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HomeMy WebLinkAbout2012-09-04 Planning Board Supplemental Materials (26) '\ PINE RI ISa,�DGEROAD I I I - I 1 JAMES a TAN.PAN R 212 I 1 tel: Nff J°NNBC°LLEEN DIAS I DAVI08 MAVM SLUNDIN PG•t` NIF • �. \a — — ——FOR — D°NN PLMARK E G O XYb APPLETOx sTRFET \ –" EX14ON6x ENENL — — g': --- - C9 A —— �,r,P MNcAY' ,Po HYDMM ♦ IZQ JOHN LVN9Yfl KAREN LAFFERIY LIAINY / rB ♦ ♦ SCO/S STRipT / / M_�M__g' � '-14- DWENWREIN jy N NR \ Nff ♦ / 1 b/e\ S–__ _ice _ `?'� JOHN.SUEAR PERCNAL ' {o + _ –�T 8 36$613.F:yF. ®_ _ � 8.\ E%ISRN.12® �\ r'• Z.BA= – r� / – k WATER MAIN <p'� ARFAWITMNIL _♦ JAAN/WET,Exr P , \ m < ROPgsE°°Rm PLAN &�\ i :a �a , �\ i L0T7 `♦� ?� \ e �,t�' 00' 0 40' 1. SF __ vxOvoseD / ° T 33.6CR9.F._ ♦��\ �Fq,,\ –3II_\HOUSE CMA=33AY18F. �–\ '♦��`\`y4 \ \\ ` i ice" SG&E:T_49 \ % GIt uRDERiNI� G�(,` % AREALMTHIN RS �_♦ a_Q8 ��/ vgaETATE°b / LOT B WP / 9 ♦, ZONE 25UW SF , G _ �Vr W\Q� A O I / 11RFA 3�2<93F 'S`Q, ENISTNO / =8�10pyTALRyEa� dRe�28./ x0 '/ ♦ CSA @.�, \� _ / I/ •_° — IINN '♦ '^� — / c.SA=2102.PEE OUSE ♦ '♦ zwtE+,ro,xtext_ _ N`♦ \ t4.. \\ \\,a.�'' > I � _ ZDxE=2s_ae6sF. _ fir\ o / �� $ �'' - =♦- - ♦ . - & / THROUGH-ROAD OPTION NF ' \` � PROPOSF M1 ♦ `` `gt\t �r4_``\ ZOZ ♦�\\\ \ r, '' ®R012[1$iI3DAN3EN8sERGIINC ANDREW aJOLENE y n\ ylll rd 3 �'p PNOt.$jSE �' f♦ �� \Ia`'ILOT S&F� z_ Y� �f9� PR USE E PRELIMINARY CONVENTIONAL 3„FTRFSa 02 �p ' __� �ra�__ABA-z68so ., &\ ` \ g SUBDIVISION PROOF PLAN fix _♦ s werssT.us`. \ � �o g AREdy'ITHIry Rs��_ a ♦ FOR zoNE„sbwro R, SITE PLAN ,�_ - -- - ♦ - °\_ .a,63 _ "REGENCY PLACE” FOR LOTS _ ✓ \ � �vRov°sD ter.,~,♦ \\ ` `\ s t, IN � OFESE FR SIONAL ENNNIEER NORTH ANDOVER,MASS. 4-8 NrF RqA� �� \\\ RECORD ANNABCWUDU gPPLIGM:NORTH ANODVERRE WTRLM LETWRNFAU REALtt TfiUSi /jG \ `_ �. \ \ \ '\M90 _ OWNERS: T'BNAHIEWR 68SPWNO HILL R°A° tET°N qd \ 6y ♦ \ \Fa/ IM AFPS"FER' NORTHANDOVERIMOM6 , \\\ \ :��? m NORDIANDOVERMAMM9 DAiE:A0006T ti.20@ bF \ \ Yom\ RFyN i `\\ \♦, \ \ `\`Aa .1 REY. �qY/q \`+y\h��.iPM'� ,mom $''4 \ ♦� `\ \\ 'o ® PROFESSIONAL ENGINEERS&LAND SURVEYORS NSF B"Noo6PI°13E° `\ \♦, ' \\ CHRISTIANSEN&SERGI, INC. numHva MICHELEOSRIEN NFg ��W `:' \� LOT4 \\ � '♦'\ PHHIPG CHRISTIANSEN 18wv+wcsVEnGRmEii THAMERHHILL.MASSFCRU62E�.ti2ONOD sHEET,oF2 B.�I ANFA=2604&F. \ \ \ ,\ DWO,NO.110itW9 STA 19M4-EDGE OF PAVFMENi IN STAGE COACH ROAD :.E)USTNGORNEY/AYTOMMAPPLETONZIREET'� us 221 WAIVERS REQUIRED: 1. 0.81 TABLE IS:MAXIMUM CENTERLINE PROFILEGRADE=836. 2z1 ___ Pv srn=us4m 2ze THE GRADE NECESSARY TO MATCH THE EXISTING GRADE IN APPLETON PY EL_-V=218.11) u�u n.D.=dila STREET1513%. x-:;ono i 2. 6.8.1 TABLE LAD MINIMUMLENGTH OF VERTICAL CURVE=100FEET. 230 7p \ THE EXISTING GRADE IN APPLETON STREET WOULD NOTALLOW FOR ANY SIGNIFICANT VERTICAL CURVE BEFORE THE 13%DOWNHILL GRATE. 21021B\ - 3. B.Bi TABLE LAI:MINIMUM KVALUE FORACRESTVERRCAL CURVE=30. \\�\ �n THE EXISTING GRADE IN APPLETON STREETWOULD NOTALLOW FOR ANY Ze -FULLY COM lUANT ROAD -L GRATE GGGNIEICANTVERTICAL CURVEKVALUE BEFORETHE I3%DOWNHILL 212 212 \ 4. STREETIKRERSECTIONS SHALL BEDESKSNED MINA FLATGRADE(NOT 1'---�' GREATERTHAN] )FORA DISTANCEOFATLEASTONEHUNDRE1)(100) \ FEETASTHESTREET APPROACHESEACHS/DE,ASAPPLICABLE OFANY tae 20B INTERSECTING STREET. THE EXISTING GRADE IN APPLETON STREET WOULD NOT ALLOW FOR ANY SIGNIFICANT FLAT SECTION. 201 __ 2W Iq EU S = 30 \ q \ 189 EIEV=2SS20943 \ h \ A.4=fi50 19fi H=1519 PRR POSED CIL OF ADE� 192 PV19 A=fOH1d8 92 \ \ rEXISTi GCIL GRADE .=2]a , P =3].01 \\ OG VG 100 iB0 \F 1H \ 1M ICO \\ �� 100 179 \ Y_ 1]O m 172 ea " 100 GAlUMEUW OATLM EIEV VA. 181.W — ^$ "� ^R THROUGH—ROAD OPTION R$ Rm 8m ^G 02012 GIRIsnaNSExasERcr.INC IT.GD BMG 15.e9 1..9R 13. 12�O N. NRR 9.99 9.99 PRELIMINARY CONVENTIONAL PROFILE—APPLETONSTREET SUBDIVISION PROOF PLAN HORIZONTAL SCALE:1'=4W FOR VERTICAL SCALE:I-=4' "REGENCY PLACE" ROADWAY IN PROFILE RO ENGGINEERINEER NORTH ANDOVER, MASS. RECORD ANNaLC1AVDIA APPLICANT NORTH ANDOVERREALTYTRUST OWNERS: NMVgHlEWl2 aa.P...11L. L&APPLETONSTREET NORTHANDOVER.Ma01915 NORINANDOVER.MA G,615 DATE:AGGDST IT,2ll12 REV: PROFESSIONAL ENGINEERS BIAND SURVEYORS CHRISTIANSEN &SERGI, INC. HA SUMMER STREET,HAVERHIU_MASSACHUSETTS 01030 SHEET 2 OF 2 PHILIP G.CHRISTIANSEN VAW1C94ENGRfAM TEL T0.l]SN1G FA%.Wffi 72d960 DWG.NO.ItOP009