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Martin Lane - Plot Plan ,y .x, GENERAL NOTES NOTES: L E G E N D ZONING DISTRICT: R1 MARTIN LANE CONSTRUCTION IS PURSUANT TO ORDER o SMH EXISTING SEER MANHOLE 1) THIS PLAN is 7 ' RESULT OF AN ON THE GROUND Fl€LLB FRONT YARD 15 FT. OF CONDITIONS WITH DEP FILE 64-391. o DMW EXISTING DRAW N MANHOLE SIDE YARD 10 FT. EXISTING CATCH BASIN SURVEY AND PMIC AND PRIVATE PLANS - � REAR YARD 30 FT. ® LOCUS IS SHOWN ON DEFINITIVE SUBDIVISION PLAN OF LAND D94 EXISTING HYDRANT 2) U7Xf77ES SHOW ARE BASED UPON FIELD SURVEY AND BY EASTERN LAND SURVEY ASSOCS., REVISED TO DEC. 30, 2004. o WG EXISTING WATER GATE RCCORD PLANS AND ARE NOT NECESSARILY INDICA77VE OF owso EXISTING WATER SHUTOFF UNDER 'OLO COVDIT7ONS ZONING DISTRICT: R1 osso EXISTING SEWER SHUTOFF ASSESSORS MAP 14 PARCEL 144 °cAs EXISTING GAS SHUTOFF 3) THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYINC AND - RECORD OWNER: BARTLETT & STEADMAN DEVELOPMENT CORP. -- — 100 — EXISTING CONTOUR DE'TI 'MINNG 7W LOCATION, SI2E AND ELEVATION OF ALL LAND COURT CERT. 73074 100.00 EXISTING SPOT GRADE r' STREET LAMP BASE EVSTING 'U77Lfr9M SHOWN OR NOT SHOI+I�V ON THESE PLANS, Q=' PRIOR TO ANY 4OVS7RUCT70N. THE ENGINEER SHALL BE NOTIFIED RETAINING WALL IN 1WI771VG OVANY U77LI77ES FOUND INTERFERING WTH THE STONE WALL PROPOSE C VRUCTION AND APPROPRIATE REMEDIAL AC7701V •, CURB BEFORE PRQt E NG WITH TIME WORK. FENCE —x x — — — RESOURCE AREA BOUNDARY 4) THIS PLAN IS SPAS€D ON THE REFERENCED PLANS, D€€Ds � RESOURCE AREA BOUNDARY FLAG AND 'ENE RESUL TS OF A FIELD SUR WY AS OF E THIS DA T - " NO C€RTf "ICA O J /S 'INTENDED A Td PROPERTY T77LE PROPOSED CONTOUR OR AS TO € EXISTENCE OF UNWRITTENUNWRITTENOR UNRECORDED 100 EASEI4 €NTS BARTLETT �C STEADMAI 100x0 PROPOSED SPOT GRADE DEVEL OPMEN T CORP. DX 5) THE OWNED'' SHALL CONFIRM C014PLIANCE WITH ALL APPLICABLE e� LJ CODES AND IIL�ATXONS GOVERNING THE MATERIALS AND�fOR 106 4 DENOTES WETLAND BOUNDARY MARKER � .,� TO BE INSTALLED WITH SALEM CONSERVATION ti/ETN(n3S OF INSTALLA770N OF ANY IMPROVEMENTS DEPICTED 104 OUTLET COMMISSION DISC ON 7HIS PLAM 102 D35 / 6) RESOURCE AREA D€LIN,EA 77ON PERFORMED BY RIMM€R 94 EN i RG M€ l TAB. CONSUL TING; SEPT 20, 20DU AND r � 100 \ - . WETLANDS & LAND MANAGEMENT, INC, ON MAY 24, 2001. 98 t�s W � � l , ANDREW DUBIEL MAR Y/ SAW ERRE E-q 1 DE NA ZIDE 110 I f 1 DETAIL \ ( l S6T1tr2e,w FORCE SEWER PUMP I08 � T, � t38.®3' RESOURCE AREA l DETAIL \ '-17 t8 SILT SOCK FOR EROSION CONTROL ---� MATIN ` 1"x1"x3' WOODEN POSTS CONTROL PMi£L R °�'" D 1� EADRAINSEMENT ( � 1 a2 \ FLOW DIRECTION AT e' O.C. (Max.) 1 8" DIAM. SILT SOCK LANE � 108 � \ ( f � w l e*9 DONALD & MARY 1I W— UNDER CONSTRUCTION D , P ` ` LORD I Ii� I I I� I II- - EXISTING GROUND PACKAGED• � .r PS sir+ f ( 1 � Y _•� � ! I I~ III~ I I I—�� 1 U OWN ), 070 1. D _ mph I r. �! PROPOSED f 1 KITE CUR TYPICAL) " ! 12' ., PROPOSED I r r +€Nr DWELLING I I ti EROSION CONTROL PAVED SIDEWALK (TYPICAL) wso ° ► r 110 1ST FLR 112. 1 QSM REMOVE \ CELLAR I 103. I \ 1 071 1 Q 3 DRIVE FS � ©' OPENING F"f±!QPOS i } — WATER RV I GARAGE ��- • YYSFf ° 1 102.s r •', a i W_ 1 102 . = .= .:. p D, , LOTS 20—22 .:. = 1 s,842± SF. pFI vErAY ANTHONY & SANDRA FERNANDO 1 PASCARELLA r >: ALEJANDRO N,y / 872 RESOURCE AREA / 10 FT.' i- BUFFER ZONE I I...—�1 !??N ARY 94 I10 �- --'' / ' N67*lW30*E- 104 102 100 108 IOs - 98 96 94 N E W E N G L A N D P O W E R C O M P A N Y SITE DEVELOPMENT PERMIT PLAN LOCH TED IN I RETAIN G WALLS OVER 4 FEET IN HEIGHT SHALL BE DESIGNED S A L.� E M , MASS . BY A ASSACHUSETTS REGISTERED PROFESSIONAL ENGINEER OF AND P MITTED IN ACCORDANCE WITH THE REQUIREMENTS OF ; air` �vq`;., MARTIN LANE THE SA EM BUILDING INSPECTOR: THE DESIGN SHALL INCLUDE _ cHRISTOPHER � PREPARED B Y A FOU FOOT HIGH FENCE ON THE TOP OF THE WALL. .° R. No.E13 0 EASTERN LAND SURVEY ASSOCIATES INC. pRWOSED CHRI S TOPHER R. MEL L C, PL S PROPvsI� c 104 LOWELL ST. PEABODY, MA. 01960 STACKED IND STONES c 4 FOOT (978} 531 —8121 I ,> > MAX I M,.IA +� � E i - ,� e SCALE. 1 — 20 MARCH 26, 2018 �o EXISTING ICENG PREPARED FOR SURFACE KENNETH STEADMAN PHOTO REPRODUCTION OF THE ABOVE SEAL IS TREATMENT INDICATIVE OF UNAUTHORIZED REPRODUCTION SLOPE OPTIONS OF THIS PLAN AND IS TO BE CONSIDERED A COPYRIGHT INFRINGEMENT AND/OR FRAUD. 0 10 20 40 60 80 � ENFORCEMENT AUTHORITY SHALL NOT ACCEPT NO SCALE PHOTO REPRODUCTION FOR ANY PURPOSE. F 11862 . ,