Loading...
HomeMy WebLinkAboutProposed Site Plan - Plans - 1789 GREAT POND ROAD 8/19/2004 N82"18'23"E t ( 9 ti 149.87" , h _.. PVI ELEV 151.38 K 10.00 d' 80,0000, VC _. t i PROP. ROCK T.O.W.--168.0 160 uj _.... ._. B.O.W.-164„( . e1 _. RETAINING WALL - _.£ T _ C3 W 166.0 i , „ B0W=1Fi 1«, LLJ ,i �Y I T.O.W.=i61.5 - 164 - I- I _ _ B.O.W.=16b 0 ,) � 16 ` EXISTING' , PVI STA = O C9.? Ln 158 � • 156 ( PVI ELEV - 135.20 GROUND TP-1 A. - 97C7 .- f 154 K = 10,00 I s i 10 � wi �lCtc 90.0000' VC " �a y¢ LIMIT OIL 325 N' R„ 9 ON DISCHARGE r- y MIT OF 325' NON -DISCHARGE0 PROPOSED LImmum"wo BUI`FER , 0 -� csr ZONE BUFFER ZONE ' DRIVEWAY �r GRADE N $ I INV.=146.7 F" SFD T.O.W,-152,0 F"RC w B.0.'W.='150,0 SINGLE AMRLY I I DWELLING � r �° Li �/ ' c T.O.F. =1 5 CL ` (' I � Ln i ! ._ , , 140 _. .. 1 2. .0 T.O.W.=156.0 s r , B.O.W.=150.0 J a ' k J g— > t _ V) qq 3 TP-2 6 "�' R J I t � c Ln t-n ch i---PROP-. SUB-SURFA6E , 148 LEACHING FACILITY j (DRYWELL) -'" I LIMIT w I i FOOT IT OF 25��0 LIMIT OF 250 OT =won /� NON'-�DISTUI? '-DENSE VEGETATION BANCE ZONE I won" 1 ,FROM AN H I NON-DISTURBANCE ZONE 6 ANNUAL NON--D ,TER z ry , �. HIGH WATER FROM ANNUAL HIGH WA ' ra T.C.VW. 150.5 �- . 11) TU LEV IB.O:W.=150.0 ;�', ' .,.. 13(k 00 + `! cc 0 k( � rnLr) r. " ? I OF CLEARING;I .(TYP.) - _- PROP. UNDERGROUND 48 " UTILITIES (TELEPHONE, 0+00 0+50 1+00 1 � 0 2+00 2 � 5�} a...... �. ELECTRIC, CABLE) r PROP. ROCK � , - ,.a, - . � r1 1 RETAINING WALL SCALE: i Da " 1""=2q" HO R r=. T.O.W.=148.5 ( E ) 1''-_ T. PROP B.O.W. 148.0 d BIT w ., CONC. .DRIVEWAY e, � (1 C1E) z ,R r PROP, 6" '('SDR-35) r' SEWER SERVICE00 CA � < `-PROP. TRENCH DAM LAND USAGE TABLE RESIDENCE 1 DISTRICT (R-1) � � a � ,�, '' i g (50' ON CENTER) " a PROP, 1 ' TYPE ITEM PROPOSED REQUIRED COPPER TUBING ,✓" vti PROP. LIMI TP-3 x f y.. I± WATER' SERVICE y a ✓'� LOT AREA 58,101 S.F.± 87,120 S.F.± �OF CLEARING (T''�' ) , q DESCRIPTION BY A °PR , . . REVISION DATE OF APPROVAL FRONTAGE 50.0 * 175 PROP. DROP MANHOLE "' , RIM=136,5 y f�a ��,'°' DATE OF ENDORSEMENT OPEN SPACE (MIN) 82� 20� V IN)=131.47J8 F. L OUT)-126.47 «° ' ,,. BR ADWA '", SUITE 101 C 1 . ES ... FRONT YARD SETBACK (MIN) 235.3 30 , ' L3'd'Ar IELD, .: AS'S'ACHUS'ETTS' 01940 MIN. 10' SEPARATION (TYP.) roa ,' SIDE YARD SETBACK (MIN) 30.1' 30' PROJECT.. . BIT. BERG , � •, ON,. 0 . ,,,,,- PROP. DOUBLE STAKED r PROP. . STA. 0 00 TO . ° a MAYBALES W SILTATION T A K MIN 86.5' 30' r / ` REAR YARD SE B C 19 STA. 1-+ CO, LT a a f l.. " y FENCE ;. PROP. CATCH BASIN (MAX) N/A J a, -� RIM132.80 LOT COVERAGE �- d ' INV=126.04 a OWN BUILDING AREA (S.F.) 2,850 S.F.± Ni/'A 1 GREAT POND ROAD LIMIT OF 100—FOOT ° ° I LCMI T y q �� F�7�7T :%a° BUFF NORTH ANDOVER BOARDS OF APPEALS FLOOR AREA RATIO (FAR) N/A N/°A IN - ,� � PROP. ;DRAIN MANHOLE a-ro°;°' .. , :,;'m° � . , .,�. °f ER Z�7�lE �"C� NORTH NON—DISTURBANCE ZONE RIM, 1�8.00 F / ' / a BUILDING HEIGHT 35 35 0 � a WETLAND RESOURCE FROM WETLAND RESOURCE INWI N)=124.00 ° EXISTING DRIVEWAY , .a MAINTENANCE EASEMENT . ' PROJECT N .. 1 �4T AST f9t?4 PROP. DROP MANHOLE I INV UT}=1 a _a® _— ',ra ° ....r' =g�EED BOOK: 1,383 PAGE. .307 : * THE SUBJECT PARCEL IS EXEMPT FROM CURRENT LOT AREA AND " RIM=122.0 a ,! °a - PLAN BOOK. 138.3 PACE; 2. 2` FRONTAGE REQUIREMENTS UNDER M.C.L. CH. 40A SECTION 6. I IN}=117,50 /"p .SCALE, As Noted .. I FILE NAME: -�'22 FAIN-B7�7903 Fl I OUT)=117.10 . IOW DE Y: JD CHECKED BY: B. A.DLEY C. McKEN IE, P.E. ' NOTES: �. PROP. DOUBLE STAKED HAY'BALES W SILTATION /' - 1, THERE ARE NO "WETLAND RESOURCE AREAS LOCATED ON THE 'SUBJECT PARCEL. PREPARED B3' _TI FENCE THE OFFSITE WETLAND RESOURCE AREA LOCATED ON THE SOUTHERLY T a SIDE OFMcKENZIE '+ GREAT POND ROAD WAS DELINEATED BY RIMMER ENVIRONMENTAL CONSULTING ' r ;�2 y ° a _ ON FEBRUARY 11 2003 i�81�9 27 Et _ _ � _ R-1 200,00 � � e 126.603.4 " „ � � I' LIMITS , . ,w, 5 0 '! � ,,.., C a O BUILD T T THE,, _ �� .._ _ LD TONE TO THE USE OF LAWN CARE OR GARDEN PRODUCTS.. THAT MAY CONTRIBUTE OGA>OUP, INC. =: r l:.: ', ;�!.; I ,IN =416.4 _.. ._ � WETLAND R ._. ESOURCE ( ) � DEGRADATION OF THE PUBLIC WATER SUPPLY IS PROHIBITED. THE CONTRACTOR � SHALL EMPLOY THE USE OF OGRANIC FERTILIZER ONLY. p 1 � OR, A T P AI PROFESSIONAL CIVIL ENGINEERING LAND PLANNING ,► PROJECT MANAGEMENT LIMIT OF 5 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 P I - .;. NV IN =116. 0 NO DISTURBANCE HOVE. 781 941-2211 FACSIMILE. 781 941 2662 LIMIT TRENCH ( ) 4 ZONE �a � a� �� � �o � ' r ( ) ( ) ME WORK TYP. !,; TO '� , � � 0 N WETLAND RESOD 2100 WASHINGTON STREET HANOVER, MASSACHUSETTS 02339 LIMIT OF RESOURCE. AREA RESOURCE{ '` PHONE 1 7 _ Nf"�kJAL HIGH WATER..MARK „,,�, ,.<, , .-- ;; O E (78 ) 92 3'90�J FACSIMILE. (781 7'92 033 _.._. __. .... .. , . _ .__.. . _.._ .w_.. .. _ MEAN A � ) TO -LAKE HICH 'WICI� IN FEET DRA WING TITLE. D W C. NO, ao-a •oa.aa•aa.aa roa aa.aa,aa ao a r 3., 1 jI1Ch 20 ft. REPLACE EXIST. HAYBALE , ® a_ WF 4. . SITE LAYOUT PL" op SILTATION FENCE AS REQUIRED - ----3 A .. .-. _...... .,-. ....__- VMr—5 ,. i i I