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OWNER.
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CITY OF L 4 W
492 SUTTON STREET
' NORTH ANDOf`TR, AfASSACflUSETTS O1845 j
APPLICANT.•
CREAT CIRCLE CENTRAL, LLC
54 LOGAN LMWI, UNIT C
SANTA ROSH BEACH, FLORIDA 32459
s PREPARED BY j
MERIDIAN
ASSOCIATES
56 , TER, UITE 950 69 ASUITESUl
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LOCUS CONTEXT A-M..•
GRAPHIC SCALE
SCALE., I•=too' ORA XIM INDEX
FEET 200 o too 200 400 800
METERs ' OD 2°° °° SHEET 1 COYER SHEET
NORTH ANDOVER PLANNING SHEET 2 RECORD CONDITIONS PLAN
BOARD APPROVAL SHEET 3 RROORO CONDITIONS PLAN
SHEET' 4 I�ITOUT PLAN
-- ---- Sf1EET 5 CRADI1l ISTORAI DRAINAGE PL,9N
SHEL T 6 GRADING1 _TORff DRAINAGE PLAN
SHEET 7 UTILITY PLAN
SHEET 8 UTILITY PLAN
-- SHEET 9 Phf TAILS l
SHEET 10 DE7AILS
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DA iE
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(IMAGE': USGS,Nor Ortho 1-9`y(200812009))
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C/, N41=1 3.29 115.0-A."IC
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r4 'ART CITY OF LAWRENCE
SUTTON STREET,NORTH ANOOVCH,
UASSACHUSETIS 01845
-DEED BOOK 673,PAGE 401
_LCO 0 4A
_PLAN N. 1524
R,'Alit LOCUS
05
7— 'iv 1
LIT 'LEASE AREA PLAN LAWRENCE S
MUN'IC'IPAL
AIRPORTI,DARED EJ
OCTOLICRS,2004,PREPARED BY LDLYIS MAP
4
ANDPOVER CONSULTANTS,INC, (HOT TO SCALE)
—LANS FOR CONS(RUCHON OF
AIRPORT IMPROI-EMENTS,LAWRENCE
MUNICIPAL AIRPORT,NORM TEMPORARY aENt-RAIARK CHARE,
ANDOVER,MASSACHUSETTS,APRIL
2006,PREPARED BY
DUFRESNE-HENRY. T0141 DESCRIP 170AF ITEM 111]
DENOTES VOCUAfENTS RE YEV
CUT-'PIKE IN UP,
OF
'I'D,
AT THE NOR IN ESSEX RECICSOTRRD To''tc.
ROOF PEAK DEEDS
17".
9 011.101 11��
(SEE NOTE 7)
It..So
EXISIING HANGAR z
L
ONE FOOT CON TOUR
5 45----FIVE FOOT CONTOUR
1.1
SPT ELE
NI CB NICE LINEVA RON
CHAINUNK EENCE
INV-146.0
ELECTRIC0 MMINOUS BERM
INVb=14 ct
AfETERTAXI WAY 16.J TE
SUMP=42.8 &1
d COP I L 1; f A GRAVEL
EDP EDP IfRAPNIIS UNKNOM
SI E- COMPILEV ELECTRIC LJ61E
0 �— Cb C(IVJPILEO DRAIN LINE
OUPILE CABLE LINE
C
J, 140.00' 88 0 H)PRAND
7'
AND
0 —----- RI (1) WATER SEROCE
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1,56 BOULDER
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I
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II"Hoo AG. ABOVE 6ROU140
2 CLF EDGE OF PAVEMENT
CLF CHAIN LINK FV
'0 P I
FFF f7mistim FIRST FLOOR
'el11 11 sh?I II
801,417NOUS BER41
0EHH ELECTRIC HANDHOLE
HDPE HIGH VENSU'r POITIEUVIIENE
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CLIP CONRUGA7ED UETAL PIPE
PA VEXIEN F EI RCP REINFORCED CONCRETE PIPE
ETW LOGE OF TRAVELED WAY
1. THE TOPOGRAPHY,SITE DETAIL&SURFACE IMPROMAENTS DEPICNIO HEREON WORE OBTAINED FRO!Ali
T-W fri 1-.T INSTRUMENT SURVEY CONDUCTED ON THE GROUND BY MERIDIAN ASSOCIATES,INC. ON AUGUST 8 AND 29,
.1014.
2 THE SUBJECT PROPERTY 15 LOCATED IN 711C INDUSTRIAL 2 201,11140 DISTRICT
0
J. THE SUBAECT PROPERTY IS DEPICTED AS PARCEL ID LOT 0000.6,BLOCK 0001 ON TOV.fl Or NCRM
k ANDOVER ASSESSOR'S MAP 75.0.
QI
0 4. THE LOCATION OF ALL UNDERCROUND UPLITIES SHOWN ARE APPROVIVIATE AND ARE BASED UPON A
PA
SUR1,FY AND CO)APILAnON OF PLANS OF RECORD UEROMN ASSOCIATES INC.DOES NOT
0 WARRANTY'NOR GUARANTEE THE LOCA TION OF ALL UALMES DEPICTED OR NOT DEPICTED. INC CONTRACTOR,
PRIOR 10 COA�AIENCEAIEUF OF CONSIRUCUaV,SHALL IfRiFY THE LOCANoti OF ALL UTILITIES AND CONTACT
DIG SAFE AT 1-860-J44-723J.
5, THE SUSIECT PIT TV IS LOCATED IN FLOOD ZONE X(UNSHADED),AREAS DEIrFIAIINEO TO BE OUTSIDE
THE 02K ANNUAUPER N,PER FEUA FLOOD INSURANCE RATE IJAP NUULIER
t CHANCE FLOOD"
16 2,5009CO228r 2012.
DATED XLY
11
C, IMS PLAN 0 R CH ItY EAIST.A
NEASONA DES
NOT SHOW ANYUNRECORDER OR UNKRITIEN EASEVENIS 3 1
BLE ND DILIGENT A FTEUPT HAS BEEN ADE TO OBSERVE ANY AP PI VISIBLE USES OF ME
LINO HOREVER, THIS DOES NOT CONSAIMIC A GUARANTEE THAT NO SUCH EASEMENTS EXIST
OF 85
(NALV 88),AS DERIVED FRO41 CPS OBSERVATIONS ON AUGUST 8,2014.
A THE ELEVATIONS DEPICTED HEREON VERE BASED 0 IHE NORTH AMERICAN VERTICAL OATIAI 19
Fis STATE PLANE coollowArE s [EPJ(AD8J)AS DERIVED 0
I it 8, HORIZINIIAL DAWAI IS THE AfAssAciyusE ysFROM
mIt
GPS 08SERVAROlIS 014 AUGUST A 2014,
9, PROPERTY LINES DEPICTED HEREON ARE BASED ON PLAN SET RILED: 'PLANS FOR GONSIRU RON Or
;�Pl I CaVCRE A N L 6
AIRPORT A4PROIDdENTS,LAERENCE MUNICIPAL AIRPORT,�NORTH ANDOWR.PAS SEFTsp APR/ 200,
PAD 8�WALL PREPARED BY DUFRESNE-HENRY THIS PLAN 15 NOT TO BE USED FOR ME RECONSTRUCUOR OF BOUNDARY
(IRR) (TER) LINES OR FOR TITLE INSURANCE PURPOSES.AIL BOUNDARY LINES DEPICTED ARE APPROXIMATE ONLY AIAI
D,'D HOT PERFORM A BOUNDARY RE7RACCAIENr SURVEY.
10. REFERENOE IS MADE TO PLAN PAID ICASE AREA PLAN LAWRENCE AILINICIPAI AfRPORT',DATED OCTOBER
8,2004,PREPARED BY ANDOVER CONSULTANTS NIC.
TERMINAL 85 Tf AL ROAD
RECORD CONDITIONS PLAN
LOCATED IN
NORTH ANDOVER, MASSACHUSETTS
V11"i0 (ESSEX COUNTY)
PREPARED POR
TRAILERS
GREAT CIRCLE CENTRAL, LLC
SCALE: 1 20' DAM: SEPTEMBER 1.9, 8014
c It DOW.
MERIDIAN
GRAPHIC SCALE ryp)
SCALE, 1"=20' • ASSOCIATES
SWI UXINMINOS CEM ER,SUITE 5934 69 1,41MWRIET,SUITE 102
ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD FEET 20 0 10 20 40 80 REVISIONS 0EVrRI,YjIASSACT1USrfTS01915
WI UNIONP:(9%WWAIrRIr)IANAMOC.. EI
INFORMATION RECOVERED THROUGH RESEARCH IY TEL 299�41 re I veoNr::IsusY en-Tow
�SURFACF DEMARCATION NOR SUBSURFACE VERIFICATION. 0 I l0 20 30 0116 1 1 r. REVISIONS THIS SHEET CJR CEN/METERS BK.j SHEET NO. 2 OF 1(. T No. 5659
DESCRIPTION
RECORD 01WER&
CITY OF LAWRENCE
492 SUTTON STREET NORTH TH ANDOVfR,.
MASSACHUSETTS 01845
-GEED
80OX 67
3,
PAGE 401
\' /RIM-157.41 CH -LCC 8364A -
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RM 1539 I 11 !L tiTl�
-PIAN N.. 1524
IN
T 16 RIH
w 6, -LEASE AREA PLAN LA�',RENCE Do
LDOUS
MUNIOPAL AIRPORT-,DATED BSo
SIAN OCTOBER 8,2004 PREPARED BY STREET
R,.W_ q ANDOVER cwsuir,�;m-,INC.
INV�1154-17-19 'H_��l ,
XM=114.1 uj�
CR15 -PLANS FOR CONSTRUCRON Or
I Im I AiRpoRrimpRowAtimm LAHl?FNCf LOCUS MA
CBJ RIM�153,7 f (NOT TO SCALE)
-15"6 lk'6:1491\'i I I MUNICIPAL AIRPORT,NORTH 7,APRIL
-PCI' IN Ora
it,V= 7 SI)AIP=1549.2 ll'.' RIM=157 f ANDOVER,MASSACHUSETTS
S"A"=,5117 DUFRESNE-HENRY.
49.8 2OG6,PREPARED BY MWPWARY BENCHMARK QHARh
7i "NOTES DOCUMENTS RECORDED
T THE NOR TH ESSEX REGfSN?Y OF ram.j orscRip RON
T_ DEEDS
cah
RIM CUT SPIKE IN URL4451, 159 B.5
4, 0 0A.G.
in Vb "50.6 (SEE NOTE 7)
BOTH PIPES IN 12"1 SILT DEBRIS
IN V_
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RIM= 0
INV.,b-fbI.1
UIL411
"uv"'Z"" COP EUP
EUH CA TE
IA TE I FAA LOW P NT
-205.4
LOW POINT
I N
0 DOW
COMPILED
PA1,111EN1
If it
It l j S(114F)l DISK CJ5_196.5
p
L
9
7 REFER TO
NOTES ANO LEGEND
PL4I5F
rc
85 TERMINAL ROAD
t t IONS PLAN
RECORD CONDITIONS
I, LOCATVD IN
"t NORTH ANDOVER, MASSACHUSETTS
(RSSKX COUNTY)
11 IPREPARED FOR
Ifv 0)PN4450 GRAPHIC SCALE GREAT CIRCLE CENTRAL, LLC
FEET 0 10 SCALE, 1"=20' SCALE: I"= 20' DATE: SEP7MBER J9, 2014
20 40 8.0
"alwrL=-j 06.— m MERIDIAN
METERS 0 5 10 20 J0 ASSOCIATES
500CUMMINUS CENTER,SUITE$950 69NELKSIVEL
REWSIONS BRVNLV,KlASSAC"USEflN079I5 WLSTDOROUCill,KfA58ACllUSVM Ot$81
TELfiPHONR;(97a(299-0447 M,XPlfONR:(5(I3)871-7030
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DNC.llo. CJR W
56 1 1116114 1 NO RFVI.SION,,,-" THIS SHEET 5 EC SHEET No. 3 OF 10 PROJECT No. 5659
W f4 8, 101 No. DATE DESCRIP 17ON
I
SCHEDULE OF DIMENSIONAL CONTROLS
ZONING DISTRICT'1-2(INDUSTRIAL 2 OISTRICT)
REQUIRED LEASED AREA
MINIMUM LOT AREA: 80,000 SF 48,800 SF
MAXIMUM B(HLOING HEIGHT. S5 FT 28.76 FT
MINIMUM LOT FRONTAGE.• 150 FT 0 FT
_ FRONT YARD SETDAcK. 50 FT 15 FT
.... ... SIDE YARD SETBACK: 50 FT 15 FT
REAR YARD SETBACK: 50 FT 5o FT
FLOOR AREA BARO: 0.50:1 0.36:1
_ LOT COVERAGE: 35;6 87X
T1U5 PARKTNC AREA 141U BE -®
USED FOR THE ADDITIONAL 8 / PARKING: 18 10
PARKING SPACES REQUIRED J _
t
No.89 PARKING TABLE
EU I EN]SDNG HANGAR
REQUIRED
REQUIRED PROPOSEDa0\Op 0y� USE SPACES
FORMULA SPACES SPACES
AIRPORT 0,25 5P/1000 4
HANGAR SF OFA
2800
� e� (1OFFI E) 3 SP/1000 14 1
/ 0 pS�pS �,. (4s3SSF GFA
l/J ' 'A TOTAL OF IO PARKING SPACES HAVE BEEN {
.. ACCCONL(GOATED FOR BY USING THEED. WE ADDITIONAL 8 EEXISTINCEAIRPORTS KILL 3
140.00 '96.06' i
----———..+.——_L—®,®®——®®—) PARKING AREA. i
N
� FAA PEOP � ..s
fREE LINE
CHAINLINK FENCE
BINM1MOUS BERM
�IJ9�gi,� URUTY POLE RADIUS
L-
E 1111THP1111THLIGHT
R- RADIUSUS
L= LENGTH
EA.GABOVE GROUND
YP. TYPICAL n2r0. o PROPOSED fAABjj f y COP EDGE OF PAVEMENT g
p PROPOSED '-m CLF CHAIN LINK FENCE
HANGAR I_'•'® 1 r
hO !„ i I' I28S0• •,�. BTUOR
0 NOUS BERM
GCCH � TRIC HA® NONCYE
15.0' PEOP �
1
PDVC HIGH 12 CHLPOL YETHYLENE
POL)\Q npa Oso I I CUP o f 1 — 14E L PIPE
RCP REEI FORCEDOCONCRETE PIPE
pn 50.0, 35.00'
HY EDGE Or TRAkUED WAY
PEOP PROPOSED EDGE OF PAWJENT
—LEASE LINE 1
o PROPERTY LINE
4 ( I NEIGHBOWNG LEAS-E UNE
U
o D I 12.0'
i I
200.00'
�PROP05ED IRAILERS
CHAIN UNK
FENCE(r)P.) 9
R 7
S_
� 9
REFER TO SJLEET 2 FOR s
NOTES AND LEGEND
85 TERMINAL ROAD I
LAYOUT PLAN
O�� LOCATED
�Q°�J Exls'TNG NORTH ANDOVER, MASSACHUSETTS
BUILDING
(ESSEX COUNTY)
PREPARED FOR
GRAPHIC SCALE CREAT CIRCLE CENTRAL, LLC j
SCALE f"=30' SCALE: I 30' DATE: SEP9GMIIER )1), 2014 1{
FEET — —--
;° 0 15 '° 6 120 MERIDIAN
METERS ° 5 ,° zo 40
/? w ka x`` ASSOCIATES
-'�"':° '440,..- 500 CUMMiNG9 MTER,SUITE'3930 W MILK STA FFr,SUI TD 301
r7EV1S/ON5 I BEV '1801913 w(�ToosouGN,MASsnClwsr,ISmsxl
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_ y 3 ___ \1'\VW M(iAIOIANASSOC.COA}� __
(XRFF:5659_REC) f 17/6/74 NO REVISIONS THIS SHEET CJR CEYr
(xrrEF:as69_snE) __ SHL, No. 4 0! i0 PROJECT No. .5659
BK.1618,PG.101 N0. DATE DESCRIPTION -- RI CHK
'O
i
l
EROSIAN CCNZROL AND SIMENTA7/ON NOTES•.
I. EROSION CONTROL&SILTA71ON OENCCS SHALL B£INSTALLED ALONG THE EDGE OF PROPOSED {
PROPOSED LEMAD: DEVELOPMENT AS INDICA HETI ON?TIE PLAN PRIOR 70 THE COIJ.N£710EAICNT OF CONSTRUCTION S
- ..
OPERA RONS,
5x2 PROPOSED SPOT GRADE 2, ALL STOCKPILED AREAS SMALL BE STABILIZED TO PREVENT EROSION AND LOCATED OUTSIDE ALL
PROPOSED CONTCUR IVERAND BUFFERS AND RIVERFROYT AREA.
• PROPOSED DRAIN AIANHOLf
■ PROPOSED CATCH BASIN .7, ALL DEBRIS GENERATED OURTNG SITE PREPARA RCN AC711417ES SHALL BE LEGALLY DISPOSED OF
]RD_PROPOSED DRAIN LINE Orr.-SITE 3
PROPOSED FORCE MAIN
-PE-PROPOSED COAIMUNICA TIONS UNE 4. ALL 7OPSOt ENCOUNTERED W LI,N WORK AREA SHALL BE STRIPPED TO 17S FULL DEPTH AND {
-PW-PROPOSED WATER LINE STOCKPILED FOR REUSE EXCESS TOPSOIL SHALL BE DISPOSED OF ONSITE AS DIRECTED BY
PROPOSED CAS LINE OWNER.
TOPSOlC PILES SHALL REMAIN S£CRF.GARD FFOiH EXCAVATED SUBSURFACE S01C
•. PROPOSED FHL TERMOTT EROSION CONTROL 4IA7ERIALS
-PROPOSED FENCE
PCB PROPOSED CATCH BASIN 5- ALL PAINTS OF CONS7RUCRON OGRESS OR/NCRESS SHALL BE MAINTAINED TO PREVENT TRACKING
i POMH PROPOSED BRAIN MANHOLE OR FLONTNG OF$F011'ENT PY 70 PUBLIC ROADS ANY SEDIMENT TRACKED 0H PUBLIC
INV INVERT RIGHT-OF-NAYS OR PARKING AREAS SHALL BE SWEPT AT RHE ENU OF EAC, WORKING DAY.
L LENGTH 6. DUST SHAU.BE CONTROLLED BY SPRINKLING WATER OR OTHER APPROVED METHODS AS
- ! S SLOPE
-- -SF PROPOSED SILT FENCE NECESSARY.OR AS DIRECTED BY THE ONh'ER OR HIS REPRESENTA LIVE.
7. STRAIVDALE OR SILTATION SOCK CHECK DA145 SHALL BE PROVIDED AROUND ALL PROPOSED DRAIN y
INLETS PRIOR RO PERMANENT PAVEMENT TO CONTROL SILTATION.
t 6. CLEAN AND MAINTAIN EROSION CONTROT.BARRIER AS REQUIRED DURING CONSTRUCTION j
OP5i3O�t SJFSO REFER TO SHEET 2 FOR OPERATIONS 70 ENSURE!7S CO.VRNUED FUM1'CRO`fALITY.
NOTE'S AND LEGEND 9. CONTRACTOR SHALL CLEAN ALL EXISBNG AND PROPOSED DRAINAGE STRUCTURES WfHIN THE
4,RAOt�tS ES�,Ip1t LIMIT OF WORK AT THE COTPLERON OF CONSTRUCTION ACTIVITIES.
tt1.t Ptp3�UJS� !0. THE CONTRACTOR SHALL REMOVE ALL SILTATION DEVICES AFTER REVECETAIION OF DISTURBED
'''- 9 L,G atttt�OROp5 AREAS AND AFTER PRITIEN APPROVAL OF THE PROJECT ENGINEER.
t�a5 Att • Il. THE CONTRACTOR SHALL PERFORM TEMPORARY AND PERMANENT STABTLIZA TION MEASURES ON
t J5
ALL D(STURBEO AREAS,AS SOON AS PRACTICAL BUT NOT MORE THAN 14 DAYS AFTER
CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERAIANENRY CEASED OV THAT PORTION OF THE {
SH7E. i
PROPOSED 12 THE CONTRACTOR SHALL INSTALL TEMPORARY SWA LO TNGBERMS, TNG CONSTRUCTION
BASINS IO OR OTHER
FIC7ERA7/TT TVP. MIRGAROV MEASURES TO PREVENT DONNSTR£AM FLOODING DURING CONSIrUCRON ACRNRES.
( ) INE METHODS USED AND THE EXTENT OF MEASURES IMPLEMEN70 WILL BE BASED ON ACTUAL j
_ FIELD CONDITIONS
PROPOSED GRADING W
NC ND
1. SDRAINAGE ALL STRUCTURES SHALL BE MA1717;41N£D KITH THE USE OF CRASSLIKED SWALES
j
• 96.08' ':
• OF THE SKIS NEATEN
TONS Y31ERF EXISTING CURBING OR PA T ABVIS NEW CONSIRUCR01d, THE EDGE
RNC CURB CYN PAVEMENT SHALL OT L /CUT XI A CLEAN,SMOOTH EDGE BLEND
NEW ON IS CURBS AND EAR7HNORK SMOOTHLY/Nl0 ENISTING BY MATCHING LINES,GRADES
AND JOINTS ,
J, PITCH EVENLY BERSEEN SPOT GRADES ALL PAVED AREAS MUST PITCH TO BRAIN A7 A MINIMUM
- PER FOOT UNLESS SPECIFIED. ANY DISCREPANCIES NOT ALIOMNO THIS MINIMUM PITCHOF 1/8
SHALL BE REPORTED TO THE ENGINEER PRIOR TO COVRNUING IVORK.
PROPOSED BITUMINOUS - FINfSHED SUBGRAOE ELEVA RUNS TO
-- BERN I �' 4. THE CONTRACTOR SHALL SCHEDULE WORK TO ALLOW DHE j
- - -. - - -. - DRAIN PROPERLY MINOUT FORMING SURFACE PONDS.
_ L••T.,�•_ ®R®'•` 5 CONTRACTOR TO PROVIDE AND MAINTAIN APPROPRIATE EROSION CONTROL UNTIL ALL SITE WORK 1S
COMPLETED AND RHE SITE 15 FULLY VEGETATED ANO/OR STABILIZED. -
49x8 6. PRIOR TO ED DURUCRCO AN ADDITIONAL 7ENPORARY BENCHMARK SHALL DE SFT WHICH 451tL NOT
' ® BE DAMAGED DURIh'C CONS7RUCRON PROCESS
�1t49xS
FFF= 157.0 I'tF= 1508 PROp05£O TAx1WAY-/ C�1_s)RL7G71ON SF_'OLIENCEi I
PC06
SH6/xST _ i-1494 R1Al>148.8 1. CONTRACTOR SHALL INSTALL THE CONSTRUCTION ENIRANCE/EXN: j
\1 PROPOSED ,( 49x52. CONTRACTOR SHALL INSTALL THE FI0ERMIr7'AROUND THE SITE PERIMETER.
HANGAR
J CONTRACTOR,:HALL RNSTALL THE STORM BRAIN 1,NLEr PROTECROV IN ALL EXIS77NO CA7CHDASINS )
I •�...�'• NEAR 7HE SOE,
1 �
m 126.3q'o 4, ROPE OR FENCE Orr 771E AREAS FOR THE 1111 TRA RON FACILITIES TO PR07ECI THEM FROM
HEAVY EQUIPMENT DRI ONO ACROSS THE AREAS
o ✓ .®J 1.. 5. CONTRACTOR 5HMLL STRIP THE TOPSOIL AND PLACE IN A TEMPORARY TOPSOIL STOCKPILE.
PROPOSED. GR
POMH3 ,
' RIfi. CONTRACTOR SHALL ROUEN ADE THE SITE AMU INSTALL ADDITIONAL EROSION CONTROL
P-RAP$LOPE: j
➢ `-PCB7 MEASURES AS NEEDED. CONTRACTOR SHALL KEEP DISTURBANCE TO A MTNWUM AT ALL TIMES, a
RIM=148.0
7. CONTRACTOR SHALL BEGAN THE CONSIRUCTION UIQ-[HE LET PRIG CT70HVRIV4YIAY,SIURM SIAL
SY57FM A710/NF71-IRARON FAfiLIREJ", BIOTIN DRAM INLET PROTECTION CONCE U INSTALLED PERI 4V
1. THE CATCHRASINS AS THE STORM DRAIN SYSTEM IS CONSTRUCTED. NO CONS7AUCROTN PERIOD
i
STORAIWAIER RUNOFF SHALL BE DIRECTED fNTO THE TNRLTRARON FACILITIES.
- ( 8. CONTRACTOR SHALL BEGIN THE CONSTRUCTION OF THE PARKING AREA AND TAXIWAY.
51x7 ' 9. CONTRACTOR SHALL INSTALL THE SANITARY S£VIW, WATER ONE, GAS LINE,ELECIRTC LINE AND
PROPOSED TELEPHONE LINE
STONE LINED:. - - I\\\,' I 10.CONTRACTOR SHALL PAVE THE DRIVEWAY,PARKING AREA AND TAXIWAY. 3
DRAINAGE SPIALE
.I 11. CONTRACTOR SHALL INSTALL THE LANDSCAPING AND PERFORM ALL FINAL SITE RESTORATION.
o CB
- 7 'RI -148 12. ONCE VFGE..COINER IS ESTABLISHED AND AFTER NRITTEN APPROVAL OF THE PROJECT
51x6 ,�xPROPOSED(o ENGINEER THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL MEASURES.
RIMPOMll4 $YIBSURFAC£=150.0 I f INFIL(RA DON
FAc¢TTr EPA CONSTRl1CA _ GENERAL PER1JiT.•
1. THE PROJECT SITE NMI.REQUIRE COVERAGE UNDER THE EPA CONSIRUCRON GENERAL PERMIT
PCB311' �-lS7x5 (CGP). (}
RIM=150.5�
51 1 �J PC8
4 3
50 2 R1A1=150.p 85 TERMINAL ROAD y
5043 ,
-_--_ ------
GRADING/STORM DRAINAGE PLAN j
z00011 LOCATED IN
NORTH ANDOVER, MASSACHUSETTS
�
ALL'OSED RETAINING (ESSEX COUNTY)
W
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DESIGNED.., - '
PROPOSED CONN LINK BI tlTN6'RS ' � PREPARED FOR
FENCE RIM_ GREAT CIRCLE CENTRAL, LLC
._148.9 -- _ SCALE: 1��= 20' DATE: SEPTF•MHER 19, 2014
GRAPHIC SCALE 7"; , MERIDIAN I
SCALE: 1'=20 ASSOCIATES
j
SIMVERj MTNOS CENTER,SUITE 59SO O)MILIC STR66T,SUITH 302
FEET REV1'SIONS rt T� i Dl'VCAT.Y,AIASSACHUSETTS01915 WFSnIOROU014,MASSACf(IISGT'I3015NI
20 D 10 20 40 BU --- i at TCL[J'HOTTP:(974
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METERS (A'REF.5G59J EC)_ ______ -- -
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FILTER STRIP `\~\
PROPOSED' REFER TO SHEET 2 AND 5
STONE LINEDFOR NOTES AND LEGEND
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PROPOSED 4'
i4 INFILTRATION
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�St' ~\�J Mu"POINT,
Pca
TEMPORARY r V�I •1 I^'�(`( - R,M=TSD 85 TERMINAL ROAD
TOPSOIL STDCHP,LE GRADING/STORM DRAINAGE PLAN
/ LOCATED IN
NORTH ANDOVER, MASSACHUSETTS
S L (ESSEX COUNTY)
GRAPHIC SCALE �q;—o—o— PREPARED FOR
GREAT CIRCLE CENTRAL LLC
SCALE: 1"=20' •n'1
SCALE.' I"= 20' DA'1'E: SEPTEMBER 19, 2014
FEET 2O o ID 20 40 ao � _
MERIDIAN
METERS D 5 D 20 3D iL� ASSOCIATES
REVISIONS II � ` 1 }:� scncunlA/lnrs caNrea.smre sysu GY MILK SIHLfif,SUITT:JO?
D71Yaa.El'umSSACi1NS99PWV91S N[V{DTELUNONE:(508)All
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DI1'0,Na.5659_SIIE -- tl _ �Yl .61aaIDIANncti(W,C()A{
(A'RER 5659_REC)HNIC,
_at( IsPc par DATE DEsr.RIPnoN eY cHK'D SIlEE'f' No. 6 OF 10 PROJECT No. 5659
t r„gvohu�„w�r..+wiex,.vAy,.e,.v:
i
PROPOSED UnuTY NOTES,•
a 1. THE CONTRACTOR SHALL VERIFY EXISTING GRADES IN
THE f7ELD AND REPORT ANY 015CREPANCIES
IMMCOM TELY TO RIE ENGINEER, THE CONTRACTOR
SHALL MAKE ALL ARRANCEMEN IS FOR THE ALTERATION
ANDAOJITSTMENT OF GAS,ELECTRIC, IELEPHONE AND
- ANY OTHER PRIVATE UTILITIES BY THE UTILITY
COUPANICS,AS REWIRED. WHERE AN EXISTING UTILITY
IS FOUND TO CONFLICT INTI THE FROPOS£D WORK, THE
CONNECT 94TH LOCATION,TEEM RON AND SIZE BE THE U17LITY SHALL :�
TAPPING SLEEVE - - BE ACCURATELY DETERMINED WTTHOUT DELAY BY THE
AND CATE VALVE CONTRACTOR,AND THE INFORMA BON FURNISHED TO RIE
OWIVE'R AND ENGINEER FOR RESOLUTION.
2. INSTALL ALL URURES(INCLUDING CONCRETE
PER MEP SPECI
CONTRACTOR TO VERlFr'.. COUPANIICAL Y ANDALOCAL DPW STANDA DGS BOYS,UTILITY
tOCA DOW OF UTILITY..
CONNECTIONS FOR EXISTING J, COV7RACTOR SHALL PROTECT ALL UNOLITGROUND
4 HANGAR AND CONTROL DRAINAGE,SCKER AND ORLITY FAOLMES FROM
TOWER FACRITY BEFORE EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION.
STARTING CONSTRUCTION ANY DAMAGE TO THESE FACTURES RESULTINGFRO`
CONSTRUCTIONLOADS DILL
LIE RESTORED 7O ORIGINAL
COYDMON AT NO 0757 TO
OWNER.
4. EXCAVA77ON REWIRED WITHIN THE PROXIMITY OF 1
g, pHA EXI577NO ULITY LINES SHALL O£DONE BY NANO. j
Yb p 0( p CONTRACTOR SHALL REPAIR ANY DAAIAGE TO EXISRNG
UTILITY ONES a?57RUCnIRING
CONSTRUCRON OPERA BONS AST ANO COST toRTHE
f SCR��P �aPN\ OWNER.
\ g 5. PROPOSED BUILDING UTILITY CONNECTIONS DEPICTED `
PROMO CAS A �'� \G4i1\\P(\e75(1 HERON HAVE BEEN PROVIDED FOR SCHEVARC
PROPOSED SANITARY \0¢`�P CV PURPOSES ONLY,ACTUAL UTILITY COVRGURATICNS
SED SERI10E SEWER FORCE MAIN I g7 N(G SHALL BE DETERMINED BY THE RESPECRVE UTILITY
' - N9 0� PRONOERS AND MEP SPECIFICAUONS.
5. REFER TO THE MEP PLANS FOR INFORIJANON AND
DETAILS REGARDING THE COCA RON,SIZE AND TYPES OF j
PROPOSED 6'WATER LINE
PROPOSED UTILITY CONNECTIONS.
y, Z 7710 CONIRACTOR SHALL PROVIDE ALL NECESSARY
G ME'S, VALVES,EXPANSION AND/OR CONTRAC71ON
ETTINGS,GATES AND ALL OTHER PARTS AND PIPING
£ ,. f ... Or THE WA TER
,
LINES AND ETRE SUPPRESSION UTIES ALL WORK SHALL
SEES TIES'if"THE 55ARY FOR THE LCITY LA OOF NOR711 ANDOVER
' WATER DIVISION AND FIRE DEPARTMENT,
- - 140.Cfi - - y7.06' r. 8, ALL TRENCHING,DIGGING,AND EXCAVATING SHALL BE
EXECUTED AND PROTECTED IN ACCORDANCE 911H ALL
®®®e®.a s®—--
LOCAL,STAT£AND FEDERAL RECULARONS INCLUDING,
II... BUT NOT LIMITED TO,MASSACHUSETIS GENERAL LAW
82A('JACKIE'S LAW-,,UFEC17VE JANUARY 1,2009). t,
THE
1 - 9 FILED
SU AEYO AND
UNDERGROUND
ION F PLANS
R NOR
I, j
n ARE APPROXIMATE AND ARE BASED UPON TI PARTIAL
.. ul FIELD SURVEY AND COMPILATION ROE OF PLANS OF RECORD.
1 ff0Po&D WATER SERVICE _. - - - - - N ' GUARANTEE THE LOCARLN/OF ALL URLITTES DEPICTED
I,
PRLWOSED HITUhT1NW5
PROPOSED 6'FIRE SERVICE BERM OR NOT CEMENTED. THE CONTRSIRUCI ON, ALL RI
COMMENCEMENT O-CO'l57RUC BON,SHALL VERIFY THE j
--
ZE11SIANG UNDERGROUND ELECTRIC L TO
12"HOPE LOCATION OF ALL U17LI17ES AND CONTACT DIG SAFE AT
PROPOSED ELECTRIC UNE.TO BE RELOCATED. "._ r L 13;S=9,2X � 1-883-344-7235
SERVICE LOCATION OF I CONTRACTOR SHALL COORDINATE j
EXISRNG Ell RIC
LINE RELOCARON.WITH THE AIRPORT to THE PROPOSED ELECTRIC AND TELFPHOAE LINES ARF j
UNKNOWN.CORfiRACTOR TO I CONTRACTOR TO VERIFY LOCATION d r SHOWN FOR SCHUAARC PURPOSES ONLY.
VERIFY LOCATION BEFORE I BEFORE STARTING CONSTRUCTION.
STARTING CONSTRUCTION - .
U. AN E,4''CTCR PUMP VHtt H£REQUIRED FOR 7t1£ I
ROA ( �-'' PO ,�, ''
PROPOSED
SANITARY SEWER FORCE Mq!!!.
P
IFFF=115?-O EFF=1508- O' O TAA7WAY� j
Y RMI-
_ NV=144.6 '..RMI-148.8 -
PROPOSED NV-r4s3 `.d
HANGAR -
lb q
Tti.3p��
35.110'
11/V IN(PCB 145.6 I !NV(12)-144.3
,�:� POAfF13 PCQ7 I
V IN=;
INSTALL CATCCONNECT
TO j NV OUT=45-6 AND GONNEC7 i0
j I 12"POPE PO EMING 12'CMP
.BDS 5=I•I% STORAI ORNN
Pt1 L� INV=144.6 j
8'PVC
\\ PDL=3B;S=1.IX 12'NOPE
I - INV=147,0 y�-�_fi-L=.4;5=Z5% -
RUB5T4Bs REFER TO SHEET 2 AND 5
PDMH4 s '2 INV==145.9 �PRBPDRA L'OR NOTES AND LEGEND
RIM-150.0 pd INFlL TRA NON
\` CE
TNV.1N(PCBP)®746.5 ' FACILITY
INV N=146.5
lfRV WT 146.3 12*L=5' P£
PCB3 1PLT yo L=5'S=2.09
INV 7476 PCB4
R1Al=150.0
"V`4- ( INSTALL GA'GHBAS,N 5 TERMINAL ROAD
8
1 _ 1 AND CONNECT TO
®� CX SING 12"cuP UTILITY PLAN
LI®®�® ®®®_®®® ®—®—®— sTOR7dPRA/N
4'PVC
LOCATED IN
- 200.00' - L=16;5=50,8
NORTH ANDOVER, MASSACHUSETTS
/Yl
PROPOSED RETAININGWA L TO Rs VESh HV-146.5 (ESSEX COUNTY)
_OESMANFO.. -
PD PREPARED POR
PROPOSED'CHAIN LINK LL TO BE
FENCE(TVP.) ,GREAT CIRCLE CENTRAL, LLC
i+nsRA= 5
--- SCALE: " 20' DATE: SEPTEMBER
19, 2014
GRAPHIC SCALE INV N()= 7
NV(I2)=1143,7 MERIDIAN
SCALE1'_20• _
ASSOCIATES
FEET 20 0 10 20_ 40 80 I?£VISlON3 -' ...� SWCUMMINOScWTOB,sU1TE5950 F9 nI11X S77t L'HrsI1RW S02
OCVTRLY,MASSACHUSFITS01915 WPSIIIOROUOII,NIA5SACIIUSIiMOISBI
-- -- JEW TELEPHONE(978 294PH7 TELMlONI:!(5(ni)871,7N)
METERS o5 !0 ?G 30 DWG.No.5659,5E -- , mi Lill 111A NASSOCCOMT It/G/114 TOttii4 REVIf4Y COAIAlEN CJR iii(XREF:s7ss_REc) SHEET No. 7 0I'10 PROJECT No. 5659
BY,.�46t8,PO 001 N11 0A7E DESCRIPTION UY t
I
I
i
1
1
,. . CONNECT NTM
. -. TAPPING SLEEVE. _.
AND CATE VALVE'.
CONTRACTOR TO VE'7;1FY
LOCA770H OF U77UTY
CONNEC77ONS FOR ENISRNG
HANGAR AND CONTROL
- ' TOWER FACILITY BEFORE
.., STARTING CONSTRUCRDN
I
U PROPOSED SANITARY 7
P7ST OAS SERVICE SEKER FORCE MAIN
IEa�ON10H 5 6 SAP � 1
PROPOSED 6"WATER UNE i
/
I
12"HDPE
PROPOSED WA TER SERVICE- 1
... .. 1'' PROPOSED 6"RRE SERWCE
-
PCBs PROPOSED ELECTRIC
- _ -
RIM=756.0 SERVICE'LOCARM'OF
INW75J.0 EMAN0 ELECTRIC LINE
UNKNOW4..CONTRACTOR TO
VERIFY LBOA BQN BEFORE
STARTING CONSTRUCTION.
FTF= 152.0
I
I
POMH2
RIM=f57.2
INV=1523 /
/ 12"HDPE
S
158.0
rINV=151.0
1 �
1
CONTRACTOR TO 7FY -
..�LOCI RON OF ELE'CTRIc LI71E
BEP-ORE STARANO
CONSIRUCRON.''.
REFER TO SHEET 2 AND 5
FOR VIGIL'S AND LEGEND
x_f505 ` 85 TERMINAL ROAD
UTILITY PLAN
LOCATED IN
i NORTH ANDOVER, MASSACHUSETTS
(ESSEX COUNTY)
j
GRAPHIC SCALE �o=-o--o—o—o– PREPARED FOR
SCALE. 1'=20' GREAT CIRCLE CENTRAL, LLC
SCALE 1"= 20' DATE,' SPPTEAIBER 1 o, 2014 I
FEET 20 0 10 20 40 BO
MERIDIAN
METERS ° 5 ° 2D V ASSOCIATES g
� 500Nh9MiMl5 Q'.M7?R,SUTT63930 69 MILK STRRET,SUITS]112 9
REVISIONS 0BKRLY,AfASSAC9USCTT301915 WIS BOROUOU,hIASSACUUS6PTSO$5R1
`{ TEIIYIML'C(97tl299-0117 TLLEPIttI�E(SORT RTI-70.10
E� �WWAII'1NIDIANASS CC°M
03C.N,.56 11" 7 )1�6�74 TORN REVIEW C.Q4lAIEN IS CJR CEP✓
(KREfi5659�1£c) SIiEL'T No. 8 OF 10 PROJECT No, 5659
OK,X616,PG.AO! N0. DATE D£SCRIP RON BY CI{I<'D '
i
I
1
1
LOAM&SEED
PA 4ED WATERAIrf1N TEF '� ._-CON[.'RETE AGr91N5r j
X .IkSEE PAIEMfNT DETALS JJNDIS7URBED A(ATFJ7IAL FOAMED SIDES 1
C�'tA�ytS'�'•''-'1r�JAND SPECS 6 .� TAPPING VALI•Eil
Y WAIERMAIN CONCFE7E k BOX P
COMMON ljb PILL -CAVLRElE AGAIN
sr THRUST'BLOCK
LIMIT OF TRENCH /f.O."PACTED�� UNDISTURBED MATERIAL n
ExcAugncw.PROVIDE As S Ec ,r+' BEND-PLAN a
s.
s HEEnNc AND iso,
SHORING AS REWIRED. �t}� l2 '��'!''. T££-PLAN NOTES, UNOlSNRBED
L ,1. MATERIAL IA SLEEVE l
4 Al1N 97A1N MND M7.04.0(SAND) 1) CONCRETE FOR THRUST - —EAIS77NG MAIN
- FOR WA IER PIPE BLOCKS SHALL HAVE A 6!n(min.
MINIMUM DEPTH OF WATER MINIMUM C[M/PRfFI£NSlVE
A MAIN FROM TOP OF PIPE IVA TERMAIN STRENGTH CF 2000 PS/
O!WATER— It?v 'n`y ro ETxISriED GRADE Sr1ALL Ar 28 DAYS z coarse,� Y
MAIf! BE FIVE(5)FEET. Aggregafa
�ARTH �' ROLA G'ONCRE7E ACANST p) THRUST BLOCK BEARING -
MOTH=0+2'-0" UNDI57U776E0 MA rFRIAL AREAS TO BE IN ACCORDANCE I151i
OR 3'-0'MIN '7,7171 TABLE BELOW,UNLESS (NOT/O SCALE) Ceolexf,Te Jobrfc to stabilize foundaflon 20 Lh.
PLUG ELEVA 77ON DETERMINED OTNERAISE BY (e pedally important wh--to-,is anfkipIIW)
-WATER MAIN TRENCH THE ENGINEER BECAUSE OF
(NOT TO SCALE) SOIL CONOUIONS 1
TEMPORARY GRAVEL CONSTRUCTION
TABLE OF HEARING AREAS(S.F.),AGAY T APPROVED
UNDISTURBED NATURAL MAIM&(MLN. OF 4 S.F.) ((('''ACCESSIBLE PARKING SPACES �� T PAD
DIAMETER /
SHALLSER BE DESlGNAlED AS (NOT TO SCALEJ
BE
MA!/4(IN.) 74E 90 BEND 45 SEND PLUG BY A SIGN
4" i/4• / SHOW,NGDTHE INTERNATIONAL i
LOAM&SEED SYMBOL OF ACCESSIBILITY.
V
6 4 4 4 4 27 j'-0 SIGN PANEL(BY 0147JE?)SHALL BE
J
PAVfO 8 4 6 4 6 1,�_ FABRICA TEO FROM ALUMINUM t
1 Q\ll )SEE PAVEMENT DETAILS 6 Q� SHEETING ASTM 3209,ALLOY VARIES(SEE ;
II IV' AND SPECS. 10 6 8 6 8 i4o /,-6 L'-4 6061-I6,0.080'THICK,SIGN PLAN NEiY) j
I2 8 12 6 I2 SHALL HAVE TYPE D PEWILL 'SILK IJ 6'
COCOOPAC7f0L� I SCREIEN PROCEED SSED LEGENDS
I'i 5 BIT.CWlC.BERM
LIMIT A TRENCH AS EC E SUPERIMPOSED THEREON.
Excnvqnay.PROVIDE �,. THRUST BLOGYCIDLC 26
SHEETING ANO t t } (NOT TO SCALE) `\_ 7.5"TOP/IWARINO COURSE
SHOTATAI AS REWIRED I%17 I 7- Y T' ACCF.SSIR/F VAN ACCESSIBLE SPACES 4
SHALL 114CLUDE AN ADDITIONAL PA4EIAENT I.5"BINOfR COURSE I
9"MLN O4 AffN MHO M1.04.0(SAND) PARKING *-
FOR WATER PIPE "YON TED BE OWBLE SIGN'
PAVEMENT 6'-0" MOUNTED BELOW THE s A+BOL 12"GRAVEL QASC
MINIMUM DEPTH OF WATER OF ACCESS.'BILf TY 1 }T O J Y 9 11 j r;i) j 11 (J 1
MAN FROM TOP aFPPE OTTOSlCAL 51�),4ff,�Y ttdflt 3%t f iTt} l (MHOMr.D3.oTYPE c)
EXISnNG CORD (HOT TO SCALE )Y LC
TO RNISNED GRADE SHALL ( )
BE FIVE(5)FEET. 5PE 17EVWCHANNEL POST(AS
ARIL ' RO 8'CaYCRETE 0 SPECTl7ED N THE IAASS.
Ul FIRE INOTH=O+2'-0" COPPER BLOCK(TYPICAL) Ff!P-ORARY
_ (1 0' STANDARD FOR SIGN SUPPORTS) 1
PROTECTION J,-O MIN
OOMESPC LJNE o LINE LI SUDGRAOC
w�\q D 0 D NOTEWATER SERVICE TRENCH co/ POST TO 8£SET 7N THE HEARING ANO BINDER COURSES SHALL CONSIST
H CONCRETE!B"DIA.dl/TJOF CLA55/TYPE l-r BIIUMIA'WS'CINILYtETE
(!!OT TO SCALEJ 2 CUBIC FEET.U BITUMINOUS CONCRETE AND BERM "
ACCESSIBLE PARKING SIGN
00 (NOT TO SCALE) (NOT TO SCALE) !.
i
LOAM S'SEED
i
�>,yC PAVED (TO BE PLACED AT ALL ROADWAY
(?? K SEE PAVEMENT DETAILS LOW POINTS ONLY) T 111
l� ', N vA,J AND SPECS a7 I {
COMMON 1 FlLL VAR1C5' 20' 'MIE
LIMIT OF TRENCAH COMPACTED J 4"CRUSHED \
EXCAVA DON. AS SPE, /
0
MHO
li' SFONE ♦ `�"'
PRONO£RING AS
6' - /--_
AND IR D. AS n i
REO!lIRED. 67AiN- y 2:_5L
ND ---- 2�
HPPE=' �) tt`f �ORC.AN t alIC Jr 1 Il
TEMPORARY4'
COVER aF�uta>NiU I• �Iti"µfrlRiNG COURSE(MASSOOT 460.82)
DRAINAGE '" - � u' ly'BINDER COURSE(AIASSDOT 460.82) SOLID CLEAN
PIPE IeARTIJ ROCIC� 1 \ CLASS I, TYPE(-I
SILTSACK AS MANUFACTURED BY 1 FILL(rYP.) 15"liflu INWS coocw7F
INO77H=D+2 0" ACF EN NRa4dffrl TAL ' T1•'1 F LVL}JL ( -)
12'GPAVEL QASE
PA rfllCNr(TOP COIJRSF
OR J'
SILT SACKS'SHALL BE W6PfC7E0 sn ja slrT Y61,�,^ Iy ..�at JS rf3 Ii (AMD ML.OJ,O TYPE C) CLASS( TYPE 1-1
1.5'BfTUMINWS CONCRETE-
DRAIN TEEM NEEXL 1'AND SILT SHALL BE PA IEUENI(BINDER COIJR,SE)
(NOT TO SCALE) REMOVED VAIEN ACCUMULATED TO (�(�)VIA ----12"COUPACIED GRAVEI.
ALLOW CATCH BASIN r0 S )) S V7 COMPACTED
FUNCTION PROPERLY SUDGRAOE
NOTE'PROP. J"CLASS I BfT.CONE.PAVEMENT 1-1
CATCH BASIN FILTER DETAIL PLACED IN T60 COURSES(1-1/2"TOP OVER 1-1/2" TYPICAL DRIVE CROSS SECDON
(NOV TO SCALE) BINDER PER A/ASWCH STANDARD SPECIFICATIONS L
(NOT TO SCALE)
BITUMiNDUS CONCRETE PAVEMENT SECnoN
24DIAMETER S7'£0FICA ITONS.• (NOT TO SCALE)
STANDARD MH,FRAME CONCRETE STRENGTH
-&COVER 4000 PSI.AT 28 DAYS
ADJUST GRAD£149TH RL7NFORYJNC 57JFL CONFORMS TO ASTM Af85-79
PROVIDE MORTAR l /'COURSES OF BRICK(2'MLN) MANHOLE DESIGN SPFCIFICA TIONTS
2-6' LGN'AE'E CONES AVAILABLE 8 FORM TO ASTM C 487-84
lW 2�-OT HEIGHTS 8 P SLAB TOP AM470 IH-20
CNE POUR A(0.1'OUTHIC BASE
e;2.6' \r 39.010IWRE FABRIC ADJUST GRADE WTH STANDARD 4"LOAM&SEED-
ST
3, 4' Al. STEPS '\ .BIQJMASTC JOINT fkYlS71 SURFACE COURSES OF QRICK /-CA1,4CYJ UNPA 4EO PAVED
FRAME Ar GRATE l
5 --PLACE COVER I •i,g•, )ANDECS. DETAILS
MULTIPLE, .� INiAI REINFORCEMENT BRICKS UNDER FRAME AND L 85 TERMINAL ROAD
OF 2,2 L_�
FROM ETGE OF CONE 7YP.) GOMMO( —8'FLAT SLAB LIMIT OF T7ENCN-- Ca51PA Ef DETAILS
aR 4 y Off CENTER CPTCNAL EXCAVAnaN.PRONDE ,}}P �'•2;2'-5" 4i n) PROVIDE'V"OPENING ANO
5}�q�lGCAS REWIRED,3; o, 4' n - "I/41z" LOCATEll 1N
OUTSIDE OF PIPE d4!+l.�_UHD M2.0L7 NORTH ANDOVER, MASSACHUSETTS
- 8HUMASITC JOINT PLUS 2"CLEARANCE CRUSHED STONE SPEC.o L FOR sEWfR PPE: (ESSEX COUNTY)
WAFR
OR
2� lllHO M1.04.0 SANG) -`-
4 IVA FEB PIPE a o
NO LES, 'n r? La BARON 0/L-DEBRIS.STOP - °Wy FOR fVATER P1 PE. PREPARED FOR
W !M APPROVED EWA( 1H
I. MANHOLE DESIGN TO LATEST S TO C47B. h'a H MRIIMUM DfPM OF WATER ,4 CIRCLE
CENTRAL,
2. RffNFORCiNG STEEL CONFORMS r0 LA7f5T ASrAI A 185 RHU.MASTIC ARTH(( ) OCh dIAIN FROM TOP 6I1 PIPE GREAT CIRCLE liENl RAL, LLC
J CONCRETE COMPRESSIVE S7RENGRH-4,000 PSI 0 28 DAYS. SEALER IN JOINT I4§DRi=D+Z� TO FINISHED GRr�0
4. ONE Pauli AIaVOLIMIC BASE 2 ;, .}( BASE SECTION OR 3=0"AIIN SHALL BE FIVE(5f FEEs — SCALE:NOT TO SCALE DAM:SEPTEMBER 19, 2014
5. AHEN SPECIFIED,MANHOLES WATERPROOF COATED. S. '+ �-• —REINFORCED STEEL SHALL CONFORM
6. STEPS-STEEL REINFORCED COPOLYMER POLYPRHWELENC PLASTIC TO LATEST ASTM A185 SPECS.
MERIDIAN(PS2-PFSL MA.INDUSTRIES,INC CONFORMS TO LATEST ASIA C478 • .
_
7. BITULI PARA-12.
BUTYL RUBBER FCR JOINTS CONFORM TO LATEST A-504 NOTE INSTALL BfENII•£GRATES FOR THE CATCHBAS!NS IN SEWER TL3EN =3ASSOCIATES
CH 4 `''} ) i
C44J AND FED 55-S-201A SPEC THE GRASS AREAS. (NOT TO SCALE) SWCOMTAINGS CENTER,surl'I159.50 0 MILK STREGr,SLIITT:]02
REVISIONS 11EVMtlY,AIASSACfiLI,Sh7liOI 15 wcsTRoaoLR;H,b1ns ncnusmrsosel
DRAIN MANHOLE DETAIL FLAT TOP CATCH BASYN TRI III140NE(978 29v{w4T TCLL'L'11ONE:75[rA)Sli-7050
(NOT 70 SCALE) WITH 0/L,L(,REASF TRAP - -- -- �� �• �wf ME.RIDI.n,yASS[IC'[0Ai
I 11/0/14 TOWN RENEW COMMENTS CJR CEW
(NOT To SCALEJ -- -- -- SHEET No. 9 0!10 PROJECT No. .5659
DPW.N. 5654-DEr tic, OA 1E DESCRIP TUN RY CHK'D
I:Mb,aa ,me,=•.,.� �
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i
a {
T 1
o SMS INFORMAaON:
NEENAH FOUNDRY FLOOR ICn TEST PITS ACRE PERFORMED ON JULY 14,
_ SECTION END VIEW SEC1lON TOP VIEW 6"SCJi.-00 PVC OR va' 2014 BY ALEXANDER F PARKER(CERTIFIED I
SDR-J5 PVC PIPE R- FRAME AND UD �a
dSiLw�a 20"ROUND /- Io SOYL EVALUATOR X1818)
RISER / R-7506 SERIES 6"PVC OBSERVAOON
o O n
'� oYEc>En/d+EA KLaT7r RmucnoN FOR TEST PIT.- lPf4-I
ANo SETRDAEIIi ZaTE o o COVC,RETE 7� r
0" 1855' ESIEO6591 II
- d COLLAR ROPOSED PAVEMENT ` _______________ _-_--__-_____ _ _ -
_ IA35' E.SHG.IY.d 168"(ELEV 151.91)
P 0 J2' FCL. SANDY LOAMY L
IY I FilterMitt'�
FLOW U J2"al' HORIZON Ab: SANDY LOAM
`a __ 47"-59" HORIZON Bob: SANDY LOAM
FLOW I 59"-997"LAYER C: CRAYELLY SANDY CORM
REDOX OBSERVED
Nor R REACHED
1'ROtEGRD I 9+ o
AREA 18" A7sn TEST PIT. TP14-2
o I � _ I `L ELEV.=166.2t
OBSERVATION PORT I _ _ - — I ESHG.W.C 779"(ELEV=751.21)
UNION END VIEW UNION TOP VIEW Aar TO SCALE I o"-
ptminn a4" Fr(t:SANDY coAld calx
a V.I'xw'oax sTNtE (' ) I 44'-61' HORIZON Ab: SANDY LOAM
& oR
01 2'at caEArER irrEc , L _._____�_____ -_.___-_ _-___ _ _________ _ _ 6l"-7J` FfIN71ZON Brie. SANDY LOAM
ReID AREA OR L" o 2 O 7J"-ZOJ"LATER C. GRAlELLY SANDY LUAU` prslu n ECUIVAIA.IL 19lc, rc 42K J �^ 6'PIC OBSENVA 17ON
REOOK Pftai£G1FA AFEA �sLGCYtt RmUCneN maw-OB.ECY. �_'��...,.•�TS• q LIMIT 0f STONE AND q 2 PORT REFUSAL NOBSERVED
I REACNED9 I
td'w NN SE i 2alE .X �O int FILTER FABRIC prA
Fili"Mi Ir �e•um. �4¢ TEST PIT. IP14-3
q CUL IEC REC!IARGTF JJ(1X2f10
FlGVI •A' Ore.leoO 4m ELEV.-761.61
Filtor}litt�' �Apb, or� _ a0W Ou, PRONOE 200 CULTEC tiff ESN.OW.®149'(ft[V=149.21)
A t _�y7 !. RECHARGER MODEL JJOXLHD INFXIRABAV UNITS
1, )L f} 4 0"24" SANDY LOAM
FLOW HORIZON
1p I 24'J3" NQ4/ZON Ab: SANDYY LOAM
jl_Ll_ C •E.11 PLAN VIEW JJ'-40" HORIZON Bb: SANDY LOAM
t0-o o6tUR8Eo 40'-128"LAYER CT:LOAiIY SAND
i
NO tCITO AREA SfJBSLIRFACE INFILTRATION FACILITY j
WV=144.601 128"-199'LAYER C2:GRAVELLY SANDY'LOAM
F711erHilt"'fAItmNENTs! INLET DETAIL (NOT TO SCALE) REDOX OBSERVED O 149"
OUTSIDE CASING: 100%organic hesslan.
(NOT TO SCALE RFFtI,SAL NOT REACHED
FILLER INGREDIENT: Fib,,Root Mulci!'v Pill.lUill'"INSTALLATION! ( )
=A blend of coarse and Nne compost and With the newest technology and equipment, )EST PIT.• T1'14-4
shredded woad. ELEV=100.01 1,
sections can be conslructed on site In
•Pe'tela sizes: 1007.passing o 3"s reen; lengths Iron V to 100'. 0"_6".V. ORIZO EL:SAND.7t
0"-6" 770.4170.4 Ap:SAND)'LOAM
g0-100%passing a el"screen; 70-100% Sections con also be delivered to the site 6"-10' HORIZON Bic SANDY LOAM
paeeing o 0.7.5'scr en; 30-75%passing in lengths from V to 8'. 6' O SERVATION D.
0 0.25 screen. PLC OBSERVATION 10`-119' LAYER C. GRAVELLY SAND!'LOAM ,
REDOX NOT OBSERVED
-Weight: Approx.850 lbs./ca.yd. The Rex;bllllya of FUterMitt"d oas It to : NTH SCREW PEA GRAVEL REFUSAL NOT REACHED
lop(Ave.JO lbs./I.f.) confurm to n contour or lertain while LEST P/P, 9114-5
Y PROTECTIVE PAYER
For more information'isit: holding a slightly oval Ehape at i2'1191, OF FILTER FABRIC ELEHOW,.9t
www.grnundscnnasoxn by 18"wide. 20'VEGETATED E.SN.G.W. O 115"([LFV=152.31)
s.com FILTER STRIP 0"-5J" f7'.1: SANDY LOAM MIX
GroundStanpP9 EYpreg,Inc Where section ends meet,there shall be J I I / I I RED 151"LAYER C; GRAVELLY SANDY LOAM
P.O.Box 737 as overiap of 6"o greats. Bath sides REDOX OBSERVED O 115"
Wrentham,IIA 02093 shall be anchored(oak steres,trees,etc) REFUSAL NOT REACHED l
(508)384-7140 to etobilize the unlon. TEST PIT- TP14-6
ELEV=162 bt
FILTERM/TT 2 T SLOPES OR CESS ::..
E SN.G.W.O 141"(ELEV=150.7_*)
(NOT TO SCALE) V( 0" 14" HORIZON Ap! SANDY LOAN
14"-25" HORIZON 8SANDY LORA/
l r 25"-116"LAYER Cf �v::LOAMY SAND i
C 6'SCH 40 PVC PIPE RISER VHDL COTTEC RECHARGER 3JOMHD TI6"-195'LATER C2. GRAVELLY SANDY LOAM
CVLTEC INSPECTION COVER OR -4az NON_WO'EN STANDARD UNIT 1TEDOX OBSERVED O 149'
FILTER FABRIC 52'W x 1021E 30.5`N
FLOOR 80X FRAME AND UD ( ) REFUSAL NOT REACHED
5 ;; ( 3'DEEP TRENCH (NEENAH R-7506 OR E-A AROUND STONE TEST PIT., TP14-7
FILLED W}R1 2"TO IV/SS CAP SCREW UD CLOSURE nEV.=163.53
0 o n
_ -MINIMUM 2 PER FIELD FINISHED GRADE £SfL G W O 170" ELEV 149
5"GIA BANK RUN O£PRI VARIES
( _ .3t)
5 (,Rq Al. _ 9'MW 0"-45" FILL' LOAM MIN
oTI(*'fL-1476 LL 45"-59" NCJTl/ZON O1!Ab: LOAM
SANDY COA
jcw CULlEC 147.1 - - 1 59=67' HORIZON 0w67 SANDY LOAM
// ( 67'-188'tAYER GT GRAVELLY SANDY LOAM
PVC ET 946 5 _ \\ \��� -\ j REFUREDSAL HOT R�eALOVim"
Bor cuL£c 194 6 j - ,
BOT.STONE EL- 144.1 , 6T'"- y
1"TO 2 WASHEU� -- - _ -_ - - - 77F
- - 't
RUNOFF EXFIC RVAYES CRUSHED STONE 2 i
THROUGH
UNDISTURBED
4' SUBSOILS v
2' 6"DEEP EL=14afkV- - - -- - --- - --
SANO FILTER
NOTES
MINIMUM OF I.
FROM 7, PROVIDE MINIMUM 4 FEET SEPARA HON BETWEEN BOTTOM OF DIE 6
SEASONAL 111CH INCH WASHED STONE LAYER RID SEASONAL HIGH GROUNOISATER TABLE.
Nz GROUNDY/ATER E EVAFROM
170N 2 REMOVE ACL TOPSOIL AND SUBSOIL U4 AREA OF PROPOSED
INRLTRAMY FACILITY ANO REPLACE WIN SAND CONFORMING TO JIB
ClTR 15.255(3),MASSACHUSETTS STATE ENVIRONMENTAL CODE, RILE V.
1NFi MOON IRMCH QUAIL
FABRIC FOR FENCES 5 FEET OR OVER IN HfIC.L NOT r0 SCALE) J THE FACILITY IS TO UPL12C THE INTERNAL MANIFOLD SYSTEM.
END POST CAP(771.) ""I'"'TOP AND BOTTOM SEL VA GE TO HAVE
7iNSTfO AND BARBED FINISH UNLESS OTHERWISE NOTED
TOP RAIL 1 3/4"0 SECT)ON NEW 1
SUBSURFACE 1NFlLTRADW FACILITY
10'-0'CENTER TO CENTER(MAX)-^ ' (NOT TO SCALE)
PLACE AND SFT
12".0{INE POSY FLAr2fDE STORE
" EXPANSIONL!N(`POST FLAT SSE UP
-IIAR BARDS SLLCYF 2 J/8'a (S££.NOTE), 8'
£XISIWC
O 12"INIERYALS (Typ // I GRADE
L-I.VINN LINT(FABRIC- -
AR - '�•� �1;o ?. :. o�4'g ,yyyy85 TERMINAL, ROAD
s7RETCFrER B
£JO-e R./TG
FINISH
-CORNER
OT ^ 7uRNSUf*L I I 1R (A�STEWER,S 15`WIERVACS
(6"r4KEUP)
ris
DETAILS
RLOCATED IN
x
jz"TO J/a"
.. CRUSHED STONE ~ FABRIC NORTH iYJ/ YEH, MAS
SACHUSETTS
--CHECK On7s rD BE PLACED !ESSEX COUNTY)CEMENT CONC.
i
1 BASE(CLASS A) I I 1 I I I I I 3'-0' EVERY 100 FEET,AND SPALL
1 II 1 � BE COMPRISED OF foo-LB.STONES
I) 12"SDNOTUBE 6 Mrr4. !III III PREPARED FOR
Lu� �uJ (� Lu SINFLINED DRAINAGE SWALE GREAT CIRCLE CENTRAL, LLC
(NOT TO SCALE) SCALL,NOT TO SCALE DATE:SE'PTEMBE'R 19, 2012
MIN. MERIDIAN-_
NOFS. -ALL FENCE MATERIALS SHALL BE HOT-DIPPED GALVANIZED 1-FENCE SHALL MATCH HEIGHT OF EXISTING FENCE J 7 ( ,�� ASSOCIATES
CHAIN LINK FENCE DETAIL REVISIONS WcvMMiNOS LTY LR,aun159A 69 MILK ST TREY,SUIT C 302 �
t ,,,bj OLVERLY,MASSACFIUSETIS01915 14CSTnORWON,hfAS5ACl1USFY'150i581
(NOT TO SCALE) - �A 1 TELEPHONE:(97R12ik,.0.147 TITr..VIWNC.(5UR)R71-7030 §
f WW VW.MCIUDIAIQASSOC.COM J
1 99/6/94 TOWN RLVI WCOWMEN7S C,1R _CEw SHEET No, !U OF LO PROJECT N.. 5659DRC.Ne,5659-GET N0. GATE DESCRIPTION BY CHK'L)
anly.ear+rt:m,n"..s.a t,"ArM1,:m.r
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