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Home My WebLink About2020-03-10 Site Plan (1) 12/16/2019 ._ - i m.✓ r r DIMENSIONAL AND DENSITY REQUIREMENTS w l ZONE: CORRIDOR DEVELOPMENT DISTRICT 1 (CDD1 MINIMUM LOT SIZE: 43,560 Square Feet MINIMUM FRONTAGE 150 Feet MAXIMUM LOT COVERAGE: 70% MAXIMUM BUILDING COVERAGE: 50% MAXIMUM HEIGHT: 35 Feet MINIMUM FRONT SETBACK: 10 Feet SITE . MINIMUM BEAR SETBACK: 20 Feet w MINIMUM SIDE SETBACK: 15 Feet t MINIMUM DISTANCE BETWEEN BUILDINGS: 10 Fee �tt LE OP SPACE RE minimum lot size MINIMUM USABLE EN SPA REQUIREMENTS: 30% of rnl- z WFLOOR AREARATIO: 0.75:1 *MINIMUM BUILDING AND STRUCTURE 81DE SETBACKS WHERE _ LOT ABUTS RESIDENTIAL ZONING: 20 Feet - m.., 6A rid ,+ ^ � ,tea,.,';#. . ,� .; ,w n„ ;w%+ - - ` WF-5A .. LOCUS 1" - 1500' WF-4A N/'F *4♦ A & C REALTY TRUST II ♦, 247 NEWBURY STREET ' DANVERS, MA 01923 r ,, `♦ MAP 25 LOT 43 end proposed 6 ,, ... N jF w, p prnracyfence/bpg, s ' , ♦\ BLUE COD HOLDINGS, LLG C4 Deep Observation Hole plumber: TP-1 Date 1012312019 wood 2 rail fence p . �. 5 OSCARS WAY ```° rp 'r, ,,♦ NORTH READING, MA 01564 9rQ ♦,gip.. G,� t�` `•, MAP 25 LOT 49 Depth Soil Sail Matrix Redoxirnorphic Features Soil Texture Coarse Fvagments Sat1 Sail C tber y ty L ♦, (in.) Horizon Color-- (USDA) %b "_Volume Structure Consistence fy � � gyp, �L+�y�f t ��y �. �� Layer Moist Depth Color Percent Gravel Cobbles/ (Moist) jrf- t ?/- P, ♦♦ © @ WF-2A H Uj unsell) in. Stones 9 I �r` / t Ot ♦`( �CA� LiJ W Uj 0-4 Fill 10YR3/3 FL IS 0 0 Structureless Friable O C> ��//Z per Z 4 12 Fill 10YR3/3 SL 0 0 Weak Friable (,v CY () LJJ W 12 22 Fill 10YR5l6 F.Sand d 0 Structureless Loose r , p N © 0y 22-28 Ab 10YR1l1 Silty clay 0 0 weak J ♦ ��- l "Nkq gV ,Qy d�1 Loam ♦ f?p t s ♦ '%y �y Z w �z3 Q 2$-45 )3C 2.5Y4/3 Loam a 0 Weak `�. i @ ♦ Cl �/ Ld W 0 45-76 C 2.SY4/3 Loam 0 0 Weak " (� 9Q `♦♦ A H C a- G Q CL CL V) F ® ♦♦ W CC Uj� af < Additional Notes: 1. Small roots to 35" �♦ ♦ �4,r�0C ♦♦'w CL V m V 3. Stavisiblemodles nding water at 33" p e' ♦ LLJ j a i ". proposed to (n Z Z 0 erosion 64 l °• stop sign&line - Z 4. Ground Surface 244.2+/-FSF1w k 24a.2+/- C fir"` 1 proposed ` 1 ' �, proposed in to ,,'� ♦ t - temporary tracking pad > Z control(see details �,..,,. ♦� I� � �� t�,� > � w < L+ r" 2. . �IZ �' elf Ct o e lrl __ 31' X ._.1 beg.proposed I5" _ �/ 46 13 l 1. "3 r proposed N F privacy fence/'be . 2 � � a� .��.� " � 3 walk wood rail fences / �6'.s' ♦� "_ AJKJ BART ITC _ 642 TURNPIKE STREET .•�� existing concrete drive to be removed and replaced with bituminous concrete NORTH ANDOVER, MA 01845 Deep Observation Hole Number: TTP-22 grass filter strip �%� ) � � `y T*, MAP 25 LOT 49 Date:101231201 9 fr D C proposedardent �kpfi�7 ems' , o�p \ e, 70 � ..-. � ♦ Depth Soil Soil Matrix RedoximorphicFeatums SoilTox trc CoarscFrague arts Soil Soil Other r� Sb� Qr „r7 y� y d � �Lsa `lrs r} ✓ , ♦.�,r (in.) Horizon Color- {1TSDA) t b ARM Structure Consistence �s C 4 o 9 �r� *�Y h Layer (MMoistunsall) Deeupth Color Percent GravelStoeie Cobbles/ (Moist) w ♦` �4 �L- y/j r,+y+� b �♦ A �♦ a ht7 0ti Fill 10YR2/2 SL 0 a eak Friable ` l 'ST be, i '�t3 I easement � ♦ Lo � � Q R. Ct 2i 8-19 Fill 2.5Y5/4 Loam 0. 0 Weak Loose t L7 t �S/Iy 19 33 Ab 10YR1/f Silty Clay 0 0 Weak Loose / Or�Or ♦ -01 / tC7 k (- ✓,a ro r 01 Loam existingraised �� G , aQ�'�G -_ ° rtye '``.` W G� 33-41 SfC 2.5Y4X3 38 Note2 Loam 0 0 Weak Loose garden bed t0 O '7� � ` � r�^. �d' � A MIF � 41-84 C 2,5Y6/3 Loam s o Weak Loose removed ` ti' ' 4G - / / I1 ' _ ` NORCI , �CHAEL D. „ LLI be f) Me,, 9p ,G �` / ,/� � 1/Z �' 74 INNIS STREET W � � � < ` ° -° � *. NORTH ANDOV} R MA 01845 Addruonst Notos proposed erosion s . Z 12 ,. pc or + MAP 98C LOT 53 ` °L Small mats to 44'° Control See data// 4t yr ,+ LL 2. possible mottle at 38' ( cS' ,,«'' ,,, y 1 LLI �` 3_ Weep at 36= o 4. Ground Surface=244.0+1-ESHWT-240.8 /- r �t eG� �?j jye Q,� f , + !qlI ts, ,•*� !1 L CU W f a- F-1 A �_ / `�,�� 6' `�4(. �''"+..♦ ��t@ s",•"'' ,"r "' � ` 1 !! LZWCL Z s f pation aver , ! ¢1_ ( Z � ,� a � ,•`.. .�' patio to be `� � � W � < ... or ,. fp qr ♦` ?yt �,,, eI idated removed t d / - proposed erosion ! }p ♦ \ �, , be fie � t'd�'♦< ,S It. cone. R control(see detail)% (�,a "� Deep Observation HolehBarmber: TP-3 WF-2A `� lyf��4/r! e'o. �C't� "^,, \ �f existinglli e & e o ,, conc.to be Date:10/239019 °• `' °'� o �� S*� rje .� �,✓ ♦� e 1 proposed 6 privacy Z Pen-ge M �e �je ro o ms i removed ! fence ; 11% Depth ",soil Sail Matrix Redoxmrorphic Features Soil Texture Coarse Fragments Soil Sail Other j (in.) Horizon Color- (USDA) 96b ttohame Structure Consistence Wertp� \` ♦♦ 243 •�L� WF'-7A I ( 1 ♦ t �_ . � 1 1 l p h Layer Moist Dept Color Percent Gravel .Cobbles/ (Moist) jp _._.... , WF-8AENl i I 1 i (lulinasell) in. Stones � ~ .� �`.♦ {�'` � tkt�g*"� • 0-26 Fill 10YR2/2 SL 5 <5 Weak: Friable `� ♦. 26.39 Ab 10YR1/1 Silty Clay 0 0 weak. Loose WF----- Loarto ~a proposed erosion 39-48 B/C 2.SY413 Loam 0 0 weak Loose 4tq 8r broad crestedctangular weir with WF-6A 48-86 c ISY4i3 Loam 3 <5 Weak Loose ^ ` Coniresi(see detlil) N F - re level spreader / PANCORBO, OSCAR C N f F `D EL-245.& `` 643 TURNPIKE STREET HOLBROOK REALTY TRUST `� NORTH ANDOVER, MA 01845Aoft Add Roots to38" 79 SALEM STREET ,� '`� MAP 25 LOT 50 marchionidd- 2. No Visible Mottles NORTH ANDOVER, MA 01845 �-' 3. Stand' water at44"NotStAilized l MAP 25 LOT 166 ` & Associates, L.P. 4. Weep at 49"(Possibly running dawn srdewall of exuavatian) r 3, Some bricks,clay flower pots,metal debris,plastic wrap within fill layer, 6. Firound Surface�244.4+/-ESHWT=241.1+/- WF-5A proposed re-location of magnolia trees Engineering and Planning Consultants 10 0 M 1. THE LOCATION OF EXISTING PIPES, CONDUITS, AND OTHER o CPAG ro 82 Montvale Avenue UNDERGROUND UTILITIES ARE NOT WARRANTED TO BE CORRECT AND Suite ARE SHOWN BASED ON CONTRACTOR'S RECORDS, INFORMATION M.AVAfLABLE AT THE TOWN ENGINEERING DEPARTMENT, AND TEL: (781) 438-6121 THE BEST ° nrt c5060° Stoneham, MA C3218� APPROXIMATION OF THE ACTUAL LOCATION FROM A FIELD SURVEY. gas®x � �5 ° 2. CONTRACTORS SHALL VERIFY ALL UNDERGROUND UTILITIES, ``s�rp o� FAX: (781) 438-9654 CONDUITS, PIPES, ETC, AND NOTIFY DIG SAFE PRIOR TO ANY Email: engineering@marChionda.Com EXCAVATION .3. EROSIONS CONTROLTO BE INSTALLED PRIOR TO ANY WORK. �� , Website: www.mar'ch'tonda.com 4. WETLANDS FLAGGED BY NORSE ENVIRONMENTAL SERVICES, INC. 0 5. TOPOGRAPHY CONDUCTED BY MARCHIONDA & ASSOCIATES, L.P.' 6. DATUM NAVD 88 DATE: 12/16/19 7. GREYSCALE DENOTES EXISTING CONDITIONS 8. PROPOSED IMPROVEMENTS IN TURNPIKE STREET (ROUTE 114) MADE H:\� ial>crs�, z oi' "�slr� PLpiN.�wc BY MassDOT AS OF JANUARY 31 r 2020 20 10 20 40 60 M. & A. NO.: 924-01 SCALE: 1"=20' 9. ALL SIGNS MUST CONFORM TO 195-6.61) SKEET I OF 2 d UM WAMHMMM&/1SMC1ATES,L.P.