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Home My WebLink About2019-06-04 Site Re-Development Plans Enterprise Bank or VE ASSACHUSETTS 01845 Pre ANK L WEL ASSACHUSETTS 01852 t DRAWINGS N INDEX T D GS . . O TITLE SHEET 1 . 2. EXISTINGCONDITIONS PLAN C NDI O S s O 3. DEMOLITIONPAN L 4. SITE PLAN 5. GRADING & DRAINAGE PLAN 6 UTILITIES PLAN , S ER SEDIMENTATION CONTROL PLAN 7. EROSION & SEDIMEN O 8 LANDSCAPE PLAN S _ 9. DETAIL SHEET . , 10. DETAIL SHEET 11 . DE TAIL SHEET S ITE 1 OF 1 .` LIGHTING BY OTHERS)14 G TIN PLAN O S G 1 OF 1 . TRUCK CK TURN PLAN Greal U U 1 OF 1 . BUILDINGELEVATIONS BY OTHERS Sa 1-11 ADD TRUCK URN_ 2 REVISE SHEETS & D C T PLAN DRJ 4 15 19 REVISE SHEETS 4-8 DRJ 1 3 27 19 DESCRIPTION Y .: N B DATE. 0. J REVISIONS - AP TITLE SHEET LOCATION M NOT TO SCALE ASSESSORS MAP 46 LOT 4 247 CHICKERING ROAD NORTH ANDOVER MASSACHUSETTS 01845 PREPARED FOR: ENTERPRISE BANK LA R 222 MER IMACK .STREET LOWELL MASSACHUSETTS 01852 i ■ - ■ 44 Stiles Road Suite One S w OF �9 S I w s s Salem,em Ne Ham hire 03079 s q _ 603 893 0720 DavID R. w — ENGINEERS PLANNERS SURVEYORS r- sn ■ JORDAN o MHF Design Consultants Inc. www.mhfdesign.com tl CIVIL � N 47 �. 0 3 32 s- �. i DRAWING N0. SITE RE1 ,DEVELOPMENT PLANS ASSESSORS MAP 46 LOT 4 247 CHICKERING ROA N RTH NDO R M NOT TO SCALE DATE. MARCH 13, 2019 ENTERP SE B 222 NIERRINI kCK STREET 0 L M F7 4570CVR.dw -, AWN BY: SHEET NO. r DR CHECKED BY. PROJECT N0. - l,, Q CPS DRJ 457019 1 OF 11 Copyright©2019 by MHF Design Consultants, Inc. All Rights Reserved. First CWVVfy . (s-3 b LEGENDAxe 1yx.,,n s� z 4g CCB , CAPE COD BERM DSLY DOUBLE SOLID LINE YELLOW SSLW s Magic& SINGLE SOLID LINE WHITE _d cr `� r r e� Pu��u. .t .�¢ E , G e ' r i t , GAS I N E •gat, �. . L d v � ,4 n. WATER LINE 0 0 CHAIN LINK I FENCE Bulge[ � . 5"X5 CONCRETE BOUND Y :.c FOUND UP 0.5 CKADE FENC STO E -90- CONTOUR EL EVATION \o TREE � N : K af1r.1 e UTILITY POLE A0S3 _r,,s€rao Condos \ GUY WIRE SI TE '',TE RHEAD W E OVE IR TREELINE SIGN f h . of fF _ x SPOT ELEVATION D O DRAIN MANHOLE CATCH BASIN 0 SEWER MANHOLE LOCATION MAP WV �a ER VALVE�a war NOT TO SCALE ; s � o O WATER SHUT OFF NOTES. � FIRE HYDRANT a GENERAL BUSINESS DISTRICT GB ti ZONE. Y 1 ) ( ) MIN. LOT SIZE. 25 000 S BOLLARD MA P 46 LOT 3 .Ft.f q N/F 99 REMAINDER II LLC MIN. LOT FRONTAGE. • 125 Ft. EM ELECTRIC METER 3038 SIDCO DRIVE E SETBACKS: LIGHT POLE El NASHVILL , TN 37204 S BOOK 6552 PAGE 25 FRONT 25 Ft. (RESIDE NTIAL 3 DISTRICT SIDE 25 Ft. 40 Ft. ABUTTING RESIDENTIAL BITUMINOUS 1 IRON PIPE FOUND CONCRETE REAR 35 Ft. 50 Ft. ABUTTING RESIDENTIAL) ) �" 0 DOWN 0.2 6 h h 0 e •� y REFER TO THE TOWN OF NORTH ANDOVER ZONING ORDINANCE FOR ' 1 - VERIFICATION ADDITIONAL RESTRICTIONS AND PERMITTED .USES. THE _- - .--- ZONING INFORMATION F RMATION SHOWN HEREON IS BASED ON A REVIEW OF THE F _ WF sA l NORTH ANDOVER ZONING ORDINAN CE. / AV WALKWAY I PAVER WALK A a \ . / OF AN ON-THE-GROUND FIELD SURVEY 9 4 � 2 THIS PLAN IS THE RESULT 9 9 1 9 i 3 F71a A 6 STOCKADE F � S PERFORMED BY THIS OFFICE BETWEEN FEBRUARY 5 AND FEBRUARY 20 I•�� a 3 s o °s g FENCE 5- - - - - - - - - - - - - - �J _ f 2019. , 19 - - - - -=RESIDENTIAL 3 DI,�TICT - / 199 - -S12 56 23 W_ - - - 200.00 Cy B S 3) WETLAND DELINEATION FLAGS WERE PLACED BY NORSE ENVIRONMENTAL U IN S C A I ,� , ,�,� 9 I WF 7A SERVICES ON JANUARY 30, 2019 AND LOCATED BY THIS OFFICE DURING O) ry 6 STOCKADE 19 2i 6• \ FENCE Iz I a SHOWN THE SURVEY. . " 0 0o I PROPERTY LINE S S 0 N �9a ON PLAN REFERENCE 1 (TYP.) • S 1 O 196 I M 4 -BEARINGS SHOWN HEREON ARE BASED ON NAD83 PER GPS OBSERVATIONS BUILDING t ) 6. / I M 4 I PROPERTY LINE As SHOWN oN .� OVERHANG (TYP.) I o PERFORMED BY THIS OFFICE ON FEBRUARY 5, 2019. PLAN REFERENCE 1 (TYP.) AVER WALKWAY / o MAP 46 LOT 103 S x6 MASS HIGHWAY ^ e 9 y I t � I ti � N/F COBBLESTONE CROSSING o BOUND FOUND UP PROPANE 8° z 5 ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 PER GPS v o TANK REALTY TRUST ) 0.2 N o \ \ I 7 COPLEY CIRCLE OBSERVATIONS PERFORMED BY THIS OFFICE ON FEBRUARY 5, 2019. WF 6A NORTH ANDOVER MA 01845 r- .° �� BOOK 3925 PAGE 197 v I D UTILITIES IS APPROXIMATE ONLY. ADDITIONAL o � PARCEL ID 6) LOCATION OF UNDERGROUND � 19a I � A�, �„ (RESIDENTIAL 3 DISTRICT) m I I UNDERGROUND UTILITIES OTHER THAN THOSE SHOWN MAY BE a / - - I BITUMINOUS MAP 46 LOT 3 046.0 0004 0000.0 a ,�� g6 y. \ CONCRETE ENCOUNTERED. INVERTS ARE LISTED IN A CLOCKWISE DIRECTION ENDING- � MAIN I I LLC I I %� ,9 � N/F 99 REMAINDER HVAC UNIT 24,952 S .Ft. q WITH THE INVERT OUT UNLESS OTHERWISE NOTED). 3038 SIDCO DRIVE I 9 ( ) � - -- 0.573 Ac.f � � `` I �• NASHVILLE, TN 37204 � I ,9 ,9 � � _ y � TBM 2 n y. : 0 BOOK 6552 PAGE 25 WF 5A MA NAIL IN � � � � G 7 THE SURVEY TRACT IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA 11 SPACES . I I ) RESIDENTIAL 3 DISTRICT I q 2 STORY WOOD EL TREE h h /100 YEAR FLOOD PER .FLOOD INSURANCE RATE MAP NUMBER >a e LANDSCAPE 2 ELEV.=19&.97 \ ) FRAMED VETERINARY �s TIMBERS SPACES A BUILDING I 25009CO236 WITH AN EFFECTIVE DATE OF DULY 3, 2012. ZONE LINE s SPACES 7 sPAces ��yp 7,561 $q.Ft. PAINTED PARKING 1 (TYP-) I = - SPACES TYP. � FF 198.36 (TYP.) TA T 4 CLEARLY IDENTIFIABLE rn a 8) A 0 L OF 3 (32 REGULAR 2 ACCESSIBLE) I PARKING SPACES WERE OBSERVED IN CONDUCTING THIS SURVEY. by ti I Oy. I ' (.0I BITUMINOUS o Y-Zo y� .01 CONCRETE y' e BUILDING HA TYP.OVERHANG (TYP.) W�4A ACCESS BLEY 1_el�l - WETLANDS DELINEATED B I NDSCAPEf » LA PARKING SIGN 1 ,9 NORSE ENVIRONMENTAL - 980 105 57 05TIMBERS �� fw 9S 9 SERVICES ON JANUARY R 75.00ry 9S \ 8A 30, 2o1s L 138.69 BITUMINOUS l� k 2 9 CONCRETE � � / ry 3 SPACES WF 3A REV� h - \ SPACES �. �-- CONC. WALK. N I �� \ ory +WF 3A y e / / \ • I , 0 �. O O ^,� O `L A-90 00 00 y 6 � _ - o / � y 9 \ � ,_ _ 7 -_ REVISED FLAG LOCATIONS PER , 19 - H NORTH ANDOVER CONSERVATION - by �i / � \ \ �• R 15.00 e'� i-- ILO � I A ENT AS OF 04 m � �qCOMMISSION G - d' L 23.56 � �, APRI 2019 s x6 MASS 6 x6 MASS HIGHWAY � Q 1� L, z o yo o y F HIGHWAY BOUND BOUND FOUND FLUSI .�_ ,/ �. \ \ 6 h , / 0 h h h y \ , , CCB o°j 0 f , „ g ., �9 s WF ZA (REV) WF 2A FOUND UP 0.7 N12 56 23 E 6 s� .- 894.39 ay D. SIGN R WF 1A N12'56'23»E S12'56'23"W 529.28' ,�� 185.00' "DO NOT V \ NO PARKIS G' 1 l . ENTER" SIGN o + _ 12"BRICK 193.46 g r� • • - • . -- \ 6h a> Ay - - 12"BRICK 3s ,� ©, 9 6 196, p „ ti y Qi � STA=42+00.00 h CCB '9 WV WVp DO NOT �� e� � ^oI ` ^ OVERHEAD STA=58+08.67 g ,� � - - - WIRES (TYP.) OFFSET=40.00 9ry \ �o ENTER SICW 8" WATER - J OFFSET=40.00 W w w ` w w w w w W w �' w W w w w w w 10x � �^x ^ry ado � EOP � yyh h9a \ y -ytie Bay s EOP ^oa ,y n 9ry. yy ry. ry� 9y �"' �9 NO PARKING ,o hti e ^a h� 09 ,o e`' /�9 �. -= 9ry SSLW / ey �Ay SIGN �9 9 e SSLW e / _ TBM_1 / 192.99 WATER LINE LOCATION / / INV.IN=189.39 0 MAG NAIL IN / !� PER RECORD PLANS -'- / INV.OUT=189.35 UTILITY POLE EL EV. 196.20 y y SLY "�' e DSLY 9 v s � 51+00 50+00 42 00 �9+00 58+00 53+00 \ CHICKERING ROAD ROUTE 125 133 \ � 9 9 0 9 � 11 4 6 s I, \ �9 1 � � f \ 9y e � W o, 9ry 93 w ^9� PUBLIC 80 WIDE 1931 LAYOUT SSLW 1 SSLW ( y 0 6y yryy �9n• EOP �9e ery' EOP 19 / 9 m GRASS/GRAVEL GRASS/GRAVEL �. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r� --- - - - - - °- -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - 8" VC SEWER BIT CONC SIDEWALK " 10" VC SEWER 6" CS GAS BIT CONC SIDEWALK I G G 9y� 9y� 96a ^9� 1 REVISE WETFLAGS PER CONSERVATION CMT 4 15 19 . RIM-195.33 • GAS LINE LOCATION P s xs MASS _ PER N0. DESCRIPTION BY DATE INV.IN-187.09 - HIGHWAY BOUND = DIGSAFE MARKINGS BY STA-51+99.97 wv.our-18sss OFFSET 39.68 FOUND UP 1.0 OTHERS REVISIONS n EXISTI NG CONDITIONS PLAN MAP 46 LOT 4 _. r 47 CHICKERING ROAD . 2 Dr �: sl l . L 9s _. J � . ,_ NORTH ANDOVER MA 01845 a a ` IDA�10 r� O r, � PREPARED FOR. v JO�fDA 3 _ EN TERPRISE ERP ISE BANK No.38710 222 MERRIMACK STREET u LOWELL MA 01852 W ed PLAN REFER ENCES: 1 ESSEX COUNTY NORTH REGISTRY OF DEEDS 44 Stiles Road Suite One ❑ ❑ Salem, New s -• al m, a Hampshire 03079 i 1 E.C.R.D. PLAN 11345 �� 603 893-0720 OWNER OF RECORD. .>, ENGINEERS • PLANNERS *, 2 E.C.R.D. PLAN 11 _ 38 _., GRAPHIC SCALE PARCEL ID Inc. www.mhfdesign.com ❑ 3 E.C.R.D. PLAN 10461 MHF Design Consultants, c g _.- ) 20 10 20 40 80 o MAP 46 LOT 4 4) E.C.R.D. PLAN 9530 JKP REALTY TRUST ff- , DRAWING NO. 5) E.C.R.D. PLAN 12330 247 CHICKERING ROAD SCALE. 1 -20 DATE: MARCH 13, 2019 4570TWS.dw 6 E.C.R.D. PLAN 13138 IN FEET NORTH ANDOVER MA 01845 ,� DRAWN BY. CHECKED BY. PROJECT N0. SHEET N0. 7 STATE HIGHWAY LAYOUT 2780 OF 1931 1 inch = 20 ft. BOOK 10665 PAGE 147 AKC DRJ 457019 2 OF 11 Copyright©2018 by MHF Design Consultants, Inc. All Rights Reserved. V;� g, ON LEGEND- SEE EROSION & SEDIMENTATION CONTROL PLAN 5- VGC VERTICAL GRANITE CURB FOR CONSTRUCTION SEQUENCE, TEMPORARY 4- CCB CAPE COD BERM EROSION CONTROL MEASURES, AND LOCATION DSLY DOUBLE SOLID LINE YELLOW North OF EROSION CONTROL DEVICES. SSLW SINGLE SOLID LINE WHITE Andover',- �"k G GAS LINE W WATER LINE J4 CHAIN LINK FENCE T_ STOCKADE FENCE 33 —90---- — CONTOUR ELEVATION lf S1 E 1202 TREE A, 1-4 Cob UTILITY POLE ar GUY WIRE OVERHEAD WIRE jfl TREELINE Salo J SIGN 3 % SPOT ELEVATION 0 DRAIN MANHOLE El CATCH BASIN SEWER MANHOLE WV WATER VALVE LOCATION MAP WATER SHUT OFF (NOT TO SCALE) :Pyll FIRE HYDRANT NOTES.- 0 BOLLARD MAP 46 LOT 3 1) A DEMOLITION PERMIT MUST BE OBTAINED FROM THE TOWN OF NORTH ANDOVER PRIOR TO COMMENCEMENT OF WORK. FE R ELECTRIC METER N/F 99 REMAINDER 11 LLC ALL EXISTING UTILITY DISCONNECTIONS MUST BE COORDINATED WITH RESPECTIVE UTILITY COMPANIES. 3038 SIDCO DRIVE 2) ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE AND LOCAL LIGHT POLE NASHVILLE, TN 37204 REGULATIONS. CONTRACTOR TO INSTALL EROSION CONTROL DEVICES IN ACCORDANCE WITH GRADING & DRAINAGE PLAN (TBR) TO BE REMOVED BOOK 6552 PAGE 25 PRIOR TO BEGINNING DEMOLITION ACTIVITIES. BMJVIINOU'S� (RESIDENTIAL 3 DISTRICT) x x x x x x TO BE REMOVED CO[KIRFTE 3) PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER, FROM THE TOP OF THE STRUCTURE(S) TO THE GROUND. F"IKDK�� 0 2' 4) DEMOLISH CONCRETE IN ALL SECTIONS 5) BREAK UP CONCRETE SLABS-ON-GRADE, UNLESS OTHERWISE DIRECTED BY THE CONSTRUCTION MANAGER. WE 8A 6) CONDUCT ALL DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT INJURY, DAMAGE TO STRUCTURES, ADJACENT PA1,1M �,'VQ_XWAY BUILDINGS AND ALL PERSONS. "Y REMAIN) S_M1Kz'DE MAP 46 LOT 4 .7EN 7) REFRAIN FROM USING EXPLOSIVES WITHOUT PRIOR WRITTEN CONSENT OF THE DEVELOPER AND APPLICABLE --------- 24,952 Sq.Ft. GOVERNMENTAL AUTHORITIES. (TO REMAIN) 0.573 Ac.± 8) CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO INSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES R) W� 7A X W-K X�-W-K-1 WITHOUT PRIOR WRITTEN PERMISSION OF THE DEVELOPER AND APPLICABLE GOVERNMENTAL AUTHORITIES. PROVIDE A J' EMAIN) ALTERNATIVE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY APPLICABLE GOVERNMENTAL EEHE 2221 �Ti REGULATIONS. i-H 9) USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS NECESSARY TO LIMIT THE AMOUNT OF A FENCE TO BE I . C"', I tI., DUST AND DIRT RISING AND SCATTERING IN THE AIR. CLEAN ADJACENT STRUCTURE AND IMPROVEMENTS OF ALL DUST ERHANI' REMOVED TO 1� P,�MER WAII.K'A'A 117- 2� '�'(TBR) MAP 46 LOT 103 --------- LIMITS SHOWN N/F COBBLESTONE CROSSING AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL ADJACENT AREAS TO THE CONDITIONS EXISTING PROPAt,11E PRIOR TO THE START OF WORK. \-T REALTY TRUST 0*�TBR 7 COPLEY CIRCLE �\(TBR) WE 6A 10) ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY OF NORTH ANDOVER, MA 01845 PERSONS AT ANY TIME. ik BOOK 3925 PAGE197 CONTRACTOR TO INSTALL 01,11") (RESIDENTIAL 3 DISTRICT) TEMPORARY SITE CON f STRUCTION 11) COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOLITION OF STRUCTURES AND FOUNDATIONS 1311 US FENCING ALONG PERIMETER OF WITH SOIL MATERIALS CONSISTING OF STONE, GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS MAP 46 LOT 3 AND OTHER ORGANIC MATTER. STONES USED WILL NOT BE LARGER THAT 6 INCHES IN DIMENSION. MATERIAL FROM N/F 99 REMAINDER 11 LLC SITE PRIOR TO CONSTRUCTION (TBR) 3038 SIDCO DRIVE DEMOLITION MAY NOT BE USED AS FILL. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTION 'J ------ IN ORDER TO INSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROZEN MATERIAL, TRASH, DEBRIS. NASHVILLE, TN 37204 WE 5A PLACE FILL MATERIALS LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT BOOK 6552 PAGE 25 XI TO 95% OPTIMUM DENSITY, GRADE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. (RESIDENTIAL 3 DISTRICT) 2-S T u 0 0 FF.A-MIED VE1 - ,[R)' Ir j 12) REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS RUBBISH, SALVAGEABLE ITEMS, 7, 61 S, PAR HAZARDOUS AND COMBUSTIBLE SERVICES. REMOVED MATERIALS MAY NOT BE STORED, SOLD OR BURNED ON SITE. TYID REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 198-36 SPACES -------- (TBR) PROCEDURES AS AUTHORIZED BY THE FIRE DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND (TBR) DEPARTMENTS. < 91TUVINK)US TBR —----- 13) DISCONNECT, SHUT OFF AND SEAL ALL UTILITIES SERVING THE STRUCTURE(S) TO BE DEMOLISHED BEFORE THE BULDH'Z, OVERHANG, (!-T'P,) TILITY DRAINAGE AND SANITARY LINES AND TBR (TBR) '-WE 4A `_Wc� LANDS DE" NEATED B 4 COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK FOR POSITION ALL U _U lk7 PROTECT ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE THE COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED '1110RSE ENVIRONMENTHIL INTERRUPTION OF ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE UTILITY COMPANIES SERVICES ON W\11�,)ARY TO INSURE THE CONTINUATION OF SERVICE. __',0, 20 19 .............. 7 1 4 . 7 - �,X 1 4 14) PROTECT EXISTING DRAINAGE SYSTEM(S) AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING DURING CONSTRUCTION. A1_7_____ -, I 71 1 - SEE DETAIL SHEETS FOR EROSION CONTROL DEVICES. \(TBR) 7- 4 EIITUM,�,�01 is 4 C R E7 E Ax C�, vii A r Q K WE 3A (REV) 15) ALL WORK WITHIN ROADWAY RIGHT-OF-WAYS TO CONFORM TO MASSDOT STANDARDS. WE 3A 'v --------- EXIST. C,01�' SIGN TBR 16) THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION OR SITE H REVISED FLAG I-OCATIONS FTER CLEARING. NOUH ANDOVER C01',�SERV-'VION EXIST. i"GENT AS OF 2.� 17) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DIG SAFE (DIAL 811) 72 HOURS PRIOR TO ANY EXCAVATION EXIST. APRIL �'11119 POLE TO THEIR UTILITIES. ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER DEPARTMENT TO MARK OUT REMAIN 4_> (TB x x _x WF 2A (REV WF 2A -TBR- REPRESENT FEATURES TO BE REMOVED. ANY F TURES NOT LABELED -TBR- OR [SIGN TBR Z i I *x (TYP.) 1A 18) NOTES ON THIS PLAN THAT READ EA "TO BE REMOVED" SHALL BE CONSIDERED EXISTING TO REMAIN. . ..... K7 SYSTEM TO 19) EXISTING IRRIGATION SYSTEM TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION. EXISTING IRRIGATION 12 8 R C�.� BE RELOCATED, EXTENDED AND CONNECTED TO ALL PROPOSED LANDSCAPED AREAS AS NECESSARY. �b�!C C EX9-01.�y 1* 4 ,VX,, V 'L vv,i X\ SIGNS TBR 20) SEE LANDSCAPE PLAN FOR LIMITS OF CLEARING AND GRUBBING. AFTER CLEARING, STRIP AND STOCKPILE�TOP SOIL PER N" WAT DR �,YM'S (T[T - 11 LANDSCAPE PLAN, IF APPLICABLE. ----------- 6" ---_------- EXIST. SIGN J ——————————— TO REMAIN ---------- —------- --------- PROP. '\_WAj1'ER LNE I�OCATION GRAPHIC SCALE SAWCUT LINE PER REC0F,0 PLAAS 20 0 10 20 40 so NMU!'=189�35 DSLY (TYP-) -D - CONTRACTOR SHALL DISCONNECT WATER AND --------------- _-------------------____________________,__ 54+00 SEWER SERVICES AT THE RESPECTIVE MAINS IN 51+00 50+00 IN FEET ACCORDANCE WITH DEPARTMENT OF PUBLIC CHICKERING ROAD — ROUTE 125/133 1 inch 20 ft. WORKS REQUIREMENTS. ALL EXCAVA71ON WORK SSLW WITHIN MASS DOT RIGHT OF WAY SHALL REQUIREI (PUBLIC 80' WIDE 1931 LAYOUT) ------------- rN A PERMIT MOM MASS DOT. 0 �0` VC SE'��,ER S" VC SE"NER, CS G�L ................ C-7; 11R M-195.-7,3 MISC. REVISIONS DRJ 4/15/19 8T09 -4 Fl['R xW' MASS NO.1 DESCRIPTION BY DATE E)H'3SAFE h,1AR1,,HGS BY _T,;N D U P '1 0' X! REVISIONS DEMOLITION PLAN ASSESSORS MAP 46 LOT 4 247 CHICKERING ROAD NORTH ANDOVER, MASSACHUSETTS 01845 PREPARED FOR: ENTERPRISE BANK 222 MERRIMACK STREET LOWELL, MASSACHUSETTS 01852 44 Stiles Road, Suite One Fil- I r OF Salem, Now Hampshire 03079 r (603) 893-0720 OWNER OF RECORD: DAVID R. ENGINEERS * PLANNERS * SURVEYORS PARCEL ID 0 JORDAN MHF Design Consultants, Inc. www.mhfdesign.com CIVIL L) MAP 46 LOT 4 NO.34732 JKP REALTY TRUST DRAWING NO. 247 CHICKERING ROAD SCALE: 1"=20' DATE: MARCH 13, 2019 C lobb V4 4570SP.dwo NORTH ANDOVER, MA 01845 DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. BOOK 10665 PAGE 147 CPS DRJ 457019 3 OF 11 Copyright @ 2019 by MHF Design Consultants, Inc. All Rights Reserved. - (" S 4 TABLE OF ZONING REGULATIONS NORTH ANDOVER, MA dN £$o ZONE: GENERAL BUSINESS DISTRICT GB M, LEGEND SIGN x DESCRIPTION REQUIRED PROVIDED � • SIGN I.D. 24 952 SF r L' VGc MINIMUM LOT AREA S . Ft. 25,000 SF r VERTICAL GRANITE CURB NUMBER �xT/coLOR SIZE REMARKS MINIMUM LOT FRONTAGE 125' 185' F CAPE COD BERM „ „ MINIMUM FRONT YARD BUILDING SETBACK 25 25.9 30 x 30 3 , DSLY R1-1 W D YARD BUILDING SETBACK 25 40 ABUTTING RESIDENTIAL 5 , R MINIMUM SIDE �e DOUBLE SOLID LINE YELLOW NEW SIGN WITH STOP , > 1 � .f MINIMUM REAR YARD BUILDING SETBACK 35 50 ABUTTING RESIDENTIAL 47 „ ssLw POST , _,, NS 18 8 x22 PARALLEL 9 x20 & 8 x22 PARALLEL ., , > And x. ' SINGLE SOLID LINE WHITE PARKING SPACE DIMENSIONS 9 x - MINIMUM NUMBER PARKING SPACES 5.5 SPACES PER 1,000 SF GFA = 20 SPACES MIN „,. ,,. GAS LINE _ _ 50 SF 1 000 SF - 3.25x5.5 - 18"SPACES 3,2 / , DO NOT 0 30 , x 3 x WATER LIN E R 5 1 R W S NEW IGN WITH CHAT Ell ENTERAl POST N LINK FENCE 113 ❑ ❑ STOCKADE FENCE „ MAXIMUM BUILDING HEIGHT 45 <45 ESERVE MA MU ? , PARKING 12 x 18 13% SITE �.. ..� m�. �. MAXIMUM BUILDING COVERAGE 35% 9� CONTOUR N _ u�. F.: R ELEVATION R7 $ G B W NEW SIGN WITH ,.£. f _. SIDE LANDSCAPE BUFFER 15 ABUTTING RESIDENTIAL ., POST3T O TREE 4• , ABUTTING RESIDENTIAL 6 REAR LANDSCAPE BUFFER 15 ;r x UTILITY POLE VARIANCE REQUESTED Great .. , — < GUY WIRE ' VAN .. — ACCESSIBLE G W A X 12 R7 8 0 0 OVERHEAD WIRE R TREELINE safe, .. SIG 9 N W. a SPOT ELEVATION D DRAIN MANHOLE v O E CATCH BA SIN S SEWE R MANHOLE wv LOCATION MAP D4 D4 WATER VALVE L , s NOT TO SCALE � a O WATER SHUT OFF � FIRE HYDRANT NOT ES: y p Y o BOLLARD SHOW THE REDEVELOPMENT OF THE PROPERTY AT 247 MAP `46 LOT 3 1 THE PURPOSE OF THIS PLAN IS TO RE EV - WINDOW. EM ELECTRIC METER N F 99 REMAINDER II LLC CHICKERING ROAD TO CONSTRUCT A 3,250 SF BANK WITH DRIVE THRU WIN / 3038 SIDCO DRI VE 2 ZONING DISTRICT: GENERAL BUSINESS DISTRICT GB � LIGHT POLE NASHVILLE TN 37204 ) ( ) , BOOK 6552 PAGE 25 1 NUMBER G SPACES R OF PARKIN A S 3 0 = 24 952 S .Ft. LOT AREA , O ) c RESIDENTIAL 3 DISTRICT "a�1i�.ansirv �a.Fs- - 0.573 Ac.f COiJCFtiLiF E USE: ULGER ANIMAL HOSPITAL 4 EXISTING U B r , PROPOSED USE. 3,250 SF BANK WITH DRIVE THRU . 12 x 16 , I -TYP. i I i PROP I 15 SIDE/REAR GREEN STRIP I, ! _:._; WF 8A I PSTER I � 4 FENCED DUM � � I , 1 `� BU ING RESIDENTIAL DISTRICT ! a BUILDINGS AND SITE CONSTRUCTION SHALL COMPLY WITH THE RULES AND REGULATIONS OF (A TT ) �r- , r, 5) ALL ! ENCLOSURE ( _ THE AMERICANS WITH DISABILITIES ACT (ADA) AS REVISED IN 2010. DING SETBACK , � PAVER thAL�CVI,�,, I 50 REAR YARD BU1L �- - L DISTRICT) )I ABUTTING RESIDENTIA D �`�� SHOWN ON THIS PLAN WERE COMPILED I - \ 6 THE LOCATIONS OF EXISTING SUBSURFACE UTILITIES 1 I c I _ MAP 46 LOT 4 1 FROM AVAILABLE RECORD DRAWINGS AND ARE NOT WARRANTED TO BE CORRECT. THE . -.. -1 -- FENCE OM ----- . _. ------------- __. _..___. -1 k.r.-L__ ------,,...--- -..._------ -_____- - _---.__ 24 952 S .Ft.,r _ i q � CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SUBSURFACE UTILITIES PRIOR TO _ , __.. __..._. �. _, �._.,..,� 200.00 Ac.f d PERFORMING ANY WORK.. S12 56 23 W r _ --,�, 0.573 , „ - II cn 1 �r DIMENSIONS ON THIS PLAN TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE / NOW STORAGE WF 7a 7) WRITTEN THE CONTRACTOR SHALL USE CAUTION WHEN SCALING REPRODUCED PLANS. IN H EVENT OF A 4 CONFLICT BETWEEN THIS PLAN SET AND ANY OTHER DRAWINGS AND/OR SPECIFICATIONS, THE O f; / O b VGC 22> 2 � ENGINEER SHALL BE NOTIFIED BY THE CONTRACTOR. , 0 -- -- — - - -- -- - --- M ?. — M !: 8 THE CONTRACTOR SHALL CALL AND COORDINATE WITH DIGSAFE 1-888-344 7233-PRIOR TO ANY l ) E O 1= f 3 R EXCAVATION. I i� , MAP 46 LOT 103 D PROP. CONCRETE _ o >- N r\ �-r 1 I. r- mCOBBLESTONE � PAD Q - 1 N/F - CROSSING d 00 BUFFS z REGULATIONS D STANDARDS OF IL R ZONE �- 9) ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE REGULA ONS AN REALTY TRUST 40 SIDE YARD BUILDING SETBACK-TYP. OF NORTH ANDOVER AND THE STATE OF MASSACHUSETTS. RESIDENTIAL DISTRICT W �.. ,t. 7 COPLEY CIRCLE THE TOWN (ABUTTING RE ) WF 6A NORTH ANDOVER, MA 01845 3 PROP. I S NOT WITHIN THE 100 YEAR FLOOD BOUNDARY HAZARD ZONE AS SHOWN ON THE _: ;. . BOOK 3925 PAGE 197 10) THE SITE v BITUMINOUS + VGC p F VGC - COMMUNITY PANEL 25009CO236 FOR THE TOWN OF NORTH �i 31 a PAVEMENT � (RESIDENTIAL 3 DISTRICT _ FLOOD INSURANCE RATE MAP U E # A , ) MAP 46 LOT 3 12 R o �- ANDOVER. w '• > I 15R .. , ' N F 99 REMAINDER it LLC c, G. ,� a / :� 11 ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS AND THE STANDARD CONSTRUCTION �i I , 3038 SIDCO DRIVE - --- ( 50 NO BUILD ZONE DRAWINGS AS SUPPLIED BY THE DEVELOPER. D 81 . NASHVILLE, TN 37204 � ! cn — — — — — —— — — — — / �' • >. PROPOSED STACKED BOOK 6552 PAGE 25 x�! 6FT HIGH, WHITE, WF 5A „ „ _ I SOLID PANEL FENCE NEW ENGLAND STYLE 12) A SIGN PERMIT SHALL BE OBTAINED PRIOR TO INSTALLATION. (RESIDENTIAL 3 DISTRICT) ;� 3 STONEWALL oGATEf 5R 3 I WITH WI I I5 I >. TRUCKEDOFF-SITE. l Z LL OPROP. 13 PROPOSED SNOW STORAGE AREAS AS SHOWN.. ANY EXCESS SNOW TO BE > SSI 25 NO DISTURBANCE ZONE I, ( PROP. GENERATOR' .5 ACCE BLE I , I I RAMP AND SIGN I I r i. 14) THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION 10 4 PREPARED BY MHF DESIGN CONSULTANTS PROPOSED 3 250 SF AND FOR CONDITIONS AT THE SITE. THESE PLANS, PR ES , e ( PROP. VERTICAL O i PROP. � 5 I ? O .NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE � _ �,,, RB-TYP. INC.,, STORY BANK n GRANITE cu r... , 1 ,. I I ,-♦ ! CONSTRUCTION CONTRACTOR OR THEIR EMPLOYEES AGENTS OR REPRESENTATIVES IN THE ` [,a 20 xl6 w d ( VGC W DRIVE THRU (, ) ' i DRIVE THRU � ♦., PERFORMANCE OF THE WORK. THE SEAL OF THE SURVEYOR AND/OR ENGINEER AS INCLUDED IN ` c� CANOPY , � ,, THE PLAN SET DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR I , , WF 4A r , ., I , , : 1. } it ti Y I C r...f_.: _ a I TO THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL 6 9 I3 9 ( - . .. . .. .. __ HEREAFTER BE INCORPORATED IN CD 0 BE D Q _ ,. AND/OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS WHICH MAY REQUIRED BY THE 35 I ,h,. c ,� , PREPARE A / C W �` , :z..f, I..L.., ,�b �.,PJIs:,� , I - ` I , . OCCUPATIONAL A HEALTH ADMINISTRATION OSHA AND/OR LOCAL REGULATIONS. _ U.S. OCCUP ON L SAFETY AND (OSHA) / 1. ,,��, ��,� a �. 5 R �.. ( 15 EXISTING IMPERVIOUS COVERAGE = 21,793 SF (87.3%) n _ --.. PROPOSED IMPERVIOUS COVERAGE 17 098 SF 68.6% �: o I ( ) o,:ila .:. PROP. CONCRETE CO..' ,�:-� SNOW I b ..± .,F,_,r , ISLAND WITH L —_ — —- —— J 1 h. I� — — —— WF 3A (REV) STORAGE BOLLARDS 16) A KNOX BOX SHALL BE INSTALLED PER CHAPTER 69, NORTH ANDOVER FIRE ALARM BY-LAWS. I � D. . �. � e e ,,.� PROP. SITE i- WF 3A 20 16, J 0' 15' LIGHT (TYP.) ± I s 17 DURING CONSTRUCTION, A CONSTRUCTION SITE PLAN, THAT MEETS 527 CMR CH. 16, AS WELL —90 00 LO Q '•,. i 1..._.!.i �.zl J�'.i.i F" �'�,t,:r L. CAi!l� iJ I";".iti " 25 R _,. _ AS THE APPLICABLE EDITION OF NFPA 241, SHALL BE IMPLEMENTED. , I _ rn _ O / N,- O V -, PROP. R1 1 PROP. PROP. R5 1 I )F\Fhl dJ[.._aJER C_,s�Sc.l ,.aIIDN „ „ c „ „ I 1'd AGENT S �r, STOP SIGNS BIKE C DO NOT ENTER � cV 18 AFIRE ALARM SYSTEM SHALL BE INSTALLED AND SHALL BE CONNECTED TO THE NORTH L 23.56 , RACK SIGNS APRIL, >>F[ ) :± I ANDOVER FIRE DEPARTMENT DISPATCH VIA THE RADIO BOX SYSTEM. 12 R , R I , 16 WF 2A REV „ WF 2A �.._, SIGN -- 1 s 894.39 N12 56 23 E 1 r.±�, ,.>ic� ••- I, ->, ��--� ...__. .. wF 1A 19 SITE LIGHTING WITH THE EXCEPTION OF THE ATM SHALL BE SHUT OFF BY 10:00 PM. 529.28 1, 18 .00 d rA;.1<; 3 N12'56'23"E S12'56'23"W „ SIGNr ♦ SIGN i '4 0 R PROP. MONUMENTS ,t �._. _ I 1 25 FRONT YARD �; 25 SF MAX. , SETBACK s > BUILDING SETS , MAX. � _. 8 HIGH - l , r 15 — CCB Yk, / ,vA V 1 I „ \ PROP. R5 1 ROP. 12 PAINTED DO NOT ENTER ,. .,,, TOP BAR � : N PA ,nc: — .0 �,.. „ SIGNS _ , s�L�F AePRO_XIMATE__LO.CAT10_�l_O.F.------ _T. ____ � GRAPHIC SCALE n — R ,�ia,l-192.s9 PROP. 5 WIDE ROADWAY IMPROVEMENTS P�t,.lr<__,,,�,.3 9 CONCRETE SIDEWALK BY MASSDOT 20 o to 20 40 so (SEE PLAN REFERENCE #2) ( IN FEET ) CHICKERING ROAD ROUTE 125 133 inch = 20 ft. 931 LAYOUTSSLW PUBLIC 80 WIDE 1 _--- - __- -- ------- ___.._ ----------- -- - -- -_— _---- . ---...-- -- _-- --___-- _._ ._..-... .___ 2 MISC. REVISIONS PER TOWN COMMENTS DRJ 4 5 ♦ 1 ADD STONEWALL DRJ 3 27 19 x r., v., N 0 DESCRIPTIO N BY DATE I REVIS ONS El SITE PLAN ASSESSORS MAP 46 LOT 4 SSOR . ._ 247 CHI CKERING ROAD r MASSACHUSETTS 01845 NORTH ANDOVER t- PREPARED FOR: BANK ENTERPRISE 222 MERRIMACK STREET LOWELL MASSACHUSETTS 01852 44 Stiles Road Suite One ■. ■ r OF � Sa Ne shire 03079� lem w Ham 603 93 0720 VID R. F RECORD: DA N — ENGINEERS * PLANNERS * SURVEYORS OWNER O � INFERS m � RD JO AN ,- Consultants, Inc.Iwww.mhfdesign.com PARCEL ID o MHF Design Consu a s, c g w cwa g MAP 46 LOT 4 No.s47sz J REALTY TRUST ., KP ,• „ , DRAWING N0. S - CALE. 1 20 DATE. MARCH 13 2019 S , 247 CHICKERING ROAD 4570sP.dw 0 OVER MA 01845 NORTH AND DRAWN BY: CHECKED BY: PROJECT N0. SHEET N0. .Rlm ..- MA.ME.NH 1R BOOK 10665 PAGE 147 "t t � R CPS DRJ 457019 4 OF 11 Copyright©2019 by MHF Design Consultants, Inc. All Rights Reserved. DRAINAGE PIPE SCHEDULE DRAINAGE STRUCTURES PROX. AP FRQM: PIPE SLOPE r TO. CB-1 DMH-4 LEGEND STRUCTURE SIZE TYPE OF PIPE OF PIPE STRUCTURE PIPE LENGTH RIM=194.10 RIM=194.85 NUMBER (inches) (ft./ft.) NUMBER INV.OUT=190.10 (feet) INVS.IN=189.85 VGC VERTICAL GRANITE CURB CB-1 12 HDPE 22 0.007 DMH-4 INV.OUT=189.95 CB-2 Z. CCB CB-2 12 HDPE 78 0.010 DMH-4 CAPE COD BERM RIM=194.75 OCS-1 FT-1 6 HbPE 5 0.020 DMH-2 IW.OUT=190.75 RIM=195.5 DSLY North DOUBLE SOLID LINE YELLOW FT-2 10 HDPE 70 0.010 DMH-2 INV.IN=192.58 SSLW DMH-2 12 HDPE 95 0.005 DMH-11 DMH-11 (FD) IW.OUT=190.10 SINGLE SOLID LINE WHITE Ando"r, 0.000 DMH-4 U/G INFIL RIM=195.20 (SEE DETAIL) 12 HDPE 3 G GAS LINE IN\(S.IN=189.86 DMH-4 12 HDPE 10 0.009 DMH-1 Af, INV.OUT=189.76 UNDERGROUND DMH-1 12 HDPE 23 0.020 DMH-3 W WATER LINE STORMTECH CHAMBER CBCI 506 1 -3 -2 12 HDPE 10 0.010 DMH DMH INFILTRATION SYSTEM tp, RIM=195.90 CHAIN LINK FENCE DMH-3 12 HDPE 1 45 1 0.005 DMH 505 (U/G INFIL) 2- 4t, �"/ INV.IN=191.84 -1) (114) SC-31 0 CHAMBERS 4,NO, (FT STOCKADE FENCE IW.IN=190.43 (FT-2) BOTTOM STONE=192.00 up 0_5, INV.OUT=190.33 INV. CHAMBERS=192.50 -90- CONTOUR ELEVATION (SEE DETAILS) DMH-3 TREE T14 , RIM=194.1 UTILITY POLE INV'S.IN=189.31 FD DENOTES FIRST M, IW.OUT=189.21 DEFENSE UNIT OR GUY WIRE APPROVED EQUAL Owl, OVERHEAD WIRE FILTERRA UNIT #1 (FT-1) QW, TOP GRATE=195.90 TREELINE ry THROAT=195.40 BY-PASS=194.73(6-) SIGN INV.OUT=191.94 SPOT ELEVATION (SEE DETAIL) DRAIN MANHOLE FILTERRA UNIT #2 (FT-2) TOP GRATE=195.10 CATCH BASIN THROAT=194.60 'k BY-PASS=193.93(10-) SEWER MANHOLE INV.OUT=191.14 WV WATER VALVE (SEE DETAIL) LOCATION MAP (NOT M SCALE) WATER SHUT OFF VY FIRE HYDRANT NOTES: 0 BOLLARD MAP 46 LOT 3 1) ALL SITE DRAINAGE PIPE SHALL BE CORRUGATED HIGH-DENSITY POLYETHYLENE PIPE WITH STANDARD FE M1 ELECTRIC METER N/F 99 REMAINDER 11 LLC JOINTS, DUAL-WALL, SMOOTH INTERIOR AS MANUFACTURED BY ADS, INC., OR APPROVED EQUAL, lik 3038 SIDCO DRIVE UNLESS OTHERWISE NOTED ON PLAN. LIGHT POLE NASHVILLE, TN 37204 C.O. PROP. CLEANOUT BOOK 6552 PAGE 25 2) ALL ROOF AND CANOPY DRAIN PIPE SHALL BE 6- PVC(SDR-35), EXCEPT WITHIN 10 FEET OF A PT HINA 1 N 0 U S (RESIDENTIAL 3 DISTRICT) BUILDING FOUNDATION WHERE CAST IRON PIPE SHALL BE USED, MIN. SLOPE=2.0%. TE C13-1 PROP. CATCH BASIN CON-SRE 1 3) ALL SANITARY SEWER PIPE SHALL BE PVC (SDR-35), UNLESS OTHERWISE NOTED. 41 DMH-1 PROP. DRAIN MANHOLE 4) ALL WATER PIPE SHALL BE COPPER, UNLESS OTHERWISE NOTED. SMH-11 PROP. SEWER MANHOLE WIF 8A 5) ELEVATIONS ARE BASED ON NAVD 88 DATUM. I LEia MEET EXISTING GRADE IVVER WALKINXT 6) ALL PROPOSED ELEVATIONS AS SHOWN ARE BOTTOM OF CURB ELEVATIONS, UNLESS OTHERWISE NOTED. PROP. SPOT ELEVATION MAP 46 LOT 4 I F-E E PROP. CONTOUR ELEVATION 24,952 Sq.Ft. 7) ANY UTILITY FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LOCAL AUTHORITIES AND THE 9 5_ 196 0.573 Ac.± DEVELOPER PRIOR TO INSTALLATION. �2" a A PROP. SILT FENCE 199 THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR IS TO VERIFY WF 7A 8) TOP OF WALL ELEV. 195.53 196 T.W. q, EXACT LOCATION PRIOR TO CONSTRUCTION. THE CONTRACTOR IS TO NOTIFY THE DESIGN ENGINEER OF "Y V 96.00 ANY DISCREPANCIES. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT B.W. BOTTOM OF WALL ELEV. X_ PROP. GATE VALVE ...... F195. 96.36 COMMENCEMENT OF CONSTRUCTION. D4O W1 'NA MAP 46 LOT 103 TEST PIT KWiAY TION SHALL CONFORM TO MUNICIPAL DPW AND ALL APPLICABLE STATE AND FEDERAL 195.30 9) ALL CONSTRUC 100' BUFFER ZONE t TP-1 01M N/F COBBLESTONE CROSSING STANDARDS. X GRADE TO REALTY TRUST 7 COPLEY CIRCLE 10) THE CONTRACTOR SHALL CALL AND COORDINATE WITH DIG-SAFE (DIAL 811) PRIOR TO COMMENCING WF 6A DRAIN P.) 4 NORTH ANDOVER, MA 01845 194.75 ANY EXCAVATION. �1951 0 BOOK 3925 PAGE 197 (TY PROP. FILTERRA (RESIDENTIAL 3 DISTRICT) ------ 11) ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM M DEPARTMENT OF PUBUC WORKS CB-2 UNIT #2 (FT-2) SPECIFICATIONS. MAP 46 LOT 3 N/F 99 REMAINDER 11 LLC 196 CC)NCRET 6�O 11 F1_95-16-8 k 3038 SIDCO DRIVE 50' NO BUILD ZONE 12) ALL ELECTRIC, TELEPHONE AND CABLE TV LINES ARE TO BE UNDERGROUND AND INSTALLED IN NASHVILLE, TN 37204 CONFORMANCE WITH APPUCABLE UTILITY CO. SPECIFICATIONS. TBM-2 BOOK 6552 PAGE 25 x co W F MAG NAJL IN 2-STOR' wk,( 24" TREE 13) THIS SITE WILL NOT REQUIRE A USEPA NPDES PERMIT FOR STORMWATER DISCHARGE FOR THE SITE. (RESIDENTIAL 3 DISTRICT) I-C 195.60 4_'0 1 FRAIMED VIE OR ELEV.=196.97 CONSTRUCTION SINCE THE DISTURBANCE DOES NOT EXCEED ONE ACRE (ACTUAL DISTURBANCE F1_95_.8_4_�n qO DISTURBANCE ZONE 25,000 SF). 7,5 6 1 q. i Ei) 1ARKIINK; (typ-) 19 PROPOSED 3,250 SIF 1�95.8M 14) THE CONTRACTOR IS M COORDINATE WITH THE MUNICIPAL DPW REGARDING WATER PRESSURE AT Li 1-STORY BANK 196.50 SERVICE. THE CONTRACTOR IS M VERIFY IF PRESSURE REDUCING VALVE IS REQUIRED. 196.00 :T M Nc JS 5=.52- _ i I _E W/ DRrVE THRU 15) ANY UTILITIES TO BE TAKEN OUT OF SERVICE SHALL BE DISCONNECTED AS DIRECTED BY UTILITY GRADE CU CR COMPANY AND LOCAL DPW. BREAK >1 VV� 4A WETI.ANI.,i'S D E LH q 17�1,,TIED FY 7- ENVIRON LN"TAL UNDERGROUND I I PROPOSED 16) ALL WORK WITHIN THE 100- WETLAND BUFFER ZONE SHALL BE PERFORMED IN ACCORDANCE THE ]I x 4n=Of% ON ROOF INFILTRA N 196.50 ORDER OF CONDITIONS AS ISSUED BY THE NORTH ANDOVER CONSERVATION COMMISSION. 0 195.24 10 SYSTEM (SEE 0_1 T T DE Al DE TP 2 - - -- - - 17) ALL TRAFFIC CONTROL AND TEMPORARY CONSTRUCTION SIGNAGE ARRANGEMENTS, ACCEPTABLE TO BREAK b 6. MASS DOT AND NORTH ANDOVER DEPARTMENT OF PUBLIC WORKS, SHALL BE EMPLOYED DURING _2 BITUMINOUS El OPERATIONS WITHIN THE PUBLIC RIGHT-OF-WAY. TP 'WIT 3A (REV) rLW(' �AN!.I< CO'CR=�F 195 An PROP. > WF 3A - ----- ...... j 18) ALL ADA ACCESSIBLE WALKWAYS CANNOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE, RAMPS ROOF 195.55 196.45 CANNOT EXCEED 8.33% RUNNING SLOPE AND 2% CROSS SLOPE, AND HC PARKING STALLS AND DRAIN ACCESS AISLES CANNOT EXCEED 2% SLOPE IN ANY DIRECTION. PRIOR TO CONSTRUC ON, UDCA_'10f,,IS PEF T1 DMH-4 N�- j I I I A 194.1 -1 ANDOVER C(INS[_ -�V��ION CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 195.60 1�1 - ,0 D 195.70 (_,'f3[,AMI-,S10N �,�GENT A,S ,0F OCS-1 /11'RIL, 2019 -SNOU OIL CB 19) ALL PROPOSED CATCH BASINS SHALL HAVE 4' SUMPS AND OUTLETS EQUIPPED WITH T I P. N HOODS OR APPROVED EQUAL. 41 194. FD) WF 2A gal _ n 195.40 WF 2A (REV 7 WF 1A 20)ALL PIPE DATA IS CALCULATED M CENTER OF STRUCTURE, TYP. R 0 21)CONTRACTOR TO REFER M THE OPERATION & MAINTENANCE (O&M) MANUAL FOR STORMWATER MANAGEMENT SYSTEMS & SITE MAINTENANCE DURING AND AFTER CONSTRUCTION. 195.10 . ......... 194.3 G. D B V "LEE 1941, .20 1)CBCl _77 19 .8 'b D ) CBCI 506 509 DMH-1j A/ �PR . L R -MLL2 SSLY,) ----------------------- ---------- DRAINAGE UNIT #1 (FT-1) GRAPHIC SCALE RIM---!92�99 IMPROVEMENTS T131114-11 PER PLAN MAG NAIL IN 20 0 10 20 4 1 0 so 1NV.1N= 89.39 - - UTILITY POLE N 0 5 REFERENCE #2 k, DSI_Y ELEV.-196.2 .......... (Iyp) 54+00 53+00 PROP. DRAIN LINE 51+4 0�� 50+00 IN FEET MODIFICATIONS HICKERING ROAD ROUTE 125/133 1 inch 20 ft. (TO BE COORDINATED 7� SS;LW WITH MASSDOT) (PUBLIC 80' WIDE 1931 LAYOUT) ------------ CBCI 508 2 MISC. REVISIONS PER TOWN COMMENTS DRJ 4/15/19 ---------- 61 DMH D-1 PROP. 505 -' DMH 1 ADD STONEWALL RJ 3/27/19 INVERT IN=188.98 507 NO. DESCRIPTION BY DATE INV I\,- I)ASF' NV�OU 9R o U_�xl� T 0 j�N�j REVISIONS El GRADING & DRAINAGE PLAN ASSESSORS MAP 46 LOT 4 Z0 247 CHICKERING ROAD �n NORTH ANDOVER, MASSACHUSETTS 01845 f2 PREPARED FOR: ENTERPRISE BANK 222 MERRIMACK STREET LOWELL, MASSACHUSETTS 01852 + - 3F 44 Stiles Road, Suite One M 03079 5"OF 1111111111111111F An Salem, Now Hampshire r (603) 893-0720 OWNER OF RECORD: DAVID R ENGINEERS * PLANINERS * SURVEYORS JORDAN PARCEL ID 0 CIVIL MHF Design Consultants, Inc. www.mhfdesign.com MAP 46 LOT 4 No.34732 JKP REALTY TRUST E: 1"=20' DATE: MARCH 13, 2019 DRAWING NO. 247 CHICKERING ROAD SCAL 4570SP.dwq NORTH ANDOVER, MA 01845 DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. MA-ME-NIIII-RINT BOOK 10665 PAGE 147 A A CPS DRJ 457019 5 OF 11 Copyright 2019 by MHF Design Consultants, Inc. All Rights Reserved. y. LEGEND VGC VERTICAL GRANITE CURB Cc B '. CAPE COD BERM DSLY Mirth DOUBLE SOLID LINE YE LLOW ELLOW SSLW ID A dover SINGLE •;F SOLID LINE WHITE G GAS LINE ?' w WATER LINE CH FENCE L�,:•, CHAIN LINK E _ - _. � STOC FENCE -_ :. ..., KADE -_ —9, - SITK- NTOUR ELEVATION r TREE O : r ,,, ;':.a•, . .._�t,. UTILITYLE PO F ' GUY WIRE OVERHEAD WIRE T REELINE SIG N Ib .. -.. ` SPOT ELEVATION x : D DRAIN MANHOLE r El CATCH BASIN S MANHOLE WV � SEWER D4 WATER VALVE LOCATION MAP s NOT TO SCALE O WATER SHUT OFF � FIRE HYDRANT 9 O 0 BOLLARD MAP 46 LOT 3 NOTES. EM ELECTRIC METER REMAINDER 11 LLC ❑ N F 99 � 1 ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35 UNLESS OTHERWISE NOTED. POLE� LIGHT P E 3038 SIDCO DRIVE ILLE NASHV , TN 37204 2 ALL WATER PIPE SHALL BE COPPER TYPE K , UNLESS OTHERWISE NOTED. I BOOK 6552 PAGE 25 ( ) (RESIDE NTIAL 3 DISTRICT BITUMINOUS 3 ELEVATIONS ARE BASED ON NAVD 88 DATUM. , 4 ANY UTILITY FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LOCAL AUTHORITIES AND THE DEVELOPER PRIOR TO INSTALLATION. I I 3 1 I : IONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY.. THE 5) THE LOCATIONS WF8A � I I I : � � � ( � R IS TO VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION. THE , I � ! � II �? ,_ _. CONTRALTO IFY n , CONTRACTOR IS TO NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES. I ) I i , fPAYER1J f r € I DPW 6) ALL CONSTRUCTION SHALL CONFORM TO MUNICIPALAND ALL APPLICABLE STATE STOCKADE I s_, _ MAP 46 LOT 4 AND FEDERAL STANDARDS. r 952 7 THE CONTRACTOR SHALL CALL AND COORDINATE WITH DIG-SAFE 1-888-344-7233 f_._ .. 0.573 Ac.f ) ( ) PRIOR TO COMMENCING ANY EXCAVATION. I WF 7A 8 ALL WATER SEWER AND DRAINAGE CONSTRUCTION SHALL CONFORM TO THE TOWN p. OF NORTH ANDOVER STANDARDS AND SPECIFICATIONS. e „ . ,,, 9) ALL ELECTRIC, TELEPHONE AND CABLE N LINES ARE TO BE UNDERGROUND AND �. UTILITY ICATI • ,. INSTALLED IN CONFORMANCE WITH APPLICABLE UTLTY CO. SPECIFICATIONS. , I MAP 46 103 ). LOT `t T OUT OF SERVICE SHALL BE DISCONNECTED AS 10) ANY UTILITIES TO BE TAKEN CE N F COBBLESTONE CROSSING 100 DIRECTED BY UTILITY COMPANY AND LOCAL DPW. BUFFER ZONE a: REALTY TRUST 7 COPLEY CIRCLE T __ I PROP. tin f NORTH ANDOVER MA 01845 11 ALL TRAFFIC CONTROL AND TEMPORARY CONSTRUCTION SIGNAGE ARRANGEMENTS, GENERATOR > ACCEPTABLE TO MASS DOT AND NORTH ANDOVER DEPARTMENT OF PUBLIC WORKS, BOOK 3925 PAGE 197 SHALL B EMPLOYED DURING OPERATIONS WITHIN THE PUBLIC RIGHT-OF-WAY. kk >. E 1 - PROP. fILTERRA ,. t (RESIDENTIAL 3 DISTRICT) CB-2 ; MAP 46 LOT 3 � UNIT #2 (FT-2) 12 SEE GRADING & DRAINAGE PLAN FOR DETAILED DRAINAGE INFORMATION. . G ) �.. N F 99 REMAINDER II LLC � f o D f __..__.- 13 CONTRACTOR TO COORDINATE WITH ALL UTILITY COMPANIES AND TOWN OF NORTH 3038 SIDCO DRIVE ---� 1 ! k 50 NO BUILD ZONE ) - NASHVILLE, TN 37204 D _ .. �:>-� ,� > , V TO ENSURE PROPER SEPARATION IS PROVIDED AT ALL UTILITY CROSSINGS. .,. a <, ANDOVER ER BOOK 6552 PAGE 25 WF 5a - - CONTACT SITE ENGINEER IN THE EVENT THERE ARE ANY CONFLICTS OR � r I I RESIDENTIAL 3 DISTRICT ---_.-_, 1 J � DISCREPANCIES AT UTILITY CROSSINGS. ,, {� s l o : r I , , II- r ,, I ! e 25 NO DI STURBANCE ZONE � I t I I r I C_ PROPOSED 3 250 SF 1 .PROP � . 0 l STORY BANK I e I 4 W DRIVE THRU PROP. � FF-196.50 : _ G , . , ! O ROPOSED WATER _ � WF as : , SERVICE ,,I ,., ,i� > D UNDERGROUND I t r 1 , , tA ION ,•. _ . _ROOF INFILTRATION C 4 : , SYSTEM . SEE DETAIL PROP. SEWER PROP. ( ) f _ V.-189.50 NGAS 0 ■ SERVICE BITUMINOUS 4., T� PROP. UNDERGROUND ,.. CONCRETE \ D WF 3A REV '{I � TELEPHONE AND .. _.._ PROP. ) ,, WF 3A .._ I D I 1, ELECTRIC SERVICE , '�, � ROOF , DRAIN � ., _ D -1 PROP. RE' ISED FLAG � i , _ I. G WATER � r ,. , ,_ 4 €�sa:z,.� „�ir..�,�cI� CONSERVATION GATE ,.,,, ,< SION AGENT AS OF OCS-1 FIB, FD f WF 2A� .... WF 2A REV �� , D o � ,D D I O O 9A PROP. POLE MOUNTED MH-2 ;• i r TRANSFORMER. I r I a `r r :.0 CONTRACTOR TO VERIFY -- - - --. _. �.. S ZE PR 0 r t CONSTRUCTION. r' r n' - ,v' 1/i r �� ,�`i,'1! c� i ``�` GYP. ZIL -_. ( ) \ � 4r.hr�� 7 .. t _ 1 D ' Cl06 \ ,k ,0,, ;CBC , CBCI — — DMH-3 \4 509 — PROP. 6 PVC PROP. FILTER SSLVV � PROP. UTILITY _.� __— _ DRAINAGE _ - SEWER L 89 UNIT #1 {Fr 1) CROSSING � GRAPHIC SCALE _ _. ti, :9�..,s IMPROVEMENTS . . S=o.031 FT FT H = �--W�,aER u!�aH. ._uLA =nN -R- INV.(D) 190.6t ir��.:N-.I,.�.,,� O �-: RECORD,•- �: ,.:. 20 o to 20 4o ao PER PLAN _ r« ,E C F.) s , I =_,,�, INV. S 188.6f NV..)JT 8� 4,a ( ) -_ REFERENCE 2 / DSI_! G 54+00 53+00 PROP. DRAIN LINE 52+00 5 +00\ 50+00 ( IN FEET ) C MODIFICATIONS \ 1 inch — 20 ft. — TO COORDINATED CHICKERING ROAD ROUTE 125 133 \ n , :,mow /. �. ,., WITH MASSDOT :.--- -- -----= ------- _.,.... _ --..:._...:.aa _..-- --- ------ ::: � _ — - - ......_ ---- WITH ) - CBCI (PUBLIC = 80' WIDE 1931 LAYOUT) 508 - m. Now,—, -__ .-- 2 MISC. REVISIONS PER TOWN COMMENTS DRJ 4 15 19 DMH \`, ;D PROP. 1 ADD STONEWALL DRJ 3 27 19 505 '�_ ,� .. , DMH �. , INVERT IN=188.98 ftil>z, �s.us , � - -,-,..,. �.; '\ In,.._i.}.: Q ,,,�.:,. � DESCRIPTION BY DATE IN .96 < N0. D OND J, i," r :. REVISIONS PROP. SADDLE CONNECTION 4 FERNCO FLEXIBLE TAP OR E UA ( Q INV.-186.7t T PLAN PRIOR TO CONSTRUCTION. UTILITIES . OR C , -' CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF SEWER MAIN. t.,._ ASSESSORS 46 LOT 4 MAP -f 247 CHICKERING ROAD ANDOVER, MASSACHUSETTS 01845 fu. NORTH A , PREPARED FOR: __. ENTERPRISE BANK .: EN , 222 MERRIMACK STREET 0 LL MASSACHUSETTS 01852 L WE Stiles Road Suite One ■ -44 ❑ ❑ � Salem New Hampshire 03079 .� � � � � 603 893 0720 O �. f»,� RECORD DAVID li OWNER OF ENGINEERS PLANNERS SURVEYORS to JORDAN ■ MHF Design Consultants Inc. www.mhfdosign.com-- PARCEL ID o clvll. � J � g U c MAP 46 LOT 4 No.sa7s2 JKP REALTY TRUST ; F ff f DRAWING NO. y , = : SCALE. 1 20 DATE. MARCH 13 2019 .247 CHICKERING ROAD � 4570sP.dw NORTH ANDOVER MA O f 845 DRAWN BY: CHECKED BY: PROJECT N0. SHEET N0. MA M H RI VT BOOK 10665 PAGE 147 ! CPS DRJ 457019 6 OF 11 Copyright©2019 by MHF Design Consultants, Inc. All Rights Reserved. CONSTRUCTION SEQUENCE. LEGEND1 CUT AND STUMP AREAS OF PROPOSED CONSTRUCTION. VGC 2) INSTALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES AS VERTICAL GRANITE CURB REQUIRED. CONSTRUCT CONSTRUCTION ENTRANCE AS SHOWN ON PLAN. `010 CCB CAPE COD BERM 3) REMOVE AND STOCKPILE TOPSOIL. STOCKPILE SHALL BE SEEDED TO PREVENT EROSION. THE DOWN GRADIENT PORTION OF THE STOCKPILE DSLY No SHALL BE ENCIRCLED WITH EITHER SILT FENCE OR A STRAW OR HAYBALE DOUBLE SOLID LINE YELLOW BARRIER INSTALLED ACCORDING TO DETAILS SHOWN ON THIS PLAN. SSLW ki", SINGLE SOLID LINE WHITE Andover J� 4) CONSTRUCT UG INFILTRATION BASIN AND CLOSED DRAINAGE SYSTEM. G GAS LINE PROTECT CULVERT INLETS AND CATCH BASINS WITH SEDIMENTATION BARRIERS W WATER LINE 5) PERFORM SITE GRADING, PLACING HAY BALES AND SILTATION FENCES AS REQUIRED TO CONTROL SOIL EROSION. ------ CHAIN LINK FENCE 6) INSTALL UNDERGROUND UTILITIES. -R 0!Ni CON, M, STOCKADE FENCE �A, 7) BEGIN TEMPORARY AND PERMANENT SEEDING AND MULCHING. ALL CUT AND f T CONTOUR ELEVATION FILLSLOPES SHALL BE SEEDED OR MULCHED IMMEDIATELY AFTER THEIR CONSTRUCTION. yj TREE 8) DAILY, OR AS REQUIRED, CONSTRUCT, INSPECT, AND IF NECESSARY, 7, COD UTIL11Y POLE RECONSTRUCT TEMPORARY BERMS, DRAINS, DITCHES, SILT FENCES AND SEDIMENT TRAPS INCLUDING MULCHING AND SEEDING. SEE LANDSCAPE GUY WIRE PLAN FOR MULCHING SPECIFICATIONS. 5111"W", 9 BEGIN EXCAVATION FOR AND CONSTRUCTION OF BUILDINGS. OVERHEAD WIRE 10) FINISH PAVING ALL DRIVES AND PARKING AREAS. TREELINE 11) COMPLETE PERMANENT SEEDING AND LANDSCAPING. & SIGN ETLA EA 2) NO FLOW SHALL BE DIVERTED TO ANY W NDS UNTIL A H LTHY STAND 4 OF GRASS HAS BEEN ESTABLISHED IN REGRADED AREAS. SPOT ELEVATION 0 DRAIN MANHOLE 13) AFTER GRASS HAS BEEN FULLY GERMINATED IN ALL SEEDED AREAS, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES. CATCH BASIN SEWER MANHOLE EROSION CONTROL MEASURES WV LOCATION MAP X WATER VALVE & MAINTENANCE (NOT TO SCALE) WATER SHUT OFF 1. DURING CONSTRUCTION AND THEREAFTER, EROSION CONTROL MEASURES ARE TO BE IMPLEMENTED AS NOTED: FIRE HYDRANT 2. INSTALLATION OF STONE CHECK DAMS, SILTATION FENCES AND ORANGE CONSTRUCTION FENCE SHALL BE COMPLETED PRIOR TO THE START OF THE SITE WORK IN ANY GIVEN AREA. PREFABRICATED Y'� SILTATION FENCES SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 0 BOLLARD MAP 46 LOT 3 3. STONE CHECK DAMS, SILTATION FENCES, AND ORANGE CONSTRUCTION FENCE SHALL BE KEPT CLEAN DURING CONSTRUCTION AND REMOVED WHEN ALL SLOPES HAVE A HEALTHY STAND OF ELECTRIC METER N/F 99 REMAINDER 11 LLC VEGETATIVE COVER. EROSION CONTROL MEASURES SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EVERY 0.5" OF RAINFALL. LIGHT POLE 3038 SIDCO DRIVE 4. EXISTING VEGETATION IS TO REMAIN UNDISTURBED WHEREVER POSSIBLE. NASHVILLE, TN 37204 Lj BOOK 6552 PAGE 25 5. THE AREA OF LAND EXPOSED AND THE TIME OF EXPOSURE SHALL BE MINIMIZED. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 72 HOURS AFTER FINAL GRADING WITH EITHER PERMANENT (RESIDENTIAL 3 DISTRICT) MEASURES OR TEMPORARY MEASURES. IN NO CASE SHALL ANY DISTURBED AREAS BE LEFT UNSTABILIZED WITH EITHER PERMANENT OR TEMPORARY EROSION CONTROL MEASURES FOR MORE THAN PITUMINOUS 72 HOURS, OR AS NEEDED TO ENSURE SUFFICIENT STABILIZATION DUE TO WEATHER OR OTHER CONDITIONS. SIMULTANEOUS WORK IN MULTIPLE AREAS MAY BE PERMITTED AS NEEDED, SUBJECT TO THE ABOVE, HOWEVER THE CONTRACTOR SHALL NOT DISTURB AREAS THAT CANNOT REASONABLY BE PROPERLY STABILIZED AND MAINTAINED WITHIN 72 HOURS. IR 0 N, ZI: F 10 1,K F- CCi',IiCRE�E DOWN 6. ALL DISTURBED AREAS SHALL HAVE A MINIMUM OF 6" OF LOAM INSTALLED WITH MIX. SEED MIXTURE SHALL BE: A.SLOPE AND DETENTION MIX - 1,5LBS/1 OOOSF (TYPE 2): N PERRENIAL SWEET PEA - 20% - 50% WILD LUPINE - 15% WF 8A SNOWY TICK TREFOIL 2 PROP. SILT 5 WHITE CLOVER - 15% A FENCE B.MIX: LAWN: MIX - 3LBS/1000SF (TYPE 1): N M?)] J-1- RA,VEIR INALIONA0 PERENNIAL RYEGRASS - 10% ANNUAL RYEGRASS - 5% KENTUCKY BLUEGRASS - 25% F 6' t STOCKADE MAP 46 LOT 4 CREEPING RED FESCUE 45% -------------� CHEWINGS RYEGRASS 15% FENCE 24,952 Sq.Ft. 7 7. LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE SOIL PRIOR TO OR AT THE TIME OF SEEDING. A MINIMUM OF 2 TONS PER ACRE OF AGRICULTURAL LIMESTONE AND 300 LBS. PER ACRE OF 10-10-10 FERTILIZER SHALL BE APPLIED. SEEDING PRACTICES SHALL COMPLY WITH LOCAL USDA SOIL CONSERVATION SERVICES RECOMMENDATIONS. --196 0.573 Ac.± k WE 7A HOR 8. HAY MULCH AND SLOPE PROTECTION BLANKET SHALL BE USED WHERE INDICATED ON THE PLANS. A MINIMUM OF 1.5 TONS OF MULCH PER ACRE SHALL BE APPLIED. MULCH SHALL BE ANC IN PLACE WHERE NECESSARY. SLOPE PROTECTION BLANKET SHALL BE LAID IN THE DIRECTION OF RUNOFF FLOW AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR T-IE �3 DETAILS. FENCE 11- ------- 195 9. PERMANENT OR TEMPORARY COVER MUST BE IN PLACE BEFORE THE GROWING SEASON ENDS. WHEN SEEDED AREAS ARE MULCHED, PLANTINGS MAY BE MADE FROM EARLY SPRING TO EARLY J PROP. SILT SOXX OR APPROVED EQUAL OCTOBER. WHEN SEEDED AREAS ARE NOT MULCHED, PLANTINGS SHOULD BE MADE FROM APRIL 15 TO MAY 20 OR FROM AUGUST 15 TO SEPTEMBER 15. NO DISTURBED AREA SHALL BE LEFT EXPOSED DURING WINTER MONTHS. BUILDING 0 V'--�H A N G P MAP 46LOT 103 10.PRIOR TO CONSTRUCTION OF IMPERVIOUS AREAS, ALL DRAINAGE STRUCTURES AND PIPES SHALL BE INSTALLED AND INSPECTED FOR PROPER FUNCTION. DURING CONSTRUCTION OF OTHER SITE FEATURES, ALL DRAINAGE FACILITIES SHALL BE INSPECTED ON A DAILY BASIS AND CLEANED/REPAIRED IMMEDIATELY UPON DISCOVERY OF SEDIMENT BUILD-UP OR DAMAGE. N/F COBBLESTONE CROSSING 7 100, BUFFER ZONE -UP IN CATCH BASIN SUMPS OR ANY OTHER STRUCTURE SHALL REQUIRE CLEANING. REALTY TRUST 11.EROSION CONTROLS ARE TO BE INSPECTED AND MAINTAINED ON A DAILY BASIS. DISCOVERY OF SILT BUILD 7 COPLEY CIRCLE WF 6A 12.ALL EXPOSED SOILS SHALL BE IMMEDIATELY STABILIZED WITH A LAYER OF MULCH HAY. NORTH ANDOVER, MA 01845 BOOK 3925 PAGE 197 13.UPON INSTALLATION OF CATCH BASINS, INLET PROTECTION - AS DESCRIBED ON AFOREMENTIONED PLAN - SHALL BE INSTALLED AND MAINTAINED UNTIL READY FOR PAVING. 3 PROP. FILTERRA dv (RESIDENTIAL 3 DISTRICT) 14.CALCIUM CHLORIDE AND/OR WATER SHALL BE USED FOR DUST CONTROL IN APPROPRIATE AREAS. CB-2 MAP 46 LOT 3 UNIT -2) 'CRFT 6� 196 #2 (FT 15.IF, DURING CONSTRUCTION, IT COMES APPARENT THAT ADDITIONAL EROSION CONTROL MEASURES ARE REQUIRED TO STOP ANY EROSION ON THE CONSTRUCTION SITE DUE TO ACTUAL SITE N/F 99 REMAINDER 11 LLC 0 i CONDITIONS. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL THE NECESSARY EROSION PROTECTION AT NO EXPENSE TO THE TOWN OR OWNER. 0' NO BUILD ZONE 3038 SIDCO DRIVE 16.OVER WINTER STABILIZATION (IF NEEDED) X' NASHVILLE, TN 37204 PROP SOIL 4", -7 BOOK 6552 PAGE 25 IL WF 5A A.PERMANENT STABILIZATION CONSISTS OF AT LEAST 85% VEGETATION, PAVEMENT/GRAVEL BASE OR RIPRAP 1,_ST�)F� STOCKPILE g (RESIDENTIAL 3 DISTRICT) W0JD B.DO NOT EXPOSE SLOPES OR LEAVE SLOPES EXPOSED OVER THE WINTER OR FOR ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS FULLY PROTECTED WITH MULCH. BUIL G 25' NO DISTURBANCE ZONE C.APPLY HAY MULCH AT TWICE THE STANDARD RATE (150 LBS. PER 1,000 SF). THE MULCH MUST BE THICK ENOUGH SUCH THAT THE GROUND SURFACE WILL NOT BE VISIBLE AND MUST BE AREA FRAMi E D VE ER, IN eRy 7,561 HAY BALE D FJAR'�KING ANCHORED. CHECK DAM s f,�P.) PROPOSED 3,250 SF (TYP) OR D.USE MULCH AND MULCH NETTING OR AN EROSION CONTROL BLANKET OR MIX FOR ALL SLOPES GREATER THAN 5% OR OTHER AREAS EXPOSED TO DIRECT WIND. BANK APPROVED E.INSTALL EROSION CONTROL BLANKETS IN ALL DRAINAGE WAYS (BOTTOM AND SIDES) WITH A SLOPE GREATER THAN 3%. J.I 6!T 1,-11 N C W/ DRIVE THRU EQUAL C F.SEE THE VEGETATION MEASURES FOR MORE INFORMATION ON SEEDING DATES AND TYPES. r 1,� I MEATED BY 00 �7yp,) "PROPO WF 4A WETLANDS DEU 17.WINTER CONSTRUCTION (IF NEEDED) SED PROP. ONSITE UNDERGROUND INLET PROTEC11ON 11 1 i 0 SERVICIES ON A.WINTER EXCAVATION AND EARTHWORK SHALL BE COMPLETED AS SUCH NO MORE THAN 1 ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME. I '<, 7 'p ROOF INFILTRATION a ,- I I.- ____ '30", 2`L_)19 (TYP) I SYSTEM (SEE DETAIL) B, B.AN AREA WITHIN 100 FEET OF A PROTECTED NATURAL RESOURCE MUST BE PROTECTED WITH A DOUBLE ROW OF SEDIMENT BARRIER. "JIF TP 2 _x, C.TEMPORARY MULCH MUST BE APPLIED WITHIN 7 DAYS OF SOIL EXPOSE OR PRIOR TO ANY STORM EVENT, BUT AFTER EVERY WORKDAY IN AREAS WITHIN 100 FEET FROM A PROTECTED NATURAL RESOURCE. 0 ":x.' J......... TP _-T x CONCRE.,E ............... D.AREAS THAT HAVE BEEN BROUGHT TO FINAL GRADE MUST BE PERMANENTLY MULCHED THE SAME DAY. j'WF 3A (REV) WF 3A .. ....... D FROM AREAS DUE TO BE SEEDED AND MULCHED. PROP. ROOF ........... E.IN THE EVENT OF A SNOWFALL GREATER THAN 1 INCH (FRESH OR CUMULATIVE). THE SNOW SHALL BE REMOVE 1�........... ..... ..... o, �ji 1'�' DRAIN F.LOAM SHALL BE FREE OF FROZEN CLUMPS BEFORE IT IS APPLIED. if DMH-4 r_� ;'-CD FLAG FER ---------- NO,:"- I ANDOVER, Cli",JSERVATION 11 L) 1 COMI-vilSSION AGENT AS OF G.A DITCH THAT WILL BE CONSTRUCTED DURING THE WINTER MUST BE STABILIZED WITH RIPRAP. .... ...... B-1 EROSION CONTROL BLANKETS APPROPRIATE FOR THE DESIGN FLOWS. APRIL, 20 19 H.ALL DITCHES OR SWALES WHICH DO NOT SHOW A MIN. OF 85% VEGETATION BY OCT. 15 OR WHICH ARE DISTURBED AFTER OCT. 15 SHALL BE STABILIZED TEMPORARILY WITH STONE OR 0CS-1 ....... P. 41 D 1 7 .... ..... .. WF 2A (REV)�,,O� R n WF 2A 1. AFTER NOV. 15 INCOMPLETE ROAD OR PARKING SURFACES WHERE WORK HAS STOPPED FOR THE WINTER SEASON SHALL BE PROTECTED WITH A MINIMUM OF 3" OF CRUSHED GRAVEL PE x 1A 0. ID D R_ MASSDOT. DMH-2 T -BEARING . .... . 18.SEDIMENT SHALL BE REMOVED ONCE THE VOLUME REACHES 1/4 TO 1/2 THE HEIGHT OF A HAY BALE. SEDIMENT SHALL BE REMOVED FROM SILT FENCE PRIOR TO REACHING THE LOAD T, CAPACITY OF THE SILT FENCE WHICH MAY BE LOWER THAN 1/4 TO 1/2 THE HEIGHT. 19�5 , V 19.SEDIMENT FROM SEDIMENT TRAPS OR SEDIMENTATION PONDS SHALL BE REMOVED WHEN IT REACHES A DEPTH OF SIX INCHES. .. .... ..... A 20.TOPSOIL SHALL BE STRIPPED FROM DISTURBED AREAS, STOCKPILED IN APPROVED AREAS AND STABILIZED WITH TEMPORARY VEGETATIVE COVER IF IT IS TO BE LEFT MORE THAN 30 CALENDAR DAYS. "V, X/ Wv 21.SOIL STOCKPILES MUST BE STABILIZED OR COVERED AT THE END OF EACH WORKDAY. STOCKPILE SIDE SLOPES SHALL NOT BE GREATER THAN 2:1. �agc= X" P.11 I- (=� 7z��--�----�--_ . I �x CBCI 506 22.DUST SHALL BE CONTROLLED AT THE SITE. DMH-� PROP. FILTERRA 509 DRAINAGE UNIT #1 (F7-1) IMPROVEMENTS GRAPHIC SCALE PROP. 0 ITE �NV.(N=189 ')9 PER PLAN 20 0 10 20 40 80 I PROP. STABILIZ IIINLET PROTECTION IINN,OUT=m 39,3,5 REFERENCE #2 1'1z� 'I \ I I I I I I . - CONSTRUCTION ENTRAIN D'Si _._._(TYP) .......... 53+00 PROP. DRAIN LINE 50+00 IN FEET 54+00 MODIFICATIONS HICKERING ROAD ROUTE 125/133 5 +00 1 inch 20 ft. (TO BE COORDINATED 9 (PUBLIC 80' WIDE 1931 LAYOUT) ------ WITH MASSDOT) x X �Bcl 1_� 508 rNI 5b 2 MISC. REVISIONS PER TOWN COMMENTS DRJ 4/15/19 D MH e PROP. 505 DMH 1 ADD STONEWALL DRJ 3/27/19 INVERT IN=188.98 \195�33 507 Z 7 IN i,ll _"111, NO.1 DESCRIPTION BY DATE 0 E, REVISIONS Ej 0 EROSION & SEDIMENT CONTROL PLAN 0 1 ASSESSORS MAP 46 LOT 4 247 CHICKERING ROAD NORTH ANDOVER, MASSACHUSETTS 01845 PREPARED FOR: ENTERPRISE BANK 222 MERRIMACK STREET LOWELL, MASSACHUSETTS 01852 44 Stiles Road, Suite One FE]- Salem, New Hampshire 03079 r vp Im A (603) 893-0720 OWNER OF RECORD: DAV ENGINEERS * PLANNERS * SURVEYORS ID R. PARCEL 1D 0 JORDAN MHF Design Consultants, Inc. www.mhfdosign.com CIVIL MAP 46 LOT 4 No. 4732 JKP REALTY TRUST DRAWING 90. 1"=20' DATE: MARCH 13, 2019 4570SP.dwq 247 CHICKERING ROAD SCALE NORTH ANDOVER, MA 01845 DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. -M H.11111M BOOK 10665 PACE 147 CPS DRJ 457019 7 OF 11 Copynght@2019 by MHF Design Consultants, Inc. All Rights Reserved. ,." �._ PLANTING SCHEDULE �g°dN BOTANICAL NAME COMMON NAME = DE(3TALL SIZE MATURE SIZE REMARKS LEGEND PLANT QNTY / TREES FLOWERS VGc AC 2 AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 6 - 7 HT. ORNAMENTAL-MULTI-STEM-WHITE FL VERTICAL GRANITE CURB AR 3 1 ACER RUBRUM RED MAPLE 1 3"- 3 1 2" CAL. I- SHADE-STREET-URBAN TOLERANT � CCB CAPE OD BERM BN 7 BETULA NIGRA LITTLE KING LITTLE KING RIVER BIRCH 7' - 8' HT. - SHADE-MULTI-STEM C osLY DOUBLE North SOLID LINE YELLOW SHRUBS CS 11 CORNUS SERICEA RED-OSIER DOGWOOD 2'-2 1 2' HT. 8-10' HT. MAX. SSLW - 1 2 HT. 6 HT. MAX. Andovert SINGLE SOLID LINE WHITE IC 33 ILEX GLABRA COMPACTA COMPACT INKBERRY 2 2 IV 5 ILEX VERTICILLATA 'SPARKLEBERRY' SPARKLEBERRY WINTERBERRY 4' - 5' HT. 8-10 HT. MAX. } G 1 SOUTHERN GENTLEMAN WINTERBERRY 4 5 HT. 6-8 HT. MAX. GAS LINE IVM ILEX VERTICILLATA SOUTHERN GENTLEMEN � l z:,• ,. , xx 35 JUNIPERUS HORIZONTAILS BAR HARBOR BAR HARBOR JUNIPER 18 -24 SPR. 1 HT. MAX GROUNDCOVER BLUE GREEN-SALT TOLERANT w WATER LINE TO 11 THUJA OCCIDENTALIS SMARAGD EMERALD GREEN ARBORVITAE 5'-6' HT. .3*-4* SPR.MAX.4DGHT COLUMNAR OR SIMILAR t _ _ v 4' 110, 0 0- CA 6 CLETHRA ALNIFOLIA HUMMINGBIRD HUMMINGBIRD SUMMERSWEET 3 4 HT. 4 5 HT. MAX. BITE FLOWERS CHAIN LINK FENCE ,, PERENNIALS & GRASSES CID ❑ ❑ STOCKADE FENCE 8 O.C. ., EP 26 ECHINACFA PURPURFA PURPLE CONEFLOWER 1 GAL 1 x _. > ;k SL1 ,- RG 39 RUDBECKIA FULGIDA GOLDSTRUM GOLDSTURM BLACK-EYED SUSAN 1 GAL. 18 O.C. 3 'S- wry.,..t., - -_. .m._ CONTOUR ELEVATION ., ES 12 ERAGROSTIS SPECTABILIS PURPLE LOVE GRASS 1 GAL 18 O.C. ::, y ".i. SS 42 SCHIZACHYRIUM S. PRAIRIE BLUES LITTLE BLUESTEM PRAIRIE BLUES 1 GAL 18 O.C. c x TREE t t , � .UTILITY POLE 1 ..PLANT QUANTITY , 6 REQUIREMENTS �LANDSCAPE _PROPOSED SOD LAND , .. Q � GUY WIRE PLANT DESIGNATION , - VIDED OVERHEAD WIRE N. ANDOVER ZONING BY-LAW REQUIRED PRO . : r �ww — 195 8.1ER 1 G LOT E I ETER 12 PROVIDED 0 TREELINE 1 TREE PER 30 PARKIN P R M TREES PER PARKING - REQUIRED 9 TREES 250 LF 30 . ;, .:. ,ate. ::;.i,,, .'Y'✓' 1t i , LOT R SIGN04, i T PERIMETER SPOT ELEVATION D DRAIN MANHOLE ❑ CATCH BASIN S O SEWER MANHOLE WV LOCATION MAP D4 N WATER VALVE s NOT TO SCALE � o O WATER SHUT OFF NOTES. b O FIRE HYDRANT 1 ALL PLANT STOCK SHALL CONFORM TO ANSI Z260.1 NURSERY STOCK LATEST EDITION AMERICAN ASSOCIATION OF 0 • ( BOLLARD INC.).AP 46 LOT 3 NURSERYMEN, I ) EM ELECTRIC METER N F 99 REMAINDER II LLC 2 4 AGED PINEBARK MULCH AND A WEED BARRIER TY PAR FABRIC OR APPROVED EQUAL SHALL BE APPLIED TO ALL 3038 SIDCO DRIVE BARRIER AS PER MANUFACTURERS RECOMMENDATIONS. LIGHT POLE SHRUB AND GROUNDCOVER .BEDS. INSTALL WEED � _ i NASHVILLE, TN 37204 1 t , BOOK 6552 PAGE 25 � 3) PLANT PIT BACKFILI SHALL BE MIXED AT A RATE OF 7 PARTS OF TOPSOIL TO 2 PART OF DEHYDRATED COW MANURE. DISTRICT(RESIDENTIAL 3 ' ) R w_�, F c SLOW RELEASE FERTILIZER SHALL BE APPLIED AS PER MANUFACTURERS RECOMMENDATIONS. USE EXISTING ON-SITE � TOPSOIL AS PART OF BACKFILL WHEN AVAILABLE. f� T WITH SEED OR 4 . ALL LANDSCAPED AREAS NOT PLANTED WITH TREES RESTORED SHRUBS OR GROUNDCOVER SHALL BE ED ! l SOD AS INDICATED ON PLANS. WF 8A I I I : RECEIVE 6 PH CORRECTED TOPSOIL. AFTER TOPSOIL IS SPREAD #' 5 ALL SOD, SEED, SHRUB AND TREE AREAS SHALL PROP. 6 LOAM & II { I � ,_ h EVENLY OVER ENTIRE AREA ALL CLODS LUMPS STONES AND OTHER DELETERIOUS MATERIAL SHALL BE RAKED UP �, ,_ f > > 3 3P , V : 1, i HYDROSEED ALL s.a I< _, 5 3 1 3 PAVER ,E.. ,,.,._,rr,.� I C AND REMOVED. I ( I I P I DISTRUBED AREAS , ,� � t IC BN 1 I I � I � I I �_ I IVM AR ;-- _ - i=IV CS STCC��o_. I I � � r MAP 46 LOT 4 _I `I S ACCOMPLISHED BROADCAST SEEDING OR -I_ P,,c 6) APPLICATION OF GRASS SEED, FERTILIZERS AND MULCH HALL BE A OMPL ISH BY R _ ___.._- - ------ _-__.... - ---- _ - ' - - « 24,952 S .Ft. HY R AT THE RATES OUTLINED BELOW: rr � D OSEEDING } LIMESTONE: 100 LBS./1,000 SQUARE FEET. ,, 8 FERTILIZER: 500 LBS/ACRE OF 10-20-20 OR 1000 LBS/ACRE OF 5-10-10. _ F . TO C$ WF 7A r i, .� 1 MULCH: HAY MULCH APPROXIMATELY 3 TONS/ACRE r �_ h ,' SEED MIX (SLOPES LESS THAN 4:1) LBS/ACRE =------..��._•I 7 CREEPING RED FESCUE 20 TALL FESCUE 15 N e , e 1 RYEGRASS 5 I MAP 0 03 PERENNIAL -._._.-�_v I D o _ ~ REDTOP �_ m Q .,, �; N F COBBLESTONE CROSSING 100 B ( / 6 IC a OFFER ZONE 1, I 42 , `? I REALTY TRUST `: C I I 6 W I r_. 7 COP LEY CIRCLE 11 1 WF 6A SLOPE MIX (SLOPES GREATER THAN 4.1 1 BCRE EP � � 4 6 1 ,. i r I NORTH ANDOVER, MA 01845 � � , , BOOK 3925 PAGE 197 CREEPING RED FESCUE 20 ., JB EP AC . , I 3 p H RESIDENTIAL 3 DISTRICT TALL FESCUE 20 BN O O O O ,� , BIRDSFOOT TREEFOIL MAP M LOT 3 _ ® ® ® ® P. ® „ G ES 48 P , N F 99 REMAINDER 11 LLC P. 3038 SIDCO DRIVE O 1 50 NO BUILD ZONE 7, 6 1 6 ( 7 FOR TEMPORARY EROSION CONTROL NOTES, SEE SHEET NASHVILLE, TN 37204 l BOOK 6552 PAGE 25 CA ® WF 5a I � �: L 8 NEWLY GRADED AREAS REQUIRING SLOPE PROTECTION OUTSIDE OF NORMAL SEEDING SEASON SHALL RECEIVE. STRAW RESIDENTIAL 3 DISTRICT ( ) - ^�-------, �. MULCH AT THE APPROXIMATE RATE OF NO MORE THAN 3 TONS PER ACRE. 15 s � A ZONE SS e 25 NO DISTURBANCE T LANDOWNER AND TOWN : 9 ANY CHANGES IN PLANT LOCATIONS OR TYPES SHALL BE APPROVED BY HE DEVELOPER, - - - IN FILTERA UNIT) ) I PRIOR TO INSTALLATION. I� PROPOSED 3,250 SF _ �n,, PLAN TO REMOVE VEGETATION, TREES ROCKS DEBRIS, ROOTS ` / _ � � 10 CLEAR AND GRUB TO LIMITS REQUIRED ON GRADING , 1 STORY BAN . REGULATIONS. A ,,, ., ETC. STUMPS SHALL BE REMOVED AND DISPOSED OF OFF SITE IN ACCORDANCE WITH STATE REGULA ONS. AFTER W DRIVE THRU O r - / .� CLEARING ROTOTILL STRIP AND STOCKPILE ALL ON SITE TOPSOIL FOR REUSE TO THE MAXIMUM EXTENT POSSIBLE. _ ,..• G f �. _ v CI 11 W, 4A n `1 1, �I , E,L _', tl 1U_A, _ . .. I ,. AVAI E FORA 4 DEPTH AND TOP DRESS WITH 2 OF I I .. _ ,� _ 11 FOR SEED & SOD AREAS USE EXISTING TOPSOIL, IF LABL , PROP. SOD ,, , .�: �, 1 ., , � {.. OR RE UTILIZED FROM _ g _ _ . ,, SCREENED TOPSOIL, UNLESS OTHERWISE NOTED ON PLAN. ALL LOAM OR TOPSOIL IMPORTED _ �. �TYP. ��.P„ ,,1,,._ �, �hA , ( O , II , .,. �,,. „•,- ., ON SITE SHALL BE TESTED AND AMENDED AS DIRECTED BY DEVELOPER TO MEET MINIMUM REQUIREMENTS, i .. , ,I ,. � 0 1 i • D.. / O , 7 r ,, _ GUARANTEED BY THE CONTRACTOR FOR ONE YEAR AFTER WRITTEN ACCEPTANCE OF THE „ 16 � 12) PLANTINGS SHALL BE RG _:__ DEVELOPER. \I- RG r�, ,.,,.•_, O O O O < . r � o�, © o E : t 11 •�- , WF 3A REV D � ( ) 13 SLOPES GREATER THAN 3:1 SHALL RECEIVE JUTE MESH OR WOOD EXCELSIOR MATTING NO MORE THAN 24 HOURS 1 JB rs .' WF 3A • � A INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. I , AFTER SEEDING. MATTING SHALL BE NS LLED 1 ,, )_':`.:_r` CI Are r' A IO 1'... PER I .i, , , r1 ,�,r,�l � , TRANSPLANTED ITEMS TO THE DIMENSIONS OUTLINED IN THE. NURSERY • } , �. .,_._ _ ., �.. � 14) THE CONTRACTOR SHALL DIG ROOT BALLS FOR © _, t rm ,,,,,. r u EP JB I , , . t,: 6 ® D C © STOCK SPECIFICATIONS MANUAL (SEE NOTE #1). I � _ OF { (.{)Pv1i"1»;OPd :!�,C;F.P\Ia ,a�, sii O O . 3 / " "", 20")9 15 THE CONTRACTOR SHALL TAKE EXTREME CAUTION TO MINIMIZE DAMAGE TO ROOT SYSTEMS DURING DIGGING AND - ;I 1 O P o p ® JB r j TRANSPLANTING. ROOT-BALLS OF TRANSPLANTS SHALL BE WRAPPED IN BURLAP (WHICH SHALL BE REMOVED UPON II: ,,,, �.,,,- O JB � � WF 2A (REV) ,,, WF 2A , SS t' sIG d- O O Q O -r }r-,,_-_.._: .,,_wF 1 A RE-PLANTING) AND KEPT MOIST. PA KII Iclm? 4 12 6 r r,; 16) EXPOSED SOILS SHALL BE SEEDED OR HAY MULCHED WITHIN 72 HOURS OF FINAL GRADING. L7 __ BN JB RG EP ., SS SS f :rs f �,` COORDINATED WITH APPLICABLE EPA NPDES ;;� �� , � 17) ALL WORK SHALL BE C SWPPP PERMIT WORK AS REQUIRED./ _...._.___ l a 1, \ .:. \.......,.-_ c�_.E-, vG��;�, , kt,�,„ , r�� raCT � , AC , \ -,., 18 THE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM TO PROVIDE COMPLETE COVERAGE OF ALL SEED AREAS AND L_ SIGN SHRUB BEDS WITHIN THE LEASE AREA. THE SYSTEM SHALL INCLUDE A TIMER AND SHALL BE INSTALLED IN i TE:.R -- 1 uCP � 1_�_II- ACCORDANCE WITH LOCAL CODES. - SSLW IN FILTERA UNIT —— _.._.k t, .m ------------ ----_-__---__ __ � GRAPHIC. ..SCALE PROP. 6 LOAM & til di 1 3i..9 HYDROSEED ALL 40 so 20 0 �o Zo r _- - o AREAS 11 __ DISTRUBED ,I.V.OJ, 18..,..3.E .Lr (TYP.) 54+00 53+00 51+00\ 50+00 ( IN FEET ) CHICKERING ROAD ROUTE 125 13 3 \ 1 inch = 20 ft. ..: I . T .- -----_�u_. E.PUBLIC 80 WIDE LAYOU -- — _-._ IMP 0P ..._._..__ — — — — — — — r — — — — — — — — „ — — —---------' ----- — ,5- 2 MISC. REVISIONS PER TOWN COMMENTS DRJ 4 15 19 STONEWALL DRJ 3 27 1 ADD S / /19 • �ifPv995.a.5 ,..,., _ r«1 nA NO.1 DESCRIPTION BY .DATE 1. P ,.,,, ,,.. ,ul - REVISIONS r-, LANDSCAPE PLAN LA , ASSE SSORS SORS MAP 46 LOT 4 t .- \_ 247 CHICKERING ROAD f NORTH ANDOVER MASSACHUSETTS 01845 PREPARED FOR. ENTE RPRISE BANK r 222 MERRIMACK STREET L OWELL MASSACHUSETTS 01852 ■ ■ 4 4 Stiles Road Suite One ❑ ❑_. OF •t � ire 03079 Salem New Hampshire , — p o � A= 60 3 89 3-0720 i . .OWNER OF RECORD- o DAVID R. � ENGINEERS PLANNERS ` x_ JORDAN m . .com ■ MHF Design Consultan ts, Inc. www.mhfdesign.com PARCEL ID o � 9 1 CIVIL J � MAP 46 LOT 4 No.34732 JKP REALTY TRUST - » > DRAWING NO. • SCALE. 1 20 DATE. MARCH 13 2019 D , 247 CHICKERING ROAD 4570SP.dwCI r DOPER NORTH A N , MA 01845 DRAWN BY. CHECKED BY. PROJECT N0. SHEET N0. E NN.Rim .. MA M BOOK 10665 PAGE 147 �1 Z � CPS DRJ 457019 8OF11 Copyright©2019 by MHF Design Consultants, Inc. All Rights Reserved. 16'-0" / 3 S" DEEP JOINT SEALANT J (COLOR TO MATCH CONCRETE) EXPANSION JOINT (TYP.) 6"X6" BEVELED CAP WITH � " 1 2" x 1 s X s 2" TRIM w2.sxw2.s / / WELDED WIRE FABRIC t T - CEMENT CONCRETE v _ " PAVEMENT (4,500 PSI) " d , v _ 1/4 WIDE X 1 DEEP 1 4 CAP RAIL v TOOLED CO T ° t v LED FIXTURE root CONTROL JOIN N (TYP.) v rT — �- - - SEE LIGHTING PLAN CAP END d �� M ETR C ( ) - p - d ISO I EDGE OF WALK AGAINST 1 4" RADIUS TYP. t p _ N.T.S. BUILDING OR LANDSCAPE ° p AREA r i 1 a 10 12 CU. YARD _ t 4 ��--� ��—�-. DUMPSTER (N.LC.) _ SEE SITE PLAN 5 SEE SITE PLAN _ t .. . .a. . . o o 1.12 MAX SLOPE (TYP) (MIN) -`jG — — n I— —°� p _ _ W ° C9 _ z \ z MIN .. M O p a.: . . / p \ 5 MIN. rn .. .. , ., ..• .•. . 8' HIGH WOODEN FENCE d . � T ' _t_ _ - W O (n COMPACTED CRUSHED � d ,� , -u 4 a SEE SITE PLAN � a - p • ( )L 9a O m e GRAVEL BASE oL ro " ALTERNATE. , A a O 1 2 PREFORMED EXPANSION , �•- �-- x _ / 8 HIGH MASONRY ENCLOSURE OR PVC MCI) � o POLE HT- 18 u DE D D � v _�' N O 1. SMOOTH ( N FORME )DOWEL(GRADE D 78 D.C. JOINT FILLER. t / \ ° WALK ALK m 78 LONG W/EXPANSION CAP. COAT CAP END OF DOWEL F. - W/GRAPHITE LUBRICANT, GREASE, OR WRAP W/TAR PAPER. t . . O UNDISTURBED SUBGRADE OR _ d 2! SIDEWALK NOTES. SUITABLE COMPACTED BACKFILL d p - I- � 2 . v _ _ d OR FIN. v \ i SEE WALK DETAILS FLUSH WITH PARKING LOT SURFACE GRADE 1. MAINTAIN 2 CLEARANCE TYP BETWEEN ALL v LO CONCRETE EDGES AND WIRE FABRIC OR DOWEL 2. CONTROL JOINTS TO BE LOCATED 5 FT. ON CENTER. CONC. FILLED PIPE 3. EXPANSION J T 25 FT. ON CENTER. BOLLARDS ACCESSIBLE PARKING RAMP • E AN ON DINTS 0 BE LOCATED O O CONCRETE . ao C NOT TO SCALE EMENT CONCRETE SIDEWALK O 7-3» HIGH, 2 8, WIDE METAL _ .. N s NOT To SCALE GATES W LATCHING HARDWARE/ 4„ SQ, STEEL POLE. FINISHED & PRIVACY SCREENING (FOR WOODEN FENCE ENCLOSURE PO ST TO MATCH FIXTURE ) EDGE OF WALK (AGAINST N.T.S. ALTERNATE: SIGN POST WITH LANDSCAPE OR BUILDING TYP. 2 O 8' HIGH, 5' WIDE METAL GATES W ACCESSIBILITY SYMBOL NOTE. _ CONCRETE FOUNDATION & TOOLED EXPANSION JOINT TO BE LATCHING HARDWARE & PRIVACY SCREENING (R7 S) & VAN ACCESSIBLE - FOR MASONRY ENCLOSURE PLACED s D.C. AND 1 2 niICIC ( ) (R7 8A) SIGN MOUNTED —�- f— REINFORCEMENT PER / - : • FABRIC EXPANSION JOINT 20 O.C. BELOW. 4 LB/FT U MANUFACTURER'S CHANNEL SIGN �� , „ a CONCR CLASS B PORILAND CEMENT _ _ •• RECOMMENDATION (GALVANIZED) BASE HT 2 O y CONCRETE PAVEMENT FACE OF MONOLITHIC 1 1 4" NUT AND DUMPSTER ENCLOSURE CONCRETE SIDEWALK / LOCK WASHER WIRE MESH REINFORCEMENT OR CURB a (MIN. SPACING 6 x8-W2.902.9) NOT TO SCALE EDGE OF RAMP _ TO BE FLUSH 18 MACHINE 0 r� WITH PARKING SCREW OR BOLT b b o LOT SURFACE — > : �. .. m 4" PAINTED STRIPING- LOT 3 1/2" >�• �� •_ COMPACTED CRUSHED ASPHALT PAVEMENT 1 8 O.C. AT 45 GRAVEL e , IN FRONT OF RAMP a MOUNTING CRUSHED POST SECTION N.T.S. "<. o GRAVEL ITEM N.T.S STANDARD PARKING rn 1 „ LOT OR ROADWAY I 12 s 1. sEcnoN (SEE DETAIL f` B RUN � ) NOTE. THE ACCESSIBLE BANK til 1 / GRAVEL ITEM LIGHT FIXTURE DETAIL PARKING STALLS AND rn �\\ \ \ \ \ \ \ AISLE SHALL NOT / / / ,o � A 2X SLOP NATIONAL STANDARD NOT TO SCALE \ \ \ .,. EXCEED E \ \ \ \ �/ CONC. FILLED PIPE DIRECTION ACCESSIBILITY SYMBOL ,/i / / / / / / 2 o TYP. 1-0 TYP. IN ANY D " " " / / / / /\ 96 96 MIN 96 ,\ \ PAINTED ENT. COP ,. NTE ON PAVEMENT. \ \ \ COMPACTED SUBGRADE / /\i� 42 MIN. f T T l / �/ PER A.D.A. BLUE BACKGROUND a WITH WHITE GRAPHIC SURFACE TREATMENT MONOLITHIC CURB SIDEWALK o SEE PLANS - .ACCESSIBLE PARKING STALLS NOT TO SCALE V NOT TO SCALE :•';:. `'s.`:' :>. .'• ;. x" N V L " 2-0 TYP. a 11-01,TYP. 42" MIN. a av PAVEMENT MARKINGS T BE s ALL P T GS 0 - WHITE PAVEMENT PAINT UNLESS a a , a a STATED OTHERWISE. a a as s T TEMPORARY BIKE ("� 24" A-CON _ /3000 PSI — S PAVEMENT RACK AVAILABLE IN CEMENT CONCRETE ON—SITE GROUND OR SURFACE MARKING DETAILS _ u DIAMOND PATCH BOLLARD DETAIL EDGE OF PAVEMENT MOUNT STYLES: NOT TO SCALE �� 0 0 CALF OF2 - 38 NOT S CONSTRUCTED { O.D. SCHEDULE 4 GALVANIZED PIPE:. — - BIT. CONC. S R UNLESS OTHERWISE , CENTERLINE TERLI E REVEAL, FIN ISH DER COATED I Z POW _ . .WEARING COURSE 1 1 2 INCH BIT. CONC. NOTED ON PLANS 2 1/2 INCH BIT. CONC. AVAILABLE IN BLACK, WEARING COURSE GRANITE CURB BINDER COURSE M.H.D ( TYPE 1-1) O GREEN, M.H.D (TYPE 1-1) BROWN,U1tN, G E ,BLUE,. D RED EDGE OF PAVEMENT BIT. CONC. AN . FINISH GRADE-SEE SITE PLAN BINDER COURSE MATCH EXISTING PAVEMENT THICKNESS OR 1 o _ » oe 8 0 1 2 THICK M.H.D. WEARING COURSE MIN. -RED U / (MIN.) o00 INFA S RFACE e o o c 8 e0 o o OF ROADWAY AT 3,000 PSI CONCRETE .. 0 30 SF SIGN ON SAWCUT BACKFlLL FROM BOTTOM 8 MATCH EXISTING PAVEMENT THICKNESS OR 3 1 2 a 10-0 / � . :• 36 SF BASE OF CURB TO TOP OF .. 0 8g THICK M.H.D. OURSE MIN. t.H.D. BASE .. 47 14 1 BINDER COURSE .. o 8 oa eo APPLIED WHITE LETTERS TYP 8 TYP. 8 THICK ASPHALT CRUSHED o og a �6 t ij8� _ CUT CUT BACK GRAVEL BASE o0o c o0000 M.H.D 4 CRUSHED APPLIED GOLD LOGO Ater rise Bank BASE COURSE o e o e p -' " BACK GRAVEL BASE r� 6 THICK BANK SOLID GREEN PANEL RUN GRAVEL SO D GRAVEL 0 M.H.D PRECAST STONE CAP - 34 EF" 10 GRAVEL COMPACED SUBGRADE j--� R i0 247 CHICKERING ROAD = 0 VERTICAL GRANITE sa BRICK BASE m _ p CURB SECTION ON—SITE ON SITE PAVEMENT SECTION TRENCH NOT TO SCALE NOT TO SCALE NOTES: TYPICAL PAVEMENT BLACK. N 1. BIKE RACK COLOR TO BE POWDER COATED 12'-0" -. REPAIR DETAIL 2. BIKE RACK TO BE INSTALLED ON A 5 WIDE X 10 LONG LEVEL NOT TO SCALE CONCRETE PAD. 9 CAPA CITY WAVE BIKE RACK DETAIL MO NUMENT SIGN DETAIL NOT TO SCALE NOT TO SCALE 2 PIECES OF REINFORCED SAUCER HOS E SE '!R^"....:.:••:,. LIMIT OF TREE PIT LIMIT OF TREE BALL :. E DETAILS FROM SHEET 10 CMT 4 15 19 :. :. 1 ADD LANDSCAPE DESCRIPTION BY DATE N0. R NO. 10 GAUGE GALVIN- • B & B - CUT & IZED WIRE TWISTED AND 2 8 .WOOD STAKES REVISIONS PLAN BARK ATTACHED I REMOVE BURLAP FROM ENDS KNOCKED INTO STAKES. CONTAINER - REMOVE -_ THIN BRANCHES AND � TOP HALF OF ROOT NOT TO SCALE Y"^ ' TAKE GUY WIRE & HOSE OVER FOLIAGE BY 1 3 CONTAINER, PROTECTING ROOT t''"""`�''"'"*'", FIRST SET WI BRANCHES. / BALL & GENTLY COMB _ RETAINING NATURAL BALL. BUTTERFLY WITH SHARP e-%X ' � DETAIL SHEET r SHAPE. NEVER CUT INSTRUMENT AND GENTLY COMB OUT ROOTS -,. THIN BRANCHES AND .::: CUT & REMOVE BURLAP INSTRUME CENTRAL LEADER. • OUT ROOTS •.,,, FOLIAGE BY 1 3 FROM TOP HALF OF ROOT ... G NATURAL RETAINING "''" , :;r:;:. .. .. ,..:.:..:: BALL& GENTLY COMB ` "• a WOOD STAKE 2 xa r^ ASSESSORS MAP 46 LOT 4 .:3%''•''•' ( 3 16 CABLE GUY WIRE ^'� PRUNE OUT ALL DEAD ,...., SHAPE. NEVER CUT / OUT ROOTS " ::i:a;;:S;:: MIN. DRIVE IN MINIMUM „ " CENTRAL LEADER. :.:;.:,::;::: ) �\� \ 3 AGGREGRATE GREY �'"'"" -� TIPS, CROSSING _ w/ s 1/2 GALV. TURNBUCKLES ,,��.,, „�,� 247 CHICKERING ROAD OF 3 BELOW FINISHED / SHED 8 WOOD STAKE 2 X3 MIN. GRAVEL WITH WEED BARRIER `�' BRANCHES AND SUCKER � � ,r r� ...._ GRADE. ur o tl .� ANDOVER MASSACHUSETTS 01845 .- D C OFF EXCESS _ DRIVE IN MINIMUM OF 3 AND LANDSCAPE RING 5 �'"" . GROWTH NORTH � BURLAP TREE WRAP SO STAKES ARE AT SAME 3 AGGREGRATE GREY GRAVEL WITH WEED BARRIER BELOW FINISHED GRADE. CUT DIA. IN GRASS SOD AREAS PREPARED FOR: TIED EVERY 12 WITH HEIGHT. ) ( / ' OFF EXCESS SO STAKES ARE NATURAL JUTE. AND LANDSCAPE RING (5 ONLY.) . ,. AT SAME HEIGHT.. — ..:.:..« . .,....... � 3" SAUCER DIA. IN GRASS SOD AREAS EXISTING " ENTERPRISE BANK CUT & REMOVE BURLAP ) ( / » � 6 SCREENED TOPSOIL 6 SAUCER GRADE W 3 AGGREGRATE GREY GRAVEL FROM TOP HALF OF ROOT ONLY.) EXISTING GRADE 222 MERRIMACK STREET „ a FOR LAWN WITH WEED BARRIER AND BALL & GENTLY COMB W 6 SCREENED TOPSOIL WELL M SSACHUS S 852 ' � . FOR LAWN TOPSOIL MIX (SEE PLAN) LO A ETT O1 .. LANDSCAPE RING (5 DIA.) OUT ROOTS � IN GRASS/SOD AREAS ONLY. TOPSOIL MIX 6" SAUCER COMPACTED TOPSOIL MIX .- EXISTING GRADE �, » COMPACTED TOPSOIL MIX COMPACTED (6 MINIMUM) W 6 SCREENED TOPSOIL (6 MINIMUM) �. SUBGRADE �� 44 Stiles Road, Suite One FOR LAWN Ir > EXISTING SUBGRADE HOF PIT WIDTH t * . s� Salem, New Hampshire 03079 TOPSOIL MIX TREE PIT WIDni P r 9 _ TWICE THE DIAMETER TWICE THE DIAMETER � � � � � � 603 893 0720 COMPACTED TOPSOIL MIX s� „ OF ROOT BALL OF ROOT BALL O G s MINIMUM DAViD R. u► — ENGINEERS a PLANNERS • SURVEYORS ,._ SECTION/ELEVATION m 0 JORDAN ■ EXISTING SUBGRADE www.mhfdosign.com TYPICAL SHRUB PLANTING O � MHF Design Consultants, Inc. 9 TREE PIT WIDTH p CIVIL co TWICE THE DIAMETER TYPICAL EVERGREEN TREE PLANTING No.34732 OF ROOT BALL NOT TO SCALE SECTION ELEVATION NOT TO SCALE 'p p F DRAWING N0. SCALE. 1 =20 DATE. MARCH 13 2019 4570DET.dw TYPICAL THEE PLANTING DRAWN BY: CHECKED BY: SHEET N0. CHE PROJECT N0. .. NOT TO SCALE 42 9 0 1 DRJ 457019 F 1 CPS Copyright©2019 by MHF Design Consultants, Inc. Al Rights Reserved. +-..VAULT LENGTH.^-"- .CROSS COUNTRY STREET LOAM AREA PAVED AREA EXISTING PAVEMENT VAULT LENGTH: 4" LOAM & SEED ' _ CROSS COUNTRY STREET SEE NOTES 1&2 -2'MIN. CUTBACK e NoERaRAiN o r------��------ „ . . . t 4" LOAM & SEED w I- ,....;. rriirrriirrrrirr RESURFACE AS SPECIFIED ` ` . . . . . . - B ---------�'-..--- --= B. I' w z .. � .. ', riirrrrirrrrirrr 4 COMPACTED . \ � � \ � � .� ` ` \ � `\ � ` \ � r t G J' r�r .--. G � o '.'o'.::::6:.'0 ..a'Q..:. LOAM & SEED G I^ o.0.... ...... . ... e. •D } W o..o. .tl'...a.. GRAVEL ROAD BASE AS 4. O. a B p �.' ........4$ ...... o a. a �a x z RESURFACE AS 0 4 D.rn b 0 W. .. ........ oR O CRUSHED GRAVEL y- _ . L wo H pQ.•• o...A..°.. ..o. o0o PECIFIED 40CQ• ODao 4 {� SPECIFIED UNPAVED PAVED cJ c c SDP 35 COUPLING n_ � 4 u p w a p :•.....;..:.rb.�..... GRAVEL ROAD 7 L :CfiS7 WT4#RECAS €> 0 (� o D r 0 PAVING&SUBBASE o .. -'f t i BASE AS . 0 .AULrtinALL --- 0 ................... o \ 0 0 r Q 0 � I p0 fl0 MOUND BACKFILL MATERIAL �\\ Oo � � __ I y, 0 SPECIFIED fin/ P. O s 0 V GRAVEL z otRRlcA�wN �' ---- --=-= p p EXISTING OR �/ � BvpAss a �r -+ c • PORT, Y _..l O FINISHED _ � \ .0. cuR6 ,, p z r � 0 r r conT-'. NO B. EGH \\_ z � SUITABLE BACKFILL ) \ 0 GRADE O t , 0 O / 1 0 TED AS r. / / / / / / \ COMPACTED PLAN VIEW w _ r 0 7(MIN1 \ .. PLAN VIEW' , . - , p o ` SPECIFIED > > �0: _ - N BACKFILL MATERIA TO 8E m 4, Fi#2 TOP GRATE-195.10 FT#1 TOP GRATE-195.90 ,p3 MINIMUMn v/ � .0 CTED I 0 COMPA N 12 LIFTS\ b COMMON FlLL ./ z \ \ - . 0. / z\ Q / QMATERIAL \ O PLANT PROVIDEO BY CONTEGHx / � 2 STYROFOAM RIGID \ROADWAY BACKFILL000 : 6,;, 0 BACKFILL INSULATION DOW O iREEfkAMEAADGRA.E ..... - .- 0( ,LLEAN our rRnME AND OVERFLOW PIPE SHALL CONFORM TO 00 .0 v, _ z<, srN,O.OPSLAB MATERIAL TO BE � � LUEBOARD OR APPROVED covER cns 1n7c roP sLAs DING PLAN - _\ .yr/. / STANDARD SPECS. (SEE GRA FQR ,�*, ,_ COMPACTED IN EQUAL) 7oPs.As - ELEVATIONS) TYP NOTE. CONTRACTOR SHOULD CONFIRM SYSTEM PARTS 00NON-METALLICkYP (NOT BY ONTECR i.., 00 02.5s /,, 0 12 LIFTS o (NOT AND OBTAIN SHOP DRAWINGS FROM o ,, WARNING TAPE t ) _- 0 Obp U 12 MIN. co 0 M ....- .. 4.MNL r-.:SEE FILTERRA�rI. { - r i- MANUFACTURER PRIOR TO CONSTRUCTION. ;, o o pop „ a '.tER'NtFLUk44ECUR6 INLET 4. - .. . 12 MIN. -o :'r oETAIrsHEE7 =-o .. c� SAND BLANKET yr s, yr c .......... ................ - SAND ._ o ._ CUSHION MIN.. . ... ..... . ....... 12. ........ ................ .. ...... \ O . TE LUME w to ......... .......... ..... ....... 12 MIN. 12 MIN. 4w 4w MAGNETIC „ ... / I aJ l:. .. TRAY a ..,.... m z TRACING TAPE D.. .. -, :.•• .. . '•. AND BEDDING - - ., . ...,:.v...:.,: _3"MUL(H LAYEtZ .:::...,,..:. - z ... jr _ ..... .. ...,... . ...... .. WITHIN SAND .. ..' . Fr ovloED BY coNTECH MATERIAL .........:...:•.-::::::; .•. / J CRUSHED STONE 0 SCREENED GRAVEL .•.- + : . :. .. , ., . .._. ., .,. . . z S N R -o I _ I BEDDING : z 0 0 BEDDING MATERIAL CRUSHED ,. .� .:�:.�..�:.... .... :..�: , .:SCR 35 C)UTL�7 ,.- . ............. o „ BEDDING FOR FULL WIDTH OF THE 21 nISERRAMEtNA>_arE!R .. 12 MI . N \ 0 .......... ........ r W 0 - '\r .::.. .- � STONE 1 2 TO 3 4 crtuei:INcvAsiiNTo...... ... c .:.:::.. \ O ( ) VPASSI PP.,OVKtED$V CONTECH r ,.,.:.. . w � TRENCH UP TO SPRING LINE OF PIPE e X. 0/ 0 „ TREcasrvAULrw : m UNDERDRAIN FLOWKIY. ., O O 4"t1NGE�,ORnWSTONB LAYER 6 BELOW PIPE IN EARTH � \ w\ CONDUIT PER UTILITY 0 GRAVITY SEWER OR FORCE „ \ \ \ OQ 0 UNDISTURBED PRcvloEDt3YcoN7Ec WATER F 0 (�� - 12 BELOW PIPE IN LEDGE a 6�uNDEaoRAIN PlzawjDEbBYeaNTecH r /,\/ /.\/.1/ \ O 0 t+ 0 0 MAIN AS SHOWN ON PLANS ;= •• ••• P SPECIFICATIONS / OO `�U SOIL {V4RIES:BA SIZE) PIPE A$ /•...'/_ ___ O O O COOo O OUTLET PIPE (SEE GRADING .. ... . 1' 0 p BAY SIZE) SECTION B-B SECTION C-C ,,,.,, '. . . ' •:,'; I_;. PRIMARY ELECTRIC Q Q _ PLAN FOR ELEVATIONS) - TYP SPECIFIED EXCAVATE WHERE THRUST ON PLAN ••. ..: :• ' {IF READ) SHEETING A / �; ;.:•.. ..•:,• - - �\ BLOCKS ARE LOCATED ROCK REQUIRED \\. \ \ \ - SECONDARY ELECTRIC Q \� .\�r\\ ..• • •. •. ... .- . .'. I - I 1 • •.„ " . 3 -0 MAX. 3-o" MAX. g TELEPHONE ( ) � A r ... . . •. .. .,..-,.-,E SQUARE CUR LET `•c :•. . .. . .. - , _ FTIBC SHORT SIDE CURB INLET FTIBC BIN _ CABLEVISION If IN EARTH IN BEDROCK SHEETING AS :,• : ' L1. NOTES: T- DE REQUIRED r, - •. MAX MAX: UNDER TREE MAX_ MAX. UNDER- TREE' /,i , X, MEDIA: VAULT MEDIA: VAULT r f r ,. _-. I -I -...- EXCAVATE AS .\ 1. I I DRAIN ,. - - _ BYPASS I _ D I ,AVAIL- O TL SS DRAIN G T BYPASS G ,� : OPENING REGULATIONS. I I U ET/ RATE:'. :AVAIL OUTLET/1 RATE'. � r , ,, I 1.) PAVEMENT REPAIR IN EXISTING ROADWAYS:SHALL CONFORM TO STREET OPE � DESIGNATION SAY SIZE DESIGNATION BAY SIZE REQUIRED , F DA-' PPED LOIN PIPE I W I lA.ABILITY 8YPA55 CITY.& ABILITY BYPASS FLOW QTY.& DEPTH FOR BITUMINOUS PAVEMENT SHALL BE EQUAL TO EXISTING PAVEMENT WITH 3 MINIMUM. c I „ IZE ,tW X6 SIZE Lx,4V} IN EARTH IN BEDROCK WHERE THRUST , )f F , P RF ( PERF (1 WEARING, 2 BASE). t ..PIPE DlA: (G S} ( E � SIZE PIPE C3IA. (CFS) ( ) $IZE BLOCKS ARE UTILITY TRENCH FTIBCOa06 NfA CR x6 4x6.. .}.6.SDR.3a 1:69 4 SDR 33 t) r716C040a '. ALL: 4x4 4.Ct b SOft35 7.42. 4 SDR35 (i131xS FT 1 LOCATED 2. NEW ROADWAY CONSTRUCTION SHALL CONFORM TO DPW SPECIFICATIONS. F�16C44065_. GA ONLY 4x6a 4x6.5:.: 8 SDR35 1,63 4"SJR 3`u 1}3 x3 : Fi1SG0o08, ALL :6x6: 6.0. $SDR3S 1:89', d.SDR NOT TO SCALE L ( 'o n n NIA.. N7As NOT AVAILABLE ILATL 3. IN LIEU OF THE 12 GRAVEL COURSE AND 9 OF CRUSHED GRAVEL 18 OF CRUSHED GRAVEL FTlscaeoa zxA axa 's-sDR 35 1.69 s•sDR35 (1)3'x3^- OR RECLAIMED STABILIZED BASE MAY BE USED AS A BASE FOR THE PAVEMENT REPAIR. hONLYI FTISCOd507k b5 x 7.k9 -4.5 x 7.63 8 SOR.3a. L89 4•SDR 35 : (1)3'x 3'; QNLv � TYPICAL TRENCH SECTION 4. MATERIAL SHALL BE REPLACED IN KIND WHENEVER POSSIBLE. w TYPICAL TRENCH SECTION ) LA FT1BC0608 ALL BkB_ _ 6a8 1 IC SDR35 2.37 4 SdR35 (1 4 x4 FT#2 > FT- 1 ALL .F_ 1 ,a- 5 1 4 x4 FOR WATER SERVICE ISCo6 0 6 0 6x 0 'SiR35 _. .2.37 GIs 3, t 7 5.) A MINIMUM 2 CUTBACK IS REQUIRED AT THE TOP OF THE TRENCH WALL , F716C08t2 ALL:... 8x 42 6x,2 I.10,SDR3a 2.37. &SCR 3a .. {2}4..x.4 FORS IT SEWER VICE R UNDISTURBED ____� �� _. NOT TO SALE SANITARY SE SERVICE OVER ED MATERIAL. --- FTI8C0713. .ALL 7x!? I Yx13 10`SOR:3� 2.07 8'SDR35 (2)4'x4' `.N1MN07 AVAILABLE WITH SS 6 LE THAN OF COVER ,. ... v .vA A J .ac,n.J: .A cas bMv�:u,y Imx.f. M .u'. , Y.. rMk 4:Vwmx ar:.u, tar: .,.,..a:,".-.. ..>.. : M. as4,:o .« ,Itv..zm. ,v .. .,vnr k a.GY'Na.c..l -wmiyrwvrv•.�t Wmsa,lwx.., t r1,1.v+ l VrmWn Ws. .aa:1�N.e.ae O itt cr.f. ..a,awsx ai lr. TYPIC SEWER TRENCH DETAIL ,r - .- :,r.,•,.,x e..a,e.1."e•.�-.�..::...,,.�,...�.xe. a.,«..w«w.�..x. -.,...,.M,.,W„r. ,•rrm<„.�,,aa•..r-.�...,r,�,,,.•i-,,,.„..n,�.w,,,,r„-.. NOT TO SCALE NOT TO SCALE _ E H � sownil 1=1LTEF21�A INTERNAL BYPASS CURB( I } fl[terr ��I��I� u=r mDr,SA.400,SV tC CONFIGURATION DETAIL .:..:. . .. .... ...�_„ `%,zscema'Pidntaw.sdes�:uvesrrnHsler;oi+asa�- GON�I _ aOQ{i3C-1122 51'.:•Ci:irwow.: 513-646.7993FAX FILTERRA UNIT DETAIL OR APPROVED EQUAL)Q SET TO FINISH { ) GATE BOX GROUND NOT TO SCALE COVER LEVEL SEE DROP STYLE CURB LINE COVER IN DETAIL A-9 SC-310 TECHNICAL SPECIFICATION NTs PROPERTY 4 C.I. CLEANOUT BODY W FEMALE THREAD OWNERS LOT FINISH GRADE & BRASS CLEANOUT PLUG W MALE THREAD LIMIT OF RETAP INLET PIPE FROM � 9 SERVICE BOX & ROD LINE OR 0 FRAME & OVER USE COUNTERSUNK BRASS PLUG IN PAVED AREAS W COUPLING ( ) CORPORATION FOUNDTION UNDERGROUND - H 20 LOADING .� �. .� .� 7.5 STOP AS SPECIFIED " SYSTEM TO - 90.7 (2304 mm)ACTUAL LENGTH 85.4 (2169 mm}INSTALLED LENGTH BITUMINOUS OR CONCRETE " 1 2 COURSES OF RED BRICK OR 6.25 OUTLET CONTROL PAVEMENT E ENT SURFACE (TYP ) GRADE RINGS 6"MIN 12"MAX MAY I r PIP STRUCTURE ( ) _ .. ...: _ SERVICEE G�BUILD ROW IN THIS DIRECTION RIM ELEV.- R RA ADJUSTMENTS -I I r; .,:,. _ „ SEE TABLE BE USED FOR GRADE ;.,. 4 PVC TO C.I. FERNCO COUPLING FRAME TO BE SET IN FULL BED OF I ..•;' :. I OR APPROVED EQUAL) - I - { 6 MIN.- MORTAR j I 8„+ ,.;. -6" MIN. - „ 3 TYP. 8 TOP SLAB WITH _ .1% _ START END a..•. :: I I- 4 45 BEND H-20 LOADING 4" PVC SDR35 STANDPIPE- 24" OPEN 00 " OVERLAP H . : OPEN TOP (WEIR) = - 4%4" OR 6"x4" WYE CURB STOP ACCEPTS 4 (100 mm)SCH 40 PVC OV CAMBER HERE ;. FOR FRAME SG COVER �� , , l ) Z _ PIPE FOR INSPECTION PORT.FOR (OVER SMALL CORRUGATION) .< V, = SEE 'ABLE - '.n ' STANDARD GATE BOX - ,. ELEV. C SCREENED SAND PIPE SIZES LARGER THAN (100 mm) D - - „ 4 6 OR 8 PVC SDR35 STAINELSS STEEL STRAP , TOP WITH COVER up rot sERrATEE ASTM C33 _II -� _ 0 (250 mm)USE IN d- - CONNECTION CENTERED ON ORIFICE #B O J `^ & HARDWARE TYP. SEE TOP DETAIL IN w •• . ROGATION _ .: - - - .... , CHAMBER CREST CORRUGATION I V E - .. _ I � N SEE TABLE � ,. - - - - - - - - - - - DETAIL A 9 . .. CRUSHED STONE OR SCREENED III III III III � � II .. _ TYPICAL SERVICE CONNECTION •- ADS HOOD FLOW CONTROL TEE -. - ..-.-,... .. ... •... ... : . -••.-.. - RA BEDDING FOR FULL. : . .. GRAVEL o OR APPROVED EQUAL) :•. .,. .. WIDTH OF TRENCH UP TO SPRING T NOT TO SCALE ( Q ) 12 MIN. STANDARD SERVICE BOX - �•�.:'' .• •.',' �'.:•::•. ,... �'' •': `� '' �''.�'•• : � �� n •,.`- `'' ' LINE OF PIPE 6" BELOW PIPE IN SEE P.W.W. TECHNICAL EARTH 12 BELOW PIPE IN (396 mm) (4os mm) �- FLOW , SPECIFICATIONS _ OUTLET PIPE PER PLAN - � LLB! LEDGE .. INV - SEE TABLE 9.9I 45 0 - - - - - - - - - - - - - - INLET PIPE .. - - -+++-+ +- + - -11 ++-++1-+++-+++- +-+++-++ 1 F- f- --I 251 mm I� 1 6 mm 864 mm ( ) (1s ) ( ) INV = SEE TABLE ,.. DRILLED NOTES. NOMINAL CHAMBER SPECIFICATIONS STANDARD FOOT PIECE. ; 1. PRECAST CONCRETE MAN HOLE 00 ., „ w : a. „ CHAMB RSTORATALLEDLENGTH) 34.7 CUBIC FEET (864mmX406mmX2169mm) ... ORIFICE #A._ FOR 1 CURB STOPS INSERTA TEE DETAIL cHAMBERsroRAGE to CUBIC FEET o.azm= N > AS MANUFCTURED BY SUPERIOR NTs .7 t Q INV.=SEE TABLE MINIMUM 31.0 CUBIC FEET (o.88m') 0] '•; :•' CONCRETE R APPROVED EQUAL. DO NOT INSTALL35.0U7 E O ,. WEIGHT Ibs (,6.6 kg, TYPICAL SEWER SERVICE CLEANOUT xm INSERTA-TEE AT ; , :'. .%:'% � 2. CONCRETE: 4,000 PSI AFTER 28 ri,,....;r.x,... .+..e,... .• }.. ay...... CHAMBER JOINTS ,i t:.• O ' 'e ASSUMES6 (152 mm)ABOVE,BELOW,AND BETWEEN CHAMBERS .-. ... NOT TO SCALD �' I♦t<yt'-•x?•: r}:h 17.h�.1 x,.x.,.r•t p,..t}.;`ti•,ire.,, r.•z =�•..,,r., :,.,,,�...r.«•4,, ,fir; ADS END PLUG A N ., ,. 3. REINFORCING: H-20 LOADING, 4 ' CO .. .. .. NOTE . .. .. X 4 4 X 4 W.W.M. SLAB TOP 2.75 CONVEYANCE PIPE - ON ::' -. . .. -NO. 5'S O 8" O.C. ALL MATERIALS AND INSTALLATION MATERIAL MAY VARY A A .. . ., a......v.�....v...•...v.....,v...., C HDPE ETC. , . SHIPLAP JOINTS SEALED W 1 PROCEDURESWILL CONFORM TO F 1 BA 2 GRAVEL SE BUTYL D.P.W. TECHNICAL SPECIFICATIONS. 2.5 ,, STRIP OF 1 DIA BU L RUBBER L 1 5 5 0 LD. 5 SEALANT. 5. EACH CASTING TO HAVE LIFTING SECTION C G INSERTA TEE A B ° HOLES CAST IN. STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" - - 6. LENGTH A DIAMETER OF TEE CONNECTION „„ G AND D INSERTA TEE TO BE STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH T IX INSTALLED, CENTERED : wsrALL VARIES WITH PIPE. COMPACTED CRUSHED SERVICE BOX INSTALLATION OVER CORRUGATION PART# STUB A B C ., STONE TO BE PLACED SC310EPE06Tl SC310EPE06TPC .8 ( ) `PROP. HOPE , PLACE ADS GEOSYNTHETICS S,WOVEN 6 150 mm 9.6 244 mm ___ GEOTEXTILE(CENTERED ON INSERTA-TEE - SECTION A-A SIDE VIEW SC310EPE068/SC310EPEO66PC 0.5 (13 mm) BETWEEN SIDES OF " 5,.k9 mm _ DRAIN LINE INLET)OVER BEDDING STONE FOR SCOUR SC310EPE08T/SC310EPE08TPC 3. ( ) MAIN TRENCH IN PAVEMENT OUTLET CONTROL STRUCTURE TABLE - PROTECTION AT SIDE INLET CONNECTIONS. SC310EPE086/SC3,OEPE08BPC 8 (200 mm) 11.9 (302 mm) 0.6"(15 mm) 6 : GEOTEXTILE MUST EXTEND 6"(150 ml SC310EPE10T/SC310EPE10TPC 1.4"(36 mm) --- NOT TO SCALE MAX DIAMETER OF HEIGHT FROM BASE OF 101, m 12.7 323 mm TOP OF COMPACTED PAST CHAMBER FOOT CHAMBER (250 m ) ( ) INSERTA TEE CHAMBER(X) SC310EPE10B/SC310EPE106PC --- 0.7"(18 mm) OCS RIM ORIFICE SIZE IN. ELEV. INV.IN SIZE INV.IN ELEV INV.OUT SIZE INV.OUT ELEV c o PRING LINE SC310EPE12B 12"(300 mm) 13.5"(343 mm) --- 0.9"(23 mm) ( ) ( ) ( ) ( ) ( ) : CRUSHED STONE ' SC-310 6"(150 mm) 4"(100 mm) RA " ALL STUBS,EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF. _ CRADLE OR SADDLE SC-740 10"(250 mm) 4 (100 mm) THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP.FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT A OC-780 10"(250 mm) 4"(100 mm) 1-888-892-2694. _ - " 192.58 " 190.10 1 1 #1 195.5 B 12 12 1 1 MC-3500 12"t300 mm) 6,.(150 mm) � Z � : „ ,. FOR THE SC310EPE12B THE 12"300 mm STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25"6 mm. " C-4500 12 300 a 8 200 mm ( ) ( ) C 12 .DIA. 193.45 1 TOP OF PROP. NOTE, M ( ) ( ) BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL �1 o�i 0o • o°$e PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. INSERTA TEE FITTINGS AVAILABLE FOR SDR 26,SDR 35,SCH 40 IPS o o N o , WATERLINE (PIPE °o d ` STORM,C-900 OR DUCTILE I ON o o CONTACT STORMTECH FOR MORE INFORMATION. GASKETED&SOLVENT WELD N 12 HP S R S o o . : NOTE.ALL DIMENSION ARE NOMINAL o0 0 0 00 . SIZE VARIES) oaoro o� o?000�o° do ACCEPTABLE FILL MATERIALS: STORMTECH - T S O MTECH SC 310 CHAMBER SYSTEMS E ENTIRE ISOLATOR ROW WITH ADS / : COVER E � Tip R T �r AASHTO MATERIAL COMPACTION DENSITY /EEC //y�O( / C U C T/C PIPE CROSSING DETAIL MATERIAL LOCATION DESCRIPTION GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE PRECAST CYNCRETE OUTLET CONTROL STRUCTURE TORE . CLASSIFICATIONS REQUIREMENT S'(1.5 m}MIN WIDE FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS NOT TO SCALE FROM THE TOP OF THE C LAYER TO THE BOTTOM ANY SOI VROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. UNDERGROUND SYSTEMS OCS FOR DER UND MS D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK P OR PAVEMENT PAVED INSTALLATIONS A HAVE STRINGENT (,� E PLANS F N/A MAY A GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. STORMTECH HIGHLY RECOMMENDS SC-310 CHAMBER - - OPTIONAL INSPECTION PORT �.. MAY BE PART OF THE'D'LAYER G REC NOT TO SCALE FLEXSTORM PURE INSERTS IN ANY UPSTREAM BEGIN COMPACTIONS AFTER 12"(300 mm)OF STRUCTURES WITH OPEN GRATES - - - - AASHTO M1451 MATERIAL OVER THE CHAMBERS IS REACHED. :1r••<' �.,•,•• - ti INITIAL FILL.FILL MATERIAL FOR LAYER'C' GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35/0 COMPACT ADDITIONAL LAYERS IN 6(150 mm)MAX STARTS LIFTS TO A MIN.95%PROCTOR DENSITY FOR t� R S FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. O _ C OR WELL GRADED MATERIAL AND 95%RELATIVE -STONE(B LAYER)TO 18(450 mm)ABOVE THE „._... SC-310 END CAP TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU 1 DENSITY FOR PROCESSED AGGREGATE . AASHTO M43 SUBBASE MAY BE A PART OF THE C LAYER. OF THIS LAYER. MATERIALS.ROLLER GROSS VEHICLE WEIGHT , 3,357,4,467,5,SQ 57,6,67,68,7,78,8,89, -Ct NOT TO EXCEED 12,000 Ibs(53 kN).DYNAMIC : r 9,10 FORCE NOT TO EXCEED 20,000 Ibs 89 kN. EMBEDMENT STONE.FILL SURROUNDING THE , CATCH BASIN - t CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43 B CHAMBERS FROM THE FOUNDATION STONE('A' NO COMPACTION REQUIRED. OR LAYER)TO THE'C'LAYER ABOVE. DISTRIBUTION BETWEEN 3/4-2 INCH(ZOSO mm) 3,357,4,467,5,56,57 MANHOLE FOUNDATION STONE:FILL BELOW CHAMBERS CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M431 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT ` A FROM THE SUBGRADE.UP TO THE FOOT(BOTTOM) SUMP DEPTH TBD BY - OF THE CHAMBER. DISTRIBUTION BETWEEN 3/421NCH(2050 mm) 3,357,4,467,5,56,57 - SURFACE." SITE DESIGN ENGINEER . ! (24"[600 mm1 MIN RECOMMENDED) - ` PLEASE NOTE: 12"(300 mm)HOPE ACCESS PIPE REQUIRED TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN .„ - AP GEOTEXTILE BETWEEN FOUNDATION AND CHAMBERS 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE STATE. CLEAN CRUSHED, USE FACTORY PRE FABRICATED END CON STONE L J. ANGULAR NO.4(AASHTO M43)STONE". PART#:SC310EPE12B 4'(1.2 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS - 2. STORMTECH COMPACTIONREQUIREMENTS A ATION MATERIALS AN M REQ RE MET FOR A LOG M R ALS WHEN PLACED D COMPACTED IN 6(150 mrn)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.WHE RE HERE INFILTRATION SURFACES MAY N COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS A FLAT SURFACE MAY BE ACHIEVED BY FAKING OR DRAGGING WITHOUT COMPACTION _.T. ISOLATOR ROW DETAIL 1 MISC. REVISIONS PER TOWN COMMENTS DRJ 4 15 19 EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. SC-31 O ISO O O IL / •,.� NITS NO. DESCRIPTION BY DATE ,., +.._... ADS GEO N- SYNTHETICS 601T NO WOVEN GEOTEXTILE ALL AROUND , PAVEMENT LAYER(DESIGNED CLEAN CRUSHED,ANGULAR STONE IN A& LAYERS -- SHE B LAY y-� BY SITE DESIGN ENGINEER) /�� REVISIONS - ( I xoR N sE,4c ,:� rr , NYLOPLAST 12"300 mm . gliata�y�fylWfgtlWfif INSPECTION&MAINTENANCE ( ) // j/1/ _ \ INLIN DRAIN BO /SOLID R -. , PERIMETER STONE „ FLEXIBLE PIPE TO MANHOLE CONNECTORS , D 6 (150 mm) 8 - HINGED COVER OR GRATE - r'�. (SEE NOTE 6) ."p .� /� '7 7 STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT ! :..) MIN 18 (2.4 m) -•. I ry .l}7. CHI /�II•` 1•�//' • If. C �M�� A 1 D- A. INSPECTION PORTS IF PRESENT) DETAIL SHEET ,,. 1- m «. MAX ( � �JPI�{sIF�OATIO�I SHEET - ELEV=C (450 m)MIN A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN CONCRETE COLLAR - 18"(450 mm)MIN WIDTH 4" 100 mm A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED ( ) - PAVEMENT SCHED 40 PVC - _r• EXCAVATION WALL B � „ A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE '- `__ (CAN BE SLOPED OR VERTICAL 16 , $" HICmm) ASSESSORS MAP 46 LOT 4 ) (405 mm) LOG � � MIN THICKNESS 4"(100 mm) [� c A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) SCHED 40 PVC - ELEV B A.S. IF SEDIMENT IS AT,OR ABOVE 3"80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. •. .>:^ « - _ A ELEV=A B. A o ( :,... u� LLISOLATORR ROWS ..�:.': .•�:; COUPLING :. „'_� 247 CHICKERING ROAD -,_ B.I. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW •,,:•,:;•^:p•';r,a •,;,;,>....<••:;, 4"(100 mm) :.: • .'... :: H 5 DEPTH OF STONE TO BE DETERMINED n r.. y NORTH AN DO V ER MASSAC USETTS 0184 B.2. USING A FLASHLIGHT;INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE Ji) MIRRORS ON y,. ,•.,...,• •.,:•...,. SCHED 40 PVC $tainlesS Steel' r ;' f ' BY DESIGN ENGINEER 6"150 mm MIN n- •, Stainless'Steej ( ) POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY Jn) FOLLOW OSHA Ktlri,and' ^; SC-310 6" ,. REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE •• :•" -. - PREPARED FOR: 12 (300 mm)MIN SOILS 34 (865 mm) 72 (300 mm)TYP IF SEDIMENT 8„ END CAP SUBGRADE SOI 150 mm MIN PROCEED PROCEED TO STEP 3. - ( ) B.3. IF SEDIMENT IS AT,OR ABOVE,3 (80 mm) R CEED TO STEP 2.IF NOT,P SEE NOTE 5 _200 mm .. t ) STORMTECH CHAMBER t ) •... I CORE 4.5"(114 mm)O ENTERPRISE BANK STEP 2) CLEAN OUT ISOLATOR ROW USING THE JENAC PROCESS HOLE IN CHAMBER '• I" tr: R FACING SPREAD OR MORE IS PREFERRED __. .: .t _ ......-.A. A FIXED CULVERT CLEANING NOZZLE WITH REAR R AD OF 45 1.1 m .,-.,-,.- ., ( ) 4.5 HOLE SAW READ ,..:.... ,. - ,._. NOTES. ,. SYSTEM cm 'r -- : SYSTEM 1 B. APPLY MULTIPLE PASSES OF JENAC UNTIL BACKFLUSH WATER ISCLEAN -„R`. , x�,:�,':':" 222 MERRIMACK STREET 11 C. VACUUM STRUCTURE SUMP AS REQUIRED ,,.r ,«. �,�.. ,.✓ 1. S -310 CONFORM T S F ,• 1 •, ,s:. :-. .:,_,?.:<: : C CHAMBERS SHALL C 0 O THE REQUIREMENTS 0 ASTM F2418 STANDARD SPECIFICATION FOR POLYPROPYLENE PP CORRUGATED A MWATER CO S OR ASTM ELEVATION 7�ytt7 A�fT 7�T TABLE DT L� � - ,..Q S LEN ( ) TEDW WALL COLLECTION L"'r'YLi1101\ 1LiDLIP� Reinforced Nylon .r .;• a LOWELL MASSACHUSETTS 01852 F2922 J STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS.J - ( STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. I or 2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION -.`••> SYSTEM # ELEV. A ELEV. B ELEV. C Stainless Wedge EPDMOR y_ CHAMBERSLE STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. ANY VALLEY '`--- i+, 3. 'ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL MATERIALS"J LOCATION PQLYISflPRENE'. ' `"- 4. THE"SITE DESIGN ENGINEER"REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT.^) ■ CONNECTION DETAIL j j � D 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH - 44 Stiles ROQCI Suite .One .-. ❑ -`' CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS"J USG INF 1 192.00 192.50 193.83 NOTES NTS r _,. 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. •S VA OF I t� �� KOR-M-SEALI-WEDGEKORBANDCONNECTORASSEMBLY' S Salem, New Hampshire 03079 r..: 7. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS NOTES: � � �� . OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.J 1. INSPECTION PORTS MAYBE CONNECTED THROUGH ANY CHAMBER � df W f,� 7. ONCE LAYER' A PLACED,ANY S DESIGN ENGIN ERCAN BE PLACED IN LAYER D UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF I r 6O3 893 0720 LAYER'C'OR'D' T T E DESIGN ENGINEER' N. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. CORRUGATION VALLEY � � �_ � � : A HE SITE SDISCRETIO 2. ALL SCHEDULE40FITTINGSTOBESOLVENTCEMENTED. DAVID R. �tA �� ENGINEERS • PLANNERS • SURVEYORS JORDAN - ■ ; „ _ -� ww.mhf si m ❑ 4 PVC INSPECTION PORT DETAIL `KOR N SEAL DETAIL ® MHF Design Consultants, Inc. w de gn.co V CIVIL rn NTS ` ;- NOT TO SCALE No.34732 � DRAWING N0. IS f � _ SCALE: 1 -20 DATE. MARCH 13 2019 .- UNDERGROUND INFILTRATION SYSTEM.DETAILS � 4570DET.dw DRAWN Y• D SHEET N0. .-._ - 1 CHAMBERS) B CHECKED BY. PROJECT N0. ... STORMTECH SC 3 0 2 .- NOT TO SCALE 10 OF 11 CPS DRJ 457019 f Copyright©2019 by MHF Design Consultants, Inc. All Rights Reserved. CEMENT CONC. INVERT CONFIGURATION DETAIL .OUTLET TYPICAL INSTALLATION 1 PVC ANTI-SIPHON 39 1/4 PIPE ADAPTER �. ANTI- ._ . i SIPHON ° ' REMOVABLE DEVICE t SNOUT 1. ... OIL-DEBRIS.. ' BACKFILL AND COMPACT WATERTIGHT4- HOOD AFTER INSTALLATION HOOD BRICKS MAY BE USED ...�`. ...... \� � ACCESS PORT, ... *8 TOP SLAB WITH 6" OPENING °' H-20 LOADING / „ .. .. .. . .. FRAME TO BE SET IN � 4 OVERLAP .,. . .. INLET 6 ❑ FOR GRADE ADJUSTMENTS :: : ::::. OUTLET BED OF MORTAR / (MIN.) FULL PIPE / RUNOFF WATER WITH SEDIMENT } GRATE 4 .., \ 8 •.:•:.:. .:•:.::�� „ :. . ' � 24" FOR SINGLE FRAME & / „ `.......... ...... 30 GRAVEL (12 MIN. DEPTH) '•\:.�::.�::::.::•• �•____ ,; .',y * °' FRAME & GRATE i \ 18 MIN. 36 x48 FOR DOUBLE OUTLET PIPE LL, / STAPLE 12,r / / i \ \ FRAME & GRATE \ PLAN MOUNTING HIDDEN o = ;?..:•:.:?.: -::. ON CENTER / / I 30 DIA. C.I. ( ) •'.' OIL AND °'.:• m .....c:........ _ / \ 1 r ❑❑❑❑ FLANGE FRAME & COVER ❑❑❑❑❑❑ z :. .'' DEBRIS .....y.,.... ., ........ SEE DETAIL ❑ ❑ w `t - - - SOLIDS ;., r / / \ S 81, oDRAI o SETTLE ON z CROSS COUNTRY STREET • / / I - ❑❑❑❑❑❑ T \/ SIDE VIEW BOTTOM M ,. / / I - - I - FRONT VIEW TTO o = --- -- -- STAPLE 12 __ n e° _ 2 6 LD. ❑❑❑❑ I r „S „ IL HOOD 4" LOAM & SEED III_► "" "`+r: SNOUT OIL-WATER-DEBRIS SEPARATOR ,. SNOUT" 0 � 6" OVERLAP � ♦ ON CENTER =I ( _ _ - -e n _ _I I (SEE DETAIL THIS SHEET) ILI I. . I I III-� I I-III I_I� ;.. / (MIN.) , a ° . ' ''� ..,r' .... MAX. le•.. •t III- o :;•t r: ..... � AX. LIQUID LEVEL .,'.. "i'.. '� �•;+`c.i ° +. *NOTE w Via. ` +srr RESURFACE AS WIRE MESH � •:; •'•.. _I � '> OUTLET PIPE PER PLAN ..............�. SPECIFIED \ N z 32 SUMP DEPTH OF 36 MIN. FOR < r3 / t ENT ° o NOTE . \ r ♦ SEDIM o = 00 ;o;..::. ....9go..... ¢ oo e � OR 12' DIAM. OUTLET. FOR OUTLETS m ` � o•.�o: .8g...u.. GRAVEL ROAD 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER „ o 00 0 00 '0:•A':�.:'•':':;eoaaa BASE AS OR= 15 DEPTH = 2.5-3X DIAM. I 80 0. a e TYPICAL STAPLE / \ - ---- - QUALITY STRUCTURES SHALL BE AS MANUFACTURED E �.; FLOW LINE 0p00 SPECIFIED NO. 11 GAUGE WIRE \ \ a BY: BEST MANAGEMENT PRODUCTS, INC. 000o co 53 MT. ARCHER RD., LYME, CT 06371 INSTALLATION DETAIL \\ o0 / to ,. \� �0 i STAPLE 12" FILTERED WATER o FRAME & COVER 860 434-0277 860 434-3195 FAX w / o o 4 LOAM & SEE y.' ( ) , ( ) DETAIL B m w \ ON CENTER -t FOAM GASKET W/ PSA r > \ 3 MINIMUM CONSTRUCTION SEQUENCE. . NOTES. TOLL FREE: (800) 504-8008 ¢ �> \ o BACKING TRIM TO LENGTH > z o / / OO --- ------- I OR 888 354-7585 WEB SITE: www.bestm .com ( ) >.. - o 0 \ r •• 1. PRECAST CONCRETE MANHOLE AS ( ) P \ o o : \ \ , OR PRE-APPROVED EQUAL 000 BACKFILL n 1 A WIRE MESH SHOULD BE PLACED OVER THE DROP INLET OR CURB -0PENING SO THAT THE ENTIRE OPENING MANUFACTURED BY SUPERIORI o MOUNTING FLANGE w _ \ w ALL HOODS SHALL BE CONSTRUCTED OF A GLASS o / op�o L TO 1.5 AND A" MINIMUM OF 11 WCHES AROUND THE 0PENING ARE COVERED BY THE MESH. THE MESH MAY SE ORDINARY - � •• ., CONCRETE OR APPROVED EQUAL. 2. A N ... �• a_ \ 00 MATERIA ,.. CONCR PP Q I ¢ r \ \ OD!! 11 1 ¢ J. REINFORCED RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR °r - �� o CA BE i i + HARDWARE CLOTH OR WIRE MESH WITH OPENINGS UP TO 1 2 INCH. o m 2. CONCRETE. 4,000 PSI AFTER 28 ANCHOR W BOLT M m z o 0 / DAYS. FINISH WITH A MINIMUM 0.125 LAMINATE THICKNESS. / �:, vl - \� 000 ° COMPACTED (SEE DETAIL A) .\\ � - o °o _ 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS / �, o o IN 12" LIFTS WIRE MESH SHOULD BE COVERED WITH CLEAN COARSE AGGREGATE SUCH AS SEWER STONE FOR A MINIMUM 3. REINFORCING, H 20 LOADING 4 X /. X 2) THE E E H - - - ` PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS T . .: o ................ .... .. .................... DEPTH OF 11 INCHES. - - 4/4 X 4 W.W.M. INSTALLATION NOTE „� ":::.... .. :.'..::.'.'::::.'.'.'.'.'.'.'. NOTES. . .., ... � ., .. ............. .. .... ............ ? 4. SHIPLAP JOINTS SEALED WITH 1 DRAWN. (SEE CONFIGURATION DETAIL) ,. D POSITION HOOD : .................... ... . ... ..... . ..... „ a .;" 1. BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6 4. THE SIZE AND POSITION OF THE HOOD SHALL BE � STRIP OF 1 DIA. BUTYL RUBBER F T ., I SUCH THAT t ': • . . . l ... SAND 3 THE COARSE AGGREGATE SHOULD EXTEND AT LEAST 18 INCHES ON ALL SIDES 0 HE DRAIN OPENING. r ..•;, ..,r, ,_ 2.....N. ........ DEEP TRENCH. BACKFILL AND COMPACT TRENCH AFTER STAPLING. ) " "" ' - z ' SEALANT. DETERMINED BY OUTLET PIPE SIZE AS PER MANUFACTURERS BOTTOM FLANGE :•. .. -. •:>. ., •. :..'.'.'.'.':.'.' ' '.'. .•.'.'.'.•.'...'::.'.'.'.'.'.'.'.' BLANKET _ 0 RECOMMENDATION. T1/2 D 5. EACH CASTING T0.HAVE LIFTING L DISTANCE 2. ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE WATER FLOW. MAINTENANCE. ALL STRUCTURES SHOULD BE INSPECTED AFTER EVERY RAIN STORM AND REPAIRS MADE AS :, IS A ACE „ I THE SEDIMENT HAS REACHED A _ HOLES CAST IN. 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A "? .GASKET 1 2 0 5 4-0 I.D. 5 \' 12 I . 12 MIN NECESSARY. SEDIMENT SHOULD BE REMOVED FROM THE TRAPPING DEVICES AFTER E EDIMEN o OUTLET F OF / OUTLET / M 6. EACH SECTION TO BE LABELED AS DISTANCE EQUAL TO 1/2 THE OUTLET PIPE DIAMETER WITH A 12 GRAVEL BASE z 3. THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4 INCH OVERLAP WHERE MAXIMUM OF ONE HALF THE DEPTH OF THE TRAP. THE SEDIMENT SHOULD BE DISPOSED OF IN A SUITABLE AREA ,• COMPRESSED PIPE DIAMETER \ p �0 N ,` NOTED. MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D. BETWEEN HOOD \ \ 0 0 •+ BEDDING 2 OR MORE STRIP WIDTHS ARE REQUIRED. AND PROTECTED FROM EROSION BY EITHER STRUCTURAL OR VEGETATIVE MEANS. THE TEMPORARY TRAPS SHOULD .. (MIN.) BELOW SECTION DRAINAGE /� P o m >:K::zc:a,•,,:>: '. 7. MANHOLE STEPS ® l2 O.C. 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY AND STRUCTURE p J MATERIAL BE REMOVED AND THE AREA REPAIRED AS SOON AS THE CONTRIBUTING DRAINAGE AREA TO THE INLET HAS BEEN y . ,, :.;. •:;:_;',:.: „ THE PIPE INVERT. PIPE AS \ 0 r,y. ,.�.• 0 CRUSHED 4. WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE PLACE BLANKET END OVER COMPLETELY STABILIZED. N y, .:e... ;:.•,,: #PS2-PF-SL. MINIMUM OF 3 AND A MAXIMUM OF 24 ACCORDING TO SEE DETAIL B MINUMUM * SPECIFIED �O 0 '3y' ' STRUCTURE CONFIGURATION. ( ) USE LOW PROFILE FRAME & GRATE AS NEEDED / 00 Q STONE 1 2" END WITH 6 INCH MIN. OVERLAP AND ANCHOR DOWN SLOPE BLANKET IN A 6 INCH , •. ••: ,• .. i.. 8. PIPE OPENINGS CAST IN AS R DISTANCE FOR ON PLAN \ 00 VO / . ( ) RED. 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS DETAIL A 0 0 0 0 0 TO 3/4") } REQUIRED. PIPES < 12 I.D. NOTES. / 0 00 0 00 6 0� DEEP TRENCH. ON INLET PROTECTION DETAIL ...:::.,..:._:.:. . . .. .:.:. . .. 9. 8" SLAB TOP AVAILABLE. MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE �0 5. BLANKET SHALL BE NORTH AMERICAN GREEN SC-150 OR APPROVED EQUAL. IS 6 SHEETING \/ 0 Q 5 5 MATERIAL 1. PRECAST CONCRETE CATCH BASIN AS MANUFCTURED BY SUPERIOR CONCRETE OR AS / f NOT TO SCALE * 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE , NCHOR APPROVED EQUAL. X\ 4'-0 I.D. �- DRILLED REQUIRED \\�\ \\i\\\i\\ SHIELD STAINLESS BOLT 2. CONCRETE. 4,000 PSI AFTER 28 DAYS. WALL WITH 3/8 STAINLESS STEEL BOLTS AND HOLE IN EARTH IN BEDROCK `BLANKET �J�7 �1 /�1 CONIC. INVERT -RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. 3. REINFORCING: H-20 LOADING, 4 X 4/4 X 4 W.W.M. SLAB TOP -NO. 5 S @ 8 O.C. --� L7 •HN[1ri T SLOPE PRDTEI/TIDN OIL M EXPANSION CONE (NARROW SEEINSTALLATION DETAIL 4. SHIPLAP JOINTS SEALED WITH 1 STRIP OF1" DIA BUTYL RUBBER SEALANT. ( ) END OUT) SECTION 9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH 5. EACH CASTING To HAVE LIFTING HOLES CAST IN. FOR EROSION CONTROL - . MANUFACTURER SUPPLIED INSTALLATION KIT.INSTALLATION KIT 6. EACH SECTION TO BE LABELED AS NOTED. NOT TO SCALE SHALL INCLUDE: HOOD SPECIFICATION FOR TYPICAL TRENCH SECTION PRECAST CONCRETE CATCH BASINS AND ° A. INSTALLATION INSTRUCTIONS WATER QUALITY STRUCTURES STORM B.PVC ANTI-SIPHON VENT PIPE AND ADAPTER FOR STORM DRAIN DRAIN MANHOLE C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA DESCRIPTION DATE SCALE _ NOT TO SCALE BACKING OIL DEBRIS HOOD 09 08 00 NONE MAXIMUM PIPE DIAMETER 30 NOT / / XIM PRECAST CONCRETE SOIL/AGGREGATE STOCKPILE OF D. 3 8" STAINLESS STEEL BOLTS SPECIFICATION AND . TO SCALE / EXISTING SITE MATERIAL TO BE INSTALLATION DRAWIN� MBER E. ANCHOR SHIELDS US Patent 6126817 StJ REUSED AND/OR NEW MATERIAL # TYPICAL CATCH BASIN WITH HOOD TO BE INSTALLED IN THE WORK (TYPICAL) F----SF SF NOT TO SCALE 5 / SNOUT OIL WATER DEBRIS SUPPORT NET Posts POST N DIRECTION OF RUN-OFF .SEPARATOR FILTER FABRIC FLOW TYP. s uAx.SPApNO ( ) c ) NT OPENING SIZE EQUIVALENT NING QU 4 NOT TO SCALE sEc71oN s 40-SO U.S. STANDARD SEIVEco SKMON A COUPLER / OP MEW e BA / ON CKFlLL / / r i SEC // T� p MI 2N 0 SEC TYP. W EMBEDMENT 1 15 EMBEDMENT l!1 2" HEADWIDTH WOODEN d 4 6 T 2 HEADWIDTH WOODEN T LACED 1 N CENTER ,S AKESP 0 O PLACED O, ,STAKES L ICED 10 C F VARIES SEE NOTE 5 5 FILTREXX SILT SOXX ry \\\ ` 3 EwsnNc GROUND SF _.�5 (8 , 9 OR 12 TYPICAL) - _SF SF 5 _ TOE-IN METHOD JOINING SECTIONSAREA TO BE T �/ PROTECTED - _ SILT FENCING AREA TO BE PROTECTED � > WORK AREA , PIPE INVERTS.59 5/8 In/1516 mm 1 � , i NOTES: 1 i -- 4 1 - - - - - 1. ALL EXISTING EXCAVATED MATERIAL THAT IS NOT TO BE REUSED IN THE WORK . CONTOUR ONES Y F. REFERENCE:4 1/2 in/1055 mm IS TO BE IMMEDIATELY REMOVED FROM THE SITE AND PROPERLY DISPOSED 0 I , PREASSEMBLY REF C 1 .... . SILT FENCE i ..... ry . FLARE ENDS UPHILL WHERE ON THE DRAWINGS. i . SOIL AGGREGATE STOCKPILE SITES TO BE E E SHOWN E DR W . ....... ,�(TMP) z / FILTREXX SILT SOXX � / 2 10 PROVIDE d d d BOTTOM OF INTERNALS.2 In 686 mm ::::;:::. ... (8 , 9 OR 12 TYPICAL) ; STORAGE CAPACITY R S A ---- ---- A .... . ...... .... .. . . . 3. RESTORE STOCKPILE SITES TO PRE-EXISTING PROJECT CONDITION AND E EED ....... .. . .. . ......... ......... ... .... ...... .. ...... ..... ..... .... . .... -� . . .. . .. ... ........ . .... . ... ... ............ AS REQUIRED. FLOW 24 :. . ::. T HEIGHTS T T EXCEED 35'. STOCKPILE SLOPES MUST BE 2:1 OR W SUMP:0 in/0.00 ft 4. STOCKPILE HEG S MUST NO EED SECTION VIE _ - - - - - - FLATTER. NOTES. SECTION A-A >, 4 , N TES, 2 1 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6 INCHES O 6 SET IN CAP FOLDED AND STAPLED. /�r r/� L ALL MATERIAL TO MEET F ILTREXX®SPECIFICATIONS. loll MATERIALS STOCKPILE DL'TAIL ry CAST IRON FINISH GRADE 2 t . 2, SILT SOXX FILL TO MEET APPLICATION REQUIREMENTS, WORK AREA l 9 5 NOT TO SCALE COMPOST MATERIAL TO BE DISPERSED ON SITE AS ❑ l 2) MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN BULGES DEVELOP IN THE 3, CO OS 3 DETERMINED BY ENGINEER, SILT FENCE. 3. ENDS OF THE FENCE SHALL BE PLACED UP CONTOUR OF THE FLOW TO TRAP SEDIMENT. _,__ __�_�_ _,_�,,,.�•�_._ \ TOP VIEW - 8 1 1 0 ,>I CONCRETE COLLAR SEDIMENT CONTROL FENCE � 8 ,• Lh I CAST CLEANOUT RING & COVER NOT TO SCALE 3. 71,t C,cuTelatxnr .hall reznavcsc.c{1mc.,at.at I -�-�_ ,. Inletpipe(s)can ,, .. . ., � , LEBARON LA0910A OR APPROVED EQUAL base o,ch n.,o)t s,dc of the SeunsrnL�tluttcll Q d C f, G tl 1 GENERAL NOTES b ,> enter anywhere Y 1. GENERAL ARRANGEMENT DRAWINGS ONLY. CONTACT HYDRO INTERNATIONAL FOR SITE SPECIFIC uh.1t accumulation ha,.reached I he 6 UNPERFORATED PIPE o ,._ within 240 arc. _..._ _ ., ,. FABRICATION DRAWINGS. ->.:c e o ,Sediment l r T I Y BE THAN 24". ANCHOR WITH TWO ..tlactne het„lyr c,tshc$td1r12tntLOnT[O,O 2. THE DIAMETER OF THE INLET & OU LET PIPES MAY 0 MORE 45 ELBOW 3. MULTIPLE INLET PIPES POSSIBLE REFER TO PROJECT PLANS). WOODEN TAKES , , ,. M ( ) OODE S a : �'llcctn.,utcl,a dSL,1tCCtt;C.i.,V die Engineer. Y. DRAIN OR SEWER < 4. INLET OUTLET PIPE ANGLE CAN VARY TO ALIGN WITH DRAINAGE NETWORK (REFER TO PROJECT DRIVEN INTO � / i control can.)e placed�n u)o€ 45 WYE THE GROUND View Stdnncr 1 1 PLANS). . DIAMETER.Y AVAILABLE RAND PIPED ETER K FLOW RATE AND MINIMUM HEIGHT LIMITED B TABLE COVE , , ;- original PLUG OR CONTINUE Parts List 5. PEA o nal mac creating 4. ,t L�cht.td ,he url anti..t l t} EXISTING IVIAINT�NAI�Gf ., K 50 MIN. INSPECTION AN17 ,. +. AS INDICATED 6. LARGER SEDIMENT STORAGE CAPACITY MAY BE PROVIDED WITH A DEEPER SUMP DEPTH. . AT , ITE ZE n DE R PTION PAV �, M SI SC EMENT t1 ( )� h a a � u t1r i}, ,. .� N .Ili SLt re t capacity 14 6-a Rit t:StC77TiC 1 _ Routine aatti I it 1hc)uld be tr�nauc,td�,vttlTtitl 5 , R.�ue ttir u P 3 4 - is I .r: - 1 48 I.D.PRECAST MANHOLE . , .. /' o c ,I !t l ra i) a rain F9 et'cnt<>.rslx dcslGnated 1» tht cllstttrt)tu t. .. ,, { >" . ... 6 min d PRODUCT SPECIFICATIONS: ...., a :. • 2 ' LED R S PP SUPPORT .. -. .. � GE U O M H INDUCED VORTEX TO SEPARATE POLLUTANTS FROM STORMWATER . 9 - .' _ ,: 3= fit. :lec,uzlcnt.V<T11tC01 sllafE ire-1ldinc attcd ti.ttinl A.THE TREATMENT SYSTEM SHALL USE AN i 0 CATCH BASIN re;;u.�Utt<>,dilclltattrt. Se.cfitTl..tlt<.c�ntlt>I,IT�ulct lc O ` i RUNOFF. \1.e has bean FLOW 3 SEPARATION MODULE J �>. �. � t � ..[( -+rYt-. to ihtt� thSfuThE.c)d:r..�dt otc dl.f:dC T M SHALL FIT WITHIN THE LIMITS OF EXCAVATION AREA AND DEPTH AS SHOWN IN THE ,- FILTER CLOTH MOUNTABLE BERM _ O_ � ,unu.<aclt tuapt_c.tc.0 tr mal.c•itrr 1c} z€tea B.THE TREATMENT SYSTEM ( ) ., d \, � � . ,. :-, construction,-- activity„ PROJECT PLANS AND WILL NOT EXCEED THE DIMENSIONS FOR THE DESIGN FLOW RATES SPECIFIED HEREIN. f � 4 24 INLET PIPE BY OTHERS OPTIONAL ✓ _ � Oilru and�,tltstral..tc)n,a�tl tt ( ) • .. c.4,..,,lc. au.hvdrtttlicficTa rrllaulet.tlt stabilized d .PROFILE (OPTIONAL) q j O sh<�x.:atld du... tc,Clu,E.a�-.. t u.. _.,., , , C.THE TREATMENT SYSTEM SHALL REMOVE GREATER THAN OR EQUAL TO 90� OF TSS BASED ON THE TARGET ' SWALE OR / e } Y I O . . „,;„, 5 24 OUTLET PIPE BY OTHERS . .. ,:... ,. . , TS THE TPS 0 MICRONS AT 0.7.. - has ceased. ( ) PARTICLE SIZE TPS OF 106 MICRONS AND/OR 807 OF S BASED ON F 230 o � •� \ r T rr�•41ett7t,�es etccsxt�e dc{dattitiat ca ( ) / 1 ,/ thT lt1 h< if .rind 1., . D TCH FLOW I \, i 3 a. � / ._- .� : CFS AND 1.2 CFS, RESPECTIVELY. .. .' (ROUND) y - 6 30 FRAME AND COVER OR GRATE RO e rice ) � ,I � > a Filter 1t-dta will tx.dispersed cd am site o � : � n. v ltc:tec u,tccl rU tcdauerafrcGte.: � I c rllCt 14 ( D.THE TREATMENT SYSTEM SHALL CONVEY THE PEAK ON-LINE FLOW RATES OF UP TO 18 CFS WITHOUT 50 MIN. - Stdt.rlc.la<ontr.i nla„ . TYPICAL CLEANOUT 9 FULL-SCALE IN LABORATORY SCOUR TESTING -`- \> ,. ._ ,:, .. ;;. ,r CAUSING UPSTREAM SURCHARGE CONDITIONS. FULL SCA DEPENDENT / r. r t stabilized,l,Zt..l st,ttl>tt area h..t,,1> cn e•tllanel,.1 ,taL 1 tiio��-Ienvrlt tlr-sc�ltmc:n;t4nuna,nlas be necessary, 1 I � � �, E .� r : NOT TO SCALE.. SHALL DEMONSTRATE EFFLUENT CONTROL OF LESS THAN OR EQUAL TO 5 MG/L FOR ALL FLOWS UP TO `� :. _' O :, � j, ., ccusr,t c Ton..c,1�.� has t.4dsed or as tletetlnl,led 200% of MTFR 1os. I_�- o S tT 1't� ,ldlllac.,neaccced �lnola,,aal7c�\e I c, } , 10 , O ,.oC bee scan c.i. t } \ / -„ : :. E.THE TREATMENT SYSTEM SHALL BE CAPABLE OF CAPTURING AND RETAINING FINE SILT AND SAND SIZE -- t. ,,:.. , .. P a n.LtCCC. • n S 1 ,.. ,. t�.. tr,,1t>.t. U F INSTALLATIONS ALL DEMONSTRATE . Elasbcca_tat.lan..n[I}.-takt„et.c,. .,flCl vU.t.Cr... . } �, PARTICLES. ANALYSIS OF CAPTURED SEDIMENT FROM FULL-SCALE SCALE FIELD SHALL '.> O . . .. and Pollution 20 MICR N RANGE ,PARTICLE SIZES PREDOMINATELY IN THE 0 RA a- � control O • .,,.. For dean tern sedrliaent ar.d olltltaon car .... . ...... . :. . .. ... �\ / <x.n,•rry has 6 t � € a .. ,. ... •,s � :t� I,�ao7ns,..ednlent control c.t.t be seeded ra::.,.iu S,.rtmenr t ,. . .• . .... �\ 1. thvt:,onttacstr,l,a: m.tta. .1? , I STRAW $ALES TYP. _ , 0 I. ! ( ) ff i vegetative s create,. e etas t_. the time c,rrt.td111t1Gt1 tU .. C_Ull flC.�l1 CIST I r tc?nti•al an 1 turtt:rina,cand z7 .. - 4FDHC r NIT DETAIL, < t FIRST DEFENS E U • ,. rllr,lt�:system for tulr�tl td and 1nc<.,t., l 24 ....,. .. .. EXISTING t .�1, 1 Iztn.., _tsta,c,c,rcr3, , , P K „ .. .. , 10 t. t<zlt st rclt } L1 £' . .., OR APPROVED EQUA ,. MI N.-: PAVE , s PA � . , ,atucle xllllttar,,. ( ) c* Elsra,u.a c - ntct rl,rol,lla l)ael,da_na ed,It snail I. - - NOT TO SCALE •.. . ....: , .... >.,.. ,, •� , , 'con t etauvc hha,scrip). T'hr.t , , ) .. a )t:vOnd repair. T Pl - F ... .. . .. .,:.. be t�r,<.la�ed 1 _ aie i 1 1 , a... .... : .. .:.. N MANUFACTURER PRIOR TO CONSTRUCTION. _ ACT OULD F RM SY PARTS AND OBTAIN SHOP DRAWI GS FROM ,. _ ,. ...,, LOW POINT SEDIMENTATION seedrxuxslall,)edetettnrltcc[� hel;a�ux�cx. NOTE. CONTR OR SH CON I STEM y n � 10 CONTROL BARRIER ..�; TM 1 NOT TO SCALE FILTR EXX SILT S❑XX PLAN VIEW 1. STONE FOR A STABILIZED CONSTRUCTION ENTRANCE SHALL BE 1 TO 2 INCH STONE, RECLAIMED STONE, OR RECYCLED CONCRETE EQUIVALENT. 2. THE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN 50 FEET EXCEPT FOR A SINGLERESIDENTIAL LOT WHERE A 30 FOOT MINIMUM WOULD APPLY. L L 0 M L T T STABILIZED ENTRANCE T S THAN 3. THE THICKNESS OF HE STONE FOR THE ST B LIZED EN NICE SHALL NO BE LESS AN 6 ,-. TEST PT DAT�. ° INCHES. > , Client: Enterprise�3�Lnk WIDTH H E THE F WIDTH F ENTRANCE 4. THE W OT OF THE ENTRANCE SHALL NOT B LESS THAN E FULL D 0 THE Project Address: ..47 Chickerin Road „ � 1 REVISE FIRST DEFENSE DETAIL DRJ 4 15 19 WHERE INGRESS OCCURS OR 10 FEET, WHICH EVER IS GREATER. BAR FOR � � / / ,..;., 1 RE BAG d REMOVAL FROM INLET S`i_U4in .r7tdt(.. VOi1�T AIItIU1L1„ Mt', EXTI CLOTH LLB OVER ENTIRE AREA PRIOR TO PLACING THE "'.-: 5. GEOT LE FILTER LO H SHALL E PLACED HE EA LA ;;::>::;.. •.....:._ 457019 N BY DATE __- :..:. N0. DESCRIPTION STONE. FILTER CLOTH IS NOT REQUIRED FOR A SINGLE FAMILY RESIDENCE LOT. ,..,. _.,.,:..:...::: ,�{)il �Utl �#� March l> REVISIONS --- 6. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED TOWARD THE CONSTRUCTION ENTRANCE Date: . r Lh .2c _ D , SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A BERM WITH 5.1 SLOPES THAT Performed+? it IalBnf,i�dl3tOtiriC3lICI' S�:}f#l i335 EXPANSION Pefamd Y CAN BE CROSSED BY VEHICLES MAY BE SUBSTITUTED FOR THE PIPE. �,. RESTRAINT : 7� 1 4 NYLON YLG E L SHEET ENTRANCE AL MAINTAINED CONDITION THAT WILL PREVENT TRACKING OR FLOWING ROPE ....... Test - D TAI 7. THE N ANCE SHALL BE MAIN ED IN A ON T RE CKIN LOW , S Woodbridge OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH cst Pit To. I SC.S Soil: 2 x2 x3 4 - ADDITIONAL STONE AS CONDITION DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED I..SLiVvT �- StaT"JCI ..Water: O C" N S / RUBBER ". :::: '.'. ..'. .: .- ASSESSORS MAP 46 LOT 4 T PI SHE TRACKED PUBLIC UST ' r TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, WASHED OR TR ONTO C M BLOCK _. T�.efu�al: 9C Roots: �ciite' '- BE REMOVED PROMPTLY. 247 CHICKERING ROAD _ SILT SACK .., S u_ y�•� : i MA USETT 01845 T DOVER SSACH S I ltti t"1"s NORTH AN T RIGHTS-OF-WAY. 1 i 1 tUt C crloi �CtnSIJtGtt#�C Mottles; i 1Elt COik. 8. WHEELS SHALL BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLICD Depth Horizon �JC? I Texture > HI I SHALL N N AREA STABILIZED WITH E WHI H DRAINS �. WHEN WASHING IS REQUIRED, IT ALL BE DONE 0 AN ASTONE C D A 4 Fill N i`e l • oily PREPARED FOR. INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 0 8 I cS ` .-, r _ it p NOTE. REGULAR FLOW GAL./MIN./SF GAL. MIN. SF .C} Loamy SdItCI 0 I r R ENTERPRISE BANK •"-� HIGH FLOW= 200 GAL. MIN. SF - _l d ^M C,_ � .)(� C Lu<trt�t SCtncl 2..� fi,� FR r._7� Distinct S IL D C NST UCT DN .c_ �' �,TAB IZE D R I 222 MERRIMACK STREET SA S 01852 a LOWELL MAS CHUSETT D ENTRANCE DETAIL 4 �. --, D'e Zest Pit No. 2 - S4> Soil: Woodbridge CA ti - NOT TO SCALE ,. i-.SIT T. r_ t t�dln ,Water. 72 D ;�• None Roots: \ 44 Stiles Road Suite One ❑ ❑ Ft>~.tufial: 7� '`Rcta .• . cit"ie' , c c tj OF � � � � � �. D � I� Salem New Hampshire 03079 A „ ` � t12 t'� a 'r9 v IF Depth �Io1 izoit: Soil Texture Color Consistence � ottl�s,_ watt ,C un st _ D Q Y c 1� �� = � �.� 603 893 0720 D O G �. 048 Fill Mixed Sons DAvID R. cn - ENGINEERS • PLANNERS • SURVEYORS ? JORDAN - ■ 48 5C ,� Loamy>5at►ci 14 t__,_ FR ❑ o MHF Design Consultants Inc. www.mhfdesign.com 2CIVIL 56 78 C i.l}<tTY2Y Sdi1Cl• .,..�1 �,� FR ,ti. '7� ��I;sillt�t 47 2 - OR OFF SITE � No„3 3 SILTSACK DETAIL ON G » t DRAWING NO. NOT TO SCALE f SCALE: 1 =20 DATE: MARCH 13 2019 S t 4570DET.dw TEST PIT LOGS DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. t rt 11 OF 11 CPS DRJ 457019 Copyright©2019 by MHF Design Consultants, Inc. All Rights Reserved. PARCEL ID 046.0-0003-0000.0 N F 99 REMAINDER II LLC 3038 SIDCO DRIVE NASHVILL TN 37204 E BOOK 6552 PAGE 25 (RE SIDENTIAL 3 DISTRICT I, I + + + + + + + + + + o. o.o o.o o.0 0 o .o o. o.o o.o o. o o.o o.o o.a o.o o.o .o o. o.D o. 0.0 0.0 0.0 0:0 0.0 0.0 0.0 0,0 0.0 0.1 0.1 0.2 -0.3 0.3 0.3 0.2 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 , i r + + i + + + + + + + I 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 0.0 O.a 0 OA 0.7 5 0. o., o.o o.o o.o b.o o.o �.o o.o D.o o.o o,o 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 `0.4 0.5 0.7 0. 2 0.1 r ' 1 1. 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Ot0 0. 0.0 0. b�.: o.o -D.o o. o.o o.o o.o o,o o.o o.o o.o a1 a, 0.1 0.1 b.,` o., o.o o.o a.o o.o o.o o.o o.o a1 10 .1 0.2 0.2 0.2 0.1 0.1 0.1 0.0' 0.0 0.0 0.0 0 0 0.0' 0 ,_. 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + } a o. o. .o o.o D. 1 � 1 .1 1 0. 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 0.0 0.0 D.D 0.0 : 0.0 0.0 0.0 0.0 D.0 0.0 0,0 D.0 0.0 +0.1 0. GO �OAD RjOtdTH 1�5 13� �CHI�I�ER��t /� 1 LAYOUT)(PUBLIC - 80 WIDE `- 193 U - B t�.o o D.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0 0 0 p 0.0 0.0 0.0 0.0 0,0 O.D 0,0 O.a 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 0.1 0.1 +0.1 0.1 0.0 0. 0 0 0 0 + + + + + + + + + + + + + + + + n n � 9-0 --8}0 -�0-8.0--0.0-0.4--0.�-0.8-- Q.�- �� $'� �-8-- �:9 0.0 10.0 0.0 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0�.0 0.0 _Q.0�.0_�.0-_0.Q_-0�- .O.-D.O--0.�_O.II- OA-- Calculation Summary ' Min Label CalcT a Units Avg Max Avg/Min Min Max Min YP 9 9� � _ ALL CALCS ® GRADE Illuminance Fc 1.27 35.6 0.0 N.A. N.A. ATM 5 RADIUS AT 3' Illuminance15.9 2 Fc 34.00 54.7 .14 3.44 .. 2.2 1. 8 3.41 ATM 50 RADIUS AT GRADE Illuminance Fc 4.14 7.5 8 • 1.1 8.68 49.73 INTERIOR LOT Illuminance Fc 9.55 54.7 Luminaire Schedule um. ens Arr. Watts -. Symbol Qt Label Arrangement Description LLD UDF LLF Arr. L Lumens Ym Y 9 - - - - 1 148.5 _ 5 A SINGLE SLM LED 18L SIL FT 50 70CRI IL 20 MH 1.000 1.000 0.900 2568 r, 12 S SINGLE XSPS-S-LED-HO-CW-120V-GWT-DFL-10' MH 1.000 1.000 0.900 5631 58.5 Based he information provided, l dimensions and luminaire`locations - Ba on m o al P m. r sho wn represent recommended positions. The engineer and/or or architect must ter the applicability the layout to existing or future field conditions. determine a I c of ou _ PP Y Y 9 ' 10DDO ALLIANCE RD. CINCINNAII DNIO 4 242 USA r_- 513 78-3200 FA 513 ]83-802Th is lighting plan represents illumination levels calculated from laboratory data w token under controlled conditions in accordance with The Illuminating Engineering LIGHTING PROPOSAL OP LO 146662 SocietY (IES) approved methods. ds. Actual performance of any manufacturers luminaires a v due to changes in electrical voltage, tolerance in lams LEDs and other ENTERPRISE BANK m vary d Y Y9 P � I'GRA HIC SCALE ANDOVER MA d conditions. lotion o not include obstructions such as buildings, , ruble feel conditio Calculations d I va , .- 9 zo 0 10 so 40 so _. curbs landscaping, e r elements unless noted. Fixture nomenclature P 9, or any other architectural el s SHEET BY:AHK EVc EE 1 noted does not include mounting hardware or poles. This drawing is for photometric ATE.3 >> is 0 9 P 9 P / / evaluation purposes only. and should no be used t as a construction document or as a final OF 1 IN FEET ) document for ordering product. 0 20 9 P 1 inch = 20 ft. SCALE: 1 =20 MHF PROJECT NO. 457019 SHEET 1 OF 1 LEGEND- VGC VERTICAL GRANITE CURB CC8 K - CAPE COD BERM Af t DOUBLE SOLID LINE YELLOW h DSLY Nort vier SSLW SINGLE SOLID LINE WHITE Ando G GAS LINE ff Nr WATER LINE W 01 0 0 CHAIN LINK FENCE ,1M 5 NCREI, BOUW STOCKADE FENCE 1" x- v —90— — CONTOUR ELEVATION 0 TREE 4 UTILITY POLE J" GUY WIRE G04t OVERHEAD WIRE ryy�� TREELINE SIGN 18 0?1' AF SPOT ELEVATION 101 DRAIN MANHOLE 35,� CATCH BASIN SEWER MANHOLE WV x x WATER VALVE LOCATION MAP WATER SHUT OFF (NOT TO SCALE) ry FIRE HYDRANT 0 BOLLARD MAP 46 LOT 3 FE M1 ELECTRIC METER N/F 99 REMAINDER 11 LLC LIGHT POLE 3038 SIDCO DRIVE NASHVILLE, TN 37204 BOOK 6552 PAGE 25 PITUMINCUS (RESIDENTIAL 3 DISTRICT) CONCRET WIF 8A 34.50 C PAVER �NALIKIWAIFI STOCKAi[)E MAP 46 LOT 4 J-—------------- ------ FE C 24,952 Sq.Ft. S1 2*56'23"W 200.00' 0.573 % E) E) 9.79 18.96 WF 7A 6' STOCKADE FENCE 0 st 3: North Andover Ladder feet U101sna _IX 8.00 — — - i 0 -TGA(50 __49�prpt -R- Track 6.91 Width MAP 46 LOT 103 Lock to Lock Time 6.0 N/F COBBLESTONE CROSSING Steering Angle 45.0 -Z REALTY TRUST 7 COPLEY CIRCLE WF 6A ------------ NORTH ANDOVER, MA 01845 ---- -------- BOOK 3925 PAGE197 (RESIDENTIAL 3 DISTRICT) F> MAP 46 LOT 3 ......... NOI� , __ A, C Ill RE-1- N/F 99 REMAINDER 11 LLC 3038 SIDCO DRIVE N NASHVILLE, TN 37204 A, BOOK 6552 PAGE 25 -�j" VVt OA (RESIDENTIAL 3 DISTRICT) 0 0 J, 0 Si1`11ek('_ (-,Yp. PROPOSED 3,250 SF ------------ 1-STORY BANK W/ DRIVE THRU M 1 I<u zz �ICRE FE < WF 4A '-.--..WETLANDS DE UNEATM. EY NORSE ENVI RON I,,111 Er-i-I AL 11l LLJ SERVICES ON JANUARY 30, 2019 ......--------- -tc-)) F): Ti 7 1�\ A WF 3A y T4 WIF 3A (REV) ji ------- -0 A=90100'00" FLAG, LOCATIONS PER REVISED R=15.00' NORTH ANDOVER CONISERVATION Lfj COMMISSION AGENT AS OF C*4 APRIL, _2019 L=23.56' 11 �j J Wl� 2A (REV WF 2A N12*56'23"E 894.39' WF 1 A N12*56'23"E S1 2*5623"W 529.28' xFNV Vif F,X I/V V 0 Z SSLW) GRAPHIC SCALE J,01sno 20 0 10 20 40 80 J,9ppD aA77PJU IV 41�91N... -.1ii Oi iT= 41ft IDS Ly— EL_.?ii� iiii! I I .............. CD 54+00 53+00 51+00 50+00 IN FEET CHICKERING 1j70j);ou77- ;XGUT]E- _ 33 1 inch 20 ft. FISLVii (P U B L .05;__I` ------- ---------------------SISI-W ............ ------ ----------- .......... ............ V.I rj 1 8'7'�O 9 NO.1 DESCRIPTION BY DATE VJV_r LJT=186,91) 17, U1,JND UP 1,0' REVISIONS TRUCK TURN PLAN ASSESSORS MAP 46 LOT 4 247 CHICKERING ROAD NORTH ANDOVER, MASSACHUSETTS 01845 PREPARED FOR: ENTERPRISE BANK 222 MERRIMACK STREET LOWELL, MASSACHUSETTS 01852 44 Stiles Road, Suite One Rh FE] 14 OF&fq& AN A Salem, New Hampshire 03079 -0720 W (603) 893 OWNER OF RECORD: D"I ENGINEERS * PLANNERS * SURVEYORS JOR N MHF Design Consultants, Inc. www.mhfdesign.com PARCEL ID 0 CIV M" 46 LOT 4 No.34732 10 JKP REALTY TRUST DRAWING NO. 247 CHICKERING ROAD SCALE: 1"=20' DATE: MARCH 13, 2019 4570SP.dwci -ME. H-RIXT NORTH ANDOVER, MA 01845 DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. BOOK 10665 PAGE 147 CPS DRJ 457019 1 OF 1 Copyright@2019 by MHF Design Consultants, Inc. All Rights Reserved. r r% f% r r .............. ........... ............ ................... Ente rprise Bank ---------------- i r i I i Enterprise BankNorth Andover, MA Bdiding Bevafion �� P.MUiBE 3 Studio l..l..0 3'70 Merirlrnrraek 56tireO Sui4e: 337 1 Lavvrenn,e, IMA 01f8431 978 989,93i00111 cu'he3,co irrr COPY IIGH-o�VG} 2018 Ciurrc a S-rUitaiau iruU, ALL RIGH Ir 5 RESERVED