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HomeMy WebLinkAboutMeetinghouse Commons 40B Plans - Plans - 0000 Meetinghouse Road 3/11/2009 495 Co IPWCH RD Huntress Associates, Inc. SITE AW Isk Aff MR Landscape Architecture & Land Planning 17 Tewksbury Street, Andover MA 01810 978.47OM82 470.8890 fax z CINITY MAP SCALE: 1" 500V LIST OF DRAWINGS AM -A DWG 1 . COVER SHEET 2. OVERALL CURRENT AND PROPOSED DEVELOPMENT MHF Design Consultants, Inc. 3. EXISTING CONDITIONS PLAN 44 Stiles Road, Suite One 4. PLAN OF LAND Salem, New Hampshire 03079 5. SITE LAYOUT PLAN (603) 893-0720 6. GRADING, DRAINAGE & EROSION CONTROL PLAN ENGINEERS a PLANNERS*SURVEYORS www.mhfdesign.com 7. UTILITIES PLAN 8. LANDSCAPE & LIGHTING PLAN 9. LANDSCAPE DETAILS 10. S ITE D ETAI LS 11 . SEWER AND WATER DETAILS SILONAISSOICIIAUS WC. 12. TEST PIT DATA AF X ffvmvonme�Atan$ultants 13. DRAINAGE/EROSION CONTROL DETAILS 14. UNDERGROUND ROOF INFILTRATION SYSTEM DETAILS 150'MaIn StIrOkt PO Box 700, -070C, Maynard, Massachusel!U,01754 A w4mvpa aqw low%& Aw- -1W Ar 'M L I A, It .978*897#7100 fax�8197*0099 OWNER OF RECORD: A A " MARTIN SMOLAK MICHAEL H. & HELEN R. SMOLAK 315 SOUTH BRADFORD STREET NORTH ANDOVER, MA. 01845 ABUTTERS DEVELOPER: N MEETINGHOUSE COMMONS LLC. 185 HICKORY HILL ROAD 104C/31 MARTIN SMOLAK NORTH ANDOVER, MA. 01845 104C/28 MICHAEL H- & HELEN R. SMOLAK 104C/24 315 SOUTH BRADFORD STREET A 104C/26 NORTH ANDOVER, MA 01845 104C/25 104C-/48 104C/157 JOHN T. SMOLAK MARY K. SMOLAK MON mv N Er 711 DALE STREET NORTH ANDOVER, MA 01845 104C/162 JOHN E. DEPIPPO MARIA A. ,,(,)-EPIPPO 'V "ol- e 759 DALE STkEET NORTH ANDOVER, MA 01845 v, BOOM 104C/108 DALE STREET REALTY TRUST ROBERT M� SUSAN M. LANGEVIN, TRUSTEE 79-5 DALE STREET NORTH ANDOVER, MA 01845 104C/27 WHITE BIRCH CONSTRUCTION, INC. 4 STREET. #1 LAWRENCE, MA 01840 A 1 O*C/!�q ESSEX COUNTY GREENBELT ASSOCIATION, INC. A, 82 EASTERN AVENUE 4C/30 10 ESSEX, MA 01929 --WA 10 JAMES M. & DOROTHY F. SEED 4A/27 ,35 HOLLOW TREE LANE NORTH ANDOVER, MA 10845 INGHOU5E- ME' 104A/18 BRIAN P. & ANN K. FEENEY COMMON5 45 HOLLOW TREE LANE g 14-1 Z NORTH ANDOVER, MA 10845 at MOU rarm 104A/13 RICHARD A. JEANNE M. DONALD 46 HOLLOW TREE LANE NORTH ANDOVER, MA 10845 Nortk Andovcr) 545 WINTER STREET DAVI D R 104A/19 HENGL M a,5,5acku,5 e,tt,5 NORTH ANDOVER, MA 10845 104C/161 APRIL BALDWIN FOLEY JOHN LIVINGSTON FOLEY, JR. Drovilng T'Itle: 522 SOUTH BRADFORD STREET NORTH ANDOVER, MA 01845 ' EET104C/146 MARTIN SMOLAK TRUST ' VER MICHAEL H. SMOLAK, ET AL C u" 315 SOUTH BRADFORD STREET NORTH ANDOVER, MA 01845 MO T Ivi No. k, -AiA AL LEGEND (EXISTING/PROPOSED) Dote 0 IRON PIN FOUND -190— CONTOUR ELEVATION E EI CONCRETE BOUND FOUND UTILITY POLE a PROPOSED BOUND (TBS) 0 DRAIN MANHOLE 0 DRILL HOLE FOUND SEWER MANHOLE OVERHEAD SERVICE WIRES n w CATCH BASIN W DOUBLE SOLID YELLOW LINE WATER LINE SINGLE SOLID WHITE LINE WATER VALVE FOR REGISTRY USE f SINGLE SOLID WHITE LINE V ARE HYDRANT 77 Cff U SIGN —u/E&T— UNDERGROUND ELECTRIC Ln WETLAND LINE AUGER HOLE N C-0 PROP. SPOT ELEVATION Se-010.- AS 5HOM Prop4ing No. TEST PIT 1;�Ote; 5/1 110q PROP. CONTOUR ELEVATION C PERCOLATION TEST TREELINE SOIL LINE Job- 25050a < x SPOT ELEVATION File. 25050VR Z>rom: 0 S1 TE DE VEL PLAIVS I L AONRL Aff W t ML L FING HOU 5L COMMON A A A A F !5mc) i K F: K N T 'AR 1 0 A '�ARD FOR REGISTRY USE ; GENERAL NOTES: I rr `\ .� -v_ u -_ ®••� •►,,� 1) TOPOGRAPHIC INFORMATIONSHOWN IS FROMAERIAL PHOTOGRAPHY PERFORMED SY t mr usr tm _ we W"LOT to EASTERN TOPOGRAPHY AND PREPARED FOR TARA LEIGH DEVELOPMENT, LLC $Y MHF r DESIGN CONSULTANTS, INC. i ` j}.f �~ ` 2) BOUNDARY INFORMATION SHOWN IS FROM AN ACTUAL FIELD SURVEY PERFORMED Wt04C t i' 1 BY MHF DESIGN CONSULTANT'S, INC. IN JANUARY/FEBRUARY 2001. 3) WETLAND RESOURCE AREAS WERE FIELD DELINEATED BY EPSILON ASSOCIATES, INC. IN SEPTEMBER. 2000 AND JANUARY/FEBRUARY 2001. ARFA r; '` T`, KNIT 4) THE PROJECT PARCEL IDENTIFIED AS MAP 104C LOT 31, DOES LIE WITHIN A untressAssociates,e5, Inc. 4)�� _ L-LP+7AR ENTITLED _ � -�� FLOOD D AREA IN ACCORDANCE WITH A MAP "FLOOD INSURANCE RATE MAP PUBLISHED 13Y THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), THIS Architecture 21TtL�I�la71�1.L1 z PARCEL IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF ZONE r _ A BY THE SECRETARY OF HOUSING AND URBAN OF ON COMMUNITY PANEL LL , ', TE OF DUNE 993 7 Tewksbury Street, Andover NI.01810 `! 25(109i3 0007 C (MAP 7 OF 1 Fi) WITH A REVISION DA - 2, 1 . I UNIT .� 978,470.8882 470.8890 fax CHUSETTS NATURAL HERITAGE ATLAS (2000-2001 r ' ,' � � .UNITS DING TO THE = ,'` UNIT EDITION), THE SITE DOES NOT LIE WITHIN AN AREA OF -ESTIMATED HABITAT OF RARE s to�c tm ! UNIT t` UNIT g ,' i U WILD AND/OR A -PRIORITY HABITAT OF RARE SPECIES." ` °. ,�+ UNIT- #12a - 113` 1 ` ACCORDING TO THE TOWN OF NORTH ANDOVER ZONING MAP (NOT DATED), THE = ` i`` 11 � UNIT s) k, \ � i PARCEL DOES NOT LIE WITHIN THE LAKE COCHICHEWICK WATERSHED PROTECTION I / 1 e 1 # UNIT r (.II�#IT_ DISTRICT. + T��r 7) ACCORDING TO THE TOWN OF NORTH ANDOVER RfVERFRONT AREA MAP (FIGURE 3 � ICEHOUSE �7 OF 3 THERE IS NO RNERFRONT AREA 310 CMR 10.58 AND C.178 OF THE CODE wm M �' � I f i OF NORTH ANDOVER) WITHIN 200 FEET OF ANY PROPERTY LINE ASSOCIATED WITH .� ®. EXISTING1 � ,� f� r � '� SIT i THE SUBJECT PARCF_L.. R"G�.ri _. \ t j _ III 8) DATUM SOURCE N> 1929 \ \, MHF Design Consultants Inc. KNIT 11 _ 9j THE PURPOSE OF THIS PLAN IS T} SHOW THE CONSTRUCTION OF 88 RESIDENTIAL I \ llT UhIIT \, UNITS WHICH WILL BE COMPRISED OF 46 DETACHED COTTAGE HOMES AND 42 �{ Stiles Road, SL�Ifie flE' ti37, ` ATTACHED RESIDENTIAL. UNITS. Salem, I�PW HITISIIITe 4079 t #, ill) WETLAND IMPACTS FOR THIS SITE ARE CALCUI.A.'I1=11 TO BE 4584 SF WITH 10,520 (603) I�93-0�'20 SF OF WETLAND MITIGATION PROPOSED, ENGINEERS• PLANNERS e SURVEYORS \ 1 \ i .tom / m visa n Etg+r�.s ti \/ \ `- i J i 11) ALL DRAINAGE FACILITIES WILL BE DESIGNED IN ACCORDANCE WITH THE ' UNIT ' i •+� REQUIREMENTS OF THE MASaACHUSETTS WETLANDS PROTECTION ACT AND THE VIlV1TW.TLI�Ifi���If�LT,GOL�I SfORMWATER MANAGEMENT REGULATIONS. Jiff! 12) FOR GRADING, DRAINAGE, UTILITY AND EROSION CONTROL PLANS, SEE SHEETS 13 THROUGH 21. roar i 1 j\ \ _� f 13) FOR TYPICAL ROAD CROSS SECTIONS. SITE SHEET NO. 39. � '�� �` i -- -' ; \UNIT ." � , \� ' � � i4) HOUSE AND DRIVEWAY LOCATIONS AS SHOWN ARE FOR GRAPHIC PURPOSES i \ 5 NIT #25.-�. ONLY. ACTUAL LOCATIONS MAY VARY DEPENDING ON SITE CONDITIONS. DRIVEWAYS . ukants \ / / ' SHALL NOT BE LOCATED AT A MONUMENT LOCATION OR AT A LOCATION OF A t' 1! �,. PROPOSED CATCH BA��IN. E 15) ALL UNITS SHALL BE INSTALLED WITH AUTOMATIC SPRINKLER SYSTEMS FOR ARE UNIT PROTECTION PURPOSE. -� ' 3 I l•� j �il3EK:1101 l g 44 � \ fi fMaynard, M � .r I � f 1lY.14tD tQr t® xL DPW" ea,rro t # I i * fax 00 QWNER OF RECORD: f \ - j MARTINM ?LAI t , - -UNIT/ ` 1 ` MICHAEL H. & HELEN R. SMOLAK \ _ EXISTING UNIT 315 SOUTH BRADFORD STREET FOUNDATION NORTH ANDOVER MA. 01845 JJ \ DEVELOPER: �. � \ �' � �'� F � �' ' ,1 f MEETINGHOUSE COMMONS LLC. ice\ i tea. _ \ �r+ pw•'+. S '` / 185 NORTH AINDOVER, MA.R01845 z \ ti -UNIT IT-411 !I IreAPPROVAL UNDER THE SUBDIVISION CONTROL , _ LAW NOT REQUIRED, APPROVED BY THE j I , Ir ., / ZONING BOARD OF APPEALS SITTING AS THE `\ zF . 1 PLANNING BOARD PURSUANT TO G.L.C. 40B, wW WC LOW r;� x UNIT SECTIONS 20-23 m f _ NIT 2 ' ;`` , �*. PROPOSED UNIT (NOT YET CONSTRUCTED) Wr 1 �� { a� .. :fir . ''�'�� ! --. � �' fir/` -- -.. _' � _ � ( � '�� _ (,r� • � _ -�'t� . ��-�v...... t�R�+rt�Set t�i` AfttsC. 4 �a - .; y - _ f c _ r� "� IN ON .. t �_ _ � � � DATE FILED F i \ f �.s -z . - .. r: �` ', •, - �_ . .� � 25.E ,�. T. .�_• . � - - -;� � -_ ' } �. 7 _'_""'i` �'i� emmw - g - -. - , _ is1 ♦ - .,, � ..�•-., ::. ,.a,. ::. _.�_... -: -_- ---- �:. - -. - :�€ r-^✓. .ems` .s ,. � MEETINGHOUSE £ i __ __ r I 1 I $. i � S-- i3.3f -o0.A➢T �,,,�'�"�s -,ice r - :_5. `.`- ���.�- �„%• i ! 4 '�: - J / Nortk At-ljovcr, co M 11"' ON5 at 5molaL Farm 40 ool y ol .rr° tt,o� � � �d � -F �t � � .1► # F I '�s, z � �`�_ - ;�_- _ f j - ip . .� - / _ Ma,5,5acku,5ctt,5 13,0 P 1 , ti � � } � nee vr,-3 caL�ving 'fltle: f � # f; i \ OVERALL C U R RE N T toe LOT 9E COMM ASW- VS E : i1,IV 41 A D t -- t e a rswar"W UNIT DEVELOP" NI UNff UNIT �`�''� � `` _ PLAN �� �, I FRANK Q .�, TWIT- =`` , , �, \ - �_ r� Ellaf87 ' ` - saw I�Lts,3 UNIT _ ``� � '�`�iJl �® rr�ur:24 - AM 3 Revision vatio Ate srr�.�aat \ '�-�.�„1 t t \ �' ti/►bra.mar \ �- Sim Scale- Vroe4 Ing No. s� \ Vote: 5/11101 Gr��xc MCA R �\ ba Job: :250506 B 49 so iao File: 2�5P W FRET i inch 80 it \ , Chucked: M5 } 1 1,' i ---- Or 1W 17 Lor 13 -GENERAL NOTES. t '{ gay— � too vert s 1) TOPOGRAPHIC INFORMATION SHOWN IS FROM AERIAL PHOTOGRAPHY PERFORMED BY �c,aver wr W L H OO PREPARED FOR TARA LEIGH DEVELOPMENT.o+�c,�.' - LLC BY MHF <<' J DESIGN CONSULTANTS, INC. �sac�iat � 2) BOUNDARY INFORMATION SHOWN IS FROM AN ACTUAL FIELD SURVEY PERFORMED 13Y MHF DESIGN CONSULTANTS, INC. IN JANUARY/FEBRUARY 2DO1. 3) WETLAND RESOURCE AREAS WERE FIELD DELINEATED BY EPSILON ASSOCIATES, INC. E AM 1.3K7M SF IN SEPTEMBER. 2000 AND JANUARYfFESRUARY 2001. F / 3a 2Ise. r / 4) THE PROJECT PARCEL IDENTIFIED AS MAP 104C LOT 31, DOES LIE WITHIN A Huntress Associates, Inc. FLOOD HAZARD AREA IN ACCORDANCE WITH A MAP ENTITLED 'FLOOD INSURANCE RATE MAP PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). THIS {/ ~- PARCEL. IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF ZONE - SCe Architecture $ Id a11IliIT.t' A BY THE SECRETARY OF HOUSING AND URBAN DEVELOPMENT ON COMMUNITY PANEL 17 �.TewksburyS�'E'_CAndoverMArapj�: ,z � ` f; ` ff �/{• ,1 ! �.. �, � � f---` ` }� r Z 1 `=,. ;o' � `, ` '` `�St3O98 (N]t�7 C (MAP 7 OF 15) WITH REVISION DATE OFF JUI�IE 2, 1993. Andover {) ��� 1 .` 1 5 _—.�_ / r ��,7 i1 k.'f .* ( - % - 98,470, 882 47CI. 891 fax 1 ,,4 ;l e t t 1� �� �t � � � 1` � � ACCORDING TO THE M�SACHI.�S� NATURAL HERITAGE ATLAS (20Qi3-2c�I}1 cum o 6 ;' # } EDITION). THE SITE DOES NOT LIE WITHIN AN AREA OF "ESTIMATED HABITAT OF RARE # ! j l s gyp~ K f WILDLIFE' AND/OR A "PRIORITY HABITAT OF RARE SPECIES." 6) ACCORDING TO THE TOWN OF NORTH ANDOVER ZONING MAP (RIOT BATED), THE PARCEL DOES NOT LIE WITHIN THE LAKE COCHICH ENIICK WATERSHED PROTECTION>' f >f q 1 + / * • f # t DISTRICT. EXISTING ! w w.�r { `' �`"" r ,t ? I 1� 7) ACCORDING TO THE TOWN OF NORTH ANDOVER RIVERFRONT AREA MAP FIGURE 3 L CtD3 ,f /'� / � , ( ] i IRaw I I f` — :F \ I �+, r j r OF .3). THERE IS NO RIVERFRONT AREA (310 CMR 10.58 AND C.178 OF THE CODE ®► ,� WATER I ! ROAD OF NORTH ANDOVER) WAIN 200 FEET OF ANY PROPERTY TINE ASSOCIATED WITH f /; ,t t 1 ?y t i / j r' SUBJECT PARCEL. � THE ti' t �' ' i r ` _ -�. a j I a• <w ', �� '� 8) DATUM SOURCE NGV3 1929 - F o� ! MNF Design Consultants, Inc. 9) THE PURPOSE OF THIS PLAN IS TO SHOW THE CONSTRUCTION OF 88 RESIDENTIAL _ 1�'• UNITS WHICH WILL BE COMPRISED OF 46 DETACHED COTTAGE HOMES AND 42 44 Stiles Read, Suite One ��,��� � �_ <:-� { ��r, r ` � �, ' ,� I f�i � � ,i 1 � '; �l � �� ~� � �; ,, � � ATTACHED RESILI t j f / ENTG�L UNITS. / ; '` f Salem, New Hampshire 03079 t 10) WETLAND IMPACTS FOR THIS SITE ARE CALCULATED TO BE 4564 SF WITH 1Q,520 � �� Q7�� oavr \`, \ � i 1 _ / e SF OF WETLAND MITIGATION PROPOSED. 1 / .� 1 '4 _ ENGINEERS+ PLANNERS-9 SURVEYORS ) FACILITIES WILL BE DESIGNED IN ACCORDANCE WITH THE j 11 ALL DRAINAGE 1 RMWATER� OF THE MAS ACHUSETTS WETLANDS PROTECTION ACT AND THE WWw.mhf{�E•:SI+C,�.'n.com ! _ / Jr r �•a MANAGEMENT REGULATIONS, N ? },. 1 [ ) " It 12 FOR GANG DRAINAGE UTILITY AND EROSION CONTROL PLANS, SEE SHEETS 13 POOL � 21,/ THROUGH _ , � 1 ROMLAV30 Lome „ice 13) FOR TYPICAL ROAD CROSS SECTIONS, SEE SHEET NO. 39. 1 ' h` MFOSM PM 14) HOUSE D DRIVEWAY LOCATIONS AS SHOWN ARE FOR GRAPHIC P P UR OSES '~"'�"' fA=awl ONLY. ACTUAL LOCATIONS MAY VARY DEPENDING 15N SITE CONDITIONS. DRIVEWAYS SHALL. NOT BE LOCATED AT A MONUMENT LOCATION OR AT A LOCATION OF A tsukants - -- , PROPOSED CATCH BASIN.44 .. 15) ALL UNITS SHALL B INSTALLED WITH AUTOMATIC SPRINKLER ao � I ; \ j t RINICLER SYSTEMS FOR FIRE �\ a, M01 •�.,_ 11 / PROTECTION PURPOSES. iAw 1040 LOr r r. s xA < Atr OF RECORD: # MARTIN sMQLAK k - _ _% MICHAEL H. & HELEN R. SMOLAK 315 SOUTH BRADFORD STREET v ` _ / —. tr,, NORTH ANDOVER, MA. C11845 --- jj +� LOT 444 .� _s z_ z- e_ 'z i4. ' �� }�' 1 , �. .� r 4 MEETINGHOUSE 1815�H HICKORY HILL ROAD NORTH ANDOVER, MA. 01845 IleE E 14� N, 1 J + +( f . f� APPROVAL UNDER THE SUBDIVISION CONTROL / LAW NOT REQUIRED, APPROVED BY THE ow WM smug „� � �>f °. /` \X_ ` _ ---- - = F APPEALS SITTING AS THE ZONING BOARD O too Am RAW vuw � _ _ - - 4 PLANNING BOARD PURSUANT TO G.L.C. 406, h,.., ,/ �, SECTIONS ' O 23 - 1 J WO + \\ WP WW ua a© iwWVV 9 �s roc - ,1' a --_< `lam '), -` 4*` -� s''r \ `+. j 1 f s 1 ; i < ATE wimp"s wasv Erc a 1 - w f 41 . " ry ,, 1 +,? } Project.. r-�_ J _ t Ott IINGLiou MELTINGHOU5L y, 41 commo ' � .. - ,�_ •�<. _ � .x_� ,try- `-f` :_ __ _ -- -'" `�� 1 j) t a Urarm .` ..,.. � f y390, JF - ' , Nortk Andov4tr, - - a 55 a C IkI U,5 e, ,5 tv WOW"AMMO orlmon we M 6 ' @' 'I I f 4� ill W MUM A-/ \\ YY , < Y �i } y EXISTING oo' wo 104C UK a (D' 0 N D I TS0`1 N L A L 0 upr ramscuit £_ z j 41 R — — I r= \ z J *184 UK, wof . � r r ` f Psevisionmate . 1 �f t 7 \-, VL S it',lLett'M Iy ' GRAPHIC SCALE nn? s `jam rQI L9 e l� = a0l IIrcarl lng NO,- I r# eo n �o so Leo 3m ,� � � I 1�c�tc: ✓IIII� i IN 2 $ I=lle; 25055P _ ? \ R Ghecked: M56 i I MAP 104A LOT 13 LOT 27 MAP 104A LOT 19 N/F RICHARD A. �c N/F JAMES M. & MAP 104A LOT 18 JEANNE M. DONALD N/F DAVID R. HENGL DOROTHY F. N/F DRAIN P. & ANN K. SEED FEENEY MAP 104C LOT 108 189.25' -, 1 N/F DALE STREET REALTY S3812'06"E TRUST S35`58'55"E ` 53836 S37'04'13"E '33r"E 171.41 86,70' 229.1�'�. ' S39'16'28"E 107.45' S383Q'43"E 143.81' ;n _ F Ln Huntress Associates, Inc. `2- p Q Landseatae Architecture &Land Planning 17 Tewksbury Street, Andover MA 01810 # 978.470.8882 470.8890 fax 04 I t � -•-S68'52'25"W 1221' l r An BNOW .■ LO LOT A CONFIGURATION -- ' MAP 104C LOT 28 476,943 SF - 10.9� AG, Il HF Design Consultant, i MAP 104C LOT 31 = 1,278,462 SF = 29.35 AC. 44 Stiles Road, Suite One AREA '1 ' = �75,423 SF = 1.73 AC Salem, New Hampshire 03079 SUBTOTAL 1,830,828 SF = 42.03 AC. (603) 893-07 20 MAP 104C LOT 30 ENGINEERS* PLANNERS•SURVEYORS N/F ESSEX COUNTY LESS LOT '8' 436,040 SF = 10.01 AC. www.mhfdesign.com GREENBELT ASSOC., INC, LOT 'A' AREA = 1 ,394,788 SFf = 32,02 AC.± MAP 104C LOT 162 N/F JOHN E. DEPIPPO & ' MARIA A. DEPIPPO ;14 ASS US INC. � l'I�t E _ ----� RL �. e PCB. Box 700 MOYnOrd, MasUchmetts 01,754-0700 86.32 T y � AREA - 1 ,394,788 SF ' { R ?F RECORD: MARTIN SMOLAK 32.02 Ac. I S&8' 7'01"W MICHAEL H. & HELEN R. SMOLAK 1 CIA L 31 69.45' 315 SOUTH BRADFORD STREET MAP 1 O4C t AREA = 1,278,467 SF± ,� NORTH ANDOVER, MA. 0184,5 T } LOT 146 L = 29.35 Ac. ' S65'O7'50'w 17.41' - LOVER. N/F MARTIN SMOLAK *�, TRUST AREA 43 ,0 0 8F S65 17 38 V 24.81 MEETING HOUSE COMMONS LLC. L�G stt 0.0 1 AC. 185 HICKORY HILL ROAD 33.74 FEET NORTH ANDOVER, MA. 01845 i S71`04'070W _ APPROVAL UNDER THE SUBDIVISION CONTROL MAP 104C LOT 48 109.36' LAW NOT REQUIRED. APPROVED BY THE 4 V- N/F MARTIN SMOLAK ZONING BOARD OF APPEALS SITTING AS THE PLANNING BOARD PURSUANT TO G.L.C. 40B, S72`0426"W SECTIONS 20-23 42.1 ' S6$`35'47"W 43.25' EXISTING A7-24*34'0 7" DRIVEWAY R=825.00' EASEMENT 32 .4O' `� i 569'1856 10.05' L=353,74' " 1 MAP 104C LOT 30 N 39'17 37 N/F ESSEX COUNTY S68'31'42"W GREENBELT ASSOC., INC. 20' WIDE S57`1744"W N42'0 '1O'W MAP 1040 LOT 157 SEWN EASEMENT 1 34.37' 60.06' N/F JOHN T. SMOLAK & 559'09'5� DATE FILED"4Y t �. MANY` SMOLAK �,������, 0°x20' EASEMENT 52.43 .. ow \\ FOR PUMP STATION , N31'59 29"W t 1 42.18' I EXISTINGS24'18'37"E NOS®49'23"W ACCESS S33' 6'19" SN E a a. � 86=61' N27'1549'W27.76 EASEMENT 64.9056.85 N24 14'17"W 59.98 , 4WN33 02o59"WS324518E o N S24+07'24 62.81' N36'14'19"W 13.88' 04,3756 46.25 588`35'1O.W S41 .04 N43'40'45"VW ro� Project: 73,33 120.75' .� �. ,� � SOUTH BRADIP N42'02'10"W 15.16' - • ` TIN6H U LOT FRONT G _ 73.33 FEET � - � �''� '`. �' `` -� � _ COMMON5 N43°48'30'V N39`19'04"VV I • N50'12'15"E 27.89' l •_ 8 138.06 S01'54'33"E NO2 14W 23.56 N53'33 53"W �-• •,� .�, W; `QO " 18.8 N 32'45'18"W 24,06`' Al x� at 5MOIA rarm ! ' 95.92 N24'07'24"W S30°38'48"E ! 4` - N36'51'12'W 94,75 67.93 - o rtk Andover, - � 62.64 N2O`47'26"W E " S3O'2411 47.32 r ,� - u5ett S21'36 53.26 S11 . 8"W ,31'.O3 N06`22'58"W 136$ �`' -� �., V3- Ma55ack ,5 i '02"Ea 48.27 S00'11'15"E- , N10°26'01"E MAP 104C LOT 28 S07'53'55"E 59.7 :23.28 73.04' AREA = 476,943 SF. -�, 11.51 S 12'35'46"E �' = 10.95 Ac.± Dr�aHinq Title. S09'39'27"E N 14�00'57"E S 14'40'20"E 38.09 43.32 •. 40.37 S10`58'42"VU 41.43 23.86 PlanS13 52 10 � £ 0 '27 52.'W � . � N11'26'4S"� MAP 104C LOT 25 14 57.88 .95 108.32' N/F MARTIN SMOLAK S 13'54 18"W ' MAP 104C LOT 2 36.5 N/F ESSEX COUNTY c . GREENBELT ASSOC,, INC, S11'10'04"W I 58,80 `'`. ` N 14'10'25"E »W� ;{ t S09'O1'S7 YY \ f"l �I��.7J' 61.69 S1 0`55'57"W " I� r . �r c F MAP 104C LOT 26 57.46 '' N0359 18 W }' w N/F MARTIN SMOLAK 142.97 w S08'57'04"W u'i• 68.23 N08'50'23"W 50.48' .1 N06'09'54'V OO'45'10"E 107.94' 138.84 a SO&12'01"E N1 ` 63.45 NOO`16'57"W /- `111 99.70' S09`1 O'34"E _ N09 24 O7 E� I : 47.09 74al 48AREA I �. AREA - 75,423 SF± S06'53'58"E- 3'O1'22"E = 1. 3 A . 64,46 51.64' S06`51'00"E �.. N15`36'44"E ��O Revision - 46.84 MAP 104C LOT 27 Irate i LLJSO4`48'24"E "' S09'37'1O„W N/F WHITE BIRCH 16.35 31.34 CONSTRUCTION S 10`42'34'"1+V S09'27' 6"W z � MAP 104C LOT 24 75.47 55.75 ` s yy� N/F MARTIN SMOLAK S 18'S1'03"W � � � ���4 MAP 104C LOT 161 49.35 N/F APRIL BALDWIN FO LEY S 13'54'19"W 35.20 N63`04'07"W l U 33.53 r scale: 1� awi No. � GRAPHIC SCALEso w so IGO Date:Job: 25050a C? tr ( IN FEET 1 inch = 80 it. EPS L n1e: 2505PLAN I r�iWn: C H( - �BGIG�d; i`ISG FOR REGISTRY USE . : �. . . . .. . h . � �. t 4 } . _ . . . . 9 z ! . rf # Yt 1 Y Y . r. . Huntress Associates, Inc. i 4270 611 s� \ Lazlcic Achiecture 8ar�d ' annrg } .. �,. i vex •- f F �,'�� � Tewksbury� M� 311C�f � �'rewks fret" Aid 'f f �A . . . ,>� ;' �`` �'`� � `� i v , NEW PROP. 4' WIDE � �� �.� ��__ �.� �� ,,�„�� i 1 � � � � 6 � � � C�� f BITUMINOUS CONCRETE SAllow N� r PCC 3Q' , 51�1=WALlS (TYP) SEE t pEC ! ' DETAIL SHEET NO. 1 D i s rr i�6 !• F PROP. RETAINING WALL � � GRAPHIC SCALE MHF Design Consultants, Inc. . ?l. . . . . . ; /. �,� 29OLF. SEE bETAI ; C ,.I . r� "-,.y SHEET NO. 9 � � ���� a � � � 0 to 20 4 � 4$ Stiles Road, Suite One � / 3; f / New Hampshire 03079 �y� .� �� �`f��-" `_ � � ��-.y ,...- � `�'~ � _ ��7 3� 1 +� 9 -Q72i7 A=33'28'4C}" i' —j" �� .. . . �. - �-o I �-` "_ ,�- �_. sy. -"` n \ i �c I IN FEES' � ENGINEERS* PLANNERS. *SURVEYORS R=324.00 f �, a `�, ` 26 \ �. www.mhfdesign.com F tK END CURB AT , ` \ _ 2$ ! EXIST. EDGE €�F - -` ��.�a � ._ � -, _D - G NASSOCATU(PAVEMENT ( ') �' . W , 1 SO amain Stt t PO Bo 700 D - 0 PROP. F#Atd1tICAP1 � .- RAMPS (�T`P) �P -- p' SEE DETAIL �, f ~' `. 8* 1 F 7 SHEET N4. 10 . -- � J e r ,i OWNER OF RECORD: l . . . � �� C`V � __ _ °�c� 36 � `` 33 � 3"t f 0 � F.� ~`"�� $ �� ��, .= r r"! j%E MARGIN St�OLAK r c — \ �o. ° MiCHAEL N. HELEN R. SMOLAK f t " 315 SOUTH BRAD�'[�Rt� STREET NORTH ANDaVER, MA. 01845 R ,' `� I \ DEVELOPER: e r } I MEETINGHOUSE COMMONS LLB. s° PROP. "GAPE COD" ` A ��� HICKORY HILL ROAD BERM (M) SEE NORTH ANDOVER, MA. 01845 DETAIL. SHEET NO. 10 f 2 PROPOSED TR€ELINE/ / LIMIT DISTURBANCE �• ` s 5 SPACES / 1 hf �, 0 z (�4) (PAVEMENT (TY ) �'y SCE DETAIL \, \ f $HEFT NO. 10 }_ 15 AD _ 4 1 h 1 P�f}P_ PEDESTRIAN � � �C�� _. -_ � -_ _-. � } � �� MET—TINGHOUg5r- 20 � � � '`ti � � PAR _ SEE DETAIL r SHE NO. 10 ' COM MO& at SMOU rarm OPW f \ a , \ Nortk Andover, ® \ h S \ ProyOng Title: \ '4 X' ' Site Layout "lee Al Ti F Plan f"r�' . ;` s ^mod `. . \ i 1 VERNAL POOL 1 FLAGS VP- 1 ` _ - = 16 t BY EPSILON _ - ! f . ASSOCIATES j r j sue+' G J� — a f to `� f'� , � t �, WET N t r L., VERNAL POOL � , - , FLAG E PROPOSED VERNAL POOL. FOR DETAILS `' ASSOCIATEScl —` '�. SEE GRADING PLAN >�� ,� � � �� ` � �S I�<EE ET (�O. r ;�`� �-- � `� — --- , -� ! � , �, �,� �. ��� .� E P I B R, T E 000) 1b Revision Vote E E h + - - / > 5 CP- t+f�� i ( $ - CD Proi4ing No. co Ln Job- 250508 1 Alex: 250 f' i VIEW 20-G .I, I /.-z I IN, I 0_0 I 47, 2 1 ' �r- ,-;� - L( RIM-147.80 RIM=147.20 E52 I < INV.OUT=144-40 IW.IN=144.32 APPROX. PIPE TYPE OF SLOPE STRUCTURE STRUCTURE PIPE A INV.OUT=l 44.22 NUMBER SIZE PIPE OF PIPE NUMBER . . . . . .. . LENGTH CEI-2 (inches) 0"t) RIM=147�80 DVH-2 (ft./fL) 0.005 CB-1 12 HOPE 18 pl"A'=147_72 INV.OUT=144.40 RIM=155.05 DMH_1 �bq . . . . . . . . . 3'63(rB#16) INV.IN=150.13(C8-3 & 4) 4 /1 CB-2 12 HOPE 9 0.009 DMH-1 '17) CS-3 0", DMH-I 12 HOPE 85 0.005 DMH-8 IW.IN=149.4 . . . . . . INV.O JT=1 49.37 Qlz$ RIM-154.25 -8 12 HOPE 95 0.005 DMH_9 . . . . . . . . . . . . . / I .b� /.Q Y/� \ Z INMOUT�143 6 6 N42*02' 1 0"W 1 5\.,-1 6 DMH P) �"�A �\ INV.OUT=150.25 //j SUMP=142.72 24 0.005 DMH-2 ��j e DMH-3 CB-3 12 HOPE o' \N " CB-4 12 DMH-2 -4 RIM=149.70 -2 . . . . . . N427()P CB Huntress Associates, Inc. I I RtM=154-25 IW.IN=145.2 CB-11 12 HOPE 105 0.005 DMH . . . . . . O(CB'q) 0) Q) IW.OUT=150.25 INV.IN=144.15 DMH-2 12 HOPE ill 0.055 DMH-9 Landscape Architecture &Land Planning . . . . . . . ..le C\j ().Ob E . . . . . . _P1 I _<�( I INV.OUT=1 44.05 OMH-9 12 HOPE 40 0.005 EXIST. STCIE CEI-5 Z/ lb I �/ CY) A RIM=149.30 17 Tewksbury Street, Andover NIA 01810 . . . . . ./ Ln : DMH-4 -7 -4 . . . . . . INV.OUT-145.30 IM=149.40 C8 12 HOPE 11 0.005 DMH -4 978.470.8882 470.8890 fax . . . . . .. . . . 3b IW.IN=145.15 CB-8 12 HOPE 7 0.007 DMH -S 20 CB-6 INV.OUT=1 45.05 DMH-4 12 HOPE 180 0.005 DMH-3 RIM=149.30 -5 -3 INV.OUT=145.30 CB 12 HOPE 12 0.008 DMH DMH-5 -6 12 HOPE 7 0.014 DMH­3 C13 RIM=149-50 t CO-7 INVAN=144.97 DMH-3 12 HOPE 89 0.005 DMH-6 INV_OUT=144.87 CB-9 12 HOPE 16 0.005 DMH-5 N/ I - / - K� RIM=149.20 f-DI �15 INV.OUT=14-5.20 -A CEI-10 12 HOPE 8 0.010 DMH-5 4 lf� _4 DMH-6 DMH-5 12 HOPE 43 0.010 DMH-6 INV.0tfr=142.9c, t CB_8 RIM=151.80 DMH-6 12 HDI E 0.007 DMH-7 Utdv-14'-0 INV.IN=144-44(DMH-5) IIIIIIIIIIIIIIIIP' AN RIM=149.20 i UG OFT INV.OUT=145.20 DMH-7 12 HOPE 10 0.00 INV.IN=14-3.60(DMH-3) X 1NV.36"HDPP 140 31 1� W lfi� IW.OUT-143.50 -9 Ce -I-0-I RIM=149.05 INV.OUT=145.05 DMH-7 NOTES- DMH-8 (STORMCEPTOR) MHF Design Consultants, Inc. JMMCEPTOR#7� 1) ALL SITE DRAINAGE PIPE SHALL BE CORRUGATED T/. X �R RIM=145.50 CC . . . . . -10 CB HIGH-DENSITY POLYETHYLENE PIPE WITH STANDARD JOINTS, INV.tN=142.91 44 Stiles Road, Suite One RIM=149.05 PROP- STABILIZED . . . . . . . . I' UT FF-152.50 INV.OUT=145.05 IW.OUT=142.66 -WALL, SMOOTH INTERIOR AS MANUFACTURED 13Y ADS, Salem, New Hampshire 03079 DUAL GF-1 50.50 INC., OR APPROVED EQUAL, UNLESS OTHERWISE NOTED ON CONSTRUCTION TOP 36"'H_F)PP BF-14150 ';� . . . ;' . I �' 1// DMH-8 PLAN. -7 DMH ENTRANCE SEE _C' (STORMCEPTOR) --' CB-11 (603) 893-0720 DETAJL SHEET C, FF=152.00 RIM=154�00 RIM=147.00 INV.]N=143.80 2) ALL ROOF DRAIN PIPE SHALL BE 6- PVC(SDR-35), EXCEPT ENGINEERS* PLANNERS*SURVEYORS INV.OUT=11' WITHIN 10 FEET OF A BUILDING FOUNDATION WHERE CAST 'Y 0 io 00 EXMIING UNDERGROUND 46 FF-152.00 INV.OUT=l 43.70 DETE"ON IRON PIPE SHALL BE USED, MIN. SLOPE=2.0%. wwwmhfdesiqn.com x SYSTEM GF-150.00 DMH-9 N BF-143.00 RIM=147.50 < FF-154.00 IW.IN=143.22 3) ALL SANFIARY SEWER PIPE SHALL BE PVC (SDR-35), PROP. INILE GF=152.00 UNLESS OTHERWISE NOTED. T FF=151.50 �2 7) N I PROTECTION __�(o INV.OUT=1 43.12 GF-1 49.50 DMH-9 BF-145.00 BF- 42.5WO DD40MS LOW PROFI1 4) ALL WATER PIPE SHALL BE COPPER, UNLESS OTHERWISE (TYP) I-D _1\ 'f3#e�i I-I- NOTED. 1m,=144,34 FIPY - - 0 FRAME & COVER IM �ES#12 <.e'NO.21 1NV.0UT=14-0.66 5) ELEVATIONS ARE 13ASED ON NGVD 1929 DATUM. I L0N,#JSCKMM 94C. SUMP=136. 'nee "91 T - I'IE* A- N, 6) ALL PROPOSED ELEVATIONS AS SHOWN ARE BOTTOM OF > CURB ELEVATIONS, UNLESS OTHERWISE NOTED. 7) ANY UTILITY FIELD ADJUSTMENTS SHALL BE APPROVED BY 150 P Ox 700 EF­:15&50 Maln 'Street �011 8 THE LOCAL AUTHORITIES AND THE DEVELOPER PRIOR TO GIN-1-51.50 CIB-2 BF=144.50- LA INSTALLATION. MaYntird, Massadvisetts.'01 75"700 TIONS OF UNDERGROUND UTILITIES ARE P FF-156.50 CB-10 8) THE LOCA 148.50 LOW POINT It L) APPROXIMATE ONLY. THE CONTRACTOR IS To VERIFY EXACT FF=157.50 GF-154.50 ELEV=149.,30 LOCATION PRIOR TO CONSTRUCTION. THE CONTRACTOR IS BF-147.50 MH;�,� =155.50 TO NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES. _897,07/1 00:zfax 897*0099 FF=1 58-50 GF 5550 G A CB- FF=158.00 GF=156.50 50 CONSTRUCTION SHALL COMMENCE BEGINNING AT THE ___1...... DMH- LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS FF=157�50 =-I 49�50 6 GF=155.50 UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) OWMR OF RECORD: WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FF=157.50 817-1_48�50 ' H FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF MARTIN SMOLAK S-M 1-9 GF=155.50 BF=1 48.50 MICHAEL H. & HELEN R. SMOLAK JU CONSTRUCTION. Plm=144.33 315 SOUTH BRADFORD STREET IN=141.03 ot B"HDPE NV,OUT=140 NiRc 9) ALL CONSTRUCTION SHALL CONFORM TO NORTH ANDOVER NORTH ANDOVER, MA. 01845 DM11 12 SUMP-136,73 DPW AND ALL APPLICABLE STATE AND FEDERAL Rl� FF=151.50 STANDARDS. 5N- GF=149.50 DEVELOPER: BF=142-50 4- ,1WIN=140,!:� 10) THE CONTRACTOR SHALL CALL AND COORDINATE WITH Ff�=152.50 SAFE MEETINGHOUSE COMMONS LLC. ?.0UT=140.54 DVO DIG-SAFE (1-888-344-7233) PRIOR TO COMMENCING MP=140-07 <91�e 185 HICKORY HILL ROAD X` GF=450,50 MA-ME-NH-N-VT ANY EXCAVATION. 1-1 @ _885_014�$ME !H#1&A,.,R1111 144 055.003 BF=1A3.50 1 NORTH ANDOVER, MA. 01845 '.=13b� S ELF=I NY 1-800-962-7962 FF-153,50 54.90 CT 1-800-922-4455 11) ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM �15�12 5 "R TO DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS. GF=F 151�50 PR P. ROO INFILTRATION NOTES: BF-144.50 0 ICTYP)- - 12) ALL ELECTRIC, TELEPHONE AND CABLE TV LINES ARE TO x/_ 157.4( NT -�SEE DETAIL BE UNDERGROUND AND INSTALLED IN CONFORMANCE WITH 152.30 - - - HIGH POI ELEV-155.90 SHEET APPUCABLE UTILITY CO. SPECiFICATIONS. FF=1 52.�50 150 GF=150.59 FF=155.50 Cv BF=19-3.50 13) THIS SITE WILL REQUIRE A USEPA NPDES PERMIT FOR STORMWATER DISCHARGE FOR THE SITE CONSTRUCTION IF .24) GF=JW'.50 (io I\ THE DISTURBANCE EXCEEDS ONE ACRE (ACTUAL J PF­146-50 DMH-2 SF). THE CONSTRUCTION SITE 155.10 LOW POINT OPERATOR SHALL D V'ELOP AND IMPLEMENT A 155�60 ELEV=154.50 CONSTRUCTION STORM WATER POLLUTION PREVENTION MH- 0_0 H_POINT IFF-1 52.50 102 PLAN (SWPPP), WHICH SHALL REMAIN ON SITE AND MADE 155.00 ELEV-157.25 19 ACCESSIBLE TO THE PUBUC. A COMPLETED NOTICE OF 1-157.500 CS-3- GF-150.50 TERMINATION (NOT) SHALL BE SUBMITTED TO NPDES CF�155.50 OF 143.50 0 -z PERMITTING AUTHORITY WITHIN 30 DAYS AFTER EITHER OF BF-148.50 A06 THE FOLLOWING CONDITIONS RAVE BEEN MET: FINAL STABILIZATION HAS BEEN ACHIEVED ON ALL PORTIONS OF (14) THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE; OR Is ( 15 ) ANOTHER OPERATOR/PERM[TTEE HAS ASSUMED CONTROL is N--,/ 149.40 FF-152.50 Cpl.. OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN A CA @ GF=1510,50 FINALLY STABILIZED. PROP� F(OOF GF-156.00 GF=153.50 14) THE CONTRACTOR IS TO COORDINATE WITH THE NORTH FF=157.00 ANDOVER DPW REGARDING WATER PRESSURE AT SERVICE. FF-158.00 FF=155.50 1 BF-�43.50 INFILTRATION BF-149 00 158.00 GF=155.00 BF--146.50 FF­158.00 600 THE CONTRACTOR IS TO VERIFY IF PRESSURE REDUCING SYSTEM (TYP) GF=156.00 '_.DO BF I 48.D0 VALVE IS REQUIRED. SEE DEIAIL BF=149-00 SHEEIII 52.50 FF=1 57.50 GF=150.50 15) ANY UTILITIES TO BE TAKEN OUT OF SERVICE SHALL BE GF=155.50 /(D IIF=1 4 0 DISCONNECTED AS DIRECTED BY UTILITY COMPANY AND + FF-158.00 -7 LOCAL DPW. GF-156.00 ( 6 U BF-149.00 ell FF-157,51) 16) ALL WORK WITHIN THE 100' WETIAND BUFFER ZONE SHALL BE PERFORMED IN ACCORDANCE THE ORDER OF l"'roject: BF-148.50 CONDITIONS AS ISSUED BY THE MUNICIPAL CONSERVATION 5700 GF=157.50 615-5 5 0�> FF-152 6 COMMISSION AND D.E.P_ 1,17-159.00 FF=1 59.50 GF-1 55.50 FF=159.50 0=1�§750 L BF-1 50-00 BF=150.50 GF-150.50 BF=150.50 W, BF-1 43.5Q GRAUL TU L _�O QJ;6A \ Mr-r-TININIGHOUSE �DRAIN MP) COMMON1,5 tK N BEGIN 150.15 FF-15i50 RETA]Nt�G WALL GF=150.50 at M01A rarm r_� CD T BF=143.50 -000 BW-151.0 56 154.W 0 Cp CB-11 (D \or HIGH POINT Nortk Andover, Q1 5 6�5O ELEV-150.40 RAYBALE BARRIER\ _2!-153.5 Ile BW=1 5P.5 (TYP)\SEE DETAIL (b Mas5acku5ctt,5 SHEET\NO. 14 ­0 7- 1 <.3 11 C1 55750_) Ile TW= 5.2 BW= C), .5 HAYBALE BARRIER (TYP.) Dray4ing Title.. SEE DETAIL SHEET NO. 13 I�b FF---152,50 _0 GF=150.50 BF-1 43.50, GrEldill,, , Draffino%agu& (18 ) t 0) 00%� r% 0 A � n t ro--I Eruz)lul 1 UU V 4 VERNAL POOL DMH-4 CB-8 TW=1 56.0 BW=150.0 Plal 1 FLAGS VP- 1 12 149.40 THRU VP-20 CB-7 (0 FF=15�.50 Q, �b 3 BY EPSILON GF=150,50 lep I All BF=143.50 44 ASSOCIATES A TW=156.5 IS 10 -7 4 BW-1 50�5 tK QJF VERNALPOOL 11 \ I 2,\ WE ' ND FIAG if C�_ SERI 'S A V11i Vr C �k \ 0 FF=152.50 (94- 180) BY GF=150.50 FRANK 0 <D PROPOSED BFF143.50 MON FRO PSILON, VERNAL ASSOCIAT\ES POOL END\ (SEPTEMBER, N RETAINING WALL 10 16 TW-152�,O 2000) BW=151.0 po� X, 401 1b Date G_ C� O'� Ion cll�_ CP- x Tl� 150-50 V < j CD PROP. ROOF INFILTRATION 7 LIJ _j 0 x < 4b SYST6A OW) Ix 0 L SEE DETAIL HH,#2 ja� _j N/ SHEET', ,\#2 CX. 1_5 C) 1,101 A _j C) ___D ('0 d LO 0 Ln CL li� 1 20' DraiNing No. PROP. HAYBAE tx 0 BARRIER (TYP)\ (X) 0 - ----------------- SEE DETAIL 41 Vote. 5/11/ocl 3 U-) 0 \SHEET'\NO. 1, 114, GRAPW Job: 250508 A- 2D 0 10 20 40 ao 6 < File. 25055F, 0 0 FM Drovin: C1146 'N 0 -A Ug;h 20 ft M56 VIEW 20 _0� -G A "'El - l � � t �� . -`. .✓< ' Ivj. uT=1 1 SEWER PIPS' Shf�'IIIL _' FOR REGISTRY USEI TO - j FROM: MIN �,.. it v .�, SHE.. -t err..rt. . .' f ,$'� 5TRUCTURE PIPI TYPE OF APPIPEXjtPE STRUCTURE r' NUMBER SIZE PIPE OF PIPE NUMBER I , - ` i (inches) (feet) . . . `i14 1 ?.i 1 r SMH-3 I F bc, . �, ;' , , . , . f f 1. eu� .1gaa 3.G C8 1 t i r ey SMH- 8 SOR35 PVC 285 0.005 W c -ACems. � � s / �f / i/ � � �� ..�i '� % � 9�` �,,�>5:�,�3 E[.'� �. {� r -.. ... -. a r�R ►t R \ y-' ! � SMH-4 $ 51:1R PVC 0 O.f705 - F. , .,. . 1 iNV,1N=143. ''D� A#1 . , � t - SHAH-2 .; � / t5 : ,,: r N 42 QG 4 V YY 1 \,l y {� SMI I 3 8 I235 PVC 14D- @,©C15 j v' m /. , !. .£ I f( ". \ ii" .C7L11=143,r8i `� > > (j } � } V f 3IJIH-I / ' . - SMH-2 8 SOR35 PVC 105 0,005 ,. . . . . . , . . . . . . :I .,. : . su1 P=, ,� _ - / 42 (� Huntress A��E�Clc1���� Inc. i ✓ SMH-1 8 SUR35 F'VC 14O 0,005 EXIST, SMH Ib y s Landscape Architecture &Land planning STRUCTURE17 Tewksbury Street, Andover 01810 SEWER � `'' -' f (' ' ' EXIS1. sMHMH�-3 f ' RIM=145.28 RIM=152.40 978.470.8882 470.8890 fax / t (\ ..="- INV.IN=139.50(PROP.) INV.IN=141.73 1 . , , , . r f r �f• I s.. �, 1 INV.OUT=141,63 INV,OUT=139.40(EXIST.) f I , ` E J .- sM#i-�1 sF�ll -4 _ . \ s� RIM=155.30 RIM=150.10 % !' € 1 �l`I INV.OUT=143,16 / _ 20 �.1 f ., s` [� 'H-°1 r INV OUT 140 SMH-5 / . ' 4:. EXIST, 8 3:LDI L . . f �, \ Rig§=, s,: `"~-~ 1<' �` � �. � i! SMH 2 RI1�I=149 8(1 , . / " WATER LINE �, INS'IN=143.€}� ` r� rr" >r r INV.OUT=142.23 I / \� } f �1'! 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DETAIL i y�:`� fi�`r .,<'`.... -.�. /�� � � w Ei..EEV,=34-:�.�2 ' �`\z.._ � �..� -.-r"- s-_. _ � � � t S:EEl f - . . . l www.mhfdesign.com DL R^320.00 , J ✓r !y fF `�r TENTION SYSTEM 1 �� I' t 1110 •�`i / • _ ,` , � '��'E,.� \ '`• yam- � ' � 1 _ �' `_ � �. ` � - - - -� a_ _ C``' /��, i r S §H3�`1 /' tf• _ a a. � -- I3t�IH-9 G! 1 N, CEO 41 s / RihP ASWOAM M. =144.34 tai � l a , — z� Fes„ 4 2 ir>lv.o;�1=1 40.66 y - � � � �- � 17E l W ®- �- - DMH-1 _ I01754 ` ✓ SMH-5 GB-1�3 ` I CROSSING ' 0 Fax 7 INV.=144.3t(D) [ ' -� DMH-5 \ I . ..,f - , L ' _• 1O• DMH-€ CB-9 -} A f � - = -- — MARTIN SMOLAK 36 3 - ; trlH •_ �, 3�` �_ '` � i ,� -, - '„ � - ti � � MlCl-IAEL M. 8c HELERI R. SMt�LAK I l � _- — � � 315 SOUTH I�RADFC?RI� STREET' RIM-144.3 *� 34 ct a cH f p4 C - , - ' ' '` ` NORTH ANDOVER, MA. 0184 IwIN=141,G3 1 S,HI Pe: O Pt3RN / s ti tfgv,OUT=1 .0.8 LOP 'p E3Iti?{ 2 I SU P413G.73 W C' v+ ( / l ` D VE I� ►L1. RIt = — f ! L \ \ MEET1NGNf3USE COMMONS LLC. 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UTILITY , ; ' r FLAGS CROSSING THRU P-2 BY EPSILON � ` - ASSOCIATES , '� �' 17 t �� -,�. �� ,y ,,,� WETLAND FLAG VERNAL POOL t 1 f- \mot f !� \, ` �: OF / 1x1,t 1 al.�►�t ' �b cs' cL f INr� i t E 4 J t} r \ "+l S CIVIL / .r tMCTI�T IIO f. — - i A � P LN' 1 ASSOCIATES IN ( EPTEMBE , � l [y \ f f , Revision Date Al 0 PROP. I�IYDRANT l -- q` ` — Dates: 2/IS/4�I i` _.--®---=-- — .ate�.—_....�.�— �., -- +•, � \� ! ':�� � ' � � �}�.. � , �, sJob: 250505 - '- �•. -'-- - " GRAPHIC �. � � ^.�� -_._ .S \ '+•., - ,... - .•" IN FEET r - N, 20 ft ' VIEW 2O-G �`' - tr GQr, ✓' 14(L— a l= MAP Va wr se �► sI /F we IL 1 _`-'' •M--�' - f oft wr,a,cs tar,aa r t �� � NOE= C�ITRA4TOR MAY U5E PLASTIG , e PROJECT SUMMARY � r TREE Wfl*CMAIN IF APPROVED BY L.A w j VWD STAKE{�OELC" - f TotalAcres : REINFORGED NEf't � i , �, � f r ! � < '+ 88 �_ .;lll'.�'ND -. ..,,..s `y'F .> t f f`" ... - � , ,._ "rr ` � �` •"'` Total Homes s '`! e !2 6A.WIRE INSTE9 [ 3 ` _ , = -- Huntress Associates, Inc. LOB' i • s I f t PIT L Y I t _ . [ Landscape m�tecture & Land Planning y; �,.. �� ,.. I ., f _. u+�ta{c toi•'Laa r f � I �- � �y ,.; -�' � J �� ;� r i Tewksbury Street, Andover NL 118 i , . NOTE; TREE�.�HALL.BEAR SALE RELATIONSHIP 1 �,� I � I � 11T� �� 1� T TO PINK 6RAVE A5 IT Nut ! I \ 1... , 978.470.8882 470.8890 fax U) OR FiE D 6RAIDE f f , I C t �E TREE Y�lN6 ABOVE FIRST�i i t i ' PROVIDE 2�°LINTR�ATE���STAKE STAKING, f �' t 1 ! � � � ' � � � �� i REGISTRY U S E �PER,TREE. DRILL TO AST�6UY PORE. JfI } FAR REI " 1 E � � w INRAP TI#TRIG#^RAP f' 5 BARK M IN SAIX,.ER ! t =`. .. v i 7y 4 , ,{ 40 Cottiage Homes PLANT ,i eft ti a ,4 FIN 94 t _ ' J - PLANTING 501L MIX; ILL 1N L�LIFT s OF Y` j ) �sl,wo tur¢L�a � I � � \ � j \ I v .. t � —Hill OF SOIL IN GENT OF PLANT PIT TO 1 BAI.I.AT RI�,2UIRI�3 ELEVATION DECIDUOUS TREE STAKING - � _ - s ' g .,` � ,_ i. > ' "•-mom '' Z � > ! - SCALE. KIS, r t j �► _ 1 f '♦ ^•` 1j `,' - v " ^` `� ',. t 4t k -z- -,.. , % APPROVAL UNDER THE SUBDIVISION CONTRO1••••••~. l\ LAW NOT REQUIRED. APPROVED BY THE F ZONING BOARD OF APPEALS SITTING AS THE PLANNING BOARD PURSUANT TO G.L.C. 40B, SECTIONS 20-23 AREA- _ 436,040 SF± SAME RELATIONSHIP } 10.01 Ac. l t I To FIND«;AM A5 IT BORE TO I ! � f — I OR FIIrL } t i f � r INSTALL THREE&Y5 PER TREE; Et A IY 5?)V, AROUND I F ! R 5 ' cosy a _ Y g 4 t ATTACH AT I I& OF TREE; i qs I� ALYANI 5TEF1. 1"IIRE } - . :.. f ENGA YVIf TREE IN REII HOSE, , 1 , Y'IIRE ENI AIT# CABLE CLAMPS r A s ! >s l` t f IN ' MATE FILED z e NO Ste. _ _ IN -,e - IN6 FLA I ABA FINISH s 1 - _ - - _iy'''/-,'`c � �' j � j � � � � i i � t f'J a► �' �`� ��' w'Pin b 1fi r1 ,1 I S ALNbI TO - AT LIMIT �` c4RIsTAS TREE AR — ,H SPREAD �f , r METAL �? l I f \ 9"47'w ease 12' Alm l�TOP 1/5 OF ROOTBALL + I 1 ' ` f f / ; , **- �• , `_ IL MIX- I 3.-ILL IN LIFTS '! / L a F , �.. t f + . COONry e ■ - - -. , - ., r` J \ - { + �- - F 5ttl'!a`M 7o,Ge' ftaaeB.r RZSaC., fJ -� VITT'i WEIR AKII �����-�� i = - � r �,..� f ) f ►taG> • I j(7 1_E + s A- 1 MO"OF 501E IN CENTER PIT TO T >; A =-� �. ,f` i ' ' .�` E J <_� JJJ r / YTYM f s - / BALL AT IRS ATI t a / l ) 20. ` W. U, ail . r � ;,} r � � � • � � r � t � ,Ct�°3`` •, n , }� e � 1 +: o - AREA = 1,278,467 't _ 35 � 29. Ace# p ' \\ ... f Nam: SHMS SHALL SEAR SAI-E R�TI�11 F } ��WJtf�K S LOW TO FINISHED A+ IT <� Y OR FILE - _ VI-11 J'O Condomin * um -9tRT1WdH0tMZ RDAD— =� mcet ngkou5e cr r T - x w r \ rtbFr ) \ as eIs ram, e p s f '��+ y, Homes Common ,5 < I S' BARK WL CH IN S -' ' a PLANT a, Cil , GI+ITII+111, Ir yt0 �� :_ - IN I� lasS'�SS3�r ,� '� ' .." ',-.. ` --, _ - .Fen FINISH 6RAM fit 2 : �]OYf`),�.-._ 72 --- - T I - r -54 I INS 50L MIX: BAKKFILL IN LOOSE LIM `------- _ __ 61�0 DEPTH. SETTLE KTH WAM SOAKING - ,t�� < r III — MIS 50IL IN PIT TO T f �� � - t� - � � BALL AT I ELEVATION �1 �_ . North Andover, Massachusetts , 4 � POST set y .� �: % :i --- ' f =4 \ � a'' l�IAsLPt�,E - McKI �'.' �' p . MIN. r � �' ;�� � c r Drawing T'tie: x _ l DIAL I�R PLA j�" , mx SCALE: N.T,S, - S14 i � Landscape-- TAPER TO 4'X4® TO 'ARC 1 ; AREA 751423 SE I Sim PLANT LIST � ),� &WO � - Communityn f'� iPKATSURA TRH, _...-.. _. - ---_--_ $OfT#S"t! WOMAN HOFOVEW -- - -- --- VA+RIET ( - -. a - )twfu ,�64 � _. a `""-- L „O'er _'�'� `t ' ._ w. --. _ � ` � ,-•` _ _� ,�`� \ \ / V ( ,AI nr"W � Y,�KIfkS, \ � _ ►'tA+Pi-E?I TA ', 71JI.1I�Tf t o A VAS, N �' ? SUBMIT SHOP I�RANNrS w - _ APPROVAL PRIOR TO INSTALLATION .�-" �„�„� __ - ._.•.. OFNAMERrAL B+IT 2-1 f2" GAL. OW-4'1 V ( M3Z,F�f�iAtAYAN,�T+ , V (SAK�+)�i, a -.. SAF'II.{, _ _ KOREAA A I� , - 1i AY rlePmi - J ' �` _ 11�'-� O.C., TYPICAL a7,aa \ _ GAL V (.,4P, ,PINK 5MRE RW ,RED 21", � WBA l�MA � ,�� LILAC, V ,w�rf.'T`AT ��y��y / t'� �[ /�.®� may.yp ' _yy '.' e.r ' � •R _ `r{` e 7'. 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A 00MATAA AZALEA VAMMM MLAAW ,,s.1>�VAULY W`M flff� S STIS^4AfiT5T[SNIAJ BU?0"ipY�P I JAt7A,fESE MT f a ° °as a rc = Ep r (_ •.-�. lot Wo gf"C.1 W It 1t N4, oR te" CRl1 -4K , YEK A� _7 L1 — 8 �Ay JAPA N25E YEK LEZOPf�E MT.LA MA L,R OD��N VAR1I� c� G_3 - -)�II I C �JCJULE t3E WI�,I�fipf�.1�,GAd�LCN1r4H,t4,GATP�E,GATAJ'Y3IEtt6E ALEtA•1, ',. — i _ `�` ti ' R ,� `. ,' s Date: 3/lI/C��I ; GHIC�fk?tI2I�,NWA F.K RCJ`SMAY,LEES PARK FW,i#05EAh(?. 12 127 i < CONT. 2 M PUTS ,E�DltY W 6AET,Y,JNM V* T M f13A+R BIIlE z" �';1 t y (bNT. OR fY - 12' RIbS,A�',PAG�tY�ANT�RA+,f'I�IYi!►�r. ,III TYPICAL CEDAR LIGHT POST AND LANTERN NATURAL CHAR RAID FENCE �cle=� LANr�AI E + I?, _ 4• n , n FE-SLIT5 �' t � Ce �j ll a SCALE: 3/4 -= 1 —C SCALE: 3 f 4 = 1 -0 ;' , Drawn: CCH �- i,,� t G •� 1 GI1l�GIceGI: f E NOTEZ WKTRAeTOR HAY UW"TIC N C44AIN 6 A'FROVW 10f LA NOTE: TRZE-5 5HALL S�M 5At-S P-BLATI04H,P KXD 5TAXE(5M aa�ON IT 50FETO RMRSERY Tip rlx(!� 10'-C" O.C, TYPICAL OR HOSE,&_Azx�L12, I D�nT, I N57ALL TI+;ZEZ_,6UY5 FM-TRM- -MAR NOTE; 54;ZZ 5W-J-L SAII�,T FELAT40WEAP Edj �o �AJROIW BALI TO FIN15iW A6 IT,5`OPZ TO Rr< y DOUBLE STRAND ATTAL44`61 -rS A OR NtLb 6R,Att, V T 2/5 HE[6+iT OF TREY-- U�_DOUBLE Elf-00 6 1�fAN[Ztb STta KRE TR I _AL -O� ' IT CMAR H=tress Associates,. h1c. 556" F 5T-SPL TREE PIT AITR.'MALLEABLE CAME�(,LAMF`55 movim sLoT r-op,F-AiL5 Landscape Architecture*Land:Planning WTE, TW=_,5HAILL M41k 5AW, Cn \ .a- - I I I ,"x4" RAILS- 5FLIT CWAR TO F414115HW 6RAVE�A5 IT BOFM TO MftERY 51 5ARK MJLC.H KBALICER fD -_ I k�� 17 Tewksbuty:,Street,: Andowr MA 01810 OR Firm 6qAM ".,4VoE:"Zp TUFINBUC4�� low Fm WIRE I IN POST SLOT !BET L0OF_ I 'LANT 5ALrK.4" ITINJOUS 978.470.8882 470.889,0 faic 5E0JRETf;0E ARAMN6 AWVE FffiS BRAW-hi 5 F CION "m 5EP5 NO SAA, FLAI 0146i -ATM FINE STAKE FM STAr PROVIDE 2, NO TREE5 OCOJR114 BEM FINISH SR- AVE 5 mR,TREE. DRILL TO AC4EM 60(W,RE. YORNIN5 FLA6 15" ABOVE FIN61-16RAj)t Wr A410 fmNOVE BLIRLAP Mom,TOF 1/5 OF ROOTBALL GRAM- IFT5 Or r-NISH &RADE C�y MAP 7RJKK TREE W�AP HNISH PLANTINS SOIL MIXt:5AKf=ILL IN LdbSE 11 A�-OF,OJY�5 TO ENTM 6ROU?-�) AT LIMIT 57'BARK WL444 IN 5A4,=R fff I- or M 501L IN CENTER,OF PLANT 19T TO SLIFFORT COWArTED rtw*%r�*:4m c4mKorzk KTIAL GRWOAWC� M0JNP OF FImW6P-AZ)E 5AJ_L AT REWIRED ELEVATION 00 OJT *0 1 047VT VURLAP FROM TOP I/'A- OF'ROOTBALL TAMFM 6RAVEL SA5E rz�aMi�MWIM TOP V3 OF ROOTaAU 2 A N6 MIN, FI-ANTI �5611_MIX. BA_CXFiL_1 IN LOOSE LIFT5 Ne 50 x! Loo-er-LIM or oo L mi s*44,x-tu IN --8" DEPTH.SET1LE KITH THC�f INATER,5 MN6 LE:K t14 n4OR&I6+1 KA"1EX 0 b'-b'0E1"TH_SErf WOO OF WIL IN CeiTUR-OF PLANT PIT TO 6-PPORT MOLP0 OF WiL N,CaM32�0177 PLAW IFIT TO WIVM 15ALL AT REWIRED ELEVATION 12 -n0f BALLATW-Y��MZVA 4 EVERGREEN TREE PLANTING DECIDUOUS TREE PLANTING AND STAKING TYPICAL SHRUB PLANTING NATURAL CEDAR SPLIT, RAIL FENCE j" SCALE N.T.1 SCALE N.T.S. 'T.S. SCALE 3 SCALE' N. f-06 4!-C WALK 7_1 YR A 7T 14 A5 5FEC TYPICAL PAWL C4 A LATTIr,,E 4'X4' ?C*-T CAP 46 ul IA- < 5117-momT LANTEON ji Ok loo WKINLEYfrYF) --ffl]""Jill 11111:11 111111, �41 1_1 f 4" N, TARR TO 4")(4" TO A�-LANTERN E,To, "' �*10 FINII�R WOOD ARBORVITH GATE PICKET FENCE 16 SCAM I T ;WIT�A At* V 6N1 f jlk To WNrEl�VWC AND PMN DOLTS POR �W�-PRM *��LATION TN",ft. 6m VANVAL RMISTAWM FIRE, �%4A" ACCE bLt C�abn 0 Olt -5 e r n QSLY mt-1-m-T 0 41t�!N& ST�IX A 01 rm .5 m A fa a I/2" VIAM�R:6ALVANJZW tVl APO MA(, _­7 2"SP��ft�AJJ TS 490 A= KNL 4-57TT, JM KAILS At <_ bow,50. TAPER.W OWAR ft*T,:NATJRAL INISH j 'L_,�- er 'M a8s -setts N v -0 h:An, U axa MM PC*T H ice* WNCfem FOOTIN6 0, - .1 � L Ti _TE FOOTINS 40f�Ap�ASRAVEL VPA x za-i-(m"BASE M-PAVEMENT CZUR5E �04 0: 4A��41RAVEL VA R r TED 50&ZADE, PF C40WAC ape 0 8- fill lit. 12 !YPICAL OE�R :UOHT fO$T AND LANV* TRA 1 8 TYP A TRAFft C, PAIL FF C _41 PAN on V4* 1 N T& -SCALE. W�114* SCAL SCALE- KT& FLANTI ���, N�Tp;i� CT -FOR , 80 "AVATION 'ie F'PI6f`Z,T0 Tf-S-ST Or AW EX6 PR TH, TEV� N H1 R t 10LANTIN6� SOIL M' 11X` OROU&HLyl lj��- -f kP kA Co N LOAM TH ON AND OF THE TR_A6T0R 5H A I, - _6 6TIP`Y`V 6SAFE AND E- H? 5 C.Y. To I �6Y. GUIV -ENT MANURE PROPORTIONE AL O'SS, BE fl;ZOVIDED NIT+4 AVI65ArE N CAF!�TONE -TULL UM5 R INDICATIN& THAT ALL',EX1StIN(5 P41TH FERTILIZER ADVEI:� PER MAMr- RAtt�. C4*r_*ZTE FAVINS KCTti-OF KALL UTILJTfitSHAVE BEEN LOCATI-0 AN I,�4 -W 17 ARK� STONE WWORMING TOASTM 4,q56-Wj 65W 12' x 12" sy j S/aft 12. THE LANDSCAPE CONTRACTOR SHALL�6�ltt!�ALL FLANT CONTRACTOR 5,HALL BE&IN MAINTEN NCE IMMEDIATEL-r A77�tR FINISH 6R��VAR11515 A MATERIALS FOR ONE (1) FULL YEAR FI;ZOM VATE. OF N '!FTANCA� 2�C4WAC1W 5TONE JAW W17TIN5 SM FLANTIN6 AND AILL 'C0 TINUE UNTIL FINAL ACCE airr JOIM SPEFT KTH MASMS SA�O VERIF'Y".AJ_L TREE I -R TH 15. ALL FL MATeRIAL5 ARE SU[5JECT TO THE A -',CVAL� OF THE 5� OONTRACTOR15HALL EMOVALSW LAND5CAFE ANT Ci -APE 7, _ :�11 I ''. - ARCHITE AT THE NJF,5ER'r, AND AT�THE.�511 LANP5, OTI PRIOR TO CL ON5TfR1JCtIC� HIDDEN MORTAR JOINT5 AR-CHITEC7 (7�C40WAC-MV (5RA%,`EL 5ASE 6TOE-KALL- 14. LANDSCAPE ARCHITE CT TO FI-A& ALL TREE!5. 10 ;50 TRA 4. <:,ON1T1PACTOR,SHALL �HA' J_ FOLI&H -TO NTA I t-4 I A4, AY ,f 01�4 ALL PRIOR TO CONSTRUCTION START. EXCZFT SW Date KHM-�E E>FO IBUIL-VIN6 r ION5, 5EEN V15TUk, V 5H'^L T,EX-6EED- 5,1, 15. ALL AREAS OF: THE 51TE AHICH HAVE NOT U3 _5E 5. MAXIMUM 5LOFE. kNITHIN Vf��� AREAS' 7(3 _,L NO . UNLtS&OTHERAISE kotm_ OTHE"15E DEVELOPEP ,eHALL BE LOAMED AND =VED 4NITH A VF- MINIMUM DEFTHIOF 6 _PTH TOP501L, THE LANP5CAFE C�OWRACTQR 544ALL ALL FL M AL-5 Ififf 01 ANT - A IN GUANTITIES SQ f 16 ENT To CO -ON THIS U'WACTED 506FLAIX U -1. ALL MATERIALS SHALL.-CONFORM TO� T+4E. &UIPELINtS E5TABLISHEb 5)" WWAC,71M 6RAVEL Lo 5i THEAMERICAN ASSOCIATION OF NUR��� cc 6. ALL PLANTS SHALL PEAR� scole: A5 NOTEV T+4L SAME RELATIONSHIP To 'H of;�Az�� Driole4ing No. A5,. TO� OR16INAL ,6fP,,-AI:�t5: in UNIT PAVERS ON STONE DUST BASE STONE- REI AINING 'WALL SE CTION <4. Al I FLANT5 TO BE �0��LLE IN: 'LAP C) 12 k1-y D E3ufp I ZEV OR, NEERI, SCALEAIS.., < '_P1 BAR 'R 0. IvULCH FOR FLANTED: AREAS TO'BE-A6E-V tst ' IALL�, K FA T rile: M PET OM '�,A -- ��­�` ;�A DEC F05E1;),,,PARK�,5ROM-IN COL6R THICKER, THAN L.4"INCH.- 0 COH 36' 3.0' F9010 - ' a,o' �1' �1' I.Q"VANES 5' 11' R.O.W.11' 5' 4` VARIES V-B 4*-0' 4` Q" I GRASS STRIP GRASS STRIP SIDEWA ¢ CAPE GOD BERM " .` -0� PROP. CAPE COD BERM 1 2 FT 1 2* FT t -�- 3 X SLOPE 3 X SLOPE .- . } 2" BITUMINOUS CONCRETE 3.-O" - f 3:1 SIDEWALK I 6- SLOPE-- sLPE 3 SLOPE -- f f MIN. 4" LOAM 4' 41 Huntress Associates, Inc. AND SEEcl M f f i.5' THICK TYPE i � MEET EXIST. GRADE '°t Q / f WEARING COURSE C] I f HOT BITUMINOUS 6" THICK PROCESSED 0 Landscape.Architecture & Land Planning 7C4,71�F7, - f - PROPOSED 2' BITUMINOUS f PAVEMENT (MIN.) GRAVEL (MIN.) f ROP. ELECTRIC, TELEPHONE & GABLE f MEET EXIST. GRADE CONCRETE SIDEWALK (TYP.) CABLE SERVICE / Tewksbury Street, Arld�tTer I�1IA 8D f 1 ] 1 8' THICK BANK RUN � 978.470.888 470.8890 fax � 6 CRUSHI=D 2. HOT BITUMINOUS CONCRETE �, f GRAVEL (MIN.) i � � 4" LOAM & BASE (BINDER) COURSE f f 4 LOAM � SEED PROP.GAS SERVICE (TYP.) L—_ -� - SEED L�i_� � 1 1,�2" FINISH (WEARING) COURSE � f f 2" THICK TYPE I BASE ROP, WATER LINE (T'YP.) COMPACTED GRAVEL BASE COURSE HOT BITUMINOUS 5` COVER (MIN.) 0- I f I PAVEMENT (MIN.) f I Y �r ROADWAY PROP. DRAINAGE � �.11 �I f' ]� RC?P. ELECTRIC, TELEPHONE & CABLE 1 CURB BITUMINOUS CONCRETE SIDEWALK NOTES: PROP. GAS PROP f I CABLE SERVICE - -- SERVICE (T1fP.) �,�.."_®j 8" GRAVITY SEWER L,�_.�_.,� e PROP, WATER LINE (TYP.) NOT TO SCALE 1, FOR GENERAL NOTES, SEE SHEET No. 1, fi" PROCESSED S' COVER (TYP.) NOT TO SCALE a GRAVEL 2. ALL AREAS WITHIN THE R.O.W. NOT OCCUPIED BY ROAD 8" BANK RUN PAVEMENT OR SIDEWALK SHALL BE LOADED AND SEEDED, GRAVEL Must - �...._ LAJ r-r ,�r r-� y�,r r,� � cif esign Consultants, Inc. TYPICALROADWAY Fu1 .�V WITHOUT a[ 11�..1 U1 CURL) � 44 Stiles Road, Suite One NOT T4 SCALE � � � P � Q Salem, New Hampshire 03�J79 A (603) 893-07 0 PROPOSE[) MAIL ENGINEERS• PLANNERS*SURVEYORS 4 LB/FT *U' s° � * 1* per Ft. N 4 % Max. slope � Recommended CHANNEL _ Max. 1Qi� _ www.mhfdesign.com (GALVANIZED) HOT BIT, PAVE. FIAT BIT. PAVE. " E WEARINGC)GTf�I1/2 INCH „� -�-_. (TYPE B) 2 INCH _ g BINDER COURSE PROP, PRESSURE t, ESE TREATED PEDESTRIAN BRIDGE PARKINGLA- ccr U. TYPICAL DRIVEWAY PROFILE 6*-0' WIDTH 0 N ASMAUS JNiL , 1- 3 1/2' j DE W 'TREET GRADE ' - ` t sulfi n 0- o 1 g �Q4 0Qo�0( '00 NOT TO SCALE POST SECTION C t� C c, v w SIDEWALK N,T.S F ¢ —' €fit GRAITE I "°o min E �, o COD AREA Is FOR S,LOCAL `®{}* x 6* X 5j4* SIGN CODES,NES,FINES, s s to ET CPSIOM oaf dp ,o FL"A PRESSURE TREATED NUT AND ', ' Pas o IL Recommended CONCRETE LOCK WASHER '. I 11=� F-1 I®I 1®�I i— Max. c DECKING i t I�III_III=III ( q' , 4 Max. Slope ,'�'�, > # 0 I* 0099 VAN / '/ r 1" per 6" f 16* MACHINE c per Ft. ° '-`". PARML PLAN 8" BANK RUN GRAVEL N SCREW OR BOLT ACCESSIBLE SUBGRADE SUBBASE �!k�M O�' RECORD: ' * PROCESSED GRAVEL MARTIN SMOLAK BASE PROPOSED RAIL N.T.S. PARTIAL ELEVATION M315 Stl1THDRADI-IRD STREET K MOUNTING _ " " * NORTH ANDOV N.T.S.NTS N,T.S. SEE WALK A DETAIL s a x s x s/4 ER, MA. 01 845 PRESSURE TREATED EDGE OF WALK (AGAINST DETAILS DECKING SIGN POST WITH LANDSCAPE OR BUILDING TYP. WALK NOT T{ L } O G p� ACCESSIBILITY SYFi18'3L dt ) A STREET lt' 31 'VAN ACCESSIBLE` SIGN � ' NOT TO SCALE DEVELOPER: MOU BELOW`. SIGN POST WITH ACCESSIBLE SYMBOL 2'x4' DETECTABLE 2" x T 2" PRESSURE MEETINGHOUSE COMMONS LLC. ' ACCESSIBLE 4 ��gg SIGN ONLY WARNING SURFACE TREATED? .IOIST 1$ HICKORY HILL ROAD RAMP. SEE - SEE DETAIL 16" D.C. DETAIL NORTH ANDOVER, MA. 01845 --- FACE E MONOLITHIC -- BITUMINOUS CONCRETE PAVEMENT - I CONCRETE SIDEWALK - I wHE OP SEE OR CURB 000000 0 0 SEE DETAIL THIS SHEET 'ECT11�X A-•�4 APPROVAL UNDER THE SUBDIVISION CONTROL DETAIL (REO-D. IF EDGE OF RAMP O�(30 0 00 BIT. CONC. BERM LAW NOT REQUIRED. APPROVED BY THE C 000,0 TO BE FLUSH WALK LESS WTI 18 WITH PARKING 4 ZONING BOARD OF APPEALS SITTING AS THE LOT SURFACE Ts' PLANNING BOARD PURSUANT TO G.L.C. 40B, 4' PAINTED STRIPING CURB 5' 6' TRANSITION " " SECTIONSfl-2 l'-6' O.C. AT 45' (MIN.) CURB P) I -0 V -9 IN FRONT OF RAMP PROPOSED POST & FAIL TO CONFORM TO THE FLUSH WITH PARKING " FINISH GRADE ADA & AAB. LOT SURFACE 22' REQUIREMENTS OF THE - ITT - - i _ C I _ _ _ NOTE; THE �CESSIBLE _ ._ PROPQSE[7 PROP. PEDESTRIAN PARKING STALLS AND � w - AISLE S NOT va NOT TO SCALE - , ; }} 1 . ..s SIDEWALK BRIDGE EXCEED A LE NATIONAL STANDARD - `-,_ � ••s ; IN ANY DIRECTION " �� ACCESSIBILITY SYMBOL - PAINTED ON PAVEMENT. OWE CKGROUNIT :. ;, °;.•: -' ;+ � OR PER LOCAL PER A.D.A. OR PER LOCAL WITH WHITE GRAPHIC CODE IF LARGER CODE IF LARGER $ _ VARIES PERMANUFACTURER co p 1 _\ 4 t DETECTABLE WARNING pp C, , Q ca €)piJ ,i? CONCRETE' v BETE FOOTINGS GS g��y /y SCALE }''� ��`' Y.. � .:., SURFACE - SEE DETAIL o � _.. � . NOT TO SCALE • h '"'• .}. \\\\ .• - fit;? c�0 �' cj f) - �� Q. ' �-a 0.9* DIA. f{ {f� EACH SIDE (lYP) 2..gdJ"`. LANDING -. -. 0 � � C>01 SEE WALK 1.5 CROSS _ o T - .000 , �Ct 1 r \, .... DETAILS �.-. �--® � -- \ " SLOPE FOR DRAINAGE 1 1 I III \ DATE FILED I- I` �����\�\\ 0.9." I}IA,, SECTION OF °`f�(?ME STAMP" 2.35R - ����� -- _ ^' I3. 7H. PATTERN IN SURFACE v� ���4� EXIST, STREAM/WETLAND i1.1 '1F 7.5 b4 ASPHALT OR COMPACTED I 2'X4' DETECTABLE c tt3 CONCRETE MAX � ,® WARNING SURFACE. SEE DETAIL .-= SIDEWALK. WHEELCHAIR oq�4o SLIBGRADE f'ra act: I ISOMETRIC N.T,S. EDGE OF WALK AGAINST „� RAMP ago BASE COURSE SECTION - BUILING 4R LANDSCAPE ci AREA E3 " ,35" RAMP REFERENCE SEE DETAIL THIS SHEET 3 .+ A CUB POINT T -t -WAN jg-C 1 TRIANGULAR PATTERN SQUARE PATTERN (EITHER PATTERN IS ACCEPTABLE) ARAMP FLUSH I N I GRANITE CURB EAHERA j" ��.12 MAX SLOPE (TYP (MIN) GUT`TEI� SLOPE MEAStIREO WITH PAVEMENT (1 j� , 5L NOT TO SCALE F ALONG FACE OF CURB TRANSITION --!- NOT T(7 SCALE k5 COMMOIN 5' MIN. _ �Ira - Is CURB RAMPS MUST HAVE A QI<TEGTABt F wA.n IN� RAMP LENGTH EEAIUR EXTENDING THE FULL WIDTH OF THE RAMP. (SEE SITE Pt AN) THE DETECTABLE SURFACE MUST CONSIST OF RAISED + TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 6' REVEAL LIMIT OF CEMENT 1:12MAX � �,��, o° _ i:12MAX INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CONCRETE WHEELCHAIR RAMP a5molaL Farm WALK �o©0 O WALIt CENTER-TO CENTER SPACING OF NOMINAL 2.35 NOTES: 0130 Q o INCHES, THE TEXTURE OF THE DETECTABLE WARNING 1. 6' MINIMUM TRANSITION CURB ALONG SIDEWALK. o k FEATURE MUST CONTRAST` WITH THE SURROUNDING Andover, SURFACE. (INTEGRALLY COLORED YELLOW CONCRETE 2. 2' MINIMUM TRANSITION CURB ALONG LANDSCAPED AREA. SEE WALK DETAILS 4, 6" OR 'f1=u.CIw TII,.E) - FL4JSH WITH PARKING LOT SURFACE � �'1� �: NG RAMP E T MI - L U5 NOT TO SCALE. NOT TO SCALE NOT TO SCALE Drclrling Title: Site I t INK C. Q0 T �I RO Ld Ln F , Revision ]�cate 0 c t alel 5H�'?M ]?rowing No. k Date: 511/4GI LO b: 2�8 0 I"ile- 2 YETI 1 0 CL IIr�awn: Gi-4C 3'-0' BEARING CONCRETE BACKING CONCRETE GR(35S COUNTRY STREET NOTES: AREAAGAINST DISTURBED TEMPORARY WOOD BLOCKING MATERIAL �'' EACH SIDE TO SUPPORT PIPE �, 4" LOAM SEED 1} FOR GENERAL NOTES, SEE SHEET NO. FILL NTHZgA UNTIL SLEEVE AND VALVE ANCHORAGE SET .. � .• . 1. COMPACTED FELT 2 SANITARY MANHOLES SHALL BE $' INSIDE DIAMETER UNLESS < 'r........ RESURFACE AS SPECIFIED } y I* GRAVEL (TYP} •- - a. . > • o AN INSIDE DROP CONNECTION IS USED THEN THE INSIDE OF a ED .b' o .'m.= GRAVELROAD BASE HEARING -,.,.b �'•: a4 As SPECIFIED THE MANHOLE SHALL BE A MINIMUM DIAMETER OF 5 FEET. UNDISTURBED AREA � � o.. MATERIAL NUT & WASHER3) ALL PVC SEINER PIPE SHALL BE DESIGNATED AS SDR 35. Huntress Associates, Inc. 3'-0" BEARING AREA , 3" itlNlfUM 3'-G' BEARIN AREA - WATER MAIN sl cK�r CLAMP %`/ - 4) WATER LINES ARE TO BE INSTALLED WITH A MINIMUM COVER r UNDISTURBED - ELEYATTCIFI vER11CAL BEN[}S MATERIAL TIE ROM � \ OF 5 FEET' AT THE BELL, INSTALLATION OF LESS THAN 5` Landscape Architecture & Land 'Tannin ` ` ! 'BACKFILL MATERIAL TO BE ` 5 COMPACTED IN 1a ufrs COVER MUST BE INSULATED IN A MANNER APPROVED BY 17 Tewksbury Street Andover 14�tA 01810 ELAN - TEE PLAN •- CAP GATE BOX �/�� THE DIVISION OF PUBLIC WORKS. i SPOOL PIECE TO BE 18" s� a0 TO GRADE IN LENGTH FOR ALL GATE \�'t\ OI? O.c'c� 470. 890 faX UNDISTURBED VALVES THAT REQUIRE THEM. tl FOR SEINER STRUCTURE AND PIPE INFORMATION, SEE TABLE NEW WATER MAIN MATERIAL I T � .'.': ." - — ; & CHARTS ON SHEET NO. 7. WHEEL .• 1? IMIIN 3'-0" ' BEARING i ' MJ BATE VALVE SAND BLANKET G 0 2' STY1tOFOAM RIGID ULATtON AREA ., (DOW DWEBOARD OR APPROVED EQUAL) - - �� 2" JO' ELBOW TEMPORARY 12 IfitN • . WOOD Maw BLOCKINGAs Emw 'A • s ®s CONCRETE WATERLINE As SI�I[AYa � 0� I 3"-1}' BEARING AREA PAS J 0 ( QI) DDING MATERIAL �'—B" ON R f D ST BRASS NIPPLE [?Q 1 2 D 3 4 BEARING AREA SLOW-OFF ?'AF FAIN VALVE ANC SHED AS REQU ',, � OO �� � � � �'� HF Design Consultants, Inc. PLAN HORIZONTAL BEND TYPICAL SECTION A-A }' 7 / r SLEEVE DE A�� BLOCKS ARE LOCATED EXCAVATE WHERE THRUST � 44 Stiles Read, Suite One �,r CONNECTION .•._..._ �EAT�I �►�BEDROCK ,..�. Salem, New Hampshire 03079 NEW WATER 3'-0" NOT TO SCALE TYPICAL !' MAIN BEARING AREA NEW (603) 893-0720 NEW WATER MAIN - WATER RESTRAINED LE ENGINEERS• PLANNERS•SURVEYORS MAINkW TO A .a www.mhfdesign.com .. : :A TYPICAL TRENCH SECTION . FOR WATER MAIN 3"_0» UNDISTURBED MATERIAL s BEARING AREA ' . .ITI;I LE,S S THAN F COVER IIH' REINF. BARS I - - NOT Tt? SCALE EPS, .- - ,� AUSli C. WITH TIE BARS A - - - - PLAN ® HORIZONTAL BEND 4'-O" Y BEARING AREA ELEVATION — )JR17CAL BEND PLAN TAPPING SLEEVE Y LYE 1 Main:StreetPO-Sox 700 Mavnard I O^t 7� �r�t ratr �^e CORE OPENING IN 3i E iflYtr - .l lr 1.�^ � �T PRECAST #.�ANFi TEE 11 - RISER. SEAL WTHtAefts I I Al r � �' � � ,\\\ 11t7T TeA; L.iNK-SEAL" REMOVABLE 1/8" ALUMINLJ s SPLASH PLATE TO SEAT IN NOT TO SCALE DROP PIPE BELL 8,689 1 0 � 9 9 � Di -- D1 1 I ` SPLASH PLATE TO BE OWNER Off' RECORD: CROSS COUNTRY STREET `, SEMICIRCULAR BELOW EXPANSION SLEEVE ANCHOR& FORM MARTIN SMOLAK g TOP OF BELL TO FIT DROP PIPE AND SPLASH PLATE _ _ PRECAST CONCRETE WITH Y" 0 STAINLESS STEEL MlGHAEL H. & HELEN R. SMOLAK 4" LOAM SEED GRASS COUNTRY STREET - - - - MANHOLE RISER (SEE PIPE 11," X A THREADEDBOLTS WITH WASHERS 31 SOUTH BRADFORD STREET _ SIZE TABLE ALUMINUM NORTH ANDOVER, MA. 01845 .•, ^.' f or�f r«r rrrr RESURFACE AS SPECIFIED 4 LOAM do SEED STRAP ANCHOR SECTION A-�A .. - DEVELOPER: GRAVEL ROAD BASE "d��"f• � � `'�iaiseiiii�i �iri RESURFACE AS SPECIFIED I t� • '• � ..j,�a.6E?' AS SPECIFIED �` �• '�]',/7 }� /�'t �t�]" ALUMINUM SPLASH PLATE DETAIL O fl0 �` $�° d°' GRAVEL ROAD BASE J et A C HOR ,I E tie°b ' ' .Q AS ;PECIFIED N.T.S, PIPE SiI= TAELE NOTES MEETINGHOUSE COMMONS LLC. °�o ' 1e' 1. DETAILS OF DROP MANHOLE TO BE 185 HICKORY HILL ROAD x\ :' 0 - PIPE SIZES IN. SAME AS FOR TYPICAL MANHOLE NORTH ANDOVER, MA. 01845 i''i' :.' * ' fly ALUMINUM SPLASIi PLATE INLET DROP IEXCEPT AS SHOWN. LU . IINIAfUM " SEE DETAIL SEWER pj P�2 ' ALUMINUM TO BE 8061-T6 - / 3' W1 INUM I.D. ALLOY AND TEMPER. APPROVAL UNDER THE SUBDIVISION CONTROL P PIPE STUB 1/4" X 2" ALUMINUM STRAP i ,12 I LAW NOT REQUIRED. APPROVED BY THE BACKFILL MATERIAI, TO 8E � a� ANCHORS SPACED 2'=-0" Q.C. 3. COUPLING: ELASTOMERIC PLASTIC BONING BOARD OF APPEALS SITTING AS THE:00 COMPACTED IN 12 LIFTS } PVC PIPE MINIMUM OF TWO STRAPS SL€TEVE WITH STAINLESS STEEL t BACFILL MATERIA TO BE CQMPACTED IN 12� LIFTS ARE REQUIRED PER DROP. CLAMP BANDS MATERIALS PER PLANNING BOARD PURSUANT TO G.L.C. 408 � COUPLING - CLAM G425. : a a PVC PIPE INLET SEWER - SECTIONS 20— E 4a Ceti z �, I 90' OR 45' PVC s , O I PIPE BEND SET IN 4. RUBBER RING WATER STOP: 2 RIGID INSULATION (TYP.} # INVERT MATERIALS PER ASTM C923. I WW HYDRANT TO MEET 11 2 LOCATIONS AS SH0 N TOWN OF NORTH ANDOVER _ - 12 MIN. ON SEWER PROFILE R QUIREMENTS S O BLANKET 1 Ut- ... E I_ 12' �iIN 1 I€IIFI 1 MIN `ANi� BEDDING MATERIAL - COMPACTED GPAVITY SEWER OR FORCE ►TRIM 131 W -R Pt BACY ILL AS SHOWN ON PLANS I � Q DDING MATERIA_ SPECIFIED DPON�L� � 0.8 41 R S D T A } CIE S t - - O.$ t1 t t 2 TEI 3 d } $M.J. CAVE VALVE BOLTED s: F O I ' ' - _ [5 ✓,/. TO 12'x 6' ANCHOR TEE DROP APE 0 SHEETING AS 11EIRE S_3" STiEETINCI RQIJIR EXCAVATE WHERE THRUST � � f XCAVATE AS REO IRED WHERE qn � � o as -� a BLOCKS ARE LOCATED t\3 \ s TIIRIIST BLOCK Q n°fl n Q¢ n � gam y° ` HRIJST 614?OKS Alf LOCATED as a as as as aQ fl fla _a IN EARTH 1N BEDROCKVARIES IN � �I-a Ih! BE[��'f�CK , ��o�����`; F` - ;r 6" MIN. F NDATV N STaaE Ta> BRICK CHANNEa�Sr�e�' DATE FILED pomp TYPICAL TRJ. END :- w ( � A TERSERVICETHRusTBLOCK x- /`. CIA. S IN VE DETAIL INVERT T I O ; KITAR SEER . RVICE NOT TO SCALE S8�7NE AT THRUST TO �E-PLACES — - _ BLOCKS (TYP) S tCALY AT MAIN RUN DROPS NOT TO SCALE 6 ID DAPS .. I MR INNER �'M TYE NOT TO TYPICAL PRECAST SANITARY SEWER INSIDE DROP MANHOLE I�I�e�,��ct: - T N.T.S. OM UUMMEETI NG HOUSE STOP COMMONS CORPORATION L OPATIC STOP SHALL BE OF iIz€ Ywlit A LAPPED c,�oUl+®ICY. TUC INLET THREAD 94ALL BE TW STEM T TYPE, OUTLET CONNEGII u SHALL I END AND SUITABLE FOR USE v STOPS S LL TUBING SPECIFIED. �S E BY MLR�. OR APPROVUD SAL at 5molaL Farm 1— NE ALL NEW WATER LI TO i"IDIA. ® ) 7UBWQ EXCI�T SIRE MAIN Nortk Andover, Ma,5,5ackU,5&t5 SERVICE CONNECTION'TIO RETAIL NIYT TO SCAU Proydng Title: 1" PVC VENT W/ GOOSENECK PE x PVC FLANGE ®"A' ADAPTER Sewer And CONNECTION WITH (FLANGED CONNECTION) BACKUP RING GASKET (-M) BRICKLET MASONRY ASO ET)COLLAR (TYP. 6, # Wcter Details ECJIIiRE BLANK FLANGE z W/ CAP NON-SHRINK MORTAR TO BE APPLIED AROUND PIPE - i PVC DROP PIPE,. SOLVENT WELD, HIGH-DENSITY POLYETHYLENE 12' 0 MAY. FORCE MAIN (BUT AT LEAST 1-PIPE SIZE LARGER THAN THE INFLUENT PIPE DIAM.) 3'-O" 1'-8 MAX. 1/4'x2` ALUMINUM STRAP ANCHOR MIN. MIN. OF TWO REQUIRED, 25M PSI CONC. ENCASEMENT MAX. SPACING OF 2'0' C.C. POUR TO UNDISTURBED MATERIAL f' MIN. AROUND INLET PIPE. NEOPRENE SEAL OR EQUIVALENT I SEE FLEXIBLE SLEEVE MANHOLE CONNECTION DETAIL ON "GRAVITY DETAILS' DRAWING. . Y, OF FRA ja®goaQoag9 aa�a aaaao°gaaQa°�aaa< .. I�IIC C. IETEIRO DETAILS OF FORCE MAIN CONNECTION t I SANITARY SEWER MANHOLE TO BE THE I SAME AS FOR TYPICAL DROP MANHOLE 1 fi' MIN. FOUNDATION STONE EXCEPT AS SHOWN. ELEVATION VIEW .FORCE MAIN CONNECTION TO SANITARY'' FEWER jANIIOLE ' N.T.S. - - Revision Date Cn d SANITARY SEWERS IN RELATION TO WATER MAINS THE CONTRACTOR SHALL INSTALL SANITARY SEWERS, PUMPS AND ASSOCIATED FACILITIES � (HEREIN AFTER CALLED SEWERS FOR THIS REQUIREMENT) MEETING THE FOLLOWING I GENERALLY ACCEPTED REQUIREMENTS Ft�2 THE PROTECTION OF POTABLE WATER SUPPLIES. THE SEPARATION REQUIREMENTS ARE ITEM SEPARATION IF CONDITIONS PREVENT SEPARATION FOR REGISTRY USE .REQUIREMENT METHODS OF PROVIDING ADEQUATE PROTECTION • SEWERS TO EXISTING WATER MAINS 10 FEET • SEWER MAY BE LAID IN A SEPARATE TRENCH CLOSER THAN 10 FT. I HORIZONTAL • SEWER MAY BE LAID IN THE SAME TRENCH, PROVIDED THAT THE WATER MAIN IS TO ONE SIDE OF THE SEWER ON A BENCH OF UNDISTURBED EARTH. I w . IN EITHER CASE THE SEWER CROWN MUST BE AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. SEWERS CROSSING UNDER WATER MAINS 18 INCHES THE SEWER CROWN MUST BE AT LEAST 18 INCHES BELOW THE INVERT OF I VERTICAL THE WATER MAIN. VARY THE ELEVATION OF THE SEWER TO PROVIDE SEPARATION, UPON I co APPROVAL OF THE ENGINEER, BY CHANGING PIPE SLOPES AS REQUIRED TO SGQIe: A5 AWN Droviing No. 110 OBTAIN THE MINIMUM 18 INCHES SEPARATION. NOTE SOME SEWER SLOPES ARE Date 51I I1�1 0 CRITICAL AND MAY NOT BE CHANGED. �-� * RELOCATE THE WATER MAIN TO PROVIDE SEPARATION. • RECONSTRUCT WATER MAIN WITH MECHANICAL-.JOINT POINT FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE SEWER (20 FT TOTAL). ONE FULL LENGTH I < OF WATER MAIN PIPE SHALL BE CENTERED OVER THE SEWER SO THAT BOTH .Job: 25050e) U JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. File: 25451?ET2 i SEWERS TO EXISTING WATER MAINS HORIZONTAL s CONSTRUCT BOTH THE WATER MAIN AND THE SEWER � MECHANICAL JOINT VERTICAL CEMENT -LINED DUCTILE IRON PIPE. SEPARATION o NOBTAINABLE . BOTH PIPES SHALL BE PRESSURE TESTED BY AN APPROVED METHOD TO 1�t'CIW n; � ASSURE WATER TIGHTNESS OR BOTH PIPES SHALL BE ENCASED IN CONCRETE. - Ghecl±ed: MSC E I-ocation Addrems or Lot No, Locaticiii Address or Lot N W-L R On-Sjj(gr Rffje n i Review �j 0 Time, 'I �50 Weather ?T ea site Time. P Ho�e n wer fty"on surtacls 5 C Date Number,n- Gap Hate Number Date:2z�"tion.,iden n, Location (iden":on site Location(ioent X1 iS ifyon site Plant/A j ton S `f4Cer San'" i"J Land Use Surface Stones �,Jru, St.Land Use V --idt Vegetardon Landform ndforrn 6d lip Huntress Associates, Inc. La the back) r vistane"Mgtefl boo W feet:CoenV position on landscape�20 piosition on landscaPe laketch an tch an the back) feet Drainagli way I 10 eel Landscape Architecture & Land Planning D�sjancln from: Drainagei,way feet li� open Water Body 100 tfo -reet, Andover MA 01810 y� ne� ope Une ��oo feel Open Water 80dY Pr rty 100 feet Propery Line too feet 17 Tewksbury St rea Q feet Pssible Wet Area ble Wet ---- -- Cther A feet other Water Weil tJ Drinking ter Weil 978.470.8882 470.8890 fax 7��77, EP OBSERVAT ON HOLE�LQU DEE IOBSERVATION HOLE LOG,DEZ T11 -a t Sail Iunse ca Octinal : I -Gravel e IUSDA� -7, I C 1111111111111111311111F AM MW �011111 Now W ANEWIN Z,-7�-L�f 4��YV L�c-oL on L5 7 Iy C-7S 1-z 67 z IMHF Design Consultants,, Inc. L o oorvl 44 Stiles Road, Suite One C, Salem, New Hampshire 03079 6ya I (603) 893-0720 ENGINEERS* PLANNERS* SURVEYORS Iwww.mhfdesign.com fj.oklop Aa WKW W&M invorp� -J -7-z 13 W"Dw L we LN ASSOCIIATES INC. Mf Jj dress or Lot No.II'k Location Ad nmenw IX 1E fiviro Address or Loz Location VeW e-3�-j ?view -pionj time. QIA W Deep Hole Number f15,0 Man Street P ­c Gather 0 Box' 700 Zoo Time: We tJ/4 MgS rd,_ Deep Hole NUMN ather Location(ident"an$its ()l 7rA.-O.700 tand--uss- Chirk 77777777 A 77� DtMate:Ldnd Use Slope j%j 14 surface stones simayna IW Slope V Surface Stones vegau"lon- Land Use ftmo vO *710 �897*0009 Landform— vegettribort 9 len Position or; [an scope (sketth on th bat:k)d Londform ch ion xbe backl Distencee from -ftsition an landscapejsket or -o<�: feet Way 7- feet nT%Open Waterr dV Diatalrices from.ng Frdperx Drainage felt feet y Line n1j: feet Potaij W_WetrAfee to-at peny Line G-t-�Pro eOttler feet Drinking W feat atef Well IA ON- OLE11 L bly JG t Ot�J/A feet a Room Drinking W qjj­SMA 10NJHb STREET NORTH AN V A. ATION HOLE LOG IoEF-p�CSSERV gat" so SoA HwiW othdf Cons stency,surfm=jinches) 'Soil C4W soil %(USE)A DEVELOPER: DORTh fTo..................... 0A)�US MEETINGHOUSE COMMONS LLC.L L-- -------- 185 HICKORY HILL ROAD I0 A NORTH ANDOVER. MA. 01 845 y Iin"u to,r Zo YR UBDIVISION CONTROL -7 Z-4 —61 LAW NOT REQUIRED. APPROVED BY THE -7/4 ZONING BOARD OF APPEALS SITTING AS THE 0 PLANNING BOARD PURSUANT TO G.L.C. 40B, ARM SECTIONS 20-23 L�oa),O , T I7 PR 0 oyle d Wq"jbq ftmft tttei%t�"W*W _in to*4 Koh Gvulw W NON.0**#Wamr.'N-rr . — - —�u 11 U t w Lo=tionAddr"s Or Lot NQ�e - -----I DATE FILED-pop 'j pill L Wealth'Data:Ovep HOWNUrribit' I n]w Location (Idenof�-;qn4 to P cis or Su rfa Stone 0 S1 0e Lond UsW Landf tQ"— C�j n,the back i,,sATIO,"X d osition on pe(isket oist*ncss 6�iri. feet-a I e EP 08SER VAT Boy1041:z Poesibli.Wet Area. feel Line Drinkipg wator Wait COM11 " ONS OEEP OBSERVATION;HOLE LOG ......... $oil Texture at 5MOIA rarm tu,�4Q 67 V tlow to yiz r Nortk Andover)"Own k U 5 C tt,5 M a.5,5 a c'7c-?IZ,Oi Z;15 ITest Pit Dctc D t-on site 0 XnV- 001100* from Sid T elble, We nK ell r VV41............0 B L IIFRAN M0 Ro ........... I T C IFZavlslon I77777777=,- Iki- FOR REGISTRY USE 777 0 0 in Br-010: A5 SHONN Vroviinc3 No.0 Ln pote:0 Job- 25050a< File.. 2505PEr;3 Droysin:0 M56 E3 M MOM MAY BE USED 4� LOAM & SEED L fOR GRADE ADJUSTMENTS 1) Disturbed areas shall be kept to the minimum area necessary STAKES (TYP) "'GRAVEL OR COMPACTED fRAME TO OE SET IN SOIL (FILLET) /--HAY BALES TO 13E SET njLL am OF MORTAR RESURFACE AS SPECIFIED to construct the roadways and associated drainage facilities. STAKES (TYP) ELEV IN IWO OVERLAPPING ROWS Z' MIN, r MAX A total of 500 linear feet of road shall be specified to be 00 o" ELEV A -0 - RAVEL ROAD BASE left undisturbed at any one time. ok co FLOW --%�'�-b- %'�"AA 4AS SPECIFIED DO 0660 FILTER rAmgg 4" EMECOMENT (TYP.) FRAME&GRATE, 8' TOP SLAB WITH 2.) Hay bole barriers and sediment traps shall be V NEENAH MODEIL H-20 LOADING �2'M OR MUARE OPENING 00 i R-1879-AS (CONCENTRIC CONE MAY BE USED FGR SINGE FRANC&GRATE Or% A A Installed as required. Barriers and traps are 4' EMBEDMENT r W<RE ADEQUATE PIPE COVER IS 32x68'Uk OR WARE OPENING X BALE INSTALLATION LEfENIQUE FOR DUNU FRAME MTE to be maintained and cleaned until all slopes 0 L= THE DISTANCE SUCH THAT :=�9 13 ARE OF EQUAL ELEVATION. 31 MINIMUM have a healthy stand of gross. A Huntress Associates, hic. -A SIDE VIEW & SPACING SECLION A 3.) Baled hay and mulch shall be mowings of acceptable W-0 f-BACKFILL MATERIAL TO BE -LAN VIEW acr 4--LCOMPACTED IN 12" LIFTS 1. uFT GRAM PLACE FILTM FABRIC UNDER GRATE. herbaceous growth, free from noxious weeds or woody Landscape Architecture &Land Plannii 'B' co REPLACE ORAlL I= OVER REMAINING FABRICI FLOW FOR -4 stems, and shall be dry. No soft hay shall be used. 0 17 Tewksbury Street, Andover NLA 01810 T &GRATE Wo 2- PLAM SECOND LAYM OF FILTER FAMC OVER A-0 GRAIL PLACE CRUSHED STONE ON FAMC 6" MIN. OVERLAP 4" EMBEDMENT 7 Ova 4.) Fill material shall be free from stumps, wood, 978.470.8882 470.8890 fax DEVM L-THE ELEVATION OF POINT 'A' *MALL W HDPP jT - ."L'1_1.1�..'�­."..,.�,_� '' CRTTQHED S TONE FILTER roots, ate. MUST BE A MINIMUM OF anOW WITH STRAH;�ff ............ TYPICA "I_L U L 5* 5 6- ABOVE POINT "B". SECTION BLANKE 4'-0" 1.D. .. .... T ......_.:_L 1. 5.) Stockpiled materials shall be placed only in areas �---..... . . ....... ....... ...._ SYSLEM FOR CATCH BASINS ........... shown on the plans. Stockpiles shall be protected by BOTTOM OF DRAINAGE WAY X-SECTION NOT TO SCALE siltation fence and seeded to prevent erosion. These DRAINAGE WAY -0 A 77 12" MIN. 12" MI TT-P measures shall remain until all material has been IOU o too 1. PRECO C%00E CATOi 1104SIN AS WNUF� PLAN L MATERIAL placed or disposed off slie. NNW BY MW CONCIM OR APPIRM WX ommmmw F� 6 1 2- WNCREIL 4,000 PSI ARM 29 DAYS. UC 1 TO 3 4 EXISTING 00 PAVEMENT AN MEW A EMNEENMOM 1 TEMPORARY GRADE STABILIZATION STRUCTURE DPAIRAGE PIPE AS 5V MIN 6.) All disturbed areas shall be loomed and seeded. A - 7�, 3. RONFORCING: H-20 LOADING 4 X 4�4 X 4 SPECIFIED ON PLAN 0ou 3. W.W.Ilk SLAB TOP -W. VS 6 Ir 0. RCP CLASS IN oo minimum of 4 Inches of loom shall be Installed with not Aiiiiiiiimiiiiiiii W NOT TO SCALE D a 0 0 0 r),� 4'-T I.D.SINGL 0 6 M(Wu 7 --�7_1 min ound of seed per 50 square yards of E 4. W*JOINTS SEALED WITH I SW OF SHEETINO AS WEI) C) 00 �777_��" less than one p, I.D.DOUBLE I L MOUNTABLE BERM area. MALMUMA ...........1ZEEaEXAT1= I A () I FILTER CLOTH 1 IYA M RUBM SE&W. L 'TEMPORARY GRADE STABILIZATION STRUCTURES SHOULD BE CHECKED AFTER EACH RAINFALL AND 1. STRUCTURES SHALL BE INSTALLED ACCORDING TO 'THE DIMENSIONS SHOWN ON THE SEE NOTE (OPTIONAL) MHF Design Consultants,,I, Inc. 5 EACH CON TO PAVE UnN H%S AT LEAST DAJLY DURING PROLONGED STORMSL ANY NECESSARY REPAIRS SHOULD BE MADE PLANS AT THE APPROPRIATE SPACING. CAST k IN E RTH IN BEDROCK ER0EI 7.) Application of gross seed, and mulch shall be accomplished 44 Stiles Road, Suite One IMMEDIATELY. PARTICULAR ATTENTION SHOULD BE GIVEN TO END RUN AND EROSION AT THE by broadcast seeding or hydroseeding of the rates outlined below: DOWNMEAM TOE OF THE STRUCTURE. WHEN THE STRUCTURES ARE REMOVED. THE DISTURBED 2. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MA14NER SO THAT L EACH SOM TO BE LAMS AS Wn. EXISTING2 Salem, New Hampshire 03079 PORTION SHOULD BE BROUGHT TO THE EXISTING CHANNEL GRADE AND THE AREAS PREPARED, EROSION AND AIR AND WATER POLLUTION WILL BE MINIMIZED. PAVEMENI Mulch: hay mulch approximately 3 tons/acre unless (603) 893-0720 TYPICAL TRENCH SECTION MIN. erosion control matting Is used. SEEDED, AND MULCHED. %IHILE THIS PRACTICE IS NOT INTENDED TO BE USED PRIMARILY FOR __50 SEDIMENT TRAPPING, SOME SEDIMENT "LL ACCUMULATE BEHIND THE STRUCTURES. SEDIMENT 3. WHEN HAY BALES ARE USED, THE SALES SHALL BE EM13EDDED AT LEAST 4 INCHES PRECAST CONCRETE CATCH BASIN WITH HOOD INTO THE SOU_ WHEN TIM13ER STRUCTURES ARE USED, THE TIMBER SHALL EXTEND AT ENGINEERS* PLANNERS,SURVEYORS SHALL BE REMOVED FROM BEHIND THE STRUCTURES WEN IT HAS ACCUMULATED TO ONE HALF OF _f FOR STORM DRAIN 12fid ift THE ORIGINAL HEIGHT OF THE STRUCTURE. LEAST 18 INCHES INTO W SOIL NOT TO SCALE 10, www.mhfdesign.com Creeping Red Fescue 20 4. HAY OR STRAW BALES SHALL BE ANCHORED INTO THE SOIL USING 2" x 2' STAKES NOTTO SCALE Tall Fescue 20 DRIVEN THROUGH THE SALES AND AT LEAST 18 INCHES INTO THE SOIL Redtop 2 5- SEEDING, FERTILIZING, AND MULCHING SHALL CONFORM TO THE RECOMMENDATIONS IN THE APPROPRIATE VEGETATIIVE IBMP. 10' MIN* _1 0" \'�EXISTIN 42 IN, PAVEMENT LANJING SPECIELCAI 6. STRUCTURES SHALL BE REMOVED FROM T14E CHANNEL WHEN THEIR USEFUL LIFE HAS PIPE DIAMETER, IN. IRWMENI SWALE 1! 1085 BEEN COMPLETED. Tall fescue 20 lbs/acre or 0.45 lbs/10,000 SF DIMENSION 10/12 15 18 24 30 36 L0 _ AS500AM INC. Creeping red fescue 20 lbs/acre or 0.45 lbs/1 0.000 sr _T A 42 46 54 64 88 88 10, Birdsfoot trefoil 8 lba/acre or 0.20 lbs/10,000 SIF B 14-5 24.5 29 37 36 43 8.) After all disturbed areas have been stabilized the C 33 45.5 55 65 63.5 66.5 temporary erosion control measures are to be removed. 150..Main Stteiet PO,BOX 700 D 6 6 6 1) STRAW OR HAY BALM %IALL BE INSPECTED IMMEDIATELY AFTER EACH FLOW --1 1 _'a 9.) Paved roadways must be kept clean at all times. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALI_ 1. STONE FOR A STABILIZED CONSTRUCTION ENTRANCE SHALL BE 1 TO 2 INCH STONE. --j Ma-machtnem 01754-0700 RECLAIMED STONF. OR RECYCLED CONCRETE EQUIVALENT. 10.) All catch basin Inlets will be protected with 2) CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SALES, ?_ THE L84M OF THE STABILIZED ENTTWCE SHALL NOT BE LESS THAN 50 FEET. low point sedimentation barrier. UNDERCMNG MEATH THE BALES. AND FLOW AROUND THE END Of THE BALES. 4" VERTICAL FACE EXCEPT FOR A SINGLE RESIDENTIAL LOT WHERE A 30 FOOT MINIMUM WOULD APPLY. WB*897#7100 fax,99790099 3) NECMARY REPAIRS OR REPLACEMENT OF BALES SHALL BE EMUEDDING DETAIL 3- 'THE THICKNESS OF THE STONE FOR THE STABILIZED ENTRANCE SHALL NOT BE LESS 11.) All storm drainage outlets will be stabilize and cleaned THAN 6 INCHES, ACCOMPLISHED PROMPTLY. A as required, before the discharge points POSTS SUPPORT NET 4) SEDIMENT DEPOSITS SHOULD BE CHECKED AFTER EACH RAINFALL THE ANGLE FIRST STAKE TOWARD 4, THE VVIDTH OF THE ENTRANCE SHALIL NOT BE LESS THAN THE FULL WIDTH OF THE become operational. ONER OF RECORD: (V MAX SPACM) POST ENTRANCE WHERE INGRESS OCCURS OR 10 FEET. WHICH EVER IS GREATER. PREVIOUSLY LAID BALE MARTIN SMOLAK DEPOSITS SHOULD BE REMOVED WHEN THE LEVEL OF DEPOSTINDN REACHES swum El 13 12.) All dewatering operations must discharge directly Into a FILTER FA13RIC APPROXIMATELY ONE-HALF OF THE HEIGHT OF 'THE TABLE. 5. GEOTEXTILE FILTER CLOTH SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO S0"A FILTER FABRIC PLACING 'THE STONE. FILTER CLOTH IS NOT REQUIRED FOR A SINGLE FAMILY sediment fitter area. MICHAEL H. & HELEN R. SMOLAK EQUIVALENT OPENING SIZE WIRE OR NYLON RESIDENCE LOT. 315 SOUTH BRADFORD STREET 5) SEDIMENT DEPOSITS THAT ARE REMOVED OR LEFT IN PLACE AFTER THE TOP AEW 40-50 U.S. STANDARD SIEVE BARRIER HAS BEEN DISMANTLED SHALL BE GRADED TO CONFORM WITH THE FLOW BOUND BALES PLACED 13.) No discharge shall be directed towards any proposed NORTH ANDOVER, MA. 01845 6. ALL SURFACE WATER THAT IS FLOWING 'TO OR DIVERTED TOWARD THE CONSTRUCTION COUPLER BACKFILL EXISTING TOPOGRAPHY AND VEGETATED USING THE APPROPRIATE ON THE CONTOUR D ditches, swales. or ponds until they have been property I VEGETATIVE BMP. ENTRANCE SHALL BE MPED BENEATH 'THE ENTRANCE. IF PffnNG IS IMPRACTICAL, A MIN 2(f 2- X 2- STAKES 1 1/2' TO 2' C BEIRM WITH 5:1 SLOPES THAT CAN BE CROSSED BY VEHICLES MAY BE SUBSTMITED FOR stabilized. THE PVF_ DEVELOPER: (TYP-) Cosamuom IN THE GROUND STAINLESS STEEL 7, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT MEETINGHOUSE COMMONS LLC. 1) BMM SHALL BE PLACED IN A ROW WITH THE ENDS M4TLY THREADED ROD At fr EMBEDMENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE 185 HICKORY HILL ROAD ADJOINING. 18" EMBEDMENT ANCHORING.-D PERIODIC TOPDRESSING WTTH ADDITIONAL STONE AS CONDWNS; DEMAND AND REPAIR N ANID/OR CLEANOUT OF ANY MEASURES USED -TO TRAP SMMENT. ALL SEDIMENT _TE ORTH ANDOVER, MA. 01845 2) EACH BALE SHALL BE EMBEDDED IN THE GROUND A MINIMUM OF 4 i7l, -OF-WAY MUST BE REMOVED SPILLE11), WASHED OR TRACKED ONTO PUBLIC RIGHT CONSTRUCTION SEQUENCE. INCHES. PROMPTLY. ENSTING GROUND 3) BALM SHALL BE ANCHORED IN PLACE BY AT LEAST TWO STAKES DRIVEN 8.,WHEELS SHALL BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC 1.) Install temporary sediment and erosion control measures as required. APPROVAL UNDER THE SUBDIVISION CONTROL THROUGH THE SALE. THE STAKES SHALL BE DRIVEN AT LEAST 18 INCHES RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA LAW NOT REQUIRED. APPROVED BY THE INTO IRE GROUND. STASIUZED WITH STONE WHICH DRAINS INTO AN APPROVED SEDIMENT' TRAPPING 2.) Cut and stump areas of proposed construction. ZONING BOARD OF APPEALS SITTING AS THE t JOINING SECTIONS MEL-IN METHOD 4) BARRIERS SHALL BE INSPECTED AFTER EVERY RAJNFALL AND PROMPTLY DIEVICE. j PLANNING BOARD PURSUANT TO G.L.C. 406, 3.) Remove and stockpile topsoil. Stockpile shall be seeded to SECTIONS 20-23 prevent erosion. REPAIRED FOR REPLACED AS NECESSARY. 5) BALES SHALL BE REWWW WHEN NO ILDNOER NEEDED AND THE SEDIMENT STABILIZED COALSTRUC COLLECTED SHALL BE DISPOSED OF PROPERLY. 4.) Construct closed drainage system. Protect culvert Inlets and ENTRANCE DETAIL cotcah basins: with sedimentation barriers. NOT TO SCALE 5.) Construct roadways and perform site grading. placing hay bales IS vff TOUR LINES- FLARE' "ND -E-C T10 and siltation fences as required to control soil erosion. 5LRAW OR HAY BA SILT FENCE NOT TO SCALE FLARE ENDS UPHILL NOT TO SCALE 6.) Install underground utilities. TO PROVIDE (TYIP) STORAGE CAPACITY ...... 7.) Begin temporary and permanent seeding and mulching. All cut �7 and fill slopes shall be seeded or mulched immediately after their ....... .. ............ construction. No area shall be left unstabilized for a time period SILT FENCE of more then 30 days. J B.) Daily, or as required, construct, Inspect, and If necessary, STONEWALL PROPERTY reconstruct temporary berms, drains. ditches. 311t fences and LINE sediment traps Including mulching and seeding. Z SID-IMENT CONTROL FEAVE /42- 9.) Begin excavation for and construction of buildings. DATE FILED A A Z NOT TO SCALE 4 10.) Finish paving all roadways, drives, and parking areas. a. A < 11.) Complete permanent seeding and landscaping. FOUNDATION WALL 2 SHOULDER 12.) No flow shall be diverted to any wetlands until a healthy stand of gross has been established In regraded areas. ey Project; IF 13.) After gross has been fully germinated In all seeded areas, 140-S MIRAFI FILTER----' STAKED HAYBALES remove all temporary erosion control measures. I--*-- USHED STONE FABRIC OR EQUAL 1/2- CR 31,C DIA. WA MEETINGHOU_5L TO FINISHED GRADE --R'IP RAP SLOPE A RIP RAP 1.0 TO 1.0 SHED STONE J. - I.' N E BASEMENT 12* MIN SIZE XQTES; a lot, 15 PACK WTH SLAB DR. BY. N. BALDWIN Z '.A 12" MIN. ROCK SPALLS 1) FOR GENERAL NOTES, SEE SHEET No. 1. COMM IN HDPE PERIF. PIPE--\ Hydro Condul t CK. BY. SLOPE TO DRAIN SILT FENCE BELOW S A PLAN 2) ALL FRAMES & GRATES SHALL BE SPECIFIED AS NEENAH LAB STAKED HAIIIALES--\ I STC 450i Precast Concrete Stormeeptor DATE: MARCH 20 200( A TYPE R-1879-A9. non BOTTOM 12' COMPACTED (NO SCALE) -L FOOTIN M01A rarm (450 1 G at _JS S ALE: N.T.S. GRAVEL PROJECT� Ir WATER LEVEL 3) THE RNAL MODEL NUMBER FOR THE PROPOSED LOCATION- DWG.1 Ir 4 -111- STORMCEPTOR STRUCTURES SHALL BE AS SPECIFIED BY NOTE: THIS DETAIL IS PROTOTYPICAL ONLY. 14 THE MANUFACTURER. COMPACTED SUaGRADE REFER TO TO ARCHITECTURAL AND STRUCTURAL NO 'I.-k Andovcr, PLANS FOR DESIGN AND SPECIFICATIONS. PROPOSEd PAVEMENT 4) SEE GRADING, DRAINAGE AND EROSION CONTROL PLAN GEOTEXTILE 'MIRAF] 14ON" SHEET NO. 6 FOR ADDITIONAL NOTES. FRAME GRATE TOP OF GRADE r yX_1 -UNDERDRAIN DEZALL OR EQUIVALENT Ma,5sacku,5&t,5 FINISH GRADE NNW NOT TO SCALE 5#s GRADE ADJUSTMS SLOPE PROTECTION DETAIL 12' OF 3/4" DIA� SECTION "A-A" DraNing Title: 8�' NOT TO SCALE WASHED STONE (NO SCALE) F CEMENT CONC. INVERT OUTLET HANDLE FOR DE WA TERLN(Grl BA SIN DETAIL Draincge / 41 PVC PIPE VARIES REMOVABLE 35" NOT TO SCALE MIN. 15" HIGF DOME MD TEE W/411 CAP CEPTOR 24" Erosion Control j A GUARD "TH WN PIPE INLET 6" INLET SEE NOTE 2 r-4 0 PVC PIPE DetcIls JL OUTO 22 1/2" I I I CLEANOUT/WNT PIPE "0 WTLET -30" DIA, C.I. T, RISER PIPE FRAME & COVER JL_ 8" (SEE DETAIL) DRAIN E 7H V-4 D IN 60 OUTLET 24' _f L4!'O WET- 4"0 WTLETA 1 DOWN PIPE RISER PIPE -k " IF ZA"M A 02EM (REMOVABLE) NEEDED Ito C, \-STEPS 1 0�F44�Nr OF 80t 1. PRECAST OR4CRETE MMHOLE AS MMUFACTLIRM BY MW OMW OR APPR(M EQUAL K NSERT DOME AND TEE HERE 2- =&REM- 4,000 PS AFFER 28 DAM INIONTEM0 3. 1101FORM H-20 L09W VI 11 FRAN (TEE OPENINGS TO FACE SIDE WALLS) 4 X 4/4 X 4 8" W.W.M. SEQDQN 11JEU CLIA0 4. SHIPUP MIS WAM M 1 M OF MBON THRU PLAN V1 tz] 4, 1* Dlk BUTYL RL13BER SIDIM. SS/ A! NOTE OUTLET 5 164CH WIING TO HAVE LFTW HOLES 1 THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPLICABLE. .71 6. M SEM TO BE LABM AS NM. 2- THE COVER SHOULD BE POSITIONED OVER THE 4"0 7"� Revision Vote CLEANOUT/VENT PIPE AND THE 4­0 INLET DOWN PfPE- 7. PIPE OPENM CAST IN AS KWM 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE 5- 4*-0" 1-1). OFF THE FOLLOWING U.S. PATENTS: #498,5148, #5498331, 2 CLASS 8 Co C. INVERT & 8' SLAB 10P AVMABLE #5725760, #5753115, #5849181� 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LO) PRECAST CONCRETE DRAIN MANHOLE FOR REGISTRY USE MAXIMUM PIPE DIAMETER 30" NOT TO SCALE 54�010: A6 e+i0kNIN r->roP4Ine.3 No. 2505508 File. :2505VET4 Vropsn: 0 h e c.k e d T L A N R (TYP) �2't LFOR i� ntAN 1TT�*.r SYSTEM 111i �jf� UNDISTURBED PER�ASTM D2321 LATEST EDITION, NOTES: EARTH COMPACTED IN MAX. 8' LOOSE LIM 12" X 12" X 6' HDPE TEE (TYP.) 12' X 12" X 6- HOPE TEE (TYP.) 7o ss MIN. OF M sPD 1) ALL SITE DRAINAGE PIPE SHALL BE CORRUGATED HIGH-DENSITY POLYETHYLENE PIPE DUAL WALL., SMOOTH INTERIOR AS MANUFACTURED �\ \ �,. �� \ � • ,. AX. f BY ADS, INC., OR APPROVED EQUAL, UNLESS OTHERWISE NOTED ON PLAN. ., - - k• r __--____--�. -------------------®e_�__�g_-..� ______,,______..,.�-______ 2 CONTRACTOR SHOULD tNI1RM SYSTEM PARTS D OBTAIN SHOP DRAWINGS A A I � � _-____�-__.®.___-, � ) ARTS AN AI D IN S FROM MANUFACTURER. SUBSTITUTIONS AND SHOP DRAWINGS 1 L SHOULD BE APPROVED BY THE ENGINEER. w; r ----_....�-.,. —————————— - ————— ——————� ®-- I = ax RISE ADSTANDARD DETAILS DISCLAIMER 3) PARTS SPEa nCATiONS SHOWN ARE AS PROVIDED BY ADS, INC., OR APPROVED EQUAL. ANY CHANGES TO THESE SPECIFICATIONS SHOULD I ADVANCED DRAINAGE SYSTEMS, INC. ("ADS-) HAS PREPARED THIS _________—_.--.�._Q._.+.,,,..._________________.n..s._�_� BE APPROVED BY DESIGN ENGINEER FOR PERFORMANCE. E _a_ STANDARD DETAIL TO DEMONSTRATE ADS RECOMMENDED INSTALLATION OF 6' ROt2F DRAIN 6 ROOF DRAIN ITS PRODUCTS FOR THE DEPICTED APPLICATION. IN ADDITION TO ADS' RECOMMENDATIONS, THERE MAY 8E OTHER NATIONAL.. STATE OR LOCAL 12' HDPE 40 LF. 12- PERFORATED HDPE PIPES HEADER SPECIFICATIONS THAT ARE PERTINENT TO THIS APPLICATION, ADS' HEADER �08 FT/Fr 12' HOPE (2) 2O �. 12" PERFORATED HOPE PIPES 90' ELBOW (TYP.) S=0-0208 FT/FT - - STANDARD DETAIL IS NOT INTENDED To SUPERSEDE ANY NATIONAL, STATE Huntress Associates, Inc.. (TYP.) (TYP,) 13O' ELBOW (TYP.) OR LOCAL SPECIFICATIONs, AND ADS RECOMMENDS THAT THOSE _ 24' GENERAL. L40TES: � REQUIREMENTS BE REVIEWED AND CONSULTED PRIOR TO THE INSTALLATION 1 OF ADS' PRODUCTS_ ADS HAS NOT AUTHORIZED, AND IT ®EARS NO Landscape Architecture & Land Planning 1. ALL REFERENCES TO SAND, STONE, OR GRAVEL MATERIAL ARE PER ASTM D2321 "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION RESPONSIBILITY FOR, ANY REVISIONS, ALTERATIONS OR DEVIATIONS FROM .PLOOF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION. L+A B THIS STANDARD DETAIL. 17 Tewksbury 7b Street, Andover NIA 01810 2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM I}2321, LATEST EDITION AND THE 978.47t�'8 2 470.8890 fax FINISH GRADE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. FINISH GRADE 3. MEASUR S SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKRLL MATERIAL, WHEN REQUIRED. SEE ASTM 77 E CONCRETE COLLAR- LID /\� /�/\ l�I, SOLID WALL HOPE CLEANOUT 4, FILTER FABR XTI IC. GEQTELE FABRIC SHALL BE MIRAFI 1 (N OR APPROVED EQ.) TOPREVENT THE MIGRATION OF FINES FROM THE / NATIVE SOIL INTO THE SELECT 13ACKFIL L MATERIAL. (6"� (6" DIA.) BMW 5. FOUNDATION WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE 011111111111mr Know GEOTECHNICAL ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. AS AN ALTERNATIVE AN A I - 2' 25.4" 2' 2' 25.4" 2' AND AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTE7Mt IF MATERIAL LATERAL ..� APPROXIMATE APPROXIMATE / EXISTING GRADE EXISTING GRADE 6. B� SUITABLE MATERIAL SHALL BE CLEAN COMPACT SAND. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNDISTURBED �� .� EARTH REDD114C .`— TOP OF SYSTEM! TOP OF SYSTEM ,� � �z � MHF Design Consultants Inc. ?. INITIAL BACKFILL SUITABLE MATERIAL SHALL BE PLACED IN THE PIPE ZONE EXTENDING NOT LESS THAN 6 ABOVE CROWN: OF PIPE. THE '� y" `"-'`` � ---- � s �♦ ' ? ► ¢ �, P• a • . • CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER, MATERIAL SHALL BE INSTALLED AS REQUIRED ���/�/L��/ 44 Stiles Reed, Suite One t a 4 IN D2321, LATEST EDITION. f / , -a ♦. . a s 1 .Y ` a' . • '► ' CLASS [ OR III MATERIAL New Hampshire 0�079 .p ♦.` •, � .. .••' • `w �, / ..- � a r _ •°� CLASS L OR 11 MATERIAL Sc'- Lem, • .° . = 4- MIN. FOR 12"-24" N-12, 42'-60' HC • , � �+ • ,�, -. •�„�.r1 � h3 '. .. �'4��„d• . :-, ' , � ,. \ � �. PER ASTM 02321, LATEST EDITION, B, MINI MINIMUM COVER OVER ALL RETENTION/DETENTION SYSTEMS IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE COMPACTED IN MAX. B"' LOOSE LIFTS ,•. , ...• •,. • : *¢,.,. I~.. . ! COVE : - s" MIN_ FOR 30"-60" N�12 (603) 893-0720 t , • s M TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC To 95% MtN- OF MAX. SPD AREAS) IS 12' FROM . • .. �. , •- - ., -`*`�" •• � APPLIC4TIt]NS, MINIMUM COVER IS 12" UP TO 36' DIAMETER PIPE AND 24" OF COVER FOR 42" fiO" DIAMETER PIPE, MEASURED FROM ENGINEERS f PLANNEF'�S® SURVEYORS BOTTOM OF SYSTEM :, . . ° •is- ` BOTTOM OF SYSTEM :- . : ; v a, ` TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT Oft TO TOP OF RIGID PAVEMENT. CONCRETE COLLAR GRATE AND FRAME www.mhfdesign.com LL L 12" HOPE z " HOPSORE24"SORID12 ADIA. 12 HOPE - SEE PLAN VIEW)) € � PERFORATED PIPE (T`YP) � PERFORATED PIPE (TYP) y 3/4" TO 1 1/2" STONE SIZE 3/4" TO 1 1/2` STONE SIZE / NOMINAL NOMINAL TYPICAL TYPICAL DIAMETER O.D. SPACING 'S' SPACING 'C' LATERAL ' , PULON ESHWT ESHWT ' 14.5" SIZE SELECTEp UNDISTURBED � _ _ 12 11 25.4 INFILTRATION EARTH '/ sr _ - `, SECnEE " ro w EDEEG* 15 1 LI 12 28.9' 1#" 21" 1 ' 33.9' T 24" 28" 13" 40.7" 150,Main Street: a P0: fax 700 CLASS I OR [I MATERIAL CLASSS I OR II MATERIAL 30' 36'- 1$" 53,1 PER ASTM 02321, LATEST EDITION, = 4" MIN. FOR 12'-24" N-12, 42"-60- HC s 4 -0700 ROOF COMPACTED IN MAX- 8" LOOSE LIFTS ® 6" MIN. FOR 30"-60" N--12 R SYSTEM 1 R INFILTRATOR 36" 42" 22' ' TO 95% MIN. OF MAX. SPD - �. SECTION A--A ® ' 4 71.9 T ypica RISER LEAN U LET' NOT TO SCALE 8*8 * 1 9 OWNER E RECORD: SEE CROSS 1C{m3• MARTIN SMOLAK THIS SHEIET cII MICHAEL H. HELEN R. SM®LAK 315 SOUTH BRADFORD STREET LINIIA1 r w�w�ED ORADE AT - 4E' X 12R HDPE NORTH AND4VI R, MA, 0 845 --12' X 12' X 6' HOPE TEE (TYP.) . .: F�WIDATM WALL OW. EACH E DEVELOPER: --- ---------- ------- - -- MEETINGHOUSE COMMONS LLC. I � � � _�:• ,. •. ,- �—®—— 185 HICKORY HILL ROAD -------------------- -��. �-� ����_� _- -__� 0 TW�tUNIT NORTH ANDOVER MA 01845 6' ROOF DRAIN -- "• -- I HEADER 12°' HOPE ( ) O LF, 12` PERFORATED HDPE PIPES � APPROVAL UNDER THE SUBDIVISION CONTROL l s=0.0208 FT/FT .• : .. ... I•i,.rER I-ABIa� 3 I LAW NOT REQUIRED. APPROVED BY THE I 54' ... '. CftLRS(F M (MV11 . L'y'r BONING BOARD OF APPEALS SITTING AS THE - ewc� PLANNING BOARD PURSUANT TO G.L.C. 40B, y SECTIONS 20 2 " UNDERGROUND 4* PVC : . DRAINROOF . SEE 4F �I MAIL 11 IEfr � - FINISH GRADE \- J - = COMPACTED NO O SCALE SUBGRA1)E A �'��� �� FINCH GRADE VARIES SEE TABLE t . -- APPROXIMATE JVDER UN _ F � � `, E � 'r fi EXISTING GRADE �I I NOT TO SCALE TOP OF SYSTEM _ — - 25,4' 2 t 1 * a I ® I> 2 12 X 4" HOPE TEE (TYP,) . •. a I I I BATE FILED Uj CD , BOTTOM OF SYSTEM PACING (TYP'.) _ DA • • SYSTEM " a a•♦ .a �` a. a•.. ��• •� .a � 1} - BOTTOM OF PERFORATED RIPE ( ) " ROOFDF�N VARIES SEE TABLE HEADERProject: 3/4' TO 1 1 2' STONE SIZE S-0.0206 F F/FT 12" HOPE 12` PERFORATED / ( ,) 90 ELBOW (TYP.) HOPE PIPES Mr—ETINIGHOU5L STONE BED LEIvtTII cv 3/4" T(} 1 1/2" STONE SIZE 12' HOPE I ESHWT PERFORATED PIPE (TYP) . . _ ESHWT VARIES ' SEE TABLE � F S 1" 10' -- COMMON5ZYMMATI-M SE I I N ILT SYSTEMQ � � SCALE: 1" - 2' at SmolaL Farm Andovcr, ITS 5, #19-25 .ROOF' I FIL'TRATT S T'E T L NOT TO SCALE I Ma,5,5acku5ctt,5 Drop4ing Title: i I Underground Roof I I n f il tra ti on I System, Details f c a� / MANK C EII;O 'Cltlll I30. I r fi 'vision Late Q I I 3 FOR REGISTRY USE I LI I Scale: A5 SHOHN E>rarving No. Date: 5/I I/U�1 C) I Jkk b- 254'50a File: �505DET5 14 i>rawn: OH& Checked: M56 1 I I I , I I