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HomeMy WebLinkAbout2013-02-05 Planning Board Supplemental Materials (24) DRAINAGE PIPE SCHEDULE MAP 75 LOT 1-B _ _ FROM: T0: 01 F CITY OF LAWRENCE 25 01 /F � / / STRUCTURE PIPE TYPE OF APPROX. SLOPE STRUCTURE �v� \0p0 � AIRPORT COMMISSION 111*' NUMBER SIZE PIPE LENGTH OF PIPE NUMBER \ 492 SUTTON STREET z (inches) feet (ft./ft.) 495 ORTH ANDOVER, MA 01845 / CB-1 12 HDPE 62 0.005 DMH-1 G� 0 CB-2 12 HDPE 8 0.006 DMH-1 o / CB-3 12 HDPE 30 0.005 DMH-1 �F,� 0 0Q¢� F MAP 35 LOT 19 DMH-1 6 PVC 20 0.005 OWS-1 R.F. CON -�- DMH-1 12 HOPE 37 0.017 UG INF.SYS-1 AIRPORT \ =12 30 38 / UG INF. SYS-1 15 HDPE 10 0.000 OCS-1 �.` u • 28,127 Sq.Ft. W= R=658.09 /� N68 09 49 E c�P X-11 '' r ► n OCS-1 15 HDPE 15 0.017 HW-1 x\ \` `' 0.646 Ac.t BOW=147.51 OVVS_1 6 PVC 11 0.005 UG INF.SYS-1 Sr � r, TOW=150.01 TOW=150.Of L=143.70' /� 5.95' TD-1 6 CI 5 0.010 DMH-2 OU) GREAT POND ROAD i. BOW=147.51 BOW=147.01 ON FOUND DMH-2 PVC 29 0.005 OWS-2 CLARK r. � EIIII - - . - `s•._ml 10i .�•. ,�� �' k k, ,�: DMH-2 12 DP 35 0.016 INF. SYS- �' /CH -111 _ -- / UG 2 TD 2 6 CI 5 0.010 DMH 2A COCH • y a .. _� A - F- OMZ NE LINE ows-2 s PVC 11 0.006 UG INF. SYS-2 ll, _ _� ` ' _ 11 i �� � � - - - - N � -'2 DMH-2A 6 PVC 20 0.005 OWS-2Is \P"t . ,50 I �111 - ,, ZONE-IVDU - \* , ' ��v� �-� � �� 1`IDS !, !'��, f 59\ ,�t i \.� `��. - alumina - - ��� MH-2A 12 HDPE 22 0.059 UG INF. SYS-2 0 - 148 _N� I- _ ti - - - D DWIC ' 14 , 3� } - , € UG INF.SYS-2 8 HDPE 8 0.250 UG DET.SYS-1 Ix- - ��9 TOW=147.Qf �.�` i f°1 i B Z ZONE-BUsj �i ss UG DELSYS-1 24 HDPE 10 0.000 OCS-2 O� W� �-�� 0W=,45.Qf <: f E 1v SITE I t�•� \ '" _v__ ` ' �,9 -);,3 I ( i OCS-2 12 HDPE 18 0.009 DMH-3 f �; �€ i 1 147.50 ; �ID: � 7Y C7 Fa t r � �11 � a K ,� i A. 1. N > 148.50 N , 1V5, I -'J' A! :"'. 147.00 l ; f0�4_r I�� :' �` DRAINAGE STRUCTURES BOW=147.5f ,__" 4._ '_, a l�Iz" ""~� RIM-145.90 RIDM H143.00 PROP. UNDERGROUND 12 48 1 INV.OUT INV.IN=139.45 (TD-1) ( ) `�9p F INFILTRATION SYSTEM-1 UG INF.SYS-1 =142.70 f " / I, c 4 INV.OUT=139.45 (6" LOW FLOW) (7)-15" $ PERF. HDPE PIPES yGS _ FfER ZONE CB-3 '` �1 b 5®SQA v ;fib=1k x`j CB-2 " 40 LF ROW ® S=0.000 FT/FT BOW 147.Of BV 1 i O' t,� _ ' / RIM=145.90 INV.OUT=139.55 (12 OVERFLOW) BOT.LF/ROW I. s, `V', 100 ---- arx. <„ a'<, 147.30 0 r �° N s_'"` / / INV.OUT=142.44 *DMH-2A INV. PIPES=142.00 'QF�c� NOT TO SCALE f 146. 1�."' \ 1,11 , £- � � I1 / MAP 35 LOT 29 RIM=144.00 INV.'S IN=142.00 TO = 1 46.50 1:1 " INV. OUT-142.20 (15") GB-1 CB-2 , a f; ,FES-1 dt OUTLET APRO CB-3 INV.IN=141.19 (TD-2) BOW=146.9f fi ,> I ''} I t., 146.80' \ ,# � -' RF TIAM REALTY LLC / RIM=145.90 INV,OUT=141.19 (6" LOW FLOW) (SEE DETAIL SHEET) NOTES: b _ <a D H-1 _ INV.OUT=142.52 g r __ I �'I_ -= -TOW-146.Of H A INV.OUT=141.29 (12" OVERFLOW) _ 7 RIDGE ILL WAY ' C,0 a PROP. UNDERGROUND 1) ALL SPIE DRAINAGE PIPE SHALL BE CORRUGATED HIGH-DENSITY POLYETHYLENE PIPE WITH _ - -- CROP. 60 LF �; � 1 � # Bi144.ot ANDOVER, MA 01810 MH-1 LANDSCAPE WALL D DMH-3 INFILTRATION SYSTEM-2 (UG INF.SYS-2.) STANDARD JOINTS, DUAL-WALL, SMOOTH INTERIOR AS MANUFACTURED BY ADS, INC.. OR C,7 D S D•$° I \ x "`` � �.--`' RIM=145.95 - APPROVED EQUAL, UNLESS OTHERWISE NOTED ON PLAN. I' ` ' "" TOW=146.0± / INV.IN=142.39 (CB-1) RIM=141.95 (7)-15 0 PERF. HDPE PIPES I t " 147.16 \ \ `° BOW I .Of ��,t � INV.IN-142.39 (CB-2) INV.IN=135.62 (EXIST. 12") 40 LF/ROW ® S=0.000 FT/FT "' i > 1 ©' INV.IN=135.83 (PROP. 12'� BOT. STONE=138.67 2) ALL ROOF DRAIN PIPE SHALL BE 6 PVC(SDR-35), EXCEPT WITHIN 10 FEET OF A BUILDING MAP 74 LOT 6-1/6-4 " A r i = INV.IN=142.39 (CB-3) FOUNDATION WHERE CAST IRON PIPE SHALL BE USED. BOW-146 4f p INV. PIPES=139.00 OCS-1 - _ INV.OUT=142.39 (6" LOW FLOW INV.OUT=135.62 (EXIST. 12'� N FLANDERS FAMILY TRUST '! PROPOSED 146.24 x E, / -- -- ) IW.IN=139.00 (OWS-2, DMH-2) / ' / ;. INV.OUT=142.64 (12 OVERFLOW) 2,500 GAL OIL/WATER SEPARATOR-1 INV.IN=140.00 (DMH-2A) 3) ALL SANITARY SEWER PIPE SHALL BE PVC (SDR-35), UNLESS OTHERWISE NOTED. 40 COURT STREET ` DONUT SHOP I NORTH ANDOVER, MA 01845i / M1\ WITH DRIVE-THRU 'a ® �X - = ��"' s - TD-1 RIM=145.00 ' ISEE DETAIL SHEET) 4) ALL WATER PIPE SHALL BE COPPER, UNLESS OTHERWISE NOTED. I f 146.90 * , , ,g ,, $ -- ROP. UNDERGROUND 1 RIM=141.00 INV.IN 142.2 ( ! 2250 SF" GFA _ •a � o 2 ;: € INFILTRATION SYSTEM INV.OUT=139.50 INV.OUT=141.96 MAP 74 LOT 6-21. �e = �. ' ' j; ` s 3 ( ' ,< SEE DETAIL SHEET N0. 8 ._._ ,Y- 4s.�ca . ,46'38 - PROP. UNDERGROUND 5) ELEVATIONS ARE BASED ON NGVD 1929 DATUM. ' 4:. .- - s I I s 1 <, t TD 2 2,500 GAL OIL/WATER SEPARATOR-2 DETENTION SYSTEM-1 (UG DET.SYS-1) N/F DENNIS DRINKWATER � `; �_ ) - I , -m' 14650 ``p M1 �pF-1 „ _r 5m ? RIM=145.00 5)-24" 0 SOLID HDPE PIPES 6) ALL PROPOSED ELEVATIONS AS SHOWN ARE BOTTOM OF CURB ELEVATIONS, UNLESS 13 OLD SALEM PATH , g RIM=142.74 ° '� z '1 INV.OUT=141.24 INV.IN=139.31 (DMH-2) 80 LF/ROW ® S=0.000 FT/FT OTHERWISE NOTED. MAGNOLIA, MA 01930 J FF=147.16 I€ � �" I 1 4. ° I, IW.IN=141.09 (DMH-2A) INV. PIPES=136.00 '� 1 b Ir° � s 7 ANY UTILITY FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LOCAL AUTHORITIES AND 4:A. _- �F A ¢I „ _` €€ = f * DMH-2 AND DMH-2A SHALL INV.OUT=139.06 INV. IN=137.33 (UG INF.SYS-2) ) THE DEVELOPER PRIOR TO INSTALLATION. 145.50 I MAP 74 LOT 6-3 _ ` `�� A I I r BOW=143.Of I ? BE CONSTRUCTED WITH 4' DEEP SUMPS INV.OUT=136.00 (24"� r• N s o � � x r_. -' do HOODED SNOUT OUTLETS. FES-1 EE DETAIL SHE If P I - 146.48 - 147.161" b" I /` ' INV.=142.10 8) THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR IS LANDERS BUILDING CONDOMINIMUM ,s _T_ ."------ f- `� T ;' . - i TO VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION. THE CONTRACTOR IS TO NOTIFY THE (s ET PROP. UNDERGROUND;:, t r � - ; _ ,I PROP. 2,500 GAL OIL/WATER OUTLET CONTROL STRUCTURE-1 (OCS-1 40 COURT STREET - z Y °'SEPARATOR1 / ) DESIGN ENGINEER OF ANY DISCREPANCIES. CONSTRUCTION SHALL COMMENCE BEGINNING MA 4 DETENTION SYSTEM .1 \ \' I I RIM=145.50 AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. NORTH ANDOVER, 018 5 \ 4 RISERS TOTAL-` r � 112_3 , `'" " I I� �° � ;,A I SEE DERAIL SHEET NO. 8 . INV.IN=142.00 6 CLEANOUTS TOTAL 144.50 "� " " ! rt ? / INV.OUT=142.20 PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND INSTALLATIONS 1. _ 7 , ROP. RISER (TYP.) SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. \ SEE DETAILrHEET ,NQ, BRE 14866 147.,61,'' "" • `4 TOTAL y. • _ i (SEE DETAIL SHEET) I '' - - ALL APPLICABLE STATE I "I<- ; � t46t, 145.83 „ >_,,_��11 _ ,- 1 9) A ONFORM TO NORTH ANDOVER DPW AND0. __ _ ,. a z� OL STRUCTURE-2 (OCS-2)I -- o, AND FEDERAL STANDARDS. � i `- .r l QV"LGI CQI�IR ` f° " .., ___._ RIM-143.50 s� , TP- 13T x , 5;�� OWNPO p � lv _ INV.IN=136.00 (24� - (1-888-344-7233) ,, .� ,. , �� I �,� - 1 T R INATE WITH DIG SAFE 0) THE CONTRACTOR SHALL CALL AND COORDINATE `' 144. 8 OUT PRIOR TO COMMENCING ANY EXCAVATION , 11 ROP t`r EAN (7YP.),,� INV.OUT 136.00 12 Q _ I .,, 7 . 1t 0 a.} b (SEE DETAIL SHEET) ,, r. . Y r . b , . / ,43.50 x 10 ? Ti!1 : \f F „. I __i14____.___,el 11) ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO DEPARTMENT OF PUBLIC r "I E I - , 4. ,x,3.25 X i WORKS SPECIFICATIONS. . PROP. UNDERGROUND t. INFILTRATION"SYSTEM-2 3 ?€ 4 ��* 1° - /' - t42,7g j I y .'325 NO DISCHARGE ZONE 12) ALL ELECTRIC, TELEPHONE AND CABLE TV LINES ARE TO BE UNDERGROUND AND 4 RISERSI 11 I- ,�'TOTAL "�F 4 7 ' '� s 14 5 �; H SEE NOTE 13 INSTALLED IN CONFORMANCE WITH APPLICABLE UTILITY CO. SPECIFICATIONS. JO CL TOTAL I � - } ._r ' 6GE FOR = SEE DETAIL SHEET NO S -- � . a •. 1 ) THIS SITE WILL NOT RE A lr, „.. I ,y £ � a i ._._ ,. s r T _` 3 THE SITE CONSTRUCTION SI NCE THE DISTURBANCE DOES NOT EXCEED ONE IACRER(ACTUAL -- - - DISTURBANCE - 00 3, - k 30 O S I f,.�4; >8' -. ; ; . t ,, t �fx r kk - 145.00 " `` ` r - L'�`` ' i ry Y 1 i y e v �.. 11 1z t 1 •-' ' - " „-' ` I j\` ;i 1+ RIM 8 a� - 14) THE CONTRACTOR IS TO COORDINATE WITH THE NORTH ANDOVER DPW REGARDING WATER -,_4, - � , - _ Uk, * "° , PRESSURE AT SERVICE. THE CONTRACTOR IS TO VERIFY IF PRESSURE REDUCING VALVE IS x REQUIRED. , .'.._ - 0 i Q . n. V i 1 / / t \N ;'n I __ 'I - a � _..,. -', ,:., N i"--, ;yt -- 1 _ IIx-" 2C,'' �'d� r`� 3i aE,s=i-134.14(E` �' E:€ '135 TP-113-4 �f ,v - -�' r " %,.: _� -r ,,. - U- 1� . -_ t= 15 ANY uTILTfIES TO BE TAKEN OUT OF SERVICE SHALL BE DISCONNECTED AS DIRECTED BY Z - _ E a4 � UTILITY COMPANY AND NORTH ANDOVER DPW .v , I., TD-2 _ I R . - :� 11 _ 1 ; � ; , + - 1 SCS-2 r E, 1� � �' DMH-2A t4 _- i I -Iw: a W - __ ', 16) ALL WORK WITHIN THE 100' WETLAND BUFFER ZONE SHALL BE PERFORMED IN , y,fi „ DMH-2 z 140.54 eft _ - �� n, ,,; ` ` - ACCORDANCE THE ORDER OF CONDITIONS AS ISSUED BY THE NORTH ANDOVER , _, "' CONSERVATION COMMI ION ANDD P n _,__n.. ,,, r f r,3 m._ .. - - - >' FUND � �, SS E. _- .y�, ,,. i`i 5 ,,, .,._.e,':`C.,,.a..��..,-._,v--_E,..;,-y.F.,> ;;�,y - r' -':-_.} .,.......,. _. ..a,_.a-�..�1 _ - - �, fti'�G _ f; x. ,. _, r .," __._s_ 41 �, - ,: ',', „ W T G P AND 2 CROSS _ _._, 1. 1 ,, __._._.M.._.__ '.____, EXISTING G TREE TO__8E-- �4 �- 7 ALL ADA ACCESSIBLE WALKWAYS CANNOT EXCEED 596 RUNNING SLOE 96 S !• .>..__..............__ .-_ """.rte .. ,..._, b s a d ; , ) SLOPE, RAMPS CANNOT EXCEED 8.33 RUNNING SLOPE AND 2% CROSS SLOPE, AND HC REMOVED w __,__ _u._ .u.-___ _..-_,_.._ ., M.m� r y___ ,_.a _. _ _� «<�u __ a_ __._ e ..__ ., � ;i 4 r - = - - - --- % PARKING STALLS AND ACCESS AISLES CANNOT EXCEED 2� SLOPE IN ANY DIRECTION. N _. PROP. 2,500 GAL 01� //���ATER ,. 3 K „; ��w_. q _ ._ ; PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. t e . ... „_., ' SEPARATOR2 ', ON 0 CA IF ' � Z,, �, _. _' - s _ _ _.,__. ,<' SEE flETA1L 'SHEET NO. .� - 4 _ > -' <_ ,___ z ,.I ,:, ,_;tIWT_tr 8_: HP STEEL GAS-_. f >;.'_...,__._.._._.., .. '-, c � >",_'` \ `� _._:: �.. t,+�( \3.' "__ zn' _ 9 __> D LONG TERM POLLUTION PREVENTION _. ,�, ,�_, __ -,�_�... _.�.>-. �+ 3 3 .t• Y . _ __ � 18 REFER TO THE OPERATION do MAINTENANCE PLAN AN - _._ - 08 23 59 ;' Yz '"' 41� - PLAN FOR STORMWATER MANAGEMENT MAINTENANCE. _ __. ___ _.__, � -_"�_a.�_,_ __ dµ_ __._.,_ ' _. _ _ - - 11_1, EXISTING GRADE AT R-1,020.00 ISTING GIi�ADE AT ,, - DRNEWAY�'= 140.44-f ;r _ . _. `,' r' DRIVEWAY = 141.901 - :. ,� , ; _.i > 14 .-, ,a , ,.,-. . ,, __�_ , _,_. -'28 E,__ L- 9.53 j I,Q 39 _� _,,_ ' 11" 4.,7 ,; THIS IS TO CERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED ,U, FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. OSGOOD STREET L _ 4k' t . :98 0 ,` BASELINE �� F ^w zf 1981 ALTERATION (PUBLIC-VARIABLE WIDTH R.O.W.) MASS HIGHWAY ✓ _>, _ _�- _ _ �1°s � �� . ;t , uYour No. 5o�s - - DAT 11 ` .-- - M, ' -.__.d _ _.._-_._ u._ ea r. PROPOSEO__DMH- _ ,; _ x n_ F _ __... ___ __..m. __ j// ;11 CONSTRUCT ON EXISTING DkAIN..LINE - �m - -- ,I -� it . >---- - - _ h __. m _ _-. / _ w _u, ,. _. TOWN CLERK: �._. a ._.� u. <..._-. '\._ _ ?,.. .,e'er,_>�....ap_.,o.-..e.._ - r ,d ` "' ......_..�2.- f i___.vv_ 1 r S i� <a�' -.'ci. - i i k.. ..aa ti, i �� y'x.,, .�' \ �* £ i� c .., ',...._, :._. r':.--_ -:, - r ;, 3 z- `i ..-.,.�.,_.- �,. _ -1 •-_ _____.__ y S 1 - 7 C} _ _. - _. - w >, _-.. _ _ '.....>-.. _ gars .l t, ,..!.: .---.,- '*� -. .�.,,..__....- f -"'-_: _.�....,,,.,� ,_, j 5 __ W>- x�:� f € "�u j 4 •, a � d >.- "....,•' v ,�„ \\ ,� -' _ - __-_ _.- - - ''ti- � _ .-.v �1as',+` ---;` ..,.._..._....... n.,._...,_ '-',moi it _zz ,a:__ _' \,"., -,. .,- _U. - - ,tee,:" ....�.._ �_,.-"1.ry -.�.._ F ._�_._„'4. - _._ s" ,. y _. > . .__ �._ DATE , W w _" w .E 11 __ _.. _.,_ �._ r __.e r _. _ _..__. __ sem , _ w __., r. l` l �.,:- "__..,_ + J s ;t ✓ ta-j" �,n tiS,J t;�'"'"" �'�\ _j,rte ..._ ...a�.C` i v ' MAP 35 L T 50 -., ' 1,H "` ., p f ` s _ \ 1,, €,€SRN E. ^� i.----� -.fes'".' _- �,.\� G !� :..FC W 1 5 -- z' - _, ;t f LL S, LLC ■ , -_,,A - � ,,- ;I FILED s. N/F OSGOOD PROPERTIE � � _, r I ■ ' - 865 TURNPIKE STREET .:4 c _,. 2 P L 0 s /` I y3, 1' 1 MA 35 OT 1 -.- _ R� r % ,, NORTH ANDOVER MA 01845 -._ ....,...a r,t 1 1 1' '��I 3! '¢J` m`` - , �. a �" is -A,� ,H sS t 11, a u > I - t, .... ., r ' � � / c:°� • {'�.,� � HEARING ___ _ , A , ■ •�> +, r 1 I i� �� 1l I l f�,3 •p 3- 2A ____n a l I I . ! ;t L. - _ _ ., t i I/, e• i ,{ I ;_7i � \ _._�: �S t' t 1 s 11 5 t.a 11 I __a% ,� � , 3 REVISE PER CONSULTANTS COMMENTS MSG 1/23/13 /11 �°.=`", -__ 1- i j - i f} i ■ `a, 1 � .7,'0 a Imo,�__ I ;, ,} ,;K. 2 REVISE PER CONSULTANT COMMENTS MSG 1/9/13 ` r` ,, � . I z . LEGEND / z 13 1 REVISE PLANS PER COMMENTS MSG 12/7/12 ,1'111N0. DESCRIPTION BY DATE `i UTILITY POLE - • - ERH -D SERVICE WIRES REVISIONS OO DRAIN MANHOLE ° DOUBLE SOLID YELLOW UNE FOR REGISTRY USE o SEWER MANHOLE S SINGLE SOLID WHITE LINE GRADING & DRAINAGE PLAN © TELEPHONE MANHOLE SIGN ASSESSORS MAP 35 LOT 19 -1-711 ❑ CATCH BASIN 0 OBSERVATION WELL 1018 OSGOOD STREET W WATER LINE TREELINE NORTH ANDOVER, MA G S q FF WATER VALVE -' m`rt` ' CONTOUR ELEVATION PREPARED FOR: FIRE HYDRANT GAS LINE JFJ HOLDINGS, LLC 751 MAIN STREET, SUITE B -- Gv GAS VALVE � MEET EXISTING GRADE P.O. BOX N C.O. PROP. CLEANOUT ��x PROP. SPOT ELEVATION SANFORD, ME 04073 ® ® ® 44 Stiles Road, Suite One CB-1 ■ PROP. CATCH BASIN PROP• CONTOUR ELEVATION � Salem, New Hampshire 03079 GRAPHIC SCALE 1 �� b - - ; - ( ) PROP. SILT FENCE 603 893-0720 20 o to 20 40 �s DMH-1 0 PROP. DRAIN MANHOLE - = ENGINEERS • PLANNERS • SURVEYORS `° TOW TOP OF WALL ELEV. MHF Design Consultants, Inc. www.mhfdosign.com PNMT OA SMH-1 PROP. SEWER MANHOLE DRAWING N0. I �%� DIG SAFE BOW BOTTOM of WALL ELEV. SCALE: 1"= 20 DATE: OCTOBER 19, 2012 3053SP.DWG MA-ME-NH-RI-VT DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. ( FF' r NY 1-800-962-7962 04 PROP.PROP. GATE VALVE 1 ]IICh = `ZO CT t-800-922-4455 CCC MSG 1 305311 4