Laserfiche WebLink
Breadcrumb Navigation:
3 <br />vi <br />N <br />N <br />U <br />1 <br />r� <br />0 <br />c <br />rn <br />�N <br />N <br />/ <br />0 <br />d <br />Q <br />i <br />0 <br />1 <br />to <br />1 <br />N <br />d' <br />0 <br />i <br />Q <br />c <br />0 <br />0) <br />X <br />N <br />1 <br />SMH S10 -130A <br />RIM =98.26 <br />INV.(IN) =94.37 <br />J INV.(OUT) =94.34 <br />SMH S10 -130 <br />Q RIM =98.83 <br />S INV.(IN) =93.48 <br />D INV.(IN)= 93.55(STUB) <br />'~ 1 INV.(OUT) =93.48 <br />�...1 pM H 1 <br />RIM =96.70 , 'Q SMH S4 -91 <br />STA 0 +00 ! SMH S4 -913 <br />RIM =99'95 STA 1+86 <br />REPLACE STA 0 +02 l INV. IN =95.35 SNN��H S4 -913) RIM= 100.84 <br />W INV. IN� =95.30�SVC} <br />� TO STA 0 +10 WIT�I � � INV. OUT} =95.35 MH S4 -905A) INV. IN) =96.19 <br />#37 ( INV.(OUT) =96.19 <br />� $ PVC � � <br />#438 <br />#16 1 #18 #20 Z L 1 <br />#222 <br />#218 #232 <br />f CB CB #442 j #454 <br />INSTALL SEW RIM =98.10 INSTALL RIM = 103.77 <br />SERVICE AT INV. {IN} =93.15 SEWER INV. IN) -98.89 STA 0+00 91 <br />� CB � LOWELL STREET <br />STA 0 +59 SERVICE AT <br />INV. OUT) -98.77 RIM =95.12 RIM= 100.94 <br />-- -- -- -- STA 1 +74 - - - - INV. IN =88.67 DROP) INV.(OUT) =98.64 - -- - - - -_ <br />INV. IN= 84.22((BOTTOM) LOWELL EEC' „ <br />n D G INV. OUT) =84.22 -D 6» G_ <br />D S '- <br />1 +00 2 +00 �, 6 G D <br />» S » S �8» S N <br />u'N <br />W �- <br />_T 6 "G STL 6 "G STL E E E <br />T T W '+w <br />o S 1+.00 8» S �/ W <br />-1 E <br />Cg F'AI BANKS ROAD CB - � - -- <br />o ry _ E E 14„ So <br />SMH S8­24 RIM =103.68 y 15" S S 905A 14" S <br />STA 0 +0 RIM =98.01 INV. OUT - _._ .__ <br />RiM -96. 1 INV.(OUT) -93.51 ( )- 99.18 ,--- -- -- S; - S �„�o - - -- -- _ REPIAC STA <br />INV. IN) 7.61 I I Cg - SMH S4 192 0 STA <br />INV.0T =87.61 21 RIM-100.91 STA 2+15 1,+2,4, WITH 8� �► <br />15 # 19 # INV. IN) =97.1 1 RIM =10 .59 OD <br /># #17 INV. OUT) =97.01 INV.(OU ) =99.04 #219 #223 C j #227 Z <br />#445 I L Z <br />SMH S8 -25 <br />STA 2 +99 #435 #441 #447 I <br />i <br />RIM= 105.40 1 <br />INV.(IN) =95.83 <br />INV. OUT) =95.80 # PLAN <br />g I SCALE: 1 " = 40' <br />PLAN PLAN <br />SCALE: 1" = 40' <br />SCALE: 1 » = 40' <br />110 <br />100 <br />90 <br />W <br />N 0 <br />10 <br />00+ <br />V) 0 <br />= <br />� 9 d <br />mu) <br />vim <br />No <br />FAIRBANKS ROAD- <br />00 Lo <br />© <br />L6 <br />0.11.~ <br />1 0 <br />_ � <br />0 <br />to 0 <br />11 -� <br />� zz <br />70 <br />V) co <br />APPROXIMATE EXISTING <br />GRADE <br />o <br />f <br />ei <br />I <br />0 <br />I <br />S °'s �C <br />I <br />4 fl27 9 <br />� <br />INSTALL PVC SEWER <br />SERVICE AND STUB <br />TO PROPERTY LINE <br />INSTALL PVC SEWER <br />AT STA 1+74 <br />I <br />SERVICE AND STUB <br />(ELEV. 92.31) <br />I <br />TO PROPERTY LINE <br />AT STA 0 +59 <br />I <br />(ELEV. 89.10) <br />f <br />I <br />I <br />-co 11 <br />Lo <br />NOS <br />II P <br />fmz0 <br />00� <br />(n NI <br />�zz <br />�1- <br />0 +00 <br />1+00 2 +00 <br />PROFILE <br />SCALE: 1"=40' HORIZ <br />1 " =4' VERT <br />110 110 <br />100 100 <br />90 90 <br />80 80 <br />0 <br />oq <br />00 Lo <br />© <br />L6 <br />0.11.~ <br />1 0 <br />_ � <br />0 <br />to 0 <br />11 -� <br />� zz <br />70 <br />V) co <br />3 +00 <br />1+00 <br />PROFILE <br />SCALE:1 " =40' HORIZ <br />1 " =4' VERT <br />2 +00 <br />110 <br />m <br />.l <br />1 <br />170 <br />3 +00 <br />E <br />Ir <br />E <br />V 0 +00 <br />INK <br />100 <br />OES <br />f, <br />7 <br />7 <br />7 <br />1 <br />7 <br />70 <br />1+00 2 +00 <br />PROFILE <br />SCALE: 1"=409 HORIZ <br />1 "--4' VERT 40 20 0 40 80 <br />4 2 0 4 8 <br />HORIZONTAL SCALE: 1 " =40' <br />VERTICAL SCALE: 1"=4' <br />COPYRIGHT 2015 WESTON & SAMPSON <br />