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HomeMy WebLinkAbout2012-05-01 Planning Board Supplemental Materials (39) r--� LEGEND: 100 I I c EXISTING LIGHT POLE EXISTING CONTOUR ° ° °° °°° ° °° °• ° ° ° °I°• °° °° °° PROPOSED EROSION CONTROL 101 I O I 58 PROPOSED CONTOURS EXISTING UTILITY POLE W/GUY _ 110 - - TOP OF BANK - - - UET - - - PROPOSED UNDERGROUND 3 1 12" W EXISTING WATER ELECT.,TELEPHONE & CABLE `) o I s sa so PW 102 O 100 YEAR FLOOD ELEVATION I I / \ \ PROPOSED WATER N O EXISTING SEWER 00 BENCH MARK - I _ \\ \\\ ` �-30"D DO EXISTING DRAINAGE n \\ DWELLING P G PROPOSED DRAINAGE OF PROPOSED SEWER NAIL IN U.P.#383 3 \ \ ELEV.=60.24 - - / - �� \ 103 - - _ - - - - - - I x\ \\ \ \ \ 2 P� EXISTING TREELINE Ax35.5 PROPOSED SPOT GRADE -58` EXISTING DMH S - \ _ - - ' - - - \ \ X104 TP-1 SOIL TEST PIT PROPOSED TREELINE L I I DO NOT RIM=58.11 � 5�\� - - - - - x�X l INV=52.01 , _ - � - / / �X \S� i 52i 1e� \ 106 EXISTING EDGE OF PAVEMENT ENTER SIGN \ - I i R5-1 \ _ STOP \ _ �- 7 �- S�� \k�x X \\ A\ G EXISTING GAS u_l \ �� k\ ,�� PG PROPOSED GAS PROPOSED PAVEMENTAND S� DSIGN O5 �� - � / ss I_ A� \ CURBING R1-1 ✓ - \ \Ss \ \ \ �, W \ \ \ - \ \ \ \ \ \ \ \ PROPOSED HYDRANT H PROPOSED GATE VALVE rn \ s \ \ \ \ 107 C14 r _ - N/F \ \ \ \ `\ \�� \ \ O5 PARKING SPACES -111110s. PROPOSED TRAFFIC FLOW BOSTON & MAINE I N 3 _ II N M _ _ ��� _ RAILROAD %��so��s\\\ \\ - �� \ \ �`c PROPOSED LAMP POLE Wso PROPOSED CURB STOP & BOX N/F RIGHT TURN ° \ \ �\ _ - - \.\\\�\�`� \ 08 TAPPING SLEEVE a SUTTON ONLY SIGN ° ° °O° / I I ` � _ /� j - - - -y\\\\y\\\\�� \ v REDEVELOPMENT LLC R3-5r °° °° \\ \ \ \ W/ 6 GV UP SMH 2 i ��6� PW°° \�_ iso- 38 RIM=59.20 Deck -59- - i I \ �\\ \� 109 i EXISTING INV=52.8 LOAM & SEED i u�u� - - -58- Deo( 58- \ \\ \\\` \� \ �I NG STRUCTURE 2 TYP. Q� , o SMH 3 #22-24 O eoku�u PW \ I \ / �����s\��4�\\ 110 RIM=59.6 0 COp �\ ws lr pec INV IN= 52.04 w \ h �D PROP INV OUT= 51.60 (EX 15") "" -1 RAMP o PW P - v ROPOSED 6.. Q� Un;t NGS PROP ►t5 oeok,n� SffO °° \ \ BLOWOFFs-N \ EXISTING DMH I o W WATER D Op �u m'�m P \ / SEE DETAIL \ \Ss\\ \\� NOTE: BUFFER ZONE TO BE CLEANED MAIN w \ �u , W \ s \\ SIGN TABLE R=4' E< <U / 1 �� \\�\ ��,c� of TRASH AND DEAD BRUSH. 2 EXISTING, RIM=59.37 "� PW I / U ��NG ws Deck i \ \\\ "\ \ �, INV=53.87 � 3 � � 29.5 �/ �\ hit 2 �;/O p/�Gp i�i'\� i'�u[uu� / ,\\ \ // \\\ ' � e I \s�\ �\� c� DEAD TREES SHALL ALSO BE REMOVED. iv / SLOP iSw` PW +s a ks9 2/� \ `i �\ 1 \ �\ \ o� ED GRANITE EDGING / \ �� \ \� MUTC:D � SIS H5 � Deck / � (OR VERTICAL GRANITE CURB �v 3° \\ \� Uh t G \ pRO u[u i_ \ C) I ' D ✓ _ �' , Ss,2 3 D lNE p �\�� p \ o , s8 ° � DESIGNATION N - R=ate 9' o x ur,.<<�NG \%p RGp FCk>` \� \ \ \ \ 112 W W - - - Sw� , / 9' o xs92i� \ unit��NG ` pR II \ N/F //V U) \ BREAK AWAY S R-4' TRANSITION 0 2x un;t G \ pROp \ \�\ , \ RI-1 , 30"x30" X o, REALTY REVEAL TO 0' AT \ o XSy. 6 �DwEw LU TRUST PROPERTY LINE +++ / �� \ 9 3 2 \�� V/ Un;t G PROP h^ \� / / / /FENCE \� Yr 113 1 EXISTING STR + s 1 be G �So -a-_ UCTU + "+ o � i �� Un�tCg GN % / 50' W G #28-30 RE ��,*++ ; i 1► o ago/ :¢c 3 9' xss /� ' / / \ + + + �I 3 2 \\ ��a ° NG BUILD / l EXISTING SMH + + rS E : , / RIM=60.78 / \ l ++ +++ + lq ^� 9T o o Sg'2• ( SMH 1 A/114 / O R3-5r 30"x36" x F� P ° RIM=58.35 ( � INV=53.10 OUT N j OiL _ - / I + + + cV °01 INV OUT=53.70 1 1 m O f� o -� --PG / UET P - \ SLOPED GRANITE EDGING +++++++++ + "/ I 9' ...`.\ o\\ \\ \ ' 1 i m c� - - UET - PG / / 60 (oR VERTICAL GRANITE CURB) + ++++++++�++ + ys6 ® �� �\ \ ! : : :1 "\1 OHO\S\URg �\ j / ( I 1 ONLY 2� - - UET PG LOAM & SEED + +++++ + : . '� N \ X115 UP -X-X-X= -X= i6 RET. WALL TYP. + ++++ + i� \ \ \ \\ �\J #387 / - =X=X X� X� - \ SNOW STORAGE + ++++++ + + i ° \ \ \\ \� ` \ o X + + + ® \ \\ -s4- � � �X�XX _- - AREA FENCE X-X _ \ + ++ R5-1 ++++++ ' ��� 30"x30" \ ® ut<,. LOAM ° \ \ \ 116 + + \ � \ \\ _ STONE PILLAR & WOOD \ X X= +++ \ SOD \\\ 07 FENCE (typ.) 3 IED \ Z N H / � / \ �\ \\I // I/ 1� 117 1 Z N/F CB-DBL GRATE I LEVEL SPREADER \ \ / / / l� 1 NOTE- V) 855 REALTY TRUST RIM=57.85 INV / \ � L=14.0' G �� N/F N F OUT= 54.60 I TOP=54.50 // / N 1ELEV 50.0 Tigft00-YEAR FLOOD An Wgos 4M comply wfth01d0 an Uniform a DAM AT.ND PHU DAM T PHU SUMP=50.60 I I HDPESCELLSE �,plDwiag(11�J'hCD). `� w = c� Q Q NGUYET Q. PHAM NGUYETAND Q PRAM PRECAST CONCRETE GALLEYS I FES \ -5s- '8 � \\ \ \ \ \ \\\\ 11 3 INV = 54.50 IN INV OUT= 53.70 \ u88�811)Lii�07f00��>bD1b0�1�t�p� _ :z- V) N INV = 54.50 OUT DMH (/) V) BOTTOM STONE=51.63 _ U CDD c� I WV IN= 54.40 N/F 0 INV OUT= 53.90 \ 5� N \ \ \ \ \ \ 1 00 N VASILIY MOLLA 3 0 C14 \ vFF�R 119 ,goo e \ SAUNDERs o STREET SITE PLAN \ PONDVIEW 26 MAIN STREET NORTH ANDOVER , MASS. INDUSTRIALS ZONING DISTRICT PREPARED FOR: JEFFCO, INC. ZONING ANALYSIS DATE: January 19, 2012 REV March 12, 2012** ITEM REQUIRED PROVIDED SCALE: 1 "= 20' REV April 2, 2012** LOT AREA 50,000 S.F. 24,776 S.F. REV April 17, 2012** 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. inc. MAX. HEIGHT 55 FT.** 37 FT. 1 East River Place MAX. LOT COVERAGE 35% 17.6% Methuen, Mass. 01844 MAX. FLOOR AREA 10 ft in Downtown Overlay 0 20 40 60 80 Ft. RATIO 0.50 : 1 0.66 : 1 ** 45 ft and 3 stories in Downtown Overlay **Revised Apri 17, 2012: peer review comments Revised April 2, 2012: existing parking, proposed traffic flow P: \11\11-28\DWG\SITE PLAN.DWG **Revised March 12, 2012: peer review comments FSHEET 2 OF 4 0 5 10 20 Meter