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32A_241 115 Bridge Street Planning
. r aCk • • j r , •(E) BARN j ' 14-21le - 1 1 15'-S" LEGEND ® WALLS OF NEW ADDITION SIDE YARD / j MECH. BOUNDARY REQUIRED 164 r' / rpimSTO " SIDE YARD SETBACK 1 ' 1 AREA OF ADDITION I • 1 1 ST FLOOR I • , t I i 1 1 1 1 / 1 1 f / b o ! � s �H / i h y v E S O , t err t r r-t Mr ' � ,� fl N'•r / °N P�MrY�Y r E HOUSE f R N'•7 VT • fr f W. Ofke f1omgs .. _ - • I � � o 1r-V b V4r�i` I I I pauul2as OPOSED 25x30 BARN/STRUCTURE �l 40- LANDSCAPE WALLS/BLOCKS (TYP.) ELEVATION (ft) SAND & GRAVEL * SCREENED LOAM REMOVED FILL POND VOLUME PLAYHOUSE GARDENS LEAN-TO BARN DECK SUPPORT LANDSCAPE WALLS TOTAL FILL CREATED STORAGE 116 - 117 34.7 16.0 0 17.0 0 15.2 0 0 0 0 82.9 84.4 117 - 118 34.7 16.0 0 13.3 0 15.2 0 0.13 0 0 79.3 79.3 118 - 119 0 0 0 0 0 0 0 0.41 0 0 0.41 1.5 119-120 0 0 0 0 0.2 0 0 0.41 0.3 0 0.91 2.1 120 - 121 0 0 9.5 0 0.2 0 0 0.41 0.8 0 1.21 13.3 121-122 0 0 9.4 0 0.2 0 0.11 0.41 0.01 0 10.13 12.9 122 - 123 0 0 9.4 0 0 0 0.04 0.41 0 1.24 11.09 11.15 123 - 124 0 0 0 0 0 0 0.04 0.41 0 0 0.45 6.4 124 - 125 0 0 0 0 0 0 0.04 0.41 0 0 0.45 5.6 125 - 126 0 0 0 0 0 0 0 0 0 1.24 1.24 1.78 126 - 127 0 0 0 0 0 0 0 0 0 1.24 1.24 0.30 127 - 128 0 0 0 0 0 0 0 0 0 0 0 0.52 128 - 129 0 0 0 0 0 0 0 0 0 0 0 1.30 129 - 130 0 0 0 0 0 0 0 0 0 0.62 0.62 0.30 TOTAL: 69.4 32.0 28.3 26.6 0.6 17.5 0.23 3.0 1.11 4.34 189.95 220.85 ALL VULUME5 ARE EXPRESSED IN CUBIC YARDS. NOTES: 1. VERTICAL DATUM = NGVD29 AS PROJECTED FROM CONTROL TRAVERSE BY ALMER HUNTLEY, JR. & ASSOCIATES, INC. FOR THREE COUNTY FAIRGROUNDS. 1 2. FLOOD PLAIN ELEVATION = 125' PER FLOOD INSURANCE RATE MAP NO. 250167 0002 A, DATED APRIL 3, 1978. GRAPHIC SCALE 30 p 15 30 60 ( IN FEET I inch = 30 ft. iT:�'•:. t_��,_� 120 rAhti'A 'Y�,ii1Ll:<0 �Cr u E;12t1 PAGE :33 O U o ••x o p�Oz O �W V N� 00 �z z w�a as A 00 UO 04 4 6/08/06 ADDED LANDSCAPE WALLS/ BLOCKS AND ADJUSTED COMPENSATORY TABLE SURVEYOR: FIELD WORK: ENGINEER: TB DESIGN: TB COMPS: DRAFTING: TB CHECKED: HORIZ SCALE: 1"=30 VERT SCALE: CIO x 0 z� R0 04 w x OZa� z0 a 0 a� x x 0 z PROJECT NO: 05-127 DRAWING NO: 05-127SP