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HomeMy WebLinkAbout2008-11-12 SP Site Plans SPR & WSP 9/12/2008 INDEX TO DRAWINGS fi 1 TITLE SHEET SPE%oiA PERMIT SITE PLAN . EXISTING CONDITIONS PLAN 3. LEASE AREA PLAN 4. SITE DEVELOPMENT PLAN N 5. GRADING & UTILITIES PLAN 5. LANDSCAPE PLAN ORMWEE NANWE , ►. WPD ZONE SUMMARY PLAN S. S DETAILS-1 ��(�rlhlVlk✓ �-.: � 1'Axfq,.by µW« a r„'t! " �`J1.7r!"ir{, ,'"n••. ,�. 4 :rr.N d+r4R .d, ail+w�l� DETAILS as ,:...r. 1' ,n>.rJi. .,. ,.,ca v �+, ,,.bar .> . , � . .' y A , ,. ... � k:r 1 ,r,- kP„r (.,krl S I rr' rk,a ..,(/ ,'k a.,: ,;�,.f.,. t". ,, .,. ,n krf thr fd,':.:4 , w rF,, r,t �. r hr �t��,. , § �Ms !r rc„h k- 4, ;., � �,;;��,��, orb^ �. � n7 S r ■� i� ' �; : t: -, -': :"� > p� F�:i� $4 ax.'d"'�r°�+(a°^ "'�ti�Jrt� ;;l�Iki�,kJ�S���:�;� ..� `' � � � r� 1D DETAILS A1. A4. BUILDING FLt��l�t� PLANS t r ELEVATIONS k �"� Ak fib rA,��.�n e.� ,i `i✓yf�; 131;��4d��/f.7 :. e,m *n,W,f.:Bdpx vLA...un Y.vak EFImFOJntltsvYx,5.w,JY♦ e,N afi+,Wa&Y k AinN'N.uAlpBva'e W�rSHN vehh d..9Wi.Xn:MNa u! n«fS ANf:,LEM'N Yf4W&kM M1i'dn0 uierk. ,bYi,<M dr.!LAvYs,4.,MNu4'F+YYx9��+'nv?4,:MSvu..Fn. .A,»bW4w33'W.urv]iWWYMdiWrM!+.f VIW # +4 � : '. q vk'r�+N1+P A«'r' i u, F CJX W-0 P +W A'�...hH.. �59�'d1+A, ,'-�` l a:r✓'+rk"MyW4N?u1 d J i y ':,,r ,o yr f., x,. ,u,Y p+ A ✓ ,,:�rra. ,1 syr r z'. .rcr+'w , ,� f.. v. Ik + .,. 1 ,3. ;�, k r3„ e '+�"w� ..txfuk� „+ .�7, r•,� ..., : .;;rr ,,, �, .,�,. , ..,,. a,,. J. :....t,yp�ra,� t`� u',`�. �Y�}^ n k,,. "� y� €� `� �i ai,'r. n v " " v NOTE; SHEETS A��-A4 ARE BY BUILDING ARCHITECT)� i . 1- "I:. .' .. r r "<o..'Ji' kr �dk�r s'-ifia,,,� y i1.,:�r s„✓ C f I NO "aN S 50�0 , 5'am& UmmT� �" Ab& MM Do N N MA 1'.8, 5 RTIFIC ATIO NS- I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. 0 CHRISTOPHER FRANCHER, P.L.S. DATE THIS IS TO CERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. DATE: cjO .- -- TOWN CLERK: MAP 74 ( LOT 6-2 APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD "0 °, ► �- a MAP 35 / Q LOT 50 35 SITE LOT 23 l DATE " MAP 4 O erg FILED OSGOOD "� CONTROL SITE OSGOOD ST- ��, PROPOSED LEASE AREA] MAP 74 7 ADD DMH-6 (SHEETS 5 & 10) KRD 9/12/08 LOT 3 6 KRD 8/10/08 MISC REVS MISC REVS TERMIANL MAP 74 4 MISC REVS MAM 7/10/(!8 02 BUILDING LOT 23' 3 MISC REVS KRD 6/3/08 2 MISC. REVS KRD 12 13 47 AIRPORT � �' / "- ENTRANCE 1 REVS ISSUED FOR PERMITTING KRD 12 7 07 / / DRIVE MAP 74 .�. NO. DESCRIPTION BY DATE L�11. 24 REVISIONS MAP TITLESHEET ' 74 T ' 4EmmF' �. LOT I — R, 4 ._ .._. °*. , ., (OWNER — AIRPORT COMMISSION) FOR REGISTRY USE � � _ _ � �. � - :' ASSESSORS MAP 74 LOT I—B 500 SUTTON STREET WRENCH NORTH ANDOVER MASSACH S U ETTS 01845 PREPARED FOR: DF REALTY LLC 1 PARKER z A KER STR EET, SU ITE 2C LARENCE, MASSACHUSETfS 01843 r~� 978-686--2fi4O 0 .. 44 Stiles Road, Suite One J Salem, New Hampshire 0307'9 cIv �.rr �u � 03 $93 1372Q s�} - �r �wwr ,+lr � r ,,� w err �IpLYNC3 SKI � .�. �,.. ��,..�.� N6.4 68 .. MHF Design . C nsuItants, ENGINEERS• PLA,NNERS • SURVEYORS < SCALE: AS SHOW DATE: NOVEMBER 16, 2007 DRAWINGCVRLOCATION MAP VICINITY MAP R°. DRAWN BY: CHECKED. BY: PROJECT NO. SHEET' NO. SCALE: 1 p` _ 1500'f SCALE: 1°' = 300' CHG KRD 230007 1 OF 10 - ... 125 a . 133 LAKE PLAN REFERENCES- � '; ��°� COE H►CHEWICK 1) NORTH ESSEX REGISTRY OF DEEDS (N.E.R.D.) PLAN $4250. � � MAwRENCF C1 A rry; MUNICIPAL '--� I AIRPORT p � � ESSEX CO. 2) N.E.R.D. PLAN 1524.BOUND FOUND OLD CLARK ST. � 1�'� , (TOP BROKEN) 3) N.E.R.D. FLAN #566. SIT141 4) N.E.R.D. FILED PLAN #20 (AUGUST 1917 LAYOUT OF CLARK STREET AIRPENTRAORT l1d x �,� �� a^ � � y' - AND A PORTION OF SUTTON STREET, COUNTY LAYOUT No. 2215). rr 4Ey DRIVE r SIGN A, FlAC PALE x k LA �pk< �d ' l ,lysl x`"$ ,„ Y• W. 125 a ,y '✓^ * h -SHED r�rq - - 495 r E $ 133 TRFi"F"F'1C SGGNN- I LOCATION MAP 140T TO SCALE led O'n 3 X ."` r \* �' 7 RAFFIC SIGNAL NO TES* � Wo �`,, . x x,� ��a• '� -„„ , , 1) ZONE: INDUSTRIAL - 2 (I-2) ` MINIMUM LOT SIZE: 80,000 f _ +� � - a xx"^ o „ '► q. MINIMUM LOT FRONTAGE: 150 ft. �a® 1 sra �, o • ' �� �x, x"� ,. + • BUILDING SETBACKS: ' METAL BUILDING x^ o� ) ( x � RIM=156.57 Front 50 ft. "COOPER 'TIRE" ! / /, \ n INV_OUT=152.45 t62 Ff-161.15 x� �y � tx X r� . Side 50 ft. `` .� aF'� +� k aUTLET STRUCTURE " " QE- �a. Rear 41NLET 153.5U REFER TO THE TOWN ©F NORTH A O ft. " f RIM=1B.B + '" ANDOVER ZONING ORDINANCE xy ®'�- vnf `" ,+ ! ( �r'�y^, l"aP=.ls7.3a } '+` x INVgUT=153.08 a� y f FOR VERIFICATION, ADDITIONAL. RESTRICTIONS AND PERMITTED' If 1415'H6PE USES. GENERAL ZON ,^ `WATERSHED PROTECTION � � ��� � �� $^ f C315TRtCT TICfIJ fit, y ` '�` � �`A54�'�� r �X� �� ;���� y ---a62 - - �' (APPROX.FITUMINicE 1 .-- 2) LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE ONLY. + ADDITIONAL UNDERGROUND UTILITIES OTHER THAN THOSE SHOWN ROUND CB x -RIM=160..15 x . y MAY BE ENCOUNTERED. 7 ^3c p '� \ .*`k y �fi a .gs 7 , \ R RIM-154.06 / �'" "�"' "a \ `�sF x , ''- `°• ... -g ,, ,.. +•ice ' ^ CC8 " `-'P / ry "'IS)� YNV.tlN'=V51e58•a. RIM-753.54 RIM=iSQ.0 ' 'ESS£Y.CO. NW-OUT-151.66 BOUND 3) ELEVATIONS SHOWN HEREON ARE BASED ON NG1VD 1929. CURB x / t INVIN=196.02(WY) * £ „'."•,�� FGUN6 ,-• hk--_- 1,5��"` -- 4✓ .a a , *�\ INv.w�1a�.81{s) L/ �'+� �+ SHOWN �ry CURB, © [��* l� C(°�, -'"-THICKLY%OOUEU ..�"' ^ �"'^"' K , � NV.IN=748.7i](W) � .y, ELEVATIONS N.J .JiHIi vKN ARE AT THE TOE OF w.J iL1'REY, CURBS ARE kl...J YJ l ''`., , / OuT="Ias.a5.� , �.. `I6 .�' _A.. HIGH. ���� ° � ../ $'���+��t7� �w � �` � � ..-r rt�/1/ / � ! x� �_� � �. o"' yh�"' "x `" '' = '2-�CP , • � h yy a C / 4) INFORMATION SHOWN HEREON IS THE RESULT OF AN ON- GROUND FIELD SURVEY MADE BY THIS OFFICE IN 2042 AND UPDATED IN NOVEMBER 2007. / ( �/ � 5) THE SITE IS NOT WITHIN THE 100 YEAR FLOOD BOUNDARY HAZARD ZONE A SHOWN CAN THE FLOOD INSURANCE RATE MAP - �.. ag TREUNE(TYP-) ,h, ,. �' + ^ x °h' + x+� �Oil I 'd x �;,,"'✓ xy +'°� , 4'l' `^, � � tf} + `•` SMALL BRUSH` ��3�• COMMUNITY►' PANEL #250098 000,��` C; MAP REVISED: JUNE Z, PORTION py ' x' -~ 1993 FOR THE TOWN OF NORTH ANDOVER. RdM=156.gd .+ 1 M ` .W i�[i#r�'�#�LR Oi_. / x+� Xh '`•� � w� MAP "7" � -B x / �,I �-157 �"rye � - °�°�= � � _ �lip � �+ ~'"°•- `s1gP- � 5 � essEx CO.L SOUND Gv FOUND 0 ' erz 40'MAPLE TREE + _ CERTIFICATIONS. d RIM=154.96 r A M TY LINES ss - - _ BOFOUNDO>__- , 1) I CERTIFY THAT THIS SURVEY PLAN SHOWS THE PROPER II EXISTING R OWNERSHIPS PUBLIC THE A ARE THE LINES OF EXISTI OWNER LINES OF STREETS AND WAYS SHOWN A OR ^ " PRIVATE WAYS ALREADY ESTABLISHED, THAT NO NEW LINES FOR _.�. �- 'x----- RIM-75�.45 � x � x . --- � „ x" --„_ a^ dye � LLj + INVIN 1 .73" W try 6 IWIN==1S72 DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. '�3 t,�, IWV'.IN-OUT �'2 -` --� E- - __ R'M='sB ") I CERTIFY THAT THIS SURVEY AND FLAN CONFORMS TO THE ETHICALaR. � ) --y+----E--�.� 3NW'.aur=S54.8aca - - - - PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF ES. . m• 411 X ..._ h"p- - - ....... ..- -' -. _ ,R111=153.73 Allp - -- $ - -rs e,+ LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS. g EMERGENCY +y NY.iN=154"� �g �9 �s ' P g �� 3) I CERTIFY THAT THIS PLAN 'HAS BEEN PREPARED IN CONFORMANCE � I GENERATOR x x REM=t5 .22 I ytia 'f y IWV.l�lir...154.�� y�3 �? T �1. 'y iy ,� ^� A EtST. x WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS OF 41 II a r " cF' SdGN "� i ' " THE COMMONWEALTH OF MASSACHUSETTS, !!!1rr RIM=158.23GUn ^Y ,iw. nca!J� *_ ..w_..--•"*'_ * * * * rr *------•..s* w--`....... -__ * r. w$� ] \\ I jL INV IN=1.5 I 51, y "4 NV.aUr=1'.51.66 �/, w +�wrR�/5y}�.'l Cn L A3 �(� GqC LS W'r \ �,_,��.-�.® � a< i i/ T�#ry�. �/y"�. may] y Pip IoaA X` S p�iN'D� e l _ ' '�-'.,, ..-k.. . c.,y-....,._p , ._,•,g Y..RA9C DR R1Fd.=1 LaU.36 ) �. kFtG,1's- '✓ +cpz x'+`� h 1. r .-.:r.�'1 ..� �� ��'-..._c c..,d_'""-tom u ..c c �✓. Ali qyy yw n Ir +F....�� s! \�C. 9'• L f .,- �' �� w +. yt� �'•k' '"""' S.. '.'_".""5" G NqV tVl 51.f Q. '+H A y a'ti x` S" ? 9" / .,,/ .. fig '� TBM 1: PK NAYL ` ,'� .?P 4 p y '" S`�a ,1 I) r w1t�M aV , y w SET IN UTILrt 1 e N 5 ' ' x er1 �y _ w / � MECa 4 TC) FiEFi v 1�,n. ' �„ � ,✓ � 'c .,f7Q "_" _ 4� a x �' �'? ' " ! m$1. r '+"^ -- `_.a -' 4' Nlu'.sN�755.'4R ° yw4 y�" '- . �°� / ,{a te "`• " ,:' .... "VIUCrHlER + y // aay.ga;T=1ss.ca7 _ ti 3i11$ RIM=153.64 ) �, ��,'� �"'! .� h� h. 6^ „ e'" �e�. ��! ✓ �,y `� INVIN=15a58 13 y ?. ,,..,�, ,. -. .. __ ... ...a6z.-- INVIN=1SU 5624 -- %'^" " i INV,EN=isq,7B1s" .'" - ° " --•., / f ,7c4' INV,N=150.65 6'") INV,OUT-150.77 H( HANGAR +!•�v ti a +5 + xv / CHRISTOPHER FRANCHER, P.L.S. DATE STAMPED 35 19S S ` �--- a. '„ APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD s � RIM=157:€14 r� � STAMPED 835 a�85 SET' INSIDE � � , INVIN=152.94 -�� a /" iNV.IN=152.5'9 ' x' >7 ^+. . ,• ^ w 4'"IRC� 'IPH.- S IM='162. RIM=154.83 h^ / Ri}d=157,.05 INV"quTx1523; $a + arr.q&r4=t5 .ze E EVATI(7N=161.25 (t G4a 1929) ati INV.=1M6,63 'j / 'BPY?M1N(:4dS CaNCRE6'E .. � .✓^' - '! St+ELF='I 49.33 NIiiJGp.R x ' DATE y FILED n + 0 HANGAR ce CD rya' EXISTING TINE CONDITIONS PLAN FOR REGISTRY USE THIS Is TO CERTIFY' THAT TWENTY (20) DAYS HAVE ELAPSED %6"1011 FROM DATE OF DECISION FILED '' ITHOUT FILING OF AN APPEAL. PORTION F ASSESSORS MAP 74 LOT 1_B 500 SUTTON STREET LEGEND OATS: NORTH ANDOVER, MASSACHUSETTS 01845 PREPARED FOR: WATER LINE DF REALTY LLC UTILITY VOLE TOWN CLERK: 1 PARKER STREET, SUITE 2C DRAIN MANHOLE 4& WATER VALVE Jyll LAWRENCF, MASSACHUSETTS 01843 v 978-686-2640 r Q SEWER MANHOLE FIRE HYDRANT - ��► t rrrrlrrr► ,r■r mow■ 44 Stiles Road„ Suite One <� Q CATCH BASIN GAS VALVE AN I GAS LINE GRAPHIC SCALE ,".,� .,,� � .,,� Salem, IVeW Hampshire �t3a7�J OVERHEAD SERVICE WIRES �� ��" "' 40 u 20 '+0 so asu OWNER L�R OF RECORD: EN�SIhiE�i2S » PLANNERS + SURVEYORS ' ° DOUBLE SOLID YELLOW LINE SIGN MHF Design n CcrrTsultc�IT#s, Inc. Emu CITY OF I3'RENC�I 1 ISSUED FOR PERMI NG CMF 12/7,/07 SCALE: 1"= 40' DATA: NOVEMBEF2 16, 2007 DRAWING rya: 200 COMMON STREET 2300TWS.DW G' c7 SPOT ELEVATION CHAINLINK FENCE IX FEET � LAWRENCE, MA 01340 NO, DESCRIPTION BY DATE DRAWN BY: CHECKED BY: PROJECT Nth. SWEET NO. x Li U,/G ELECTRIC LINE t mots = 40 ft. BOOK 673 PACE 401 RECISIONS CMF KRD 230007 2 OF 10 FOR REGISTRY USE CERTIFICATIONS: , 125 .r, r�,/ COENICHEW/CK I CERTIFY THAT THIS SURVEY AND PLAN CONFORMS TO THE ETHICAL, PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF �' ; , C�#W,�x'FNCE CLARK I R` LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS. AIRPORT MUNICIPAL � CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE �-- � OLD CLARK ST. WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS OF I THE COMMONWEALTH OF MASSACHUSETTS. FLAN REF. 4 CSC S TE AIRPORT ENTRANCE -.. pad DRIVE , 0, � r ^ .� 051 CHRISWHERrrr ' - fI�A,;;ICHER �, � fir . 3 , � W � L"7 1 STORY I `�' � *R METAL BUILDING ��� I 133 DRIVE CHRISTOPHER FRANCHER, P.L.S. DATE "COOPER TIRE" DETENTION POND ti LOCATION MAP Nor TO SCALE NOTES: S f ©G grruMINOU coN REre ,`� -J ��` t �61 1) FOR PLANNING BOARD SPECIAL PERMIT APPLICATION PURPOSES -' 2y4 ONLY. ---�. `� __ _ ,,. • •.-�"" ESQ CO. r � FOUNDBOUND 2) REFER TO SITE DEVELOPMENT PLANS FOR ADDITIONAL CC8 ..�.-�" rr ktiy, � INFORMATION. S„�h �..-- rr 3) ZONE: INDUSTRIAL - 2 (I--2) rr MINIMUM LOT SIZE: 80,000 Sq.Ft. MINIMUM LOT FRONTAGE: 150 ft. r BUILDING SETBACKS: c�� -- Front 50 ft. Side 50 fit. PROPOSED LEASE - _ oy LINE TYP. rr p Rear 50 ft.. ) MINIMUM LOT SIZE AND MINIMUM LOT FRONTAGE ARE ^ r APPLICABLE TO MAP 74 LOT 1-8 AND ARE NOT APPLICABLE r T TO THE PROPOSED LEASE AREA. FRONT BUILDING SETBACK r + rr APPLIES ONLY TO OLD CLARK STREET AND SUTTON STREET RIGHT OF WAYS. THE SIDE AND REAR BUILDING SETBACKS DO NOT APPLY TO THE PROPOSED LEASE AREA. REFER TO THE ESSEX CO. R4 TOWN OF NORTH ANDOVER ZONING ORDINANCE FOR BOUND r1 ,� FUND 3: y4 VERIFICATION, ADDITIONAL RESTRICTIONS AND PERMITTED USES. a PROPOSED ti � � d� PORTION OF LEASE AREA Wv 4) LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE ONLY. ADDITIONAL UNDERGROUND UTILITIES OTHER THAN THOSE SAP 74 LOT 1 —B 55,767 Sq.Ft. r,� � I � SHOWN MAY BE ENCOUNTERED. 1,280 Ac.f `., �w I v -� P.O.B. �q M .HWY.—BOUND 1 FOUND PLAN REFERENCES: 1) NORTH ESSEX REGISTRY OF DEEDS (N.E.R.D.) PLAN #4250. � EXISTING EASEMENTS TO BE RETa,INED AND rrvcLuDe® 00 INTO LEASE LOT AGREEMENT TO PROTECT EXISTING UTILITIES {1m) NO2' W 1 '46" j � 2) N,E.R,D, PLAN 1524. 01) 88.79' 14 3) N.E.R.D PLAN #1103 00 I � 4) N.E.R.D. PLAN #566. 00 LO -- NO2"13'46W I 5) N.E.R.D. FILED PLAN #20 (AUGUST 1917 LAYOUT OF CLARK EMERGENCY �-- ' d=05`05'41" STREET AND A PORTION OF BUTTON STREET, COUNTY LAYOUT GENERATOR ,r'� R 27Q.00 214.48 ~' C'�ti No. 2215). L-24.01 EXIST. W I� SIGN r GRASS ISLAND W W 1N ' _ fir' W W-— — tl _ —_ G AIRPORT ENTRANCE DRIVE 0 I Cps a THIS IS TO CERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. DATE: �f TOWN CLERK: TERMINAL — HANGAR Nc �� '"��� APPROVED BY THE TOWN OF NORTH ANDOVER PLANTING BOARD 11 '� BITUMINOUS CONCRETE E. DATE ��--''" BITUMINOUS C�}NCREIE HANGAR ' T M 4T UCONCRETE / PAINTED �� U � � FILED PARKING STALL. (TYP., G G n f LEASE AREA PLAN 171-711111111111117 u(7 HANGAR . PORTION d 1./J Y OF ASSESSORS 43 St,rPR w.l MAP 74 LOT I—L7 M 500 SUTTON STREET LEGEND NORTH' ANDOVER, MASSACHUSETTS 01845 PREPARED FOR: UTILITY POLE w WATER LINE DF REALTY LLC � Q 1 PARKER STREET, SUITE 2C DRAIN MANHOLE WATER VALVE LAWRENCE, MASSACHUSETTS 01843 71 978-686-2640 0 SEINER MANHOLE FIRE HYDRANT CI CATCH BASIN cv GAS VALVE ... .: A44 Stites Rood, Suite One Malawi woman== OVERHEAD SERVICE WIRES G GRAPHIC SCALE � � Salem, New Hampshire 03079 GAS LINE (603) 893-0720 ( M RE R : NGINEERS • PLANNERS . SURVEYORS - SIGN -- o s Sao �zn CHAINLINK FENCE � 2 MISC REVS KRD 12,,�13,�07 M�� Design Consultants, Inc.����— DRAWING NO. CITY OF .°LA '"RENCE UNDERGROUIND ELECTRIC 1 ISSUED FOR PERMITTI7`"�G CMF 12f7f07 SCALE. 1 - 30 DATE: NOVEMBER 16, 2007 2300ALTA.GWG FAINTED TRAFFIC ARROW 200 COMMON STREET IN FEET LAWRENCE, .MA 01840 NO. ' DESCRIPTION BY DATE DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO, ' -FM SEWER FORCE MAIN 1 inch = 30 ft. BOOK 673 PAGE 4O1 3 OF 10 �. REVISIONS JAC CMF 23C10�!7 125 �T;DD 4 133 LEGEND � T�i n LAKE E TIFI ATI S. COEHICHEWICK CO., UTILITY POLE ' C - '��;r J� .�._��. - WIT'HRTIFY THAT THE RULES ANNDPLAN HAS BEEN REGULATIONS OF PREPARED THE REGISTEROFDEEDS CONFORMANCE ONING DISTRICT L _.._ 3.1 Z � LARK � � ICI wRE�CE � ❑ CATCH BASIN - " V OF THE COMMONWEALTH OF MASACHUSETT5. OF THE PROPOSED DEVELOPMENT I LOCATED WITHIN 'RIOT (I-2). A PORTION II.lUPV'IC/P,gL +� WATER VALE THE PROPERTY IS LOCATED IN THE INDUSTRIAL 2 DISTRICT GENERAL. ZONE OF AIRPORT OLD CLARK ST. THE WATERSHED PROTECTION DISTRICT. r � y FIRE HYDRANT SITE 4.133 INDUSTRIAL 2 DISTRICT AIRPORT � �.���® SITE � GAS VALVE ENTRANCE O� THE PROPOSED FACILITY USES ARE ITEM 20-KENNEL AND ITEM 2-OFFICE, ti, OVERHEAD SERVICE WIRES ALLOWED- BY RIGHT IN THE 12 DISTRICT PER THE BYLAW. ITEM 3 RETAIL IS DRIVE T fy PROPOSED AND ALLOWED AS AN ACCESSORY USE TO ITEM 20, AND LIMITED TO `'' S `. U DM L � DOUBLE SOLID YELLOW LINE 10% OF THE GROSS FLOOR AREA OF ITEM'.. 20. c� s 4.136 WATERSHED PROTECTION DISTRICT SEWER LINE 1 PORTIONS OF THE PROPOSED DEVELOPMENT ARE LOCATED WITHIN THE GENERAL w WATER LINE' 2 � ; - � ZONE AND THE NON-DISCHARGE ZONE OF THE WATERSHED PROTECTION -�_ DISTRICT. THOSE PORTIONS OF THE DEVELOPMENT WITHIN THE WATERSHED ' " CHRISTOPHER FRAN'CHER, P.L.S. DATE 125 GAS LINE PROTECTION DISTRICT AND SUBDISTRICTS COMPLY WITH THE BYLAW. REFER TO -°- SIGN ' - r 0 N, WPD ZONE SUMMARY PLAN FOR ADDITIONAL INFORMATION, 495 ,', 133jf \ \ CHAINLINK FENCE (4FT BLACK VINYL COATED) THE PROPOSED USE IS ALLOWED BY SPECIAL PERMIT BY THE PLANNING BOARD. I ELECTRIC LINE REQUIRED CERTIFICATION: PROP. SLOPED GRANITE CURB �� "THERE WILL NOT BE ANY SIGNIFICANT DEGRADATION OF THE QUALITY OR LOCATION MAP PROP. BIT. CONC. CURB QUANTITY OF WATER IN OR ENTERING LAKE COCHICHEWICK DUE TO THIS 1k1 NOT TO SiCALE �-' � 'd ..• PROP. TRANSFORMER PAD ,..... PROPOSED PROJECT. �a SIGNATURE 6. SIGNAGE - ALL PROJECT SIGNAGE SHALL MEET THE APPLICABLE BYLAWS AN REQUIRE' A SIGN PERMIT. PER 6.5.1. ALL SIGNAGE CAN BE ILLUMINATED ..� tit` ONE (EXTERNAL ONLY ALLOWED), WALL SIGNAGE AREA ALLOWED PER 6.6.G.2 IS LIMITED TO 200 SF PER THE BYLAW (0.20(18'X18O')=648). FREESTANDING SIGN AREA ALLOWED PER 6.6.G.3 IS LIMITED TO 100 SF, MAXIMUM HEIGHT = 20 FT \ MINIMUM PROPERTY LINE SETBACK 40 FT. tea-+ 7.1 LOT AREA - 80,000 SF MINIMUM REQUIRED; EXISTING AIRPORT PARCEL \ � \ EXCEEDS 80,000 SF. THE PROPOSED LEASE AREA DOES NOT APPLY AS A LOT. 7.1.1 CONTIGUOUS BUILDABLE AREA (CBA) - MINIMUM REQUIRED CBA = 75% OF �o 80,00!0 = 60,000 SF. THE EXISTING AIRPORT PARCEL CBA EXCEEDS 60,000 SF.. �. 4 $' , - ' THE PROPOSED LEASE AREA DOES NOT APPLY A A LOT. b :. a^ G :a. @; C 7.1.2 LOT WIDTH - MINIMUM REQUIRED LOT WIDTH = 100 FEET AT THE .Q 50-FOOT SETBACK. EXISTING AIRPORT LOT WIDTH EXCEEDS 500 FEET. THE PROPOSED LEASE AREA DOES NOT APPLY AS A LOT. 7.2 STREET FRONTAGE - MINIMUM REQUIRED STREET FRONTAGE = 150 LF. THE EXISTING AIRPORT PARCEL FRONTAGE EXCEEDS 150 LF. THE PROPOSED q 0os � � � / LEASE AREA DOES NOT APPLY AS A LOT, PROPOSED PET CARE FACILITY " .* / _r {� 7.2.1. ACCESS ACROSS STREET FRONTAGE - PROPOSED ACCESS TO THE LEASE ' \ - _ - - _ -' . '��S � AREA IS LOCATES AT THE AIRPORT ENTRANCE DRIVE STREET FRONTAGE, WHICH - V - ACCESSES EXISTING SUTTON STREET FRONTAGE. FOOTPRINT = 9,327 SF .,,. 0 2 STORIES = 18,654 GSF �I PREFER TO ARCHITECTURAL PLANS) 10 4 '° - - .--. __. __. _ 101 � ( 7.3 YARDS (SETBACKS) - MINIMUM REQUIRED FRONT, SIDE AND REAR SETBACKS (FUTURE POSSIBLE `., .Q ARE 50 FEET. MINIMUM PROPOSED BUILDING SETBACKS EXCEED 50 FEET WHERE ,SPARKING EXPANSION) Id? Y APPLICABLE, EXCLUDING ROOF OVERHANGS. CRUSHED STONE a _A _._ __ __. ___I1'' "STOP" x. (TYP) .: �' �V 7.4 BUILDING HEIGHT - MAXIMUM ALLOWED BUILDING HEIGHT IS 55 FT. PROPOSED BUILDING I LESS THEN 5 FT )5 (SEE C ITECTURAL PLAN IN, .� _.� __ - ---�''is-� -"_'...,,.,• �,_m, ,�\ ,/ ILpI HEIGHT 5 L (S AR H PLANS). p Q 7.5 LOT COVERAGE - MAXIMUM ALLOWED LOT COVERAGE BY BUILDINGS = 35%. EXISTING AIRPORT LOT MEETS THIS CRITERIA. PROPOSED LEASE AREA IS NOT PROP. ADA - ,*� APPLICABLE. SIGNAGE a LANDSCAPE a; (( AIM ) ON ZD. _ P ' 7.6 FLOOR AREA RATIO - MAXIMUM ALLOWED FAR.-0.50:1. EXISTING AIRPORT LOT MEETS THIS CRITERIA. PROPOSED LEASE AREA IS NOT APPLICABLE. _I__s __ . ° • ., a4 ° . (1 w. .,.� \ 8.1 OFF STREET PARKING-29 SPACES ARE PROPOSED = 18,654/29 = 1 SPACE PER 643 GSF, REFER TO APPLICANT'S DOCUMENTATION PROVIDED ON (FUTURE F'CSSIBLE C I { - - II I� \ ) FILE FOR COMPLIANCE WITH SECTION 8.1. FUTURE PHASE PARKING = 46 TOTAL PARKING & I I LANDSCAPE SPACES = 1:405 GSF. DONNECTIONTO { �� ), SNOW ADJACENT SITE) I I "0 29 �� STORAGE �! I DELIVERY ACTIVITIES WILL OCCUR IN THE AISLE, AND I COMMENSURATE WITH THE 5`11 � - FAREA {� w �, 1 TYPICAL NEEDS OF THIS TYPE OF PROPOSED FACILITY. I 14 _ F,. S' s' PROP. CEMENT 5' �' 8.4 SCREENING AND LANDSCAPING REQUIREMENTS FOR OFF-STREET COMMERCIAL CONCRETE SIDEWALK & PROP. TRASH �{ ,� "" AND INDUSTRIAL DISTRICTS - REFER TO THE LANDSCAPE PLAN FOR •' '�" in INTEGRAL CURB (TYP.) ENCLOSURE .._T — �I (FUTURE~' I ,,rl 40' SIN._ " INFORMATION. w/ STOCKADE a: !! SNOW �._ — _ __ _ _ -.' (REQUIRED) STORAGE _ PROP. BITUMINOUS FENCE aW _ PROPOSED LSE I 9�. SITE DUMPSTER WILL BE SERVICED ON A FREQUENCY SCHEDULE WHICH (12 �,� CONCRETE PAVEMENT (TYP.) m RI AREA) AREA LINE Cfl ACCOMMODATES THE FACILITY'S NEEDS, AND WILL BE SCREENED. `..,` "� I PROP. 5'R it FREESTANDING NOTE: 5WR ALL WORK SHALL BE PROVIDED IN ACCORDANCE WITH APPLICABLE REGULATIONS g'R ___ __ - SIGN k � 0 �O'R 5'R' AND CODES, INCLUDING THE TOWN OF NORTH ANDOVER, MHO, MUTCD, ADA, AND LANDSCAPE 11 LANDSCAPE X1NO I OTHERS. PROP. PRECAST I :. do1S CONCRETE THIS IS TO CERTIFY THAT TWENTY 20 DAYS HAVE ELAPSED %. 1 'R - FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. ,IS,R CURB� PROP. SITE =-'_ . ..: __ _ _ 15'R 20'R _— �.-. ... - - DATE: LIGHTING -�_��.�..�-..�—. _._... _..__ sr a (TYP.) PROP. "STOP" (R1--1) & "RIGHT e 12 ONLY" (R*3-5R PROP. AR TOWN CLERK: ) STOP BAR EXISTING � - - &C APPROVED BY THE TOWN 4F NORTH ANDOVER PLANNING BOARD PROP. ------�—�...—�..—� �. "ONE WAYS' (Rs-1'R) & —_ "LEFT TURN 1I3ITED" PROP.—" � .__.� (R —2L -.,�.,.,� "ONE WAY" (R6-1 R) & 4! LEFT TURN PROHIBITED" DATE ...-•.•.�-'`�� � --W----..,�:-.,�...,,,._._.___—�-_---�.--�.��- � .._..,__._.._ ,_.� YELLOW PAJiI^�T - ' AIRPORT ENTRANCE KEEP RIGHT I FILED 0 �� _ � � SITE DEVELOPMENT PLAN' W/ OP BAR , �5 � — ���� SKI FOR REGISTRY USE +CIVI ! " - n v �c PORTIOJV OF ASSESSORS . CAP 74 .SOT 1-B cry 47 A 00 SUTTON STREET -V-_ � �� NORTH ANDOVER, M,ASSACHUSETTs 01845 PREPARE D FOR: 00 DF REALTY LLC 1 PARKER STREET, SUITE 2C �.v--�`'"�� '� �,�',� ..!.�° / ✓ ` LAWRENCE, MASSACHUSETTS 01'84.3 978-686-2640 0 HANGAR � sir . ®.■� MAM 7/31/08 11rsr CD NOW 4 MISC. REVS � � � �„ � ,,..,, 44 Stiles Rand, 5�1Ite One GRAPHIC SCALE Salem. fay Hampshire oas / ✓ � r f 2 MISC. REVS 3 MISC. REVSKRD 6 3 / 7777 1/ / 20 0 '10 20 40 so KRD 12/13/07 MW Design Consultants, Inc. ENGINEERS * PLANNERS = SURVEYORS 1 REVS ISSUED FOR PER;111TTING KRD 12/7/07 SCALE: 1'�= 20' DATE: NOVEMBER 16, 2007 DRAWING NO. 230OSP.3.DWG ( IN FEET NO. DESCRIPTION BY DATE DRAWN BY CHECKED BY PROJECT NO. SHEET NO. 1 inch = 20 ff" °` REVISIONS CHG KRD 230007 4 OF 10 FOR REGISTRY USE �� �� _ � �� , CERTIFICATIONS:AT'IO � - � � - �. ry� k / \ n �� RII��I 1 50.1� `- y � ��3 „e �. A N PREPARED IN SN 1 , `, \ \ ca r I CERTIFY THAT THIS PLAN HAS - 4-1 � . ,I ��, RII� l ,6 CONFORMANCE WITH THE RULES AND REGULATIONS OF THE . --a____ _ ;_._ (, x -� -'�r-•. ' � �p INV.1N �-151 . �� �, � ��.. , - REGISTER OF DEEDS OF THE COMMONWEALTH OF `�' r` = i n I�IIkA 153 5� - �� RII�=1� .�.. �a , r � \ INV.0UT=151.66 MASSACHUSETTS. _ -_ _ -tea- _ - T _ h b .M1 �. -1 �(;'r � "'�. _ _ _".- -�_ � �=,� �.�.,,,,,,,,.. / ��� �,.. ,,'�° , ":�' �� ,-� t d146.45 r„ I f INV. tJ��_ 146.4 160.50 11'0 30 " SEE NOTE 11. C.O. RD-1 X PROP. TEMPORARY �* INV-159 50 i SEE NOTE 4 ., w � � y EROSION CONTROL rah \ S •_ F � 1 Bo:sa� . ' r ,.r �. ! ...:.. . .�:.:`. ) .::,: :. .. . ::.... .... :. ........... --' > „ ENCE (TYPE' - � fir, CHRISTOPHER FRAN'CHER, P.L.S. DATE ff PROP. ; °, °•� _ ; ` � �, ' ,��, - -' ~" �:� 11 �w VEGETATIONLINE 1131.3(8 1 fB1.3U r 15 1 a &END '0 '� UTILITY POLE '� WATER LINE � �`� \. - u L1 4 OUT ._ "� \ , 11 el �re DM DRAIN MANHOLE4RETrpN DATER VALVE �, / ' ° $ ,. TP-r, / �, =157.38 �I ] 1 I , ER MANHOLE FIRE HYDRANT / / \ PROPOSED PET DARE FACILITY Y. ,� ` rR TOP OF PLATFORM=158.20 �� `�,� F �� SEW I`OOTPRINT � 9,327 SF �P GV 0 2 STORIES -- 18,654 GSF a � � _.._ - ,�� - -_ „�w.. � � � v� I] CATCH BASIN CAS VALVE a.» C>4 , 1 (REFER TO ARCHITECTURAL PLANS) / I UNDERGROUND . - s.1.3b c , �? INFILTRATION�� E .`. IIII ----- + OVERHEAD SERVICE WIRES GAS LINE _ I - - \, 1 /" SANITARY BUILDING FF = �st.3o 161M �" �r' ° DOUBLE SOLID YELLOW LINE -�- SIGN SEINER CRUST-IED STONE � ,r INV-155.98 ( ') f I I - ._ - - - „ ..o ,, ; ' ' T ELEVATION CHAINLINK FENCE y� SPOT �r"' � O,O.� ° PROP./...... RD-2 � I YVATER 6' EMERGENCY-1 WIDE al�z.._ ,{ ��^ s N �/ + T UNDERGROUND ELECTRIC LINE �„ ►Nw.-1S9.50 160.ao RD-2 8"IN I SERVICE OVERFLOW WEIR y,� SEWER LINE 1 NOT = I _ I 1 s 'SEE NOTE 10. �11so.90 157.38 EL-157.10 dpl a !., Mac MEET EXISTING GRADE } TEST PIT % 1.6o.4a ` A f , •, �� so 1.6p,EC1 � ^� � � . I � �Q � �,;�4a•� i� ` �'` t1' ``�' I � ,�¢ p• �� `. 1t7o PROP. SPOT ELEVATION , TRANSFORMER PAD `{ 1so.4b 1r0.4o I [ - II I ' TEMPORARY EDGE OF �;�° - �,._ ��-.e__ _� . � .,' .e w_ 1eo.so � -�, k� - FES-2 T X PAVEMENT (FOR . c �� a _ A ll_� � I 1# ✓ L� C1 FUTURE EXPANSION BY '""��, _ __ a.� .a a ,. • ,. 00 D I I I 1 PROP. CONTOUR ELEVATION PROP. SILT FENCE �, �1►�IAGE a OTHERS) ^ -.` ` �' •e4 a ". a , n FOR if'PGl}FII 160.3D ,Q0.00 TOP OF CURB,/BOTTOM d 159.80 I 160,�0 <• _ w-.. ._ AILS- FES-1 �`'DNTION WIN �G Sar 99.50 OF CURB SPOT ELEVATION " 15 o ll lA FE m I a /SMH-2 SEE NOTE 8. S=0.02Q 5 I 160.30 16L1.3O - CLEANOUT .. BOTTOM=154.00 4> I RIM-158.9 - 1fi0.30 - 159.80 11 DMH-, �� TOP-158.20 NOTE 7 SPINVAN-153.6$ -- -- __ _ _ _ -5+i1fI 15s.70 5°1 L.F ✓ 159.80 I - -P 159.80 f II ` .HWY.� 7� __- INV.0UT=153.58 � ��� 15'd.s1 ��� a�, � rl PROP. GAS N�-� GRAPHIC SCALE ��" 7 ti � _` � s s-�s � e- '- � .-`�r� -- _ -_ sEI�nC -� .�- � � �'� � I� c�IJI'~II� t 8"SDR-35 x 153.5o I N xo 0 1a za ` ��.r/� `� S-0.010 -` col 17M.H-4 I 1 9 DMH-S 1§D(3 DRAINAGE A O+OD 11 D LF 16p.32 2 15 RETAIN . , I INSTALL 2 RIGID SMH-3 e,a ;"� ' e POLYISOC'YANURATE RIM-159.60 � FOR PROFILE SEE DETAILS--3' � . � ao � '�- CONTACT dic S HOURS { IN "T�" '� INSULATION 15g° 6'"INV.IN=154.96 PRIOR TO C{NJSrRUCrI'DN " '. MA-ME-NH-RI-VT UC inch = 20 1't. (SEE NOTE 12) --- - "INw.CUT=,54.7s 159.bo CB-2 E _ �. __ I, 41 � 1-888-DGUFE � __ ---- - ,..� C8 180.1b �,Ra _ _...-_. .._._. __ ---�� � �f� � � ��`� �I�. Hr 1-8DD-�see-Fse2 IkNE �•'� � 15 1 ���i 15 o 159.80 189.84' I ��' � � ___ -cy PROP', � 1 Bo.2S �o � 3t 1 SLOPE G h, cr i-8cxr-sus-44ss R ¢ S Cti Ir v` - 5 - - - 1�9.Sb HYDRAI+(T - � 160.44 I � a:. -35 SDR _ _ S-0.D10 © 159.4t7 _-. - - - -F Y 1 RIM=159.26 14 ,� -` .-. 5 -- .�-- 0 18p 15 � o- II`I'�.QL �"•-,_ I, o�.9c) � �, 4 C _ � _- - -- - - NOTES: em s RETAIN (TYP) 155M. r, �4 - 11 E PLAN INS y. � ,- � - . - .�. . _ � (BELOW) ' 1 SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION. 3k 5 PROP. TEMPORARY � 1� I. EROSION CONTROL ~- GRADE BREAK .. ! , FENCE TYP 2 CONTRACTOR I RESPONSIBLE FOR ALL DIG SAFE ram . V1° 5T' `' 1ss"�s - -___ ✓''""' �, �,• COORDINATION. - M.Ec. , ,, r RIM=1 a9 2 „ _. - _ `rM 1 ;, 2 TY P, CAPPED 8" � � 1N�r`.11�--154.� �,� � ROP. TEMPORARY SEWER STUB 3) ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. 7 . � � EROSION CONTROL PROP. SAWCUT r�.�c, PROP. TEMPORARY 5 LF SDR-35 / CONTRACTOR IS TO VERIFY & COORDINATE WITH THE � II�V.t.�UT=1��.�� �� � �r� � ^�� FENCE (TYP.) ,f, (SIN) � PAVEMENT (TYP,) EROSION CONTROL s _ I FENCE �? J 1-- S=0.005 - DESIGN ENGINEER AND UTILITY COMPANIES WITH ANY = _ (APPRt?X'i Lt�CATIONj (TYP.) ' DISCREPANCIES, k "" Ir_ W " .; �._ __ _ �!_ 1 SEE 'NOTE 9, SHEET 5 "� ' _ - _. / f 101) CONTROLS 4 ALL NAFD & NFPA REQUIREMENTS FOR ALARMS DETECTORS„ AND SPRINKLER SYSTEMS SHALL BE PROVIDED. ------------- �C RD-1 & RD-2 SHALL TIE TO ROOF DRAIN HEADERS. ALONG - �s _ 1 6"ray SMH-1 BUILDING PERIMETER - TO BE COORDINATED WITH BUILDINGS ✓= �° ✓ 07 _ RIM=158.50 ��. PLAN ROOF DRAIN LEADERS„ ?- -' -�-__ . _=_ r . INV.IN=151.08 -``" All 4_ _ c. ` )I LOCATION OF TEMPORARY STABILIZED CONSTRUCTION 0� - -- °` �- ---- _ f w AIRPORI M i J r-- _" o �C s 1 " _ ✓' ENTRANCE TO BE LOCATED AT SOUTHERLY ENTRANCE. fll -1 �J. a I I 7) EXISTING TREES AND VEGETATION ALONG PROPOSED LEASE --- f OLD CiLARK STREET & BUTTON STREET TO !'y ���----W`.W-''-- f ,�� .. . � --- --- .�-. »_ __ •`�� ��>' � __-�i � i AREA FRO ED PER FRONTING - BE REMOVED R REQUEST OF NORTH ANDOVER POLICE CHIEF DINE TO SAFETY, SECURITY„ AND SIGHT DISTANCE NAIL � � � A � CONSIDERATIONS. �� GV INN rUTILTY POD �y ,.. 8) GRADING IN THIS AREA SHALL BE PROVIDED TO AVOID COLLECTION OF STANDING SURFACE WATER. PROVISION OF ri - w cr - cr- r - __ t y� _roc _p ;`. `- ,, c �6) ✓ t _ �! I p� THIS GRADING' - w - AND FES-3 MAY BE TEMPORARY UNTIL SUCH ----�- - ' TIME THAT FUTURE DEVELOPMENT IS THIS AREA IS / - - - - PERMITTED. AT THAT TIME, ANY FUTURE DESIGN OUTSIDE -'`� r, - ,- '0 2' b _ ` _ �, a-' -� OF THIS PLAN SHALL ENSURE THAT FLOWS TO DMH-5 AND -�` � --- w - - ✓ a r THIS LEASE AREA ARE PRE-TREATED AND MITIGATED. -�� -1 62- � ! Vas' ✓` _ �, �s.4 Ft 1 I i f. 9) CONTRACTOR SHALL RESTORE ALL ITEMS TO THEIR EXISTING �/` f � - _-, I I CONDITIONS, INCLUDING PAVEMENT, LANDSCAPING, CURBING. \ ✓� / / � � 1 /�/'�7 r / �/.�° 7// � �. I UTILITIES, ETC" CONTRACTOR'. SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL UTILITY COMPANIES, THE TOWN F � � AND TRAFFIC CONTROL„ J j ,, O p . nv , " ter 10) CONTRACTOR SHALL PROVIDE TRANSITION CURBING AND � � ' I SURFACE. TREATMENTS IN ACCORDANCE WITH ALL / / r �� , .,,... :. ���;,� , , �: � ` 4 APPLICABLE ADA GUIDELINES. r / � r', r s ✓�� / STANDARD USC GS DISK STAMPED!� THIS IS TO CERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED 11) PROVIDE SCALE TO INTERCEPT POSSIBLE FLOWS FROM tea 9 FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. ADJACENT PAVEMENT. �°�� � � r' IRO N 1157,05 x C I NV.0UT=15 .2'8 / � 12) INSULATION ACCOMMODATION IS TEM,�IPOARY-FUTURE s' x d E " I == I I DATE: c Q - `� L SUBSURFACE DDEVELOPMENT RAINAGE ANDTHIS TFILL TOION LPROVIDEEADDITIONAL HANGAR »A r � r , COVER OVER PIPE. w STRUCTURES � �:r' � � ,r' � �� � ' � � �� � TOWN CLERK: � 9 •�,�� 1 h��.� �'r`,'.�V'�l�e� �-;��. CB-, DIvEH-2 (OOS) FES-1 I! ,fT O � � IaR�I11TA�E PIPE �CH�'T��TLE RIM=159.00 RIM=158.75 ex� e� f � �- ��. " " 15INw,=154.05 APPROVED BY THE TOWN OF N�IRTH ANDOVER PLANNING .BOARD �•r'pI TT��^ �^�,p pp�� r�1 rat •�� r. I I `"7 F FI V 12 INV.OUT=156.29 24 INV.IN=154.00(FES-2) '1.7 RADIitl , DRAINAGE C'!C, 'TILT PL,.L`M I I s'Sa SR c 12"INV:OUT=1 s'1.70(DMH-6) FES-2 � >p562 1 APPROX. GB-2 24"INV.=154.00 ores �~ STRUCTURE PIPE TYPE OF PIPE SLOPE STRUCTURE RIM=159.00 DMH- 1 eft e[ NUMBER SIZE PIPE LENGTH OF PIPE NUMBER 12"INV.OUT=155.32 RIM=155.30 FES-3 DATE (Inches) feet (ft./ft.) PROP. 12"INV,IN=150.9O(DMH-6) 12'INV.=156.69 PORTION OF ASSESSORS MAP 74 LOT I_B Ce-1 12 HOPE5 0.020 I)MH-S CL3-3 12"(EXIST.INV.IN)=150.10f 500 SUTTON STREET I s CB-2 12 HOPE S 0.010 DMH-4 NV.OUT=151.52 12"(EXIST.INV.OUT)=1'50.02± NORTH ANDOVER, MASSACHUSETTS 01845 II RD-1 8 PVC 27' 0.01� LT 1 FILED PREPARED FOR. DMH-4 (STORMCEPTOR) o- NRD-2 8 PVC 21 0.014 LT-1 UNDERGROUND RIM=159.20 DF REALTY LLC � � I I � 1 1 A ,..,. INFILTRATION SYSTEP , " �, �p j _ G� � 1-24 PERF. HOPE PIPE 12INV.IN�155.22(DMH-5) 1 PARKER STREET, SUITE 2C r7 'i '°, `�.� ! o - -- sc DMH-1 15 HOPE 23 0.0 FES-1 76 LF, s=0.000 FT/FT 12"INV.IN 1 5.22(CB-2) LAWRENCE, MASSACHUSETTS 01843 - -- ---- C �' LT-1 8 HDPE 53 O"024 DMH-1 INV OF PIPE=156.50 12 INw.OUT 154.97({]MH 1) 978-686-2640 "� p 1� '��t6„ - MIN. FIN. GRADE=160.00 6 A,DD DMH 6 KRD 9/12,,�0 0 �C c U_ s-�'�-�--�t -s .s 2 0 S ,� FES 2 24 HOPE 30 0,000 DMH 2 Dd�IH 5 �p --_ __ s o INV.IN=157.08(RD1-RD2) 5 MISC. REVS % KRD 8 10 08 1 k - 7t s s,, -. .�,�.,. 64 DMH-2 12 HOPE 24 0.010 DMH-6 RIM=159.20 �qE 4 i� � w��r �■s cy � --- _ r I s `, •a INV.OUT=157.83 " _ - A mmm . we■Ir r7 . _ - _ _ M - 12 INV.IN-15F,19(FES 3) 'Ace r AN MW ri 44 Stiles Road', Suite One ti s DMH 6 12 RCP : 42 0.01.0 D H 3 " y `4 MISC. REVS ; MAM 7/31/08 .-� _ - DMH-1 12 INV.IN-156.19(CB-1) MICHAEL A. G �. Salem, New Hampshire 03079 FES 3 12 HOPE 5O 0.010 DMH-5 m n �.... .. .... ... ... \ v RIM=159.3p 12 INV.OUT-156.0�3 iNALYN W KI sst 3 MIISC. REVS °% KRD 6/3�/08 .. ..�� �... (603) 393-0720 ti I ,y Q O 7 ,, DhiH-S' 12 HOPE 125 C1.C10 DMH'-- 12"1111 -154,35 DMH 4 CI tL v�, r M 9 ( ) -6 2 REV 1 ENGINEERS PLANNERS SURVEYORS V ,o ` � [3MH-4 12 HOPE 83 0.007 DMH__ " DMH KRD 12/'1 f07 MHF De I ra n�nsul ants Inc. Hi l � 8INw,IN=156.58 RIM=154.45 Nei, MISC. S , e I " , �r /i� �� �" rA, CB-3 12 RCP- 6 0.010 DMH-6 1S INV.OUT=154.14 '° p I DRAWING NO. �irr ',`,,� , 1'a' r © 12 INw.Ira=15t,46(GB-3) ' r 1 REVS ISSUED P OR PEI ITTING KRD 12/7 f p7 .SCALE. 1 = 20 DATE. NOVEMBER 16, 2007 2 a R W 2 I �� A<) >I 5-1.,3" Q "NV,IN=151.46(DMH-2 30 S 3,D G , � t "� +� r 12"I ( ) . ;' k r NO. DESCRIPTION BY DATE DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. SOLE: = I"`20' ca) 35 e`�e 12 INV.OUT=151.32(DMH-3) 1 tt Itl `` . 1 - -_ _ -- RN' PROVIDE OFT SUMP)) REVISIONS CHG KRD 230007 5 OF 10 �'' �'•��' PRUNE OUT ALL DEAD TIPS, CROSSING SPRAT WITH WILT PROOF ACCORDING BRANCHES AND SUCKER GROWTH. ` TO MANUF INSTRUCTIONS IF FOLIAGE r.- AC NEVER CUT A CENTRAL LEADER , , IS PRESENT 2 PIECES 4F REINFORC SAUCER RUBBER HOSE - -= LIMIT OF TREE PIT GROUND LINE TO BE SAME AS AT NURSERY SHREDDED HARDWOOD BARK MULCH ., LIMIT OF TREE BALL �a CONTAINER - REMOVE CONTAINER. ( FORM SAUCER FOR WATER RETENTION 1 / PROTECTING ROOT BAL1_. BUTTERFLY WITH --- SHARP INSTRUMENT AND GENTLY COMB I „ w CUT & - PRIOR TO CONSTRUCTION-RI- T a CONTACT ING S 72 OURS t FROM STOP HALF a NO. 10 GAUGE GALVIN- -� _ - - FILTER FABRIC FOR WEED CONTROL (NOT = 6�'" 2-8' WOOD STAKES � � DI �i_vr GENTLY COMB OUT IZED WIRE TWISTED AND PLACED IN SAUCER ) irlliJ;N BARK ATTACHED ' i sas Gs, �,• � ENDS KNOCKED INTO STAKES. ,\ _-e •"~"¢ 6 MIN, PLANTING NY,-aaa-aez-�ssz ; TAKE GUY WIRE & HOSE OVER CT a epozz sass BACKnu WITH PLANTING MIX _,- , s'„. ,.;, �� ROOTBALL a FIRST SET OF BRANCHES, ELM CRUSHED L-FIELDITURF"WITHIN SCARIFY SUB SOIL NOT TO SCALE " FENCED AREA AR PIT I STONE (TYP.) / TWICE THE DIAMETER OF ROOT BAU_ .; . a' e a tglftg - ��T THIN BRANCHES AND FOLIAGE Li.l.r SHRUB P�l I BY 1/3 RETAINING NATURAL SHAPE. NEVER CUT CENTRAL NOT TO SCALE J THIN BRANCHES AND FOLIAGE BY 1/3 PAINT ALL CUTS PH _ 44 LEADER OVER 1 2" WITH APPROVED PA RETAINING NATURAL SHAPE. NEVER CUT / f3 CENTRAL LEADER. TREE PAINT. .' « 12 GA GALV. TWISTED WIRE IN RUBBER HOSE (TYPE II) OUND TREE AT 2/3 HEIGHT OF TREE m FROM GRADE FOR TREES WITH CALIPER 3" OR GREATER (3) 2 z2 x8' SPRUCE STAKES ABOVE GROUND TO . __.d, 8 (ITEM 11 FOR TREES 5 IN HEIGHT t�R 6 1/2 GAILY. TURNBUCKLE & #12 GA. GAL'J. LOWEST BRANCH STAKES TO BE CLEAR OFSao) (/�� ) . '+ICI'. -1� �� 9. rr /aF''�'r v • �P/J J(„r,,;F, '. :" '•i, PJ � -,........-._,,., 2 GA GALV. TWISTED TWISTED WIRE IN RUBBER HOSE AROUND TREE , ROOTBALL CUT OFF EXCESS SO THAT STAKES «.«, 3 , GR (3) #1 �F 6 1 " GAL ANCHOR WITH' 2 z2"x2" SPRUCE STAKE ARE ALL THE SAME HEIGHT. WIRES AT 120' SPADING WITH /2 " r:, � �� - P � �"' RUBBER HOSE tiEL�xLLL (3) 2 x3 x8 SPRUCE STAKES AT BURIED BELOW GRADE CLEAR OF RaOTBALL PROPOSED PET CARE FACILITY � r TURNBUCKLE WIRE IN I F 36" IN 3 « t20' SPACING, A MINIMUM O #12 GA. GAILY. TWISTED WIRE IN RUBBER HOSE AROUND TREE ATTACH TO TREE AT 1/2 TO .-- :,. 2 3 HEIGHT OF TREE ABOVE GRADE = SG - �" �'ip�TPRINT "" 9,327 SF � i _.. / TI GROUND. c STAKES TO c EXCESS sTAKEs BURLAP TREE WRAP TIED EVERY ` C STORIES 1 ,8 4 CSF v� ANCHOR WITH 2 x2x2 SPRUCE STAKE ARE ALL THE SAME HEIGHT. x2" WITH NATURAL JUTE GROUND LINE TO BE SAME AS AT NURSERY 3 a BURIED BELOW GRADE CLEAR OF Rao KC � (REFER TO ARCHITECTURAL PLANS ry _.... SURVEY FLAGGING ----- r MULCH - 2 F GROUND LINE TO BE SAME AS AT NURSERY 4" SHREDDED HARDWOOD BARK EN __.. SURVEY FLAGGING ( FARM SAUCER FOR WATER RETENTION ) JS. SG 4 SHREDDED HARDWOOD BARK MULCH CUT & REMOVE BURLAP FROM = r AD RP IG 3 2 5 A .a CUT & REMOVE BURLAP FORM SAUCER FOR WATER RETENTION TOP OF ROOT I3A,LI. & ` 12 -.�• FILTER FABRIC FOR WEED CONTROL �, IG �—. �. FROM TOP HALF OF ROOT ( ) O NAB IIIII GENTLY COMB OUT ROOTS I ( KEEP OUT OF DEPRESSION ) i. RP AD _� �. .. q JS „ BALL & GENTLY COMB ry W N MIX v,^ ^> I .. , OUT ROOTS °s FILTER FABRIC FOR WEED CONTROL (NOT BACKFILL WITH PLANTING y 12 MIN. PLANTING SAIL MIX UNDER ROaTBALI. 1(I n ... 1 ^ � '..'fir,: ' - PLACED 1N SAUCER ) SCARIFY SUB SAIL WITH PICK PH GNP 1 . 1 4 BACKFILL WITH PLANTING MIX .Y S GRAB a , PLANTING SOIL MIX UNDER ROOTBALL k 6 MIN. P BP „, "` ^ SCARIFY SUB SOIL. WITH PICK. 'TWICE THED METER _�. ^� 10 r OF ROOT BALL max. a. . ;.. TREE PIT WIDTH SECTIO ELEVATION ': .,. - ..... . ..._,.- M . _. c w ° f+ TWICE THE DIAMETER j I OF ROOT BALL a T" PIG. DECIDUOUS UOUS TREE PLANTING , BP SECTIONCELEVATION NOT TO SCALE a °: d o _... PIIa A � 1 PI�ATIITG t: � r TYPICAL EVERGREEN TREE I tD AT GRASS GRASS AT 40 CC iI NOT TO SCALE HD A NOTES: -- NURSERY STOCK LATEST EDITION 1D ♦ « " q 1) ALL PLANT STOCK SHALL CONFORM TO ANSI Z260.1 r p N ASSOCIATION OF NURSERYMEN, INC.). LANDSCAPE RE 1L REME�TS HD AMERICA ) ,, AD 2 4" AGED PINEBARK MULCH AND A WEED BARRIER (TY-PAR FABRIC OR APPROVED EQUAL) � • �' ' SHALL BE APPLIED TO ALL SHRUB AND GROUNDCOVER BEDS. INSTALL WEED BARRIER AS NORTH ANDOVER CODE R�GIVIB PRQV1DED N ��, 3' WIDE „_.• v1` If �,. PER MANUFACTURERS RECOMMENDATIONS. GRASS STRIP 8.4.1 STRIP OF LAND 6' WIDE MIN. DENSLY PLANTED. (SEE PLAN) (SOD) 3s� � 3 PLANT PIT BACKFILL SHALL BE MIXED AT A RATE OF 7 PARTS OF TOPSOIL TO 2 PART OF PARKING LOT SCREENING SOD SLOW RELEASE FERTILIZER SHALL BE APPLIED AS PER REQUIREMENT 3 20 2O DEHYDRATED" COW MANURE. BS � ,....- SG HS 3 CC 3 MANUFACTURERS RECOMMENDATIONS. USE EXISTING ON-SITE TOPSOIL AS PART OF 8 4tl4 SG BACKFILL WHEN AVAILABLE. 1 TREE PER 30 LINEAR FEET OF PERIMETER 8 TREES .• "^.T^. Sc HS ,z'r4.. PARKING LOT PERIMETER 144 L.F/30� TREES, 3,5 DIA. 04 HT. A INN TREE`REQUIREMENT �` 4 ALL LANDSCAPED AREAS NOT PLANTED WITH TREES, SHRUBS OR GROUNDCOVER SHALL BE y W SEED AS INDICATED ON PLANS. RESTORED WITH SEED, SHRUB SHRUB AND TREE AREAS SHALL RECEIVE 6 PH CORRECTED TOPSOIL.. AFTER ♦ ± INO dI'C.tS 3 5) ALL SE , TOPSOIL IS SPREAD EVENLY OVER ENTIRE AREA: ALL CLODS, LUMPS, STONES AND OTHER y1w/ DELETERIOUS MATERIAL SHALL 8E RAKED UP AND REMOVED- _ AD ... .- ._ 1 _ .... ... .• ^w o R,ASS STRI �s ^ iA CI(��.� 3' WIDE ' 2O H HALL BE ACCOMPLISHED BY 3' WIDE 3' WIDE SOD HD 6} APPLICATION OF GRASS SEED, FERTILIZERS AND MULCH S RATES OUTLINED BELOW: BROADCAST SEEDING OR HYDROSEEDING AT THE GRASS STRIP AR GRASS STRIP ' ) SOD 5O _3' WIDE-7 EDS (SOD) (SOD) 6 6 LIM SME,TONE: 100 LBS,/"`1,000 SQUARE FEET. 1 (SOD) P FERTIInl70; 500 LBS/ACRE OF 10-20-20 OR 1000 LBS/ACRE OF 5�10 10. RM HD RM GLASS STRtl MULCH, HAY MULCH APPROXIMATELY 3 TONS/ACRE F"CC 1 1 ASEED MIX (5LQPES LE55 THAN 4. R CREEPING RED FESCUE 20 _.. TALL FESCUE 15 PERENNIAL RYEGRASS 5 REDTOP ___ - 1 42 5QPE Mix (,GREATER THAN-AW L z, B BE - CREEPING RED FESCUE 20 :.: _., TALL FESCUE 20 :. 1 0) BIRDSFOOT TREEFOIL _ E .. AIRPOY"'T ENlvR I !s 7) FOR TEMPORARY EROSION CONTROL NOTES, SEE DETAIL SHEET. DRIvE f 8 NEWLY GRADED AREAS REQUIRING SLOPE PROTECTION OU TSIDE OF NORMAL SEEDING SEASON SHALL RECEIVE STRAW MULCH AT THE APPROXIM ATE RATE OF NO MORE THAN 3 TONS PER s. ACRE. 9) ANY CHANGES IN PLANT LOCATIONS OR TYPES SHALL BE APPROVED' BY THE DEVELOPER, LANDOWNER AND TOWN PRIOR TO INSTALLATION, 10) CLEAR AND GRUB (TO LIMITS REQUIRED ON GRADING PLAN) TO REMOVE VEGETATION, TREES, ROCKS, DEBRIS, ROOTS, ETC. STUMPS SHALL BE REMOVED AND DISPOSED OF OFF :SITE IN ACCORDANCE WITH STATE REGULATIONS. AFTER CURING, ROTCDTILL., STRIP AND STOCKPILE ALL E TO THE MAXIMUM EXTENT POSSIBLE, _._... ON-SITE TOPSOIL FOR REUSE 11) FOR SEED (& SOD) AREAS USE EXISTING TOPSOIL., IF AVAILABLE, FOR A 4" DEPTH AND TOP = " SCREENED TOPSOIL UNLESS OTHERWISE NOTED ON PLAN. ALL LOAM OR S WITH 2 OF SCRE DRES :.. , � k TOPSOIL IMPORTED OR RE-UTILIZED FROM ON SITE SHALL BE TESTED AND AMENDED AS ,1 f DIRECTED BY DEVELOPER TO MEET MINIMUM REQUIREMENTS, s ��'^ ^r^irm :mt�au^�iw�'-a,z,��anaru,�urru !uurr�qowu's ,us�c iareFariwwniAu ^ ir r'sr ra� G ri xfa e. uwi ,. m e 'w.sszavw er it» ,,rf 'w-u arru �' yl H CONTRACTOR FOR ONE YEAR AFTER WRITTEN 12) PLANTINGS SHALL BE GUARANTEED BYTE ACCEPTANCE OF THE DEVELOPER. F :r 13) SLOPES GREATER THAN 3,1 SHALL RECEIVE JUTE MESH OR WOOD EXCELSIOR MATTING NO MORE THAN 24 HOURS AFTER SEEDING. MATTING SHALL BE INSTALLED AS PER MANUFACTURERS I RECOMMENDATIONS. 4al�^.J,+YFGFY✓:^MidO N,.A,.Cai"PJ't: r�Y.S. 'Multu4s vY,tla Y 1L . 1, .; ,!fdk .,.., r ! ." ; .F ,' r" ,: ,., ,,r .' ,.: r N c F A b.sriY Y,i 7 tt•R, 4 .,.5^(.'r'N S`1 a,1,h"'11Y"k'✓rv'(d'iwfi 1 t IA ✓ _ _.. -__ HE DIMENSIONS : GRAPHIC SCALE 14) THE CONTRACTOR SHALL DIG ROOT BALLS FOR TRANSPLANTED ITEMS TOT r SPECIFICATIONS MANUAL SEE NOTE 1 , OUTLINED IN THE NURSERY STOCK ( ) I za zo " THIS IS TO !CERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED 8a CAUTION TO MINIMIZE DAMAGE TO ROOT SYSTEMS nb m„" rr$ r v FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. 15) THE CONTRACTOR SHALL TAKE EXTREME C N "' " DURING DIGGING AND TRANSPLANTING, ROOT BALLS OF TRANSPLANTS SHALL BE WRAPPED IN r BURLAP (WHICH SHALL BE REMOVED UPON RE-PLANTING) AND KEPT MOIST. ,! IN DATE: 16) EXPOSED SOILS SHALL BE SEEDED OR HAY MULCHED WITHIN 72 HOURS OF FINAL GRADING« : t 1,I]C. COORDINATED WITH APPLICABLE EPA NPDES SWPPP PERMIT WORK AS / TOWN CLERK: RED. �y-���^��11 1�e T V REQUIRED. kA,.NT QUANTITY PLANTIN " HED vERAGE OF 1 � E D APPROVED 8Y THE TOWN, OF NO rH ANDO�VER PLANNING ' 8 THE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM TO PROVIDE COMPLETE C0 EA NT DESIGNATION' BOARD _ 1 ) ALA EASE AREA:. THE SYSTEM SHALL INCLUDE A � ALL SEED ARMS AND SHRUB BEDS WITHIN THE L P�� TY $'O"T�C .w � CC' CK NAB '� MATURE IZL"���� J.M �.r��� �L TIMER AND SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. Tb UTILITY POLE TREES LOR WHITE FIR 6' - 7' HT. -/SCREEN-SPECIMEN-B U GREEN t DRAIN MANHOLE A131ES CONCO Zeonet AR 6 ACER RUBRU�M CLNLTIVAR RED MAPLE 3.'3" CALF 4" HT, MIN, - SHADE-STREET-RED FALL COLOR. "C}CTOBER GLORY' OR SIMILAR DATE 'i���r� FOR REGISTRY USE 0 SEWER MANHOLE " PORTION OF ASSESSORS �MAP' 74 L — CERTIFICATIONS: PCC 7 PYRUS CALLERYANA PAPER BIRCH 8" - 10' i�L - SHADE-MULTI-STEM-WHITE BARK LOT �" � CNP 2 CHAM+AECYPARIS NOO ELAND SELECT CALIERY PEAR 4" CAL - ORIIVIF�LTAL-SHADE BP 4 BETULA PAPYRIFERA CHANTICLEER CLEV LT, CATCH BASIN TKATENSIS 'PENDULA WEEPING ALASKA CEDAR _ SCREEN -� 500 SUTTON STREET 3� PICEA ABIES NORWAY SPRUCE 6 - 7 Rf - SCREEN-SPECIMEN OVERHEAD SERVICE WIRES PREPARED I %CONFORMANCE PA - --- NORTH ANDOVER, MASSACHUSETTS 01845 CERTIFY THAT THIS PLAN HAS BEEN PREP N, 3� O O , FILED � P PICFA PUNGEN GLAUCA C L RADO BLUE SPRUCE � T - �B HT. - SCREEN'-SPECIMEN , WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS' PIN OF THE COMMONWEALTH ICE MASSACHl151:.TTS. 7 PgNus NIGRA AUSTRIAN PINE 6' -- 7' �'ITt PREPARED FOR. DF REALTY LLC DOUBLE SOLID YELLOW LINE SPOT ELEVATION SH 1 PARKER STREET, SUITE 2C " ,AD 16 AZALEA HYBRID AZALEA 18 -•24 SPR. 5'-6" HT. MAX. BRICK RED FLOWERS 'STEWARTSTONIAN' OR SIMILIAR � SEWER LINE LAWRENC , MASSAICHUSETTS 0184 IG 6 ILEX GLAB CULTIVAR INKBERRY 18 -24" HT. W`8' HT. MAX. BERRIES 'SHAMROCK OR SIMILAR 978-686-2640 JS JUNIPEItUS SCOT DRUM' CULTIVAR JUNIPER 5---6' HT.--B&B 10 HT. MAX. PYRAMIDAL SKYROGK 4R SIMILAR WATER LINE KC 3 KALMIA L.ATIFOLIA COMPACT MOUNTAIN LAUREL 18 -24 HT. 3 HT. MAY GLOBE E OR SIMILAR WATER VALVE RM 12 ROSA HYBRID 'V EIDILAND" MEIDI VD ROSES-CARE FREE 18�:2 HT. 3 GAL 4' O.C. - COLORS BY R.L«A: %^ �► � �. RP 4 RHODOD91DRON 'TPJM PJM:.RHODODENDRON 24 --30,;HT,-B&B 4-6 HT. MPJ(. LAVENDER PINK FIRE HYDRANT � � �� A Now _ " 4 ISC. REVS EF 7 ' 1 08 .� . . rrrrc 44 Stiles Road, Suite One SG 13 SPIREA,JAPONIICI+ GOLD MOUND GOLD`MOUND SPIREA 18 24 SPR. 3 HT. MAX. GOLDEN FOLIAGE / �.�.. SIP 3 S`tRINGA MEI. 'PALIBIN' DWARF KO�RFAN LILAC 2' 3' HT. 6' HT. -MM./LAVENDER;FCOWER GAS VALVE �� Salem, errr Hampshire C13(179 N MISC. REVS ,,, KRI B t 8 = '" "= - ` 1 VIBURNUM C FLESH _ BEAN P 18"-2e HT: 6'-8' HT..MAX. FRAGRANT FOUNDATION PLANT d3) $ 3-0Z2o 20 B M ,- c GAS LINE I !; VIBURNUM TRILO U AMIERICAN CRANBERRY VIBURN. 3--4 HT. 8 12 HT. MAX« JRED BERRIES INTO WINTER 2 MISC. REVS is • ENGINEERS,* PLANNERS * SURVEYORS KRD 1�2/°13f07 A�HF Design C4nsulfiarlts Inc. PERENNIALS GRASSES SIGN REVS. ISSUED FOR PER LNG EF 12 ? G7 SCALE: 1�= 20' DATE. NOVEMB DRAWING NO. • AT 16 ART'�MESIA SC�iMIDTIANA SILVER MOUND. 12 -T5 SPR. GROUNDCOVER CHAINNK FENCE ER 16, I)D7 23O0SP3.DWVG NO. DESCRIPTION BY DRAWN BY: HD 180 H M R D 0 0 DWARF YELLOW DA'ILILLY 1 GAL 18 C3G GROUNDCOVER STELLA D ORO Rt1BY 5TE' STELLA SUPREME MIX DATE CHECKED BY. PROJECT NO, SHEET NQ. CHRISTOPHER FRANCHER, P.L.S. DATE HS 60 HOSTA SI LARGE LEAF HOSTA 1 GAL 18 O.C. GROUNDCOVER ELEGANS OR SIMILAR) ELECTRIC LINE PH' � PENNISETUMIALOPERCUROIDES I DWARF FOUNTAIN GRASR 11 1 GAL. 18" O,G. GROUNDGC7VER "`HAMUN' OR SIMILAR..:. REVISIONS CHG KRD 230007 6 OF 10 FOR REGISTRY USE 25 133 E TII�I ATIO NS: � ��,��� LAKE C0& LAWRENCE CLARK I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE NICI j WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS � � EXISTING BV"�' PER TOWN RECORDS ,WfL�,vRORT L OF THE COMMONWEALTH OF MASSACHUSETTS. ., �, Pvr�T DIRECTLY 'VERIFIED IN FIELD BY OLD CLARK ST. EPSILON ASSOC. (3/21 /03) AND M H ` DESIGN (3 24/03). AIRPORT �� SITE ENTRANCE '�CjC1RIVE `� CHRISTOPHER FR,ANCHER, P,L.S. DATE ' 125 495133 a co I" 44,/ LOCATION MAP NOT TO SCALE .. �C3 1, I < r e 00) cj �. V Y ti J „ f ANCILLARY SITE GRADING WITHIN ZONE LIMITS ARE REQUIRED FOR ADEQUATE SITE ` OPERATIONS AND SAFETY CONSIDERATIONS. 1. 1 HATCHED AREA INDICATES NON—DISCHARGE ZONE LIMITS WITHIN PROPOSED SITE TORT y AIRPORT LOT CREATED PRIOR TO 1 O 24 94 r \ , t GENERAL ZONE 'WATERSHED PROTECTIONJr { DISTRICT PER ZONE MAP. SEE SITE PLAN r' . r J f t f sFOR ALLOWED USES . EXISTING GENERAL Y 4 r Lu , FLOW PATTERNS IN ZONE AREA ARE ,;,, , J , r 1 PROPOSED EMERGENCY INTAINED. OVERFLOW OUTLETS ,r X a ' AS ALLOWED I .b..l. 1 • NOTE FULL GENERAL BM G TSS REMOVAL ARE WATERSHED PROTECTION DISTRICT ` APPROX. LOCATION W- 1 e , n i sr t a:� .,. ..—. f, :,,. ,' ',, „^ .. ',., ...M .' +W.` ..... : „...r ««««A.w^«« «« •� i. , .i7. .,' 1.tl,.^ ,4 1: ' « ro , n 711 a W. w„a r « SEE NOTE 4 W .LINE vifl-flAcu A. j CIVIL „ p 1' y ( _ r No,47 PORTION OF m far►, «�1 ! I MAP 74 LOT J. iJ SWTARY 81J LDING fF y SEWER � i « «« F'RC'!P 19" '_, �' ,.,`�t , _ 'K:k GRAPHIC '�'�j'[�' �'�a . e: l�t� T Cll� SCALE WATER IN t • S , ; I ire 1 EE NOTE 1� enaw $ f � r; O 75 BD 120 `�} 1," I „z.. 1 r F 7EmpoRAR(EDGE OF _..._ `• ..� sa.ew RSO. tsb. (: ' Y... :` i o ti PAVEMEKT OR .✓' 1=4kiS9RE EXPANSt(3N,fff ,.-.. - ... - - • .-" .. .1. - - OTHERS) J 7 , s <q IN FEET 160.30 _. _ _ aqua �� _.. 1 inch 30 & _ -SEE.NOTE 6. 6� � : if 579 4 ry 75A0.8a s, PfM.OIlC�13«5� SER s is WPD ZONE SUMMARY PLAN PROP OSED BUILDING PAVEMENT FENCED URF LEGEND AREA, ROOF RECHARGE SYSTEM, AND DETENTION PORTION OF ASSESSORS MAP 74 LOT 1—$ BASIN ARE LOCATED OUTSIDE OF 500 SUTTON STREET NORTH ANDOVER, MASSACHUSE17S 01845 UTILITY POLE WATER LINE. NON--DISCHARGE ZONE,,, PREPARED FOR: DRAIN MANHOLE " WATER. VALVE '' DF REALTY LLC 1 PARKER STREET, SUITE 2C 0 SEWER MANHOLE FIRE HYDRANT % LAWRENCE, MASSACH'USETTS 01843 APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD 97€-686-2G40 I� CATCH BASIN GAS VALVE 5 MISC. REVS KRD 8/10/08 MW Now OVERHEAD SERVICE WIRES c GAS LINE THIS I S TO CERTIFY THAT TWENTY (20} DAYS HAVE ELAPSED DATE / / � 44 Stiles Road, Suite One 4 MISC. REVS '' MAM 7 31 08i ,� „�. ..r. ° ° DOUBLE SOLID YELLOW LINE - - SIGN FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. Salem, New Hampshire Q3tf79 .. ... , 3 MISC. REVS KRD 6/3�'08 (603) 893-0720 q SPOT ELEVATION CHAIN FENCE 2 MISC. REVS �� KRD 12 13 07 �IIH Dsi Ct �`4itatll.tt�lltsI�C» ENGINEERS r PLANNERS • SURVEYORS FILED aRAwrntc to©, x DATE: /07 NOVEMEIER 16 2007 N . DESCRIPTION'I ISSUED FOR PERI�fi1"ING KRD 1 30 DATE: 2�n�s��.r�r�c SCALD. 1 S SEWER LINE E ELECTRIC LINE BY DATE DRAWN BY: CHECKED I3Y« PROJECT NO. SHEET NO, TOWN CLERK: TEST PIT REVISIONS CHG KRD 230007 7 OF 10 FOR REGISTRY USE 125 4 133 � TIFIC ATI0 NS: � �� M LAKE COEHICHEMCK I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE LAWRE�A+'�E Cu�RK , WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS ;a MUNICIPAL J EXISTING D PER TO'" N RECORDS , AIRPORT OF THE COMMONWEALTH OF MASSACHUSETTS. DIRECTLY VERIFIED IN FIELD BY OLD CLARK ST. . EPSILON ASSOC. (3 1/03) AND MJH � � ;�-� SITE DESIGN (3/24/03). AIRPORT ENTRANCE p DRIVEN cn CHRIST(7PHER FRANCHER, P.L.S. LATE �. , 12 40 -.,,► 495 133 WCATION MAP NOT M SCALE , c w .w w , ,, e4 1' k, k a7 A' I f-l C� /r m i — y _ � a „ a ' 71 S 7,91 �, Y k M r ". ..... Ole 0 "" i ^— u w , ANCILLARY SITE GRADING Or THIN ZONE /f .r ` . . S ARE REQUIRED FOR AD ' "... ., ��.. LI M IT ADEQUATE SITE OPERATIONS AND SAFETY' CONSIDERATIONS. a r.. ( HATCHED AREA INDICATES NON—DISCHARGE nw ZONE LIMITS WITHIN PROPOSED SITE WORK (AIRPORT LOT CREATED PRIOR TO 10 4/9�4) w GENERAL ZONE WATERSHED PROTECTION T ICT PER ZONE MAP, SEE SITE PLAN v f CIS , w r u FOR ALLOWED USES). EXISTING GENERAL d ;r f , y ,,.� r .. r I='LO'WI PATTERNS IN ZONE AREA ARE „ yy 1 i 'MAIN p pt r Al IyTAI N ED. ; PROPOSED EMERGENCY OVERFLOW OUTLET AS ALLOW D ,, , ,/yy,/ww��jj .f,�f,.yy]], +` { � 1 NOTE F1J► - L 0 GENERAL ZONE N G TS AL ARE ' WATERSHED PROTECTION REMOVAL " , DISTRICT (APPROX. LOCATION) ......`........ ,. 'vt . (} r r ,.,r is ...r-. ,, ': w,. >y. , •., ..:- ....,_,._._". "'ram" — iaY.�" ^".. ...- .' .... ....., .. h ..- `it. i.. ,� ,,. -• rf ;...,;:, + tit ,' -, :.• .y; fr r q 1-, t y ... i ' SEE NCYfE 71.: N('!]E 4 -- , t :. j" .. .: . VEWAIM { LifIE - ,' AICHA A. PF40POM Pff CAM MUM \iT, '/ .ram r ^ { / i ''l, q, ✓ :." � / j•C _ ...__ \„ F' MALYNC ` PORTION O� m - 18, t `;" CIVIL -F 2 554 G'SF " r� DIM (REFER TO AROCISMIRAL FM:AM f �. � � �" �� � Nu.472 MAP 4 ". , Fs.JILI�N FF'..ts,ss $iss -' ---e SEWER •`" »,...... } ,auaa w,, ` . GRAPHIC �;� r'y3 L+� ✓ r 30 8tl t2G1 .' � as � ,,o _ TEUPORAfCt'EDGE OF yy .. ,: a_ PA4'ERfENT(FOR ':<. - `, FMRE EXPJ,NWN 6Y' - OIHERS 1+29IN FT:W � q w ,... 9 _ SEE N07E ia. ��ao GISDR-35SWi � inch , a'na►c��ssas _._. ._._ ,s.a 5 � 1,_;^y u�w.exlr-ts3 a _ u'— . 159 A3 "* y e PRL,P. y } gg fop! �,"" WPD ONE SUMMARY PLC PROPOSED BUILDING, PAVEMENT, TURF Zenoet � � FENCED �; + ROOF RECHARGE S "STEI , AND DETENTION LEGS AREA, PORTION OF ASSESSORS' .SAP' 74 LOT i—B BASIN ARE LOCATED OUTSIDE OF 500 SUTTON STREET UTILITY POLE w WATER LINE NON--DISCHARGE ZONE. NORTH ANDOVER, MASSACHUSETTS 01845 ( ► DRAIN MANHOLE 'R ' WATER VALVE PREPARED FOR. DF REALTY LLC Q SEWER MANHOLE FIRE HYDRANT 1 PARKER STREET, SUITE 2C APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD LAWYRENCE, MASSACHUSETTS 01843 Gv® CATCH BASIN GAS VALVE 978-686-2640 OVERHEAD SERVICE WIRES � GAS LINE � S KRD 8/10f08 _ THIS IS TO CERTIFY THAT TWENTY 20 DAYS HAVE ELAPSED 4 MISC. RE5 MISC. EVVS MAIM NO r 44 Stiles Road, Suite One ( DATE 7/31/08 ► .. .rrrr .� � 4 FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. Salem, New Hampshire 03079 DOUBLE SOLID YELLOW LINE SIGN 3 MISC. REVS KRD' 6/3/a8 �' —"'� �' � � � (+603) 8s3-�1�T20 2 MISC. REVS KRD 12 13 07NGINEERS* PLANNERS • SURVEYORS SPOT ELEVATION CHAINLINK FENCE � / MIFF Design Canslaltants,' Inc.1 " DATE: FILED 1 REVS ISSUED FOR PERMITTING KRD 12/'7/'07 SCALE: 1"= 30, DATE: NOVEMBER 16, 2007 DRAWING NO. 2300SP .DWG. SEWER LINE ELECTRIC LINE NO.1 DESCRIPTION BY DATE DRAWN BY: CHECKED BY: PROJECT NO. SKEET NO. TEST PIT TOWN CLERK: REVISIONS CHG KRD 230007 7 OF 10 .......... ........... FOR REGISTRY USE CERTIFICATIONS : A.MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE LEASE HOLDER, ,,--PROPOSED GRADE OF CHANNEL PROPOSED TOP OF PROPOSED 7�k SIDE SLOPE POND BANK. SEE PLAN FOR FLOW B.INLET & OUTLET INSPECTIONS - THE INLETS AND OUTLET OF THE BASIN SHALL BE r6ELEV. A ELEVATION I CERTIFY THAT THIS PLAN HAS BEEN CHECKED PERIODICALLY TO ENSURE THAT FLOW STRUCTURES ARE NOT BLOCKED BT ly OUTLET CONTROL STRUCTURE TABLE DEBRIS. INSPECTIONS SHALL BE CONDUCTED MONTHLY DURING WET WEATHER D PREPARED IN CONFORMANCE WITH THE RULI CONDITIONS FROM MARCH TO NOVEMBER, IT IS IMPORTANT THAT STRUCTURES BE AND REGULATIONS OF THE REGISTER OF INSPECTED FOR DEBRIS BLOCKAGE, AND THAT CORRECTIVE ACTION BE TAKEN EVEN IDS RIM ORFICE # SIZE (IN.) ELEV. INV.IN lNV.IN (EL) INV.OUT INV.0U`T (EL) 4* VERncAL FACE DEEDS OF THE COMMONWEALTH OF DURING STORM CONDITIONS. #1 158.20 A 6. 1194.00 24* 154.00 12' 151.70 EMUEDDING DETAIL MASSACHUSETTS. C-EROSION & INSTABILITY - BASIN SHALL BE INSPECTED REGULARLY FOR EROSION, J%ELEV. B B 12* 1156.90 SILT FENCE DESTABILIZATION OF SIDE SLOPES, EMBANKMENT SETTLING AND OTHER SIGNS OF ON 2" X 2" STAKES 5' O.C. STRUCTURAL FAILURE. AND LOS$ OF STORAGE VOLUME DUE TO SEDIMENT PROPOSEDTOP OF PROPOSED ACCUMULATION. CORRECTIVE ACTION SHOULD BE TAKEN IMMEDIATELY UPON POND BANK. SEE PLAN FOR ANGLE FIRST STAKE TOWARD IDENTIFICATION OF PROBLEMS. 4-6- OF STONE (MHD M2.02.4) ELEVATION OUTLET CONTROL PREVIOUSLY LAID SALE WATER SURFACE AT STRUCTURE D.EMBANKMENT MAINTENANCE - EMBANKMENT$ SHOULD BE MAINTAINED TO PRESERVE 6" GRAVEL THEIR INTEGRITY AS IMPOUNDMENT STRUCTURES. INCLUDING, BUT NOT NECESSARILY ELEV. A 1 00-YR STORM MIlRAFI 140N SEPARATION FA7811RI WIRE OR NYLON LIMITED TO, VEGETATfVE MAINTENANCE (MOWING, CONTROL OF WOODY VEGETATION). v 1 12' 12' ADS HOOD/FLOW FLOW BOUND BALES PLACED RODENT CONTROL- EROSION CONTROL AND REPAIR, AND INLET/OUTLETS INCLUDING COMPACTED SUBGRADE ------- CONTROL TEE (OR ON THE CONTOUR OUTLET CONTROL STRUCTURE MAINTENANCE AND REPAIR. INDIGENOUS BASIN GRASS SHALL BE MAINTAINED APPROPRIATELY. FERTILIZERS WILL NOT BE ALLOWED IN THE ELEV. B EXISTING GRADE A A APPROVED EQUAL) BASIN, TRASH AND DEBRIS SHALL BE REMOVED. SECTION INLET PIPE OUTLET PIPE 2- X 2- STAKES 1 1/2' TO 2' 3 ?4 IN THE GROUND E.SEDIMENT REMOVAL - SEDIMENT SHALL BE REMOVED FROM THE SYSTEM WHEN NECESSARY. CHRISTOPHER FRANCHER, P.L.S. DATE 30" FRAME & COVER HAY BALE & F,VEGETATION - THE VEGETATED AREAS OF THE STRUCTURE SHOULD BE PROTECTED ELEV. c 6. -,A (H-20 LOADING) -------v 'g > V, FROM DENSE WEED GROWTH BY MOWING. TREES AND SHRUBS SHOULD BE KEPT OFF RIM ELEV, BRICKS SHALL BE USED FOR THE EMBANKMENT AND EMERGENCY SPILLWAY AREAS. SILT EMU BARRIER PLAN VIE SEE TABLE. GRADE ADJUSTMENTS (2 COURES PROFILE MIN., 12" MAX) FRAME TO BE SET NOT TO SCALE 2% MAX. G.SAFETY INSPECTIONS - THE LEASE HOLDER SHALL BE RESPONSIBLE FOR ARRANGING IN FULL BED OF MORTAR RUNOFF WATER 2% MAX. 2% MAX. INSPECTIONS ON A REGULAR BASIS. WITH SEDIMENT GRAVEL (12- MIN. DEPTH) CROSS SLOPE "o EN CROSS SLOPE -1 "MET" M 1 O"L CY SPILLWAY CROSS SLOPE TYPICAL SECTION & P"OFILE 8" TOP SLAB WITH 30" OPENING H-20 LOADING NOT TO SCALE `7 1'r,f;, MI 1 12 1 12 u) BERM HATERUL FOR ,-OPEN TOP (WEIR) #6 MAX MAX TOP OF BERM DETENTION BASIN 6EL6 ELEV, = SEE TABLE 4" LOAM HYDROSEED 1 [M ..-STAINELSS STEEL STRAP P 10, ERVIOUS CORE(CLAY, SILT, & SAND) SHALL & HARDWARE (TYR,) CONFORM TO AASHTO T27 AND MEET THE 6'-0' A SPILLWAY E-LEV=h GRADATION AS FOLLOWS: ADS HOOD/FLOW ELEV=A ROLLED TO 6- LAYERS(95% COMPACTION) CONTROL TEE WIRE MESH 'y SEE PLAN FOR 0_1 (OR APPROVED EQUAL) SEDIMENT 0 FERCENT EINE 51EYE SI'Z LOCATION OUTLET PIPE PER PLAN 100 #4 INV SEE TABLE A,4 �__A __>_ >1, , . , e, , / ;/ �j Irl ., I- FRED WATER 0 30 TO 85 #40 QQ_N_SIR.UQTIQN SEQUENCE r. 3 20 TO 50 #200 NLET PIPE 1, A WIRE MESH SHOULD BE PLACED OVER THE DROP INLET OR CURB OPENING SO THAT THE SPILLWAY RIPRAP 2'� INV SEE TABLE ENTIRE OPENING AND A MINIMUM OF 12 INCHES AROUND THE OPENING ARE COVERED BY THE d5O=,3" 2 FILIER LAYER El NQ FINE GRAVEL) MESH, THE MESH MAY BE ORDINARY HARDWARE CLOTH OR WIRE MESH WITH OPENINGS UP TO 1/2 //N/U�,// # ELEV=F Ak INCH, ELEV=C EPTH-7 D EECENT FINER SIEVE SIZ . . . .. . . . . E V� 2. THE WIRE MESH SHOULD BE COVERED WITH CLEAN COARSE AGGREGATE SUCH AS SEWER STONE X, 100 1/2 IN. INV,=SEE TABLE FOR A MINIMUM DEPTH OF 12 INCHES, ",x 3) THE COARSE AGGREGATE SHOULD EXTEND AT LEAST 15 INCHES ON ALL SIDES OF THE DRAIN W� >/ �1�1 x X\1 ��AfNTENA�aE ALL STRUCTURES SHOULD BE INSPECTED AFTER EVERY RAIN STORM AND REPAIRS MADE AS 5 5,-0*, I.D. NECESSARY. SEDIMENT SHOULD BE REMOVED FROM THE TRAPPING DEVICES AFTER THE SEDIMENT HANDICAP RAMP 3 FILTER L6YER _U OF 3/4" CRUSHED STONE EXIST. GRADE x 40 TO 85 #4 1 END PLUG 30 TO 50 #10 OPENING� 0 TO 5 #200 8 6 NOT TO SCALE TO CONCRETE OUTLET TO EMBANKMENT MATERIAL SHALL CONFORM TO BEDDING, ASTM C33, STONE 5" HAS REACHED A MAXIMUM OF ONE HALF THE DEPTH OF THE TRAP. THE SEDIMENT SHOULD BE AASHTO M57 AND MEET THE FOLLOWING SIZE #67 SMT10 CONTROL STRUCTURE SEE GR�ADATION: NOTES: DISPOSED OF IN A SUITABLE AREA AND PROTECTED FROM EROSION BY EITHER STRUCTURAL OR DIMENSION TABLE DETAIL THIS SHEET PLAN VEGETAT�VE MEANS, THE TEMPORARY TRAPS SHOULD BE REMOVED AND THE AREA REPAIR D S c ZIMPERVIOUS 1. PRECAST CONCRETE MAN HOLE AS MANUFCTURED E A FOR LOCATION CORE KEY BY SUPERIOR CONCRETE OR APPROVED EQ UAL, SOON AS THE CONTRIBUTING DRAINAGE AREA TO THE INLET HAS BEEN COMPLETELY STABILIZED. PERCENT FINE SIEVE 2Z 2 A DM A B C D 81 100 3 IN. DAYS, STME INLET ERQUICTION, DE��-QN 113 R 3, REINFORCING: H-20 LOADING, 4 X 4/4 X 4 9. 12* 95-100 2 IN. W.W.M. SLAB TOP -NO, 5's 0 8" Oz. NOT TO SCALE 12' 4- 12--0- 4'-0.07' 2'-0' 2- 55-85 1 IN. 4, SHIPLAP JOINTS SEALED WITH 1 STRIP OF 1" CIA 27-52 #4 BUTYL RUBBER SEALANT, 15* 6" 2'-3" 3'-10* 2'-G" 2,25" 11" 5. EACH CASTING TO HAVE LIFTING HOLES CAST IN, A c D E F 50 MAX. #40 6. LENGTH AND DIAMETER OF TEE VARIES WITH PIPE, IS' 9* 2'-3" 3'-10' 3'-Q* 2.5* 12' 25 MAX. 200 E SECTION X-X 24* 9.5" 3'-7. 2'-65- 4'-O-1 3- 114- (Elev.) (Elev) (Elev.) (f eet) (Elev.) (Elev.) PRECAK, C01MEETE 1" REBAR FOR BAG 3 -1 4- DETENTION BASIN 1 158.20 157.20 154.00 10.0 151.70 154.00 OUTLET CONTROL SIR-UCTURE (OCS5 REMOVAL FROM INLET 6" 15' 5*-,3" 2'-10.75" 6'-0 120- 1 1 CEMENT CONC. INVERT NOT TO SCALE 0,11711 OUTLET NOTE: APPLIES TO DMH-1 & DMH-3 FOR STRUCTURE ONLY. EXISTING PIPIES AT DMH-3 TYPICAL DETENTION BASINSROSS O.CiCTION 39 1/4"- SHALL BE PROPERLY REJOINED IN ACCORDINCE WITH THE TOWN ENGINEER, ........... .......... NOT TO SCALE 32- LXPA X Xi NSION- D INLET 6" RESTRAINT ........... ....... NYLON A .............. 1/4 ROPE T 30" -ELAN 2,X2`0/4" D. ...... 30'01A. C I .... ....... END VIEW FRAME& C'0*VER RUBBER ...... PLAN BLOCK .. .... . (SEE DETAIL) PAVEMENT DIMENSIONS V-6" 14. SILTS CK 3' PRECAST RNFLIFORCED COATCRE-TE REFER TO THIS POINT FINISH GRADE 32" WIDTH VARIES END SECTLOAT FLARED 11 1� FRAME & COYE NOT TO SCALE MAXIMUM RUNNING 4 CONCRETE SLAB/BRUSH FINISH 1'RADIUS BOTH SIDES (NHDOT TYPE 1) NOTE: REGULAR FLOW 40 GAL./MIN./SF SLOPE IS 5%. W/ 6" X 6" �.4W/1,4W W,VV,M. HIGH FLOW 200 GAL,/MIN,/SF MAXIMUM CROSS PAVEMENT ELEVAMONS REFER TO 1/4" CQTTER PIN ON 95% COMPACTED GRANULAR FILL. THIS POINT I PRECAST CONCRETE MANHOLE AS 3/8" PLATE- SLOPE IS 2%. MANUFACTURED BY SUPERIOR RI CONCRETE OR APPROVED EQUAL, T 361 D, 3 112 2. CONCRETE: 4,000 PSI AFTER 28 5/3" BARS 2 112 4",14 1/4 +4. b T SURFACE AS 4- DAYS. PARKING LO 167 3. REINFORCING: H-20 LOADING 4 X PLATE WASHER X X, SPECIFIED I =0 (TYP) - A, INL 4/4 X 4 W,W.M. -'2)#4 BARS CONT,TOP&BOTTOM INVERT 4� SHIPLAP JOINTS SEALED WITH 1 RIP OF I" DA, BUTYL RUBBER OUTLET 7� & Lo SEALANT, C) o 5. EACH CASTING 70 HAVE LIFTING a, WASHER HOLESCAST IN, Ed 117 j 07 6. EACH SECTION TO BE LABELED AS NOTED. 5" -4'-0" I.D. 5- 7. MANHOLE STEPS 0 12" O,C, X STABILIZED SUBGRADE L 6"-4' #PS2-PF-SL. CONG, INVERT 4 2" TYP.. ECIFIED NOTES K DETAM-ODI OR Off 8, PIPE OPENINGS CAST IN AS DIk BAR REQuiRED. NOT TO SCALE X/ X/ ALL STRUCTURES SHOULD BE INSPECTED AFTER EVERY RAIN STORM AND REPAIRS MADE AS MAtNTFNANCE 1-1/4" CIA. BAR 1. ALL CURSING TO BE 5000 P.S.I. 0 28 DAY P.C.C. TYP, 8" OF 3/4" CRUSHED THICKENED EDGE WALK NOT REQUIRED 9. 8" SLAB TOP AVAILABLE. 4"�4"xl/4" PLATE WASHER PLATE A. C33, STONE SIZE #67 HAS REACHED A MAXIMUM OF ONE HALF THE DEPTH OF THE TRAP, THE SEDIMENT SHOULD BE 3/8 STONE BEDDING, ASTM E S I 5/8" DI WHERE WALK ABUTS STRUCTURE. 2. PROVIDE EXPANSION JOINTS 0 20'-0" O.C. NECESSARY� SEDIMENT SHOULD BE REMOVED FROM THE TRAPPING DEVICES AFTER TH ED MENT ELEVATION BARS (TYP.) PROVIDE A 1/2- NON-EXTRUDING 3. PAVEMENT SHALL BE IN ACCORDANCE WITH SOILS REPORT DISPOSED OF IN A SUITABLE AREA AND PROTECTED FROM EROSION BY EITHER STRUCTURAL OR 3 lb EXPANSION JOINT AGAINST STRUCTURE VEGETATIVE MEANS. THE TEMPORARY TRAPS SHOULD BE REMOVED AND THE AREA REPAI E AS Typ, 4"x4'xl/4" SECTIO 7- R D 1-1/2" TYP� I" MAX, CLEARANCE-' PLATE: WASHER AND EVERY 20' ALONG WALK, CONCRETE CURB ON-SITE PRECAST CONCRETE SOON AS THE CONTRIBUTING DRAINAGE AREA TO THE INLET HAS BEEN COMPLETELY STABILIZED. 1-1/8"o G" HEAVY TO SJDEWALL (TYP.) CADMIUIA-PLA7ED HEX "I DRAIN MANHOIX BOLT, 4"MIN. THREAD 1/4' FLARED END SECTION BRUSHED CONCR."n'TE WALK NOTTO SCALE INLET' PRUECTION -DETAIL LENCTH TYR, MAXIMUM PIPE DIAMETER 30" NOT 1/4- COTTER PiN NOT TO SCALE TO SCALE MIRAFI GEOTE)MLE 1-3/8" URILLED HOLE-, PLAN FABRIC ") &D�A �CHEDULE 80 PIPE CONFICURATION DETAIL TYPICAL INSTALLATION 1" MHD TOP DR. BY: N. BALDWN I" PVC ANTI-SIPHON 1, THE FOR THE FALTER MATERAL, GEOTEXTILE4BMC. AND RIPRAP SHALL BE PREPARED TO THE LINES AND 2" MHD BINDER COURSE, TYPE 1-1 V�SHER HINGE GRADES SI4DJfflN 304 THE PLANS 2. THE ROCK OR GRAVEL/,bSE0 F,CR RLTER OR RIPRAp SHALL CONFORM TO THE COURSE, TYPE 1-1 .. 1�1 NOTES Hydro Conduit PIPE AOAPTER SPECIRIDD GRAZIATWW, 3, GEOTEXMLE FABRICS, SHA�LL BE PfGTECTZD FROM PUNCTURE OR TEARING DURNG THE 3 - 3 6 FL.AIL SPACER VrELDED TO 69 STC 450i Precast Concrete Stormceptor SIPHON SNOUT I% OVER THE BAA,�GE7�AREA Ok BY COMPILFTE REPLACE,\MENf OF THE FABRIC, ALL OVERLAPS REOUIRED FOR REPAJRS 1�7 CK. BY- AN71- § 1/4" N I- MANP PLACEMENT OF THE ROCK RPRAP. DAMAGED ARFAS IN THE%?,;,FABRIC &�iALL BE REPAIRED BY PLACING A PIECE OF FAI31C CmP FLARED END SECTIONS, (M3.11.03) 4 Typ� v ROOFING SHOwN FOR RCP ALSO APPLIE'S FOR�',�,,, 2',AllKlf4l TEELTUBE DATE: MARCH 20, 2001 (2) 1 /B"o 2, TACK WELD WASHER To PLATE AND ROLT TO DIA.x G'H�NGE&2'x 2"x (460 US Ga-Uou Capacity) REMOVABLE DEVICE OR JOINK. 74NO PECES OF FASPIC SHALL BE A MINIMUM,/)OF $2 INCHES, 4, STONE FOR THE RIPRAP MAY SIT PLACED lli�AV14 CAUNUM4 "ASHER, TACK WELD NUT TO BOLT ON 11VANCLE FRAMa SCALE: N.T,S. WATERTIGHT OIL-DEB BY EQUIPMENT Atfll� SHALL BE CONSTRUCTED TO THE FULL: YER TMCKNES3 IN ONE OPERATION AND IN SUCH A PLATED HEX NUT 4 4"x4"x1/4" PLATE PROJECT- D HOOD MANNER AS TO PRV.TNT SEGREGATION OF THE STONE SIZE' E D STONE DIAMEMETER FOR THE RPRAP WASHER LIND RSI E. �2 ACCESS PORT, DWG.# -5/6" HAH. (Tw. LOCATION, APRON 15 d5 4' PROCESSED 3, ALL STEEL BARS AND PLATES SHALL BE 6" OPENING .0, Flr-Y PELM,7DR47 BY WEIGHT Of THE RIPRAP URE SHALL BE SI�ALLER THAN JHE MEDIAN STONE SIZE. GALVANIZED WITH 2.0 OUNCES OF ZINC PER 2 x 211 x IM,ANGLE GATE OUTLET THE LARGEST STCNE SZE W THE OXXTURE SHALL BE 1�5 d§,9- GRAVEL BASE PI I-1/4" DIA., BAR SQUARE FOOT. FPWOE IPE 4" MAX, 4� ALL 5/a" DIAMETER STEEL OARS SHALL BE x a Rsc FENCIING Oun.ET Do La w dso (MI.03.0) �lt 4 WELDED TOGETHER. EACH 5/8" STEEL BAR F_� SECURED TO Ox ANGLE 0 1pa 4 jl/ FRAME & COVER TOP FES 15* 17' 7 8m SUBBASE 4 SHALL ALSO BE WELDED To THE 3/8" STEEL FRAME AT TOP&BOT.Wl OF GRADE OUTLET PIPE e. g. 114�C�dkRRIAGE BOLT HAEL PLATE AND 1-1/4" STEEL BAR AS SHOWN. 14 FES-2 24" 11 2' 4�� 7- in FLARED ENE: SECTJON-/ 6" FOR 12" THROUGH la" CIA. END SECTIONS I (HIDDEN) 01 MAL I (M2.01.7) 9�� FOR 24" THROUGH 30" DA. END SECTIONS DEBRIS 81 SKI 5"MA,SCHEIDULE 8U�q�lt 5" FES-3 12" SECTION - GRADE ADJUSTERS 4 CCLUMN SOLIDS Nc 47 69 1 SIDE VIEW SETTLE ON Su G�ATE HINGE DETAIL 24' FRONT VIEW 80170M FLARED END SECTION STEEL BARRIER MANPROOFIN UTLET PROTECTIOk-FLAT DE 8� L UTAI SNOUT 0 1 L-WATER-DEBRIS SEPARATOR NOT TO SCA Ill NOT TO SCALE -NOTE lollp 1 x8RSC SUMP DEPTH OF 36" MIN. FOR < 5�DIA.x 12-0',SCH EDULE 80 SW�NG LATCH&STOPPLAIE HANDLE FOR 4"0 PVC PIPE OR= 12' DIAM, OUTLET, FOR OUTLETS THIS IS,/,/TO CERTIFY THAT TWENTY'9 20) DAYS HAVE ELAPSED NOT TO SCALE 1, ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER VARIES C-, STEEL PIPE COLUNIN ON ADJ GATE-DETAILS,IBI 8/; FENCNG 7 REMOVABILE >OR� 15", DEPTH � 2�5-3X DIAm, &"C" 17 MIN 15" HIGF QUALITY STRUCTURES SHALL BE AS MANUFACTURED FROM DATE �OF DECISION FILED W1 FLING OF AN APPEAL. NOTE: SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVAL DO�E C.j CONC.FILL I x8 DOG-EARED R.S.C.(KLN FRAME AND TEE W/�,, w BY: BEST MANAGEMENT PRODUCTS, INC. 112"THRU BOLT DRIED)�,Kn'ACH FO PALS I STORNICEPTOR 53 MT. ARCHER RD., LYME, CT 06371 INSTALLATION DETAIL OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION. WITH GALVANIZED DECK 4-1/2X3XI/4'PLATE, / (860) 434-0277, (560) 434-3195 FAX DEIA_IL 0 SCHII:ws� WELIDEDT02'ANGLE TRA�H GUARD INSMT TOLL FREE (800) 504-8008 FOAM GASKET W/ PSA CONTRACTOR TO COORDINATE AND ENSURE THAT APPLICABLE - i x8 DOG-EARED BOUGH DATE: SAWN CEDAR(KILI FRkME rWITH WN PIPE OR (588) 35,�-75B!5 WEB SITE: www,bestmp,com A KING (TRIM TO LENGTH) FEDERAL, STATE, AND LOCAL REQUIREMENTS ARE MET 2x4 TOP RAJ L(PLACE 4-12, f=IN DITCD�-ATTACH TO SEE NOTE 2 OR PRE-APPROVED EQUAL t HORIZONTAL) NOTE& P FVU Fift 2, ALL HOODS SHALL BE CONSTRUCTED OF A GLASS MOUNTING FLANGE IRRESPECTIVE OF PLAN INFORMATION. RNLS WITH GALV.DECK SCREWS -GAP11TYR 1,MOUNT 48"ABOVE TOPOF OUTLET CLEANOUT/VENT PIPE REINFORCED RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR 2x4 MID RAIL(PLACE PAVEMENT, ANCHOR W/ BOLT CD FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS. TOWN CLERK: 2 Zxl/4'ANCLE HORIZCNT�,L) 12' 4"0 OUTLET 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS (SEE DETAIL A) 2.ALHIIN STOP PLATE MTH 1/4"0,AP WING LATC111H. PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS INSTALLATIQN NCiL. ELEVA70N'3',, FRAME,WELDED TYP FBI STOO PLATE SECTIO 4 RISER PIPE DE TAILS CANE BOLT- D POSITION HOOD �xl BOTTOM RAIL(PLACE DRAWN, (SEE CONFIGURATION DETAIL) HORZONTAL) 4. THE SIZE AND POSITION OF THE HOOD SHALL BE 2 x 4 TOP,MID,AND BOTTOM DETAIL"O' RAlS�Nl I x 8 DETERMINED BY OUTLET PIPE SIZE AS PER MANUFACTURER'S SUCH THAT ROUGH SAWN RECOMMENDATION. _,I.,12 D IS A DISTANCE 6WELD COLLAR 4`0 PIPE CEDAR FENCE BOT70M FLANCE APPROVED BY THE TOWN OF NOR ANDOVER PLANNING BOARD ;eel ��o I/Irwon"et HINGE W1 GHEA5E 5� THE 130TTOM OF THE HOOD SHALL EXT ND DOWNWARD A \GA5KET OF 1/2 OUTLET L_`A� 4T DISTAN EQUA TO 1/2 THE OUTLET PIPE DIAMETER WITH A COMPRESSED PIPE DIAMETER PORTION OF ASSESSORS MAP 74 LOT I-B 14 ZERK-DETAl' U PPE,FILLED'Al CONCRETE.TOP J T 60 BETWEEN HOOD (MIN.) BELOW 1-0"DIAMN.CONC. 44 ouw CONC.FILL TO T1 �_1 6 MINIMUM MSTANCE OF 6" FOR PIPES <12" LD, .3 FOCTING TO FROST DEP1 H OF PFE:411 ABONE SL4,B,(7) 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY AND STRUCTURE THE PIPE INVERT. 500 SUTTON STREET DOWN PIPE RISER PIPE DATE DEPTHOFPIPE ELEVATIONB ELEVATION A REQUIRED ROOTNIG�V-61 D�A.X 4-& MINIMUM OF 3" AND A MAXIMUM OF 24" ACCORDING TO (SEE DETAIL B) MINUMUM NORTH ANDOVER, MASSACHUSETTS 01845 3,18HOLE DEEP ** IF FCRIHHU (REMOVABLE) STRUCTURE CONFIGURATICN. DISTANCE FOR !7 a c) 48!'o NEEDED 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS DFTA�L.A PIPES < 12" LD� PREPARED FOR: CDGE OF 2X ANGLE 4' MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOCSE -4- 4'OSCHED 4QFlPE%W�0PEE)MTL MATERIAL, DF REALTY LLC STEEL FRAME 4'x 24"xl/WPLATE BOLTED Q__ IS 6"' CAP ON TOP MAXIWUM U-U'O.C.SET THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE TO FRAME&FENCE DRILL AI`CHOR FILED 1 PARKER STREET, SUITE 2C PIPF IN CONCRETE FOOTWG MIN, LE7SEi H7 2 x ANGLE FRAME CANE co LU STA 7 TO FROST DEPTH(FILL PIPE 8" WALL WITH 3/8' STAINLESS STEEL BOLTS AND HO INLESS BOLT LAWRENCE, MASSACHUSEITS 01843 -RES�STANT GASKET AS SUPPLIED BY MANUFACTURER, PANSION BOLT REST I OIL r- W/CONG.TO 4�-01 ARCIVE FIN,CONIC, CONE (NARROW 24"x 5"CANE BOLT(112 CIA.) 14- 8' INSERT DOME AND TEE HERE (SEEINSTALLATON DETAIL) 978-686-2640 _T=l IN H�Cli WIND LOAD LOCAT IONS) 9, INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH (TEE OPENINGS TO FACE SIDE WALLS) 114'THICK MANUFACTURER SUPPLIED INSTALLATION KITANSTALLATION KIT PLATE FAINTED HOOD SPECIFICATION FOR 314,,D IA.STEEL GUIDES SHALL �NCLUDE; CATCH BASINS AND SOT OF CAINE BOLT ��I�VING LATCH SEQTION THRU CHAMBE A. INSTALLATION INSTRUCTIONS WELDED TO PLATE(1-YP,OF 3) B.PVC ANTI-SIPHON VENT PIPE AND ADAPTER WATER QUALITY STRUCTURES 4 MISC� REVS MAM 7/31/08 'm mmv A miiiiiIiIiii amm"mamomp 44 Stiles Road, Suite One C-3 PLATE V BELOW 30T.OF 81 x 81 THICKENED E�DGE NOTE �EUQN 111RU ELAN YIEW i - = � - Salem, Now Hompshlre 03079 GATE FRAM WOOD GATES C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA DESCRIPTION DATE SCALE a Mom BACKING OIL- DEBRIS HOOD og/OB/00 3 M�SC. REVS KRD 6/3/08 xmmmwm - r � TOP OF PAVEMENT 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE I NONE (603) 893-0720 SPECIFICATION A D 3/4'01A X I"DE:P ELrVATIQ Ix APPLICABLE. D. 3/8" 13TAINLESS STEEL BOLTS N SLEEVE IN PAVEMENT 4'-8' E. ANCHOR SHIELDS INSTALLATION DRAWI�p NqMBER S FOH CANE 8OLT AT US Patent 6126817 _S 2 MISC. REV KRD 12/13/07 ENGINEERS - PLANNERS * SURVEYORS 4 CONCRETE LAB'41#4 2. THE COVER SHOULD BE POSITIONED OVER THE 4"0 CLEANOUT/VENT PIPE AND THE (TYPICAI _WE MHF Design Consultants, Inc. CLOSEC& 9Q'OPFN----/n, CANE BOLT(1 PER G� [a PLAN R EBAR @ 2'-O'Q.C�EACH 4"0 INLET DOWN PIPE. 1 REVS ISSUED FOR FERMflt,' DRAWING NO. I N G KRD 12/7/07 SCALE:AS 0 POSITIONS WAY SHOWN DATE: NOVEMBER 16, 2007 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING SNOUT OIL - WATER DEBRIS I - 2300DET1.DWG WOODEN DUMPSTER ENCLOSURE DETAIL PROP.121 U.S. PATENTS: #4985148, #5498.3,31, #5725760, #5753115, #5849181. No. DESCRIPTION BY DATE DRAWN BY: CHECKED BY: ROJECT NO. 0 SEPARATOR SHEET NO. NOT TO SCALE THCKENED EDGE 14. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) I NOT TO SCALE REVISIONS CHG KRD 230007 8 OF 10 ...... ........ INC 40 0.0 $.o b.a b.o 1i.t , F b', ib, $t $r b•o $,o b.o b_a b.a b,o b.o b.a A BLEND OF POLYETHYLENE AND POLYPROPYLENE, SILICA ARTIFICAL TURF I SAND AND RUBBER GRANULES THAT WILL GIVE YEARS OF TEMPORARY WOOD BLOCKING b.a b,a b,a b.o b.o b.a(,, b.a b.o b.o b.o b.a b.a b.o $,o GRASS-LIKE APPEARANCE AND USE. PLACED IN A PATTERN EACH SIDE TO SUPPORT PIPE Jj 7a.e�" "�t� ba b,t b., b,r b, ,> THAT EMULTATES REAL GRASS, IT IS RESISTANT TO b.r b.i y'`ti b.i b,i b:a $.o $,o b.a b.a b.a b.a UNTIL SLEEVE AND VALVE b,of b.a b., b.i b "' $i x' ' b,i b.i $:i ;s a 111( TEMPERATURE EXTREMES. FIELD TURF HAS BUILT-IN UV PRICK FO CPA,'DE " MANHOLE FRAME AIi'fJ Ci7�FGt b.i b.2 b.2 b,2 b.2 b.3 rry+ a i t1 - E tiSTIt•Wts GyPOLDI;D SI.II 'FA,CE ANCHORAGE SET' FELT qi PROTECTION. VIRTUALLY NO ABRASIVE A tiJt9`&T P^PT - i MAX. 7- ,S tiPi«C IF 1 Eli - �),i F I'41 SLdEC GPACtiE b-o -- " b 2 b,2 b,z, b_i b.i b.o b.a b,o b.o b.o b,o V"' 8°" X 8" RECYCLED `� I11j PLASIC CURBING ✓ '"$.r b.2 $,4 $,4 b,3 b3 b.4 b:4 b.3 b.3 b:5 b.6 b.6 b,s b:5 b.5 b.4 �. r ,terr .c r b.4 b,3r,z fr:r b., b.a b.a b,o 1If A PATENTED MIXTURE OF GRAJ,Et) SILICA SAND AND GROUND y .` \ -Ti I . b,o. b,a b.r ;;. b.a b.a b.o :i;. ..LT,I.E RUBBER:, iNFILL SUPPORTS SYNTHETIC FIBERS LIKE NATURAL .� \, "�,� : ``^. 4 ,...... b.2 b,3 $.a 1,0 1,a 1.0 1.2 ` 1.2 1.a b. -'.> i UNIQUE BLEND TO PROVIDE EARTH HOLDS BLADES OF GRASS. PROVIDES REAL GRASS s 1.3 1.2 1.4 1.0 1,, 1:a ! g - b:'7 b.4 b.3 b,z AMPLE SPACING BETWEEN: PLAYING QUALITIES, NON-COMPAC7ILBE AND RESILIENT _ -.^� ""--FFIAIrIE TO BE SET IN FLJI_L I.ICJP,TAI� ISEO I, Y y b^, b.i b., b:a $.o b:a b.a $.a LOAM' & SEED BLADES OF GRASS, POROUS �� - CHDKE STONE a _ _ ____ - PRECAST TRANSITION T IOht SECTION c�N b.o b.a b.o b,r $.2 $. b.7 TO DRAIN 'RAPIDLY, I I , 1.2 1.4 1.4 1,4 1,s 1.7 1.5 1.4 Ix 1,6 16 1.s 1.8 1.7 1,3.E .a b,7 � 1 I (BLEND OF WASHED -�II PEA STONE AND -fig w OR BARREL SECTION w TH �M b.3 ,b.a b., b., b.r b.o b.a b.o $;a"'f' Ij 4f �I IE#FI}t1t S � _� I NG FELT PERMEABLE STONE PRECAST T TOP SLAB . ALL H s_O LOAD E i.6 .5 .i °S.a 4L 2 (,• ! p a" a° t$ { 8 a° Rsg4 q} upb° 2" DUST) j :.. .3 b.a .a .3 2.a. 1.8 1.6 1.8 ,1,a k b.s b.4 2 • b,i b.t boa ii.a b.o b.a Ii _._ OPEN GRADED BOTTOM C � b. b.a b.o b,r O �� DRAINAGE STONE , H l "O"-'RING GASKET OIL01 9h2' 1.5 1.6 1.4 1. s b b,s b.4 b:. b.z b., $ b,a b.o b:t B B $ ]] �O• �1 , ba b.a 2r.o b.o GEOTEXT11LE , w rtUI3 C E1 -I I :,Y I, t p ri t> ca a c� a -PREFORMED Ft_EX t BUE JOINT i . . A,I.LIIFd�n1 ST4:I'Sfl8i T-8 , C_a43 _ r . TEMPORARY 1,s 1.7 1.i b.a b.7 b.s,,, b.s b. SEALANT P Fit A.S,T.I x rr�-rw ----- -$,o $.a $.i Ya.i ._ _-..�-.�, R^v., II I )) I l I ) WOOD � [ rF f . '' I ✓ - I I- i ( 1 ( - k-I P I-I I 1-I I I-1 I I-� I I-� I-- EWJ!DOE�) PORTION COATED � � _ BLOCKING rt� I gg € {{ ## g'°� ,8' ,'1e' ,rli9•a 1.5 '� �` � -I � � d-� � �i �-� � (�"� 1 �-� � `_`� � ��I � �-I� i--°-I �� ANCHORED IN GROUND BY 1/2„ DIA. P FD PET CAE FdCI4TtY li 1 s t ba, Rr,3' b,t h.r b.o 7i.o b.4 ba X 2" STEEL REBAR 4'-C} O,C. mY1 TI1 I 1"1Jm,dS I't C i O.I , - a--- MULTIPLES' , CJ =1 I I-` CONCRETE COMPACTED SU'BGRADE tJ i F1E,f) Ii �.. ; 1/2" DIA. X 2' 2" X 8" X 1/16" GALVANIZED METAL. PLATE OR POLYP Rt"PYLENE „-� �yY OR B LENGTHS AS REQ y a 2 STORIES . 18.6 GSIF 2. 1,7 1.9 1.s 1.s �.a �.i II 1.7 1.4 1.6 1:a b, b.4 ~� I STEEL REBAR SCREWED INTO ADJOINING PLASTIC CURBING TAPPING VALVE AND SLEEVE RE CALL • ( "@ ARCHtTECTUR�11. P'EAt*15) .--- ___._... .---. 1s i b.a b.a $.a � � ,-tJ" CJhII F,i S O TI f S;"I@"a1"13 E _ Q -,�.�� n b.o t $.r b.z SEE TYP, PIPE CONINFCT I Oht NOT TO SCALE f, ,0 :� 1.7 1.8 1.7 �.a 1.7 1.8 j 1,s 1,7 1°s 1,3 $.7 b,4 b.2 b.t i b:a" qp N TED f1" MIN, -- _^._...._._._ f d6 J'�t7E TA i L THIS SI'tI:,ET .... - _, 1r a . b,a b¢r - b.t $,t $.2 b.3 .,: I ,,, E EVENLY SPACED 3 .:� -_..,� 1.6 1,s 1'o 1,7 1 b.a RODS PER CURB PIECE 1.s 1.4 1.s b.s 5.4 b.2 b., b,i _,_�,_ 1'-D HYDRANT FLANGE AND b'3 b4 1.s " 1.7 ,a �2,5 i I 8I°I1"L C'LEVAT101`1 SA3�F (MIN.) BOLTS TO BE ADJUSTED ib.o b�I 1{ �L2 °�.a 1.8 �.Q - 1i. � � - lI TITLES WITH RISERS AS REQUIRED _1.8_ �.o_it 1� 1,7 1.4 1.5 1as b.4 b,2 b:, b.o b,a b.o b;o $-o'�, BASE SECTION �c CUB DETAIL _ . _ u . .- . b,, b.z b.a b.5 II ` 1. C 1 �.2 1.6 :. t5 1,7 '� AS CISG��N OF H I{SHE I PIPE r8 .�.'_.1"8__-1;7 �•2 "z,s -�•3_---�:2�� 1.s 1.6 1.5 1,4 b,7 b.4 b,2 b.i b., I iI I FIELD AREA: N/A DRAWING INFO:CURBING DETAIL - _ - $.z $.3 �... b 7 n 1 a s 1;6 �. 5,a 16 "°2':3 :. b.a b, _ VALVE _ WITH BOX 3. I=j , II 6 � � � 6 GATE ,a ba ti,� .J `' SCALE:: NOT TO SCALE "2.r .r -1. rI ,i W I NORTHEAST TURF L41 C3 y i" C y 1.s 1.6 b.s b.6 b.3 b.z b,r 2a,, b.o -- _ . ... ___._-' DATE.. G8/t 2/O3 0 C "--•-•.. r II / b,a b.o T12z BROADWAY %~w�� ',gyp: b,2 b•s $:t�' b.� 1.i .s .2, °2.0 1,g �,i �,5 �I I DRAWN BY: RTR SO. PORTLAND, ME. fl4Y06 +„- _ HYDRANT DRAIN �. 1 .a .2 : �1,6 $.3 �. ��2..2 °�,.3 V ;. TH i�r{I' � �"{3. � ��,..� � � �� U �� '`' .44 �1.2 1.8 II 1.6 1.+ 1,0 ba b.4 b.3 6,i b"i b,a ! % It c�a " #a0 b.6 _ .1:0 1 ' .,_ti;.b 1 b,a b.a' i i!OTT 'SL A148 �-ffJ,L, �a OiGI v \0007 C7 6 b.2 a b 3 b.3 " C7 C7 Q} CONCRETE FILL STONE CRUSHED r I 5 4 ,2 2,1 "z.3 i 3 - d ,,�q}/, :.r.:, . I IO1 S F L.I S T'I I z1{4 r C D CJ -BRICK STONE 0* MIN, - - Ir ! it ABOVE HYDRANT N I I '' a.__ R8ED EARTI1 DRAIN b,6 $,s 1.3 1 �.5 �,0 1.7 1,2 b.5 b.s b-a $.2 b.i b.i did' 'S°�i.o b $,ce �t° O TOP �L,�,B. ��� � � � L)I^tD I STU , lI ,� .a °2a '§.z "z,3 b.z `�.z b,a �s+�.4 �,2 1,2 �2,3 �.3 �.4 °z.2 �.t z.4 b.7 2.7 �s" � 1a ;I 1s 1.3 °� b,6 1,0 II - ^- - J, b.o b:o b, ii ( '? �` iI r1iCIiEV31 IS C°,RFA,TP;. - BEARING AREA $,aj t l 2 MIN, COI CLY s I _p �P'A.GTI:D 1.5" MIN. VERY. 1 s 1 .s •"'°502"07'1S"E 68,79' �' 9 2.A' MIN. HOR. ,z .2 t.a ".4 Z.4 t7"'► �1.2 1.5 Z.4 �z,4 z.3 .2 �12 s tz.3 z2 '�a 1,6 1.z $,8 b.5 b.3 b.i b.i b.o b:o {^ ( I CREEIIT D C tAVEL II �jo LLJ b.7 1.3 1° 6 a a1 INf31 a Il $.a b. `t ba ;I i GREENBRIAR GRtaT NI�RIAIt PROP. 6" C.L,D,i.P- y LENGTH VARIES CONCRETE THRUST a.s .7 �., x�.a �L,I b ��• I r1 i t � �.... 4 � t a .2 �,, °z.o �i,r �,z 1.s 1:s � ,' �r?., ;, I'L.A.T LENS :.._ BLOCK .l 1I 'z.o 1.z 5.a 1.5, s b.4 b.2 2r.r b,r $.a b.o b,o b. b. I CEMENT CONCRETE FIAT STONE q �1qfin J' Total Watts = 33€39 r.> 1,3 1.z 1,1 1, sd01 ' .7 .2 3 C �,,„ °�• s s �12 1.7 i (, If j� �i + _a. _ _ _..,,M, THRUST BLOCK PIT 3'-0" DIA. 1,s 1.g a 1.7 1,2 1.� �i :�.. , ; r .. r., - b,7 b,4 b,2 b.t b.a b.a Yr.a b.D b. I df11S � �, ._.� ���. 1' � 2� 5" BELOW HYDRANT DR�N s 1 t 1 s a' e � 1s<-;- - _._,.�::�,��.__.. ,,.. � ,`�' �' ' �` it ..,...,....,...,. ,. � o• "�' ,, ,_.._, ,..� { 3/''4" CRUSHED STONE 502"07 15 E 214.41T.58' - ' � I� L27JO,C0 2 1.5 9;s 1,8 �1,3 1.8 1.7 1,a .4 i,23 1.s 1.s 1.6 1,s 1.3 1.0 1,0 1.4 1.3 1.s 1.i 1.2 b:> b.5 b.a b,, b.t b. ` 1ViM DETAIL a I l 2 5/29/CS S.W.W b.a b.o b.a $. NOT TO SCALE �?m ..__1 2-.....__13:��;�1,3 1:a -:�ti_4 .1s,.�:� s.�....16-:1.z;_- �a_._. L7 _ �,� .,__ b�__...:.�e__. ��a bz,.._ bft �s i 1 11 15 U7 S.W.W a p��p r, �'. ,' .� z~ $.a b.4 $.5 b.s b,7 b,7 b.s -.-- •---_---_�--,-_____ __�.._� .b°� __�?a;..- b.,_f b.a b.o b.o $.o �I � i 1,a 1.0 1,i 1,z 1.3 1.2 1.3 1.z 1.a $.s __-,.:,�, '9C ih"f�" � T1,w� �; I��YI'1,1"'E�I A��,F3 fi°I"Kfd L I I r I IMF 1 ..f ti � j Rev, Date By T ARRts :S IA .' ,:1 ,M. , , .; � L!" 4",at b,s b.s b,5 b,5 b.4 b,s b.s b,4 b,4 b.3 b.2 b.a 5 bs $ RCVIStOI1S t r „ f w" ,.1ftl r ItPa CROSS COUNTRY s b.s b7 $.6 b , " �' STREET - .0_- ,- ,,a 4" LOAM do SEED .7 $.6 b.a bs $s °b.4 b.a b,3 b,2 $.3 b.z b2 b.2 �.z,__ b.a �r.a $.a JDRIVE 4 AIRPORT ENTRANCE --+ I I I I k ITI'` A *TRUCf1 s�OhVC11 'ILL ,vtf_�tlk L ;" fx: :``� �r ;; � We✓r✓'✓�rr.irirrrr RESURFACE AS SPECIFIED � .,.J i � +. .x.aa .. ., ✓✓✓rtr✓sr✓frrr✓t - GGM 1 INDUSTflrile --' � � w.,,.__ 1�N 1 H : L.A.f, "1' f�, Y.I 'I ik °x, 1 .1J',: 1W:M t o a .b a °. GRAVEL ROAD BASE ...:,'G•..-' :S;x,,:. - '__...,_: Ra. ;� 10M AILIWNE RID, P.D,49%.42725 �0"C"An.OW 4W42 �ry , ,,,, '�.1`+ ""1,} ;'. ,'uW..... A'L1r�IE"•, 1 & 9 . , :0 t,s�, : 1q o pp o°9.a,'.c",' ...._eao.m�' AS SPECIFIED tati5tical Area Surn�nary "`Ip (aEa97os a2�o•rAztsEsa7as ema Q � abet Avg Max Min AvgfMin Max/Min I LICiI-IT9Nta PROPOSAL FOR hd f"L AN 100 A f f8r V d I tr f 1J�_i'J " t D Based on the Information provided, all dimensions and lumincire locations shown represent, URB AREA SL!MMARY 2.15 3.0 1.4 1,54 2.14 DF REALTY PPS°V 1 Ofµ (I[ �t I` °# �' ,ap reco ,mended positions. The engineer and/or architect musk determine applicability of the % " layout to existing or future field conditions. 7 �"i,; IC 57 ft D 611"1 1 O6J5 � OWO *ti`rf 3 MINIMUM N. ANDOVER, MA. 11,i:i I I I!` w".L xI.C.I`4 Cd` % �'✓ CfO uminaire Schedule Total Watts This lighting pattern represents illumination levels calculated from laboratory data taken under ° r�' p bol Cat Label Arrangement. Lumens LLF Description SCALE:i"-20' - - > \ 0 ym Y controlled conditions utilizing current industry standard lam ratings In accordance with L�"'����J-'W'G � .M.``._-w�- 9 y p 9 i ( t , f BACKFILL MATERIA' TO BE 3 B SINGLE 12800 0.720 LBWS FT 175 MH F 218 Illuminating Engineering Society approved methods, Actual performance of any manufacturers omtE:,t y5 a5 4t IJ, '� 0 COMPACTED IN 12� LIFTS / / I - SINGLE 23000 0.720 GFM 5 250 MHR F 18' POLE 2" BASE 205 Iumiinaire may vary due to variation in electrical voltage, tolerance in lamps and other variable .I WALL k1 A PIY I. p 00 `0 field conditions. air: S.w.w SHEET lOF 1 1 � a .:•--" s � a a PAVEMENT 10l'P_LV ICI.:t�'�A T 1.0o sAm ,A ° ° � is 24" .It.i7Sxt I°, m .,, � tl !:# tI`r ea.r.ik CROSS COUNTRY STREET 25 1/4 ! f . .., . I1Ct I d."f{ ON is"llrL;r,a11�,rIf 4 LOAM Jc SEED GEOTEXTILE NONWOVEN ,....., .,. . GE E '; ., • r:....,: . :- �, •... .,` �•, 12" MIN rr COMPACTED � 1 1 8 f I I "*.; ,� 2"�-•ui.w ,- ,, r--' ""L;ay FABRIC ENVELOPE WITH 4 :'.::",.•.^ L , SPECIFIED GRAVEL , ,+✓se✓,+rr.r✓,rr✓rir RESURFACE AS .�. .,..w..�, �. . , ,.., .. OVERLAP ,, ..�- , _., __,,..mot.`r ...... a;,. `� '�� r �v,`'w ,.. „ rr rrr✓✓ D ✓ ; ., .., ..., ,~ SUBGRADE ✓ �, mow. . ..... r✓rr✓rr✓ r D NEOPRENE BOOT (PER A.S.T.M, C443) „^ _ ..: 12 MITI. ....b.. . 1 ND BEDDING MATERIAL q t a 0 � INS DE ... ..,. e•:.., ....: JI itt I�J -'__emu�. � / /'r 12" 'MI E L . a. ... o. FACE .. ..•,. .^:",:.. '• . :,. , ,•, N. _ . GRAVEL ROAD BASE NOTE. -" . Oo,..,, . .._ ._ _ OF MANHOLE STAINLESS STEEL CLAMP .Q •:'; '•o'•`�o �.. oao.ba AS SPECIFIED MINIMUM FRAME WEIGHT .....-. .. � 265 LEIS, MATERIAL 7/8 a O�'• ON - ADJUST TO FORMED OPENING------ .._ � �4 ;„M, 1 I hI, CAST IRON -�.. WATER PIPE A5 r RICK do ( 11� fti,I17 , R , Ill G GRADE WITH B SPECIFIED ON PLAN \ 00 ANODIZED ALUMINUM \�° pa MORTAR, MIN, COVER ~ '/� WEIGHT 200 LBa. OR STEEL KOREBANO ____.._. - ._.._ PIPE fa Lj X MATERIAL CAST IRON t1 O S ✓✓� fr/ WITH THE WORD "SEINER" \ , CA'VATE AS REQUIRED WHERE AN "DRAIN" CAST INTO 28 1/2 " HRUST BLOCKS ARE L IN EARTH �✓ CKFIIl MATERIAL TO � R S.M.H. AND D.M.H. 24 pPA. PERFORATED IiV BEDROCK � LOCATED / OIL G E COMPACTED IN IT FO ail. 2. LIFTS RESPECTIVELY. C r,. HDPE PIPE (TYP.) I ( 'a' Y AST r ` HEFTING AS REQUIRED o IRON SHALL CONFORM TO I w' EXPOSED METAL, TO BE r 4 o A.S.T.M. A48. GLASS 30. �; 24" PROTECTED FROM CORROSION ' i1I+1 i "tT LfSEtJ t., `'T1, ' r`, ✓! 4 Ct WITH A BITUMINOUS COATINGOf MA " " NOTE: 26 1/2" AHED STONE II � TE`PIC'AL TRENCH ft-CTIOE % PROVIDE BRICKS FOR MIN... ..._. KQR-N-SEAL BOOT c fir.? `° - " GRADE ADJUSTMENTS tz ,�" �, � � �,1 �`�` �' TER �'' �` SAND BLANKET (MIN. COURSES, MAX MIN. 2 11-'��� 12 VERT.), TYP, SECTION D-D � c w� NOT TO SCALE TYPICAL G �,. CAST SFAT- , " MIN. Iz SIN. 1 ANH L,� E AND COVES � 4,33' F777777' 'PC'AL EEP '`IPE 61" 1 CAN j (CLASS 50B MECHANICAL JOINT) A I �/ IN ILT RATl N TI ENCFI RETAIL I� c Ivor TO SCALE NOTE: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL ITEMS �L'AWtTY SEtM1+ER OR (� / O Op NOT TO SCALE ry , wuH ii Pt Ns pp per" D IN MATERIAL AND APPROVAL OBTAINED PRIOR TO COMMENCEMENT OF O B ptj 15"' RISER W/FRAME & 15"" RISER ppD i CONSTRUCTION. CONTRACTOR TO COORDINATE AND ENSURE THAT MEETING AS RE IJIRE'D-� OVER -TO �aRADE T` P �"`� EET Q © OUTLET, SEE PLAN FOR CERTIFICATIONS:S. APPLICABLE FEDERAL., STATE, AND LOCAL REQUIREMENTS ARE MET BRICKS SHALL BE USED 90' BEND LOCATION IRRESPECTIVE OF PLAN INFORMATION. IN ,,(�� - FOR GRADE ADJUSTMENTS (REDUCER FiTTINO® TYP I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE INAltlrl IN BEDROCK FRAME TO BE SET IN FULL MiN II; " s` i"I ,`° WITH THE RULES AND REGULATIONS' OF THE REGISTER OF DEEDS BED OF MORTAR 2 l u I� 1'I, COURSES MAX 12 I ',Il,I! OF THE COMMONWEALTH OF MASSACHUSEfTS, Cy. S'EC' ICON F I it iI' I; I i°,t APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD SA.NITA, SEWER SER CL FRAMEUNLESS OTH GRATE LOADING TOP SLAB WITH H-20 NOT TO SCALE NOTED IN PLANS. LOADING (CONCENTRIC SEE NOTE PE CONE MAY BE USED WHERE ADEQUATE PI PLAN VIE�+V PERF, HDPE PIPE, DATE COVER Is AVAILABLE) 8"±, GENERAL NOTES: SYSTEM LOCATE SEE PLAN FOR SIZE PLA. � ALL REFERENCES TO SAND, STONE, OR GRAVEL MATERIAL ARE PER ASTM D2321 "'STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF 24" DIA. OR SQUARE--` THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION. FILED OPENING FOR SINGLE 24" 'FOR SINGLE FRAME & GRATE 2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH. ASTM D2321, LATEST EDITION AND THE MANUFACTURER'S 4 " FOR DOUBLE S "x48" DIA. OR PUBLISHED INSTALLATION GUIDELINES, FRAME Bc GRATE SQUARE OPENING FOR cln I 38FRAIE & GRATE DOUBLE FRAME 3, MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED. SEE ASTM D2321. Ir r GRATE DiETAILIS �" 2 "SNOUT" 4. FILTER FABRIC: GEOTEXTILE FABRIC SHALL BE MIRAFI 140N (OR APPROVED EQ.) TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL OIL HOOD INTO THE SELECT BACKFILL MATERIAL. (SEE DETAIL) " CHRISTOPHER FRANCHER, P.L.S. DATE i �'' � �! FOR REGISTRY USE , --5 4 O I.D. � 5. FOUNDATION:. . WHERE THE TRENCH BOTTOM IS UNSTABLE,. THE CONTRACTOR SHALL EXCAVATE. TO A DEPTH REQUIRED BY THE GEOTECHNiCAL ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF F'f?,�TIdN !'�.� ASSESSORS �(AF' 74 .LOT 1-B OPTIONALNCENT IC CONE E TI N THE GEOTECHNICAL ENGINEER" THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. THIS IS TO CERTIFY THAT TWENTY 20 DAYS HAVE ELAPSED m y �� ( � ED NORTH OO BUTTON STREET _ OR H ANDOVER, MASSACHU SETTS 01845 `�� 6, MINIMUM COVER. MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON TRAFFIC APPLICATIONS (GRASS CAR LANDSCAPE AREAS) IS 12 FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. I ' FROM TOP OF PIPE TO GROUND SURFACE. ADDITPONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION, FOR TRAFFIC APPLICATIONS, MINIMUM PREPARED FOR: 4 1�.0 RECAST CONCRETE CATCH BASIN AS COVER IS 12"", LIP TO 36"' DIAMETER' PIPE AND 24`" OF COVER FOR 42" - 60'" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF DF REALTY LLC MANUFCTURED BY SUPERIOR CONCRETE OR FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT, DATE: 1 PARKER STREET, SUITE 2C APPROVED EQUAL. LAWRENCE, MASSACHUSETT 01843 2. CONCRETE; 4,000 (PSI AFTER 28 DAYS. I 4'-0" I,D. FOR 7. DRAINAGE PIPE SHALL BE PERFORATED CORRUGATED HIGH--DENSITY POLYETHYLENE PIPE DUAL WALL,. SMOOTH INTERIOR AS MANUFACTURED Y ADS, 978-686�-- --15 SINGLE CATCH°-"-15� 3. REINFORCING, H-20 LOADING, 4 X 4/4 X 4 2^84-0 W.W.M. SLAB TOP -NO. VS 0 8" O.C. INC., OR APPROVED EQUAL, UNLESS OTHERWISE NOTED ON PLAN. " 4. SHIPLAP JOINTS SEALED W1TH 1 STRIP OF 1" DIA. TOWN CLERK:�,B" HED BUTYL RUBBER SEALANT. S• CONTRACTOR. SHALL CONFIRM SYSTEM PARTS AND OBTAIN SHOP DRAWINGS FROM MANUFACTURER. SUBSTITUTIONS AND SHOP DRAWINGS SHALL BE STONE BEDDING, APPROVED BY THE ENGINEER. C33, STONE SIZE 67 5. EACH CASTING TO HAVE LIFTING HOLES CAST IN. 44 Shies Road, Suits One 6. EACH SECTION TO BE LABELED AS NOTED. � �An WOW A .� '�"""°` Salem, (law Hampshire 0307''9 E�CTIT ON 9. PARTS SPECIFICATIONS SHOWN ARE AS PROVIDED BY ADS, INC., OR APPROVED EQUAL, ANY CHANGES TO THESE SPECIFICATIONS SHALL BE 4 MISC. REVS MAM 7/31/08 � r� _ �� (603) 693-07'20 APPROVED BY DESIGN ENGINEER FOR PERFOTTRMANCE�, �r �^I p� �I �+ w�I 2 MIS . REVS KRD 6/3/'08 �lHF l7esi n Oi}nsUMfCln�S,��nC. ENGINEERS * PL.t1NNER'S • SURVEYORS CALL uBSU °C ACE FILTRATION 1 1 MISC, REVS I RD 12,/13/'07 SCALE: SHOWN DATE: NOVEMBER 16, 2007 DRAWING No. 2300DET2.DWG PRECAST". CONCRETECATCHBASIN HOODSYSTEM NO• DESCRIPTION B`I' DATE DRAWN Y: CHECKED BY: PROJECT NO. SHEEP NO. NOT TO SCALE (SEE PLAN FOR LAYOUT) NOT TO SCALE REVISIONS CHG KRD 230007 9 OF 10 165 _ _ — _ �__-- — — - - 165 165 _ _ _ ___ _. _ __ 165 00 165 00 n IQ sa' r- r7 .- ra { .- "mod 0 .- 11 # p cn ca' I w r; o ## r APPROX. M!i I1 j :n��o t�i°3 ua CL NO � z c, ,�, APPROX. PROP. a _ _II GRADE (I1�F') I , us t S PROPOSED #N NI APPROX. O p if z cn ce uc� co - z z cv u� GRADE G(TYP # u�a STONE '� act T # Nl BLDG. FF-1 G1.30 ' � z GRADE TYP :"114 ©a:uo.-.- na o rIf [N �i I Y 160 e„ NI IN le r ## -'_ _- Xj __ ' z RD-1 & RD-2 �- I ## --- INV.IN 157.08 _ p 0 ®0 INFILTRATION S1' TEM APPROXIMATE. � 24 PER>' PIE DETENTION ca cr` w����� ( ) `_ _..- TYP __ �ui�� �.._. --�"' EXISTING GRAD SE6NE5�81TL 50LF, 1,2"HOPE � BASIN � #(;,�cn 1n 76--1.E 0 00 ,/FF ' 11.Ln 0 �_ -�' _- (TY') PROVIDED S=0.0i0 FTIFT 72SLF, 12~HOPE, S-0.g07 FIr✓F7 a� I -OUT=157.83 �S it CL INSULATION - . a�.__ __ , _ __.�__ _:_ �w ti- _.,. __ __ ___ --�---__ -___.._. _. ._�_�_$31.�F,---1�21fDPE'�.............A,. _',.._�.__ 15�3 15�i B" I•pPDE PIPE �� .._-_ __:�----_� 155 ___._...._..___T.._ ____— � STONE ~ PVCsrl � =oa07 FT FT 53 LF EXIST. 18 D .,,�_... ,. 8" SDR-35 L=51 LF V� 5=0.024 L=110 LF 5=0.02 PROP. 6" _ TOP OF STONE-1 I 5=0,01 WATER LINE 23LF" 15"HDPE NV=154.00 I TOP OF PIPE=158.50 42LF; INV.PIPE=156.50 -~ 5=0.0"4, FT/FT 12'RGP co in I 8" SDR--3 S-1 5 ,0.010 j, BOT OF STONE=156.6{I0 L=250 LF INV.-154.05 - AFT s=0.01 _ _ _ _ _ _. .. _ - --- _ - ._ J _ - 150 150 _..______ _ ry_ n._._ __---I- ---.�.� 150 150 - ..� _ _ -_ 1`50 3OLF" 24'"HDPE 6 s-0.00a �r 8" SDR-35 (4FT SUMP)—^ (4FT SUMP) L-205 LF S-0.01 24LF, 12'HDPE CN #� Y ? va cca co - ra c C ua cn u7 1 cK� a cCi oa cp ca pa S=0.010 FT/FT �'. LO LO •L61 oC) Csi �a� cea rx3 Ln � � 1n 1n to � u0 r "_ '- '_ '_ 14 T 1 i 145 0+00 1+00 2+00 3+00 4+00 a+aa 1 +aa 2�-aa �+aa 4+a0 �+a0 6+aa 1+aa SEWER PROFILE DRAINAGE A PROFILE DRAINAGE PROFILE SCALE: 1""=40' HORIZ. SCALE: 1""=40' HORIZ. SCALE: 1'"=40' HORIZ. 1'0- 4' VERT. 1 "•= 4' VERT. 1~= 4' VERT. � ... _I/2 12~ OF 1--1/2-0 STONE 1 CAST CLEANOUT RING AND COVER CR05S COUNTRY STREET .11 A FEE �E1� A I ~ 4" LOAM & SEE. L _J 1l..W-J0# i 18x18 CONCRETE .,,. BLOCK "' RESURFACE AS e7 ROOF LEADER. SEE ' `rrrrrr�rrr< `. L� FF=181.30 4'-•0 � srwrrrrr✓�,ry SAECIFIEq NYLOPLAST CLEAN OUT END ARCHITECTURAL PLANS J=EAS ROAqe .... _ - � }{ ----INDUSTRIAL GRADE GAP. ADJUST GRADE 0110 FOR DETAIL SPECIFIED ; it) SLOPE I"/FT -SLOPE ~�'FT r rr fih- C r ° U . q INDUSTRIAL GRADE z,_ EDGING { 4 r'�� POLYETHYL.ENE POLYETHYLENE FINISHED GRADE t BUILDING \ ;w#tNl�,u#4 { � OD 11 c., FACE .❑ .. � EDGING , `-'� �: PA FILL WEEDBLOCK LANDSCAPE PLUG ._. - WEEDBL0CK LANDSCAPE 1 GAL (THREADED) FABRIC. TYPICAL R � °� � ETERIAL TO Ia` � " FABRIC. T'�fPl (T ) 12" OF 1~-1/'2" STONE DOWNSPOUT ADAPTE1, FRA# E ANI7 CRATE CgMPACTEp �r,F, PL—�—N SHALL BE RATED a _ _ 12 LIFTS I _ a 6" DIA. PERFORATED HDPE VARIES, SEE PLANS 45' BEND ° o [IB N - r __-------- ( Ft7R H 2t? L0�i9NG PIPE SLOPED TO DRAIN. ', � tN SHALL BE SATED r`x GASKETED REDUCER 45' WYE SNAP CONNECTION a NKET BICYCLE SAFE_ u a. 2. FRAME AND GRATE i 4 AROUND w/"FILTER INFABRIC 9 PERFORATED S" HDPE DRAIN. SEE PLAN 90' BEND 1 M 12 M 24::' 3. NEENAH R-4810-C a y " EXISTING ___,--_______, , f UNDERDRAIN ALIGNMENT DRAINAGE 0 fSTONF DING OR EGILIAL. # FOUNDATION E PLANS �'- i PIPE AS MEOe FREE DF'AINING VARIES, SE � is - fNEF'ILAN Q C1:. 0 O � 34�1��� � '� ��^ gg"� BAGKnLL r i � , PERFORATED AS EETiNG I3; 22" •�� ��yy� ,��^^� TRENCH UNDERDRAIN % t " REA191RED 1 - . DRIP' ��1`�E i'�E����ItE 6 ADS PIPE (T1'P) IN EARTFB FN.BEpk��DCK• NOT TO SCALE01, SOLID WALL SDR35 DRAIN " m TO CATCH BASIN. SEE PLANS _r ROOF DRAIN DETAIL 'KITH ICLEA�'OU TYPICAL TRENCH SECTION NOT TO SCALE FOR STOR 11 DRAIN � �1 TIa�I A r ICAL SURFACEDEN NOT TO SCA( COLLECTION DETAIL ran •pp GRATE NOT TO SCALE C8 FRAME GRATE NOT TO SCALE THIS IS TO CERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. DATE:. TOWN CLERK: APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD DATE c� FILED Nc1.a7 00 % £` P I � cJ % �. DETAILS-3 : APHICI SCALE W 10 0 5 10 � 20 40 r �r' 11ne FOR REGISTRY U E 1: PORTION OF ASSESSORS MAP 74 LOT I-S e� a_ 40 D 40 160 500 SUTTON STREET 0) ( IN F ,� NORTH ANDOVER, MASSACHUSE17S 01845 L inch - 'i".( T.) PREPARED FOR: 1 inch = FT.(HORZ.) DF REALTY LLC 1 PARKER STREET, SUITE 2C j LAWRENCE, MASSACHUSETTS .01843 078-686-2640 41 131 ca AN �■r r srr.r..r..rr 44 Stiles Road, Suite One r.r - Salem, New Hampshire 03079 j 3 aC7D I IH- TO DRAINAGE II IAGE PROFILE KRD 9 f 12/'4}.8 (603) 893�i3720 2 MISC. REVS K-RD 8 C} CY8 ENGINEERS• PLANNERS • SURVEYORS ;�. / / MIHF Design Consultants, Inc. 1MISC. REFS MAM 7 31 ,r08 SCALE: AS SHOWN DATE: JUNE 3, 2008 DRAWING N0. ✓ 2300SP3,DWG NO. DESCRIPTION BY DATE DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. Q REVISIONS CHC KRD 230007 10 OF 10 I � H± f B. GOBA cc ASSOCIATES P.C. ARCHITECTS SMITE T-41 92 HIGH STREET MEDFORD, MA 02155 (781 ) 395-2.82.7 REVISIONS I I 1 i n 28,-0, 28'_0" 28'-10# 1 28'-20 ; 5° M A Y 12, 2008 Ail o— — I I '[} i I I I 1 t d I 4 I I 0 � g U) Q a s ID o B 9 CANOPY ABOVE r PLAYROOM # I r-------I CRUSHED STONE t;_—_—_.�_i i I s--------Fo� 1 y A I I f i .AE�T r—.. 11 17R 1 AIVak 3._.kL—J�6'1 f F< ^ F RESTING r HOLDING CORRIDOR = � i � _._ 1_.. ....� � ( ml��� E " ! I _ I..._ SPRINKLER ELECTRIC ROOM POOL EQUIP, ROOM w 1 I , I 1 p f i i STAIR 3 HOLDING R❑❑M POOL RBI❑M j tEu 48'-0' 42 —0� 1 0 E LIEN' �} n SL❑PE —SLOPEC) CL PLAYROOM # r____ POOL 0 CL � — T_ TEMP, �— P❑LDIN RECEPTION DESK ; C 7 N. . ELE`J, MECH. L s I -1 ❑M1EN'S e � t u-a CD W W j 4 < -C --- W W W LOBBY t STAIR P ' '° Y @ ! STAIR 1 6 e _..,,.... .. 1---------- f Hill III ! � i Y pp II UP � � j i , i I UP / — 8 ESTIBULE �_ a CR HED ST❑NE ? _—� �8 0 it n I i I tx cu GRC7CIMING /' .ASHR:UUM t ', TRAINING ROOM cu I I II ; DATE PLOTTED: , 1 itY 1 ' Jeq�J. 29, 2008 I t 3 I p d I I I III LIJ v W Lw �L I W � FIRST FLOOR ROAN ,+ ar 1 t �rr... 0 ✓/ 0 T Q LL DO 0 2005 8, noba & Associates, RC, i j . �1 Hf t �r 9 B. GOB11 �X ASSOCIATES P.C. ARCHITECTS SUITE T-41 92 HIGH STREET MEDORD, MA 02155 (781 ) 395-2827 9 REVISIONS 2 3'-0' 28'-0' �' MAY � 12, 2008..... 5 i d m i i i 1 i I 1 ----------- ---------------------- --------------------- KITCHEN LOUNGE n i I i p � i 4 i i f i i k I d Ili 1 i STORAGE STORAGE j '-4" 30'-2" 40'—p" E w E , REST J HOLDING ROOM C k 9 � W i d 2e'—per 9 3 CD S I 3 PLAYROOM ## 5Ln Q (y) -- _ 1 — 1 PLAYROOM ## 3 d PLAYROOM ## 6 —L A d I d �C LAUNDRY I W BAN, i Vj U 34'-7" S a z z H 43'-1' d l x DN DN f I r i i Fil HALL STAIR 2 ; STAIR 1 d { d i 8'-0' co p �,a PLAYROOM ## ❑FFICE SMALL DOGS a I a i ru „ ci cu 0 --__ ___—_—__._—.—_. ._._.___ ---- _.__ ____.__....._ d � 6 i DATE PLOTTED: I I , 110 I ,JAN. 29, 2008 i p i m i d SECOND FLOOR PLAN 0 8" V, 0" M s CD rn 0 it z Li 00 u� J a 10 2005 B. Gobc & Associates, P.C. 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