HomeMy WebLinkAbout2012-08-30 SPR WAIVER Parking Modification Plan 7
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EXISTING
PAVEMENT / PAVEMENT I t;,rz {
I i iTXNG 'EXISTWO PROPOSED
EXUS
I HANGAR / PARKING
EXISTING / !/ iMACLEOD) EXISTING / (MACLEODJ SPACES
(O,P)
PAVEMENT PAVEMENT
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/ EXISTING
PROPOSED HAJIGAR LOCUS MAP (NOTTOSCALE)
E IsnNG Iu14AR EX snxo PAN-AM
/ (AIII NEW �.' (ARNNEEW SERVICES
i
NOTES;
REALTY TRUST)/ 1 �\ REALTY TRUST)
/ 1. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND
ARE BASED ON ACOMSINATION OF FIELD LOCATIONS AND COMPILED INFORMATION FROM
2" / ! � / / \ CONSTRUCTE➢ PLANS SUPPL3EDBYVARIOUS UTILITY COMPANIES AND GOVERNMENT AGENCIES.THERE
ARE OTHER UNDERGROUND UTILITIES AT AND AROUND THE SITE THAT HAVE NOT SEEN
APPROVED PAVEMENT / / \/..� ��5; (NEW)
/ / 4 AREA=72.017 S.F. PAVEMENT LOCATEDAHD ARE NOT 5}IO1M1 ON THIS PLAN.IN ACCORDANCE WSTFI M.O.L CHAPTER 82
7!}� g �'e1r AREA SECTION 40,INCLUDING AMENDMENTS,ALL CONTRACTORS SHOULD NOTIFY IN WRTNNG
/ LEASE LINE— !! /`.... I' / LEASE LINE J�! ' 'Abo- `� 7 - 17"1 S.F. ALL UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR MANY EXCAVATION WORK
FOR PAN AM / _ / FOR PAN
AM \ AND CALL DIG-SAFE AT 1$SB-DIOSAFF
SERVICES 6 _ 5ERACE3
(TYP.) _ / [ryp,) ° _ PROPOSED � 2 THERE ARE NOVIETLIND RESOURCE AREAS WITHIN'IOD FEET OF THE PROPOSED WORK
/- POROUS PAVEMENT y5 AREA
EXISTING ! EXISTFNG
HANGAR /' / HN1611R AREl1=T0,740 S.E.
/ (EAA CH.6) (EAA.CH.6 �605 - t l 3. ALL DISTURBED AREAS OUTSIDE OF THE PROPOSED PAVEMENT AREAS$HALL 13E
/ =e/ PROPOSED 1 / ���! ) /�A -�'� EXISTING 1 STABILFZED WTEHAMINIMUM OF41NC1iE50F LOAM AND GRASS SEED.
/ PAVEMENT EXISTING
GB HANGAR ` / C CB /0.ltD/ HANGAR
(GIAN(X1N-TO)
EXISTING
ICI / PAVEMENT
141 C.
\ PROPOSE"
TRUCK PAD 1 -
\ _ \.� t3005F. _ _ _
EXESFIiJG._ _ ___ �." EXISTING
DETEITNON
DET 2 I3WALE�.t,' ` - \4 ANEAISWALE AREA
7
EXISTING FJ EXISTING PAVEMENT` PAVEMENT
IIvM171Y LPP
_i'd' .120.3E _ ttea 153 =420.34
EXISTING HANGAR \ �� A"r EXISTING HANGAR
fNV 42-CpP (NEW EMGLAND AVIATION) � ':-'—ENV 17 CPP NEW ENGLAND AVIATION)
317.05 I� r 157.56
APPROVED SITE PLAN PROPOSED MODIFICATION PLAN
40 0 40 80 FT 40 0 40 80 FT
SCALE 1•=40' SCALE 1'=40'
3'BIT.CONC.POROUS PAVEMENT
-MATCH FINISH GRADE AT PARKING AREA MODIFICATION PLAN
fi OF 31A'TO 1-VC--..1 2.OF 3r4'WASHED / EXISTING PAVEMENT ..... _.__ FOR
WASHED CRUSHED STONE 1 CRUSHED STONE / -----
(RESERVOiRCOURSE) \ (CHOKER COURSE) POROUS PAVEMENT SPECIFICATIONS CRUSHED GRAVEL SPECIFICATIONS NORTHSIDE HANGARS
- SIEVE slzE PExcrrr_aAssINL; 1 OR,GR AVE
L BASE AT
NONWOVEN -� , ' 5'8' 1D0 SIEVE SIZE PIERCEIITPASSINO
LAWRENCE MUNICIPAL AIRPORT
GEOTEXTILE FILTER IN
FABRIC AS REQUIRED 8 MBLGRAVEL BASE 7R' 10D a• 100
TO STABkL2E SmES OF1. 1 = 1-tre 70-100
ExcAVAnDh(TYP.) /:., '' NO.a 30.60 1A4• 60-85 NORTH ANDOVER, MASS.
EItEST1kG SUBGItADE MAT)=RLAI. \ NO.6 5.15 NO.4 30.60 PRFARED FOR
(ALL EMSTING TOPSOIL,SUBSOIL.&MATERiALARETOBERREMOVED)M�� NO.2W 1.3 NO.2D0 0.5 PAN AM SERVICES
%BaLIMEN(AC-20) 5.0-7.0 DATE:AUGUST24.2012
POROUS PAVEMENT DETAIL THEAVE-'ME'NTSHALLLCONFORM FOR THErol°`ASS
PROFESSIONAL ENGINEERS 8 LAND SURVEYORS
1N0T TO SCALE) HIGHWAYSPECIFICATION .03 FOR
OPEN-GRADED FRICTION COURSE CHRISTIANSEN& SERGI7 INC.
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NOTE:THE POROUS PAVEMENT IS NOTTO BE INSTALLED LRNTILALL 160 SUMMER STREET, HAVERHILL,MASSACHUSETTS 01830
UPGRADIERT CONTRIBUTING AREAS ARE FULLY STABILIZED.
WWW.CSI-ENCaR.COM TEL.976-373-0316 FAX 978-372�96D
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