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Order of Conditions92 NOTES: 1. THE SUBJECT PROPERTY IS SHOWN AS LOT 1, BLOCK 5 ON THE TOWN OF DARTMOUTH ASSESSORS' MAP NUMBER 28, I I 2. THE SUBJECT PROPERTY IS SHOWN AS LOT I ON A PLAN ON RECORD I� AT THE BRISTOL COUNTY S.D. REGISTRY OF DEEDS IN PLAN PAGE 74. ( ) BOOK 147, ` J. REFER TO BOOK 5426, PAGE 232 ON RECORD AT THE BRISTOL MARSH COUNTY (S.D.) REGISTRY OF DEEDS FOR TITLE REFERENCE AND FOR REFERENCE TO EASEMENTS BENEFITTING AND UPON THE SUBJECT PREMISES. 4. REFER TO A CONSERVATION RESTRICTION ON RECORD AT THE r i i I BRISTOL COUNTY (S.D.) REGISTRY OF DEEDS IN BOOK 5426, PAGE 235. I co g88.0 5. LOCATIONS OF PROPOSED IMPROVEMENTS TO THE SUBSURFACE SEWAGE k85.8 I DISPOSAL SYSTEM AND OF THE EXISTING SUBSURFACE SEWAGE DISPOSAL ' I ' '5 1 SYSTEM ARE TAKEN FROM A SUBSURFACE SEWAGE DISPOSAL SYSTEM PLAN (;,I DATED SEPTEMBER 72, 2001 ON FILE AT THE TOWN OF DARTMOUTH OFFICE OF THE BOARD OF HEI'; TH. 00 00 ! 6. THE SUBJECT PROPERTY IS LOCATED IN ZONES C AREA OF MINIMA L FLOODING, AND ZONE A, AREA OF 100-YEAR FLOOD (BASE FLOOD ELEVATION AND FLOOD HAZARD FACTOR NOT DETERMINED) AS SCALED ; FROM THE FLOOD INSURANCE RATE MAP OF DARTMOUTH, MASSACHUSETTS, COMMUNITY -PANEL NUMBERS 250051-0020-C, REVISED JULY 3, 1985, #.3 i2 l ' ' ' i it /I f i l i 3.1 I ;t' THE AFOREMENTIONED FLOOD INSURANCE RATE MAP IS PLOTTED AT A +/ l i 'r i /! r i i SCALE OF 1 =500' AND, AS SUCH,THE LOCATIONS OF THE FLOOD ZONE LINES ARE TO BE C")NSIDERED APPROXIMATE ONLY. h87.7 EXIST ! ; SHED 7. TOPOGRAPHY SHOWN ON THIS PLAN IS BASED ON A FIELD SURVEY BY / / , b PRIME ENGINEERING, INC. IN SFPIEMBER OF 2003. / ;/ i r 1 EX/S \ �1� ��85. 0 / r I 8. VERTICAL DATUM SHOWN IS ASSUMED, r l SHED \ �� BENCHMARK 9. THE ADDRESS OF THE SUB.!FCT PROPERTY IS 111 BLADES CO SPIKE IN TREE',1. ,` , ' ! REMAINS ELEV. 86.33cCj ROAD. RNER , i ) f� �83.2 , 2 1.4 OF X FOL/NDATION r1 �' ,�'S.3 '7/ i84.5 IS. �84.7 SHED I 'I I I I , / r // , �'\i I �- --` ,!83.2 rr ' I r 'r ` ' r' ? CROSS EGAPS SHALL BE WED I ! / ALL ,FIN. GR. @PATIO, CELLAR SLAB, r ; UQ TO EFFECT A SILT BARRIER (,EDGE ELEV.84.68 4.9 IN ADDITION :: �\ 1 , ; ; ! A84.4! �� ��t, 6I ELEV.=76.85 i 1 p a r l F.F. FIRST APPROXIMATE 30' WIDE 1:1 1 , 0 DISTURB ZONE BETWEEN ' ! ' I , U 84 fy 1 1 r l , t j, FLR ADDITIOIvI , I J , STONE WALL AND WETLANDS I 84.85 ELEV. '' i ;l AB 6`� CE2'iLAR IN IWAIN HOUSE; �88.7 _ -- �QJ j r' -. >' ,, ' f i ),J �; ��, .,,, � r .. . �, •q r/© •. �'/,S`%./ % ' ' rt 1r � '' it � k! s ¢ j t !' TO ,8 .7 l gv 9 A88.2 t / / 84.5 /' % /j,V jj A821.8 a r` ' i ' it Z 88 / I 8 .7 /'� 83 r• �83.8 ,t8\.2 PROVIDE TEN SURFACE DRAINS EXISTING (ONE FOR EACH CULTEC UNIT r / t ALL SET AT ELEVATION 80.90 4"-PVC FOUNDATION D;FAIN / BRIDGE ELEV.=75.85 AROUND D�',ELLING I ' ~ \ / I I 1 (SEE FOUNDATION BASEMENT PLAN A-01 ' `' `\' 1 $ ` `• « ! 4" LOAM & SEED -GROUND � RISER 80.80 1 1' 1i I' i 7 'i i "f! ! 1 f j A83. 8 4 " RISER 1S FILTER FABRIC CULTEC A 0 \ ! cr- RECHARGER 180 2 " DEPTH OF WASHED 20 0 20 40 30 it o 36' i PEasroNE , � Iq ' (10' MIN.) SCALE: 1 = 20' ' w o. ROOF AREA = 2250 S.F. ` ,` ; FOR 1 RAINFALL: 2250 S._F.)(I " DEPTHH = 187.5 C.F. It = PROP. SILT (12 IN, j L.F.) 'I I'0 FEI'JC (TYP.) \ EACH CULTEC UNIT STORES 3.3 CF/LF 60 LF. Or CULTEC S REC,HARGER 180 187.5 CF = 56.8 C.I ; USE TEN 6'-LONG UNITS 3.3 CF/LF LEGEND EXISTING CONTOURS ROOF INFIL TR/ TION SYSTEM --69--- - 69 PROPOSED CONTOURS NOT To scaLE x 69,7 EXISTING SPOT ELEVATION EXISTING TREE ----- ------ EXISTING GRAVEL DRIVEWAY FILE: 0:\PROJECTS\DARTMOUTH\SLADES CORNER ROAD\7050101 -SUBMITTAL-R14MODIFIED031 107.DWG DRAWING TITLE PROPOSED ADDITION PLAN SCALE; 1 " = 20' PROJECT JANE BAYARD TUCKERMAN & HENRY E. FOLEY, JR. RESIDENTS DATE: 111 SLADES CORNER ROAD 11/13/03 � DARTMOUTH, MASSACHUSETTS DRAWN BY: m"�3� h+r I JRL. t' 4 11/03/04 ADDITION OF CULTEC CHAMBERS CEE RJR CLIENT WISE _ SURMA - JONES ARCHITECTS ,1 DESIGNED BY; 3 1/22/04 REMOVED ROOF & SUMP PUMP DRAIN CEE RJR NEW BEDFORD, MA.a' OQ S 2 1 /5/04 TOWN REVISION REQUESTS QEE RJR ' CIVIL ENGINEERING P.O. BOX 1088 CHECb ED BY. SHEET N LAND SURVEYING 350 BEDFORD ST. '� OF 7 1 12/18/03 TOWN REVISION REQUESTS C;EE RJR .ENVIRONMENTAL -` LAKEVILLE, MA 02347 N.T.Q. PRIME ENGINEERING TEL: 508,947,0050 APPROVED BY; PROJECT NO, REV, DATE DESCRIPTION BY APP. ASSESSMENT - �Nc - FAX508.947.2004 828050