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1995-10-23 Recorded DEF SUB Plans Jerad IV
y y p Key Ma a Scale =200' Ta bl e Of D r a w .i .ngs 0 r � ^y ' �' R a a d 17n °°�` l Title Sheet 2-3 Survey—Lotting Plan .b c"18 i '% ` wr+\tl "� `�\` `�. 4-5 Topo — Utilities Plan tiJ � /I Ff.JtA. \ Arcl, OJ �•.�� flood % i , PMK,- , a�'kJa, F�tA � 6-8 Survey o t find & Topography �" w \ Plain..5..,..� i ; — C o a v N Inllsm 6 y—Ibleen \ ' Ally—s _ i ,Pow�e y 9 Profiles Drainage Plan w � Qb �= ,`� .' + £agn�.n` ?°° 90 Construction Details - 19 1 �°� i '� ) 44 Definitive 5ubdi v1siOn Conditional Approval•� o�Aa iA. P.E / + Flaad Plain••-\` \ / iw r comew t 12 Special Permit R.D. Conditional Approval N o m ,,` IB � � 9 1,'k,f, i �.,,..., i 5pe�/ Construction D.�-tails C)tails o ~� ham°' i P 25' No Cut Zone 40 tuW ° i v 17 �� � 4 50' No Construction Zone 50' Buffer Zone (No Out, No Work Zone) -------------------- n 15 P' ', + i - 100' Wet/and Buffer Zone ------• 1t• F. Vie,+ 6 , Parcel A 83 1• `� 42A—+i- Bordering vegetative wetlands -•�. 84� •- to ) mM1a,,+1 with flog numbers CB ca Catch basins with drainage lines mt B + Continuous row of staked hay bolesb backed ith pen Space \wFNw i DrainagewPpifgte7ofHerodwall also Limit Of Work . - H� — q Eq t i 11 10 Drainage section (reach no.) ' o " Existing grades -""-,`.Iso Y �l asorge a than w p U 3 W i l sheet a Existing stone walls n o v v o Sheet B '•\ + �'i Sheet 7 Finished grades (Limit Of Lot Clearing/Grading), 56 CI) by i i N/F Roberts } i Waterline, Tee Valve & Hydrant / Is—ee•F s °'y r•'� i w.,,..n i Observation pit with number 3 ft fr t dmn>dr�l FC.HA. m ya Flood Hain--.., Percolation test with number P95-10 1 3 Nmry a Ro°kweJ.F. O O, i ' to �-'w h y &mod Open ca Parcel A~�•f-•• \•. TOWN OF NORTH ANDOVER x o ° °Oa az i i 42 AC°''/- OFFICE OF THE TOWN CLERK y o 15 ao. 29C + •-1 i ` i S FE6.�23A Ig91r 4,q y 5 0 �'� �•�""• \ )'� Flood Plain:. i ' i + ,`"`,. This is to certify thatuon n- U p C`9A ,LunsmtNua.1 + 1 receivd from the North Andover Planning e A Board"a certification of the approval q • , i i i of this plan, and that during the p Pas i ;i ; w i Twenty (20) days next following l have !h D;C-1 i' i i i received no notice of any appeal from p ° R°man er1/e a R° "°e °r1`k°° ` the decision. Locus Map k a cmaan �° \, j \ I Scale 1" =600' Borco Ga tD D d— Aa-y a,cared cevd°-° k ,k 'eu) \ \ •..,": Road o 4pc Town Andover Town Ckrk •:.� 1 �. f A / o Dote:___10 t /99 10 Assessors l ro Map No, 105C Parcels 14 & 15 F.E.MA. Flood Plain Line Taken From Community Panel A R.rimer 19 o d _ l certify that this plan was prepared Q & Mop No. 105C Parcel 10 No. 250098 0009 C Revised To June 2, 1993, Shown __,& x r o r d R o ° in conformance with the rules and As Zone A (No Base Flood Elevations Determined). �~ regulations of the register of deeds. This Line is Only A Graphic Representation. - C Zoninc District 9 ' 9S f r e e Q) Q o (Planned Resi entiol Development) R_1 Residence 1 District Dimensional And Density Computations ', oaRsmon Dote Pt.SkRRE. o to N 3 S 0 200 400 600 800 ,Q) rt cone/es ro 1 6 co g Requirements For PRD Total Parcel Area ............................. 4,182,784 S.F. 96.02 Acres m f'k O (Cf lb Minimum Lot Size = 21,780 S.F. Minus Parcel A ....................................... 1,829520 S.F. 42 Acres +/- `Q ; O 600 1200 1800 2400 w Minimum CBA = 16,335 S.F. Minus Lot 28 C 335,165 S.F. 7.69 Acres } Minimum Setbacks (Front, Side & 0 0 o Rear) = 20' TOTAL (PRO Subdivision) 2,Of8,099 SF. 4633 Acres.............. //""'')� Minimum Sideline Setback Of e o , �./"��y'- t���Q� U. -,.:,p ' 'b 0.01' Allowed Provided That Roadway Area .......................................... 93,623 S.F. 2.15 Acres a ro 0, Pf te+n.��upea(q_ Q) o Abutting Lot Has Req'd. 20' J // Lots 1 thru 19...................................................964,045 S.F. 22.13 Acres Jerad P�00 q U C"1 y Ben C tl 171 a I ]f S : Open Space Area .............................................960,431 S.F. 22.05 Acres LL�,rti►tet�°LO Cp•� t� ) M Road, 1 t �e1� .� Q> ,ro�° TOTAL (PRO Subdivision) ..................... 2,016,099 S.F. 46.33 Acres BY 1 = Starting Benchmark - Head Bolt Of A Fire Hydrant c 7(�L/'ti 19�tii' 9 x7A•"1 Located On Left Of Candlestick Road®Entrance To 0 en S ace Area Required....................... = 706,335 S.F. 16.21 Acres derad Place - Phase l Elevation = 173.34' (US•G.S. r2,018,099 S.F.)(359'� Datum) U load For Open Space Required...............= 529,751 S.F. 12,16 Acresi BM 2 =Nail In Pole 3278119 0 Entrance To PRO Subdivision 06,335 S,K)(759) i (V y 9 On Boxford Rood Elevation = 139.24 (U.S.G.S Datum) 0 en Space Area Provided.........,.•.........................960,431 S.F. 22.04 Acres BY 3 = Nail In Pole B1541182 On New England Power Company [47 x) (� Easement Elevation = 126.07' (US•GS. Datum) U land For Open Space Provided........... 721,547 S.F. 16.56 Acres 102'. Job No. 1449-IV 0 lxcow 1 1 s R->ppo �, P l a n ° � � o S?\ E,C Op Q) [ ql t 38,p9•T\O'�.�. Se'roo, £CSB Fad. ,� scale: 1"=40' ) V b y.y o S 76°57'00'E Pole _ HeadwaJ/ 7 R I I R \ ( ena r d l p oh w m L=1210' \�o o =` p le ��oriob/e W/dths - 1936 Essex County La�Out 1 L a d \\ L y Jo J I\ \\ e=pt°os'2r' 2'2i Bq9 h \ / Ecs'e F„d. I I w `\ Dy •t to \��=5,qs,4=2 S7 / Guo-d Roi/-�. - e --- iron Pin \~\ ' ; / / \ \ •C Q�D \ Fnd. o `°R=30.00' ' 4op- o'Fa /t>ZQQ p �HeodwoH�135.36' Se! ,v \ I I\ \ N c>s o, oo .!S' S 76°57'00" E 7�6°57'0 ; 52369' '--- > o o d=84 59'330" ro .10,% L=67.91' •�. \ y>� \ \ �°r ra••90' _\ 4=06 23'41•, `-37.q{� 388.33\` r add / 01 3 �• , \ t � �30.00'/ « 2 23.2 7' » \ DH Fnd. ` G / d- 4°5 ,JO,, �d ��p \`T_ �/ O`�� Z /tftify th this plan was prepared I I n o fill I fol- / / ✓ = \\ �o in conformance with the rules and * regulations of the register of deeds. 1 g /I I /F � I �o ° I q �. / bsvvasL. u cu1 Zz 96 i 19 /tl I } / / / —— I 1 t \' / 1 / a x (=fG�%'�/^""' Z ^ ` O P- I I 1 -Re t-ention Pons And 1 \t\ / / Draftsman Dotee� Drainage Easement r4- I ' New England Pr Wer Comp�ki� // k o I /Or A / 1`,; See Plan No. 2642 in NER.D.) , DH Fnd. z `� I r '.�O a ( 1 / Paul&Patricia .� 1, / Driscoll r 0 40 80 120 160 1 m t j m/ %k o� ,/ N ' 1 // y (See Pion No. 9325 'Io o r y ^� t o / \1 I t ht N.E.R.D.) 1 m o V `�t`I� / iYilliam &Kathleen McManus � IIV 1 (See Plan No. 11878 In N.ER.D. o I K' t l a i n ;d s h ' older C rnP ; ./y _• �� I Z u / ' ,�°/M� E\ En9fond 200ide t Nf ) 1 New sernent 1 z I a � � � � III �o. N o ,•ram' Ea m Flood Plain...... Q N N N ate: 1� Fnd. F.'EM.A. Flood Plain Line ' F.EMA. ......•. Taken Fran Co—unity Pane( Flood ROM i , t No. 25009E 0909 C Revised ` I I, •�' \ O "tie To Jane 2, 1993, 5h° As Z n.A 'No 8°se Flo d Elevation, Deternined). Dimensional o This Line Is only A 6r'afkc E it 01, enis \ i - '1y 1 ' Representation. A°25 5g' / �mROO'" /1 (11\ i 11 l �srS� J —1m`` � 1 N� 5 w�15 \ \ �. ( `� Ae8AS6 \�I�__. 1 0111 1Q ; Q< a�oe 8 -�. k F , 1 1 1 tron An �, E -�1 \ \I N \. \ ;'�• 1 ° 11 i Z N Fnd. ,/ }V r^ \ \ * ` �•�,_ `I \.. D fo 1 n. t `; 4 56 ore 1 N S eN, er 1� \f1A`Xss^ s 50, 1 90tt .-� q 3 \T \ `•� -_- •\ ssF 0 r \ a (Total tor) a� \ \ �\ `\`_so'�� s re�_ .`1 , \\ , ` �.. a•° c •c mNv 60,826 S.F. �t '1 1 w °\\ �? i {'�� vV �„ ; �. epy S 1.40 Acres ?, p 104,367 S.F. �� ,'�\ F s�9 �. , L Limit 0/Dimensional w• .1: S 1 2, 2' \_ '\ Wire Fence N in n o r m / m ro i w 1 1 \\ 2.40 Acres 2s 26'�S„ E on free a e o o „ o Re Wrements }� _ No t.�E`-- 1 q0./ 1 Q U O 4 48,275 S.F. '' 1 \\ 302 xB00 S.F. 00 `��50, �-_ u(Z q 1 , Fnd. ' 1 �\ ( ) eta•^ `No Co s!r-i,Y: '�P I\� 1 B8\., ' '� m o DH/Fnd. 1.11 Acres \!!1 N °O s" \ Upland=48,275 S.F. P 1 ° �� \� ^�k \" ' 1' ;ro\. (222 x) \ v Fnd. 11� \\s7229'2� ( 65,474 S.F. ' /` 1.50 Acres `, tron Pipe o, �8 m�1 o•off h\\157.00' \ ;� �// 1 , Fnd. °40 a o rn o\\ Upland 57,155 SF. �'', "r // 1 $ 4 69' \�-1 `\o•�r�.o o ate\ (262 x) 11.22' Zc i y 246 1 �. tt,t It w p\\ = t\ r 1 p`\6,jip NV, Od\\ /// I 1t , Q �.�.ocn:an v \\ -___� i/ �` \ .....1 1 Cj--lt u N• r° S 7> q10 p„E 87, 11 , ( � 1 37,695 SF. N �� \ u lssos' N g6.68' i o ( 0,87 Acres �I; ; ........... 0 1 r Upland 37,�95 SF. V � ` I to \ � 0 1 ' ,1' p 173x �11 y 1, \\^ Elizab C. Pratt I � \ `,;v ' � Elizabeth F. Perkins � +' V o \ 0 1 Elinor C. Bemis x rn m of +�(D �w o 32,693 SF. \o' �.1ro� n tU N 0,75 Acres w A k♦ 1 1 1 , (b ~o (6B) N �p� N v Upland=32,693 S.F. AY all Julie Clark& - ���o (15ox) ,`�\ �'1 Michael Cronin l ` `= t 11 (See Plan No.11878 In N.E.R.D.) \ \ `� ' \'�^•1 1 t �8" W �' J '� t s Q) �, o g4p8 :1m � 0� 1 K e t l a n d 0.,o�bo •\r�W \ ` `'x 5 232.19 o ( o \_ S 72°2--q%'j.J'''E ,'; a� % ' Q) L? W e t l a n d s m O9 I in rn l , ; 4 N p o °�� �� e +� "i 4 , 1 it ry tv o 1 1 u on n v 1 j 1� t o01 t CO O �" 1, 5 1 / 35,824 S.f. o �, m 0.82 Acres rn o 11 E/' E 83,590 SF.�Q Q'�' p Upland(35624 SF, n Na 11 \ 1 i ; 1 y o h °p/g'2./ I 16L�0 1.92 Acres v 1 b o (1s5 x) �' ;w�'� 11 A o, 1 2f Q1 I { Upland=45,359 SF. p ✓ N� 71 , ;N-•VVV 1 `+1 c� .a y 65' (208 x) q N 1 \\ 44'2 9 95, -- -- -- ; --- - Job No. 1449-IV l,Cos �fatclzLine�SeeShee2�2 h s / ------�'=--------- \ � - \ ------- ----- -_F ood Pl,n- - 5' \ ' 17 63.9 32,. E s4 0¢ a !w 1\\ f,. \ `Id"1... E M A.;f/ a la. 45 A3 1t'\o \ o�o �j ;o`\tp��-' \ \ \' V ; �. �,ti,+o y g S Dora C.Pratt S Sal \ \\r \ �1N n 33,629 S.F. s, \ 1' .............� y?SSA! ' rlizebeih F.Perkins l C NI �`o +'' ' rn 0.77 Acres ' F Z '2 41 BS /416'" Elinor C.Bemis m 1 �1" W , \ (l v�\r \ u o o �,2 \ K ! m m Ut 8 48.3 N �N Uplond=33,629 S.F. �� 9 .' t� L 9 \o a o o= a> a S 524.09' \-\ `\ W\� \� 159 X 2 ,�. 9e Q .b 62,336 S F. m ( ) 2 � �� Poles , E'd � ao f o"� '�• °i 1.43 Acres CP \ V.19 5' � \ f s Ate" a c m to Upland=29,317 SF. \ .,\o o \ a �'�O 0 .1'.. (135 X) �� \ u= 1 ; ` \ . 09 'y. I�- N y I Zi J o ��5' W ` ow R\ m \ \ N N g6°12' ...\.��� •> .a Wa+ ��'2„ E ,;/ , ' \o -,t 85•p0 \�aa'- o ��� rD S 8g°15'2 / / o Pr'\= 9 C ¢�i`�u \ 9u(fet \ n 1 1 ova y \�� 118.38' 40,116 SF. ; ~ \\` ` �` •\ W �hE y j`� W "\ 1 r 'm, ,'; 0.92 Acres t�i I m m (n ZN \\ g3 52 25' = �N \q ��\ Up/ond 170 X96 SF. I.2k° 'S3 0\. _ - S 42 �'°< � .ri', ( �� rn ( ) Fj1 \ 28 a Q�o o- �i `fl� `r .+ t i " \' ` \ x w lsoloted Land m I I c 0 �� 1 5 \ \J v. �: \ w'\ �_<j tSo Subject To `1 I I \m1 Q b 4 5 5 o W \ i J �.- 'p a�' o E' ', d ' Q I�' w. �ocJ�\o o� vo ',' ' Flooding a{ r� 4i> i 0• 'u` Ret\ tion Pond s 46,759 S.F. q 5 '-. : .n e5 fad• atP ,Oraina e / pSv� - v aa2 Eli 1 ���ON 5$ER u \• a se,4ent...... 1.07 Acres y2 5r SC 51:T'' ` va "oe N 36 v �1 a0k' a. 9• e <J' N cP Upland-34,081 SF. 9 t,bo dad �o' 1Plled M 'o� \ �' s (i5s X) 11 Y\qec r o C a e 1 r; 5 Z \o\ l5 od et \ao N w �I bv,.r y,� o\N 8k`' %1b8'y� \�\ $ \ C) o 59,022 S•F. \ �. O x •: y55 ee cam\sw �%' I -��:'21p' •' S \m\ ter, 9 -� 1.J5 Acres V. 1 116 14 \`\\ ��� \ fp/and(210 X)40 S.F. 40,737 S.F. 47 \ ......_-FEM.A. Flood P/aln..........`r:\'" k'� `1t , �n �:9 Acres3.69 4 \ z \ 2 p8 /9 No U hnd?2e,ss7 SF m 2 1 eeter �\ \\\r'o Q\ \ 69�. v� o \a\ S 160 sob �'N `>'- N� Q 1r A `` o .r.� \ F 1 ltkb �. '9= .Sp" rib) \ \\\\ 13 `d \ -/ 49,981 S.F. a ... y 40,220 SF. 0.92 Acres U \,1p- 1.15 Acres -o land=48,522 S.F. i (5 C Polo o>'••... _1 v0 Z °�N u� \�\ \�\ \\\\ ptard_(932XQ)299 SF. U\ �o\ P (223 v / o sc�RcAlx \�.� / �01 l/(.'ta�� �o � ....... a_ _ 9019�ay' \ \ \\ u 1 ; \\m 4E / h . o vi �_ \ \ \� ` Dior 15) ��'"•........ o 6 2g1• \ \ .r. \ \ o CO; 0 ' \ m S ° 4, � ( �. u m a� o. mac. S o. \ \ 0 48.8 ..-y.�... `� ,2 D8 / 5� 17" E ✓ ' 110 I U v w ; d s �-.o�. �`o o \\\ N &} 1't04 63. + \1q t ,� r��e�l m a�e e f 010 116'/ti0 '3)gaf da,s ase \N ��p/ �r c f �o 1 11 m Z N v1 969! 1pb(tn rJ 39,062 S.F. ' 11 , i v O p m k N\ \ 0.90 Acres nn Upland(37,911 SF .o c •� .c v Hata, - No p 'Y\ S �J� \\. \ ` 1 'D+is c�\.\\\\ o+a 174 X 1 ' l y � "" '� FE.MA. Flood Plain Line Taken `� � \' o ``� 54- \ ` \ \ `\\� \�' \ \ \ 0, ,' Poles' I I T/ tib;h� x .0 •E o ,� From Community Panel Na.25-00se a� 1 gCy B t0 0009 C Revised To June 2 1993, �a+ lie t Cf Shawn As Zone A C N Saae F/nod \--. P Cl oa � \ awes J�DlcDee Elevations Determine `s Z 38,788 SF. \ \^\ °ir d). This Line rn o &J 15 Only A bra hie Re reseetation. `m/ ` \ \ \ \ o �' sa law Y P P �� 0.89 Acres \ c\ a o yl ,Da St .m /ard= 17,440 S.F. e�`�•-.a e 9 '//- -.f..' //(80 X) fnd. 14 32 h ape d`4a e J !6 335k5 \ \�\ wen o cy9 Pg5) S 3 \ •\ `\ \\o \\ .:. /�in�\' 1`, /j �� ' 1 5 5395, $dp(r'eradl��1 Open / $fie11 (p1d p°t0d5 wa N 11 \ \ \ \ \3 3'1. o� i \ �\ ;Space m 43,146 SF. 2 ry l 0 1 / ?, 0.99 Acres ?° �� DH �' �'- Upland= 18,727 SF. \ lJ \ o. / ' �. �- o pN Fad' or Fnd. ln y( ?� r_o (esX) \ % \\ �u ' �// (� \ 1 ,I o UllSe& ��: �2?4 S g9°44.0' r J z\ o \ \ �\ m ' I -FEMAI ' 1 at k �i. B: 52 6D&ttiu Na �js 7S \ w\Y \ \ \ / Flood onY� ti ei °'= `� \ \ \' rn \ '1 'f , Oa1nP \ R=30.00' V � P/arn all ,` vl \ .•f. Ne' 1 e t Pw ' Wide (Seer N.ER' s7. (51 gcli�la,a e Fz \ s p \• d=81°52'Sit" I, ''/ Ease s(g„ let Sabd .o_ \ \. �L=42B7' \ „ I I De tail��at f�) Pei,e�acej9g5) e t`J a n d S °/29 62 \ \�� --------- to Ellae �\ N`SO�R 682' aDe Oeh J��11211 y ..r 212 \ \ `\ ``� Scale: 1"=4�tah ja ��2k DH S0i L 1581 at,Oalad o \0 1 O \ \ �\ \00 k h h - ^ ' t +'°^ I t' N Ul Q pe6 Salga No. Fnd, !y P• 0 0 .� \ ` qIN , \ ; ` + a See P10 81)•) t' W No 49,779 S.F. \ o O /� ^ J^ _ - 11�11� m 1 \,` i�'; O O U ( to 1.14 Acres , O b o '`�• Upland= 19560 S.F. f o , N o� + ' ~ Z p (90 X) Q L�✓�An. �2 so t ��� Ay����y et � N �� \ t 32� /1� ro 1' 1 1 , r •q U C� Q� C�o CY[e bco- , 0 40 80 120 160 e � Ieels°°Of'Jd 11121/ .'--_n :G�h z �s os4 A'?tigp°��1 fi\`lyc� 1Y ' d `"�C�p� �Q (Ptd p°t° f /��GP `\ �G \ �� e t l, n d �1�916 g.a�An� l certify that this plan was prepared / t tl°\ \� `\ Open l\�\m N ' in conformance with the rules and 4 d ° A �, \, , b (� 'O J i + y,, Dorothy C. rat h regulations of the register of deeds. \ \ \ p ' ,v'\, 9 9 s_ g \\\III n �i S a ee in Elizabeth ,Perki s 1� b / r oro Elinor C.Bemis /Z� P l a n \v ,� 1 I p [yam Draftsman Scale: 1"-40' ,C_.✓C —� Date P.LS&RP.E. - hry ' + m `�(� Job No. 1449-IV O J IB'CMP 41 ` y� L h ^I -0 ��?.`F`JJ �� ��\` ',�a 1"6 w. Vo J'p?. _ �'? 1 a 11 O "` ".1"�C , _ ,/� 4 < _ __ 134 Scale: 1"=40' c w UI I I� ; i' ` F✓ '� 8 e' �po% `_ \• .� ""--132' � �-138' I" 1 1 � r'' 1`�Q �._ ```�``�� ( � + - vn (To{ne_Re%toted ``` eW,ed 4 ' I P. `��--. ` __ n 7 J ECSB Fnd.-..... \\ \ F9 -T '.-ECSB Fnd. - _ - _ _ �q�s�_rt�/9gb4LQ'2�E1•I� Fnd. '�y la a.�P I �`Pub/ic!�-`Vo�iob ---- - \ `��1.(-Q¢-•t-�'.-: �; 1 , Dli `, � ,n" `; ' �hs -,>B36 F t O ,a d `Q G�• �(STAOapo)� _ - _ -G u o r d R o i l ' i r' •--C u o r d Roil 6AG'TEE - .-- ' ' , \ (a ` J�. -- .'' \ 41 y 7.z `:0 - _ _.:x.-`.�. RAHT `- _- `\rbon Pin_ �.� / -'- ' 1¢0 N Q`I '24"Oak , _ _---___-_ Set , '1 ' _ __ _ .� 'p m O OH Fnd. �`,` \` � o ' � ®j0 fend aJ ",�" I 1 \ -'ECSB \t' \ '' j50 ```\ !x' 3SLOPE ,`, �\' ,T \\ ` , O (� ��h `11 ,� i A, \\ ` ,', yam_ l ce 'fy that this plan was prepared 1 1 __-__=' �fzs' �';% ' .�' \ ; _ lx y a in conformance with the rules and regulations of the register of deeds. �.� 5 N'F LTAIL 5H� TREK H _ 1 Ex ling , �"�r`Y-.. (SEE DEYAIL SHT.fo) ,�' ';.' 114 \; \ --`�W°r��x \ Q �cry o (To Ere •',i ` 6 _'____'- _ `' 'i.• ' ' \ Ii i -T'x c xJ \•y6 W\f l� Remove w J A96','' \ I I , � --------- ' 1 r4 i' AB6-�:- AB7. � ` '1 1 \ 1� `` roRsmon Dote P.C.S h RP.F. _-------_ i PoN t 3 �\ 1 1 r 85 .Net EnglandY/per Comps/ / ,,, ,. -1J4 -134 DH Fnd.` ,�,`\`i 119.4' 80 120 760 / O t 40 34 ------------- , WIlia Kathleen McManus pp lere rro ne A 4D of a e, ,�' I r rl...lr'i i i E Bement 9 ' \ 'Y \` ` `\ ,` n A83 TY e t / o n 3 t; ,Englando,,e( r' I�A y I , 30200 sw" ,; ``, ' ' , , 1 _13 14 U: , , , A _/ •� ////11_ A ,'t'' -12B t W}( + 8 iron Pin_i nl p .� ./,.'A706� 11 Fnd. (•..,. TI 1, A87 YI 719.5 , ` A1�11--'' ,'^I 80 02\. I ; ----------------- -• _ - 'f``` ,' 28 12 `4; a , `---- r'J y l o a a 1, I7I , I \ --- i `.i.i`,` , 78 119.2' 11i i" iron Pin A76 Fnd. _ _........�, , A105 11 5, 122 12J4' i ; I r _''f'"I '26-1�.` .e�`S , 1 \`` •\ .` 'ID {II`7 i' ' 4 1'' - _ - "__ �.`a Y`` _`i__-� 72 _. 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Bemis64 ryo Julie Clark& Michael Cronin 1 . \ sJ7Js;' - �`. - ; ; � s Q, �Q \ ` ` �` ` ``'`,`, n d s 0 a \701 i `, I,``,`, �,S-fi' ' '?, '`;````i 93_i Flo 2 9. 15 in d '11 122.8' , d, n ' , i'1 1 i '' i�ol a. 1 1 r'i C-TYv) .D ,`1A1, ` 7�I ; , ,, ' 12J.4' ' J r a , ` ' '' j ``r t '� i for874 c ilol E �1 aEsckE p5 1 1{ 1, vs.B' ' / i��' (,,' lnl ° Z�. ,,Cr(PP9- `�'p�I i", '' 1 `\ 122T i�= 1 %' , /r ; ; ®`96- , , , '' �°('` ,11 ; I I As2 ZL 176.8' ''' ' 'i` `, ,' 1 p 1 , 1 , .� "y'.�,f, •y 1� �h { izls' 122.r' \,ol , ;5 \N �S z2't r`j{ '°o ;;nsr 1, 1 O f y P 95-2J iq2 - Match Line(See Sheet 5) Match Li (See( e Sheet 5) ---- -- --- __ _— —_ 'fi , ITI ` T—__` k0 ',N u,is \ •{ra`�'e; �`p `' `A60�. i ^^�� Job No. 1449—IV ' j zap I ,yat -She-et 6hLine(Seg She 4J -e (S- w 121.7' -- ' P�s-•a ` � 1 s DorothyC.Pre t t Iwm , _ti 2o•^�I �(�Elizabeth F.Perkins I y J +n \ .rf \,; ,'\ vt /, ' 3-�, `�•� C ' - - _i_--'" 'rn >>B._, 7157 Elinor 0.Bemis .m 1226' `` ` '\ t 1, _ ! _" _ 1_____�__ ' \\ `\\�\`\ 1 I� �Jo+'1 •w. V� 721.4' 1/11L t'A'P LP,o-a4co'^I/XYcY.ION ae 930-'�4 S.'`At�•\ tic-\e.9/\� D,s� N I ' ' "'5 _,�p_ :B'i�"_ - _ '-"t_r `i `I ^�8.i rr l ,,;'l,i----1'2126• _�y T'?1L�.�.>_?_1,'�ArA5-8`,`_` � Fo, P II tiOj L oOO aJC�j moOf � 1\5.4^ �� !/• - �'-! t_ 1_�``t ' i!i�-124-�_. , �`� „t I^ A56 �_' � h I � \'- o. ``�'T``t', `,`�\` 1 \ �`' .r.� '� 'f' �`. I; .)� B10��.�_- � 1 ' ^. 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'n t \ `N `, \ ` , \\ )\ ne` / !S A 1 r'y+ '--r( R+ ( A54 `�'� �` !'j t \ `\ � ` `\" j I - `` 'l' y \ - REYEN ION I 6 ' / 1 4i kY9 L `° o., �et$1 , IY \ v_`�`,\`, t`,`, \A __ -ss-1. `, i� r'P\�a 95-72 - -•_-' _;� '�� 1�' ;� ' v i; �.wa j'2& ,, °b c���'r� ``i (OO YR.FL.Pl.EL=!2'J.!`1 `, \`t :i` "i\ ,`,19•r2�t�,r `'j` � it � 82 � 1 �' 1 'i 1, I 'Y,J/4 I'I, 'i'' t� ('- JA ��_ ✓ \ , (. ``, `` �91 y 1 , ' r ` -_-' \• 1 'i 1 f i i i ' / I \Z '\n a•,r \ ��r A s. rn A r ' ,`->; `� /-1 - .j'�i `r,b i, AVFRox. ' �o L Ppinl^'_ \. R , B4 t,,' ' � I� I A53 _ l\ `osvnc � 1(•I° 4'- ,'I its __ _ - - `>: _ o` (Yr�i .'R�;. Ekyr�= 140.26' JS2 fe'l Retentiori.Pond _r _ \` 7?4_ iGto.efe 4 Drainage., '.. 'i - i\` zYE Loa.1g^ \ \ r26-n�^�, : I F f I �'i. �` �\W,` ' `Cr-•- /t f_' --_12 "--- �� ,r� A i11 i '------ .r• � SLA 57'Z \`, - > '.\, { , P. \` •,PAS.. gfiPoint Sta 81.2 \\ 1 1 _-/- ii.`,�, rn, t'�`` \\, 121.J' \ _ 7`5�-- - �`` `,`i', D \`\`` i\n\, ```. °IB-1 ,`1.\`1(\` 128 .�°J�'i•. `� ' PONOn2 1 � 1, ,_ ``, IA ;`,� , NoT6H •ro - y 1 - i k .w.;`' �11 /6g,_^ \`a;, � - \µrEfR e1z/29. .\.va � AJ8` , -' -_ )' / 1 �•'^� I�la%(�',�;� � '' �`,1`, 5 v `o ` A14 - - a ` \ ` ' rr \`' ,`I - '1{3°' c' ',2'' 1 of``�'�' ,1 _-;- t�� '', t \\v ^r Cq \` _ >6� 119.3' ♦ `` 111 INFfLYRAYION`TRLN I pETAIL5H-C t l n d s T�..`\� \.\ `•� � - `+P ���• ••'/ �• 'P,o 1 /2- -1-_`.\,`, , �11� i1'ii i ' %�n a ffgcfl \ ,\\./tls \`. ,wz - ;�`�,\ 'P%z-2o 13x\ - - ,-•� _-- - e<.,.� 1 ;`, ,I`�;,` Q�i� ��1' ar �,�fi .y to \` of 48 118.9' ouYD� l,"A47 I .O •c .c o \ .\ \\ , . , \ t _a L4 \ - 95-17 1 I ' •'i�% , S' , •,.,w ° o C ii 119.0' Cis oOC n \'` n „ ,. BM 31 , Joio gel CI ` `, ,i Y \ 119.0' j \ � , / \ �, ` \ ,••�e\ 1 r , i .' C) 4 U O R Idl h ,`I`� .�� ` �/ times I, i .dz0,`11,``1 e - '15-' T�-d /1/ Sg&lei t I , 1 , `,, ; , cgpf .'>�\ A2\ �.` ° •�®_ 1 ` i Opa Re°00, �, W 'A45. a .............OH Fnd. u\ , ` $t , ,` t 1 a -1.f Ji1� .� w i= I i'-1`"� a o .� `p t�j DN Fnd. 119.1' '\ 118.9". DH Fnd Eugenio Ulise& `, i'r , i i I ! P//e \ Martinez Mora DN Fnd. - ' '' ( ' I ``, fjeld i A24 % ; 4 1 o'M j; I f r,'i 1 Compony cho \\ ' 16 v t 'I' E Ind 0', {vide C 1 ; .`g $ \ ` 95� B -'' '' '1 Ne IEaent 5 o I Detail Deborah&Elias ( A \ s I N Q Sal ado ,� `�' ' `\. ,n�` JYe d `\ `JcP ,'. _ + (� Sib°Te A4/ 1 ''i a 'i 3 Q Scale: 1"=40' g , t l o n �i\ 118.2' \, ``Y \\```. `` �� u \' `719;0' Hydrant 118.8' 1 1 ` 1 93- 1 O V� T p ./ `' rj INFILTRATION TRENCH' ,, , I �/9 B ;o L 'ACCEs " j� I ,I� (7 1 ` NI v'� O 0 40 80 120 16� (J ' ,!,, ' f°gt (SEf DETAIL SHT.f0�, , 1 � .M.N orCg_ I I I t SpaC QO-}.Ge4CQ rl tce� 'I'-',`i +, `I ��i'\ •,' .k )17.9' •y'�� p'(n '�O �'-•� .cued(st n �� certify that this plan was prepared 1,v c.1 in conformance with the rules and °� \ �.�'• t\° ;,, 1 \\ regulations of the register of deeds. 4 ` _. Dor thy Gl rat �, 9 9 W P 1 a 12 \ q2g\_ be F.Per ins J (l Scale: 1"=40' .Y' ��.�` °�-(p?.•��,`yZh•1 `,`�1 �+,`� 1 Min r e let is Q� �t}` • OrC fs Date P.L.S 29C V-tiIOTC!\f atch Line (See Sheet 6) WEIR EC=tzS• \ 30, \ ` ¢`' �1' 41 - t �.... ... ` 1 , I , 1 1ti 1 1 I �l�0 Job No. 1449—IV �a.sos ---------------__ _ fe5� \oo /yti AJo ib F Pdr/ns n Q p P 1 a I1 Scale: 1" k (b m q� N f/J+o C.Be , l e{d`ne.NaeeP � Parkin� �\`\ L`�\\\;`\;i° •Y/; ;'�',\; ` ` � u'u, a% � � ��',� � \�.`o o � =40' e ; ro t11 Q 21 g For \ /UP To avel Sur 16 Cars, ,,,1 ,,� ! 1 Gr Face t\\ o m 13 \ \o ON7f8.5/ lyet I ds r o ., "-'=y '`, ' , p��o --__ •��\ '\ . o 128 - 119.0 0 118.4 •""ti`-+.,. o7P\lam \- _ _,- ,, �•\� o y O W \ 40'x 90'"7of Lot`:.:' - s.. Q.� A I Plo Area,Grass ( i \. .�h W... Surface ^i -' \ i AJ4 s C Ld �o v I iw �7A� �. ...Z... 1/83 \\` .tl•. o_ c` �. / 3 l\ , J.S.J.C.N.Family Ti ust 1 \ (Trustee:James Cr3foniJ �L (See Plan Dated March 30, 1988) Wire) ' ri rrr v ( aPITse L ry o \` o ' P°N ti ,�• ;o\ N8.5 29C 118.4 .\ w 91ojd P�oer Wi \ \ 335 S.F.,165 ) Ne Eas me 2 7.69 Acres 1` 00001 // 1 O� '/34OK 130 116..4„ , - -- t r' n %'�r 1 3�.--------- - A?B. __--_" �Li. \; �\, / \ s ?� ' i % 1Y�ObS ------- --1 E14,' / .oi- ---- ' 4i O 11 30g•2� 118 /'� I ; i i' 2j - 18 O •: .¢ 'i` C �.53'` YI t �' \ , 1'� J�1!' ��` i i , "„"'".o v v S 8 ( }2'13" Jane�'Rfchord oDonnel/288) 130,.�------.F ,�•Erc.,N � \2�, � 1' ' � EnsO.p8X1t,'` `% . - \�q ° 1 t \ \ i1176 ' iI \9617431 ism 29C "�-- ,' �, 3J5,165 S.F. s� sg F h0 6 7.69 Acres N ,}3 \\'' , 1 ' �� ^h �` � 117.9 ' \ 1179 S 76 22'S4 E E7 , �• 701.49' \ \\ N Sg \/?"S9S0' Face 117.8 El sec\ eh Z' / ' \+ h 'I x\\ `' , sg p9e Lisa;&hffc3ael`9t If \:8 �y° N w ` \ /' \ �e I .( k24 C Fpo.... •.� "� pit`.Q �S'ee Plgn Dated Ju(Y 24;` 92) ^ •. \ �_`\.//`' i- 'i 11ryE �\°\ d�etlan 130 6 \ '�`, 'µph•`, .�' k 1 j / �'',', p..,.. � Q �b1 O� \ (., , _ ... -- ri `o - y _ 0 40 80 120 160 I o '` `, ', � 4 . h --- —.._os41'_ �•`�b n �21799 _�.__• (Cf 1 N 7257 ~� �+ efioeeL« —.1J 0 40" w - .. 6Y Ny E20�(3 IA) '�•✓2 ,,' certify that this plan was prepared %�68. D7Coro/ % m ✓ �} U in conformance with the rules and �"d f3.Terp ka V01 Z \ I �(� q regulations of the register of deeds. (gee lS/o Opted✓u1y;24, >992) / •K . % % S� R o m a s B r i c k u s ."' i•'' 6 W (� o (See Land Court Plans 41886D&JJ828 B) �\ N 86°23' '.y Oraltsmw, .fe RL.s&R.P.E. +y�o =ry �h 177.9 117.9 ,� y ,, C Uy Job No. 1449-IV � he ah-Lin e&-Sh-eeL 140 \� a �� / ; Open 1'Y t' ,I P 1 a I2 N O Space Ill3o / 7I Scale., 1"=40' L Sa^0 O •tElizabetb Dorothy Clfrett N/c '' �\ ------ - _ ��P Perkins h a i�; �� 120 i� + a°ro -C { XUpor C.Akmisho / r %l s2poo, \ I \ NIP Roberts J- N \ \ ( N/F Foster a'�1�o U) o X C V,S',' 30 14 _ t 180 A 12 Wes v fir, ----------------- 13 `1 1` `----- ry ttv 118. d IlOf�e rh` R5,'' ------- ,138-- ' - }� O e a ed N/F Roberts flk o - N/F Foster ----------- - 0 certify that this p on was prepared > o Open 5'pa - in conformance with the rules and F5 �F �\ 960,431 S.F. _ regulations of the register of deeds. k 4 30 } rc "'� 22.04 Acres M .{��(�-y`�*1 -� .+1 �U land=23�884 S.F. - `�, ____� �,�'''2E5"`' ' f'6( \' 2 O �2k �� 9//53�`��+"'�" N obi ON _ Orolfsman /1 Date AL.S&R.P.E. Q ' v -29 Fia 1'-. '.rr_' _--___-- __ - - O n 8-_T__ii8� `L 3• `"`�• _ _______ _____________ F cf;` _ •O '� •C - - ^- - - - - 40 Forkin 80 120 160 w Forking For' "_- _ aln arc Pel A •� z jGrave — v '12 Up7 --` - - �0 42 Acres f/ O o U o I '11 1 ' ' 32 -__-_--_-- - 120-`� ----____" Es\ _--''' / (See Plan By Morchiondo &Associates, 4 \I V 17.3{� ' _ E34 '`` ---' - '/L67 _12D' Inc. Doted November 1993) Qo 11 { 1 117.1 `' E69 ,124, `` E71 1 `lYg_ / 5 \' A f•\. % E72 r e I 11ZD „ E25 { I ,V I {1 '; ' E62 ,F. 1 ' Est. ._ 1� � ; {Y t / a n d s ,�� 11 ',1� Fs _ --�� � o Y IS E3B \ 1 m 177.4 1i `\m, E39�\J �---------',-''!" "��"�• `` _ `•\ a( " E2 S7J 0Y E40 E41 _ P52 '`.`I24 4 3/' " Q , Jb 271.3 , ` v _ Qje JI 2 n o )r 0 m any .. ..... J 0� n!on New E 9 snt 0• 20 =V�I s9 Y2,a i fie; 1 v b (asern In / ' Mary&Alfred Cavallaro (See N.E.R.D. Plan No. 7645) m ;I j60.00' 116.4 Rom as Brickus 1\'.cos M a ti<r (See Land Court Plans 41886D&33828 B) w ,y p Job No. 1449-IV� `V (See Detoil This Sheet) De tail 019) a� 116.3 Not To Scale 11 Flintlock,Incorporated C3 C O y b O (See Plan By Marchlonda& Associates, 2 ,16 Pa-reel A Inc. Doted November 1993) lb Wetlands q) ZXz, Eliaebeth F.Perkins Ld Elinor C.Bemis 11 A55, i ) certify that this �an was prepared � in conformance with the rules and (f) 06t� regulations of the register of deeds. Q) C) A54 Draft—on —Doh, P.L.S&R.P.E. N, A o ,Pa el A L. 4 t f s 42 Acres 0 40 80 120 160 (See Plan By Afarchianda&Associates, ti !Inc, )November 1993) j8 '01 _�This Potion Of Topography Taken From 7! Plans Of Sharoners Pond Site - Sentinel P I a n M-- t Program Prepared By Department . N_ X" Of the Army Dated 1968 Scale: 1'�--40' ------ A5 Dorothy C.Pratt ll Elizabeth F.Perkin Elinor C.Bemis 0 0) IN 49. C) 8 W e t I a n d s Wen Space 960,4JI Henry D. P ,22.04 AcresRockwell Jr. plan 238,864 S.F. IIZI 04 h L Q _ 'ZI IEZ 4 . .2 4 2 ------- ------ 0 rn Q) A C) to o as Q_ NIF Holt I f (See Plan By Marchionda&Associates, Inc. Doted November 1993) 19 k" 126 61 12 IN ----------12 "XI t Q) 00 q) it Q) J q) C:) '(3 Q) corppanY It,,,d P0`6� wide t4ow Er, ,,t 201) q) Easement ------- 0 Z NIF Roberts (b & ------------ 40 M Q3 M Ix W a n d s 3 _ttt6 ob Yn 7dy �-Jjje ee Mee Job No. 1449-IV CN P r o f i l e h 160 Sher wood Drive �> 160 v 'c Scales: Hor. 1" = 40' 106' KC. ^ 94, 1Z C J Cb Ver. 1" = 4' h h n ^ ti U) ° Hftjh Po rt + Nj 63 5ta. 6+ 5.77 O �` p a o 0 100, V.C. o °' o yo b + q Qoy`bm I V> o y -- / ,.-- , � -9=-" `' lag' V.C. v a U / --------------- c ♦ M \�P /� kk `-_. \ in Low Poin - C•L. Sfo, 17+ 6.00 c y \s / =rI!}}� Tn o.� 'O ./ .a"""� ' _ R-7& DA9H' Elev. = 1 0.26 c<r o O a Center/ye \\ �� I _-__ --R ' �� \�\ Wvti > All y40 R-1 R-2 D.M!{ _ CB S ,T\_ s I \DMH CB' 140 Q d / ° qj rc. RH.B. R -13R . R- 0& R 11 130 �_ o Hdred End to h i >? O al c Water Min Location On Boxford Street Be Installea At A Future C We p a v ./ q o hh 120 N O h N 7 N N W- ^ /2a ^ bb OM I'1^ h t\ O,n O� I� n b qO OO MO holtl b I� qN I - b-I� O I h h h a h M h N of o 0 o tri N �, 0 h 7 h o,o ^ h r. ^h a r�i I� O 0 A h ,�'j O N C K4 I.j c6�d n µµ } ��w h� wh.w ly] bh h hh hh T 4 V V^ V ^ w^ a 4 µ^ h O ^O o h o h o h o h o h o h o h o h o y o h o h o S t a t i o n S Schedule Of Drainage Structures And Piping (All Drainage Piping Shall Be Rinimum 12"Reinforced Concrete - Type 111) "� ♦ .y 2 i c d Structure Rim Reach Fran Inv. Dia.(In.) Length Slope('/') To Inv. Structure Rim (2+ 6,, L 1 140.10 R-1 36.43 12 15' 0.0100 J36.28 DH(22+04, CL 140.32B ty1 1 1 ' 1 CL) OCCB 40.10 R-2 1 2 5 0.000 136.28 DMH +04, 40.32 R U o a DMH(2+04, CL) 140.32 R-3 136.08 12 68 0.0453 133.00 Flared End 0-12 Rt) I -56 R-4 11.89 12 53 00298 130.31 DMH(-21 Lfl) 135.5+/- R- 1-15 052 31 H1, Lt15a B (0-42,, Lft) 134J2 5 30.4 DM (0-Z 135..5+/- m 154' V.C. DMH(0-2 1, Lft) 135.5 +/- R-6 130.11 12 44 0.0230 129.10 Flared£nd(Pond 3)----- 1 lag' V.C. ± High Point r CB(8+89, LR 14559 R-7 141.83 12 11 0.0345 141.45 DMH(9+03,5'M) 145.39 o CB(8+8$ Rt 14559 R-8 141.83 12 /9 0.0200 141.45 DMH 9+03,5'Lft 145.39 Sta. 11+81. 1 �. ( ) DMH(9+03,5'LfE) 145.39 R-9 141.25 12 90, 0.0101 1J4.94 DMH 9+97,57ft 141.79 Elev 140.69 ( )) m Low Point \ ��. CB (11+06, L1t 139.81 R-10 136.1¢ 12 26' 0.0092 135.90 DMH(10+79,5'Lft) 140.20 exsr. CB 11+06, Rt 139.81 R-11 136.14 12 30' 0.0060 13590 DMH 70+79,52fr 140.20 Sta. 11+06 /^ l �• 1z2' v.c. ( ( ) Elev. = 140.26 \ DMH(10+79,5'Lf0 140.20 R-12 13570 12 76' 0.0100 134.94 DMH( 9-Y97,5'Lft) 141.79 - 4- / �' DMH(9+97 5'1 ft) 141.79 R-13 734.74 12 217' 0.0371 126.70 Flared End(Pond¢) oae e\'\ + CB(15+02, L ft 131.76 R-14 128.08 12 19' O.00G3 127.96 DMH(15+22,5'Lfr) 131.81 +160 9r^ / �� e�m ^ N^ CB(15+02, RI) 131.76 R-15 128.08 12 23' 0.0052 127.96 DMH(15+22,5'1 h) 131.8.1 w DMH(15+22,5'Lft) 131.81 R-16 127.76 12 51, 0.0104 127.23 DMH(15+77,6'Ut)131.23 0 \ DMH(15+77 6'Lft) 13LZ3 R-]7 12XD3 12 150' 0.0117 125.28 DMH(17+30, CL) 129.87 140 DMH �; ^ CB(17+01, Lft) 129.25 R-18 12555 12 54' 0.0050 12528 OMH(17+30, CL) 129.B7 CB(17+18, RI 129.17 R-19 125,47 12 38' 0.0050 125.28 DMH(17+301 CL) 129.87 y \ I / R-}J,0 °i I ��a / \ y., y DMH(17+30, CL) 129.87 R-20 12508 12 16 0.0425 124.40 FloredEnd(POnd5)----- -12 R Sloped R W O aoniteCurbing L.::g Q7 i,/jQ DMH D H 0 ^ti ♦ m 130 x 1""W, 130 v e r t 1 c o l b m R DMH c ,1 p Q o 0 4 8 12 16 20 M - - ^ 1 - -- - - -- - 17 •�. 0 40 80 120 160 200 _ _ Qt� R-14 & --- '__________ _ R-20 °W H o r i z o n t a 1 a Q ° I v R-15 -- s .O R-16& Rel©ntion �R-19Pond5 s �hryq l certify that this plan was preparedv> eryry�. O r °vaa ° M h m !n conformance with the rules and ,p 20 regulations of the register of deeds. 0 0 0 0 0 0 0 0 0 0 o Q 720 /r u vi c o Xy .. Q. S t a t l o n S Draftsman Date PL.S& R.P.£ Job. No. 1449 - IV 1 1/2"Bit. Cone. F/ter-Fabric 1'-or, Granite Curb 6"Dia.✓agged d AMOCO 1/9C, 50'--0" Wearing Course olbr,� /rregu/tr Rock Stabilise Slopes �/O'0" or E sal O e'131a5ted Ledge) W%t!,Loose Hy B- I I 9 ^ Q) 26'-0" 2"Bit. Cones Hydroseed Or Equal "' top Of Berm c 6" Loom :: I V-Notch We1r c 4'-0" 6'_6" 13'-0" 13,-0" i8" 5=0" 4'-0" Base Course gj6 & Seed 2* ze L �8 o Finished Coat Finished Coof RIF Ip 1 �f battam Of J w mh ~ 1B" Bit. Conc. Pavement 78' o ° " o , e<a q e h Detention Pond Gravel Grave/ x o o c va '---- .,�-, oM ro 2" Type 1-Binder o ., ° o a it'; GraV'rV 41 ?/ Shoulder YP PVMT Typ. Shoulder M _ 1 1/2" Type 1 Top „F___ y ° Processed ; o ooeoDa 4 oq NEarth t3erm Canstr. • oomOoS= 0,03 '/' 3/8"Per Foot J/B"Per Foot $= 0.03 '/' 2• �oP 6 ' Crovel o Q a 0 O Remove y, YeY Io �. OF Silt Cld b o o°O� a ESWT Organrc Pond.3 S/ohs�3 5, 7-il/(Compactqo Mareria P 95"'/o erxtor)6"Processed Grovel ° t. Section View n yr y 2' + B 1 Sidewalk, OOe ° slop 8"Grovel Base Cement Concr' Jagged A- 5'Wide ° ° ° ° yy Pond 3:L= 10' C a�i u .N 6" Loan&Seed p o ° irregular u),2 h 14'-6" 14'-s" 6`Com acted Gravel 3/4"To Bottom Of Trench Pond-4:L= 14' �c l,.o"(7 y Or Z"Top Course B" Gravel Bose ° 1 >/2" 6 Extend To Stone Rr Ra Pon4 5:L- 10' Pm o C Wood Chip Cover zs, a ° Stone Groundwater P P_ C 4i Imp V Elec. & Tel. Sub rode Groat Wrth L/26,� /z O 30"Min. Depth) g 3"Minus Top Of Berm ( p Slope To Brace V-Nor fr sir tD o y O r Sloped Granite Curb infiltration Trench c� UIUm -- 8"Moter Line V Um Not To Scale Not To S*/n ands Sp,M2.o2.3) Grade 5'-0"Min. Depth) P Nate: See Osten P 15' lo' CLD1 Pipe-class 52 Sheets 3&4. Elevation View s Beg, Pvm't. RoundingJ u l t> Roadway Cross Section & Sloped Granite Cuing V-Notch Weir Berra Detail C ;I Not To Scale Sta = 15+6905 Not To Sca/e f Provide Sloped Granite Curbing On Roundings At Entrance Open Space _•" To Subdivision On Boxford Street (As Shown On sheet 4) Access L And Around Cu/-De Sac As Shown On Detail - This Sheet. N " % Fi/ter Fa brrc -'rq-0• r...._Sloped Granite LTrbing -.......� ".� AMOCO l/99 '•�"IJ1 os —Slope = 1.15%--- "Toi Lot" or Equa 1 r ? 8`CC.OI WATER MA/N �. Access \ Hydrant c f tso• J 12" Square -_�-_4.•�. 136 8 UA vE —] W1dth Vanes , a i !?-f6 - -► _" ?�.... 19 /8"CAP Concrete c r Oo w 131.os ; \ /o A-A M. Finished �' \o a 130. s � Grade n+ Sidewalk rn : 13o.1D -s" s/o �� ( R Stones � Mass M.D,Piv :� b 1 080.. 129,2 ', -+C Mat.Spec Extend Riser Section •t. ® � :, pi � Control Gate As Required To Establish Be/l Section At Nam\ �yc ��• I 2� v �I A A Valve & Box Proper Hydrant Elevation Outlet End Ohy DVy �? 13z T 1 ^ w e h 3130 toWOF ; h o 0 of Drain Finish 1S 55' 8" C.L.D.I.P. 1 h 15 Felt Grade ✓toned d-/rregu/ar 1 35 13``9 17 �` Precast Stone Rip-Rap. •-1 D.fs +%7^1 o I ° 3 Concrete 0rout With 3"Minus f30. 9....- 1 RETENT/oN If, N \° Screened I Flared End Crushed Stone,Slope To �,``\ / I POND 5 i n Q D °� Gravel Section Oracle. For Length&Width, 130 Reach 6(Pond 3):L=ZO=O, ly= See Rlp Rqp ourl"WI Detail. t ®®© d Q ° 6" C.L.D.LP. - NP..PW.Not'.Spec.MZ.02.3) O 1�I Ready 13(Pond.4):L=20'-0" W=7`6" Z "� v ¢ cp Re.�h 20(rond 5)rL=11'-6",W=7'-6" 4) m a h° F/ow love'see P/an) f A 1 s CB S�oPep�c s: / Reach 3(Pond3): L=20-�, w= =6" y O Concrete Thrust Hydrant Shoe o a _, 12 1 is Dyy Rip Rqp Ou t fa Il ° Blocks � � P 9 f29.8 Detail a.w ° v Reinforced Cone.Pie Hydrant t Detail Nat T. S�a1e •�•` y z z ° o Y Typical Precast Concrete o Not To Scale Flared End Section Cul—De—Sac Detail ° a Not To Scale Sca/., t"=20' Q Undlalurbed Ecrlh Concrete Thrust Back From&Cover Cla Brick Courses m vie Bend(22 v2") P-1,w Y LeBaron Type A To Crade As Required As Re d B D.P.W. R/ng right Grate&Franc 9' Y 6� Push on/ ✓o/nfa As Req'd By D.P.W. Oa Joint Tight ---- concrete Thrust Block M¢Seed rltrmy Clay Br/ck Courses --'--'Pavement To Finished Grade u q A unelarorbee Eorrn Duct l/eC iron' ---- Precast Pipe C 2' '' Concentric ° - dy Cone Section ee,nnt Clnee, W --�• t�' Cone Section U �_- +�• oucf lie/ran `� ti� • o, b Pipe f I �: c a :.Q• - Precast O Bales To Butt )°)� Varies y Precast U Q� Ring Section Together' Q m Ring Section c Steps 15"O.C. Pion View Plan View Silt Fence )o� Limit Of 6Yoding Q1 0 0. ti Stokes Each Bale Flow �'` 811 Typical Thrust Block Detail Precast Ring Section ^� q)y •9 °:'° With Opening L_e__v_e_l 8„ Precast Q f1 ?'., U1 �? For Drain Pipe -_ Ring Section "�o^ti D ;.a 0;; 8++ Variable "''p With Opening Q1 4, 'r C c- . Ia$OS� .- ..-,- •D Up To 30" C• For Drain Pipe •Ox ( Filter Fabric o c :�: Precast `o c _.d Cement Concrete Or O C W D O2 2"x2'x3' Stakes Silt Fence Limit Of Grading M'� y;°'�- Silt Trap v ra a "' Precast Sectional Plate Each Bale As Re wired vans •�"= 0 20 40 60 80 ;>'.; a o__;a_ .:a a 1, ° / certify that this plan was prepared 48" Note: Outlet Invert 0.20' Lower Than Inlet Invert a Existing GYaund 7'' r conformance with the rules and / ieal Drain Manhole Q regulations of the register o{ deeds. yp o �/ Sedimentation Control Detail. Not TaScale Not I.scde Typical Catch Basin LeBaron IT 105 or Equal, 8"High Frone, � � ~ / Draftsman61 u Date PL.S&R.P.E. Not To Scots Round Cover (�QI/7• Job No, 1449-IV i a.�05 ✓erad Place Phase IV Definitive Subdivision Conditional Approval h. O The Planning Board herein APPROVES the Definitive Subdivision Approval for a 4. Prior to FORM U verification for an individual lot, the following 7. The following requirements of the Division of Public Works must be Ci b Q ti nineteen (19)lot subdivision known as ✓erad Place Phase IV. This application information is required by the Planning Department: adhered to: was submitted by Robert J. Janusz, 40 Sunset Rock Road, Andover, MA 01810 on `J 000 March 31, 1995. The area affected contains approximately fifty (50) acres in a. The Board of Health has made the following determination: a. The subdivision must be connected to the municipal water a Residential-1 and Residential-2 Zone off of Boxford Street. distribution system at its current terminus on Boxford Street wJo� !•• I Lots Z 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, and YS all at Candlestick Road, The water main shall be 12 Inch cement \ DaQ:gi .0 The Planning Board makes the following findings os required by the Rules and appear to be acceptable for septic system designs of this lined ductile iron pipe installed in the southerly shoulder of C % CC Regulations Governing The Subdivision of Land.• time. Boxford Street. The installation shall include five 12" gate L wulp V valves. Hydrants shall be installed approximately every 500 y J A. The Definitive Plan, dated 9/1/95 includes all of the Information Indicated U. Lots 1, 14, 16, 77, 18, and 19 need additional testing feet. Water services shall be extended to the property line N to I w C \ in Section 3 of the Rules and Regulations concerning the procedure for the prior to issuance of a building permit: for all existing houses and lots on Boxford Street. Q` .0 submission of plans. •SZ y p b h j O) g (1) Lot 1 may not have proposed leaching.arent moteriol over b. subdivsionshould water be installed ateapproxmot ly station proposed660. The q)>��B. The Definitive Plan adheres to all gu the design standards as indicated the entire area for in Section 7 0/ the Rules and Regulations. proposed 8" valve and 7" blow off may be eliminated. W Z j c p •� (2) Lot 14 and 16 need additional testing. y h (7)C. The Definitive Plan is In conformance with the purpose and intent of the c. The 12" drainage piping identified as reached 9,12, & 16 should (V q O Subdivision Control Low. (3) Lots 17 and 18 have no percolation tests logged be installed 5 feet left of centerline. 0� y and have one and two deep holes respectively, that y D. The Definitive Plan complies with all of the review comments submitted by are not acceptable due to ledge. These lots may d. Permits for utilities and roadway extensions will not be granted (� O�O•y w various town departments in order to comply with state law, town by—laws never be acceptable due to the amount of ledge until a set of approved plans, and copies of the decisions of and insure the public health, safety, and welfare of the Town. found on site. both the Planning Board and Conservation Commission ore on file at the Division of Public Works. Finally, the Planning Board finds that the Definitive Subdivision complies (4) Lot 79 has only one deep observation hole and one with Town Bylaw requirements so long as the following conditions are percolation test at one end of the proposed system e. The Town Planner will review any signs utilized for this project. f.,iaut, complied with. with no record of additional testing in the area. One (1) unlighted identification sign at each public entrance to a subdivision not exceeding twelve (12) square feet in area, to be � 1. Prior to endorsement of the plans by the Planning Board the applicant b. The applicant must submit to the Town Planner proof that the removed when the subdivision roadway is accepted by the Town. shall adhere to the following: FORM M referred to in Condition 11. above, was filed with the Registry of Deeds office. 9. The applicant shall adhere to the following requirements of the Fire a. Revised plans must be reviewed and approved by the outside Department: { / drainage consultant. c. A plot plan for the lot in question must be submitted, which includes all of the following., a. Open burning is allowed by permit only after consultation with b. The street name must be reviewed and approved by the E9Y1 the Fire Department. Coordinator. Y. location of the structure, yL ii. location of the driveways, b. Underground fuel storage will be allowed in conformance with , c. The FEMA line must be added to the plan. iii, location of the septic systems if applicable, the Town Bylaws and State Statute and only with the review and •� ,,.��€�-4«_y,"a,` Iv, location of all water and sewer lines, approval of the Fire Department and Conservation Commission. d. A final no—cut line that includes both the 50' buffer zone end v. location of wetlands and an site improvements required � Y P 4 N y, x �.. �g the 25' Na—Cut Zone, whichever line is the outermost line for under a NACC order of condition, )O. There she/1 be no burying or dumping of construction material on site. I ree cutting purposes. vi. any grading called for on the lot, vii. all required zoning setbacks, 11. Stump dumps are not allowed. j £ e. The applicant must meet with the Town Planner Yn order to ensure viJi. location of any drainage, utility and other easements. that the plans conform with the Board's decision. 12. The contractor shall contact Dig Safe at least 72 hours prior to d. All appropriate erosion control measures for the lot shall be commencing any excavation. f. A detailed construction schedule must be submitted as part of the in place. Final determination of appropriate measures shall plops. be made by the Planning Board or Staff. 13. Gas, Telephone, Cable, and Electric utilities shall be installed as w m specified by the respective utility companies. p\ g. A covenant (FORM/) securing all lots within the subdivision for e. All catch basins shall be protected and maintained with hay bales 4 the construction of ways and municipal services must be submitted to prevent siltation into the drain lines during construction. 14. Any action by a Town Board, Commission, or Department which requires q to the Planning Board. Said lots may be released from the changes in the roadway alignment, placement of any easements or C covenant upon posting of security as requested in Condition 3(d), f. The lot in question shall be staked in the field. The location utilities, drainage facilities, grading or no cut lines, may be of any major departures from the plan must be shown. The Town subject to modification by the Planning Board. C o h. Executed right of way dedication easements for the proposed Planner sholl verify this information. roadway shall be provided to the Planning Office of the 15. The following waivers have been granted by the Planning Board: applicant's expense. g. Lot numbers, visible from the roadways, must be posted on all lots. q a. Section 7 (A) (4) (a) Dead end streets: The length of a dead U o L The applicant must submit to the Town Planner a FORM M for al/ 5. Prior to a Certificate of Occupancy being requested for an individual end street should not be longer than 800 feet in an R-1 District. y , utilities and easements placed on the subdivision. The Board lot, the following shall be required., The proposed roadway is 1732.12 feet in length. This waiver is will sign the document and it must be recorded at the Essex granted because a through street is not feasible due to the o North Registry of Deeds. a. A stop sign must be placed at the entrance to Boxford Street. presence of wetlands on site. This development is on on island of d V upland The long roadway also provides access to the Open Space. j. All drainage, water, and sewage facility designs shall be approved b. The roadway must be constructed to at least binder coat of by the North Andover Division of Public Works. Provisions far pavement to properly access the lot in question. Prior to b. Section 7(D) Sidewalks: This waiver is granted because this p water intrusion mitigation shall be included In the design and construction of the binder coat, the applicant shell ensure street will never become a through street and Boxford Street, shown on the construction schedule required in Condition 1 (f). that all required inspection and testing of water, sewer, the adjacent street, does not and is not likely to have sidewalks. ip and drainage facilities has been completed. The applicant In lieu of constructing the sidewalks, a donation equal to the y,� q k. All application fees must be paid in full and verified by the Town must submit to the Town Planner an Interim as—built, certified fair market value of a sidewalk constructed along one side of y p X Planner. by d professional engineer, verifying that all utilities have the roadway shall be given to the Town of North Andover's �Q \ been insfo/led!n accordance with the plans and profile sheet. Sidewalk Fund. 1. A full set of final plans reflecting the changes outlined above, l C must be submitted to the Town Planner for review and subsequently c. All necessary Permits and approvals for the lot /n question These waivers have been granted in an effort to minimize the amount ,O c •� .c m endorsed by the Planning Board, within ninety (90) days of filing shall be obtained from the North Andover Board of Health, and of cutting and filling required on site thereby decreasing the among y„'" •� o o -- the decision with the Town Clerk, Conservation Commission. of erosion and siltation on site. fi.` y ? o O m. The Special Permit and Subdivision Decision for this project must d. Permanent house numbers must be posted on dwellings and be 17. This Definitive Subdivision approval is based upon a Special Permit 0 :u m ,N Z appear on the mylors. visible from the road. granted In accordance with Section 4.125, 10.3 and 10.31 of the North p1 J;:O o u p Andover Zoning Bylaw. The Special Permit and Definitive Subdivision Q U Q R AI/documents shall be prepared at the expense of the applicant, as e. All slopes on the lot in question shall be stabilized, as solely approvals ore both based upon the following information: re uired by the Planning Board Rules and Regulations Governing the determined by the Planning Deportment In regards to erosion, OQ Subdivision of Land. water run off, and safety. a. Plan tilled- Planned Residential Development Q of "Jared Place — Phase V" m Endorsement of the plans Is proof of satisfaction of the above conditions, f. The lot must be raked, loomed and seeded, sodded, or mulched if Designed for: Robert J. Janusz t the weather does not permit seeding or sodding. 40 Sunset Rock Road 2. Prior to the start of construction: Andover, MA 01810 g. There shall be no driveways placed where stone bound monuments Scale: as noted V, 6' a. The approved plans must be endorsed by the Planning Board and and/or catch basins are to be set. It shall be the developer's Data: 9/1/95 \ recorded by the applicant at the Essex North Registry of Deeds. responsibility to assure the proper placement of the driveways Designed by: Thomas E. Neve Associates, Ina R a regardless of whether individual lots ore sold. The Planning 447 Old Roston Road/US Route 1 (Y b, All erosion control measures must be in place and reviewed by Board requires any driveway to be moved at the owners' expense Topsfield, MA 01983 the Town Planner. if such driveway is at a catch basin or stone bound position. Sheets: 1 through 10 Q J. Prior to any lots being released from the statutory covenants. h. The Planning Board reserves the right to review the site after b. Plan titled., R-1 (Conventional Lotting Scheme) Q construction is complete and require additional site screening Planned Residential Development y a A complete set of signed plans, a copy of the Planning Board as if deems necessary and reasonable. Modification of a Definitive Subdivision b decision, and a copy of the Conservation Commission Order of Plan of Lot 29 — ✓erad Place Phase Il Q Conditions must be on file at the Division of Public Works prior 6. Prior to the final release of security retained for the site by the Designed for: Robert J. Janusz to issuance of permits for connections to utilities. The Town, the following shall be completed by the applicant: 40 Sunset Rock Road subdivision construction and installation shall In all respects Andover, MA 01810 conform to the rules and regulations and specifications of the a. The Planning Board will, by a majority, vote to release any Sea/e: 1" = 100' Division of Public Works. security retained. Data: 8/18/95 Designed by: Thomas E. Have Associates, Inc. b. All site erosion control measures re uired to protect off elte b. The Open Space Parcel must be transferred to the Town through 447 Old Boston Road/US Route 1 Q properties from the effects of work on the lot proposed to be the Conservation Commission. Topsfield, MA 01983 released must be in place. The Town Planning Staff shall Sheets: 1 through 2 determine whether the applicant has satisfied the requirements c. A donation equal to the fair market value of a sidewalk Q of this provision prior to each lot re/ease and shall report constructed along one side of the roadway shall be given to a Hydrologic Analysis of A Planned Residential Development "Jared �Q to the Planning Board prior to a vote to release said lot. the Town of North Andover's Sidewalk Fund. Place — Phase IV"; September 5, 1995; Thomas E. Move Associates, q) "•! Inc., 447 Old Boston Rood, US Route ,f1, Topsfield, MA 07983. Q a The applicant must submit a lot release FORM✓ to the Planning d. An as—built plan and profile of the site shall be submitted for IZI q) �� Board for signature. review and approval, d. Engineering review comments by Cater and Colontonio Inc., doted � � � 5116195, 6116195, 9115195. L d. A Performance Security (Roadway Bond) in an amount to be e. The applicant shall petition Town Meeting for public acceptance O�b determined by the Planning Board, upon the recommendation of of the street. Prior to submitting a warrant for such petition cc: Conservation Administrator �} ~� the Department of Public Works, shall be posted to ensure the applicant shall review the subdivision and all remaining Director of Public Works �Yl�r•r A40S .�y, I (��•�� completion of the work In accordance with the Plans approved work with the Town Planner and Department of Public Works. Health Administrator s part of this conditional approval. Items covered by the The Planning Board shall hold a portion of the subdivision bond Building Inspector � F C p Bond may include, but shall not be limited to: for continued maintenance and operations until such time as Town Police Chief Meeting has accepted (or rejected in favor of private ownership) Fire Chief I. as—bu#t drawings the roadways. It shall be the developer's responsibility to Assessor A. sewers and ut�ltles insure that a/f per easements have been recorded at the pro Applicant Of •Q (n '�Q �"U iA. roadway construction and maintenance Registry of Deeds. Engineer Q �� iv. lot and site erosion control File _ 9�'Rx �•1 'ti[ v. site screening and street trees L The Town Planner shall ensure that all Planning, Conservation j h•,• vY. drainage facilities Commission, Board of Health and Division of Public Works q y vu.. site restoration requirements are satisfied and that construction was in strict l certify that this plan was prepared D a v1Y. final site cleanup compliance with all approved plans and conditions, in Conformance With the rules and e. Three (3) complete copies of plans and two (2) copies of all regulations Of the register of deeds. ,�• _ �ry ,� documents containing registry of deeds stamps must be submitted l to the Town Planner as proof of filing. ,J/c`ul l/v Draftsman —Dte P.LS&R.P.E. Job No. 1449—IV Jared Place Phase IV Loom 4 Seed---.. Q) Special Permit - Planned Residential Development conditional Approval The Planning Board herein APPROVES the Special Permit for a nineteen (19) lot 4. Prior to Construction: UN� — Planned Residential Development (PRD) known as dared Place Phase IV. This Z4 36 9-4 4, 0- Ori3ia.l S 0 (b op a was submitted by Robert J. Janusz 40 Sunset Rock Road, Andover, a. Yellow "Hazard" lope must be placed along the no-cut line as shown on the soil rjb k 0a Arlic tion _9.9ad a,Irre,9.1ar, h 01810 on March 31, 1995. The area affected contains approximately 46.3 approved plans and must be confirmed by the Tree Warden and/or Town Planner. acres in a Residential - I Zone off of Boxford Street. The Town Planner must be contacted prior to any cutting on site to review the 6ra.tad k/;th 1z, -6r.'al Keyway marked tree line. Crushed Xo�k- The Planning Board makes the following findings., Q) 141 1§ b, All erosion control measures as shown on the plan must be in place and A. The specific site is on appropriate location for a Planned Residential reviewed by the Planning Department, V, �Z Development as there is a significant wetland resource area. The Planned "o q Residential Development allows for the development of the site while 5, Prior to releasing individual lots from the statutory covenants, the conditions 1-4—3."A*ter preserving the majority of the land for open space. outline Condition J of the Jerad IV Dorinitive Subdivision Conditional Approval fa Use 3 must be followed. B. The use as developed will not adversely affect the neighborhood as this �,"\( .• -7be Stonc 41 I site is located in Residential-I Zoning District. 6. The applicant must comply with the Phased Development Bylaw, Section 4 (2) of C. There will be no nuisance or serious hazard to vehicles or pedestrians. the Town of North Andover Zoning Bylaw. /P-Rap Type Z Prior to FORM U verification for on hadividial lot: a D. Adequate and appropriate facilities will be provided for the proper 51ope Stabiliza tion C) operation of the proposed use. a The Planning Board approves the sample house designs as presented by Miquelle UZO Group showing three (3)house types. For All 1:1 Slopes The Planning Board also makes findings under Section 8.5 of the Zoning Bylaw Not To Scale that this Planned Residential Development is in harmony with the general purpose 8. Prior to Planning Board verification of the Certificate of Occupancy, the conditions and intent of the Bylaw and that the PRO contains residential development and outlines in Condition 5 of the Jared IV Definitive Subdivision Conditional Approval open space in a variety to be sufficiently advantageous to the Town and promotes must be followed. the public health, safety, and welfare of the citizens of the Town of North Andover. In particular, the Planning Board finds that this project will; 9. Prior to the final release of security, the conditions outlined in Condition 6 of the Jared IV Definitive Subdivision Conditional Approval must be followed, A. Promote the more efficient use of land in harmony with its natural features N� by preserving additional open space, reducing the amount of clearing and a. The roadway and grovel parking area must be constructed as shown on the plan and u excavation normally associated with the construction of residential dwellings as reviewed and approved by the Planning Department and Division f Public Works. on a site such as this, Q) oW b, The tot lot and parking area must be constructed and installed as shown on B. Encourage the preservation of open space. The applicant has provided the plan and as reviewed and approved by the Planning Department. approximately 22 acres of the property as Open Space, with approximately 42 acres of additional land being donated to the Town; c. A walkway must he constructed, it feasible as determined by the Planning Board, between larad IV and Jerad/I across the wetland resource area if C. Permit greater flexibility and more attractive and efficient design of necessary. residential development; la The applicant shall adhere to the following requirements of the Fire Deportment: D. Meet the Town's housing needs by promoting a diversity of housing types. a All structures shall contain residential fire sprinkler systems the design of 0 The Planning Board finds that a base density of 19 house lots is appropriate for which will be opproved by the Fire Department, the Planned Residential Development. This number of lots has been determined from a Preliminary Conventional Subdivision Plan provided to the Planning Board which b. Smoke alarms must be installed. satisfies the Town's requirements for submission of such a plan. This Preliminary Plan is described as follows: 11. Tree cutting shall be kept to minimum throughout the project to minimize erosion and preserve the natural features of the site. If any tree cutting occurs outside Plan titled.- R-I (Conventional Lotting Scheme) of the no-cut line as shown on the plan, a reforestation plan must be submitted 08 6 Planned Residential Development outlined in Section 5.8(6)of the Zoning Bylaw. Modification of a Definitive Subdivision Plan of Lot 29 - Jered Place Phase /1 12. The following disturbance of the fifty toot (50')buffer zone is approved by the Q) Designed for., Robert J. Janusz Planning Board.- C) I 40 Sunset Rock Road q) 11 Andover, MA 01810 a Construction of the roadway at the entrance adjacent to lot 19. Q: o Scale: 1" = 100' Date: 8118195 b. Construction of the walkway between Jared IV and Jared A Designed by., Thomas E. Novo Associates, Inc. 447 Old Boston Rood/US Route 1 No other disturbance in the fifty foot buffer zone will be allowed 4) Topsfield, MA 01983 Sheets: I through 2 13. The special permit approval shall be deemed to have leased on October 24, 1997 (two years from the dote permit granted)unless substantial construction of Finally, the Planning Board finds that the Planned Residential Development roadway and utilities has commenced. 0 complies with Town Bylaw requirements so long as the applicant complies with the 1:z&�2 , -§� -r- _0 following conditions: 14, The provisions of this Special Permit shall apply to and he binding upon the applicant, 0 fl- its employees, contractors and subcontractors and all successors in interest or Zf C: 3 1. The developer shall designate on independent Environmental Monitor who control k� shall be chosen In consultation with the Planning and Community Development Staff. The Environmental Monitor must be available upon four (4) hours notice 15. This Special Permit approval is based upon the approval of a Definitive Subdivision to inspect the site with the Planning Board designated official. The plan. The Special Permit and Definitive Subdivision approvals ore both based upon the Environmental Monitor shall make weekly inspections of the project, meet following information,, monthly with the Town Planner and file monthly written reports to the Board containing construction updates and any areas of non-compfflonce with the plans a. Plan Tilled: Planned Residential Development of "Jerad Place Phase IV" and conditions of approval. Designed for., Robert J. Janusz 40 Sunset Rock Road 2. It shall be the responsibility of the developer to assure that no erosion Andover, AtA 01810 on the site shall occur which will cause deposition of soil or sediment upon scale.* as noted adjacent properties or public ways, except as normally onciflary to off-site Date: 911195 sewer and other off-site construction. Off-site erosion will be a basis for Designed by: Thomas E. Neva Associates, Inc. the Planning Board making a finding that the project is not in compliance with 447 Old Boston Road/US Route I the plan. Topsfield MA 01983 Shoals: 1 through 10 Cr 3. Prior to endorsement of the plans by the Planning Board and recording with the Registry of Deeds the opplicant shall adhere to the following., b. Plan tilled- R-1 (Conventional Lotting Scheme) Planned Residential Development a The applicant sholl post (per agreement with the North Andover Planning Board) Modification of a Definitive Subdivision Q, a Site Opening Bond in the amount of ten thousand ($10,000) dollars to be held by Plan of Lot 29 - Jerad Place Phase ll the Town of North Andover. The Guarantee shall be in the form of a check mode Designed for: Robert J. Jonus2 payable to the Town of North Andover escrow account. This amount shall cover any 40 Sunset Rock Road contingencies that might affect the public welfare such as site-opening, clearing, Andover, MA 01810 fi and performance of any other condition contained herein, prior to the posting of scale., I"= 100' the Performance Security as described in Condition J(d) of the Definitive Date.* 8118195 Subdivision Conditional Approval This Performance Guarantee may at the Designed by., Thomas F. Novo Associates, Inc. discretion of the Planning Board by rolled over to cover other bonding considerations, 447 Old Boston Rood/US Route I be released in full, or partially retained in accordance with the recommendation Topstield, MA 01983 of the Planning Staff and as directed by the vote of the North Andover Planning Shoals. 1 through 2 Board a Hydrologic Analysis of A Planned Residential Development "Jared Place Phase IV"; b. The applicant shall on erosion control bond in the amount of twenty thousand September 5, 1995; Thomas E. Nave Associates, Inc. 447 Old Boston Rood, US Route ($2011ors, the form of a check made out to the Town of North Andover 1, Topsfield, MA. 01983, C:) do to b� pio0o ed in an interest hearing escrow account. The amount will be held by 0 1�bthe Town of North Andover for the duration of the project, until the street has d Engineering Review comments by Color and Colantonlo Inc., doted 5116195, 6116195, U_ *.I been accepted by the Town. 9115195, Az ZS —C) Q)Cq a. Parcel A (42 acres) and Open Space (22.05 acres) as shown on the plan must to cc. Conservation Aoininistrolor (b& be donated to the Town through the Conservation Commission prior to the acceptance Director of Public Works �i rJ of the roadway t Town Meeting as stated in Condition 6 (a) of the Definitive Health Administrator Q) way a Subdivision Approval. Documents conveying the designated open space parcel to Building Inspector the Town must be submitted to the Planning Department for review and approval. Police Chief Fire Chief 77A11 d. Deeds conveying individual lots must contain a restriction reflecting the 50 Assessor r4t-,t/ fo..Mlt foot no-cut requirement shown on the PRO plans. A sample deed must be reviewed Applicant I certify that this plan was prepared and approved by the Planning Staff. Engineer in conformance with the rules and _k rJ regulations of the register of deeds, JA, 14 11 1nota A I.S&R.P.E. Job No. 1449-IV