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HomeMy WebLinkAbout2011-10-18 Recorded Definitive Subdivision Plans W l 5,q LEG NOTES S.B. 0 EXISTING STONE BOUND SILTATION FEI"CE 1. OWNER OF RECORD AT Td�'E' OF APPL1CATla�l�1 /S 2;�09 SALEh�1 STREET PBALT'� TRUST,S.B.. ■ STONE BOUND TO BE SET M.D.P.' '. MASSACHUSE�S DEI�"ART 'ENT OF PUBLIC WORKS D.H. @ EXISTING DRILL HOLE (A/K/A MASS\CHUSETTS HIGHWAY DEPARTMENT) 66 GILCREST ROAD, LONDONDERRY; NEW HAMPSHIRE 030. 3. D.H. 0 DRILL HOLE TO BE SET E.N.D.R.D. ESSEX NORTH DISTRICT REGISTRY OF DEEDS 2. ZONING DISTRICT IS R-2 WHICH "'REQUIRES 150' FRONTAGE, 43,560 S.F. LOT N/F NOW OR FORMERLY D.M.H.( EXISTING DRAII MANHOLE SALpwm wo ijZ!), AREA PER LOT REQUIRED SETBACKS ARE FRONT 30s SIDE JO' AND REAR 30' -- -- ---112 EXISTING ELEVATION CONTOUR C.B. ❑ EXISTING CAT(H BASIN 3. SEE TOWN OF NORTH ANDOVER TAX MAP 108A, LOT #2 FOR THIS .SITE. SEE E:N.D.R.D. PLAIN #769 PROPOSED ELEVATION CONTOUR D.M-H.0 PROPOSED DR°VN MANHOLE AND DEED BOOK , 1956 PACE 72. 112x9 EXISTING SPOT ELEVATION C.B. E PROPOSED CA-CH BASIN 4, SEE PLAN BY CL IN TO'N GOOD WI N, SURVEYOR; DATED JUL Y 1975 FOR PROPERTY LINES OF THIS SITE. 112x9 F.G. PROPOSED SPOT ELEVATION GV GAS GATE A SINGLE FA IL Y S�.1.,DI VISION PROP. PROPOSED WG WATER GATE 5. TOPOGRAPHY FROM AN ACTUAL FIELD SURVEY; DATUM BASE U.S G.S. M.S.L. (N.G. V:D.). F.G, FINISH GRADE H.W. HEADWALL RESOURCE AREA ALONG SALEM"STREET FIELD DELINEATED BY WEST ENVIRONMENTAL CO. IN 2004, R.C.P. REINFORCED CONCRETE PIPE INV. INVERT 122 MAST RD. --SUITE #6 LEE, lid, 03824, FIELD SURVEYED BY MERRIMACK ENGINEERING ,SERVICES INC.. C.M.P. CORRUGATED METAL PIPE GAR, GARAGE LOCATED IN WETLANDS ON SITE FIELD DELIN,ATEO IN MAY 2011 BY NORSE ENVIRONMENTAL SERVICES, TYNSBORO, FIELD SURVEYED JUNE, 2011 B)41 MERRIMACK ENGINEERING :SERVICES. THIS SITE IS NOT LOCATED IN THE C.L.D.I. CEMENT LINED DUCTILE IRON S/W SIDEWALK ESTABLISHED 100 YEAR FLOOD 'LAIN PER FE A COMMUNITY PANEL #250098 0012 C DATED DUNE 2, 1993 D DRAIN PIPELINE U.O.N. UNLESS OTHE 'I'SE NOTED E ELECTRIC LINE FES FLARED END FP SECTION MASSAi" TTUSEr"MC—V6. INSTALLATION PLANS FOR UNDERGROUND GAS, ELECTRICITY, TELEPHONE, T TELEPHONE LINE cD cDcDc> EXISTING STON__ WALL NOtf.1 17 ANDON VER, un 1 I AD AND CABLE TELEVISION UTILITIE ' SHALT. BE PREPARED BY THE APPROPRIATE RD ROOF DRAIN MIN, MINIMUM UTILITY COMPANY AND SUBMIT-tD TO THE NORTH ANDOVER W.F.D. WOOD FRAME )WELLING DEPARTMENT OF PUBLIC WORKS PRIOR TO INSTALLATION. CEM. CONC. CEMENT CONCRETE W WWATERMAINCIV) BIT. CONC. BITUMINOUS CONCRETE 7 TOTAL PARCEL AREA=441,21 :F =10. 129 AC. ,r�,� WV'ETLANDS LILAC (EDGE) RIGHT—OF— WAY AREA'--38, 661 S:F, =0.842 AC. GRAN. GRANITE TOTAL LOT AREA =404,600 S.F. -9.288 AC. .� A-4"� WETLANDS FIEID FLAG (TYP,) TYPICAL DEVELOPER: TF TOTAL FRONTAGE GUARDRAIL 8. DEEDS FROM THE OWNER OF THE SUBDIVISION SHALL RESERVE THE FEE IN ALL STREETS C.F. CELLAR FLOOR ELEVATION EDGE OF WOOD°S OR WAYS SHOWN ON THE SUBDIVISION PLAN, SUCH FEE TO BE RETAINED BY THE DEVELOPER 2009 R RADIUS STREET US UNTIL CONVEYED TO THE HOIt�fE0JWNERS ASSOCIATION. WS WATER SERVIC= L LENGTH T—8 66 GILCRESST ROAD 9. SEE LOCUS MAP FOR STARTING BENCHMARK: SANITARY .SEWER MANHOLE INVERT OPPOSITE DEEP OBSER VJION HOLE L,ONDCC NDERRY, NEW HA PS`HIRE 0,3053 PUMP STATION WETWELL ON C�14�PBELL ROAD A T SALEM STREET; EL.=89.26 N.G. V.D. 1929 DATUM. 3: 1 SLOPE AREA W WIDE 10, TEMPORARY GROUND COVER A f°J0 f r9R EROSION/SI L TA TIC'N cON TIC C7L SHALL BE ESTABLISHED ON A N Y 4: 1 SLOPE AREA L LONG U UNBUIL T LOTS AS REQUIRED 6Y THE BOARD. WA Y NO ' A PBL ROA CUF CUBIC FEET FND FOUND (PRI VA rP E WQV WATER QUALITY VOLUME WI D WIDTH 71. NO .SOILS ARE INTENDED TO BE EXPORTED FROM SITE APPROXIMA TEL Y 2000 YDS. OF SOILS SHALL BE IMPORTED AND USED FOR BACKFILL AROUND THE PROPOSED DWELLINGS, THE SEPTIC AC ACRES HANDICAP R,A,,77, SYSTEMS AND FOR THE DRIVEWAY SUBGRADE. S.F. SQUARE FEET TOT TOTAL FRONTAGE — — UD — -- PERFORATED A� dDERDRAIN DESIGNER: CL CLASS ' OCS OUTLET CONTROL STRUCTURE EROSION CON'T L BARRIER MERRIMACKI — UD SOLID UNDERDRAIN (12 DIA. COMP"IST FILTER SOCK) 66 .PARR STREET ANDOVER, MASSACHUSETTS° 01810 I.S.D, INTERSECTION SIGHT DISTANCE �AOFb 6. t� VLADIMIRL � n .. 3�E�9wiii '9t �C . CIVIL STEPHEN I, R.L.S. `�LADIMIR ENOK, P.E. Q �' irr�irill ,+ wwrrrrryrr�U1Hy�xrlGpO/l/� ^' L9aE_X s 00, 1 TITLE SHEET ;1A LIT ' 2 PROPERTY LINE PLAN LOT 1 � , 3 EXISTING CONDITIONS PLAN Q --- "` 4 DRAINAGE, GRADING AND UTILITIES PLAN I T . 5 DETAILS LET 2 6 CONDITIONS OF APPRCJVAL,/WAIVER REQUESTS BENCHMARK SEE NOTE 9 THIS SHEET - LOCUS " KEY MAP SCALE:' 1 "=600' SCALE: 1"=200' i I i i FOR REGISTRY USE SEE NORTH ANDOVER SUBDIVISION PLANNING BOARD APPROVED BY THE TOWN OF CLERK OF THE "I HEREBY CERTIFY THAT THIS ,LAN WAS SALEM WOODS APPROVAL DECISION (9 PAGES) DATED OCTOBER 18, 2011 NZ; ANDD � ER PLANNING' BOARD. TO WN OF NO. A NDO VER, HEREBY CERTIFY THAT THE PREPARED UNDER MY DIRECT S UPE` VISION, AND � , AND ,RECORDED HEREWI TH. NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING THAT THIS PLAN CONFORMS TO THE ROLES AND DEVELOPER: f BOARD HAS BEEN RECEI VED AND RECORDED A T THIS REGULA TIONS OF THE REGISTR Y OF,DEEDS`. 1�rn N�of � DATE OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED ALL SURVEYING CONFORMS TO THE TECHNICAL ��� � �++��� TRUST DURING THE TWENTY DAYS NEXT AFTER ,SUCH RECEIPT STANDARDS FOR PROPERTY SURVEYS OF THE 66 GILCREAST ROAD—LONDONDERRY, NH 03053 „1 '"IL AND RECORDING OF SAID NOTICE. AMEI ICAN CONGRESS ON SURVEYING AND MAPPING. " OWNER: SALEM STREET REALTY TRUST At wary 66 DILCREAST ROAD LONDONDERRY, NH 03053 PLAN NO.—fa5wti � `° „`% ` .� - SCALE. AS NOTED " DATE: JULY 13, 2011 O 1 TOWN CLERK RED'.: OCTOBER 14, 2011 FILED STEPH I, R.L.S. MERRIMACK ENGINEERING SERVICES I� rsr ` 66 PARK STREET HEARING 1ANDOVER. MASSACHU.SETTS 01810 TITLE SHEET SHEET 1 OF 6 fi "I", 1, I 1, I, ) 6��.. q ___3 r wil .�C i , RA ' � � IVY E*051 of Book Ai Z_L11.��-_��fr__)_� �_-.��3',Q�R�.IN_1t_*-I,�i L�I� --,j-l�,t",T—P_ii'<-,4L-_:.,,N:I__LO;I_N",-�jO�"2��O-.,_'7d_1 Ao L_4c_5-4'-,j.5�_G D�,2 rt;u2e,?�L,;''M-��.�"L9(��I,3i\(L���Sfi�L Z�,;,,�11� �' _� Roo6 dmomfll� m CURVE_ NUMBER RADIUS LENGTH DELTA TANGENT 1, IRON RODS OR DRILL HOLES TO BE SET AT ALL LOT CORNERS �""`"� Z z`Z ° NOT OTHERWISE ONUMEN TED OR SHOWN TO BE MONUMEN TED. ��� �,�� n 0 0 x ..� _ C1 C .60 15.71O 00 00 10.00 'off +, 1 (), q,, ' ONE DISTRICT- R. ('') , ;,CA , , ,'N' :, ��jy, ''"�., 4 i' r� C2 60� 00 60.66 57°55 28 33,21 L_� J. .SEE SHEET 1 EC�R REFERENCE DEEDS �'c BEN�`HIvJAR.�C DA TA- '��' ' ��'�� I C3 4C .00t 4 .59' 71 °02'1 D°' 28.55' SEE E.N.D.R.D. Bk. 10 AG. 72 FOR /TE DEED. �? ,r � r Attest, 4. THERE AREA NO PLANNING BOARD OR ZONING BOARD � .- r ���1� I_N 6\-'_�� _�j E�� .,i�t�I C4 I 100,00' 55.23' 31 .38'43fa 28.34' ' I, _ ''r _.._ ._- G'O K"ENANTS AFFECTING THIS SITE " +' LAO ALL__ e Iswr cola 5 25.CCf 23.55' S3°58''OSff 12.73' '` /"/y `AJ1 5Q C Q � z lorm ? FO R C6 60.00 301 .52 287 56 10 43.64 5" ry y'�, CA CUT E �a ` " C7 25.00 23,5'5' 5758'05'r 12.73' '' 1�� Grp` F ; 5$$' D \ LT., I 11 FOR REGISTRY USE 4 - / „'S .r ", ,�.,, ...�_-�. C8 150.00' 82.8'S' 31 °38''43" 42.51' ✓ ..-- ` .� Ulf ...u, ` 1 THIS IS TO CERTIFY THAT TWENTY20 DAYS .� HAVE ELAPSED FROM DATE OF DECISION FILED , WITHOUT FILING OF AN APPEAL. `-' r- /,��' , ! -hy �m .,ems 00 m — ''. , , "� t + C f - - I I S � .� DATE '" �' 0 `° % r.. nY r I Yam. �w�y , dR * I" l V' Y w �f li I 11 AREA=54 —� l ;0 1. '' TOWN CLERk , ' .- '` 'n �� 1 .2fi AC. 0 f �44q , A ek ,1..;_.. .. CAA- ,soa 5.F. I -' I , I � ' a , ` ; Q,a APPROVED BY THE TOWN OF Q�§: ba i ` ,-� _�. NNING BOARD 4::_ .= % "� �n +, 0S/tNORTH ANDOVER PLA I" � ^ ' L= 5a.I� '� 1 , __— --"" '� , �k `. L�I�LL��"",,,�'I,'L�............../ V::,,�..� (�:"1�a/�'::::c I,'LI� ::[.� I/6�l.I,,""",""",""",, _1,�_/ / \\\ J' p3,: �:,,,y' a` " cD,`j / �',� '" " I 9 kdar, {�y� A T LIB=- � �` E:_:19 .7'D' t V a ti.. 3 ''! ID AT SETS► C C �''� 2 A.?'�' - ' � Q i wt "" CCNSERVATIQN i 'C / ,� --' RESTRICTIC� I / f _ y FI LED �, ti- . 9 ,r_ �w SIGN T� BE SETS' t . `312 AID / 1 �!� ' 1 �.. ., / // _ HEARING ; �/' f c� ^, '' /� . 4 - r C�JNSERVATION .�; '' , ESTRICTION P 1'^ CaNSERVAT►ON BOUND TO BE SET �". , R m I. ,,,,, T E SE . SIGN O B T ' "r ,,;, to R ,,, COHSE NATION RESTRICTION I N TO B n S G E SET ,� i c „- �� ,� _ _ . .,:.. � �R RED CONSERVATION RESTRICTION AREA �. ', ;. / -� ! ,� / �s ' �, / %, 01 ��. IJ " "yam j✓ It � .-S� f '°' - SET BOUND 1 ± ABOVE ', /� :. NATURAL GROUND , , . .. � ..:, '. :, 6 r l ;J ". 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CONCRETE BOURJ a D . , ' . r , .' ,/ w. , . 4 t/a ,L�I:�L1.�"I:���i,_".��',�'�,,.f���::�:L�' � ' w I \\ ' ' ?` M" . , 'i� " �/�I,,,,I n�y.�,,, I COMPACT EARTH EVERY \ y^�,�]' ,.: ', A FOOT OR LESS 611 .e ,', tt s, ' � u ;:";r of ". !� �yyj gJ� �} { , Q 6 s, / ° C �;; ,E + __ . , ,h �. . t , ,. 1�� I }p�� .rr��y, ,: : NOTE . ` , .., I F B I OIND SIN A REMOTE AREA IT SHOULD INC' U E ry� c L D ' ANIONRODT O ALLOW USE OF METAL DETECTOR "�'. AU H !' I; �:_ ,.. F N� 1'4i .1 � G k T T . .a: �;, N.T.S. �, t r h, �,. T— " ' J / 0 ;:; :" .= tH WOODS _: FN� .. w.. �.— A Ifl lT , _ ► iDM+ R THIS PLAN C E R �, 09 Oil O MS TO THE RULES AND , .. _. 34 , "„ .�- a 3+ s' . __ —, REGULATIONS CE THE REGISTRY OF DEEDS DEVELOPER. ' .. '; .---` r': , 1/T I� % , — 9L o ;r " 66 CILCREAST ROAD—LONDON'DER'RY NH 03053 " ., 4. 50 Q , ,. O OWNER . ,.. :. . + . . �— ,,�. , . ; , , , . 4. ' €vt + -� 66 GfLCREAST ECD IdNDCIWDERIY, NH 03053 ec , r ,( 'S r w1A SCALE: 1 =40-•, y, P .0 �, 0 40 80 a _. _ . _ . r'' ..,._:. x; 1 o 1 ULY 13', 2011 138. ._ _. .w:,_ 1 �.\C 0/`14,�1 DATE• J 41 50 16 ltll `- . , i REV.. OCTtBER 14, 2011 "'""` O*53 16 _ .L.S. DATE I�A'ERRIMACK ENGINEERING SERACES t7Y STEPHEN E. ST 3I N F I F 66' PARS STREET '' A D R. MASSACHUSETTS 01 ' , NEW ENGLANb RUTH RI�CHARD SHEET � OF 6 PROPERTY LINE PLAN Pf�WE1� COMPANY 77. B. -W. AS DELINEATED BY X x 9p.83 'V' NbRSE ENVIRONMENTAL ,06.38x x 38 DI f1 SERVICE ON 10/13/11 IRS / 06.p2 - 1 TOP OF BANK 'RIVERFRONr (� 3 123 AS DEUNEATED 'BY 1p2✓ s NORSE ENVIRONMENTAL SERVICE ON 10/13/11 A , r BENCHMARK 1 / 1 )x � �� - �1� .s 1 D2 o click �!► BOTTOM WEST CORNER 4 �` C I C � a i \ X ips. � tea. a� t�Fz OF STEP` ELEVATON 127.94 126.05'24, 21 X; �, ' f p9., S 1 x 101.05 U '1r.:1N 32. 1 x ,z6.31 1_ ab t 0",`� �r x 103�7 a F3 � got- , 0 A t; e 3 - 13.4 / x tp7�b'� �-� f D3 �' ., x 14.4 a09: a " p 9p.53J' ���yy� r ... ., x,3 3 x x, X -- 1p5,1B fU 99. x 2 s \ y 126.98 / _t \ �✓ ` , ._... "I X 1,�6.27 �}, 1 VG 1_� -. N '0t �,„. 1 �.. Ike r�1 ~` _ d 0.4 a \ - x 132. 1291 / " �✓ ,,,��, �,,,,..- `� p a24: � � �. 09. D4 RF4 ;"'`p y�� 0 ` q��r�w a ' @ x 135.23 x 74 { X y y c T a CA Fo l"`x M E 144.08 A L i''�+tl l - .-..... ..,,..,, X 13$' {y. 2'�4..�:t+4."�8 ....-1, Rr24.5 (; } }� .99 x 1 4s X 99 ..r'"�p$^`';�.,.�fj§„7 pT�y p '0 F ti i4&2N /` x 127.149 1 S ? 12 $ 1 Obi 40.2�k x L , nf9 P"i x 149.53 N it , ys, ,� i � ✓�- NE ,3892 I x13 k+ y x xfA 4. 21 x'95d. : �' - ,59:91' 4 x i36.,7 k ki{t+��r 6 1.72 \+ 1 6 t1 6� '3C DO, 98. 'ID5 x F'S FOR REGISTRY USE IN y L 1 i 5Rcp` \ x x 13845 T 12 x 12a. ! 1 r 1 tpi. D N1 - ._ ...._._._. 'q +, �H x 147.78 q .72 N } ti,- 1p6:52 D6 t y -/ t x 10.51 / f �` 2: I + t06.2 y49.63 fhl 90.40 1 129. ■®X 15p.29 f 4 ,+ y. i s I 1 . x 1A1"03 ( x I 22 I x 13 .s2 / } 2 ;, R C �• s0.six qq D7 RF7 THIS IS TO CERTIFY THAT TWENTY (20) DAYS Xi49.36' - 1 N xi 41, '3057 - q � ' ."`^. tas GY I �/' X.i 39hj9 f` ( HAVE ELAPSED FROM DATE OF DECISION FILED / _ _- X 150.95 J ( y .. $444 - , r , 125. 42 x i ,a -13 ► BENCHMARK x,53.32 �•. ..„.,. x 146. 7 1#$.13 ,;, ,21r .29' -`-, x is 'S # \ ( 17 13 X1p1.4 ! CENTER 144..34 x " ' ( ti " f' t > 26 oi. ► CATCHBASIN WITHOUT FILING OF AN APPEAL. f ) f �, xIl I � V4 ll �� � x� � .� �` � � �,2 '� � � � 1 `` J 0. 5 1 x 153. x 1 3 I Yydi52.4RY \ ,4p.6 t "" - y A � � � 00 �0e1 x RAM 98.27 I x \ f x ! T tt S W 90.52 x, 97 1 y „w / / / 27.81 Y28,84 12.p, 4 1 x h561 v // 12 a4 18.71C1f,CJ.S, a. x.i ` . 1s3.63 1 P 127. y' ,' 1 '., X DATE x 1 4 p t '� .F ,' x,46.67 ' 0 a 12 �, 4 `` 99- +� -` \ x /' w- / ,� 48.08 ° 1h �a �C -1x 124.3p l � ` 1 .. � M : �. A1� LOI"AMON s .+ $ C /°> 127: 1, 2. J, 4 x i 100 YEAR FL LAIN / y g ✓ �✓ 43s5 x 671 Via. V y �ro (F�VATION VARIES) f f'f ✓" `' .v�„^.'"~ .r"`k'- -."',s...; 'P.r" .. ........ ' p `�, ;~ ,' ' ti^� \ 1 y h 1 h.. Gb y 2'4 �'" f C '� � „� k�`�1 p4_ R9� k' .. d 1 TOWN CLERK, r °,�, \ „� � � r ,y � \ r y � ,28. '6 1 7 � �'� x 9p.19 X a �°� `� '�+r \. 'wry - y+, t - ` -=.. .G,..�:. ; \ ,,,� •r' X, 1 44 \x3,4s.44 '� 1 6 1 �My X i z4 --•:, X s f31' I e+s 9�? T ! '�' ... �" .. 9 d pit Pik �,„ ` \ x 1 a7",� e r x\? '° 2 . 4. ^ 0 �9 L } a ' • 1 im t� s1- 6 \ x 142. \ \ 1 t/ ray _ > ' 20 iT X 140�s `�� -.._ .".� \ V; 1 24.f'�y .*/ Pyy-'i".1'f , EXVT. �. 1 1 �lq 9 }, a x {�14. 6 l 1 .92 9 4a , / Lt \ 1 t ti 99. > 14A ' >✓48, 4 I ✓ X 144_52 Y 1 4 127. X' / \ X 9p.a2 �, k� r q ry SS 137.$3 I 4f / s - } I Ifti 1 1lsr 12 .1 \ \ y xtit12.2 12 U) 4 1 1 12' X 124,72 x, 24 +�. APPROVED BY THE TOWN OF 13 / \ ,�fi( N .' [4i.87 / x i$7.5i I C X 145.42 ,- 1 x 17.3,E p 1 ti r 4 co �, z z 3.5i f / x 1YS.04 r NORTH ANDOVER PLANNING BOARD 35.44 \ \ f 139.46 k � e 25` / / 1 1 w `\ II� Y t 0 �� 4-0 `� ✓ x 146.0J3 1 ✓ m y 3 f L "�M 1rz3.93 x tz7J , // f / 1, I I , 99. r Q p / � 37.3 8 �• F ( �/' � I 1 � / � � x 1{"f � t � �22.55 � I \ 4 1 N ,8 ✓ f,3ro. 2 1 3 9 / f x 139.02 X i 3.76 / I x 140.93 x 1 .5 2 fl t M1 ,-x11222.28 x,2�,.p1 / f A / N ~ x 4 d f f > J # i 91 I 13.88 x' i3SBf7 /� �a I s P� ! ! r g 3 r q x I 1 9 x,27.f f ✓/ 1 59x ✓� 1,E,7 �o. m / I to M1 na x 12,9.44 1iMr rig / ✓ .,_.. ATE I I N / f " C x 139,01,: x 13s.11 I N d x,20.q / ✓ / /f . r, x 1 I z I I I �* 1 .2B x 148.01 \ T V p a 1 ! ✓ 1 C J ` N Q , /� ,44.02 i / / t. a x 140.42 x !' \ ( / roN x✓fi6 36 - x 42.40 _ -- ,� C 1 1 C / 54r - e✓' �' °�-,' 1, x 13s.11 ( p / / \ -^�9 /' x apt. C ( �,+f �J x 145.01 x 144.51i d� �,.. . �,. / .�,• ,., FILED 150.56 f dt ( x 140 fi I f f ti I I t t f / f / A ` 100-92 1 09✓ i . )(145.18 4 x 139.2fa / / f f X a 38 i41 7 x I / x 118 3 X 14,9.181 � 1 x 14X.45 139.97 f f x 145.d ` - - � y142.35 y� I x 120.63121.9, N 1 da � f 9- ✓ x 145.59q ! }� 1 ! x 12419�25.18 1 �/ r q ix, ?A i .� 77 99 HEARING I ; ,49;(NNt / 139.16 f y X'145.54 r /r' 7 � N \ .1 p / 3_ I 4 fk, h \ x 1 f w `[ '4 1 f 1 I 1 ip. 135.56 .X 4t 98 r/ �" / X 147.26 fr J � i7 36, ' . . x 139.35 �� � Yi 146.33 y / ✓ �`, y � _ ,v,11 l � � p1 � � d 4 X 147.1 12 x134.49 '#. x�1,39. f - - /A �7x52 2 x 14 .754r k1 I 135.135.77` r 4 T y q / _ X 15/t,67 I /0 y f j l A �1 1 x 148.64 147.49 \ } / , q / I J 'k `'. 1.3s,65' 38,E \. '" T 8 x 145.'59b ti y,,...i' � ,.F' .:^"� / X 19.2 ' `` '2 / 134-2 ' 737.. x 15.51 x t4O.Zb " i36 2 2A 1�Y��Ir����yo�,a ✓ - 7 T. ,,✓ x 135.96 x 145.34I f ! •50, x 138.78 x 139,67 X 147,66 g4 d 3A135 N x 135.97 ,36.21 3A-1 X x fi4i.48 / /' ✓ / x 140.74 / t1"• "4 ( I x'136,4 '� / / ,' / 17• N r/x 129.,o N y 149,80 ti I N i 5 f x .11 X 1 70 / , / x 139.32 V I J 1 ✓ ISO i ( i 1 � f _ o ' � � � " x / X 141.32 _ / I ff x 136.27 / X 148.5(, (E � p, �a X 137.5i . � . j �+ 1:'� 5 ~' X 149. j 46.50 4 1 �X,45�c6 y _ �x 1 x.i" - \ 5 �2 ~ I C , 1 38.27 I 148.28'/ ( t y , � / _ -- f x 139,04 _ / _ •✓ 7t i4w1,66 t,y i / / y✓ x "} 05A.82 I T 93 ly8 I 143,74 X ( X +4"�`2'' '."'^ ."` ^-. -..,-+ J x:144.71 '.. f'� / A d X 12 -L. 150. " 'f - - - a,,4210 Gt r ' s X 150,79 ._ ( p( �✓ X/146.35 x ,50.01 -K'147.97 x 146.6 , ✓ ' .- ' ! ! " 35 rY f - :rx1 , , a / fir. - �� �- rrM� ! .� - �2,8 48.31 � ,t' ,� ,�' , -�-.. .., . x'140.36 f f . , `` � -r-` - ' 1 '� ry ✓ x', 8 ✓ r� ✓' .. x x 1 ,,n38 c`. C . .. j 1 52 '� // x.�1+Fi.72 f ''� f -"""` �, /' ✓ /f d _ 134. 1 I r . s ✓ ,-- �r,37.9i .- 1- J " ✓ l 2f x 1142.8435c x 14 4�1 f f h \ j f / . x i 35.3 1 .72 ,r' f `'� / ✓ '.. X, 94 .-- X 129.14 x 1'43.21 � /' /` " \ ./` X 136.75- -. x 130, 135627 1 .92 13 g / x 163 � x 145 y � � �.� � f � , ��.1p (. / / f x,47,66 31 00 ''.%144.04 7G�' 1x1144.25 / 9 �, ,..' `L,f 'f f f f ✓'" �"�. -'-' f ,.- ' AG 13s.g8, 134. 139I68) ct �+4r / x 7 f ! ' 9 4.81 X 1,J6.91 f x'i w.a'4 x 1 .,4 1 ! / x 133.82 X 131.47 ✓ V I 137.7 6EY t - - ! / ✓/ , - / - X 132.51 13401 r 4�ti /f f f s yr fi)i 2 7 3 1 1 x�1 .12 x id .82 134.60 /� ( x 7. ! f x 145.66 r / X 1�Y4.99 / f f �" - N co 'cQ r.31 14446 4 ' r .�. CV Zc � '� 00 89 /r � ( �I f �x,48.47� �' 11C `'�,,r `�✓" � �" .3� x',4a4 N 1 / f f L � x,25" I / _ q ) x 133. / ° 13462 iP k 1 X k48'.16 / qu r / 1 y q fff 142 9� 1 X 14,¢^.9V0 d �M x 14�w I x i36,8 1. y .. x,49.36 ,f �r x 144,48//' f j"'' �' \1 1 1'" i33.16913;5.124 N f d k & # ✓ 1FE4. / ( f x 145.k18 x 145.58 x 429.95 \ ( x 137.71 1 ,24 I, f ,. � 6 / AAA x 7.a f ' x +� 130�" r N r x ( f C7w� / 72,. @ x i t5 87 ,..% /, rP ,", l p 1 ✓" x 143.61 J ✓ J ,r ,�+5, g w, X 1.iiFY ! i X ,,r '1r .n'' d f ✓� f N \ p X t5:, 1`� �t x 4 s 1' �� W // 45� /x 12s.7 / i37. ' . x'148.86 yy +ky� �•,,,3s.73 '�/ r` 1""" N'. f ``a ! i d 7l. ' r,.�ow , q ' ' f. ':.', -�' '( f ,1 ? ,3'8..5" / t 1 1,.. -✓ F f r� x,4'2'.+,�i' w5 l j l / x 147 x 142 s (90 ,f r M1 x 13 1,9 ! \ f f f x 14296 / ,. X22.43 at 121.8v" X _ x / x 142.95 1, 4 r 1 ✓$�� I 1 .2+3 \ ✓ 2 ✓ / x 122.92 f f d` ✓ - -`,. 148.4 1',;- '`.. 19.01 p �p� i¢2.15 X 140»38 M � (" �*14;5 - x 1 .75 ,4 Si7 - x \ 49.9 r � ., ,41.24 J - - _ ✓ / f. r / . 'C j / S ALE 4/i./�, c / / p � 4 ,. '+`� j` , ' 1 I w,,. _ '!; ,, ,.s, .. '"' Z#'N. . I ,:i' }fC 1 33:Q2:. ,, '; f ., d -t^4.F. ""` .rYC 111.98 �.. jj '�y^ {/+y�, f 47.32✓3€j148. 1 Zef2 _ .+,, 37.85 ✓ r1 / .. • r y V i i t V / 46. x143.ia� 1 1 ,� xa39.85 `- -`. -' �` ✓ 3 1 ✓ / THIS PLAN CON ORC N TO THE RILES AND ~ ? x t 5p arM 4- y x a z.61 - ° ,x a43$5 I s / �' DEVELOPER: t 1 A" ,, y _ ......... REGULATIONS Of THE REGISTRY OF DEEDS / yfxa52.9r � ... ( r143.44 4 fi R �t / .,, .. � °:Y,. , ..--91"4 �"` x 1�42.63 1 X 14L55 ,�✓.'`' .. / S A4 x t22.sS ZONE ''h,,. x 1,p / / 20019 SALEM STREET REALTY TRUST # 4 r // t46.22 147.69 , x 744 6 - f (i i ;. ' •'n:. 48 23 x 1 <07 \ / j x 138 91Y i ::`,... A / f C1 `11p.1, r 1N5.74f X;iY 59-" y V J / ` �X,3�74 _ - eS- f f r "o� ✓ ` y 6 ILCRE, ST ROAD-Lf7NDC7CwID RRY, NIA 3053 �a• ^° O" rf / X)1.28.2'4 �' f \ 14Ek15 x U OWNER: N �,,, / f kK'.t * '. --, + r. ". �-. r \. O' R / 1. 7.16 , ,r x 126,63 ( /6 ✓.VJ 4 '"'� i 1 r x as - 1 ( as•e p9.s2 / / o e :...a 1 ,,,. ., w..; ✓ -✓ / ( I 1p8. C3 �,. E/ 2009 �w TRUST ' .a. r, 44"ra ✓ aa7 / ALt�ITRTTT REALTY I , „ r.a• :*.,, t1,, „',:, r X�2..82 120.�1 ,� ,✓ x . rn �1 r .,. X 144, D2 D57kC \ / I ,• „`,s, ,: - f x,13230 ( 11O.p4 a09.i1 -+ , GILGREAST ROAD-LONDONDERRY, NH 0305,3 ( ( 1 / `vC9 1,Q8,.ta � ', ;�✓. ra f e ( ' ( } x SCALE- 1 =40 x 141t. / --"' i CJ �, R . .o �,+' ..�.-_ �.-- C..3+ i'S R �' y'._ ,ti26. ,7 1 1 11 / _ "...�" '4 +gyp �I-v 8J C , q _ - - _ 0 r" ." DATE, JULY 13, 2011 C /- X 29 �I�� ✓ /" ' / / :5 1p8' x,67.35 � w �,u' 1 j/1' / 1 1 RE! 111 1w V.. OCTOBER 14, 2011 1 z I ✓ / / �� � I N 140.33 x 14a f 1 - - :-: , /,� `" f ( / � / � / '� � I C ��. -� ' '' � �,33.74 ..-""" ,�- ..-' ...- �-- 1 ( / / ,, tp8.73 ,M C '' // x 126.54 -�25.82 - - --' - I / ;, STEPHEN E. L.S. DATE MEFRIIACK ENGINEERING SERVICES 127.63 I e y 1 Vh0 ( a / / .- 66 PARK STREET �� �GE�1'� � I� X 1"r.;4 ! JR�/�d'7k AR ( 1 � �• � �..'rf �' ,f � /�' ..- � �,, � `"'_ v"' ��' r '/ � ' F I� G'OMP A N .39 { x�1 .1p �1 //,�'f'/ // 03 fi ' a EXIST) USETTS r11I31C x 1:a ara f 1 ,f.✓. ,�, / EXISTING/ 1 AN CONDITIONS D ONS PLAN SHEET 3 OF 6 �,��l,---"-,""-----,----",""------,', ­',___"­­,_­­"_---­­­­­­----................................................- ­_­­__..._...._____..__._......__ ..--..--.--..---I .111-...................___ --..--.------ ......�.....�.........­­­­...­­­­.......­­­­­1111 ­­_ __ ...­...�......­__._­­.......____ --- _.__ ___.______,___ - 1,I — C?3 � I (� ll I l � 11 � y ,p i - " PROP. RE-GRADE AND WIDEN i / / ,�' I I - � �� � ,,,I'� RE01m, OF DEEM I NOTES DRIVEWAY AS SHOWN. SLOPE � �1 ! i 'Ix 9l AS OEUNEA THE, ,Sy /­-` ��"' A I I I�,8� i �,, � , 2�, SF ENVIFRIQNI�A DI T L , �l , L1, ,�R,F S"CR"I Cc ON �0?�3/I I I : DRIVEWAYS TOWARDS INFILTRATION �06"38�, x ib6.�� J� Z\ Y. I � �, _j_ 11, 11. I . I Nodhm Didnd of'S"" SS � 11 , �� Oq 11 " 1. NO BUILDING OR STRUCTURE SHALL BE BUILT OR PLACED ON ANY LOT WITHOUT SWALE. (SEE TYPICAL WIDENING � . � -1, I I , I � 11/11' �--TOP OF BANK "RIVF�RFRONT' , � � 2 , !?!.,��,:� I , '� i' ' A'n DEUP-WAI:D, SY � . 1­11 -�,_--�O&,97' x _. ,� / . , Rec6vvd sm- 1� ,� , ,�-111_._t��'D i lt��'D � -,,�2�4'a,,,.::"�,�-�, � ,, ' � P,wor&d � , _�­�11­1_. 102 4,;.&1 f, A PERMIT FROM THE BOARD OF HEALTH, IF SUCH A PERMIT IS REQUIRED. CROSS SECTION SHEET 5) ­� 1�,3z,q-;�:-,)_-,,,:-2 - �� " 'I,�Q 6,0 6, __1 I , , / �,_ ,,,' I �,E ENAPONMENIAL � � -__ A—11­ i , I - . I , ,!CAr, '117ill 1­�_`, ; L . I , ,A �. , f, I I�_ I ) , , �,�P"r"',E �')N 1(i � 110 , � .k,,on 1 1 , ,. "I .' "-tCq-. � �kkk" ,. ; �� " � /11 011 - . 1_. 2. NO UNDERGROUND UTILITIES ARE PROPOSED. THE PROPOSED ELECTRIC SERVICES , ,.��_-, !" 1 tl-��p] , L I !, I , It ln� -.01 �"; , I � TPT . i I �1?6407 P, Ill I/ "I I I I 1, ,�, �i - _��t ,-1 11 � �,�, , ,�., I 1, -, i ,��,. y ,' 1 7 A* 126. %� � I ,��, I I x.,�ioe "�,--, to.", � It I ,;,. " r,F;. f SHALL BE OVERHEAD. BENCHMARK � _4_� ( / ,,,� . ,­� � , f'49�4 b" � ' ., f ", , � , i)r -1, > --I /, , , ,�,3 , At I 1._±!i_e7c1wk Zia. ` " E4� 2iA, " .1 I I i � ! � , 777 0- :s� I " "I �141' ,I, Z Z , - g�%,.Ij4j,�1�, A 6 1 ,;,#, I x I 101-�1 1 1 0 _ �5ej � " , i (� I . - . 3. THE PROPOSED LOTS SHALL BE SERVICED BY INDIVIDUAL SUBSURFACE SEWAGE I BOTTOM WEST CORNER ��,�� " , Aq, , i �,. I ,f,� _. 4z,'%,­ 1 ,� I L ,Z) 1'j,',._� 9 , IN t I _ � Ila ., " 6 � - . 1 5 ,,� , v 'er, "I I *,-&'b lr� 00 I - 11 ,�� " I ; I 1 4p ,� I � 0 X --,, , —t- --1 CONCRETE STEP _ 11 �� ", � l7 ��3 z I 1 PLAN Na I t­ 14 ,_I,�_ ' �2 C' BA I -��i 1.��. ,� ��,I . 1, I z , i TESIAN WELLS. �,�-` I � x _,ST ..., , , ".,�� 11. ,"i�o,- U� I .� J DISPOSAL SYSTEMS AND PRIVATE AR Ix __, /I � .T 11 ­ ..��, I "" �: )07,11Z';�,,- ,,, XT. -`�1_41 1, I ! � ;� _;�i "I -, - � I I I I 4!mw I / i , --I -In . I I , , -, -1 � ��4. i , , I � . 14� I )� ELEVATION=1 27.,�4 ,,,. ­�S�2t. �i (", llool�'! , . I I j 11 f � ,� 1.�� I '' '.. Atte9t: ­ _ , I ��7,.,���li�i "_ �I _0,0, ) X �) a: 0 - .'l � 11 "Q0,23�,# " X n I 1 4. THE EXISTING HOUSE #2009 IS SERVICED BY AN INDIVIDUAL SUBSURFACE SEWAGE 11(�, I'\ ,, �­ , e ", .Il , I - ...- i�; �, , � , - ,,, _,� %*��9, \,l ,,3 � x 1 16.Ni � ", � I 1K�4 S,�3 " � -III- - - I I I I- 11,'L . -"I� . ,I �� �0 . , DISPOSAL SYSTEMS AND TOWN WATER. -1 I X,�.,,-i b,2.� " I 1, �� �,S.o�Lim, I 7-11 .., I - � ,�� �� /__ . .i6p a4 v '6 I I f 11 I J _'. �,,"", -­ .. I �� ..... _1� - � , 1 641i 04 j , ? q��4 Il X�\ * .- ,-I.- L� , 3 1, I �� �.!J� l,� 'x' '., , ., . � I \ � l I 99,, I; 4::��� -, "I.- , - ; 'llll' .". �li t i4l, 7 134 k \ 01 11 � �F4 c ��p, / ­_ �_- ------ ,,,, .--- _­ I ll :- I � � ,� V7.14­e , A - _,�; 1-11 "'. I ""�6" �, - "I'll ­_ �'. _, ''. ,� ".�."I,f. Al 1. z I ,��t � . � I , , AN— \ es Rc*sftf 6(Dee& 1. 11 ,_ "_ ­­ .-I-1.1� zm,� , 135,23 1 ..I. 7 : I-_ - j \ I 11 I I" A., lx,i"',"" , "- I 0 - PROP. 12" DIA. I.- -­ 1. z �� ��, �24�� l, . . ­�I"�M " I i 1". . - 1­1- I A , V V. I *�g,,, I'R. - . ,­ - I—- � �: I -0� Y, -,�­IL V J. f or"I"i i I � �' " -­_ - - _.- .-,� � I � I", - � y , :� ��,A, 7�s - u COMPOST FILTER ,� �5c 8,n­ --- __ ­ � , 11 I . . I i%�.*- Li (O 4 ­k " �,3 ,, � i . 11 I I I'.I 1.1'1�1 7 - \-<\,%Tl C-4 ll F5 , �4��,_ � Pell ii __ ):�.l... �, �, j" ; �I _� �, " , ,�, I � � IN - � I ,� � , f"'I", ,is - ­­_ cr \ I , 1. �,: I . � L 11. � , , ".k" " - I x, I I � � .- , , I l� jw SOCK i 1 �,J4� d I I 1-1 It I '_3 . 1, I'll ��, 1 - pk' , ._!B� , � � , � 11 V. : 11 Au 6 " - I A - , " I '' �_ ' \ I - , I I'�, I '1�1" . 11 I � ) � ", 1, x " 1: 1 I 1. 4: ll I � %_Iffb I _ tA � I , '14;� , \ ''k, . �,4' k 1, J+ I �� _ N ,/ � l I'll 11.,I,�`,�.. . 'n ,,, 11 1.11 \ . � , �... I-_� C>9& -_ 4__X::�­ BENCHMARK �1, 1,5K ��77T, ,/ ' '�� \ " �t�l-,�"'4"�V...1 ':"�, �,',r� ,� ." " I- . X 1,',0, , .11 I � �,6­11 �', , �_',11' ' ) I " I , N .11 71-Pll 1 6' WIDE", , /11 ��: ,�.�4��'� � FOR REGISTRY USE "-. ­ .I-. I I � % �L , . ,� , , si % . - - t \ � -, �OMIA , , - " le"C4 � , \" �� ,.., '' _. ,. CENTER ""/; , ON� DRIV ,,, I'll _ , �,1.-��"4�4",�.71,�,-�17"1-".' 't', I , 11 I I I \ I K t �..T_ t ,, �­Ily,;,­� - Il �0,9 � f 7� -- '­­ �­t, , , Z ; ( I 32,34('x"N N 1 11���,4 �_ , , I ' - '. i ­�c � I '­�* ,�1�.'�"'.��,' "'t"'. " \ I �' )t C TCHBASIN � � 7� � f . , T )6, I � I I . , i I C��` k � 1� I I �i_' ,R�,',,',i,-� T";*- �.: )" � i go.4,or A 1, 1� 11502.5) 1k, PROP�. TREAT0ENLt,DI0HRA0M " :k. -�22 1 1:�',',',�.T,. ,� , , 91611 - � � , �­­A l , _ ''� I ­ ,:t'y",V�11jr,'t, \ . , 1 224 ' `ljy,�",4,, I'l '. , lj�,,. ,� ,�_� ,� � ,� �; Z. 9, _41. � I , k ' `� RIM=98.27 1�� 11 ,, . 1� . -& IN FN_TRt TgIN SWALE �YP� I I I I i I .� � 11 h, 12d k+ ,,-I, ��'m� " 'N'l ".%, �" I ', , � � 1", X .iv - 0(�'51 , ,,� ,4 W�v I)`_ , �­­,',k�,,,­, , . '�02. .. I '.1 I � � ; ky �4-1.�,'.'--Z�%. ,�,, - "Ill� � . 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LpA'6H,.,-FiE*_ " ­. - ' , V. 1. CUT TREES, BRUSH AND SHRUBS, CLEAR AND GRUB FOR EROSION CONTROL DEVICES. " , "' I - y . ."V� I*'11 , ,I I I , I � , ,�, j , �01 D I "k, : '' 4,�,.���',�;;,, - 1 .4�, 1 I. n I \ ;, , ; ; � , I � � � "'k ��. I .117""I �, i 1 4 4,,29� � ( . � I ", i � I � ,- f-.P_4'j��f - � .1 , I -,, —,� I - ­4, - I � '' � �., ,.,I' �1, 1$ � I 11 - �-11,`11 I , I x'.� .4 . 1- I , � " . 4 � j ,� T1. ,I, �, '047 %,-,r. 'll / 7 � ,,?,,t!;�.,�A,,, . �., � _. ," �, 26� 1 ,, ,I�., ,; 4� I ". . i "ll, . I � � " ,� . ,,,"�­­ "i'l" � I , "I... I !,i i r � 2. INSTALL HAYBALE CHECKS, SILT SOCK, FILTER BERM AND EROSION CONTROL BARRIERS � I � .�:%w I"I 10 IM , a �,,) 41 1 144 " 1 � -- �4� ,�,,,,'N r$� i � I I .." .� ",11 1k, (,, �46.?,',� � \ I / � � � ,�� ­_ 1,I��t . I I N I �. ".,,..� i, , I I: � - .r- � 0 / , � , . I 1� � "_ . � I 1. .,I � ­ 1%, \ I " , p, , , � I I ,., , i � 1, � ii, - ll� � i � f I � r , �I i , - , I I I I I . HEARING . N I , -14 P R 0 ---E � I . I I _ —-_ _%� ,� ! I r - I .., I 11" �, PER PLAN AND DETAILS. �, � - ��'o .- P,., ,R,OSION - I I , ­__ . � i I I i - ­-,._� % - , - I ­). " ci / F ,-� , t,7 ,,,�,�,,i�i 1�-, 1 J11,4 ,h ," � � 1 I I -1, () 1 , � , % I 11 I �,Mf.44, \ I I s / " Is? 2',,< 17 , 11 I �, i , �� � � w Ix I"k, "� 1. , - 57 6 I I ,� � I I \ �. i _r' j I , 11 � � I � I ,�, i4k�,,� ly,,,, ,�, ,� 17,_�, ., ,� , , , ", " �,64 . , I � � � % III_-- I '' � , �,� __ CONTROL BARRIE , ' 1 ,7 1 �,� ", , ,3.'/""/ TRIP TOPSOIL AND UNSUITA13LE MATERIALS BENEATH DRIVEWAY EXPANSION AREA. 1, '- , , � �/ I .6-:�,&/,��',-, 4 T1�1, \ rx 14, 1 **, , f I I � , � - ,, "r I N 0 -,. _',,� , ,f , , ,,i ,�, 1� ­ 31, , ,",,,, " ..& !"_,9 �� , I I I ,.,,,, � 4ns;.-; � " ! __ "l ., I� l � '//,///,/////,/,�,/,�/"/"",/"� 1� ",1,''le,,"'�''/ / - , ", 1'� 14�`4k . I I I el I; - _­ :,I "� � I I, 1 j3 9.2'� / cTOCKPILE AS SHOWN ON PLAN. , " I- llg',�`, � , , , , ' ­1- �- --IN � , � -1__ , . 'Ir I'! i, I " "I'll", I ! `4�� 1 , 4, (4-2-7 DIA. COMPOST : , � rT "I ,/ /, " , - , !� 5l ) ) '' _/ ;�,,�,,,, -, 1, "," 1, \ , ;�,:�T��,,.,��k�kli�li o,,,��,,:'i"'."s'�U, 65 \��l X �I .", I , ,,,,, . ­r­_ - � -,�, - , `v, ,/ j, i�1.7 7 3 , ,I �` ,�',,,,,5',��,�,/,­ I I ""�, , X I I ",v, I 37�'p 8� 1 I � " _*,.)_C _ F'R� 'VE EXISTING BITUMINOUS CONCRETE DRIVEWAY AS NECESSARY. I ,,, , , )� �02 FILTER SOCK) , ­­" ;��,*'% ." ", I I , ," , 11 , 'I. : I ,���'��"",I,�,,,�,,�,�,',�,�,�,��,�,�,,,-��,;�",',"�,�i ,- . ;�/ , �/��f,u �I ""' 'll' \1 - ." l� (� /�f /,f N /,f /,f /,f " /,f , A;V,I�f ,,,, �, ,l)"J'41 ,e�""" �V/ ,( � 4; f �V/ ,� (� � f �V/ ,� (� ;Vlf ,( � 4; f �V/ ,� (� � � " Zo N 1� f .1,ff- I, I/, "" " 4ji .1 I ,� � �, I- � / - I I t f ,� I/ " , t',. . 4 I - �, 11 I � PR( I'll,� I ", I `­ �� I , ,/K \A 11 � '11, , :�,,�1_ '� , � I I , li `)�'��'/"'­,­ ��, , I I � / � ,��,,'�� ,��', I I I.../-1," ' � "�""�'�'���i, I i 34. womf , hwim ol 1 4. S 0 ' " .2i�� 1 )ip. S 0 ­_ I , i 136,-' I I � "I � ��14`5.'' 6 / 5. INSTALL FILL AND GRAVEL SUB-BASE FOR DRIVEWAY EXPANSION. - , - 11 _� � 0 0 01% / , I 11 ! _". ' 4 � , STO&KPILE I' ll -l"I", 1 11, , ,, . 15.4 / 1 :K 13.5,1a'6 'V 2'A',�, . � I'll, __­�, I I ", 'I, : / " X 147,' , � , r . , " � x 138"�?, � ,, , , I , M, 0 ,,� �i , W. �� I / I I ,,� ' i M�,57 � z r ' I- � " � I / , x �3­_ _,�,,&'.�------'-S'6 y _,o ,,�,� __ ' I , v r ,�� .� " 14,8,"& i, �i�. ,, �, 1� , I �, I ­ :', 1z , I ­ I � I � ARE , � ''�_�e , �, " 10 '/ � . , � I � I ,,, " �,� , 1, � t / I I . �;, � , 6. EXCAVATE INFILTRATION TRENCH AND FILL WITH REQUIRED STONE. 77 ; - � I ), .. -11, � 1". t47�ft - ----- ,� ,N�l �. zr,r��...... ,�, " I . , " _� . I ____ PROP. �,_ / ,/ ,, , :/ , _A , , 1 � I" � . 0 . I , ".,9,t , r - / " , �,,, , .".;�� .11 I �;, ­­ --- _­ _.-- / , O�� / , , I 1. , I,,, / I , �i � I � � � ", I �) I I �4 11 I I ­ N ",, - 11 " ;� " " , 7 ,," " z , . I I �4�1,�dl WELL., ill � 7. INSTALL BINDER AND FINISH COURSE FOR DRIVEWAY. " _- 'I ( - _", � 'I, - V -.1, f ljlf"iv,� 1_-, A / I I I I ), 'j, ,_,t..,�`, /0 �jjt"" I I I / ,�-,__----���4 -L��-�,,, , ,­�,j­ /� _,, I r , rn, � � I 1 _, r, `91 ___ 1­1­11 / I � `),40�11 I., "A-21 I ,�� � I I � I _ I 11, R OP. ! �11 PROP. ROOF 0 11 1 - & LOAM, SEED AND STABILIZE ALL SIDE SLOPE AREAS. " " i -��f43k�5 �, ,"" - -- � -,b�,,,l,q, p `�� 12:�lc� I 4 �i I , -,-,,,,_,._�,� . ", / ' " " �, � I VS. , / / iCZ 7 , I . ) SOIL -- !0/ �,"� , 50, 1 � � .� / I � � I ., I � � I � i� ���I "I 1,36 49 1 / "I.,,".- 'I-, I ,- ".� � , , , `, ., ,� ' ' I� 91�` ", 11 � i 4 4z�z .�,,13 .� .1 _ I ; ' / " ,/ �', , -' F , . STOCKF����E ._,,,",' ,, [WITRATOR , ! i � � �4-1- p, ""' � � "I 1� ".., / I I " " r . I � ! . I ,. I I ' � ,r' "" � ; ! , � �,, 141g,_Q "r ; I ,� I �, j ii _�1, I � , , I "'�� �, � I ��, - .1.1 I � . " , ',�� 'fr,1, �,6 1 I 19. 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I I� , � . ;r �N, >., ,I� x, 1,44 7 , � � � S� ,, I � , i, vw_wR`1j_-1 � 66 GILCREAST ROAD-LONDONDERRY, NH 03053 � I , *,� .;��', _ , _ ,, I '1� �, - , , I � ,',) /I I , .� ,� " - ­ , I ,� _, " ­ __" __ I " , � � "� 1, I _ ,,, ': M­� I 1 I—I- "" ; ", ", - � f �, .,� i� , 1�,>,_J�r 1,3 /F,� , ,C " " r �i � . , 1 I I �� l'a'd.5'e I � .r- I , '­.,�,�---�,-,,�,� ----Y� , , .­.r. l - ., I'll I / , . . ,. , . , `� ,, , ,"�' , "" / Ds I SCALE. 0 40 8 . . � - X" , S. / . ;%,!�X�-t�,'.,,',b.. ,, ;� ,.: . I � I 9 I , /. ____r_ I �,%�.v �. ., . , .r "Ill I W I , I 1', �, ,�,, ;", "I,. 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W ERRIMACK ENGINEERING , 'I , 11 I ­ 1� , �,,, , 1�01 I I I P _­.. ­­ .- ... ,� _ , 1 � , ri I ' , , � ; � ' " '­_ .- : ' % " Y', 11 1�,, �'r ­ " S41*5VfV i 5 , - '�, � � *,�,-,nk -!,'wftx',,,,,�, / _k _f I'I'll 6 P I I � _ _. - _11�� I Tx rl... k I � V DATE: JULY 13, 2011 1 "I w , - , � � , 1, 1, ��, ,�r�`�_ "' I I , . - I ' I I ,- , Nz j � I r" 11 � '� � "r , � , S4 .--, , - , ) � I I ��_4,a;�, _­ �, , -'?, '­­­ NN � - ,,�­' I .1 , �( ­� I .r', I -1 -1-11 ­1 � I-— ,r" ­� .-l-, -,-.- ­r A �, I IJM,�4, !� 4W ,,, I"? r, I .� I' � ; " ,,, \ � ) I , , �" ,���J, ",,, , � ; I I I " " 11 � �, " ­1 -, I � %r___1__ ­­­_ I / .1 ,,, I ,�l � " - I 08 I _�, 4 10/14/11 �, I �e,k$ ; . � .1 � , 1 "O�o6 - " -, , � , ff I SERMCES 41h T 2 �,� Ile 146 �,e� \_ , k _7 "43 _ 0 R 15 "'5 id "x ---- v OF/� .A_71�_ It f /oo�t�\�, �11,�_11 Flllllll`l I I I ,.,, �rllr­ , I " I I �, I I �, l,",, ,It , 11 1��,� W,'I,, - ./ '�;.�' "' r; I I � I / / , ", I �11-7 6 I , . I I I I -1 11 -­ - � I . , I ��; ,,r-�' '. ,_' ', ' ,) � , /' � ,�� 1 3 � I ,� �, I I V . f, R.L.S. DATE i � ,r "I �",�11'lllll --" , ", , I I k��Ar I ) I I , � 'I, L _1 � " 11 / " , I "I I �, ­,;25�ptz "­ , ­ 1 __ "'.1", ,- --- .- r , � ' * r ' - ­: / " I . .1 � � ,F . �8- j, i � I � � / 11 " 'I , , 2h,�z ­ �, - - � 't .,_r _­­ ­­ I -' I 1111 I , � I � I � � I I I" VLADI l I* NOK, P.E. DATE STEPHEN E. I Z! `­ I KW 04GLAN't), ) ! , , 11 / /R0TK, f 1 l�, I � "I .� / 11; I r 11 _1 ,.1. ­ ­1 �, � �1 ANDOVER. MASSACHUSETTS 01810 . � � / ,�4 RC� I " " I � , I i , I , , I l t�lA � 1 V, , , � I - ! f 11 � , I I " �V61 �'4 i i � ,, � , , :: � � � 11 I , I r . , I " '11 � 1/ _/ , ­ 1, I I / "" __ I DRAINAGE, GRADING & UTILITIES PLAN SHEET 4 OF 6 .,k I I I I , I � .11 I . - . �, , , � -' ' '-' " -.1 �� W � � -," / 1 � - / , " ct _ ."', i " I I A 1 �� ""' ' ". .' _' NEP COMPANY- I , / � '_ X-1 51, -�,1% , �4-,T lo , 65 , , fh 'llll ,i �i " �,/��25.4 7 l I I " / I-% I I -_. ,�i r;� ll�� ,%IV I \L1 - APPROVED BY THE TOWN OF LINE v DE ALLS OF -93 1 APPR ION WV/'tvIIRAFI DRIVEWAY SECTION NORTH 24" HDPE RISI R AND " DISTANCE APART WHERE vjng*y Or DamN ANDOVER PLANNING BOARD SCIOX FILTER FABRIC SPACE CHECK DAMS THE POLY LOK HEAVY DUTY AS SPECIFIED " cl o'er COVER PRECAST CONC. SPILLWAY POINTS A AND B ARE THE SAME ELEVATION OVERFLOW A ���� SHALLOWS LEACHING PIT surd R � � SHALLOW CONC. 1 1/2" _ � � LEACHING PIT CRUSHED STONE PRALLOWV C DA E SPLASH PAD ,�' 00 QW_ ' 6" I=LOWLINE LFINISH M EC AND SE E D D , �i �f ... :�...�..._`� E�CTIwIL1�l� SI.=GTIbh1 _. z 12" MIN, TEE OIL' 90" ELBOW °° 1/8.- /B" WASHED ('"PEA") STONE K010101 FILED ER ,� OF 1 /8'" 3f8" o LINE EXCAVATION WITH " " CRUSHED STONE ACCESS 01 0� MICROFILTER FABRIC DIA. STONE SPILLWAY COVER . v em kw, COVER c��r;6; ° �I WEAVE 40 OR EQUAL _ � -- I +� O O c� � � 16y 15''` '�`" ��s ,�'" � "�py.ap,. 6»', FLOWLINE HEARING o 81 O 6 0 a 26 �' o �p� 4"-1 1 2" CRUSHED & 4 P.V.C. ca0 WASHED STONE. LINE SIDES OF ELLYATIQ�N 2 1 2" CRUS ED STONE 0 Cc 0 o EXCAVATION NTH MICROF°I'LTER' I THIS IS TO CERTIFY THAT TWENTY 20)' DAYS � INLET PIPE �� � 4' � �,p WI�EEP,HOLES SPLASH PAD , O o �- FABRIC WEAVE 402 OR EQUAL NOTE: HAVE ELAPSED FROM DATE OF DECISION FILED 4 8 4 WITHOUT FIL11�I'G OF AN APPEAL, —~ 1F' 1. CHECK DAMS MUST BE INSPECTED AFTER EACH RUNOFF EVENT FOR REGISTRY USE *, I 3a' BANK RUN GRAVEL 2- CORRECT ALL DAMAGE IMMEDIATELY. �� MIN. 3. IF SIGNIFICANT EROSION HAS OCCURRED BETWEEN SECTION 0,9()a 4T ac'/' 48 STRUCTURES, A LINER OF STONE OR OTHER SUITABLE MATERIAL 28" " C70c:> 00c:>�' L7( C TO E.S,W.T. MUST BE INSTALLED IN THAT PORTION OF THE CHANNEL. OF /4 -1 1/2 -, t�I 4_ REMOVE SEDIMENT ACCUMULATED BEHIND THE DAM AS CRUSHED STONE PLAN NEEDED TO ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM DATE �i / CARRYING SEDIMENT OVER DAM. f »� 5. REPLACE STONES AS NEEDED TO MAINTAIN THE DESIGN NOT TO SCALE CROSS-SECTION OF THE STRUCTURES. 36" WIDE "MFRAFI 1'00X" !, TOWN CLERK SILTATION CONTROL FABRIC NOT TO SCALE DAN ATTACHED TO 4'-Fr" WOODEN STAKED HAYBALES STAKES SILT FENCE BEHIND RIGHT OF WAY VARIABLE WIDTH NOT TO SCALE I STAKED PER HOADYBAL tom.) GRADE STAKED HAYBALES 16' RIGHT OF ' JAY VARIABLE 'WIDTH HAYBALES MOUND SOIL AGAINST FENCE 3"-O" SILTATION VARIES 12't VARIES 1 , CONTROL FABRIC FLOW TO EDGE -00 ABOVE C.RAC�E° i = 4._6 WETLANDS FULL WIDTH 1 1 /2" OVERLAY w �� WOODEN ; BELOW GRADE , .- ., x V—6. STAKES ' _ 2 BIDDER , r� .a, - FINISH COURSE TYPE I 2 1 2,r 2 1 / BINDER BELOW °, BIT, CONC. / TYPE T-1 BIT. CONC. GRADE COURSE TYPE cl` 1 TOWARDS I-1 BIT, CONC. 1 1 /2" FINISH COURSE INFILTRATION TRENCH ( TYPE 1-2 BIT, CONC. NOT TO SCALE DROP. -C ONI-M-ON DRIVE 28 L.F. S=7 m AVG. INFILTRATION TRENCH � 1 .... :: `7777777777 �� TOWARDS T ., I1 3 I r EXIST. BIT_ CONC. DRIVE 12' WIDE ° ° ' ° ° ° _. .. . . �80 S„ PROCESSED 4" LOAM AND SEED - * GRAVEL BASE BOTH SIDES a " 4 - 8 PROCESSED 4" LOAM AND SEED 4 _ _. .._� __.—.. _ .� __,.. .�.�_____ '_.__.____. ....n__.__ _._.____e; �.......__..�_. ,,___._.___,...� s s tl g°' PROCESSED GRAVEL BASE (BOTH SIDES) r .____._ __... _.__ —TREATMENT DIAPHRAGM I Q r GRAVEL BASE I EXIST, BIT. CONC. DRIVE 226 L.F, 15 11% AVG. AND INFILTRATION SWWALE Y _ TREATMENT DIAPHRAGM SEE DETAIL t AND INFILTRATION SWWALE y (SEE DETAIL) 140 ____.N _..__ . ,._.______.._._. _._ ____.. .._ _... _. _..__. . _ ___ _._.._.....____._._ _.__.m.. ....,.. . Y I y NOT TO SCALE NOT TO SCALE I i � r_9 T-10 T-11 T-12 T d3 3 _..._ .. ..._._.....,.. =128,0 EL.=127,1 EL.=133.0 EL.=101.2 I ? I %'l%lr tfr F'.S,L- 10YR ,2/2 5" A F.S.L. dOYR 212 8" A FILL 2'6" h f S.L d?YR 2/`2 $" A F.S.L. f(JMft 212 d d z I I 41634" B 98.0 F.S.L. 10YR 416 38 B 126.1 F.S.L.: . . 10YR 4✓6 23" F3' 125.2 F.S.L 10YR 4f6 22 8 F,S.L. T0 ' 2 2 32" A 113.1 F.S.L.FS.L. 10YR 10 I 33 `, 9 ; i I S.L. S.L. S.L. STRATIFIED I ! __. _..__ _.w_..._ _ . S.L. 130 ..,_._._ ...._, .. ___.__,,.. ,_. __. .,..._ _.. _ _..___e_ __.___ ___.._.._ -__.,___..... _„_ _- _..._.__.__._._.__. ._._. __.,_..,_._ •� C ✓'° C C 2.5Y S/'4 F.M.C. C 2.5Y5 2.5Y5 4 I.- 2.5Y :514 C SAND a I I I 2.$Y 513 PROPOSED 'GRADE I 120.E 96 " 120.0 85 d26.0 84" 1 d .00 7 r i 2" 9 t..2 d'2la I i i s i O,W. a61 O.W.T. O O.W.T. a d?.IW,T. � C I NONE NONE NONE NONE NONE i 4 C i r 0.W.T a ! I ,W.T. 0 64,, E. .W.T. 0 S2" E.S.W.T. 0 E.S.W.T. 0 59" 72" 125 ._. _. _ . _...._-__._ ., r .._.._,_,._. __._. __-.__. �.._.___._ ___.___.__m , .o _.._______... . _ ._.....________._....__m.._,_.— _.... ... . . .. ... _._.. EL.= 122.6 EL.= 122.7 EL.= f 27.9 I f f,I l n ; EL.= EL.= 95.2 TEST DATEr i i t ti B. t?UF`RES'NE I - : + E4'ALUATOR. s 6 G dNSPECTOR (� y� y/ I R. BURLEY e 1 t ' I 120 ; _.. _ - I. _p I I W - T-2 -3 T-4 j... d r 9 I % Iy % f a i { EXISTING .BADE � W i 10YR 2 2' 7" A F.S.L. dOYR 212 "" A F.S.L. f'0'YR 2 S" d f,S.L. 10YR 212 9" A F.S.L. 4 y F.S.L. 10YR 416 27" B F.S.L. 10YR 4,/`6 30 B F.S.L. 10YR 416' 33 B F.S.L. 10YR 416 2�8 B I Mq 4 OF 115 VLADIhAIR Lch / 2.5Y 514Y 514 2.5Y 5 4 2.SYBL` IVIL S.L. NI�MCCIENOK i i S r a Jill ? 1{�/14/'11 I. 16" d2 " " VLADI OK, P.E. DATE 924" 2 127" { i 1 _._ NONE NONE E NONE THIS PLAN CONFORMS TO THE R 0.W.T. 0 0.W.T. 0 m.W.T. 0 O.. W.T. RULES AND I H r s E.S.1W.T. 0 E.S.W.T. 0 E.S.MW.:T: 6M .S,IW.T. 4" REGISTRY OF DEEDS 62 60 �O E REGULATIONS l { /. + i i 1 : I ' ' __: __.._.t_._ 1 O f/14,/11 _... I I I 7-5 — T— STEPHEN E. �TA111; R.L.S. DATE i f l ➢ � � 9ti .. F.S.L. 10YR 2/2 3"' 4 � L 10YR 2,�2 A % F.S.L. 10YR 2/2 8" A ALE WOODS i t � F.S.L.F.S.L, 10YR' 2 2 F"� A F � s W F.S.L, 10YR 416 30" B F.S.L. 10YR 416 28" B F.S.L 10YR �416 33" 9 F.S.L. 10YR 416 29" 9 NORTH : l IO E , A j ' 100 w_.......A,._ . ._.._._.____- __� ______ ___.___._. .,._.. .__.._ .__. _.. ........_... ,. ..mm ___....__._____..__.___ __.. _ ____., ,..._ .w_ _ ._ .._.�;_. _._ __.__ � I r i ,I I p DEVELOPER: S,L. S.L. S.L, S.L. 2( 91 SALE STREET REALTY TRUST 2.5Y 514 2.5Y 5/4 C 2'.5Y 5/4 C 2,5Y 5/4 C � � I 9 — 6 I , s I GILCREAST ROAD—LONDONDERRY, NH 03053 C14La° — i -I I Ld OWNER: I ' Cv " ' 200 SALEM STREET REALTY TRUST bj � CAI i d �.i - �- I 12 " f 24" f 22" f 10" m � i E f X 01) GILCR'EAST ROAD—LONDONDERRY NH 03053 r0 102+63 100+37 O.IW.T. a NONE O.MW.T. 0 Nf)�dE 0.IW.T., NONE 0.IW,T. 0 NONE SCALE: AS NOTED 0 4 0 105+47 105+00 104-+ 50 104+Ott 103+50 10. -I D 102+5c 102+00 101 +50 101 +CEO 100+50 1 CEO+00 E.s.IW.T,04 66" E,s.w.T: 60" E.S.MT.T. 62" . ,MW.T. 64" DATE: DULY 13, 2011 -t -rf REV.: OCTOBER 14, 2011 O 40 80 PROfILE TEST PATE: d3 CfU'FRESNE EVALUATOR: MERRIMACK ENGINEERING I�M'�1=S SCALE `` f = 0* INSPECTOR. B. DUFRESNE 66 PARK STREET ANDOV R. MASSAaCHUS TTS 01810 PROFILE & DETAILS SHEET 5 4F 6 v, WA I . w " THE FOLLOWING SUBDIVISION CONTROL LAW WAIVERS ARE REQUESTED WITH THIS PLAN Notft Esw m 1. THE LOCATION OF THE 1 " WATER SERVICE TO HOUSE2049 AND f RwAved md pwarded THE SEPTIC SYSTEM SERVING THE HOUSE ARE UNKNOWN. 2. TELEPHONE, ELECTRIC AND CABLE T.V. TO BE UNDERGROUND, PER UTILITY t "ctock - Fo= & Comeau of Pam: S&ea PunCOMPANY DESIGN. +r` �- 52.5 4 it�uc d III. 3. PROVIDE SLOPE STABILIZATION FOR ANY SLOPE EXCEEDING 3: 1 . 4. NO STUMPS SHALL BE BURIED ON SITE. 5. NO BUILDING OR STRUCTURE SHALL BE BUILT OR PLACED ON ANY LOT '' ® �` . WITHOUT A PERMIT FROM THE BOARD OF HEALTH, IF SUCH A PERMIT IS REQUIRED. er of totnotto the xubdirlsi as 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES H I L ES SHOWN OR NOT FOR REGISTRY USE , , + SHOWN ON THESE PLANS PRIOR TO AND/OR DURING CONSTRUCTION. THE DESIGN ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION SO THAT REMEDIAL bY ! , - ACTION MAY BE TAKEN BEFORE PROCEEDING WITH THE 'WORK.. 7. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANY THIS IS TO DISCREPANCIES IN THE PLANS BEFORE PROCEEDING WITH CONSTRUCTION. ERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED FROM DATE OF DECISION FILED c uding WITHOUT FILING OF AN APPEAL, 8. EROSION CONTROL MEASURES SUCH AS HAYBALES, SILT FENCES, DRAINAGE DIVERSIONS, ETC. SHALL BE INSTALLED AND MAINTAINED ON A 6.11 CONTINUOUS BASIS IN ORDER TO PROTECT WETLANDS AND OFFSITE AREAS DURING CONSTRUCTION. DATE ,. Y t a 9. ALL 4 q , BACKFILL TO BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY TOWN CLERK, 6.15.5 d Water otA ( ) now iagle-&Wy DETERMINED BY AASHTO-180 D. be 10. THE CONTRACTOR SHALL INSTALL UTILITY IDENTIFICATION TAPE ABOVE. ALL UNDERGROUND UTILITIES 6.18 Two.. 11. THE CONTRACTOR SHALL FOLLOW THE TOWN STANDARD FOR INSTALLATION OF do ELECTRIC LINES. t be. II st spedfied APPROVD BY THE TOWN OF NORTH 'ANDOV'ER PLANNING BOARD AT P Y FILED �yr I O R ju HEARING stbmbud by*cAppliewt <1wiraHr✓,nuw,,s�iloi '/�I,roG%ll�rePliu�r The AWficant hereby remwm ift tot to mpust finther waive= as nmy mq or amble in connection with ib submit of a ve plan for Boird review end approvaL . SALEM WOODS NORTH ANDO ER MA DEVELOPER: 2009 SALEM STREET REALTY TRUST 66 GILCREAST ROAD-LONDONDERRY, NH 03053 THIS PLAN CONFORMS TO THE RULES AND OWNER: REGULATIONS THE REGISTRY OF DEEDS 2009 ALEM STREET REALTY TRUST' 66 GILCREAST ROAD-L01NDONDERRY, NH 030:53 4, �R, SCALE: AS NOTED 0 1 2 " ,pw DATE: JULY 13, 2011 NEMCHEENOKCIV No. �"�� . REV.: OCTOBER 14, .011 a.39t Z ..- MERRIMACK ENGINEERING SERVICES ► '``' 10f14/11 10f14f11 66 PARK STREET VL ADIMI � NOI�, P.E. Ll STEPHENi KI, R.L.S. DATE. AIVD�av fwIASSACHU' ETT 0161 CONDITIONS OF APPROVAL, WAIVER REQUESTS SHEET 6 OF 6