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HomeMy WebLinkAbout2013-04-16 Planning Board Supplemental Materials (42) NOTES: 1. PERIMETER INFORMATION AND EXISTING BUILDING LOCATION SHOWN TAKEN FROM PLANAIRPORT SAFETY ZONES LEGEND OF SYMBOLS & ABBREVIATIONS ENTITLED "PROPOSED SEPTIC SYSTEM- NORTH ANDOVER MASSACHUSETTS, SITE PLAN - PLOT PLAN/ PROFILE - DETAILS," DATED JANUARY 6, 1989, RECORDED AT THE NORTHERN J��h DISTRICT ESSEX COUNTY REGISTRY OF DEEDS AS PLAN NUMBER 11669. APRL = AIRCRAFT PARKING RESTRICTION LINE O 'y a0,1' WETLAND FLAG WF ## HYDRANT 2. AS--BUILT TOPOGRAPHIC FEATURES SHOWN ARE THE RESULT OF AN ACTUAL FIELD SURVEY BRL = BUILDING RESTRICTION LINE lCV PERFORMED BY WILLIAMS & SPARAGES LLC AUGUST THROUGH NOVEMBER 2012. 1 ��• .�© IRRIGATION CONTROL VALVE 0 FLOW LINE / INVERT FL / INV. 3. ELEVATIONS ARE BASED ON THE NGVD OF 1929 (FEET ABOVE MEAN SEA LEVEL) USING RVZ = RUNWAY VISIBILITY ZONE EHH' BENCHMARK AB3241. /` ELECTRIC HAND-HOLE ❑ SEWER MANHOLE 4. AIRPORT SAFETY ZONES SHOWN ARE TAKEN FROM A DRAWING ENTITLED, "ULTIMATE ` WFeo Al2 AIRPORT LAYOUT, LAWRENCE MUNICIPAL AIRPORT, NORTH ANDOVER, MASSACHUSETTS, DATED W #B9 , SIGN d SHRUB .. 30. AUGUST 2004, BY DUFRESNE-HENRY." 12 _.. WF #A8 z_ 5. PROPOSED SEPTIC SYSTEM DESIGN SUBJECT TO APPROVAL BY THE BOARD OF HEALTH.', - � WF #A7 UTILITY POLE STONE WALLx 130.72 ; ,. THE EXISTING SEPTIC SYSTEM SHALL BE ABANDONED IN ACCORDANCE WITH TITLE 5 _ 4 WF A11 _ - 131.7 .., WF13 4#A6 EP REQUIREMENTS. _ _ _ _ - - - - PICKET FENCE n 11 - � EDGE OF PAVEMENT 6. PROPOSED IMPERVIOUS AREA WITHIN LIMIT OF WATERSHED ANALYSIS: ROOF=19,205 S.F. 0_1#1310#110 t',, WF #A9 131.37 . WF #A5 CLF PAVEMENT & WALKWAYS=32.550± 131.52z< 1WAWATER GATE TOTAL=51,"755 ' �O© WF #A10"'�' CHAIN-LINKED FENCE 7. LIMITS OF WETLAND RESOURCE AREAS FLAGGED BY MARY RIMMER OF RIMMER 1 / f ENVIRONMENTAL IN AUGUST 2012. 133 � Sa, A i�a sA4 E WF #A3 WF #A1 t \ G� 301 f 130,92 1 WF #A2 ..� _T - - �. 01, 11. _ - - F` RL ._. - - BRL END EROSION ) WF #B12 BRL EXISTING - n CONTROL BARRIER / -1 -- _ LIMIT -OF s 4 A ._.-. AUTOMATIC SLIDING GATE (SILTFENCE OR APPROVED \ - F-- 134 DISTURBANCE -- ..z. L -.. _ _. 13z.e - (CLOSED POSITION) EQUIVALENT) J EXISTING LAWN.-.. .. . ..... --- , EXISTING G 134.3 - i 33.2 _ ._... 134.0 ---- -x 3 .cam--- -te-13"4:3 - 3134, 133.9 - __ _ .. _ ._. _. _ 33.9 e LAW -- -- - - - a ; - -- - - -- --- - - -- - - T - - -�-- - �33.4, 114.E � . 134.3 . '34. � 4 / EXISTING EF' LT1NG EP 33.83 rt ( 3 ,8 aPRoxIMaTE LocaTjoN of s" D.I. s LaR05 EXISTING ` B13 STC1I 6.0L PROPOSED .. INCREASE HEIGHT c`P WATER MAIN ,=ICN ANTE E I 1\IItI11 FIS G 134.91S w w w w Lw w w O ANTE OM \ 133.4 PROPOSED EXISTING gip. , w EXISTING r' /� tt I GATE MOTOR W/ 133 ,/ 20 FT TO 30 FT �1 r / STRIPING ACCESS ROAD _�,.4- p 2 �`�„ , / ACCESS ROAD 4\ f PROPOSED f G,�, .. r rx 3 STOP COI��RE I E FAD , .51 ��� f f EXISTING 134asx '� SIGN 34.8.9 - / DRIVEWAY L134.80 ` E P 134.3"'`. �� • ' LAWN - '`` .,..._........ ...... -� - - . 3- LAWN _- - f - � � �..`""``_�--�� 134.e3 �, - �0 GATE Iw _- _ _ Q, 134,50 134.6 134.0 / f--- EXISTING CLF GATE r x 135:03 X 135.11 19 'SCES 1 X1:�S,0e 135.11 135. 2 35.07 5 CONTROL 2 .9 �. FXIS INS 8°,.F1 CLF u2.$ : ' `V V . TRANSFt3RMER --., START EROSION`•�+....,� a . _ X37.5 13 .4 CONTROL BARRIER `^~-----. r 132t_4___)<_- CONCRETE RETE 4 3. PAD �. 1 ONC ETE w. 1, 4 -� -- EXISTING WAL WAY � ' , 134.4 -- / F _......y__ aC _ ...........,,_ _ SILTFENCE OR APPROVED 1'33.5 ,f .. / LAWN _ ( , J ALK AY ( -- /`'-► � ;v 3,9s EQUIVALENT) ,• z AUTOMATIC SL \ 0 S 1351 r 132,8 G P �, O l 1 35.45 EP 135.4a A ! . __ '��� 4� 5 1 1 33 1_35.9 , P 1 .� ,� I � E� I(tII '1r o� / 9 + w 4 135.5 135.35 -P BOLLARDS T Q� O x 3 PLkhITEfs 13 . �- - 1 3, 135.4 2.9 5 s PROTECT GATE _... i �` UP 2853 I 15,4 /� x •5 �` Q - 0 Q / 1 5. ROOF ROOF _/ al_TO TRANSFKYR fiER 134.4 5 Y �.. W/ U/`G. #815 f J DRAIN 4. � DRAIN DRAIN SPRINKLER I �� ELECTRIC m DOORWAY ROOF ti t� P ,,.. t 3 PROPOSED SIPGRN� - - 4 C7 I 134-� „ -'C -RG2 p O. 43 GARAGE DOORWAY OVERHANG FLII P -. z I A ' PROPOSED 2'Wx2'Dx112'L i ,Z J I 25 A ES W 129.1 t �o / DOOR ROOF 4.9` LANDAI / 6 WINE STONE WASHED 'STONE OR o N o l DRAIN ,3 .3 """` • 38. 4 SPILLWAY =133.25 PEASTONE 'DIAPHRAGM w 1 8 134.0 , / R13547 E GW 3V. 1 s2.8 -�, 4 / RO HANGA 3 ROOF / OP PROPOSES=` LO DOOR EXISTING BUILDING �, ♦ ♦ , WF B16 33.7 JbV5j1a1 DOORWAY z / �a I "FLIGHT - 160.,7X.. 1�, 13 O G SIGN FLIGH PROPOSED BIOFILTER 2 / FF- 1 35.6 +IEI1�EI1 C�. 0 � / O G 5: j LAND TA„ PROPOSED BIOFI'LTER #1 / ` o l HT z Q� 1 1 TOP=133'75 0 1 - '- �'' SPILLWAY 0 1133.25 TOP=133.95 M 134.06 I 9 ,5 2 5 S.F.± ROOF 1 5 S.s7 � � �►`'%��'' 1 SPILLWAY 0 133.45 + /.' CONCRETE DRAIN _ Ar� o OO' a 5 ,, BOTTOM=133.00 BOTTOM=133.20 e� APRON ROOF 1 5.8 s, - PROP OVERHANG 32.4 PASSAGEWAY 31 3, VENT WF # 17 i _.. ROOF ROOF ROOF J o /� 13 13 2'WX2'Dx27'L 15.51. GARAGE DOORWAY R • DRAIN DRAIN .__ VENT DRAIN WASHED STONE 135,26 _ � , ♦ z X , f OR PEASTONE 13x' z.8 �i f 1s4.r 1a. 13s. a 1S.Se / / .r-- � .-..,.._ - - -� _ - � s. / OPO�ED SEPTIC SYSTEM CO' RETE > �, 35.23 35.5 ES / / / WF 18 S "� / ! a .26 s 1 / DIAPHRAGM #B p, ^ . 135.26 a/C tdNl: 135.4 N,3 135.6 S 5 13 / / ACTIVE AREA to O I WALK Y 1 35.4 _ 35: © 5.1 ► / / - / w EXISTING - ,3.,. $.6 -IGH 3s. ♦ / / / /' / * (48) CULTS 100 UNITS i t > i . 1 � � 13 / T P / d,i 35.0 ExiSNG SMIi 12. 0 OF UNITS BREAKOUT-137.54 0 Q / DOOR 6 ! f L, - I 157.50 135.E 7 ,. 1 / / I n- w 1 -- �-- - PIOPAN 13 .1 RIMS, 5.9f 2' DOM. \ ' /- tow -I _, , BOTTON.Ir OF UNITS-136.5 PROPOSED I x 135.1 : - ANK135.3 TOP TANK= 34.06 o", 15.E . M CONCRETE / - PROPOSED cv 3 -- 13.1.3 - __ FIRE 3 i ESHGWT-132.2 12 WIDE STONE rr J I TO BE _ iatIVE- .. / TP t 3 OIL TaN15.3 'It- , WALK1 2 LEASE AREA EXPANSION SPILLWAY a 133.45 / -. 134.25 �, /'" 3 E�HGWT=132.0 � ( � ..... *�,, ,,,,,,/ / „'tom �"� EXISTING _ (TO BE REMOVED) _ ;U5 . / .- .,, ._.... L - / { I - . .- �" � ---,,,Po ,,,T,soo GAL. PROPOSED D-BOX 10,976 S.F. LEASE AR A P2 _ ._. PROPOSED BUIL. .G j 1 . v'� •..._.... PUM CHAMBER INV IN=137.35 E 134.7a -_~ - x r34.e1 _ x 1a,s t� of } 0 � I>< 134,.81 FF= 135. ? 135.3' INV OUT-137:18 EXISTING B _ <nLO PROPOSED EROSION 1110 ''• .► 1 TP 4 j . , I i R M. q y FX IS"I I N � gtA15DELL, BARRIER LIMIT OF E CWT=131,4 u7 1J / .J �XT�NG sr CONTROL -- DISTURBANCE I <c (59.50'x SEPTIC SI I'II" ' OPOSED 3,0 t GAL. a civiL SILTFENCE OR APPROVED w€�, HANGAR 2 SYS I#:.M ti 0 No.4161go3 ( 8 I � i- cx . 8C I SYSTEM � � COMMCOMMERCIAL.,�L1NE �� � ` EQUIVALENT I ci w to Q I p, r (A� 1I��I=:: 5• \ TP-RG1A ' I +n > I (R ERVE f I SEPTIC TANk ''~---. , 134.3 i 0 V)LU 134.44 - 134.58 - OFFICE S PAC ® . _ . , , 4.12 AREA ., 1 3 ' \ ESHGWT=133,1 t C� 4.se [ > 13 . - x _ AP,�4 > P.- x I' z p v � / 100 U-�--- 1 0 . 1.v PROPOSED ROOF DRAIN & DOWNSPOUT LOC�CT1QNS (TYP) FFE -` tl1 n 0- Ln SEE ARCHITECTURAL DRAWINGS FOR FINAL LOCATIONS T 1 R 1 , w _ EXISTINCa #� w I vi -1 134.E E { j LAWNZQOR 157.50 33.9 TW-RC1 B 134.54 135. I 135. -, - - x 1 83 ° 1353 3 _ I 4 - - V - \ESHGWT=133! _ - T _ _ _ I f -� ,, 1 _ - x APRL - 1 • PROPOSED 5'W A P R L I / f SITE P C - v� �.. . . .�. APRIL CONCRETE APRON ♦� � PROPOSED EROSION 1345 W/EXPANSION �n MW �.__ _.,. ROPE M ._ . CONTROL BARRIERIN 134.4 JOINTS AT 15 O.C. .� RANI! (SILTFENCE,-OR APPROVED t3 � r- ;33� EXISTING 15 DIA. l 133.9 .� .,.'''°"� " 5''i \, 134,76 13 .58 ,.33, EXISTING TANK x 12 DIA. EQUIVALENT . • ..- _ 134.40 _ - - SHRUB ) OWNER. ♦♦ . ... 134.57 X 134,63 -- --- LAWN SHRUB LAWN __ __ __ • �.. NORTHANDOVERer E e • CITY OF LAWIRENCE, MA C/0 LAWRENCE AIRPORT COMMISSION , 0 10 20' 40' MICHAEL MILLER,. AIRF-ORT MANAGER PROPOSED r 133.4 ---.-• 492 SUTTON STREET SCALE: 1" = 20' DATE: February 7 2013 GPS BASE STATION END EROSION - 134.30 ' START EROSION X 133=,; N TH' A ry ' x 133.7 --' PROPOSED STONE OR NDOVER, MA 01845 x 134..9 ANTENNA CONTROL BARRIER Revised: February 15, 2013 x 133.7 CONTROL BARRIER 133,E EXISTING TRENCH_ FOR SOUTH j ROOFRUNOFF EXISTING SILTFEtNCE OR APPROVED SILTFENCE OR APPROVED Revised. March 26, 2013 ( ( /a�`' LIMIT OF W � YEAR STORM VOLUME 'CAPACITY "'"-.. LE�ASEHOLQ OWNER. LAWN ! EQUIVALENT) ca > Q .' EQUIVALENT) b DISTURBANCE /` = SHOWING PROPOSED ` 4 157 Lx4 Wx2 D S OW G PROPOSED IMPROVEMENTS' w ��` /`r �'---- TOP TRENCH'=135.0 MICHAEL FLORENCE _ _.- 134 �_ .� __a. _ .? T9 . s ' = 466 SUTTON STREET #250 CLARK STREET LEASE AREA EXPANSION 4. _ ' ,319 o - -- -$QOM TRENCH 13 .0 4 (NV S IN--134.r F NORTH ANDOVER, MA 01845 1 526 S.F. x ;135.4 f� _ ` v, .,- � �� EXISTING =-._ � LAWN �G (SEE DETAIL . _ - - - APPLICANT: ,.. / # 133 s1 Q\C.) EXISTING WF C4 X 132.5 _.. KEYW CORPORATION (FLIGHT LANDATA, INC,) .....,,... x 134.1 f �� LAWN --,. 250 CLARK STREET l I BW WF .#C5 NORTH ANDOVER, MA 01845 XX15.5 , WILLIAMS � 13 ,0 „. PARKING' TABLE (AREAS PROVIDED BY DAVID BARSKI - ARCHITECT) X. 132.8 "` J 1�• #C3 I"S x 132.1, " SPARAUt EXISTING LEASE AREA: CURRENT SPACES SPACES \ ,' "r„� ..�- -£ USE BUILDING ADDITION MEZZANINE SPACES REQUIRED REQUIRED PROVIDED 133. s .,, ENGINEERS 1 PLANNERS 1 suaviroRs -- 46,620 S_F. 191 SOUTH MAIN STREET OFFICES 3,575 SQ FT 1,450 SQ FT 3 SPACES/ 1,000 5F GFA 16 _ - -- - - - -- ��A __. SUITE 103 WAREHOUSE HANGER 3,700 SQ FT 3,735 SO FT 1,680 STORAGE ONLY 0.8 SPACES/ 1,000', SF GFA 7 =` � TOTAL PROPOSED LEASE AREA: MIDD<.ETON MA 01949 i3 PHONE:(97$) 539-8088 R&D, MACH. SHOP 1,800 SO FT 2,263 SQ FT 0.7 SPACES/ 1,000 SF GFA 4 „" = S, FAX: 0178) 767-8579 46,620 S.F. + 16,526 S.F. + 10,976 = 74,122 S.F. HALLS/BTHRMS/SUPP. 450 SQ FT 2,032 SO F? N.A. - X 131.8 WF' C2 A ZQNING DISTRICT: INDQSTRIAL 2 (12� Sheet 3 of 4 9,525 SQ FT 9,480 SQ FT 1,680 'SO FT TOTAL SPACES: 27 38 I