|
d
<br />BENCH MARKS 8"OAK BARN j H2O
<br />NO.
<br />STA.
<br />DESCRIPTION
<br />ELEV.
<br />1
<br />1+84
<br />TOP OF HYDRANT
<br />21, LT.
<br />989.81
<br />2
<br />I1*33
<br />TOP N.COR.BOTTOM STEP
<br />56! LT.
<br />997.15
<br />3
<br />16+49
<br />SPIKE IN T.POLE
<br />51' RT.
<br />995.67
<br />4
<br />24+73
<br />TOP EWALL NW.COII.CLVT.
<br />3d RT.
<br />948.58
<br />5 1
<br />32+06
<br />1 TOP N.W. COR. STEP
<br />48 RT.
<br />973.22
<br />a
<br />vN J
<br />I z 6 I' 11 II N I
<br />S
<br />-A o m; HYD. o . 85. 29 -
<br />m z O>- � 10"ELM CD a 17+42.6 VALVE D- 7°
<br />tea►- o �- L.H.E. STA. 11+76 T T - 756. 5'
<br />VILLAGE OF VERONA mz=oW __- 203. IS, W�H� TO 17+35
<br />ai.mvo;- i L - 1221.2'
<br />ma mn a W/z E - 296.0'
<br />> \ ` � J R - 81 8. 6' :O
<br />10. 20 � �\ I� o S - 0.05 Ft./FT. �rotf
<br />O.
<br />J
<br />NI 'I 'o - 14 T4. a 16 ro I8 ql I p¢} zw O.L.41 42�W Z W o �XT�N.QCONC_BOX ULV'T. rft �t
<br />8 9 10 II + 12 + 13 t I o + �f vl >> .I �+ q a
<br />m *� 1 +� M «� , +I +I w� j=am d� ml W 1 I
<br />(� (I! ❑I H. l u '� N.II IIU• 016
<br />aT �f
<br />011 h ANK
<br />S 02571E1 Lt
<br />p 2°AA" + 00
<br />69� ml B¢
<br />»I ¢
<br />a +
<br />or T.P. Z
<br />MI ,6
<br />3
<br />S.M. -5
<br />�• .� ��
<br />O-'
<br />P.C. � ,� `
<br />in; t`�� ,
<br />P. T. 29+ g4.0
<br />el.- 24+99.3
<br />o B.M.S
<br />b /
<br />d / /
<br />/ )L
<br />P
<br />/P, 11+81.3
<br />��PT.
<br />�e.T:
<br />y. IRT!o
<br />31:r��
<br />���
<br />PC H2O �e
<br />1 - 94.31' REMOVE CONC.APRON
<br />-A o m; HYD. o . 85. 29 -
<br />m z O>- � 10"ELM CD a 17+42.6 VALVE D- 7°
<br />tea►- o �- L.H.E. STA. 11+76 T T - 756. 5'
<br />VILLAGE OF VERONA mz=oW __- 203. IS, W�H� TO 17+35
<br />ai.mvo;- i L - 1221.2'
<br />ma mn a W/z E - 296.0'
<br />> \ ` � J R - 81 8. 6' :O
<br />10. 20 � �\ I� o S - 0.05 Ft./FT. �rotf
<br />O.
<br />J
<br />NI 'I 'o - 14 T4. a 16 ro I8 ql I p¢} zw O.L.41 42�W Z W o �XT�N.QCONC_BOX ULV'T. rft �t
<br />8 9 10 II + 12 + 13 t I o + �f vl >> .I �+ q a
<br />m *� 1 +� M «� , +I +I w� j=am d� ml W 1 I
<br />(� (I! ❑I H. l u '� N.II IIU• 016
<br />• 1 �` •� I I I 1 , It - �i 1' 1 I 1 l' .},� �� m I r�,t '1' �-- - .. -- _ - . t70TVv.
<br />+ =al 1/4 LN._ 2Z \ i o S 1" 4
<br />j ari In +' 0 b'-75 S.R RT
<br />7 f /r'.
<br />2 I- 24'X 60' C P. REO D
<br />I j I H. �!: <w �r I �� 118 Y { "> \ SKEW L.H.E :J•
<br />1 H I"'1"'I I H.� N. 1 '� +I
<br />r
<br />O,L„i nl �I I � � I I I •r I �. Ed,�• \\
<br />68 1 O.L 58 • O.l.ST I O.L. + O.L. r.lO.l. O.L. a w J ` % m bo --+01.4.
<br />54 53 0. L. r + -L.
<br />52
<br />d 4S, r nI ryo, II n l j /� t�2 s f'b(O �� 0"B`+00
<br />56 55 V N A } �df�� Cp 1 I H, I t�+ 14. T / JY ',^ ?� 6•,4,
<br />+ 5.7+ 2+28.0 +I 52 + = O.l. f II I M O' u �. w �l i' Q / /� \ r...
<br />--�r - �' \ I +•i '1 + .i 51 IO.L.50' IO.I. 1� 11 Q. �o�l + l rt'. p` a. \ GS.
<br />0 AA ♦00 375 7+972 - ry \\ I dl W a a d -it y s . PP. r
<br />as s, rY n W a m� w vn ml Hj, a till I / i \�
<br />r ►- a` A t Z� w >-o �' f�o.L. a oF iy
<br />d• O// F( he BEGINNING OF PROJECT y�u1 W �< c m _j: 48 +�0. 7 yn� %/ N. c y + L - �i� r� ; NCE Fps
<br />0+00 8.2 g. Q4 <�,`e S 0257(3) STA. 11+00 0 = v rn d - oil io t T .
<br />13
<br />o 0L. ti 'f
<br />T.P. ( a a = 4 N 46 0+ 4�p
<br />Tp
<br />P.1.STA. 11+81,3 m a i __ + d M.3 +�� 9+` "\ ` » FL^4+99.3
<br />++ __ 1 -203 19 0 2'A+00 >w c I I r_
<br />r- 0 - - -OP,I. 2+29.0 • ' G o3 = - "` O\ VERA MATTS J
<br />59.9 p g 3 19 at
<br />�STOR� �` D - 24° u/ , 2 ei LR+ 3 a I i l ro� \ 100.
<br />111111 •i- ' T - 4 9 . 3' t < J. f .
<br />e oI L - 97.2' m/ �i w 2_A"y C4
<br />5. O' a o T ° 00 GRN a HARTLAND \ \ c�` STK.
<br />P.P. 'r Eg g O� p S a �?1 370
<br />P. P. S - O 00 FT/FT �m 4g �, 4/ VERONA J POST X S- K.
<br />L.H.E. STA.II+76.7-STA. 17+85
<br />OL 43 P.I. 24+99.3 >
<br />t 11 00 - _.._.... _ _.... _ - 22+ 5.7 r
<br />I 1 C-3826 41M 4.R
<br />T -
<br />i !F 2833
<br />25+89.5
<br />+fl +30. +m SAOITARY SEWER SIDE -ROAD RT.
<br />1000 S m SUMP PUMP 18+90 _ 91Q STA. 284.03.4 1000_±
<br />_ _ tt
<br />INLETi984.03 t
<br />I SCHhRQL 988.69
<br />I ; ADJUST COVER TO 91.95
<br />T.S RiT.
<br />990 4•�T\ 960_
<br />- 4
<br />-r -r _ - SANITARY' SEINER MA'1HOLE'..18 ><80
<br />dIT RY : --_- S M��R.:INV9ft -r ADJUST COVER 70 9t.50 pm
<br />--+ - i- SA -
<br />_
<br />r
<br />I SA,NiTARY SEWER MAb1HOI:E 11+83
<br />ti
<br />980 i ADJUST COVER TO 95.-8 ri 95:0 i of o, o � 94.4.0 a
<br />., �.
<br />ITARY ZEWER'MANHOLE 15+30 A # +190 -+ S o0
<br />I 4 SAR oo +a 0'13- 1' 2'B 3P 4•8'
<br />ADJUST COVER TO 94.7 a'a M �A
<br />IM 1
<br />970 m 970
<br />,
<br />500 v.
<br />I imp
<br />S1DE-ROA RL 18+03.3
<br />'
<br />230' V i
<br />j 960 E 1 I ' 1D n a +3 4 f "26Q
<br />. ,._.______ _.__._M .__ _ _.. _ _ _ __ _�_ . _ _.__
<br />i_
<br />f � t
<br />_
<br />00y 950 I + I ( 9 STRUCTURE NO.B"13-476 »ac
<br />E
<br />-.._...__. 9_Q .-. FA.S.'52"A' -- i
<br />I
<br />ADJUST COVER 93.85 STA. ?14+ 86.3,
<br />! i t F OPENING 947.36 > m
<br /><_ i_:_ `.s► 3 - IGS X� ►1. 'X 51.5 GONC.80X CULT � r TOP O I
<br />IN PLACE c'' INLET 936.44
<br />I-
<br />X ? D 17' "' LT. f3 14 9" RT � � _ 8--
<br />--
<br />._,_._.. __._ ..._ .. ,.__._ __.._ ____ _. _40
<br />J EN 3 _ _ N: DISC. 936.'36
<br />3 1 r i J i i E
<br />1E
<br />'SEE DRAWING 18471
<br />O :A" i'r1"
<br />a
<br />111 € ro
<br />o:ia ✓
<br />f I
<br />s
<br />O A
<br />p f f _ .1► C _ Ml .. :USD. .. _'�j -, .. - ,p _.. ,h
<br />Aft
<br />its
<br />1 , I. ! {, •A. IA -A iA 'at A 'A .A. ;A i1
<br />A
<br />A 'A
<br />y j ,
<br />;A
<br />0 4 6 S T 9 10 1 2 3 4 15 6 7 8.. _ .9 20 1 2 3 4 >5 6 7.. .. 8..._ 9
<br />._ y 30
<br />aT �f
<br />\
<br />+v
<br />0 Jam`
<br />j 0P
<br />/ )L
<br />P
<br />6"POP 6.
<br />i�ry4__
<br />y. IRT!o
<br />4PILE
<br />x.38
<br />• 1 �` •� I I I 1 , It - �i 1' 1 I 1 l' .},� �� m I r�,t '1' �-- - .. -- _ - . t70TVv.
<br />+ =al 1/4 LN._ 2Z \ i o S 1" 4
<br />j ari In +' 0 b'-75 S.R RT
<br />7 f /r'.
<br />2 I- 24'X 60' C P. REO D
<br />I j I H. �!: <w �r I �� 118 Y { "> \ SKEW L.H.E :J•
<br />1 H I"'1"'I I H.� N. 1 '� +I
<br />r
<br />O,L„i nl �I I � � I I I •r I �. Ed,�• \\
<br />68 1 O.L 58 • O.l.ST I O.L. + O.L. r.lO.l. O.L. a w J ` % m bo --+01.4.
<br />54 53 0. L. r + -L.
<br />52
<br />d 4S, r nI ryo, II n l j /� t�2 s f'b(O �� 0"B`+00
<br />56 55 V N A } �df�� Cp 1 I H, I t�+ 14. T / JY ',^ ?� 6•,4,
<br />+ 5.7+ 2+28.0 +I 52 + = O.l. f II I M O' u �. w �l i' Q / /� \ r...
<br />--�r - �' \ I +•i '1 + .i 51 IO.L.50' IO.I. 1� 11 Q. �o�l + l rt'. p` a. \ GS.
<br />0 AA ♦00 375 7+972 - ry \\ I dl W a a d -it y s . PP. r
<br />as s, rY n W a m� w vn ml Hj, a till I / i \�
<br />r ►- a` A t Z� w >-o �' f�o.L. a oF iy
<br />d• O// F( he BEGINNING OF PROJECT y�u1 W �< c m _j: 48 +�0. 7 yn� %/ N. c y + L - �i� r� ; NCE Fps
<br />0+00 8.2 g. Q4 <�,`e S 0257(3) STA. 11+00 0 = v rn d - oil io t T .
<br />13
<br />o 0L. ti 'f
<br />T.P. ( a a = 4 N 46 0+ 4�p
<br />Tp
<br />P.1.STA. 11+81,3 m a i __ + d M.3 +�� 9+` "\ ` » FL^4+99.3
<br />++ __ 1 -203 19 0 2'A+00 >w c I I r_
<br />r- 0 - - -OP,I. 2+29.0 • ' G o3 = - "` O\ VERA MATTS J
<br />59.9 p g 3 19 at
<br />�STOR� �` D - 24° u/ , 2 ei LR+ 3 a I i l ro� \ 100.
<br />111111 •i- ' T - 4 9 . 3' t < J. f .
<br />e oI L - 97.2' m/ �i w 2_A"y C4
<br />5. O' a o T ° 00 GRN a HARTLAND \ \ c�` STK.
<br />P.P. 'r Eg g O� p S a �?1 370
<br />P. P. S - O 00 FT/FT �m 4g �, 4/ VERONA J POST X S- K.
<br />L.H.E. STA.II+76.7-STA. 17+85
<br />OL 43 P.I. 24+99.3 >
<br />t 11 00 - _.._.... _ _.... _ - 22+ 5.7 r
<br />I 1 C-3826 41M 4.R
<br />T -
<br />i !F 2833
<br />25+89.5
<br />+fl +30. +m SAOITARY SEWER SIDE -ROAD RT.
<br />1000 S m SUMP PUMP 18+90 _ 91Q STA. 284.03.4 1000_±
<br />_ _ tt
<br />INLETi984.03 t
<br />I SCHhRQL 988.69
<br />I ; ADJUST COVER TO 91.95
<br />T.S RiT.
<br />990 4•�T\ 960_
<br />- 4
<br />-r -r _ - SANITARY' SEINER MA'1HOLE'..18 ><80
<br />dIT RY : --_- S M��R.:INV9ft -r ADJUST COVER 70 9t.50 pm
<br />--+ - i- SA -
<br />_
<br />r
<br />I SA,NiTARY SEWER MAb1HOI:E 11+83
<br />ti
<br />980 i ADJUST COVER TO 95.-8 ri 95:0 i of o, o � 94.4.0 a
<br />., �.
<br />ITARY ZEWER'MANHOLE 15+30 A # +190 -+ S o0
<br />I 4 SAR oo +a 0'13- 1' 2'B 3P 4•8'
<br />ADJUST COVER TO 94.7 a'a M �A
<br />IM 1
<br />970 m 970
<br />,
<br />500 v.
<br />I imp
<br />S1DE-ROA RL 18+03.3
<br />'
<br />230' V i
<br />j 960 E 1 I ' 1D n a +3 4 f "26Q
<br />. ,._.______ _.__._M .__ _ _.. _ _ _ __ _�_ . _ _.__
<br />i_
<br />f � t
<br />_
<br />00y 950 I + I ( 9 STRUCTURE NO.B"13-476 »ac
<br />E
<br />-.._...__. 9_Q .-. FA.S.'52"A' -- i
<br />I
<br />ADJUST COVER 93.85 STA. ?14+ 86.3,
<br />! i t F OPENING 947.36 > m
<br /><_ i_:_ `.s► 3 - IGS X� ►1. 'X 51.5 GONC.80X CULT � r TOP O I
<br />IN PLACE c'' INLET 936.44
<br />I-
<br />X ? D 17' "' LT. f3 14 9" RT � � _ 8--
<br />--
<br />._,_._.. __._ ..._ .. ,.__._ __.._ ____ _. _40
<br />J EN 3 _ _ N: DISC. 936.'36
<br />3 1 r i J i i E
<br />1E
<br />'SEE DRAWING 18471
<br />O :A" i'r1"
<br />a
<br />111 € ro
<br />o:ia ✓
<br />f I
<br />s
<br />O A
<br />p f f _ .1► C _ Ml .. :USD. .. _'�j -, .. - ,p _.. ,h
<br />Aft
<br />its
<br />1 , I. ! {, •A. IA -A iA 'at A 'A .A. ;A i1
<br />A
<br />A 'A
<br />y j ,
<br />;A
<br />0 4 6 S T 9 10 1 2 3 4 15 6 7 8.. _ .9 20 1 2 3 4 >5 6 7.. .. 8..._ 9
<br />._ y 30
<br />
|