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HomeMy WebLinkAboutAs-Built Plan / Installation Certificate Form - 1679 OSGOOD STREET 9/20/2011 LIMROF50'NO-BUILD STORAGE AREAS:OUTLET POND STORAGE AREAS:INFILTRATION BASIN#2 ZONE(TYP.) ELEVATION(FT.) DESIGNSURFACE AREA(SF)AS-BUILT SURFACE AREA(SF) HAVERHILL UMITOF25' 97.5 976 981 ELEVATION(FT.) DESIGN SURFACE AREA(SF)AS-BUILT SURFACE AREA(SF) h` NO-DISTURBANCE gg,p 1,2D7 1232e 84.0 1 488 1 709 ZONE(TYP-) 99.0 1,745 1 825 86.0 3,662 36DRAINAGE EASEh1ENi S LOCUS 86.5 4,033 4.129 WF B1 NOTE:THE 700 YEAR PEAK STORAGE ELEVATION=99.01 FT. �e$e NOTE:THE 100YEAR PEAK STORAGE ELEVATION=86.00 FT. wJ"S-2 STORAGE AREAS:GRAVEL WETLAND TOP OF BERM=93D'k ,/�.gg- t-�- 1YF 011 \,• N TON 1'!AY ELEVATION(FT.)_DESIGN SURFACE AREA(SF)ASBUILT SURFACE AREA(SF) o sTA BOXFORD INV mer IL os II� ` WF616A` 100.0 584 701 �P'o !I! Il � LWIT WORKF \A 101.0 1,398 1,467 C \ Qac\ s.sI1I�II �I OUTLET N, WF816 �� 1020 2,582 2585 \\ IO GAS VALVE C1PA_ALAWRENCE I9 POND l\6 �s\'s y 704.0 4,351 4367 \ii Mv+aaPALaRPDRr �- 1 9!jl FOUNDATION , NOTE:THE 100 YEAR PEAK STORAGE ELEVATION=102.97 FT. a II - \ LOT 16-1\ " j. X85• 4V" 12-X B'TAPPING / Nv=,ofix j \ I ♦ GATEVAaVE NORTH 1 \\ \\ sfluwaYELEV.=,o3.r s9 //l ` RPR \J`/ wFeu•, \ h /„ ANDOVER \ ` '\`� RAIN \ SWF B6 VERnCP1 I GRAVEL _ GARDEN GRNOTE // 4 12 WATER MAIN CURB IK `\� WETLAND y�.�• 96' \ \•` EDGE OF / UTILLTYPOLE TOPOF BERM=1010'x- �/ \♦ \`)`•/� t06-- 8T yWF01 =UINTCF / \/' GREAT PGNO RO. / \ ♦ � \ 4 WFH13' WETLAND � \ =WORK 1 \\ ♦ ',q,\1 Vie• i�/B PVC PIPE' 101j4i 1••, 87• 6T k., i-.. .. 1'+F 89 I '8' ^ \ IAKE 1 \ 'b- ♦ cecsal \ \\1 4 °�.' ) .tae h, WF B1z s•-.. �° i C �(1 LOT 16-2 \ \Z �\ RUNOFF / 109-- 100' WF 811 I S .Y• 9\ ON, \ y3 ♦ WM=103.12 \ \�� \ �� \=:.\ 15/ WF-�•• `J COCHK:HEYOCK N'rHICEINV iii? `4\�\4\\ J1 \ NFILTRATION // \ i q ♦ INV 1r HDPE OUT ".62 \/ /� =EA / PARCELA // ctnmRE I ♦ ♦ \ \ \\ , -� 4 BENCHMARK: BIGNON F LOCUS MAP I ♦ FYa4 i� \ CRUSHED TOP OF STONE BOUND f/ \ •y ♦ RISEPoINSPECTIQY PORT[TYP.) \\ (\1 0� \ HOUSE#35 \ / / GRANITE POSTS I \ \\ STONE ELEV.=122.10 SCALE 1"=1000' I ♦♦ EHr ♦ OP OF BERM=1020x \\\ s� TOPFND.=117.0 q\ a //� SLOPED GRANITE MAP 61 I ♦ ♦ \\g $\\\ `sD -K / \ \ \ \ � `D' / � cuaBlHc LOT 16-3 \ \.\„J1$\ \ I 1. LOT 16 I \ ♦ ° PARCELB NOTES: LIMIT OF 700'BUFFERWF I \ Eal \\ \ \ 'I I(I ZONE(TYP.) I/ � 7, THE LOCATION OF ALL UNDERGROUND UT1LITlES SHOWN RUSSELL I \ uxar oFWORK \ \ \� \/ ) III /• !/ HEREON ARE APPROXIMATE AND ARE BASED ON MOSCHETTO I \ ♦ \$\ fiI F.E.s,a, M,D ��r /. / COMBINATION OF THE FIELD LOCATIONS OF THE VISIBLE ORAINAGEFASEIENT HOUSE N6 ♦ INV=f01.3C' I STREET TREE WATER \ \-� WATERBHUT-0FFVAlVE in> cAS VALVE ,/�' Dyp) COMPONENTS,CONTRACTORS RECORDS,AND COMPILED SHVT-0FF '1' \ s'wHITEflNE - I;.r I;,,. ae /• INFORMATION FROM EXISTING PLANS OF RECORD. PRIOR I /r_I OP OF BERhf vALVE \TRE / T / m vALVE WATER SH FF-OFF E(TYPJ za•PavEAlEfrtvnom(rrP.) /' /' TO ANY EXCAVATION WORK ALL CONTRACTORS,_66Bx ♦:_ l /• HOMEOWNERS,ETC.SHOULD CALL DIG-SAFE AT i s6pMEfTT \ � 1-889-DIG-WE. 1� �\ FORESAY GAs E \ C8n 6'WMTE PINE I ! \ \ - - \ si� l \ '-- unLRY LIN m LEGEND 2 THE VERTICAL DATUM IS NGVD 1929. u /�/ -APPROXIM4 GLROCATDIDN TREE(TYP.) iI I I //83X9\�4+\\\ `/ _ _ _ m _ I_._1��-1 / \j•/ of NDER ou m D1tiY - ry EB PJ I ( IB3n8 \ \ \ I a B'XVREDUCER \. TER EXISnNGWATER-E I I I I Ba Ld I iGATE VALVE,B C41H o - t� .JTO- /. •/WA SHUT-DEF SPILLWAY $ AFILTRAT16N i I I I HYDRANT �' yy8ap /' .,L. „0' a Riy VALVES FOR ELEV.= I \ I - �`p1. GRPlBTE f 8%6'TEE&6 \ I LOTS,dB EXISTING G45 LINE lez I I IBASIN#2 1 I 1 - MAILBOXPOSTs I MMM ��?Ev'G-Y'E \ 1 II CB \ SLOPED I > ;L. \ \• E%ISTING UNDERGROUND ELECTRIC IB3� B3aT I 1 I / /• GRANITE �. 1 WATER SHVT-0FF� I )S I \ S I �_ VALVES FOR PAFORATFO6m N t GRANITEr EXISTNG6'HDPESUB-DRNN I I I I .0 g I I I I i ,U` 0 /• CURBING j / �gg / L0T55.6.A 31 HDPESUB-0RaIN \ !`a-� \�t ADDRESS I ) y PIPE[IYP. \ EXISnNG DRAIN KUNHOLE wP- i I I i t 7\ \\�' PDsr LIMITOF 100'BUFFER ZONE(TYP.) EXJSn a CATCH BASIN VN=IOS.fY \ t7 S. �`B 4'mDEOPENBOTTOM I•.Y UMRCF WOHI(�2, EDGE OF \�\ p EXISTINGGASSHUT-0FF 25 DEED \ TOP�BERM ^ \ - SOXCULVERT J Art WETLAND \ \ RESTRICTED iI I1 \ \_B6.Ox i / - INV 1�.�: `..\ems, /.•\ 15. Yf EXIBR__1_F G WATER SHUT-0FF NOLUTBUFFER F-ES. I VERT7CALGRAHfTE WFC\.. \t''A WFAA79 \♦ BR.COW. p EXISTNGWATERGATEVALVE TOP INV=89.26' �m I 14- CURBIH�Y. /A 1 I , AREACFLvxt\,. � WFA1B CAPE COD Y, 1 FXISn NG GRAfOTE PoSThWLHDX =dBUx f-- `s y '%WFA2 o FILLED -8 S.F. AS ��, DEED RESTRICTED N_ WFA14 3Q' BERM DRAINAGE WFA25a WFA26�• , • FJOSTING GIWOTEAOIXEE55 POST 1 SEPTC WODOEDNGCU WFA,I EASEh1ENT TANK 1 -� ROOF Rtft) �••-•� \ F � zh INFlLTRATIONAREA WFA-2a •• ♦ 1.I I : rr BUFFER WF I—* WFA13', 28' � '� 78' S6• _ �••A/ •/•WFA1 1 � WFA16 ���111\rrr/// \ ® EXIsnNG EIECTRIc eOX 1 �7s� /To 1 \ 1 ----- = \WFA wFAiz, - cn EXISTING CABLE BOX umiT OF 1 SEPRC SYSTEM u / WFAzSC EDGE OFQ, ,t 1':ORK 58'-y2 •. WETLAN/ Ty 1' .� '..h�t14 `'s- WFASI'• _ WFA iia / / yIJ I-1 WFPB •• /• 1yI��i,\ EXISTINGCONDUITFORTELEPHONEBOX } USE#64 .•�"N'Fa25F ��`' i 11 I pi 1 'I�I \ WFA10 - tel/! CI EXISnNO STONESON+D P TOP FUG.=96.0 IF 11:::iIII"' ac.u"rr w000eDNocur /� ..^;.� \\'\ I 1�( ..' I I RAIN _�. _2, 75 ♦ \ "' BUFFER ' - I ¢� r W. I I 1 .. I GARDEN //� ^,� � MFAADOED --- /% _( /:•:::i:;>' �l I(: .:::; s. TO N4CUT AREA REMOVED \ \ DECK Uh OF YANt1[ R5 _1'� /l9 Y};.;j iY,S.\� 11 \, II III ::ii.•• �I Uh4TOFWORX //./// / CAPE COG RESTRICTION FROM NOCUT \ \ I-I 1\•'r� �•.;:. �\ \ % 11 .. 1 I.1 /�• NOTES REGARDING APPROVED MODIFICATIONS: RESTRICTION /L\ �'� \ CRUSHED 1 \\ "w: :3.\ .\ 1 1 I :. :v �,�° -- �°r RAIN /^1�II ;;: ;:�1 I RIP-RAP =D ��- / / / �- THE CHAIRMAN OF THE CONSERVATION COMMISSION GRANTED AN ADMINISTRATIVE o ` _ SIB 26. 2s -aJ'-�-- \ 4•"?:. \ GARDEN 1 f =ii:i:? ( 3WA!E 7. _ . FOUNWTION mrrOFWDRK �\\ 1 ' I '•••• \ PLUNGE /�16� / / / APPROVAL FOR AAfODIFIED SITE PLAN FOR LOT I6-1. THE MODIFIED SITE PLAN I,` POOL j // / / ;&7 INCLUDED A REVISED HOUSE FOOTPRINT,DRIVEWAY,AND DECK. aiV=826 �. �\. �` '. �� LOT 16-4 �,\ Y:>; 11 - \ ' , /.� / // / / '�_ . 7, I �.••�.••-••.-� -:t' � i\•i:$:St. ���t6� // /,ti � ,e y ® THE CONSERVATION COMMISSION APPROVED A MODIFIED SITE PLAN FOR LOT 16.4 THAT - DEED RESTRICTED 6 - WODDEONOLUT �{ ten' ��- YiF c-e WF cs YfF Gm RIP-RAP /,;, NO-UT AREA 200 SQUARE TESETIC INTO FOR MITIGATION RESTRICTED PL NGE POOL r \' :: 'r\ A6 1 -� / / NO-CUT AREA TO FACILITATE SEPTIC SYSTEM GRADING.FOR MITIGATION A2605OUARE BUFFER I • WF C-t2 \ \ -i:i-i t0Y 10>/^ / . ROOF RUNOFF YjF GT WFGi3}.. -+.�,\YIF Gtf 1 \o Q ..- \ / ' LOT 16-8 WFCJ\•.�b - I INFILTRATION �• MFAREAgVED _ \\�\ -` ^' /�"� cad FOOT AREA WAS ADDED TO THE RESTRICTED NO-CUT AREA THE SYSTEM PLAN tri•' wF cz q P I a \'i. \ /f' 1 �/ p vEWnv ALSO INCLUDED A REVISED HOUSE FOOTPRINT,DECK,SEPTIC SYSTEM GRADING,AND /LR FROM NO-CUT 1 \ 1 EASEMENT THE REPLACEMENT OF THE ORIGINALLY APPROVED RAIN GARDEN IN THE BACKYARD WF Gt WF � H'F CSS"�..Ar WF Cdi WFC \ RESTRICTION I ��-\ �\ J ^ �w 'dam, rTF c1e WF GIB /T +'>V 1 WITH A SUBSURFACE ROOF RUNOFF INFILTRATION SYSTEM. WF G22 /' C_a WF G1 5T //44 WFC.• •ti••�• .. WFGIe WF F1ar•l[ ` rdg. .� OMIT OF WORK R \ AO. ROOF RUNOFF �• / LOT \\UNIT - INFILTRATION SWALE d' , I•�I .\ HOUSE#26 ® I CLUDED ACONSERVATION SQUARE FOOT ENCROACHMENT MODIFIED SITE PLAN FORRIC 16-5 THAT / �1 /\\ �� � INCWDEDA 716 SQUARE FOOT ENCROACHMENiINTO THE ORIGINAL RESTRICTED EDGE OF nREa / / S uMlroF wDRK NO-CUT AREA TO FACILITATE AN INCREASED SIDE YARD.FOR MITIGATION A 1,823 WETLAND /'68' _5O �`:I S�UAREFOOT AREA WAS ADDED TO THE RESTRICTED ND-CUTAREA.THE MODIFIED LIMIT OF 25'N0. r " 7S T �F'�/'�/ I \� L SITE PLAN ALSO INCLUDED A REVISED HOUSE FOOTPRINT,DECK,AND SEPTIC SYSTEM ' DISTURBANCE ZONE(TYP.)' RETAINING WWALL cRTosHE \ \�_.�/ y LOT 16-7 GRADING. HOUSE _ / ��y/ /^ uheTOF WORK m THE CHAIRMAN OF THE CONSERVATION COMMISSION GRANTED AN ADMINISTRATIVE t u) 050 APPROVAL FOR A MODIFIED SITE PLAN FOR LOT 31. THE MODIFIED SITE PLAN INCLUDED OMIT OF 50'NO-BUILD TOP FND h ) / /m/ �,/ A REVISED HOUSE FOOTPRINT. DRIVEWAY,AND DECK ZONE(TYP.) •� naves L �•/ HOUSE#30 fryT IN /} TN. LIMITOF100'BUFFERJ 1 AREAADD6D I X� LOT 16-6 ®201fi CHRISTIANSEN BSERGI,INC. ZONE(TYP.) O«+ ' I I I LOT 16-5 CONSERVATION AS-BUILT PLAN I FOR 1 sEPnCSYSTEh1 LEACHING AREA lo STANTON WAY AS-BUILT MATCH LINEA j /�i/9a -� LWORKF ¢ IN PLAN SEE SHEET 2 I / / / / NORTH ANDOVER, MASS.HOUSE#42 , RAIN LOT 31 PROFESSIONAL MAP 61 GARDEN ENGINEER OMIT OF WORK OF APPLICANT: GREEN &COMPANY ` $/ /(:.:;:':' ''•y; g/{� 8 i I ';:::::_,r.,:::::.i �,r•c �/ Fl+NP 11 LAFAYETTE ROAD LOT 16 SEP C sEPnc o ° NORTH HAMPTON,NH 03862 DATE:FEBRUARY e,2016 y x^ �;::i:•: D SYS E 1 Nazefiss TELEPHONE:1-80448615 WF \\ •�t 'Y;::i;''>y j_.'•I / / Taeac MEA AS-BUILT PLAN 'PE 29- REVISIONS: RUSSELL 100 - \�\\ qyl c 1/ HOUSE#46 �� •TS/pl,, MoscHETTo �\\ �.,�\` � ( ( \ TOP FND. 4o D 40 60 FT PROFESSIONAL ENGINEERS&LAND SURVEYORS GRADING L,, \ $ .=„a.g �� CHR/STIANSEN L,SERGINC. EASEMENT K SCALE:1•=4U ���' � � 160 SUMMER STREET,HAVERHILL,MASSACHUSETT TS O1830 SHEET 7 OF 2 LI G.CHRISTLANSEN WWW.GSI-ENGR.COM TEL978-3730310 FAK978-372-3960 G.NO.12007019 STA D+15-EDGE OF PAVEMENT IN BRADFORD STREET 125 125 FINISH CENTERLINE GRADE 120 120 CB#1 TO DMH#1:10 LF. 12'HOPE PIPE,S=2.5% CEI#2 TO DMH#1:24 LF. ------_� FIRE HYDRANT 12'HDPE PIPES=1.4% _--- - STA5+0DART -___--- _-_-_8'C.L.D_I,WATER ptA�N----- 38q� _ 115 _ �p\PE S� 115 Op 12'X8'TAPPING CB#5 \1i i' SLEEVE 88• STA 7+00,11'RT GATE VALVE iii CB#7 RIM=99.42 � STA B+83,11'RT INV OUT=95.01 110 RIM=94A9 INV OUT 90.11 CB#& Sh CB#1 770 = 6' \jA\ice/ DMH#1 STA 7+01,1 V LT \pE 9 P� STA=2+60,10'RT STA2+50,11'RT M=9 0.61 9,43 RIM=120.66 RIM=12 STA +63,11'LT INOUT =94.98 NOQ �� INV IN(CB#1)=116.18 INV OUT=116.43 RINV IN(CB#2)=116.18 NI94.5 VV 0.13 9 X10 INVOUT=116.08 CB#_2 105 STA 2+50,11'LT 105 [JNV H#5 RIM=120.73 A=9+00,6'RT DMH#2 INV OUT=116.62 M=94.68 Q STA 3+80,T RT V IN(CB#7)=90.01 INTERSECTION B#3 TO DMH#3:9 LF. RIM=116.19 IN(CB tFB)=90.00STA.7+03.57=STA 10+62.63 12'HDPE PIPE,S=1.9% INV IN=111.74 VIN(DMH#4)=90.02 STA Br78,19'RT CB#4 TO DMH#3:21 LF INVOUT-111.49 100 OUT=89.86 _ 12'HDPE PIPE,SS 100 DMH#3 STA 6+51,9'RT CIL GRA�DEATLOW� ��p.\� RIM=107.30 POINT= {QR INV IN(CB#3)=1102.2 0 INV IN(CB ft4)= 02.20 /5 INV IN(DMH#2)=102.18 CB#5 TO DMH#4:30 L.F. INV OUT=102.10 95 12'HOPE PIPE,S=0.8% 95 CB#7TO DMH 21 L.F. CB#6 TO DMH}14:21 LF.-,/ CB#3 STA 5+60,11'RT 12'HDPE PIPE,S S=0.5% 12'HDPE PIPE,S=1.0%, RIM=106.71 CB#8 TO DMH#5:23 L.F. ' INOUT=102.37 12'HDPE PIPE,S=O.fi% i 122 LF.12'HOPE PIPE,S=077%- �� CEI#4 9D _ STA 5+60,1 t'LT 90 ----_-__ DMH#4 RIM=106.64 DMHSTA=7+19,12'LT INV IN(6'HDPE UNDERDRAIN)=103.20 12•HOPE TO PIPPE,S=1.SY.5%ES.: RIM 98.57_ INV OUT=1OZ53 e = FLARED END SECTION INV IN(CB#5)=94.76 STA 8+89,45'Ri INV IN(CB#8)=94.76 INV 12'HDPE=89.24 INV NIS HDPE UNDERDRAIN)=93.57 DATUM ELEV INV OUT' DATUM EL 85;00 ttVV 85.00 ci N N 0+15.5 10+62.63 1D+00 9+00 8+00 7+00 6+00 5x00 4+0D3+DO 2+00 1+00 0+0D PROFILE-STANTON WAY CIL ELEVATION HORIZONTAL SCALE:1'=40' TOP FNO. 98.9 VERTICAL SCALE:1'=4' ' �. ::� �' SEPTIC O�DEDJI TANK "TOROCi $ LOT 16-5 RESTRICTION i i SEPTICSYSTEI,1 \� i LEACHNGAREA ' MATCH LINE A LIMIT OF ¢� \ / / /��/� '� WORK SEE SHEET 1 ,j;,% ,IN LOT 31 mow, GARDEN MAP 61 LIMIT OF WO. ({i R/1 �I`":: LOT 16 11DO/ sum SEPRC TANK LEACHING NIFRUSSELL iDO�tn- ��\\l•--'ae/ $ ( HOUSE#46 _� MOSCHETTO '\\ v'1�� I ( \ TOP FID. GRADING \\t,, \ $ .=IM9 EASEMENT ����'q � K u /`d�k \ ®2016 CHRISTIANSEN&SERGI,INC. ROOF RUNOFF 4\ \ CRUSHED STONE MAP 34LOT 4 y, WFAREA57 UNDER DECK _ � CONSERVATION AS-BUILT PLAN / - ARS i S WF -`EDEEORESTRK D84' f FOR \ to STANTON WAY AS-BUILT PLAN 1OPERTI S,L 6. WOODEDBUFFER CUr PROPERTIES,LLC r , r 9V WFA�' wPA-7 �*� \ IN OF LOT 16-31 & WF�EDGE OF CWFa= NAL NORTH ANDOVER, MASS. PROFILE OF LIMIT OF IDD I FAa WETLAND .WFA-T.5 BUFFER LIMITOF PR 1 ZONE(TYP.) p/ �W'FA8 WORK -- ENGINEER STANTON WAY LIMIT APPucrwr. GREEN&COMPANY A/ /J pulpa 11 LAFAYETTE ROAD OMIT OF 50'-�'I WFa9 NO-BUILD ZONE / am � ^� NORTH HAMPTON,NH 03862 DATE:FEBRUARY 8.2016 (TYP-) A' -m. TELEPHONE:1300-029-8615 WFXIG �,. REVISIONS: \ all AS-BUILT PLAN °anx OMIT OF 25' A PROFESSIONAL ENGINEERS&LAND SURVEYORS NO-DISTURBANCE 40 D 40 Eo Fi ZONE(TYP.) CHRISTIANSEN&SERGI, INC. ZONE �`� / � 160 SUMMER STREET,HAVERHILL,MASSACHUSETTS 01830 SHEET 2 OF 2 SCALE1-40'40' U G.CHRISTIANSEN W W W.CSI-ENGR.COM TEL 9M373-0310 FAX.978372-3960 DWG.NO.12007018 FOR REGISTRY USE ONLY N10°03'13"E / � Sewer ' •S85`28'09.E 36.90'_ 1, Easement o 61.54- Q) 576, 2E 579'7NIP 8249.95 3 y/ J79.93'O ,(\ 1 V' 5y/e6 1.T l- NB6°37'S4'tN // 63.89'�12'Yy 1` 9 \ 2/ \ u> R=25.00' -- 98.62 �..��� 25.p0 \ \ e L=39.82' rr.��socc 0/. / g .- 4=91°16'12' O 13.00'6°18'i7W 13.W'N13'41'48"E \\\ \\\ / Draina e or al Q' 30.00' ' \\ \ Easement I i e / e s\ `•'� I certify that this plan conforms to the rules and -� ;a regulations of the Register of Deeds. NIF I \\ \$ \\ 1 %'I I\ Cranfield Investments LLC � soh \\9 a�s�, \ Book 13569 Page 172 '?w - Date 25'Deed z\�s� Ss\ss• \\\� Map 61 Lot 125 °6 R=25.00' Restricted �m °`9\ss '-\F \y ,v6 ` L=41.35' 00\ \\ \any, N/F 5p0V ,5�, =94°45'48^ No-Cut ¢ N/F \\ \\ N/F \bo 7777 g. R=80.00' Roger Sheldon \y sa Jeffrey&Antoinetta Steely s6 Buffer Joseph&Julie aRuotologe 268 \ \ g 'oo\a. I Book 14058 Page 268 \ \ L=48'63 Book 13991 Page 156 \� ��°s Book 14027 Page 192 Map 61 Lot 1 8 \\ \\ -34 4543 Map 61 Lot 117 \ mg Map 61 Lot 116 Edo N/F I \ Cranfield Investments LLC 65 Stanton Way \\\ \ 51 Stanton Way \\ •\ 35 Stanton Way Book 13569 Page 172 51• 4`2 \ o Map 61 Lot 126 \L=21.02' Zg0 30.13 11'3 r R=250 00' S85`35'40'E 150.05' L-17 4A.93 Odo 7pPob��l R=50.00' N7a eTWE x.16°16'32^ - �� 5r •'3 4, a N' Oa Z / + L=47.79. 0 w� R=200.0 D' Stanton 44,29 Fic7-S���g L=56.81' -•.--_NBS° ��6 go N1 rA ro R=50.00' SZ 5993' L=44.98' 3540W 15D.05' L� ,� 535`55'12'E W Drainage L=g7.7g R=15.ro lR=15.00' 120.83' - \� XL�-0.�9.4 \ \4 \5.56' L=23. 503° 58'51'WEasement L=11.83' 29.22' 3.59' po S84'2r22E a 324°54'04'W NI � 37.61' i 16.28' m� 11 •ro NB3`29'45"E .-----S86°2S051Wq S7. .y 20.10' `\ v e } 131.58' R"80.0p V� S40°32'43"E�' !o , S24°33'38'E '.. Deed Restricted Reference Plans o N/F 5.59 I "�0 42.D3' Joseph&Tamara Byrne N11`54'1T'E �. Wooded No-Cut p Book 14012 Page 152 40.35' n S89°59'15'W Buffer S47'22 WE \oy, 1.Plan recorded at the North Essex Registry of Deeds as Plan No.16957 I�o I �� ��{` 63.14' 40.05 F` Shared '.. _ Map 61 Lot 119 zo �1 2.Plan recorded at the North Essex Registry of Deeds as Plan No.16953 1 S05`41'4T W�7 / Easement '.. 64 Stanton Way Iolu 6g°3i•4�^.y�'e NI.� NI ��°= 20.95' Easement '.. 1, S86`54'O6'W m m�S/63� \��9\ to �I�� S53`52'44'W 72.50' 1104" 28'VV •� \ 6633 `Y/0a opry/� 33.92' 586°04'09'E 115.65' 27.37' `76• u` 1 l\ 55Y 565 09 / / Legend o ses�s'4D'E 556`4733"E,/ 11 �• c'\�/p -- �1, 3 �C- / ❑ Drill Hde in Granite Baund p 1 15.66' `.J o 28 1 m �' IN F I 589`2B'4TE Deed Restricted 1.Za1^"�j�h ifOp N`'m o o,/W William&Teresa Brosnihan • Iron Rod w/Surveyor I.D. S7/ w /m m ,� ry N 39.W Wooded No-Cut �.,o' /p u; nl Book 13964 Page 36 O Mag Nail /`+2' /+o-++ _ Buffer R \''/�' Map 61 Lot 123 Board of Selectmen ® Dnli Hole `` $e600�?3� n' � / �-� � Z Tom of North Andover N62`z e0 `� / / N/F 26 Stanton Way z /•,C ?'OV ��h / Amy Finocchiaro Book 13859 Page 113 I pry y y/ z / /° Private Map 61 Lot 122 Right-of-Way 30 Stanton Way I certify,that the monuments have been set as shown on this plan at /ry / n / /h h/ changes in direction,tangent points and lot corners. N67°38'30'W/ N/F 18.80, ,y ry^/ DATE '. I certify that the property lines shown are the fines drvidng existinChristopher Balduino& 2/existing Christopher '. / nerships,and the lines of streets and ways shown are those of public Heather Sherlock 522`21'30'W / Hahn or private streets or ways already established,and NBook 14274 Page 51 30.00'at no new lines for / Justin 422580 Page 76 � / divn isioof existing ownerships error new ways are shown. Map 61 Lot 120 / y' / N31`00'OB'W Book 14226 Page 76 Chapter 41 section 81X / <L 25.17' Map 61 Lot 121 50 Stanton Way �ool\ 42 Stanton Way N22'21'30"E 18.97' N/F Michael J.Sergi P.L.S. Date Ramanathan K.Ramanathan Them ification shom above is intended to meet registration MO`39'31"W &Meena Vairavan Street Layout Plan Of requirements and is not a certification to title or ownership of property 24.90' N64`28'33W Book 13867 Page 157 she-.Ownership of adjoining properties are according to assessors 34.89' Map 61 LGA 124 '.. records. •\ Way� 46 Stanton Way Stanton ay s40°10'15'W I .SSQ� Located in 7.72• \°�Q� North Andover,Ma. 0 2ss�F N N I Deed Restricted w o 50 100FT Wooded No-Cut Date:1211115 Scale:1"=50' Buffer 6 36 A ase^bgProfessional Engineers&Land Surveyors CHR/STIANSEN&SERGI, INC. 160 Summer Street,Haverhill,Massachusetts 01830 vnwi.ai-engr.com Tel.978-373-0310 Fax.976-372-3960 Dwg.No.12007.001.017 HAVERHILL r STORAGE AREAS:OUTLET POND —�DRAItUGE EASEMENr V ELEV_ATION(FT.) DESIGN SURFACE AREA(SF) AS-BUILT SURFACE AREA(SF) �P"24 LOCUS 97.5 976 981 98.0 1,207 1,232 rcPAeew",=99pa // \� 99.0 1,745 1825 O STAMo11YlPY BOXFORD F.E.s.12 ! II 11 NOTE:THE 190 YEAR PEAK STORAGE ELEVATION=99.01 FT. III=ASA, g II � / STORAGE AREAS:GRAVEL WETLAND Illl OUTLET ELEVATION FT.) DESIGN SURFACE AREA(SF) AS-BUILT SURFACE AREA(SF) Grs VALVE LgWREr.CE \ l __W POND ( £ IAUIJICIPAL AIRPORT 0p� \ Ill sr.s R i 100.0 584 701 III II 191.9 1,398 1467 TOP ACVTSLOPE I y $ ///---12'XB'TPPPuiG \ \ SPILLWAY ELEV.=103.Y /J ftIPJEAP 192.0 2,562 2565 \{,. s"'E88- NORTH \\ \\ `r`- I 104 " .0 4,351 4,367 DATE VALVE D ANDOVER \ VERY— �IGRAVEL NOTE:THE 100 YEAR PEAK STORAGE ELEVATION=102.97 FT GwvaTE � 1r WATER nVJrJ WETLAND cuftelrm DnuTY POLE GREATP(PiDRD. 8-PVC PIPE p \ TOP OF BER1A=10.1.0'x e \� g `1 f� LPl(E 5'YrfATE PINE TREE(TVP.) BOTTCt.4AFILL SLOPE ,\�� COCKA HEN, \ FF \ LOT 16-2 \ �.\ \\Mn0\\ \ RISERIrtSPECTION PORT $ \ `li` Fy \ cecs bt g \ �. J RAt-103.12 \ F9 \ 2.3'ORIFlCEIlL=99%x LOCUS MAP \ $1 \ ury lrnDPE 1 O'�O\\ BENCHMARK: PARCELA /� �. GRAraTE PDJsrs ItI 12-HDPE DLIT=?l \ \\� C�\\ HWSE b35 / ` SCALE:1"=1000' �+ TOP OF STONE BOUND ,( \ \\ TOP OF BEwn=102.Oz \\ \i$\�$\ \ YP ELEV.=122.10 /\`O SLOPEDGRNAIE CURBII.G LOT 16-3 AABER, \ \ =1020 \ F.E.S.tt \ LOT 16-1 �5 z, �' / PARCEL B NOTES: TIN=101.34' \ TOP OF cuT SLOPE / " `TA OF cur SLOPE 1. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON A ,�,\\ COMBINATION OF THE FIELD LOCATIONS OF THE VISIBLE HW SE 665 WATER \\ 4E�\�/ HYDMNr WATERSHUT#FVALVE STREET TREE DRAIhNGE EASEL F EE I GAS VALVE / Oebi � (rrP.) INFORMCOM ATION CONTRACTORS LANSO RECORD.COMPILED RIG S MITA F ,yEr�, 1YATER SHVTdFF "1 °' / DnuE�1 / INFORMATION FROM EXISTNG PLANS OF RECORD. PRIOR TOP OF sewn �vgLVE Er,�t va.vE � ro/ ^/ \� 24'PAVEMENT WIDTH(TVP.) � TO ANY EXCAVATION WORK ALL CONTRACTORS, —— —�%e \9B 'rs_r' / a�/ / HOMEOWNERS,ETC.SHOULD CALL DIG-SAFEAT 168-DIGSAFE. FCAEBAY CIS ArvE _� --��` $ ./APPROMWM LaAnwJ r cB as += /Y�� 2. THE VERTICAL DATUM IS NGVD 192& /i� \ � �" - •.'• —<� � - /.� DF UNOERGROUta3 vm.muIIESmPJ LEGEND I T eae \ L• 6-X TREDUCER ,�caa I 1 1 1 04n0� I a 6'GATE VALVE b CfnH _.__ e � EASTIDG WATER LIJJE sElu.wAY 1 _ 1 1� tnoRANr .' o _ Y.g (IJFILTRATItSN / -i' / \/ / —� �----� YIATERSHUT-0FF ELEV.= 1 IS1 1. r---�— _� 0 8'X6'TEE86' \ 6 EXISTNG GAS Ut.£ B6.Y �BA 15 YB GPANITE VALVES FIXE 3x8 Al.83 I4_ g �- CB( Og / U! SLA 9TE GATE VALVE PERFORATEDB' \\ \\ADDRESS LOTS T88 .z EXISTII.'G UNDERGROIRID ELECTRIC VRSII. r0 / HCPIPEV&DRPJN \ \POST ,e EXISTING 8'—E SUB- 11 GRPlS P WLVAL SE FF (Tf a \ \ g1 gD0REs5 POST ftIP3WP I 1 1 \ 83x91 ti L TSVS,6FE 31 TOP OFCUrsLOPE \\ \ ® EXISTINGDRNN M1•N:ID TW ACUT SLOPE �o\ ■ EXISTIJG CATCH BASIN TOP OFBEwnS EXIS 4AIMOFENB.TBOX I­_VERT A �\ TING GAS HJT-0FF III=105.1's \ EXISTII.'G WATER SHUL#F VERTiG,`Ell raIE 4'N1Bo DPEN BF,T \ _ Ill TAA SEPIA RIP4Egp " CVRBING B11, 1.Ti \ BITCODE.1 E EXISTIIJG\-4 GATEVALVE =fi6.B3 INV=ES9// \ \ P E%ISIING GRAtATE POSTM1W LBOX 5-ImITE PRIE DRAIrUGEEASEA".ErlT / 1N \ • EXISTItJG GPNaTE ADDRESS POST TEEE(TYP) / 1� \ © EXISTING ELECTRIC BOX BIT.I—.CAPE \ A ) COD BERM \ c EXIST-CASLE BOX LOT 16B / > EXISTIDGNtANATFORTELEwpr.'EBOX —SE Pb4 SHARED // / E) EXISTINGSTOIN B. l DRIE VAY EASEMENT / STORAGE AREAS:INFILTRATION BASIN#2 EiEVAT10`l LFT) DESICJJ SURFACE AREAfSF) AS-E1ILLT SURFACE 0.REA LSF) / / ( 880 I 3652 66 4« <;. // LOT 16-8 e�orE TH=_too YEAR PEAR sroRasE ELltivAnai=ss oB Fr. r THE UNDERSIGNED CERTIFY THAT ALL UTILITIES SHOWN HEREON ARE AS-BUILT AS TO l LOCATION AND GRADE,AND ALL STONE BOUND MONUMENTS HAVE BEEN PROPERLY AND ACCURATELY SET IN ACCORDANCE WITH PROFESSIONAL LAND SURVEYING STANDARDS, THE ROADWAY IS WITHIN THE RIGHT-OF-WAY LINES AS SHOWN,AND THE SUBDIVISION AS / CONSTRUCTED IS ENTIRELY IN ACCORD WITH THE PROPOSED GRADING PLAN AND THE DRAINAGE PATTERNS CONFORM TO THE DRAINAGE ANALYSIS AS SUBMITTED AND LOT 16-5 LOT 16-7 HW SE b26 APPROVED BY THE PLANNING BOARD. a k' F- MICHAEL)SERGI PLS HOUSE 650 ,�O Q�/� HWSE 530 (9 LOT 16-6 PHILIP G CHRISTIANSEN P.E. 02015 CHRISTIANSEN&SERGI,INC. AS-BUILT PLAN FOR STANTON WAY AS-BUILT HW5Eb42 IN PLAN PROFESSIONAL NORTH ANDOVER, MASS. ENGINEER LOT 31 APPLICANT. GREEN & COMPANY 11 LAFAYETTE ROAD NORTH HAMPTON,NH D3862 DATE:DECEMBER 21,2015 PLAN TELEPHONE:1-80[-0-QM615 REVISIONS: rrousE 64s 40 D 4D 8D FT PROFESSIONAL ENGINEERS&LAND SURVEYORS SCALE: -=4D. csmCHRISTIANSEN&SERGI,INC. '... CHUSETTS 0183D PHILIP G.CHRISTIANSEN 16 WWW.CSIENGRD SUM14ER RCOM EL.978-373-03110 AFAR.978-3723960 SHEET 1 OF2 DWG.NO.12007018 STA 0-15-EDGE OF PAVEMENT IN BRADFORD STREET 125 125 1 i I I I ' FINISH CENTERLINE GRADE 120 CB 41 TO OP9 #1 0 L F 120 1T HDPE PIP,S 2.5% CB#2 TO DM19ryt#1.24 L.F. FIRE HYDRANT 12'HDPE PIPE, -_ -__B.C.LD_I STA 5+O8,iT RT -----15 1.-=--- --- ,38Wc_ __-__ ATER 1AA7 115 i .__ ..___ p1PE,5� i_..._ __.._. _.__ 115 F,�2 HpPE/ 17 X 8"TAPPING t15� i SLEEVE 88" STA 7+00,11'RT _.-.. ---___-_ ---y - // / GATE VIA LVE C3#7 9� .. CB#5 RIM=99.42 STA 8+83 1 RT INV OUT=95.01 110- _-_________- .__- 10 94 NIV OUi49D.11 STA+01,11'LT 5 88A�1AP��/ DA9H#1 STA 2+50,11'RT t STA=2+60,10'RT RIM=99.43 �P� //P, RIIA 12 61 RIM=12066 CB#8 INV OUT-94.98 Npe d ( STA2+T=116.43 V INV IN(C 41) 116.18 STA 8+83 1�'LT - �� /B// IN INC 1 INV ( 0�'8/ // INV OUT 116.013 C j INV OUT=9013 l // _ STA 2+5011'LT 105 _._..._..- _ ________ ._._...-____ _.____ _.....___- _ // ___._ _.___ 5 6.08 I _..._._......_._ - DMH#2 R =120.73 -10 DIAH S b STA=9+00,6'RT ! ! / INV OUT=116.52 ! RIM 99.68 Q STA 3+8 TRT INV IN(CB#7)=90.01 INTERS--.,-,. CB#3 TO DASH#3:9 LF. RIP.9 11 19 INV IN(CB#8)=9D.00 FIRE HYD(2ANT STA.7+03.5T-STA.10+62.63 7T HDPE PIPES=1.9% j INV IN=1 7.74 // Is 8+78 19 RT j INV OUT 11,.49 INV IN(DMH tf4)=90.02 CB 174 TO DIAH�3.21 LF- JT I 100 INV OUT 89.86 j 1T HDPE PIPES --- _ 100 DMH#3 STA=5+51,9`RT 7 C/LGml AT LOW MpAN// RIM=107.30 J fi/ INV INCE#3 12.20 POINT 94.81 /'(E/ )= /3(NP INV IN CB#4)=1 2.20 INV IN(DMH#2) 102.18 ;CBi75 TO DPAH#430 L.F. INV OUT=102.101 I95_ IIT HDPE PIPE S 10.8% CB#3 CB#7 TO D%�H#5:21 LF. C13#6 TO DMH#4'x21 L.F. ST 5+60,11'RT 12'HDPE PIPE,S=0.5Yo _ iT HOPE PIPE,S-1.0°_/ RI."J7 106.71 CB tFB TO Oh{H 95:23 L.F. INU OUT=102.37 j I 1T HDPE PIPE,S=0.6% _i i / --DMH#4 19,12'LT STA NUTG=102.53 NDERDRAIN)=703.20 12'HOPE PIPE Si-IO7Yy HD 122LF� � � I RIP.9=7W.64 DASH#5 T F.E.S.:42 LF. - Y 1THOPE PI PE,S=1.5558.57 ( Y i PI-ARED END SECTION ( INV IN�CB#5)=94.76 j INV IN(CB#6)=94.76 STA 8+89,45'RT ( INV IN HDPE UNDERD,RAIN)=93.57 DATUM ELEV INV 1Z'HD INV OUT 9D.92 DATUM ELEV 85.00 b O� �t t� 85.00 W 8 m S o N 12 N Fy R N cq 0+15.5 10+62.63 10+00 9+00 8+00 7+DO 6+00 5+00 4+00 3+013 2+00 1+00 D+0D PROFILE STANTON WAY CIL ELEVATION(TYP.) HORIZONTAL SCALE:1-40' '.. VERTICAL SCALE:1"=4' '.. ®2015 CHRISTIANSEN&SI,INC. AS-BUILT PLAN FOR STANTON WAY AS-BUILT IN PROFILE OF PROFESSIONAL NORTH ANDOVER, MASS. STANTON ENGINEER APPUCAN: GREEN&COMPANY WAY 11 LAFAYETTE ROAD NORTH HAMPTON,NH 03862 DATE:DECEMBER 21,2015 TELEPHONE:1-80D-42M615 REVISIONS: PROFESSIONAL ENGINEERS&LAND SURVEYORS CHRISTI ANSEN&SERG/,INC. 160 SUMMER STREET,HAVERHILL,MASSACHUSETTS 01830 SHEET 2 OF 2 WW PHILIP G.CHRISTIANSEN W .CSI-ENGR.COM TEL.978-373-0310 FAX.978-372-3960 DWG.NO.12007018 '..