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HomeMy WebLinkAbout2012-06-05 Planning Board Supplemental Materials (60) LEGEND: 100 EXISTING LIGHT POLE EXISTING CONTOUR °° °° °°°° °° °4.4.4.4.° °° °° PROPOSED EROSION CONTROL 101 1 1 I s8 PROPOSED CONTOURS EXISTING UTILITY POLE W/GUY 0 1 110 p- - TOP OF BANK - - - JET - - - PROPOSED UNDERGROUND ELECT.,TELEPHONE & CABLE 0 12" W EXISTING WATER N 3 O 100 YEAR FLOOD ELEVATION N I sa\ \ o R. 102 # PW PROPOSED WATER EXISTING SEWER I I I / \\ \\ \ � 30 E "D OD EXISTING DRAINAGE BENCH MARK 3 - I I \ \\ \ \ \\ _ PROPOSED DRAINAGE NAIL IN U.P.#383 N I - \ \� PROPOSED SEWER ELEV.=60.24 - - - ! - - - / I I \� \ \ 0103 DWELLING P G EXISTING TREELINE twit x 35.5 PROPOSED SPOT GRADE DO NOT - - - _ \�\� \ \ PROPOSED TREELINE _` - X104 TP-1 SOIL TEST PIT - -sa- ENTER SIGN O - - _ _ EXISTING EDGE OF PAVEMENT R5-1 _ _ _ I I I STOP - - - - �-�I l� SIGN 5� � _ l k��k� �s� 1 , 1� 1�; los G EXISTING GAS ' I EXISTING DMH \ R1-1 - - , / l \S kik\ X52 Q� � 1 I RIM=58.11 �I PROPOSED PAVEMENT AND INV-52.01 �_ 7 - - � kvk \- �� ' PG PROPOSED GAS CURBING ✓ -ir- mss s\ \\ \ \ \ PROPOSED HYDRANT H CD } \ \ \ \ \ \ \ \\ \ \ PROPOSED GATE VALVE W rn \ s \ \ \ 107 N F \� \ \ \ \ \� \ \ \ \ O PARKING SPACES / PROPOSED TRAFFIC FLOW C14 - - BOSTON & MAINE \ \� \ \ - - ° - _��� \ \ � PROPOSED LAMP POLE wsu N N - ss\ _ RAILROAD / �% 60�\S �� \\� \ ' _ - _ PROPOSED CURB STOP & BOX LO 0 � � \ SUTTON _ �- li� � , �� > � �� - - - - \i ��� �� \1\8 TAPPING SLEEVE I 0- W/ ° y W/ 6" GV uP REDEVELOPMENT, LLC SMH 2 /r���\°PW°` / \�-' -60- J,� � ���� 38 RIM=59.20 / l DFDk _ -59- - I ��� 109 SIGN TABLE M EXIST INV=S LOAM & SEED i tlj%j - - - -sa- \ " ` \� EXISTING STRUCTURE 2.82 TYP. Q� *S SMH 3 z #22-24 2 / Dec, �"�� °P° ° I I / 4�� 110 1VIUT� RIM=59.60 � ci � _ � q� � �'' w "° \. � \ / \�� �5?����� ,li, SIGN $IZE INV I N= 52.04 x °� (IV PROP i eck ° s 49 DESIGNATION w \/ 1 r �' 0 w Qp (� 'ou mnm °�OqM ° ° I i �� s4 �Q INV OUT= 51.60 (EX 15") "" RAMP e<<lA/ /� � �u� ir�� `� 1 °° \ \ \ BLOWOFF \`\� \ PW ROPOSED 4 uhi G p ft i °eck "I \\ EXISTING DMH I o PW - R=4' �s�" WATER MAIN Q t l /j\� owEROp \ ��u�uu�u �,,PW ° \ j�/SEE DETAIL ���5������\ NOTE: BUFFER ZONE TO BE CLEANED RIM=59.37 N 3 ao PW 1 29. unj NG\ Deck! ° \ r Ali, O \\�� \ t^ OF TRASH AND DEAD BRUSH. 2 EXISTING, 5' i�� c� DEAD TREES SHALL ALSO BE REMOVED. RI-1 W00" INV=53.87 ire / 20 I a \ i'� t �o w �s � \ swc PW \/ �\ / \ \I \ � o c� / SLOPED STOP GRANITE EDGING ^ k$92 Y p� , \� (OR VERTICAL GRANITE CU �v 3 "� \�\ uh tCl"4'�\ pR l Deck ����ul(/ _ � � I � D ✓ RB) `� � J w � 592 \��� 3 �wE Qp. � �\ ws s 0 U o �, W w - � - - w� �. ��\� � 9' � o \ � unit PROP II P \ BREAK AWAY O R=4' TRANSITION p 9, Y \ UhjtCING \,V, p/�Q /k \ \ \�\ ,�li\ �J ' R3-5r 30"x36" x o, REALTY REVEAL TO 0' AT \ # cn 6 -\✓D�,yeCC p. / -1 ° \ / �a / \� wCD TRUST PROPERTY LINE +++++ / S9 9' 3 � V/ Unit G�p/�,Qp �� \� / / / / /FENCE \� �/ C::� w / / 5 D / / 113 EXISTING + + \ �, unit G i� / Sp' / / / / ii, STRUCTURE �► ,¢: 3 8 `� i / W G IS, + -mac #28-30 �`�*+++ 7 \ o ONLY (,v s' N c� \ + + + \ r 3° o \ �� / ° �' BUND / 1 EXISTING SMH \ Q ++++ \ T � F� ^ / SMH 1 f RIM=60.78 / l lq g 8 0 �� ( Q 114 / 3 - \ \ E P RIM=58.35 I li O 1 1 1 INV=53.10 OUT - iv / I O ++++ \ N o INV OUT=53.70 v -� ++++ 84 \�° cy 58 :.� ° OD E R5-1 30"a 30" i uET � Pc - - + + + � 1 m ENTER UET - ++ +++ +++ +++++++ d /� 1 Q\S U 1 G2� Ln PG + + + + +�+ + + + N 115 / 1� UP -X--X - 62/ RET. WALL UET NO PARKING + *+++ +++ OAM & SE + ++++++++ + i / � . #387 / XiX =X=X X� �_ \ FIRE LANE SIGN TYP• \ 58 / �� \ O .\\ \ `J o NO X R8-311 + + + + + + + / \ / - -64- x + + + + + +++++++ + " " x�-X__ + + + 59 + + + + \ �� \\ \ R8-31r PARKING 12 a 18 )N FENCE x xX�' - - - - - - \ / ® 56 ° \\, FIRE - - ANE -62 X60- \ + +i+++++++ +:. v LOAM °° \ ����\\\ 116\ L1► SNOW STORAGE X X X ++ ++ 9 \ SOD ° I \\ \\�\\`1 11L\ NU 3 AREA _ EXIST. °° \ `` 114 1 R8-311 PARKING 12"a 18" FIRE \ `/ I/�, 117 1 LANE < N/F (OR GRANITE CURB) / \ I \ I // / / /� Q CB-DBL GRATE LEVEL SPREADER � Q 855 REALTY TRUST RIM=57.85 INV \ L=14.0' aG �� N/F N F OUT= 54.60 I TOP=54.50 1 // / `� \ 100-YEAR FLOOD NOTE: _ w DAMT.ANDPHU DAM T PHU SUMP=50.60 "GRAI NO PARKING DPESCELLLS / N� ` ELEV = 50.0 v� Q ►- -sa_ \ > \ \ \ \ ` All sow shall c;o Vly with the Memsl on Unift'm c� z 3 NGUYET Q. PRAM AND PRECAST CONCRETE GALLEYS FIRE LANE SIGN FES \ \ \ \ \ 11 1'raffiat +olI)e�►icos cv a Q NGUYET Q. PHAM INV = 54.50 IN R8-31r INV OUT= 53.70 `. \ \�� \ \ _ N INV = 54.50 OUT o8 \ \ BOTTOM STONE=51.63 DMH \ N \ \ - 1 lyjpt n hei$lltfor gild$ps"Ube7fxt(to batbOmofsip). o RIM=58.25 00 a \ INV IN= 54.40 N/F \ \ \ \\\\ \ \ \\ 1 N INV OUT= 53.90 X RISER WITH FRAME \ w & COVER COVER TO \ VASILIY MOLLA \ _o GRADE, RIM=58.10 \ 3 CD \ vFF�R 119 ,goo e \ 0 SAUNDERs STREET SITE PLAN PONDVIEW 26 MAIN STREET NORTH ANDOVER , MASS. INDUSTRIALS ZONING DISTRICT PREPARED FOR: JEFFCO, INC. ZONING ANALYSIS DATE: January 19, 2012 REV: May 10, 2012 ITEM REQUIRED PROVIDED SCALE: 1 20' LOT AREA 50,000 S.F. 24,776 S.F. FRONTAGE 150 FT. 0 FT. FRONT SETBACK 30 FT.* n/a a n d o ve r SIDE SETBACK 20 FT.* 10 FT. consultants REAR SETBACK 30 FT.* 62 FT. C.B.A. 37,500 S.F. 24,570 S.F. I n C. MAX. HEIGHT 55 FT.** 37 FT. 1 East River Place MAX. LOT COVERAGE 35% 17.6% **Revised May 10, 2012: add parking, firelane Methuen, Mass. 01844 MAX. FLOOR AREA 10 ft in Downtown Overlay **Revised May 2, 2012: peer review comments 0 20 40 60 80 Ft. RATIO 0.50 : 1 0.66 : 1 ** 45 ft and 3 stories in Downtown Overlay **Revised April 17, 2012: peer review comments Revised April 2, 2012: existing parking, proposed traffic flow P: \11\11-28\DWG\SITE PLAN-FIRE DEPT.DWG **Revised March 12, 2012: peer review comments SHEET 2 OF 4 0 5 10 20 Meter