONING IG - GENERAL INDUSTRIAL

NOTES:

~~AGNEO~F Jig~o¢::E::~~J~TED REFERENCE 11 HEREON

¥l.:l!;;r~~~SN~E~~~~N~~0H is~TfR'g,f.

3) THIS ORAIIING HAS BEEN PREPARED BASED, IN PAR T, ON INFORMATION PROVIDED BY OTHERS RELATING TO THE LOCATION OF UNDERGROUND SERVICES. WE CANNOT VERIFY THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSION 'M-IlCH MAY BE INCORPORA TEO HERIN AS A RESULT. INDICATED UNDERGROUND TILITIES ARE BASED ON PAROL I< RECORD DATA. THE LOCATIONS ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE SI'I0\'1N.

() :~~::~;t~~~~. ~c. k=,.-------;;JO;;:B:-:;N;-;UM:-;;6::;E:;;Il;------;F;;ILrEoNO.A;-.~;;:<E---rs<.H<fETtrr ---·-t ...,.o ~...,,. 1101 lllii(~QC'our.lo DAlE

""000

"''""""· 04 02 02 98-006.00 RAY_ ASB-RDTATE OF

.. 4,. ..... -