Loading...
HomeMy WebLinkAboutAPPVD Plan of Land w/ConComm Revisions 9/20/1995 SMH ► �'� \ l !I � a� ,mot!' �¢� �` - � _ !� •�� j I� �j� ((( III �-`�"a"-�t�� \x� .,�� S `� � l LEGEND \ I'l) T E S S �� - '� - AT 250 E °REST 1 . Flan shows only those features which were visually apparent on the EXISTING GRADE - - - - - - - - - I ` date of topography. Absence of ' subsurface structures. utilities, 0t \ �.' ji. _ etc. . is not intended or implied, ' � - 2. Contractor shall verify existing utilities by contacting DIG SAFE PROPOSEI? GRADE 25a I / - , I / � ' • }` prior to initiation of construction. B-0� � -• � •�.: � 3. Unless otherwise shown or specified, all materials in construction -------- I -; ; � ` methods shall be in accordance with the latest edition of the Mass. EDGE OF PAVEMENT j� •`� • " - ---- _-- -- - _ D.F.W. Standard Specifications ,far .Highways and Bridges. , � Prior to the start of construction, the existing storm drainage PROPOSED EDGE OF PAVEMENT --------------------- system shall be inspected and its condition noted. f . 5, only the minimum area desired shall be cleared. It is recommended that the exact limits of clearing and any specimen trees to be saved. ©- " - [� - ( - I / s� be marked in advance. EDGE OF WETLANDS �\.+- 6, Side slopes shall not exceed a slope of two horizontal to one { 2 c l } I s l \ 24 I j zio�-_ _ =, �$ it `. _- "', unless specific provisions for slope . stabilization have been provided EXISTING DRAINLINE - D - . - - o - - - I f 1 I \ �� { 83 :1 for on the site plan, 7. Cuts in existing pavement shall be made diagonally across the flow of traffic. No cuts perpendicular to the edges of pavement are f PROPOSED INTERCEPTOR ®RAIN - - - tD--- - - - �� lI /I� f 1 \� ,p _ - � ,, AG�g permitted. TI 8. Property lines are from a plan entitled "Flan of Land located in No. a I I� .� � ram'�`� ° y • = t Andover, MA prepared for Willow Industrial Park" . April 4 . 1980 by EXISTING GAS LINE - 6 - G - . . - . -- - / I S, ' _ - ATE \- Frank C. Gelinas and Associates. '._"�- }� -- F� �. V �. `"�� \ r R EST - i�`� gJ - 24 fJ_� (( 9. All utilities shown except for�the drainage system are from a site MH I f / j I �\ \ C? - plan by Edward J. O'Leary Company Inc dated December 1994. Such s RIM - 743.33 D / utilities are shown for y. and designs and EXISTING SEWER LINE - s - - S - - - - I \ pictorial purposes only. INV fIL35.00 Il f nearby construction should not be based upon the ,locations and I J \ information shown on this plan - EXISTING WATERLINE - W - . - " 10. The edge of wetlands shown is based upon a Determination of Applicability issued by the North Andover Conservation Commission: 11 . Care shall be taken during construction to minimize the disturbance EXISTING UNDERGROUND ELEC., CABLE & TEL. -EC&T - - EC&T- j - of vegetation along the property lines in order to maintain existing j / l >. screening. EXISTING OVERHEAD WIRES urt�a - +w t 1 II / I� D f \ Qfv� �4� tS� TABLE OF ZONING REQUIREMENTS f j c� I f s J f \ dui D�� � - L 0 T H Setback of Parking From Property Line; EXISTING FENCE -- " " -- . - j t t�` �o Required = 6` _f q Provided 6.' l f \D 00 Number of Parking Spaces; Required 15 Provided - 79 EXISTINE SEWER MAN HOLE SMH CTB#y I 1 Parking Space Sizes; RIM � 243.181 I" \ j � INV/(from CTB#3) = 2 6.Q \ a • Minimum of 60% '@ 10 ' x 20 ' Provided = sr. EXISTING DRAIN MAN HOLE DMH \ INY (to DMH) = 235. 61 / f / #3 f ` Maximum of 40% @ 7 . 5' x 16 ' Provided = 23 j 1 1 f RIM = 240.203 1 & GATE TO BE RELO \� IN �f �j E NV OUT = 237.903 EXISTING CATCHBASIN CTB#1 [� lj j j � J �, � ` • � SMH j •. . RIM = 4242 f / /, ' j �� INTERCEPTOR DRAIN INV = 426.08 j / j i L Q T Ks • �� INS/ 24�.Q0 81 ,334 SF CTB#2 ��� ! I /1 •'.' RIM =1242.25MNOM COURSE 1 1 _: - INV = 236.42 - - - 1 / r A1 sum N BITUMINOUS CONCRETE DRIVE ac PARKING wr TO SCALE 1 " � O R" WWASE TREATMENT(AS Taut a) A ( { ArI MEA4lG - COLISSE ROAD 7 . . ., j COURSE g TB#6 \ - AOAD Q RIM - 239.33(SEE WTAAJ 411 C 00 INV - 235.83 GAPE COD BERM NOT TO SCALELO 1 f Q� vvvv is \ S•,rfaN.+Law A spa ! • f . D as,nRG TRUCK PA°RKiNG ONLY / -- -�=- 1 f • 1 g GRASSED SWALE DETAIL 1� j / 1 Noy to � � Q��` I �� 1 � � _ ` REVISIONS: 1 / � , GT #2 s �� J 1 �� • Q ` ? July 21, 1995 - Genera! Revision RIM - 240.33 ' j • '� ®` I NN97E: LINES OF�f+iELATED HAY BALES TO BE I N V (from CTI #A) _ 36403 �' 1 • .. / PERPENDICt1LAR TO RUNOFF€iow DIRECTION. t / f 1 SePt. 2C�, 1995 - Revue Pav;ng, ,4�� PI,asG Lr'rr� HAY BALES 2'2'xr STAKE INV from CTB#6) 235 "` INV IUT = 265.53 f D TBM PK IN 8" MAPLE HAY BALE f \ �r °jcQ 4� / ;-L. = 246.59 IN 3'MR•1. OVERLAC �� D ,� _^"'.'...� j •. N \\\ BETWEEN HAY BALES J• ASNED j I D STONE CRICKET ON UPSTREAM SIDE 1 PLAN SECTION �• \\x D. •. c��,� i'EAICED ENt:LO. J� � , � 244 N 1 W ., I CRENELATED HAY BALE DIK�' � Q - -._ �• � lDUMPSTER ��,�-t NOT TO SCALE L} D' SURF ZAaC> T i53 +-LOAN. :im l - -- _'_- • �- �'-r�' �` ��` SITE PLAN OF LAND IN Ti ON OPIUM. 241.00 `\ • f / IATTACHMENT EmO) ? ' _ INV A 2 35.00 \ t • • '183.97' / 1 ANDOVER , IkN' O .STEM POST MAY BE A S N C�.1�.¢ 240,75: F4M PREPARED FOR ff-to 27.0 • #4 _ NV IffirrAll POSTS O VARY AS ftMUM BY RIM 241.343 uEVELOPMENT ASSOC. t INV (in bock) = 238.C�0v - TRIBUTARY AREA N. I&FOR im Sol »�Nm.•- ors NtN.-«- ` INV (in bldg) = 237.643 Will a: p�� ���g,Tr ,, .�OF '=- SCALE: 1"=20' JUNE, 1995 INV (out to CTB#2) = 237.193 E� RD Q®VICj E. DOSS ASSOCICtE'.S, Inc. SILTFENCE DETAIL TNFNPU*Wc myS'ORIN SWAT DEPiH'ETPSNALLF �NTERCEPTC3R E2AtN �� r CIVIL ENGINEERS NOT TO SC•*• GI ROSS n NOT TO SCALE / n 0 No.29903 rr� � • � '� LAND SURVEYORS ~ .0 ,Q��CIVIL �a �� ENVIRONMENTAL CONSULTANTS f L 0 T W ( ,�. P.O. BOX 361-17 W.MAIN ST.,AYER,MA 01432 TEL. NO, 508-772-6232 JOB NO. 7365 PLAN NO. L-3246