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HomeMy WebLinkAbout2013-01-15 Planning Board Supplemental Materials (23) LIST OF DRAWINGS LEGEND DWGC.O. PROP. CLEANOUT NO• ,TITLE O IRON PIN FOUND TI i ❑ CONCRETE BOUND FOUND CB-1 ■ PROP. CATCH BASIN 1 . TITLE SHEET O DRILL HOLE FOUND DMH-1 • PROP. DRAIN MANHOLE 2. EXISTING CONDITIONS PLAN PROPOSED SITE DE VEL OPMEN7 PLANSscc SLOPED GRANITE CURB SMH-1 • PROP. SEWER MANHOLE 3. SITE DEVELOPMENT PLAN °°B CAPE COD BERM ®-- MEET EXISTING GRADE 4. GRADING, DRAINAGE PLAN — — OVERHEAD SERVICE WIRES �- PROP. SPOT ELEVATION osn DOUBLE SOLID YELLOW LINE 4A. SEDIMENT & EROSION CONTROL PLAN PROP. CONTOUR ELEVATION for s3WL SINGLE SOLID WHITE UNE 5. UTILITIES PLAN — PROP. GATE VALVE ewe — BROKEN WHITE LINE Q 4 PROP. HAYBALES & 6. LANDSCAPE & LIGHTING PLAN SIGN SILT FENCE 7. EROSION CONTROL DETAILS TEST PIT W WATER LINE r`^'�1 8. DRAINAGE DETAILS TREELINE � WATER VALVE 9. UTILITY DETAILS MAP 35 LOT 19 .-.-e s @ @-. WETLAND UNE SX.,ti" SPOT ELEVATION V. FIRE HYDRANT �r Dov 4 10. IT — —130— CONTOUR ELEVATION GAS VALVE 11 . TRUCK CIRCULATION PLAN c GAS UNE 1 OF 1 . LIGHTING PLAN UTILITY POLE T UNDERGROUND TELEPHONE UNE OODRAIN MANHOLE UGE UNDERGROUND ELECTRIC 1 OF 2. EXTERIOR ELEVATIONS (A7) 1018 OSGOOD STREET o SEWER MANHOLE AND TELEPHONE 2 OF 2. EXTERIOR ELEVATIONS (A8) OTELEPHONE MANHOLE 13 CATCH BASIN NORTH ABUTTERS ANDOVER, MASSACHUS TTS 01845 MAP/LOT# NAME&ADDRESS NOTES 1. FOR NOTES SEE SHEET NO. 3 35/19(SUBJECT PARCEL) CAFUA REALTY TRUST,LLC 280 MERRIMACK STREET METHUEN,MA 01844 35/20 GREAT POND CROSSING,LLC 35/213 865 TURNPIKE STREET, 2ND FL 35/313 NORTH ANDOVER,MA 01845 35/413 35/50 35/20/113 BVSS REALTY,LLC 125 O 133 ��9A OScO MAP 35 1019 OSGOOD STREET O), OQ NORTH ANDOVER, MA 01845LOT 36 \ �Q �= LAKE SSS 2 m MA COEHICHEWICK s� T 27 a LAKE COCHICHEWICK 35/20/513 R. DUDE REALTY,LLC 1007 OSGOOD STREET MAP 35 LO l� NORTH ANDOVER,MA 01845 LAWRENCE CLARK � , LOT 14 � G f c, 35/20/613 PETER P. DEVLIN,DMD m MUNICIPAL MAP 35 1009 OSGOOD STREET % LOT 15 MAP 35 AIRPORT NORTH ANDOVER,MA 01845 LOT 44 OLD MAP 35 35/20/713 TRIGILIO MANAGEMENT DLOT 45 MAP 35 1011 OSGOOD STREET CLARK ST.\ LOT 47 NORTH ANDOVER,MA 01845 SITE 35/23 TOWN OF NORTH ANDOVER 0 120 MAIN STREET AIRPORT �SG'p MAP 35 0 NORTH ANDOVER,MA 01846ENTRANCE 00 LOT 49 35/29 TIAM REALTY,LLC �O DRIVE `� ��— ST�� <0�' y,0 7 RIDGE HILL WAY �� Z \ �N�` MAP 30 ANDOVER,MA 01810 y 0 V �c9 S LOT 50 74/5 NORTH ANDOVER SHELL,INC. \ MAP 35 O� Q 980 OSGOOD STREET SITE LOT 23� � � (n i Q NORTH ANDOVER,MA 01845 OMAP S, 74/6/1 LANDERS FAMILY TRUST LOT 6 4 COOS 74/6/2 40 COURT STREET 74/6/4 NORTH ANDOVER,MA 01845 �� �, % MAP 74 O,� ` 0 LOT s THIS IS TO CERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED 74/66/2 DENNIS DRINKWATER �� �, / CO CCgRK S FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. 13 OLD SALEM PATH J ' 125 MAGNOLIA, 25MAGNOLIA,MA 01930 OSGOOD ST. DATE: LAWRENCE AIRPORT CITY OF LAWRENCE 495 133 MAP 74 AIRPORT COMMISSION LOT 1—B MAP 74 492 SUTTON STREET LOT 3 TOWN CLERK: NORTH ANDOVER,MA 01845 � c APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD o MAP 74 Z LOT 23 AIRPORT Ni DATE ENTRANCE LOCATION MAP VICINITY MAP DRIVE MAP 74 SCALE: 1"= 1500' SCALE: 1" = 300'± LOT 24 O� FILED HEARING FOR�v y 1 REVISE PLANS PER COMMENTS MSG 12/7/12 NO.1 DESCRIPTION BY DATE REVISIONS FOR REGISTRY USE FOR SHEET � I B ASSESSORS MAP 35 LOT 19 1018 OSGOOD STREET NORTH ANDOVER, MA 01845 PREPARED FOR: DO JFJ HOLDING, LLC 751 MAIN STREET, SUITE B P.O. BOX N • • � a „ �, SANFORD, ME 04073 MEMO= 44 Stiles Road, Suite One Salem, New Hampshire 03079 (603) 893-0720 7s �� ,, = ENGINEERS • PLANNERS • SURVEYORS :' '" MHF Design Consultants, Inc. www.mhfdesign.com ' >t =Y� �� DRAWING NO. SCALE: AS SHOWN DATE: OCTOBER 19, 2012 3053CVR.DWG DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. TJH MSG 305312 1 v Rag {�+ `'. 0 125 SITE MAP 75 LOT 1-B LvrceI1 `Farrn . i13 i� I" N/F CITY OF LAWRENCE ni AIRPORT COMMISSION 492 SUTTON STREET IN Fren1� �� NORTH ANDOVER, MA 01845 _ n� •• NQrtFt-Andorr-- sl"�Ja 133 _ � r j it 46AF r JL= =12'30'38" r , ❑ x .h` �X'h.h =658.09' N68'09'49"E 143.70' 5.95' \ RON PIPE 30 b` �� FOUND � � ZONE 77, . LINE � - r � ° ZONE-INDUSTRYh0 I11 Ch1 ,`p° ,DO '.'7 9 . ' • • _� n / \ \ hoo 0 ,h I �, B- ZO�jL7- �. gni s tri x1� z BUSINESS hko' ahs X�`L'I ALX h i ��° °� ��� LOCATION MAP ,kry9 ��, °� ��A (NOT TO SCALE) � 1 0 � � All a, 9. NOTES: ' I I N 1) ZONE: MIN. LOT SIZE: 25,000 Sq.Ft. a6 MIN. LOT FRONTAGE: 125 Ft. MAP 35 LOT 19 Xaa ' \ j MAP 35 LOT 29 SETBACKS: " ( x r*i N/F TIAM REALTY LLC FRONT 25 Ft. 0 28,127 Sq.Ft. 1 7 RIDGE HILL WAY SIDE 25 Ft. - -148- - - 0 0.646 Ac.± 1 \ ANDOVER, MA 01810 REAR 30 Ft. w i \ a>° \ ^^ REFER TO THE TOWN OF NORTH ANDOVER ZONING ORDINANCE 9 FOR VERIFICATION, ADDITIONAL RESTRICTIONS AND PERMITTED °ry. \ 9�e �� USES. MAP 74 LOT 6-1/6-4 h1h I �9�" °� 96\�9 N/F LANDERS FAMILY TRUST X` el �� 9�6 2) LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE ONLY. 40 COURT STREET 05 I X1 ADDITIONAL UNDERGROUND UTILITIES OTHER THAN THOSE SHOWN NORTH ANDOVER, MA 01845 , I 1 / ^�. MAY BE ENCOUNTERED. MAP 74 LOT 6-2 ( ( , \ / / Xj x1�� h` ( 3) ELEVATIONS SHOWN HEREON ARE ON USGS DATUM. N/F DENNIS DRINKWATER i \ \ ,�^ ( CURB ELEVATIONS SHOWN ARE AT THE "TOE OF CURB. 13 OLD SALEM PATH I / \x�� x CURBS ARE 0.50'± HIGH. MAGNOLIA, MA 01930 X`'9 I NO a• / Q ti MAP 74 LOT 6-3 �h xkPLAN REFERENCES: N/F LANDERS BUILDING CONDOMINIMUM ^146_ \ x o 40 COURT STREET h. / I a9a k a� �r \ I 1) NORTH ESSEX REGISTRY OF DEEDS (N.E.R.D.) PLAN No. 2470. NORTH ANDOVER, MA 01845 \ x 9. ' 6 0 1 \ I 9N 2) N.E.R.D. PLAN No. 2606. PI \ ao,`I' ,�0°'� '.�h raj o�`O ,0 x�0 C x,� , \ �) °�h j h 3) N.E.R.D. PLAN No. 4250. 4) N.E.R.D. PLAN No. 5595. m ahs^ 2 STORY a X ` WOOD FRAME DWELLING �6 I I I 5) N.E.R.D. PLAN No. 6085. GARAGE \ 6) SITE DEVELOPMENT PERMIT PLAN, NORTH ANDOVER, 144\ OD MASSACHUSETTS, EXISTING CONDITIONS PLAN; PREPARED FOR ° \ �� ,bh `o* a�" 0ti I DANIEL CORBETT; PREPARED BY EASTERN LAND SURVEY X^gyp. ,�9A \ \ \ � x'. QRS hryh k6'S \ 1�hh' j / � I � ° x \ 2s ASSOCIATES, INC.; SCALE: 1"=20'; DATE: JULY 24, 2003 (rev. INV.IN=138.11 \ I �\ aka• �e \ _ _ g� 1�8 / 5 �o �°� 8/28/03). eF�h �'� x°66 X1hti I �� x RIM=138.44 INV.=134 90 INV.IN=139.91 NV.OUT=139.90 X1�o x,��o_ - a° _ _N a$ 144-, s � `k / °� ' o RIM=138.76 x � SHELF=135.32 0�1 183_'RCP - _ - - 11/ / X , X 1ya, INV.IN=134.27 (W) - - - - N I RIM=138.90 INV.IN=134.01(S) S Z kry9° jos - - --146'- _ i INV.=133.95 0° INV.OUT=1 34.14(E) IRON CERTIFICATIONS: X11, FOUND 1 �6 s / 9 = _ _ _ _ 12"RCP _ _ _ - - 11 Ah ,�� ,,a• 6 X44 ° _ - - = L RCP-- 11 1) 1 CERTIFY THAT THIS SURVEY PLAN SHOWS THE PROPERTY LINES 'b' ` ♦ / MEco - X, .ti ati9 � B `� b, - _ x�� - ,'� - - � _ - - !���h FOUNDIRON 3012 , k - - _ _ _ _Z RIM-136.74 II THAT ARE THE LINES OF EXISTING OWNERSHIPS AND THAT THE ti `" // z= 8_'RCP 11 LINES OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC _ _ ti' , - �- 142 - - c G - _G ^" `��Z //��P ,�� - -- _ _ = 11 OR PRIVATE WAYS ALREADY ESTABLISHED, THAT NO NEW LINES 11 2 FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE 12'1RCP - - SWEL �o, -R ^i°j• 0 1\ SHOWN. W 12"CLDI W APPROXIMATE LOCATION OF `�9 " � �• h e° 11 \ MEC 4666 ' - -W "RTE 133 WE 1z°CMP 0 _ h = _ _ _ - - - I; - W�---W----W ;h p=08'23'59" DWLL EXISTING P STEEL GAS----W-�_W- W-- 2) 1 CERTIFY THAT THIS SURVEY AND PLAN CONFORMS TO THE W�-W x� R=1,020.00' ,�°;, l xW___W 11 w W 1�. -13MS Z=1- - _ _ _ �- ETHICAL, PROCEDURAL AND TECHNICAL STANDARDS FOR THE ti RIM=142.08 W RIM=142.27 6+50.51 _RIM=138.35 �I// ----�- _ - _ _ _w I - - - PRACTICE OF LAND SURVEYING IN THE COMMONWEALTH OF W-- " INV.IN=135.62(FES) L=149.53 INV.=133.11 INV.OUT=1 .23 ° oti SUMP=130.85 4// 11 - INV.OUT=139.23 �� --INV.IN=138.08 � - 7-1-00 a DSYL ,o• g U \ MASSACHUSETTS. oh INV.IN=136.22(ACROSS ST.) INV.OUT=135.92 Ryv BASELINE OSGOOD STRE T -" -�--- - �_ _ 8+00 // �0h6 ass ^�6 \w --al 3) 1 CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN 1961 ALTERATION ,� (PUBUC-VARIABLE WIDTH R.O.W.) °6g I- _ \ 11 CONFORMANCE WITH THE RULES AND REGULATIONS OF THE MASS HIGHWAY DWLL X9� �-- - ---�1L w II REGISTER OF DEEDS OF THE COMMONWEALTH OF /W ati �� / LAYOUT NO. ��._- x ,� - ..� 9+00 DSYL � - 9+33.82 w MASSACHU 111 r_--_� W W w w w W--------W----_ / oto+®F ` T -- - W-_---� T T 1 on SWEL h ' e - \ S RIM=136.40 ®�S., `& a� ��� W=138 07 - w g CHNISTUPHER y� // w--_�_W 6"G---�Di_ 1 o FRA 0� ti� 5k54 i T mow- -W off° ^ a �� T RIM=138.07 RIM=141.36 /' -W-- 6 8W �99h �-- --- _ �?ti INV.=135.00 k h W w I _ v HER INV.OUT=138.47 W o ` �Q, a" MHO FOUND x X T-- -T .10 1\1 \ 3611 �5Y1 5k0� -W A --�-T T- r M ` 10 /0 ' oWj \ W W ° 1'IRON PIPE -��rj. 0O x�- MECO 7---T ��-----\M CHRISTOP RANCHER, P.L.S. DATE ,, FOUND - c . //W 1. _ O _ #3013/170 _- " sWE' MAP 35 LOT 50 I ' ti° `� _ - 5G MEC 3015 I1 N/F OSGOOD PROPERTIES, LLC I ' Yi ho 865 TURNPIKE STREET , ,ry ��S M 11 Niv NORTH ANDOVER, MA 01845 ' � i MAP 35 LOT 20 y1 SHE ""' INV. ° �z, Nn,. 1 REVISE PLANS PER COMMENTS MSG 12/7/12 LEGEND N0. DESCRIPTION BY DATE USE 0 IRON PIN FOUND � UTILITY POLE REVISIONS FOR REGISTRY CONCRETE BOUND FOUND OO DRAIN MANHOLE EXISTING CONDITIONS PLAN � RAILROAD SPIKE FOUND OO SEWER MANHOLE o DRILL HOLE FOUND OO TELEPHONE MANHOLE ASSESSORS MAP 35 LOT 19 VG0 VERTICAL GRANITE CURB 0 CATCH BASIN 1018 OSGOOD STREET ecc BITUMINOUS CONCRETE UP CURBING w WATER UNE NORTH ANDOVER, MA PREPARED FOR: OVERHEAD SERVICE WIRES '� WATER VALVE JFJ HOLDINGS, LLC DSYL DOUBLE SOLID YELLOW UNE FIRE HYDRANT 751 MAIN STREET, SUITE B P.O. BOX N SSW SANFORD, ME 04073 SINGLE SOLID WHITE LINE D4 GAS VALVE BW� 44 Stiles Road, Suite One BROKEN WHITE UNE G GAS LINE IIIIIIIIIIIIIIIF SIGN T UNDERGROUND TELEPHONE UNE Salem, New Hampshire 03079 OBSERVATION WELL ucE UNDERGROUND ELECTRIC GRAPHIC SCALE ! (603) 893-0720 AND TELEPHONE - ENGINEERS • PLANNERS • SURVEYORS TEST PIT WETLAND UNE 20 ° t0 2Q '° OWNER OF RECORD: MHF Design Consultants, Inc. www.mhfdosign.com TsTEST BORING h°9SPOT ELEVATION CAFUA REALTY TRUST LX, LLC SCALE: 1"= 20' DATE: OCTOBER 19, 2012 DRAWING N0. x 1018 OSGOOD STREET 3053SP.DWG C PERCOLATION TEST - -190- CONTOUR ELEVATION ( ER FEET ) NORTH ANDOVER, MA 01845 DRAWN BY: CHECKED BY: PROJECT N0. SHEET N0. � � TREELINE 1 inch = 20 ft BOOK 12798 PAGE 258 CCC MSG 305311 2 TABLE OF ZONING REGULATIONS - NORTH ANDOVER, MA SIGN LEGEND ZONE: B-2 BUSINESS 2 DISTRICT '25 / M.U.T.C.D. SI�BOL 1PIDTH HEIGHT DESCRIPTION REQUIRED PROVIDED MINIMUM LOT AREA Sq. Ft. 25,000 SF 28,127 SF MINIMUM LOT FRONTAGE 125' 149.53' 495 G� N RI-1 30" 30" D MINIMUM FRONT YARD SETBACK 25' 28' �Y MINIMUM REAR YARD SETBACK 30' 86' MINIMUM SIDE YARD SETBACK 25 37' ��' F MAP 75 LOT 1-B _ PARKING SPACE DIMENSIONS 9'x18 9'x18' R.F. CON AIRPORT /F CITY OF LAWRENCE / DO NOT MINIMUM NUMBER PARKING SPACES gESTAURANT TOTAL - 19 SPACES* AIRPORT 12 SPACES PER 1,000 SF COMMISSION / R5-1 30.► 30" 1 = 2,250 SF x 12/1,000 = 27 SPACES 492 SUTTON STREET �� BUILDING GROSS FLOOR AREA - - 2,250 SF ORTH ANDOVER, MA 01845 / MAXIMUM LOT COVERAGE 35% 8% CLL RK GREAT POND ROAD MAXIMUM FLOOR AREA RATIO 0.75:1 0.08:1 ST. LAKE 133 / MAXIMUM BUILDING HEIGHT 35' 25'-6" COCHICHEWICK MAP 35 LOT 19 * A SPECIAL PERMIT FOR REDUCTION IN PARKING SHALL BE SUBMITTED FOR APPROVAL U) .30'38- / FOR A REDUCTION OF 8 SPACES WHICH CONSTITUTES A REDUCTION OF 30% WHERE A 0 28,127 Sq.Ft. 0-12MAXIMUM OF 35% IS ALLOWED. o FF 0.646 Ac.f R=658.09' i N68'09'49"E cHAo. o `• L=143.70' / 0REAR BLDG/ 5.95' SETBACK � IRO ' PPE SITE PROP. 12'x20' CONCRETE PAD Oto N ; WITH CONCRETE WALL AND ...,� . .�•. w _ . �. __ - - � . .. �: EXIT ENCLOSURE (TYP.) `:, r.. ...r�■:. - ..: . .,+�, air- FENCE . 44 SEE DETAIL SHEET N0. 7 � ta_ ——— ZO E - ON SNOW�' STORAGE .4 C - -- - - -._._ - E-- N USMLgL 1 *SOFFIT ,Z • SENTRY" HEIGHT sINESS ".Fs. LIMITATION BAR E yGS BU 2. F L,, l;Ft r LOCUS PLAN - ' 45'R �, 25 RBpp10E x:0� ? f S I N o \ _t315N ! c NOT TO SCALE 00 9 28•R t, wm y NOTES PROP. 10x20 ° PREVIEW CONCRETE PADS I 28 R BOARD 0 BURR ZONE \ 5�v� '} 5° 6 / 1) TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN IS FROM AN ' ACTUAL SURVEY PREPARED BY MHF DESIGN CONSULTANTS, INC. IN OCTOBER 2011. MAP 35 LOT 29 PROP. 60 LF 45'R z ( PROP• 2'R J r' �'=' / / 2) ZONING FOR THE PROJECT SITE IS BUSINESS-2 DISTRICT AND LANDSCAPE WALL ] ( "DRIVE-11iRU" M €` j, N/F TIAM REALTY LLC WATERSHED PROTECTION DISTRICT AS DEPICTED ON THE ZONING MAP SEE DETAIL SHEET ti:' ° °d a. SIGN ` 4 �_< .y/ / 7 RIDGE HILL WAY FOR THE TOWN OF NORTH ANDOVER. PROP. — . No. 10 d ,' PROP. BITUMINOUS ANDOVER, MA 01810 s` BOARD I ® oo \ f $j CONCRETE PAVEMENT / 3) ZONING RESTRICTIONS FOR THE PROPERTY ARE AS FOLLOWS: fes` _(TYP) SEE DETAIL FRONT SETBACK 25 FEET I "EMPLOYEE \ ,` SHEET NO. 7 SIDE SETBACK 25 FEET PARKING" SIGN �+ REAR SETBACK 30 FEET MAP 74 LOT 6-1/6-4 p I a► ACCESSIBLE RAMP ) -----'M-__ FRONTAGE 125 FEET N/F LANDERS FAMILY TRUST �� PROPOSED ;f-- EE oEraL sH No 7 �� ���_- 40 COURT STREET v DONUT SHOP MAX BUILDING HEIGHT 35 FEET MIN LOT AREA 25,000 SF 50'R f NORTH ANDOVER, MA 01845 ;' r I WITH DRIVE-THRU ACCESSIBLE SIGNAGE 5'RI -� s 4) THE PROPERTY IS SUBJECT TO THE SETBACK REQUIREMENTS OF THE 2250 SF GFA E WATERSHED PROTECTION DISTRICT AS DEFINED IN SECTION 4,136 OF °z MP) SEE DETAIL I THE NORTH ANDOVER ZONING REGULATIONS. MAP 74 LOT 6-2 15.s' 1 10' SHEET N0. 7 N F DENNIS DRINKWATER "j. 4 ` / - d PROPOSED 13 OLD SALEM PATH I I ( 5) THE PROPOSED BUILDING AREA IS 2,250 SF. 5.5 18' 25' 118 8' 100 LF,,RETAINING WALL MAGNOLIA, MA 01930 I_ DETAIL SHEET NO 6) PARKING FOR THE SITE IS SHOWN IN THE TABLE OF ZONING -I _ ( PROP. 15' -`' / REGULATIONS. MAP 74 LOT 6-3 I I I RETAINING WALL I _ LANDERS BUILDING CONDOMINIMUM - I I I - Q '~ 7) ACCESIBLE SPACES FOR THE SITE CONFORM TO THE REQUIREMENTS OF - PROP. 10 x20 I ` BITUMINOUS "CAPE / THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD AND THE U.S. 40 COURT STREET - `"' CONCRETE PAD I \ I 8 COD". BERM (TYP) DEPARTMENT OF JUSTICE ADA STANDARDS FOR ACCESIBLE DESIGN. w NORTH ANDOVER, MA 01845 I I I I 1 Sff DETAIL SHEET , I 5' WIDE MONOLITHIC I I "`N0. 7 ACCESIBLE PARKING SPACES REQUIRED = 2 SPACES PROP. DRIVE, WALK/CURB (TYP) SEE I w I ACCESIBLE PARKING SPACES PROVIDED = 2 SPACES WINDOW I I I o ) A SEWER. d DETAIL SHEET N0. 7 THE SITE WILL BE SERVICED BY MUNICIPAL WATER AND I i 9) THE PROPERTY IS NOT LOCATED WITHIN THE 100 YEAR FL0OD PLAIN AS o I � I •� DEPICTED ON THE TOWN OF NORTH ANDOVER FLOOD INSURANCE RATE � I �,._.. . I 'ate�`-'"d\i-� �} \� i� d '• \ i` 3 ! '• a e 13 til MAP, COMMUNITY PANEL NO. 250098 0005C, PANEL 5 OF 15, MAP PROPOSED z I I ' REVISED: JUNE 2, 1993. z Ia 19 LF RETAINING_WALL1 4 25' SIDE B=- -01 e Z e SETBACKwr..._.. _. I I 10) FOR SITE DETAILS, SEE SHEET 7. PROPOSED GAI kAGII a ,. h , 325 NO DISCHARGE ZONE 20 LF RETAINING WALL- ` SEE NOTE 13 11) FOR WATER & SEWER DETAILS SEE SHEET 10. SEE SHEET NO. 10 ( I ' f I � ��( yR 5'R 12) THE PROPOSED BUILDING SHALL HAVE A FIRE SPRINKLER AND ALARM / R5-1 T 1 SYSTEM INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE I 4 20• R5(1 ( p \ 4 f NORTH ANDOVER FIRE DEPT. PROP. 25 x30' OUTDOOR ( SNOW STORAGE SEALING AREA I ( SNOW 13) THE PROPERTY IS SUBJECT TO THE FOLLOWING ZONES AS DEPICTED I ( J (PERVIOUS PAVERS) �\ /> E I STORAGE I IN THE WATERSHED PROTECTIONS DISTRICT. :v I I 20 —_——i ~; ' I WATERSHED PROTECTION N 25' SIDE BLDG. I Z `— J DISTRICT ZONE DISTANCE PROP. SETBACK — I �P 1. GENERAL ZONE 400' DIRECTIONAL,! '' 2. NON-DISCHARGE ZONE 325' LAKE & WETLAND RESOURCE AREA SIGN i 3. NON-DISTURBANCE ZONE 250 LAKE & 100 WETLAND RESOURCE AREA - ONAL " DISTRICT AS SIGNS ' ALTHOUGH THE PROPERTY IS LOCATED IN THE WATERSHED PROTECTION - _ DEPICTED ON THE ZONING MAP FOR THE TOWN OF NORTH ANDOVER, THE w.. Ri,-1 =R5_1 15'R 30'R r� APPLICANT WILL BE REQUESTING A DETERMINATION FROM THE PLANNING BOARD R5'-1 , 15'R %/ THAT A WATERSHED SPECIAL PERMIT WILL NOT BE REQUIRED IN ACCORDANCE WITH r' 30 R SECTION 4.136 WATERSHED PROTECTION DISTRICT, SUBSECTION 2, BOUNDARIES AND ZONMILS OF EXISTING CURB I PARAGRAPH C. PROP. PYLON SIGN. SEE ,,t MATCH EXISTING ES, P END CURB AT EDGE REMOVAL (IYP.) ARCHITECTURAL,.PLANS . Ep_ ¢a,, PROP. SLOPED CURB (IYPJ _ _- H ___y `- OF PAVEMENT A=08*23'S9" ___._::_F___._. ___ _„_.y GRANITE CURB (lYP) '._ 14) THE PROPOSED DRIVEWAYS SHALL BE CONSTRUCTED ACCORDING TO SEE DETAIL SHEET..--w.__. MASSACHUSETTS DEPARTMENT OF TRANSPORTATION (MADOT) STANDARDS Y R=1,020.00 LIMITS OF EXISTING CURB N0. 7 �"-"�'""` �` AND THE REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD (AAB). L=149.53 REMOVAL (TYP) 15) DELIVERIES & REFUSE REMOVAL SHALL OCCUR PRIOR TO STORE OSGOOD STREET �. OPENING OR SHALL OCCUR AT OFF PEAK HOURS. mm�� BASEUNE - _- 1961 ALTERATION (PUBLIC VARIABLE WIDTH R.O.W.) MASS HIGHWAY LAYOUT NO. §078__.___ S DOT BASELINE ------- LAYOUT - _. . LAYOUT NUMBER 5078 i ro 4 T.T S ,i .._.....-...._.._ i +� _..rte r_w : CERTIFICATIONS: m._ d Fry � 3 9S{f �" � 31�}.�_b `� 1) I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH g��` "�. ��= -'' �` ' . - _ THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS OF THE w _ w.- � --Y � COMMON MASSACHUSETTS. c i• r xf a »... ..F b y 1` ,max 7 f f WEALTH OF ti w �. %,= Mir 0 ,tK OF 777, 70 MAP 35 LOT 50 , CHRISIDPHER CH LLC N/F OSGOOD PROPERTIES, `_' ■ f ; � f=- v ARAN ER x _ 865 TURNPIKE STREET { a NORTH ANDOVER, MA 01845 I 3 P LOT 20 ® � , A -'' 0 1 REVISE PLANS PER COMMENTS MSG 12/7/12 z M 35 i I 1 N0. DESCRIPTION BY DATE --- f. I CHRISTOPHER FRANCHER, P.L.S. DATE f � � I REVISIONS THIS IS TO CERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED FOR REGISTRY USE ■ FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. SITE DEVELOPMENT PLAN ASSESSORS MAP 35 LOT 19 DATE: 1018 OSGOOD STREET NORTH ANDOVER, MA OCG SAFF PREPARED FOR: TOWN CLERK: JFJ HOLDINGS, LLC APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD 751 MAIN STREET, SUITE B P.O. BOX N SANFORD, ME 04073 44 Stiles Road, Suite One u DATE s = . Salem, New Hampshire 03079 GRAPHIC SCALE �' = - =- — — (603) 893-0720 A=00 zo o +0 20 �o eo ENGINEERS * PLANNERS • SURVEYORS DIG SAFE FILED MHF Design Consultants, Inc. www.mhfdosign.com MO. 1-888 NDIGSAFE SCALE: 1"= 20' DATE: OCTOBER 19, 2012 DRAWING NY 1-800-962-7962 3053SP.DWG IN ) CT 1-800-922-4455 DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. 1 inch = 20 f1~ HEARING CCC MSG 305311 3 DRAINAGE PIPE SCHEDULE MAP 75 LOT 1-B FROM: T0: 2 �a �/A CITY OF LAWRENCE / �� STRUCTURE PIPE TYPE OF APPROX•PIPE SLOPE STRUCTURE �{v \ G1-5:4IRPORT COMMISSION � NUMBER SIZE PIPE LENGTH OF PIPE NUMBER \ 492 SUTTON STREET z (inches) feet (ft./ft.) 495 ORTH ANDOVER, MA 01845 CB-1 12 HDPE 62 0.005 DMH-1 6� N CB-2 12 HDPE 8 0.006 DMH-1 � o ��Q- / CB-3 12 HDPE 30 0.005 DMH-1 DMH-1 6 PVC 20 0.005 O SEP-1 R.F. CONO MAP 35 LOT 19 -e DMH-1 12 HOPE 37 0.017 UG INF.SYS-1 AIRPORT �=12.30'3$" / �/ UG INF. SYS-1 15 HDPE 10 0.000 OCS-1 \ 28,127 Sq.Ft. _ ± / ocS-t 15 HDPE 15 0.017 HW-1 _ 0.646 Ac.f BOW=147.5E R=658.09 // N68'09 49 E 0 SEP-1 6 PVC 11 0.005 UG INF.SYS-1 '� L=143.70 / 5.95' _ ± = ± CB-6 12 HDPE 9 0.011 DMH-2A OLD BOW=147.5± BOW=147.0± CB-7 12 HDPE 21 0.005 DMH-2A CLARK GREAT POND ROAD _ 13 D _ _ ST. LAKE ,.t ICHEWICK v,�,,_,- r r - � �; � -�-'-� � DMH-2A 12 HDPE 13 0.130 UG INF. SYS-2 j \ W N �.�-.._ LOCH .- - .-=_`. . NE LINE' _ �� OWS-2 6 PVC 11 0.005 UG INF. SYS-2 O �... ws's '` ti 1 �� ' �� . .;,:_ I,an z Z NES -4 12 HDPE 26 0.005 DMH-2 0 IND DTA r oB . 10 .. - _.' _/1/1 `� _ . . 12 HDPE 12 0.013 DMH-2 0 \y,' 1 '% * I e 3_"_`____ 8-,'Z - ' �• DMH-2 6 PVC 33 0.005 O SEP-2 � CHAD N , _ h T WICK _. Tow=la7.o ,�E ZONE- o ST. i BIlSINE'SS 5�` m • • oW=145.0± �� <:�` p 149.00 W v,, 6 DMH-2 12 HDPE 28 0.020 UG INF. SYS-2 UG INF.SYS-2 15 HDPE 8 0.031 UG OET.SYS-t SITE i 147.50 14 ' l' IL W Y �'+.a 0M IL"O�� .^n\,+f F 0�1 ) 3 I �y/� UG DET.SYS-t 24 HDPE 10 0.000 OCS-2 n ' ��^ \ \ � 1515t1RCE� ' ° ��`�� sY =' yP, i $ OCS-2 12 HDPE 17 0.029 DMH-3 44 N 148.50 r7 Np, �F r ° ' I I � DRAINAGE STRUCTURES P. t 4y.00 \} I: = F4..�_ ij CB-1 DMH-2 PROP. U ERGROUND 25 RIM=145.90 RIM=142.00 ti\ ' BOW=147 5± , F ��� ` t , ' -' INFILTRATION SYSTEM-1 (UG INF.SYS-1) VIV _ INV1�1 .OUT=142.70 INV.IN=137.46 (CB-4) _ ± - �' c q I i ER ZONE CB-3 1 / g gJ��A N ` � INV.IN=137.46 (CB-5) (7)-15" 0 PERF. HDPE PIPES °'S'�S BOW=147 O± gV 1 ;�� / CB-2 INV.OUT=137.46 (6" LOW FLOW) 40 LF/ROW ® S=0.000 FT/FT LOCUS PLAN t O,�I 3 �, r- / RIM=145.90 INV,OUT=137.56 (12" OVERFLOW) BOT. STONE-141.67 S�F� NOT TO SCALE <: °.' o 1� O N t / INV.OUT=142.44 INV. PIPES-142.00 746.ri0 a 14730 0 {< _` � , � / INV.'S IN=142.00 MAP 35 LOT 29 DMH-2A 1'6•� CB 2 ,FSS-1 dt OUTLET APR*/ / CB-3 RIM=143.37 INV. OUT=142.20 (15'� BOW=146.9± , CB-1 1�g80, � , /_ N�� F TIAM REALTY LLC RIM=145.90 DETAILS ' e '' Nr"" INV.OUT=142.52 INV.IN=138.64 (CB-6) (SEE SHEET) NOTES. - ;, - a c.o . D�IH-1 / _ ± 7 RIDGE HILL WAY = (CB w7) PRI��. 60 LF :' ,? • • \ r BOW=144A± /ANDOVER, MA 01810 _ INv.ouT 138.64 (6 LOW FLOW) PROP. UNDERGROUND 1) ALL SITE DRAINAGE PIPE SHALL BE CORRUGATED HIGH-DENSITY POLYETHYLENE PIPE WITH LANDSCAPE WALL ' " ,gi ° ® �'_' / R M 141.00 INV.OUT=138.74 (12" OVERFLOW) INFILTRATION SYSTEM-2 (UG INF.SYS-2.) STANDARD JOINTS, DUAL-WALL, SMOOTH INTERIOR AS MANUFACTURED BY AOS, INC.. OR C -I p,S D.S.. ' yr : , " APPROVED EQUAL, UNLESS OTHERWISE NOTED ON PLAN. I'l 7 15 0 PERF. HDPE PIPES ,,,' yy: INV.OUT=137.58 O- _ BOWp43.0± - DMH-3 40 LF/ROW S=0.000 FT/FT u7.t6 1 \ ' � � CB-5 RIM=142.00 BOT. STONE=136.67 2) ALL ROOF DRAIN PIPE SHALL BE 6" PVC(SDR-35), EXCEPT WITHIN 10 FEET OF A BUILDING �'`' `'y , "- FOUNDATION WHERE CAST IRON PIPE SHALL BE USED. MAP 74 LOT 6-1/6-4 = ± o .-1 !, pCs-1 `, _ RIM=141.00 INV.IN=135.5± INV. PIPES=137.00 BOW=146.4± A ,' , N/F LANDERS FAMILY TRUST PROPOSED ofh: ' � 146.24 1 PF " � hJI }° j -`--- ---� _-__. INV.OUT=137.60 (SEE NOTE) INV.IN=137.00 (DMH-2A, 0/W SEP-2, DMH-2) 3 ALL SANITARY SEWER PIPE SHALL BE PVC (SDR-35). UNLESS OTHERWISE NOTED. 40 COURT STREET DONUT SHOP -� , '„ INv.ouT=137.25 (12'� ) "�� - £ " CB-6 2,500 GAL. OIL/WATER SEPARATOR-1 (SEE DETAIL SHEET) 4 ALL WATER PIPE SHALL BE COPPER, UNLESS OTHERWISE NOTED. NORTH ANDOVER, MA 01845 WITH DRIVE-THRU <• 146.90 ,� r '=- 3 -"" r ROP. UNDERGROUND-1 RIM=142.74 RIM=145.00 ) 7 1, 2250 SF GFA ° �' INFILTRATION SYSTEM INV.OUT=138.74 INV.IN=142.21 PROP. UNDERGROUND MAP 74 LOT 6-2 \r 1 r'£ , SEE DETAIL SHEET N0. 8 ) 5) ELEVATIONS ARE BASED ON NGVD 1929 DATUM. ; INV.OUT-141.96 NT N SYSTEM DET.SYS- I 11A \ ® � '"I :.,y CB-7 2410 SOLID HOPEPIPESN F DENNIS DRINKWATER ,, .,,,�, . -. a46. 146 : : - I ; (SETE / r , 146.50 _ 815 i` -"' RIM=142.74 2,500 GAL. OIL/WATER SEPARATOR-2 80 LF/ROW S=0.000 FT/FT 6) ALL PROPOSED ELEVATIONS AS SHOWN ARE BOTTOM OF CURB ELEVATIONS, UNLESS 13 OLD SALEM PATH % 0 l n ' INv.ouT=13s.74 OTHERWISE NOTED. Ilir' _ " f` ? � I k RIM=145.00 INV. PIPES=136.00 FF=14.7.16 I` INV.IN=137.30 (DMH-2) INV.'S IN=137.00 (UG INF.SYS-2) _ 1; _- " t MAGNOLIA, MA 01930 , C, O Q a r ,r ,j I DMH-1 7) ANY UTILITY FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LOCAL AUTHORITIES AND -TOW=144.0± INV.IN=137.30 (DMH-2A) IW.OUT=136.00 (24') '' ;, ~,.- # RIM=145.95 THE DEVELOPER PRIOR TO INSTALLATION. MAP 74 LOT 6-3 W _ t- +'�_ M t '� I ii, s ' 4 = BOW=143.0± INV.QUT=137.05 (SEE DETAIL SHEET) I C a Fa ,. ;- F INV.IN=142.39 (CB-1) "` � 146.46 - ,. - - 147.16 .I I " :; . ~ INV.IN=142.39 (CB-2) �g_1 8) THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR IS LANDERS BUILDING CONDOMINIMUM "" _ _ ( ) TO VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION. THE CONTRACTOR IS TO NOTIFY THE I'll -' '` '� I ;t PROP. 2,500 GAL OIL/WATER INV.IN=142.39 (CB-3) INV.-142.10 OUTLET CONTROL STRUCTURE-1 OCS-1 4O COURT STREET - PROP. UNDERGROUND c ti-A - 3 r , 3 , / RIM=145.50 DESIGN ENGINEER OF ANY DISCREPANCIES. CONSTRUCTION SHALL COMMENCE BEGINNING DETENTION SYSTEM, 1 `'', :I (."``'SEPARATOR1 s INV.OUT=142.39 (6 LOW FLOW) INV.IN=142.00 AT THE LOWEST INVERT POINT OF CONNECTION AND PROGRESS UP GRADIENT. NORTH ANDOVER, MA 01845 4 RISERS TOTAL 14670 f- E SEE DETAIL SHEET NO. 8 , INV.QUT=142.64 (12" OVERFLOW) INV.OUT=142.20 ( ) 6 CLEANOUTS T6TAL o 112-3 144 50 ' I PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND INSTALLATIONS E ( -, { =r 1 1 ROP RISER}�(TYP.) _ / (SEE DETAIL SHEET) SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. SEE DETAIL SHEET NO 8710 -j 146.66 147.16 , I --h TOTAL }- �4 4) = '. y ;� 1 . K' OUTLET CONTROL STRUCTURE-2 (OCS-2) " ' LL CONFORM TO MUNICIPAL DPW AND ALL APPLICABLE STATE AND 148 5iD 145.83 _ - e < h" r i q IM=143 50J 9) FEDERAL STANDARDS 1 w ._ o a e � NV IN 36 00 4 _- .. , _ r �� " ,. L-JS :, ,." \ _fes .. .,..�._b."_...: .11 SPO a ti r � INV.OUT=136.00 (12'� 10) THE CONTRACTOR SHALL CALL AND COORDINATE WITH DIG-SAFE (1-888-344-7233) r C. r 144.08 SEE DETAIL SHEET �) lj a „ ( ( ) PRIOR TO COMMENCING ANY EXCAVATION. Y I a r i • -1 'vry' ROP. LEANOUT .)/. r �� 4 3 14 .0 r° rna 1Q`TT�I. ' 41 1. �`�-•--•� 143.50 Vis. " WORKS SPECIFICATIONS r d S' � ` _ ` r ----A Tm 1 CONSTRUCTION SHALL CONFORM TO DEPARTMENT OF PUBLIC 143 t) ALL WATER AND SEWER PROP. UNDE GROUND m s y, 1. / < INFlLTRATfON'SYSTEM-2 , ' I'' f �' 325c0 0 NO DISCHARGE ZONE 1 ) AND r r ( 14 75 142'75 SEE NOTE 13 2 ALL ELECTRIC, TELEPHONE AND CABLE TV LINES ARE TO BE UNDERGROUND 4 RISERS';TOTAL ,, r , • � ," ,1 INSTALLED IN CONFORMANCE WITH APPLICABLE UTILITY CO. SPECIFICATIONS. 30 CLEANi 'QUTS TOTAL r � � v z� / � ;_, 13) THIS SITE WILL NOT REQUIRE A USEPA NPDES PERMIT FOR STORMWATER DISCHARGE FOR SEE DETAIL SHEET NO. 8 a m f - i E THE DISTURBANCE DOES NOT EXCEED ONE ACRE ( CTUAL THE SITE CONSTRUCTION SINCE A s 11y E i DISTURBANCE 3 00 S _ - - - „ - E _ d IAA 145.00 k vi 11 j Ir w_ .;, -_ 11 ��. ®. - 1 , ,z~ \, que -- 14 50 DMH-2 Y I 1_ ` ;' t , R - 14) THEWATER _`, - _ r v.., „- .�,: ; fi. ..'=fa _ `` __1 f' _ ` PRESSURE ATT SERVICE. THE CONTRACTOR IS�TO VERIFY F PRESSURE VALVE IS N 0 '/ REQUIRED. .z:" / f_+ f Q M fa, II's 1 cat u , -- 11 5 :s N vt f__... \ . , ;ts � F i ..9• _ Z 0 -" ___L_- - _.n 1 SERVICE SHALL BE DISCONNECTED AS DIRECTED BY y_, m r - - CB-5 ., ,,, q r 5 r y 0 ". /� -- CB-6 UTILITY COMPANY AND LOCAL DPW. 14 I `. - % __: >:, CB 4 -_ - _-- ,; 140.54 f ., .�. iz. 1 00' 6) ALL WORK WITHIN THE 1 WETLAND BUFFER ZONE SHALL BE PERFORMED IN 144 -__, ,, ACCORDANCE THE ORDER OF CONDITIONS AS ISSUED BY THE MUNICIPAL CONSERVATION -- r. 4 ,.3. f .. t, r-i i ,... a...• i1 t` �'� wAl, COMMISSION AND D.E.P. __ _ _ - - _ 01U ND,. .. w _ �,_ u _ ._ : t ,.< 4 . _.� ,,, .., .� . x,=.� ~ 11, "� . ��, _. - _ __.___ R -- A N OP AN % CROSS _._._ _; - _ __. 11-i i 1 ) """� -��- �� �� -.�, - 7 SLOP RAMPSCANNOTEXCEED 833% RUNNING SLOPE UAND 2% CROSS SLOPE AND HC - ;:. .__ _.._� __ _ - 11 w v,� ,_��. .�m :, _ �.._ �'" _;__4/-t: �` """� � / ,`i' PARKING STALLS AND ACCESS AISLES CANNOT EXCEED 2% SLOPE IN ANY DIRECTION. CROP. 2,500 GAL. OIL/WATER ,' i_ ;r.._.._._ ,�� y _ = --" �,.<_ l r,.;, s ^ s , �� ,, PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. ., SEPARATOR2 .11 <, _.-. _ r._-. - �_, _ _~, . _ _. .. ,z � SEE--flETAII-SHEET NO:`8 �` M I'll I .. .... _ _.,w.,_ ,i :_~ - -- " �_ __ 1 D LONG TERM POLLUTION PREVENTION �.._ _ _ ___------ .- 8 REFER TO THE OPERATION & MAINTENANCE PLAN AN _.. . . _. s- __ - s 0=08 23 59 __ _ r. __.__. �- -w- _ _ PLAN FOR STORMWATER MANAGEMENT MAINTENANCE. _-_ w ,,� ' - 11 v . IXISTlNG GRADE AT XISTING ,GRi11DE AT �' �t :f , RNEWAY 14190 -_ _ _ DRNEWAY - 140 44- -d ��_ _ ,0 - �� f v a:._ d,_ ____. . -� D ±R 1 20 00' ± ' _ /,'. y F 1- L 149 53 "_ ENTY DAYS S TO CERTIFY THAT I ` f r. r,.-, �` FROM I DATE OF DECISION FIILED WITHOUT FILING AOF AN APPEAL. v OSGOOD ST ESTlocc, VE ELAPSED �__� jun;, -� f=, / BASELINE �-�- a'3 b I 11 I- 1961 ALTERATION ; (PUBLIC-VARIABLE WIDTH R.O.W.) - // MASS HIGHWAY ;. / , f f, DAT ' LAYOUT NO. 5078 t ��~ w,,�� , .h`- ��., -.a�..�_.__.,... ®� t .k PROPOSED DMH-3 __ .-LL-• _ �- --'m _" CONTRACTOR TO FIELD VERIFY LOCATION & �_•_ w" ;` s, i !Gr - w w- N . APPROXIMATE...- - LL- u INVERT OF IXISTING DRAIN U E - z_.---. _�_ e ..._, u._ .�__ _ . s___". - _T VERT ® ROAD = 135.5± s" - r _ ___ ..,;_._.. N vW_ TOWN CLERK: , - w.w 1 FFICE IF ANY DISCREPENCIES l " �,, - y: , ,� _, (NOTIFY THS 0 p - - - .__ "� APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD r _ M _._� _ _ _ �� 04 , _._ � -'. _ ___ ,<. r , _, ,. _ ;` __u_ �._.w.. >. _ _._ _ f -1 I - __ 00 _-. __ 4 ::.. _ 1. - __ �bl _. w. -' , r - - _ __ _ _. - - _, _ - r. .. _ __ -- __ .." _P� _ 'Ll A I DTE _ _. . _ _ �._ .. nk tx" t_, "-, - r _. _. _ VV , A; ,, 1 _ - -_-_ ` .4 _. ' 1 _ MAP 35 LOT 50 y ' _ ` 1 3� �� , _ ,, �y _.r,_ , _ � i ,• ,: ._. t N/F OSGOOD PROPERTIES, LLC . r~ ,` - �_._._ ,-,.'' FILED �� ,. FIiiiiiiiiiii __ `, : , : s,.. I ;� LI - : 865 TURNPIKE STREET p, 1 ,. ,. t �,-,w _. P L 20 -- NORTH ANDOVER MA 01845 ;_ ,,,� ,t.. ;,�, , . _,. �_ t' A 335 ,' f �. , . 1, , _ I I M , f 11 i 7 OT , � r ■ if HEARINGI ; _.._., :r 1l ■ �� -� i 1 1 % } 3 i _11 �� M . :3 � 6 l ..___ `. �'' ■ - li LEGEND +� tt 'L 1 REVISE PLANS PER COMMENTS MSG 12/7/12 NO. DESCRIPTION BY DATE `� UTILITY POLE - • ` - OVE HEAD SERVICE WIRES REVISIONS - I O DRAIN MANHOLE °Sri DO L SOLID YELLOW UNE _ FOR REGISTRY USE OO SEWER MANHOLE SS"L SINGLE SOLID WHITE LINE GRADING & DRAINAGE PLAN �') 8 TELEPHONE MANHOLE SIGN ASSESSORS MAP 35 LOT 19 ❑ CATCH BASIN � OBSERVATION WELL 1018 OSGOOD STREET 11D, w WATER LINry E TREELINE NORTH ANDOVER, MA G S q FF * WATER VALVE w�. '`__` CONTOUR ELEVATION PREPARED FOR: JFJ HOLDINGS, LLC CERTIFICATIONS: � FIRE HYDRANT ° GAS UNE 751 MAIN STREET, SUITE B GAS VALVE MEET EXISTING GRADE P.O. ME 04073 1) I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN � DQ SANFORD, CONFORMANCE WITH THE RULES AND REGULATIONS OF THE � PROP. SPOT ELEVATION REGISTER OF DEEDS OF THE COMMONWEALTH OF C.O. PROP. CLEANOUT 44 Stiles Road, Suite One MASSACHUSETTS. CB-1 ■ PROP. CATCH BASIN PROP. CONTOUR ELEVATION ® .a ® Salem, New Hampshire 03079 GRAPHIC SCALE u _ _ != . ® (603) 893-0720 8 8 PROP. SILT FENCE 0 1c Fs DMH-1 • PROP. DRAIN MANHOLE = ENGINEERS • PLANNERS • SURVEYORS SMH-1 PROP. SEWER MANHOLE T.W. TOP OF WALL ELEV. MHF Design Consultants, Inc. www.mhfdosign.com PLANT UP' DRAWING NO. DIG SAFE B.W. BOTTOM OF WALL ELEV. SCALE: 1"= 20 DATE: OCTOBER 19, 2012­ - III �%� i�=E= 3053SP.DWG MA-ME-NH-RI-VT 1-888-DIGSAFE DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. 11- ( IN "M ) PROP. GATE VALVE NY 1-800-962-7962 CHRISTOPHER FRANCHER, P.L.S. DATE 1 inch = 20 ft. CT 1-800-922-4455 CCC MSG 1 305311 4 2s Pq0 No / 495 �G,� N F MAP 75 LOT 1-B _ R.F. CON /F CITY OF LAWRENCE , �" AIRPORT AIRPORT COMMISSION 492 SUTTON STREET ORTH ANDOVER, MA 01845 PROP. SILT FENCE AND OLD GREAT POND ROAD HAYBALE BARRIER (TYP.) CLARK LAKE 133 / SEE DETAIL SHEET NO. 7 MAP 35 LOT 19COCHICHEWICK t�A 28,127 Sq.Ft. A-12.301 0 0.646 Ac.f R=658.09' / /� N68'09'49"E cHADwICK c L=143.70', 5 .95' - , PIPE SITE FOUND SKIT � v` r ZONE44 - - - LINL�' I— 3 - - 2 ZONE—IND_ IIS ZRJAL /� - , „ \,i 1 ✓ , "x`' r Prn moi:"""'-- 'v' e� - - �' �X 1 T� �" 6iON - �- Air 25 4 Ss low 'r , .a .d USIN ' cyGS E j aso LOCUS PLAN OPERATIONS MAINTENANCE PLAN FOR fMN '�� �� � STORMWATER SYSTEM NOT To SCALE R 1Do No'{ j { t ` CONSTRUCTION PHASE: THE BMP'S ASSOCIATED WITH THIS PROJECT WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER, WHO WILL BE RESPONSIBLE FOR INSPECTION, OPERATION AND 148 { MAINTENANCE. ` dZONE CB-3 J�� N ,till F} THE CONTRACTOR IS TO INSTALL AND MAINTAIN DRAINAGE FACILITIES AS SHOWN ON THE SITE PLANS BY MHF DESIGN CONSULTANTS, INC. 1 MAP 35 LOT 29 "B-21\ ,FFS-1 do OUTLET AP�p� 2) PRIOR TO CONSTRUCTION, ALL EROSION/SILT CONTROL DEVICES SHOWN ON ABOVE A' T I 1 £, �_1 O=L - NSF TIAM REALTY LLC / PLAN ARE TO BE INSTAUFD. TO PREVENT SILT INTRUSION INTO SURROUNDING cAREAS DURING CONSTRUCTION, THE CONTRACTOR IS TO SET SILT FENCING AT ALL DM \ f � / 7 RIDGE HILL WAY SLOPES WHICH MAY ERODE IN THE DIRECTION OF ANY OPEN DRAINAGE FACILITIES q`i ANDOVER, MA 01810 OR ABUTTING PROPERTY. SUCH PREVENTIVE MEASURES ARE TO BE MAINTAINED ' $ D.S ° THROUGHOUT THE CONSTRUCTION PROCESS. CATCH BASINS IN OSGOOD STREET ca, D. . ' 'k WITH THE AREA OF THE PROPOSED SEWER CONSTRUCTION SHALL HAVE SILTSACKS INSTALLED DURING CONSTRUCTION. PROP. TEMPORARY ;' •I `f. , ;` Asx t MAP 74 LOT 6-1/6-4 R c \ ? 3) ALL CONSTRUCTION OF DRAINAGE FACILITIES IS TO BE INSPECTED BY INSPECTORS STOCK PILE AREA TO F si o {� OCS-1 Y y'yj z > , 1 FROM THE TOWN OF NORTH ANDOVER AND BY AN AUTHORIZED AGENT TO VERIFY N/F IANDERS FAMILY TRUST BE SURROUNDED BY PROPOSED CONFORMANCE TO THE DESIGN PLAN. 40 COURT STREET SILT FENCEE � DONUT SHOP NORTH ANDOVER, MA 01845 '`4 WITH DRQ-THRU 4) THE SEQUENCE OF DRAINAGE CONSTRUCTION SHALL BE AS FOLLOWS: _ ROP. UNDERGROUND-1 225'50 SF GFA a � � �t � � �' If INFILTRATION SYSTEM a` t I A) CLEAR, GRUB, EXCAVATE AREAS FOR DETENTION do INFILTRATION SYSTEMS. MAP 74 LOT 6-2 I � ( ,. SEE DETAIL SHEET N0. 8 f 1 ',�C '3 .^'i 3 �x € l. 1 i. e. N/F DENNIS DRINKWATER '� pl,�i \ ` a I I k4.1 1� i B) INSTALL CATCH BASINS, PIPES AND MANHOLES. I ��� � 3 . 13 OLD SALEM PATH � ��p A - HP. Bill : I "Ll r I 5) EROSION CONTROLS ARE TO BE INSPECTED AND MAINTAINED ON A DAILY BASIS. MAGNOLIA, MA 01930 ---� I UPON DISCOVERY OF SILTATION BUILD-UP IN ANY CATCH BASIN SUMP OR ANY - �u x -_` x h :Q. O 1 I OTHER STRUCTURE, CLEANING SHALL BE PERFORMED. MAP 74 LOT 6 3 I a _ w. , iw 6 ALL EXPOSED SOILS SHALL BE IMMEDIATELY STABILIZED WITH A LAYER OF MULCH LANDERS BUILDING CONDOMINIMUM € ) HAY. > ___, -' : - - f PROP. 2,500 GAL OIL ATER PROP. UNDERGROUND` h M I YI 40 COURT STREET _ fl \', I-- '``�' � / 7) UPON INSTALLATION OF CATCH BASINS INLET PROTECTION - AS DESCRIBED ON NORTH ANDOVER, MA 01845 DETENTION SYSTEik( 1 w � ,r a ; I SEPARATOR t , 4 RISERS TOTAL N �` ( , I < II SEE DETAIL SHEET NO. 8 AFOREMENTIONED PLAN - SHALL BE INSTALLED AND MAINTAINED UNTIL READY FOR 6 CLEANOUTSTAL 1 a _ r 1` ° PAVING. a' 1 ROP. RISE P. SEE DETAIL S EET fQ 8 ° ° ° I ' :i ) a 11 �µ ',�_ ( - TOTAL ' ;_. . ry . -arm < 8) PRIOR TO CONSTRUCTION OF IMPERVIOUS AREAS, ALL DRAINAGE STRUCTURES AND PROP. INLET PROTEC`TI�N (7YP.) ry y - b -.-•- ` * ! PIPES SHALL BE INSTALLED AND INSPECTED FOR PROPER FUNCTION. DURING r s ° '"f CONSTRUCTION OF OTHER SITE FEATURES, ALL DRAINAGE FACILITIES SHALL BE E DETAIL SHEET NO j 7 ;3/ 4 � ;r� INSPECTED ON A DAILY BASIS AND CLEANED/REPAIRED IMMEDIATELY UPON SPO w _ ` DISCOVERY OF SEDIMENT BUILD-UP OR DAMAGE. „; � � - 2 I E E. a b.'•. a It a ROP. C�.E�1dOUT (TYP.).ry � . � r i ' ` f F \ ; • I 1D 1�0Ti+�L 9) AFTER PAVING IS INSTALLED, R SHALL BE SWEPT CLEAN ON A MONTHLY BASIS. \ - - 10) INSPECTIONS ARE TO BE PERFORMED AND INSPECTION LOGS FILLED OUT ON A _y= _;,� .,, .,; ',��,�; � � �, ..�''� � � � � ,.'�' WEEKLY BASIS FROM THE START OF CONSTRUCTION THROUGH FINAL STABILIZATION. PROP. UNDERGROUND �{'� � I �. � C.. . 325 NO DISCHARGE ZONE INFlLTRATf SYSTEM-2THE START OF CONSTRUCTION MEANS THE INITIAL DISTURBANCE OF SOILS . Q 3 � I° ".••.:• ( ( i s - ' SEE NOTE 13 ASSOCIATED WITH CONSTRUCTION. FINAL STABILIZATION MEANS 70% VEGETATIVE R. ? j 4 RISETOTAL ......... GROWTH FOR UNPAVED AREAS „10 CLEANOUTS TOTAL 00 , 'SEE DETAIL SHEET NO. 8 .. x . , f � 1 - I POST CONSTRUCTION PHASE: q3 fit'' "a ? `_*; / / d ` ,: s, '`' F••'•' i _ THE N THE PROJECT RESPONSIBLE INCLUDING DRAIN PIPES AND DRAINAGEALL DRAINAGE STRUCTURES - ` \ MH 3 ef♦ 2• E a ra" -, ,\;3- _; :a4.__ _ n�''�` �� `� c A \ -2A :J . .•..'•d.••...... Cf^, e w R -- ( DETAIL TION NO.F 7 REGULAR MAINTENANCE IS TO INCLUDE THE FOLLOWING: DMH s. _ as O J tV � 1) INSPECTION OF ALL DRAINAGE FACILITIES (CATCH BASINS AND MANHOLES) EVERY 3 _ v JN THREE MONTHS. DURING THE FIRST YEAR OF OPERATION, ALL DRAINAGE FACILITIES - -- ' / € U_v; `; ,, - ,,,,10, , ,1 ,4.34(E), SHOULD BE INSPECTED AFTER EVERY STORM, AND 2-3 DAYS AFTERWARD. DURING Z ' - r 14 I R„N PIPE-ti � <� CB-6 � THESE INSPECTIONS, THE INSPECTOR AS DESIGNATED BY THE PROPERTY OWNER, OCS-2 ...... u=.:., - j ;' E'" w`' - _,, 4 „ _:-_. _r,_. _~ .,_ t`_._ .__ ._Y_. __. SHALL LOOK FOR EVIDENCE OF THE FOLLOWING: STRUCTURAL DAMAGE SILT - ` t X44 PIP;_ P I' -. ACCUMULATION NEAR INLET INVERTS ON CATCH BASINS), AND IMPROPER FUNCTION. a _ BE FILED WN .....;-�..-.� •` CONSERVATIolb ON COMMISSION FOR COMPLIANCE FOR ONE 1 SUBMITTED TAFTER THE Ew� _ 1 ... ..:'. ISSUANCE OF THE OCCUPANCY PERMIT OR UNTIL DEEM NECESSARY BY THE �. THIS IS TO CERTIFY THAT TWENTY 20 DAYS HAVE ELAPSED TOWN CONSERVATION COMMISSION . ti . FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. ., P�20P. 2,500 GAL 0 ATE 5 _ N iµ _ IL/VH R £ >-• - 2) AFTER INSPECTION, IF ANY OF THE ABOVE CONDITIONS EXIST, THE INSPECTOR ir ,. _ v.___ 7 .. SEPARATOR y y " \ _... SHALL NOTIFY THE DEVELOPER, WHO SHALL IMMEDIATELY ARRANGE FOR ALL SEE-DETAIL SHEEYm __- - EXISTING . ,• u ___, GA NECESSARY REPAIRS AND SEDIMENT REMOVAL _ = _ nt '-i ._ �-08 23 59 DATE: - ) ALL _. - r ,< 3 PARKING AREAS ARE TO BE SWEPT CLEAN EVERY MONTH SPRING THROUGH F vq = >, E .3a, m -° AND OTHERWISE AS NEEDED (LE. VISUALLY NOTICEABLE DEBRIS BUILD-UP). s L=149 53 LL-- r27 TOWN CLERK: � `0 ` - — t v �' =s �' 4) THE CATCH BASINS AND DRAINAGE SYSTEM ARE TO BE INSPECTED EVERY THREE A-.- NV. 3622(A� _ r. ,. \ K: - -. -_ MONTHS. REMOVE OIL, DEBRIS AND SEDIMENT AFTER INSPECTIONS. _.__.. . } �`,i �EUNE OSGOOD STREET — — --- __.= E4,LO(� U s) ALL GRADED SLOPES SHALL BE INSPECTED EVERY SPRING FOR EROSION. UPON APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD L; — /� 1961 ALTERATION (PUBLIC-VARIABLE WIDTH R.O.W.) v �"` — _ �— ` DISCOVERY OF ANY FAILURE (I.E. EROSION) LOAM AND SEED SHALL BE PUT IN MASS i _t i.'=... `{�` f± T ,cud r _� . } LAYOUT NO 5078 — - PLACE AND NURTURED _ ___._a__-- 1 ) NG DATE - PROPOSED DMH-3 5_ _ w 3 P __.w� .em.,,.e�. - ,'F 8a --'-`��� � ,,..--� = _`'` SU CIONTROLLED�WINTER RTHE EVENT THE AMOUNT OF SNOWO IXCEEDSHSU THAT CAPACRYEL R CONTRACTOR TO FIELD VERIFY LOCATION & m_ ---- - '• �: s »- _ / IS TO BE REMOVED OFF-SITE. NO TOXIC OR HAZARDOUS CHEMICALS ARE TO BE INVERT OF EXISTING DRAIN UNE. APPROXIMATE:.: - „- m v _: _�G s w REMOVAL AND n _ r, ;N v-.-- m _ __ a USED FOR ICE OR SNOW CONTROL ONLY PLOWING. SNOW _. INVERT • ROAD = 135.5f ` - s_._� _�-.a ,_ . _ _._ W a_ � G SAF _ aF ._ws w sm _~_ _ O F � , �t �.�'' �` � -"-w� _m.�- �� �`" - _ �, 0 . UNTREATED ROAD SAND SHALL BE USED FOR WINTER , APPLICATION F CLEAN z _, _ (NOTIFY THIS OFFICE IF ANY DISCREPENCIES) i ; `� ` 4 d' 'M ' c / MAINTENANCE. USE OF ANTI-ICING CHEMICALS IS PROHIBITED. �� '�- ; _ FILED _..._ < • �------_� ;_� :=� -�` ` _ "�- _ HS, ALL LANDSCAPE FEATURES ARE TO BE MAINTAINED ) - _ -%�' 7 WITHTHE MINIMUM POSSIBLE AMOUNT OF FERTILIZERS, PESTICIDES OR HERBICIDES. N; ,'a - -__ �T� / � ___�_� LAWN FERTILIZER IS TO BE ORGANIC AND A REDUCED NITROGEN CONTENT. ANY .. :»4 ' �--a FERTILIZERS. PESTICIDES OR HERBICIDES USED SHALL BE ORGANIC OR ALL NATURAL HEARING W11 4" AND LLQ- t' PROVED BY PRIOR TO USE. IF k £`-'<, MAINTENANCE PERSONNELESHOU�D CHEDEPARTMENT, K W H'THE CONSERVATION ICOMMISS ON., _.. . �! � � THE MAINTENANCE OF LANDSCAPING WILL BE I, ;, I INFORMED OF THIS CONDITION. ' ALL PERSONNEL INVOLVED WITH I MAP 35 LOT 50 - y � ; \ tt ,`. N/F OSGOOD PROPERTIES, LLC k 3 I I1 -f,.' 8) FOR ADDITIONAL INFORMATION REFER TO THE OPERATION AND MAINTENANCE AND f f I i' ,u 865 TURNPIKE STREET I LONG TERM POLLUTION PREVENTION PLAN FOR STORMWATER MANAGEMENT SYSTEMS. " PLANT 00, 1 MAP 35 LOT 20 - �. NORTH ANDOVER, MA 01845 MA- NE.f� 1 _ LEGEND 1 REVISE PLANS PER COMMENTS MSG 12/7/12 1-888—DIGSAFE Ft �i E t i� Nr 1—Soo-ss2-�ss2 �`� ,h � N0. DESCRIPTION BY DATE UTILITY POLE — — OVERHEAD SERVICE WIRES 1 REVISIONS CT 1-800-922-4455 - o cQ, _ ? DRAIN MANHOLE DOUBLE SOLID YELLOW LINE 1 ® Dm u I FOR REGISTRY USE - '- i SEWER MANHOLE �W� SINGLE SOLID WHITE LINE EROSION & SEDIMENT CONTROL PLAN i'r u 1: d` O TELEPHONE MANHOLE SIGN ASSESSORS MAP 35 LOT 19 0 CATCH BASIN OBSERVATION WELL 1018 OSGOOD STREET W WATER UNE r1 TREEUNE NORTH ANDOVER, MA 'P WATER VALVE CONTOUR ELEVATION PREPARED FOR: CERTIFICATIONS. FIRE HYDRANT GAS UNE JFJ HOLDINGS, LLC 751 MAIN STREET, SUITE B 1) 1 CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN � _' pd GAS VALVE MEET EXISTING GRADE P.O. BOX N CONFORMANCE WITH THE RULES AND REGULATIONS OF THE ��'` to ` !'F ` �� SANFORD, ME 04073 REGISTER OF DEEDS OF THE COMMONWEALTH OF � 9 MASSACHUSETTS. � ,i � �4 � ;.� C.O. PROP. CLEANOUT PROP. SPOT ELEVATION 44 Stiles Road, Suite One `J F, Salem, New Hampshire 03079 !c MONS ,r�, CB-1 ■ PROP. CATCH BASIN GRAPHIC SCALE C, PROP. CONTOUR ELEVATION �' ca P' ! S b, PROP. SILT FENCE (603) 893-0720 ,y °0 a' / DMH-1 • PROP. DRAIN MANHOLE = ENGINEERS • PLANNERS • SURVEYORS zo o ,Io 20 40 so T.W. TOP OF WALL ELEV. MHF Design Consultants, Inc. www.mhfdosign.com SMH-1 • PROP. SEWER MANHOLE ��" L` ° B.W. BOTTOM OF WALL ELEV. SCALE: 1"= 20' DATE: OCTOBER 19, 2012 DRAWING WG 3053SP.OWG IN FEET L c`J(Z- PROP. GATE VALVE DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. CHRISTOPHER FRANCHER, P.LS. DATE I inch = 20 ft CCC MSG 305311 4A SEVER PIPE SCHEDULE z � MAP 75 LOT 1-B FROM: 6APPRO)C T0: \ o 'P7 F CITY OF LAWRENCE / STRUCTURE PIPE TWE OFSLOPE STRUCTUREAIRPORT COMMISSION NUMBER SIZE PIPE OF PIPE NUMBER 495 492 SUTTON STREET (hohes) (ft./ft.)ORTH ANDOVER, MA 01845 BLoc-1 6 cl 0.02 8 SMH-1 SMH-1 8 PVC 0.027SMH-2SMH-2 a PVC 0.005 SM14-3 R.F. \ MAP 35 LOT 19 / - SEWER STRUCTURES AIRPORT 26,127 Sq.Ft. D=12'30'38" / SMH-1 / RIM-145.90 0.646 Ac.f R=658.09' / N68'09'49"E IW.IN-139.43 OLD GREAT POND ROAD L=143.70' / / 5.95' INV.OUT-139.33 CS. RAKKEN7C 13 RON PIPE \ / FOUND RIM-140.60 COC K INV.IN-136.60 �• ZONEI-,`L LINE MOUT-136.50 SONE GHADWICK _ � • . � - V> \ F' � � . . � - _ -INDUSTRI•gLo\' sr. - _ • • i • ' \ �� i °� B-2 ZONE-BUSISITE NESS Exrr ( 44 40 1¢0 '� l 2 m I PROP. CONCRETE - If LOCUS PLAN �. PAD FOR ELECTRIC I TRANSFORMER (1YP.) ` I� UAWs LTO_ �OHE CS-3 I ^' { I / / NOT TO SCALE ••'��' 100' 1 i\ N // • � J N I o \ I � 7 MAP 35 LOT 29 / NOTES: ,FES-1 & OUTLET APRp CB-2 I � a /-- NV/F TIAM REALTY LLC 1) ALL SITE DRAINAGE PIPE SHALL BE CORRUGATED HIGH-DENSITY POLYETHYLENE _ _ oOMH-1 \ __ i/ / 7 RIDGE HILL WAY PIPE WITH STANDARD JOINTS, DUAL-WALL, SMOOTH INTERIOR AS MANUFACTURED 148 cn , I ,'0 ; I ANDOVER, MA 01810 BY ADS. INC., OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLAN. e w j CSI 5 Ds' I ® / / 2) ALL ROOF DRAIN PIPE SHALL BE 6' PJC(SDR-35), EXCEPT WITHIN 10 FEL? OF A \ \ BUILDING FOUNDATION WHERE CAST IRON PIPE SHALL BE USED. MAP 74 LOT 6-1/6-4 a T n n OCS-1 / / 3) ALL SANITARY SEWER PIPE SHALL BE PVC (SDR-35), UNLESS OTHERWISE NOTED. N/F LANDER$ FAMILY TRUST PROPOSED ' --- _- - 4) ALL WATER PIPE SHAIl BE COPPER, UNLESS OTHERWISE NOTED. 40 COURT STREET PROP, UNDERGROUND ELECTRIC, DONUT SHOP _ / NORTH ANDOVER, MA 01845TELEPHONE & CABLE SERVICEI IWTH DRE-THU ROP. UNDERGROUND-1 5) ELEVATIONS ARE BASED ON NGVD 1929 DATUM. 2250 SF GFA, # INFILTRATION SYSTEM - MAP 74 LOT 6-2 I IHy,p SMH-1 I o SEE DETAIL SHEET N0. 8 / 6) ALL PROPOSED ELEVATIONS AS SHOWN ARE BOTTOM OF CURB ELEVATIONS. UNLESS N/F DENNIS DRINKWATER I +i �,� guILAINc=140.3 '-�„ _ . .° I, OTHERWISE NOTED. 13 OLD SALEM PATH / OINGFF=l 66 0 7) ANY UTILITY FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LOCAL AUTHORITIES MAGNOLIA, MA 01930 I / _ a C AND THE DEVELOPER PRIOR TO INSTALLATION. a 8) THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE MAP 74 LOT 6-3 ___. ,rl 8 �" / CONTRACTOR IS TO VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION. THE LANDERS BUILDING GONDOMINIMUM 1„ -._ c _ FINw I PROP. 2,500 GAL OIL/WA CONTRACTOR IS TO NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES. _ DETENTION SYSTEM- , 8 Ntb'MIN. 'SEP PoSER1(TYP.) CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINTOWES OF 40 COURT STREET 6RCLEANOIlSYSTLTEM- \ e / CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS NORTH ANDOVER, MA 01$45 -- 4 RISERS TOTAL SEE D AIL SHEET NO. 8 (CROSSINGS) WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. SEE DETAIL HEET Np, B PROP TOTAL 6 `�� \ GAS SERVICE\ _ . . . 9) ALL CONSTRUCRON SMALL CONFORM TO MUNICIPAL DPW AND ALL APPLICABLE STATE AND FEDERAL STANDARDS (TP.) 10) THE CONTRACTOR SHALL CALL AND COORDINATE WITH DIG-SAFE (1- - E a PROP. 6- SEWER 888-344-7233) PRIOR TO COMMENCING ANY EXCAVATION. SERVICE (EYP.) 11) ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS. PROP. UN ERGROUND PROP. 6T °'+' 12) ALL ELECTRIC, TELEPHONE AND CABLE TV LINES ARE TO BE UNDERGROUND AND Gq { T SEE NO DISCHARGE ZONE INSTALLED IN CONFORMANCE WITH APPLICABLE VIT TTY 00. SPECIFICATIONS. INFILTRATION SYSTEM-2 CLDI WATER _ SEE NOTE 13 9 qq\ 4 RISERS'TOTAL • SERVICE (TW.) I 10 CLFAI4O6 13) THE CONTRACTOR IS TO COORDINATE WITH THE MUNICIPAL DPW REGARDING WATER SEE DETAIL SHEET NO. ° ' ` J PRESSURE AT SERVICE THE CONTRACTOR IS TO VERIFY IF PRESSURE REDUCING _ - - - - - VALVE IS REQUIRED. INVAN=138.11 i - ,si''"�`' T 14) ANY UTILITIES TO BE TAKEN OUT OF SERVICE SHALL BE DISCONNECTED AS -2 RIM=138.44 DIRECTED BY UTILITY COMPANY AND LOCAL DPW. " \ DMH 2A O ° / I I `\ RIM=13&76 INV.=t 34.90 SHELF=135.3? 15) ALL WORK WITHIN THE 100' WETLAND BUFFER ZONE SHALL BE PERFORMED IN _ _ / INVAN=134.27 (W) ACCORDANCE THE ORDER OF CONDITIONS AS ISSUED BY THE MUNICIPAL Z Q 46 . RN=138.90 I INVOUT-19.01(5) 9 CONSERVATION COMMISSION AND D.E.P. III NEW POLE FOR CB-6 0 I] DB- I] / NV=133'95 NV.OU mi 34.14(E) ELECTRIC SERVICE IRON �T OC -2 - _ 12'RCP II CONSTRUCT PROPOSED MANHOLE 'DOGHOUSE 16) ALL ADA ACCESSIBLE WALKWAYS CANNOT EXCEED 5% RUNNING SLOPE AND 2R - -- ------ -- -- - - - 12'RCP_ iI STYLE' ON EXISTING SEWER LINE CROSS SLOPE. RAMPS CANNOT EXCEED 8.33R RUNNING SLOPE AND 2% CROSS 1 N P -- -_ _-- -_- - _ _- - SLOPE SMO-2 M 138] _ EE NOTE 18 ENGINEER OF ANY DISCREPANCIES. UCnON, CONTRACTOR SHALL NOTIFY 4A / IRON IPEJ tz RtM=135.74 II SMH 3 SLOPE. AND HC PARKING STALLS AND ACCESS AISLES CANNOT EXCEED 2R FOUND •I � PoM 139.03 IN ANY DIRECTION. PRIOR TO CONSiR _ _ S __ II INVAN 134.76 (EXIST.) •S II �--. 142 _ _ c NNECT SBE - __G_ !' OS S S- S_ S �� C--P-c_ II INVAN=135.26 (PROP.) Ii 2�-------'c - _ G-�-2 '3� INV.OUT-134.88 17) REFER TO THE OPERATION & MAINTENANCE PLAN AND LONG TERM POLLUTION PROP. 2.500 QAl.. OIL/YM RESPONSE & MAINTENANCE PROCEDURES,MANAGEMENT MAINTENANCE AND EMERGENCY S PREVENTION PLAN FOR STORMWATER MANAG $EPARATOR 2 12"CIDi S MEG <bfi6 W °°Pft0%tMATE LOGA110N OF 12-CMP- _ _-- ___ _ _ __ W ETAIL HE'L�NO a- EXISTING e' HP STEEL GAS18)W �/ "Rie 133 west" 18) EXISTING INVERT FOR SEWER IS ESTIMATED BASED ON A MINIMUM SLOPE FROM Q=08.2359- LL / �-'w w EXISTING UPSTREAM MANHOLE. CONTRACTOR TO FIELD VERIFY & ADJUST NEW r� W R=1,020.00' TAPPING VALVE & SLEEVE w 13 -__ _ �_ __��_ SERVICE ACCORDINGLY. IM=142.08 ��'W )I M=1°2'2] pp SEE DETAIL SHEET NO. 10 '� RIM=t 36.35 / ) -w��w T --=Fbl -_ ,NV.IN=1}9.23 W INV IN=135.62(FE=) a L=149.53 INV.=133.11 / -_ _ INV.OUT=t 39.21 W-� /( INVAN=138.08 / SUMP-1k. II INVIN=136.22(ACROSS ST.) TRENCH PATCH FOR WATER LINE INSTALLATION W I( war �)I INV.OUT=135.92 SEE DETAIL SHEET NO. 10 ro W �" n R//OSGOOD STREET (PUBLIC-VARIABLE WIDTH R.O.W.) \\� )I . PROP. OVERHEAD SERVICE- Dwu / ' lI DSYL w II i FROM EXISTING PROPOSED DMX-3 __ ..W W /w�' W r--CONTRACTOR TO FIELD VERIFY LOCATION & i-..___--, S a i W ($)RIM=136.40 rT INVERT OF EXISTING DRAIN UNE. APPROXIMATE w Il- 7-/ APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD RIM=141.36 w INVERT O ROAD - 135.53 ° T 135.00 iINv.OUt=138.a] �r (NOTIFY THIS OFFICE IF ANY DISCREPENCIES) iF 8N / _r 1/ w =135.00 8°OLDI F / T -r�T r. -\mss w Ilw\ DATE 71 a MAP 35 LOT 50 I FILED N/F OSGOOD PROPERTIES, LLCI I i DDs m II RIRV.=i 6_s-"'i 865 TURNPIKE STREET I I m snEv=12].39 - NORTH ANDOVER, MA 01645 I __ i5 LO 20 WAN -1) HEARING i ° 30131 -- Q5 M �I a LEGEND 1 REVISE PLANS PER COMMENTS MSG 12/7/12 n NO. DESCRIPTION BY DATE 11TiLTIY POLE OVERHEAD SERVICE WIRES REVISIONS ® DRAIN MANHOLE °S1 DOUBLE SOLID YELLOW LINE FOR REGISTRY USE ® SEWER MANHOLE n SINGLE SOLID WHITE LINE UTILITIES PLAN O TELEPHONE MANHOLE SIGN ;^E"`, OFA ;i+,'T �^' RPAMIK ASSESSORS MAP 35 LOT 19 ❑ CATCH BASIN OBSERVATION WELL MONTu `NS`, 1018 OSGOOD STREET 3 u OIG SAP,, w WATER LINE Yl TREELINE TQCIvILt a NORTH ANDOVER, MA _ WATER VALVE - i90- CONTOUR ELEVATION PREPARED FOR: JFJ HOLDINGS, LLC tY e CERTIFICATIONS: Q FIRE HYDRANT 6 CAS LINE t` 'b' ` _L :" 751 MAIN STREET, SUITE B 1) 1 CERTIFY THAT THIS PN HAS BEEN PREPARED IN p0 GAS VALVE ®�K MEET EXISTING GRADE ' L•IfZ P.O. BOX N U CONFORMANCE WITH THE RULES AND REGULATIONS OF THE ,. SANFORD, ME 04073 REGISTER OF DEEDS OF THE COMMONWEALTH OF / C.O. PROP. CLEANOUT ®�X PROP. SPOT ELEVATION MASSACHUSETTS. z qaC W, S� S� 44 Stiles Rood, Suite One ' PROP. CONTOUR ELEVATION THIS IS TO CERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED 1 C L Salem, New Hampshire 03079 CS-1 ■ PROP. CATCH WIN GRAPHIC SCALE FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. T_ (603) 893-0720 PROP. SILT FENCE DMH-1 • PROP. GRAIN MANHOLE = ENGINEERS• PLANNERS • SURVEYORS DI c SAFE � I tI za I � T.W. TOP OF WALL ELEV. MHF Design Consultants, Inc. www.mhfdosign.com MA-ME-NH-RI-VT SMH-1 0 PROP. SEWER MANHOLE DATE: 1-M-96SAFE B.W. BOTTOM OF WALL ELEV. SCALE: t"= 20' DATE: OCTOBER 19, 2012 3D53Sc NO. NY 1-850-9GS,knE 2 DRAWING NO. CT i-800-922-4458 �. CHRISTOPHER FRANCHER, P.L.S. DATE 1 inch FEET )1t -00 PROP. GATE VALVE DRAWN WG BY: CHECKED BY: PROJECT N0. SHEET NO. TOWN CLERK: CCC MSG 305311 5 PLANTING 50HEDULE KEY QTY SIZE BOTANICAL. NAME COMMON NAME t TREES � € ?' 1125 GT I 5 5"BC .6 6ledit5ia Triacanthes Inermis Honey Locust "shade Master" F SITE T 5.5" GAL. 4 Pyrus calleryana MAP 75 LOT 1-B � ; L�rtrc� OI�� FaiGri�, PGG Cleveland Select Gallery Pear N/F CITY OF LAWRENCE ; Bff B Chanticleer' A QUn NNIPr AIRPORT COMMISSION � rl'�k 492 SUTTON STREET 5 H R U 5 5 NORTH ANDOVER, MA 01845 {4 $ R -Mtsrtll Andetr�r - BX Iq IS"-24" SPR. Buxus Microphylla Gultivar Boxwood t 4" 5 GAL- 5' O.G. f rf PJM q 9 Rhododendron r 4 : 24"-50" HT Roseum Ele ans t495 Eeii BSB - 4' O.G. Rosy Lila' MAP 35 LOT 19 Rosa _ 28,127 Sq.Ft. I5"-24 HT. Meidiland Rose Red RMR 4 f µ. 0.646 Ac.fNff 5GAL.-4' O.G. Meidiland brad - IS"-24" HT Spiraea x bumaldi :- 0. °.B' ELINe(TYP) tik L`- SBC 17 Gold Mound Spirea ._ 5 COAL.- 5.5 O.G. Ceroid Mound SETBACKig, a v t'S 125 le)"-24" SPR. +.... . . F TBR q Taxus Baccata Re andens English Spreading Yew �+w �_ �_ s —`� • �r �, -- r . '. 5 GAL- 4' O.C. p 9 9 NE LI • ._ ,Ft I� NE I-2 Z N � a an wso ;{ �I B-2 ZONE_BUSINESS ` ORNAMENTAL ORAS5E5 R PEFtENNIAL9 I GAL. Hemerocallis LOAM 4if H5D 50 Stella D Oro Daylily 4 ALL DIS _,- �' i I 18" O.G. "Stella d' oro" a . ''''�" a LOCATION MAP I GAL. (NOT TO SCALE) Hemerocallis Happy Returns Dayllly °°... ——— k x H55 'I2 ': , 18" O.G. "Stella Supreme" r` F If GENERAL PLANTING NOTES I GAL. Pennisetum alopecuroides PAH 3 „ Dwarf Fountain Grass I # w,'I` yx ^` f 1) ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS OF THE AMERICAN 24 O.G. Hamelin I SOD(TYPJ '` I �F ,��' ASSOCIATION OF NURSERYMEN OR THE PLANT MATERIAL WILL BE UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE TRUE TO SPECIES, VARIETY, SIZE AND BE I CERTIFIED DISEASE AND INSECT FREE. THE OWNER AND/OR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO APPROVE ALL PLANT MATERIAL ON SITE. 1- . 0 . MAP 35 LOT 29 2) ALL PLANT MATERIAL SHALL BE PROPERLY STAKED AND PLANTED IN CONFORMANCE x WITH THE SPECIFICATIONS. PROVIDE THREE STAKES PER TREE UNLESS NOTED N F TIAM REALTY LLC / OTHERWISE. INSTALL ALL PLANT MATERIAL 4N UNDISTURBED GRADE. PROVIDE I ° ' 7 RIDGE HILL WAY BURLAP WRAPPING WITH A 50X OVERLAP. CUT AND REMOVE BURLAP FROM TOP °' n F' ONE-THIRD OF THE ROOT BALL. ANDOVER, MA 01810 ` e I LO H 3) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING ALL a PITS WITH ONE PART EACH OF TOPSOIL, PEAT MOSS AND PARENT MATERIAL IF `, I r WET SOIL CONDITIONS EXIST THEN PLANTING PITS SHALL BE EXCAVATED AN MAP 74 LOT 6-1/6-4 'i4 I ADDITIONAL 12" AND FILLED WITH SAND. N/F ON COURT SDERS MREETILY RUST PROPOSED _ 4) NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. PLANTING DONUT SHOP ' DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN THE NURSERY. NORTH ANDOVER, MA 01845 WITH DRIVE—THRU ° ( " '- i ' 2250 SF GFA : •° 5) NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION. REGULAR WATERING SHALL BE PROVIDED TO ENSURE THE MAP 74 LOT 6-2 x # X ESTABLISHMENT, GROWTH AND SURVIVAL OF ALL NEW PLANTS. N/F DENNIS DRINKWATER f ya:=` ` 4 .a exI5TINs TREES To 13 OLD SALEM PATH I I REMAIN 6) ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF r I iy 3 j FINAL ACCEPTANCE. ANY PLANT MATERIAL THAT DIES WITHIN THAT TIME PERIOD MAGNOLIA, MA 01930 I r SHALL BE REMOVED, INCLUDING THE STUMP, AND REPLACED BY A TREE OF SIMILAR x SIZE AND SPECIES AT THE EXPENSE OF THE CONTRACTOR. MAP 74 LOT 6-3 I PL,�rmN��, ee�(tYl°) I ` w__r LANDERS BUILDING CONDOMINIMUM I °' ``" ° SEE NOTE Z _ f 7) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM 6" LAYER OF TOPSOIL IN __. _ y i ALL LAWN AREAS AND A MINIMUM OF 2'-0" OF TOPSOIL IN ALL PLANTING AREAS. 40 COURT STREET ( x NORTH ANDOVER, MA 01845 8) ALL DISTURBED AREAS SHALL BE TOPSOILED AND SEEDED UNLESS OTHERWISE ,PROP. 6' HIGH STOCrAGE PI=NGE Ch'PJ DIRECTED. ° SEE DETAIL SHEET NO. (O ° I x 9) ALL PLANTING BEDS SHALL RECEIVE 3" OF SHREDDED PINE BARK. ,Y 'd ` 10) ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS. A m SECTION REQUIRED X ° .. axe' w ° 5'SETBACK 8.4.4 r K ;,r" LOAM _ H1(DROSEED I `F 1 8.4.4 1 TREE PER 30 LF. OF PARKING LOT PERIMETER (1 SIDE ONLY) ALL DISTUROM AREAS 4�,E' .= ( ;,��; •yr \ ' PR01/IDE�5' �t 4. I x 108 TOTAL LF. /30 - 4 TREES PLANTING e+eD CT`i`P� LOAM i HYDROSEED E ALL DISTUR W AREAS }i i 1`'^' 8 I 12 HISS i c; ,,.,.- ''' ;fie • f--''" s{ -t EN d 1: INV � o O v ... , .3 ... . f SOD \, ,, J • • {' ;;4. k .� r" -.,,__ ,tr J° t..: SOD OYIP PIPE-, , i ........... RCP FCUNID Y 1 f 1.±ii .' f.. 4 , ,, ��m l '-°'`. "�'-u""".,."�...�v"z,W. �^,.:"_'mow ..�"�"�`,_...a Y., .w....':':Y,.?.a..,`e.":,^.,"x 't• t ^ 1 I ' x `S is M.AW x. t: i • 3 .. _..._.�.-_,...—.��.......�.._..._.._._, v_..,_._�_moo ...«,.._�»-......e... .......,.. -,m............._...-.,,.. ..--...._.,.. ,.. r /�/p SOD(Tyr��� SEE NOTE STI J ,.• E A :.. ..r T...,.. .� EXISTING TREE TO r REMAIN ��o_ M . _tin l,� r t '.e _ r. i'MOU-1 39,2a._..—a38. `.5. rF�� f ._ .a...,...... ,......r..., .. ,.»... _-,......_>__.._.._...._,.—.,-.... P� ted- w W OSGOOD STREET wmm- _,- (PUBLIC-VARIABLE WIDTH R.O.W.) AVEI s - - il _.. YN n_-.1,., m J , 1 f . l c, ;'s vj ,r: a, 777777777 /Ali - �� , MAP 35 LOT 50 I n t, �` <� �. N/F OSGOOD PROPERTIES, LLC ;, ■ �� - r - 865 TURNPIKE STREET i NORTH ANDOVER, MA 01845 i MAP 35 LOT 20 ; ! '' ' f„ i I _ 1 i I 1 REVISE PLANS PER COMMENTS MSG 12/7/12 I NO. DESCRIPTION BY DATE � - ■ � � REVISIONS ,✓ FOR REGISTRY USE A - f ( LANDSCAPE PLAN 4 ,f v i3 ■ ? ASSESSORS MAP 35 LOT 19 1018 OSGOOD STREET NORTH ANDOVER, MA PREPARED FOR: JFJ HOLDINGS, LLC 751 MAIN STREET, SUITE B P.O. BOX N SANFORD, ME 04073 r 44 Stiles Road, Suite One ? A Salem, New Hampshire 03079 GRAPHIC SCALE _ ! _ - (603) 893-0720 ENGINEERS • PLANNERS • SURVEYORS 20 0 10 20 40 so MHF Design Consultants, Inc. www.mhfdosign.com SCALE: 1"= 20' DATE: OCTOBER 19, 2012 DRAWING N0. 3053PSP.DWG IN FEE ) DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. I inch = 20 ft CCC MSG 305311 6 25 0�0 �� 495 F MAP 75 LOT 1—B MAP 75 LOT 1—B R.F. CON N/F CITY OF LAWRENCE N/F CITY OF LAWRENCE AIRPORT \ AIRPORT COMMISSION AIRPORT COMMISSION 492 SUTTON STREET 492 SUTTON STREET NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 OLD GRE_AT POND ROAD CLARK ST. LAKE 133 COCHICHEW/CK MAP 35 LOT 19 MAP 35 LOT 19 28,127 Sq.Ft. 12 30 38 28,127 Sq.Ft. D12'30'38" o 0.646 Ac.f R=658.09' N68'09'49"E 0.646 Ac.f R=658.09' N68'09'49'E cwST. N L=143.70' 5.95' L=143.70' 5.95'HRO ° m ti s 3 li PPE ' 1,LL t FOUND OUNID Y a qT " -..�� ==NOUN -.�.� �i EXIT _-.. . _ _ O �• _ v O L—T -■ s � ���ns,.�� �'` FIs 00 z if i '� e. / i..a...\ ; t•' L®GLIB PiJSaN e.v <` .a'\...„a.� �f a N ' \ f ; ,` f r� F, - .._ _ _ c� NOT TO SCALE 001W ail 't _ J f tri d t} t M 1 � � • Pk Ir, k .� t' �. •d i '• k • PROPOSED PROPOSED I I DONUT SHOP ® r 4 - Ie I DONUT SHOP = WITH DRIVE THRU e I I` WITH DRIVE—THRU a I ' � 2250 SF GFA �if q }j 2250 SF GFA � d 2 _.. of° .d '`^• „ ° y rte' } - y ,. ,, _ L ...-n.,• .d �• � I • ti � i d Ir ' ` .w J 4 r r f Id 4 12 m- r d s .. - .. d ! r, y4 }vvX., v'`�r � jr- '3<,1�f4 -� � 0 �_ '� ''.,, d\`%�� ` - �'f3k r.�a- °e ! t I s�l 4� .� € :*✓ ., � e -{` r '' , \ E i '3 ° • - -,..)'! \ \fid f ...... °i .''e 's \ r'\ 'k ,,,r Q"7'`. 7I i ` P \`' f` } `,{ •v .`, 00 r> W € T W , N I. N P Z 0 Z 0 {`f N/ a t - }•s ss FOUND >s tet_, PH E � = t PH I N s.� _ `fix .�>.... .Ye;...:..,a.. ._;rmv c.^C.,:. ;fie.:€'�i,. FOUND ,,._. .-...... {'gam t �i , S t f( . _....._._ / } rIxa's. Le0lCsC €W v__-�,�a ._.. .®".... E al.'!` L.,.�'�` P '`4 �,�•"3' _ / W' MP STEEEL GAS, A=08'23'59" 0=08'23'59" R=1,020.00' w_...__ ___.. R=1,020.00' " L=149.53' o L=149.53' D 6TH . EET� (PUBLIC-VARIAB w�8i�I R.o.w. » (PUBLIC-VARIABLE WID AT S t fi w 'a f -- F {r� i 1 . P F L F' ......................... \ :\ `*. �\, - .x-.-,:,x ;Grr ?' r4•N',, �,,,-'�'"-y..-s,s -.. - WB-50 PLAN FIRE TRUCK PLAN N0. DESCRIPTION BY DATE REVISIONS THIS FOR REGISTRY USE VE ELAPSED FROMS TO DATE OF DI CIS ON FFY THAT ILED WIENTY THOUTDFILING AYS AOF AN APPEAL. TRUCK CIRCULATION PLAN ASSESSORS MAP 35 LOT 19 DATE: 1018 OSGOOD STREET \ s q F NORTH ANDOVER, MA o F PREPARED FOR: TOWN CLERK: JFJ HOLDINGS, LLC ■ APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD 751 MAIN STREET, SUITE B P.O. BOX N –_ SANFORD, ME 04073 44 Stiles Road, Suite One DATE Salem, New Hampshire 03079 GRAPHIC SCALE 4 c (603) 893-0720 zo 0 �o zo +o eo `yaw ENGINEERS • PLANNERS • SURVEYORS DIG AFEFILED MHF Design Consultants, Inc. www.mhfdosign.com MA—ME—NH—RI—VT rj H—RIF—VT DRAWING N0. NY i-800—IGSAFE 82 SCALE: 1"= 20' DATE: OCTOBER 19, 2012 1—ase 3053SP.DWG ( IN FEET ) CT 1-800-922-4455 DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. 1 inch = 20 ft HEARINGCCC MSG 305311 11 �) \ G SAFE 4 QR Aa T A.- I MAP 75 LOT 1-B �a N/F CITY OF LAWRENCE AIRPORT COMMISSION PLANT Op, 492 SUTTON STREET DIG SAFE MA-ME-NH-RI-VT + + + + + + + + + ORT NO V R 01 + + + + + + + + + + + 1-888-DIGSAFE 0.0 0.0 0.0 0.0 0.0 0.0 0.l 0.1 '0 �.� �.� 04 o.o o.o o.o o.o o.o o.o o.o o.Q o.o o.o o.o NY 1-800-962-7962 CT 1-800-922-4455 + M" + S5+ LOT 19 '0 + + + + + + + + + + '0 + 0.0 +0.0 0. 0. 1 .2 + + + +0.2 0.1 0.1 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 28,127 Sq.Ft. -A=12.30'38" + + +0 46+ + + + + + + R 8.0 ' + + + + + 68• g' 9" + + + 0.0 Q.0 Q.0 oQo6 0 0.2 0.4 0.3 0.2 0.1 0 1 � �.0 0.0 0.0 0.0 0.0 0.0 ®.04 F8.0 0.0 0.0 0.0 k L=143.70' 5.95' '0 + ' + '0 + +0.6 + + + + + + + + +0.1 + + + + + + + + + ROTATED REFLECTOR .0 O a 0.04`, .0 0.1 0 7 0.6r 0.4 0..4 0. 0 4,_..._-0 2 0. „ 0.1 0.1 0.0� X0.0 ,0,0 0.0 0.0 0.0 0.0 - NOTE: Reflector MUST be field rotated by the CONTRACTOR . � . + + ry + + + + + + + + + + + + + + ,� + + + to correspond with the direction indicated by the 0.0 / .1 0.1 1.1 1.2 1.0 1.1 3.3 2. 3.3 0.8 0.4 0.2 0.2 0.2T.O W 0.0 0.0 0.0 �-i A _ � arrows on this layout. + + + fi ' + + + + + + + + + + + + +0 +0 d 0.0 0.0 0.0 0.5' 2 3.0 3.0 0.1 11.2 8.4 10.7 4.8 .9 1.5 1.0 0.6 0.2 .1 0.0 ,p.o 0. oo o.o �- EXAMPLE OF DIRECTIONAL ARROW + + ', + i N + + + + + + '1 +1 +0.5 1� + fit+ + I + 0.0 0.1 0.z V) . 0'.9 .4 4.1 4.9 6.1 X7.9 6.3 X7.2 .4 2.6 1 1.3 1.1 0.5�F .200 .1 D O- B:'0 0,0 +0.0 + + 10. + +8 + + + + + + ?+0. + + + + + 0.0 0.1 = 0.1 .3 2. 8.4 +5. 1 .6 8.0 +5.4 6. 4.4 .2 1.5 1.4 0.8 ? 0.1 ;` 0.0 .,+b:0 0.0 0.0 C== yh '�O .. r N +0.0 +0.0 ' +0.1 18.5 +6.1 +4.1 +4.6 + +1.8 +1. 11.8 +1.2 0.1' +0.0 .• ~+0`.0 +0.0 +0.0 .4 .9 6°.6 6 �7.0 4 8 ° A 11 MAP 35 LOT 29 + + + + + + + +'(`�` + + + + + + + + + M/F TIAM REALTY LLC 0.0 0.0 0.0 .4 3.1 9.9 +7.5 `�/.1 0.7 4.2 .9 .8 3.0 3.3 3.1 2. 2.9 1.8 0. 0,4 ""`0.0 0.0 0 a. d 7 RIDGE HILL WAY <d H ANDOVER, MA 01810 d ,: +0.0 +0.0 • +0.0 '+ + + +4.9 +4.-, + + + /F + 0.0 0.0 r' 0.0 .2 .2 5.q 4 +5. 0 3. ° .0 7 2® 3.2 4.9 4. 4.2 3.9 .9 0 P;1 -0--0- 0.0 +0.0 +0.0 ir E` - MAP 74 LOT 6-1/6-4 + + + + + + + + + + + + + A +,`I + .� + + + 0.0 0.0 0.0 .1 0 2.3 3.1 .7 .4 2.8 4.5 6. 6.7 6.2 .7 0,.1 >--0'.0 0.0 0.0 N/F LANDERS FAMILY TRUST PROPOSED ' -_W-- 40 COURT STREET DONUT SHOP NORTH ANDOVER, MA 01845 +0.0 +0.0 0.0 .1 +0.2 +2.0 2.3 WITH DRIVE-THRU .9� <+C 2 + +2 6 +3.9 9 + + 6< .6 +qI -a0.0 0.0 +0.0 +0 3.o MAP 74 LOT 6-2 2250 SF GFA ° t' GREENBRIAR N/F DENNIS DRINKWATER 0.0 +0.0 0.0 .1 +0.2 +2.0 +1.9 + + +2 8 0 0 +6. 9 .5 .1y.,--+6.0 0.0 +0.0 .o FLAT LENS 13 OLD SALEM PATH d MAGNOLIA, MA 019301 + + + + + "a+ + + + v + + + IESNA FULL CUTOFF 0.0 0.;0 0.0 .1 0.2 1.9 2.1 6 1.3 2.5 3.8 3.4 4.2 2 8 .6 0.0 0.0 0.0 t0.0 MAP 74 LOT 6-3 LANDERS BUILDING CONDOMINIMUM 40 COURT STREET +0.0 +0.0 10 '3 : + '1 '2 '2 '2 '3 + -- '0.0 +0.0 + � - -...... 0.0 .2 .4 .1 .6 .3 .0 .4 .7 .7 2 3 .4 (.d k"- 0 0= X 0.0 fl NORTH ANDOVER, MA 01845 + + + '1 '6 '3. �+ + + '3 + + + + + + + 0.0 0.0 0.0 .2 .4 .3 9 6 1.2 2.3 .1 2.9 3.9 2 6 .5 1 0.0 0.0 0.6 0.0 � ''' I I d d it ✓s' 1 0.0 0.0 0.0 .8 +5 10.6 5 1.2 `2.6 4.8 0.2 +4.8 4 7 .11-:1 0��0 +0.0 0 €0 0.0 r ° did f a / -, i +1 + + + + � + + + + + + + * + + + 0.0 0.0 0.0 t7 5. 9.8 6.2 l '; H 5; 1.1 2.4 4.2 6.6 6.8 6 .8 1 0.0 0.0 0.t �0 0 t < \ aP\ ,C 4y` 1 i i y,•, mss,,: it + + + + + e + + + + + Q + + + + 0.0 0.0 0.0 j3 2.27.9 4.8 6 °< 6< ` ' 5 ": 1.1 2.3 3.7 +5.7 6.1 +5 �7 Q.1 x,0:0 0.0 0.0 0.0 A h, t r OD { + + + I + +? + '2 '3 + + '0 '1 + + + G1 +01 + + + + ' 0.0 0.0 0.0 �? 2 0.5 3;.5.. 2.4 2.9 3.0 0.1 0.2 0.5 1.1 2. 4.6 5. 4.8 5.8 b1.1 0.0 0.0 0.0 ' 0.0,' V 2!I t €i +0. + '0. r ° '0 + + + 'l + '0 + + + + +2 + + +%_ + + + + j 0.0 0.0 0.0 N1 0.2 1's.5 1.7 1.4 1.2 1.0 0.7 0.5 1.0 2. 3.2 2. 3.1 2.1 .5 q.1 0.0 0.0 0410 0/.0 N Z 43} 0.0 0.0 0.0 1 .?1 0.1 1.2 1.0 " .7 1.4 1.9 1.2 12 0.0 0.0 0.0 ;0 0 +0.0 t - tG p __ + + + + +%0* + + + ate; + + + + + + 10.0 + Q. w O.Ov 0.0 0 0 1 �6 0.5 0.3 0 2 11:2 .3 0.4 0 5 0.6 0.8 l 0.8 l .0 0.0 0.0 0.0 x 0.0 0.0 a -5 0WNW_M�1111 .0 0.0 0.0 �. _ _0 _P- 0 4. . . 0 3. . 0:2 a t� 1 0:1 0 T 0:2` 0 2 :3 ._._-.0:6 7 r_._ -. -- - + + + + + + +0 + + - ' + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.1 .2 _._ o.1_ oQ-Oa3"o23 59 �--- o- -1N o.1 0.1 0.2 �----0_..3- o.4 0.1 0.o o.o o.o o.o o.o o.o R=1,020.00' +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 + L=149 53' + + + + + + + +0.1 +0.0 + + +0.0 +0.0 +0.0 0,1 _Q o•...,. 0 0 -. Q 0 Q 1 Cl 1 _0 ,1 _r__0 2_�,_,0.2 0.0 0.0 --"='- OSGOOD STREET ._ m 0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 (gU�LiC-�jA�jABLE�OWPTH k4df►•) +0.0 +0.0 +0.1 +0.1 0.1 +0.0 +0.0 0.0 +0.0 0.0 +0.0 +0.0 m ry f \ s. - _ MAP 35 LOT 50 � ry N/F OSGOOD PROPERTIES, LLC 865 TURNPIKE STREET 3 NORTH ANDOVER, MA 01845 v\ MAP 35 LOT 20 A .:..d' -.F.+-ham -�.'�.sZ:;E,��C-.=i � �r f �"`•. � I i L.:M. S } Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Total Project Watts Total Watts = 3680 ALL CALC POINTS Illuminance Fc 1.23 11.2 0.0 N.A. N.A. PARKING SUMMARY Illuminance Fc 4.08 11.2 1.0 4.08 11.20 Luminaire Schedule Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr.Watts INDUSTRIES'" -' Based on the information provided, all dimensions and luminaire locations 5 A D180°2RTD GFM-FP-320-PSMV-F-HSS D180 2RTD ON 20'POLE+2'BASE 0.720 34000 23856 736 I HILL.--cc cv nn...4-11- shown < 11- shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. LIGHTING PROPOSAL FOR GRAPHIC SCALE DUNKS IN ANDOVER This lighting pattern represents illumination levels calculated from laboratory data20 o 10 OSGOOD ST. taken under controlled conditions utilizing current industry standard lamp ratings in ANDOVER, MA accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturers luminaire may vary due to variation in electrical voltage, tolerance scALE:1^=20' LQ_ 112547-1 in lamps and other variable field conditions. Calculations do not include obstructions such WDATE: 8/17/12 as buildings, curbs, landscaping, or any other architectural elements unless noted. 1 inch = 20 ft BY: LLS Copyright©2012 by MHF Design Consultants, Inc. All Rights Reserved. MHF PROJECT NO. 305311 SHEET 1 OF 1 INTERNALLY ILLUMINATED DONUTSHOP VINYL DOUBLE HUNG WINDOW, STACKED CLOUD SIGN 26x18 6/6, AT DORMER, WITH 12' LETTERS TRIANGULAR LOUVRE VENT, CUPOLA BY BRO ;CO, HYDE PARK AREA: 17'36 SF PROVIDE 'FYPON' RAIL SYSTEM, PROVIDE OPAQUE FlLM BACKING TO MATCH PITCH OF ROOF, #2969 CUT TO FIT PITCH OF o 1x8 AZEK RAKE BOARD, END & MIDDLE POST, ;{504100, OR PAINT INTERIOR BLACK ON ALL PAINTED YOSEMITE SAND ROOF, PAINT JACKSON TAN o 1x3 AZEK DRIP, PAINT CORNER POST, #504200T DORMER WINDOWS, TYPICAL JACKSON TAN COLOR TOP RAIL, #129001, 10', CONTINUOUS RIDGE VENT TOP RAIL, #129002, 12', TOP RAIL O 42", BOTTOM RAIL, #129101, 0'1 12 12 O IFS 18418AUSTERS TO FlT ARCHITECTURAL GRADE ASPHALT (M . BETWEEN BALUSTERS, <4' ROOF SHINGLES, DARK BROWN (ALL AIERIALS TO BE YOSEMITE SAND ) COLOR 1 x 8 AZEK FASCIA PAINT JACKSON TAN 1 z 8 AZEK FRIEZE ' PAINT JACKSON TAN COLOR " m I COMMERCIAL ALUMINUM GUTTER, Tn a PAINT YOSEMITE SAND COLOR 1x5, 1x4 AZEK DONUT CORNERBOARDS, PAINT SHOP JACKSON TAN COLOR WHITE GOOSE NEO( FREEZER/FIXTU \` Z COOLER BLADE ABOVE 5 C o F RUDE AWNINGS ,c BEYOND `/ N N AW-44 M r/ Z o I O ELEV. 8'-0' AFF TOP OF WINDOW U (/1 no I BLADE AWNING • Lu u1 m AW-44 I of p F JC � ELEV. 3'-2" AFF o �/ J Z ¢ N < M < wm TOP OF MULLION W = m O� 3aJ FIN. FLOOR ALUMINUM DOWNSPOUT, BRICK VENEER 1' INSULATED AND CLEAR-ANODIZED INTERNALLY ILLUMINATED GOOSE NECK U6HT YOSEMITE SAND COLOR VINYL SIDING 4' T.W. BOARD ON BOARD PVC FENCE, PAINT YOSEMITE SAND. G.C. lO \` PAINT YOSEMITE SANDF TO MATCH JACKSON TEMPERED GLASS AT ALUMINUM STOREFRONT BROWN AWNING NTH DD FlXNRE WHRE TYPICAL ALL EXTERIOR ELEVATION COORDINATE W/ FENCE COMPANY FOR ANCHORS & DRAINAGE COLOR TAN COLOR VESTIBULE WINDOWS LOGO AW-45 BLADE AWNING AW-44 RIGHT ELEVATION OS SCALE: 1/4" = 1'-0" Q�J* tiu i b a o i n CUPOLA BY BROSCO. HYDE PARK TRIANGULAR LOUVRE VENT, x/2969, CUT TO FIT PITCH OF TO MATCH PITCH OF ROOF, NOTE: Z } � ROOF, PAINT JACKSON TAN COLOR PAINTED YOSEMITE SAND DOWNSPOUTS TO TIE INTO 0 m a 0 1x8 AZEK RAKE BOARD, SITE DRAIN SYSTEM cn Z w YOSEMITE SAND COLOR VINYL SIDING 4' T.W. 1.3 AZEK DRIP, PAINT JACKSON S O N TYPICAL ALL EXTERIOR ELEVATION TAN W a to OCNTINUOOS RIDGE VENT INTERNALLY ILLUMINATED DUNKIN' DONUTS w F SINGLE FACE WALL o z_ MOUNTED CLOUD SIGN --- ARCHITECTURAL GRADE ASPHALT AREA: 35.25 SF ROOF SHINGLES, DARK BROWN O n BLADE AWNING COLOR Z AW-44 1 1 z 8 AZEK FASCIA C� PAINT JACKSON TAN BLADE AWNING 12 1 z 8 AZEK FRIEZE PAINT JACKSON TAN COLOR AW 44 0 1x5. 1x4 AZEK w CORNERBOARDS, PAINT AW-457---7Z JACKSON TAN COLOR Q AW-45 z 0 w o W < Z N J 3' 6" Coffee Bake Place ® 3-0 a o W AW 44 m o BLADE AWNINGS = p / "D" SHAPED DOOR ~ 0 `O HANDLE; SEE a NATIONAL ACCOUNTSO cl:� 1" INSULATED AND z W TEMPERED GLASS AT VESTIBULE WINDOWS x W CLEAR-ANODIZED "D" SHAPED DOOR INTERNALLYILLUMINATED ALUMINUM DOWNSPOUT, ALUMINUM STOREFRONT HANDLE; SEE BROWN AWNING NTH DD PAINT YOSEMITE SAND NATIONAL ACCOUNTS LOGO AW-45 COLOR BRICK VENEER SHEET COLOR TO MATCH JACKSON TAN FRONT ELEVATION - A SCALE: 1/4" = 1'-0" JOB D11090 DATE: 7-13-2011 PC#: C.M. MHF Project No. 305311 Sheet 1 of 2 1x8 AZEK RAKE BOARD,IX3 AZEK DRIP, PAINT JACKSON TAN TRIANGULAR LOUVRE VENT, CUPOLA BY BROSCO, HYDE PARK TO MATCH PITCH OF ROOF, D o #2969, CUT TO FIT PITCH OF PAINTED YOSEMITE SAND 0 ROOF, PAINT JACKSON TAN P-56 VINYL DOUBLE HUNG WINDOW, CONTINUOUS RIDGE VENT 26x16 6/6, AT DORMER, PROVIDE OPAQUE FILM BACKING OR PAINT INTERIOR BLACK ON ALL DORMER WINDOWS, TYPICAL ARCHITECTURAL GRADE ASPHALT ROOF SHINGLES, DARK BROWN C) 1 x 8 AZEK FASCIA PAINT JACKSON TAN 12- 1 x 8 AZEK FRIEZE of 7 PAINT JACKSON TAN o o � WHITE COMMERCIAL ALUMINUM ■� M GUTTER, 1x5, 1x4 AZEK DONUT m CORNERBOACKSOPAINT N TAN F H FREEZER/ I ® Z COOLER OC0 C14 V) 1- BEYOND AW-44 i © © Q� 0' Q DO U ELEV. 8'-0" AFF r ? r O TOP OF WINDOWLi g �j CO2 DD PYLON SIGN BY SIGN VENDOR Lu s m Lo ~ O s ® I— V)Q .. � 1 NOMINAL SIGN DIMENSIONS O f- X 0 J Q 0 1 I 10'h x 6'w AREA= 56 S.F. N Z w ELEV. 3'-2" AFF DRIVE THRU Q w:n TOP OF MULLION 1'-6"h x 5'-7"w = m ZuiO AREA= 8 5.F. Q J ' TOTAL S.F. OF PYLON SIGN = 64 S.F. � Q ELEV. 0'-0" FIN. FLOOR w „ ALUMINUM DOWNSPOUT,BRICK VENEER BOARD ON BOARD PVC FENCE, PAINT YOSEMITE SAND. G.C. TO COLOR TO MATCH INTERNALLY ILLUMINATED YOSEMITE SAND COLOR VINYL SIDING 4 T.W. COORDINATE W/ FENCE COMPANY FOR ANCHORS & DRAINAGE TYPICAL ALL EXTERIOR ELEVATION JACKSON TAN BROWN AWNING WITH DD PAINT YOSEMITE SAND LOGO AW-45 PYLON SIGN ELEVATION SCALE. 1/4"=V-0" ---- LEFT ELEVATION SCALE: 1/4" = 1'-0" r W I F-- M Q r t` NOTE: U) DOWNSPOUTS TO TIE INTO 0 m Q SITE DRAIN SYSTEM 0W o o = wV) YOSEMITE SAND COLOR VINYL SIDING 4" T.W. TYPICAL ALL EXTERIOR ELEVATION N _Q w ~ o z ARCHITECTURAL GRADE ASPHALT ROOF SHINGLES, DARK BROWN Z COMMERCIAL ALUMINUM GUTTER, PAINT YOSEMITE SAND 1 x 8 AZEK FRIEZE _ PAINT JACKSON TAN V) z 1x5, t x4 AZEK CORNERBOARDS, PAINT JACKSON TAN COLOR — W � AW-45 AW-45 > Q O w / F- QZ � FREEZER/ COOLER o W BEHIND FENCE m a 0Cn = o ry �-- �2 O ry OE/1 z N— O LL .......... W � Z E- x W "D" SHAPED DOOR EXTERIOR 'G' LIGHT BOARD ON BOARD PVC FENCE, PAINT YOSEMITE SAND. G.C. TO HANDLE; SEE COORDINATE W/ FENCE COMPANY FOR ANCHORS & DRAINAGE NATIONAL ACCOUNTS VREAR DOOR PAINT DOOR & FRAME JACKSON TAN COLOR SHEET REAR ELEVATION SCALE: 1/4" = l'-0" JOBJ: D11090 DATE: 7-13-2011 PC&: C.M. NMF Project No. 305311 Sheet 2 of 2