|
I! Raved Gutter �—Z Genuine rev�ht iron pipe.
<br />fr8991 g� /aid urc/er 7' g¢
<br />chi ne% canna "TiI /rry to eX /;r%i"q - --
<br />✓ �\ ! e Tor: me/er sv f
<br />stony laavinq on the ' � P rs'� �'' ziz 1t
<br />slope between aJtaron and 1/8 11
<br />Wa/1 7V,/ W11-h c017e ^6-fe ( Gr�d��ef a ice
<br />T, wled /o /r %s ! El /77O El. 79,9
<br />\ x El. /76.0)
<br />-Oldv
<br />�\ Existinq va /e ��e� ,� n °� o z 4
<br />q / � \ �' i Road YI /- z_ -_ / I I yg j` ai
<br />L
<br />z O bnfh nays
<br />i
<br />a © ► :o; �� - I —r- I Elevation - Down ,stream Waits Section A-A 5ecfi "on 8 -6
<br />'
<br />J diuo X4123
<br />, . - " C annel z)C
<br />N) _ East, wall ds above, West op hand. SCdiP, qii. `O I71. CQ j o1Z'P /a I Ccrena,d se heY7 —�Fl /78.9 el
<br />--- T____
<br />�� r
<br />O c�
<br />;' — I�F_ 5fone masoney o
<br />_ a 0 holes and z
<br />2 unit expanvion
<br />,
<br />caat
<br />iron Z 3 Z
<br />�i laved yuffers sdIaced with bituminous material " -'"
<br />— f — NaPers pravided for 0// watt. ,
<br />Paved Gui�r 3 i PdYi ,✓ Pavedu?zF,�
<br />i Scare �i +otf�. Note: � 7 elevation Upstre ,� 11vaf,Is Seetion G-G Detail of Post and G.T,Guide
<br />Chanfer°' a// exposed' comers ! :` Eaat? rvetll as above West ;oPp hand, Seale 1 in-to I ft
<br />SeP r%t,�i /s of post; and
<br />socket on Sheet 7 . ' Scale` 4 in. to t ff.
<br />5� E
<br />l Borg m e z 6 i
<br />p
<br />¢! 7" —
<br />Detail of Wall Reinforcement
<br />-'RE-00 R E) PLAN, �
<br />LEXINGTON, MASS.
<br />l,e holhWas � f„ VII-4r- tKV0K DRAIN — CONTRACT 5
<br />i
<br />_- _f pips 3 Z
<br />6, /Bv o. C. socks, T "tong +
<br />C U L� R T AT S TA .17 +
<br />£l 173 9
<br />{
<br />El, 178.9
<br />fl /779a
<br />7
<br />__SCALE:, AS 5H4VdN: MARCH, 1939
<br />Scaler if-,. Fo ifi. SCdI g
<br />I
<br />in, to I ft
<br />ME'tvALF &ET)DY
<br />El. 76. p
<br />taG7
<br />;Drawn Y W R. — :
<br />BOSTON, MA SS.
<br />C°urtoIcs r an
<br />E1176.4
<br />4pEro,r, ri na>' sravh ,;� °`
<br />� ! .r_ _ . _J i .
<br />41
<br />sa y
<br />lfiooden �fT�s7rbaaras
<br />„
<br />Stone Masan l-
<br />�
<br />Sheet 10 of 20 SheOS
<br />Surface
<br />�
<br />/a
<br />n'board pits 2 "do1nV0
<br />"
<br />61,
<br />f I 180,c.
<br />j6aOXo ,
<br />XY
<br />"QI ,
<br />as -3 s��mlass yet,
<br />� �,
<br />1
<br />6
<br />m j 1h ways
<br />hl
<br />Ek
<br />i-
<br />b t
<br />a
<br />1nye
<br />t 169,03 _1P
<br />s ¢
<br />Cons /rucfja»
<br />a—
<br />Py
<br />12 5tafie
<br />Poylnq O
<br />lZ 5fane f� vin l f /© oc
<br />1-
<br />1
<br />5� E
<br />l Borg m e z 6 i
<br />p
<br />¢! 7" —
<br />Detail of Wall Reinforcement
<br />-'RE-00 R E) PLAN, �
<br />LEXINGTON, MASS.
<br />l,e holhWas � f„ VII-4r- tKV0K DRAIN — CONTRACT 5
<br />i
<br />_- _f pips 3 Z
<br />6, /Bv o. C. socks, T "tong +
<br />C U L� R T AT S TA .17 +
<br />.75
<br />`, ,bothtti%ar�s
<br />Longitudinal Seotion Transverse Section at Culvert
<br />J
<br />__SCALE:, AS 5H4VdN: MARCH, 1939
<br />Scaler if-,. Fo ifi. SCdI g
<br />I
<br />in, to I ft
<br />ME'tvALF &ET)DY
<br />taG7
<br />;Drawn Y W R. — :
<br />BOSTON, MA SS.
<br />C1"�9'Ci'KGP,o r
<br />6 t 4) 5J6.Y�•7 t/ ` , ' aznx lOMS
<br />F TYY 1e)Irlsr�FO# ? xsuzo 1 GY RX ADDi:I AR
<br />_—._
<br />- 2
<br />� ! .r_ _ . _J i .
<br />—
<br />Sheet 10 of 20 SheOS
<br />'4
<br />j6aOXo ,
<br />K
<br />g�jA
<br />a
<br />,p .'
<br />5� E
<br />l Borg m e z 6 i
<br />p
<br />¢! 7" —
<br />Detail of Wall Reinforcement
<br />-'RE-00 R E) PLAN, �
<br />LEXINGTON, MASS.
<br />l,e holhWas � f„ VII-4r- tKV0K DRAIN — CONTRACT 5
<br />i
<br />_- _f pips 3 Z
<br />6, /Bv o. C. socks, T "tong +
<br />C U L� R T AT S TA .17 +
<br />.75
<br />`, ,bothtti%ar�s
<br />Longitudinal Seotion Transverse Section at Culvert
<br />__SCALE:, AS 5H4VdN: MARCH, 1939
<br />Scaler if-,. Fo ifi. SCdI g
<br />I
<br />in, to I ft
<br />ME'tvALF &ET)DY
<br />taG7
<br />;Drawn Y W R. — :
<br />BOSTON, MA SS.
<br />C1"�9'Ci'KGP,o r
<br />6 t 4) 5J6.Y�•7 t/ ` , ' aznx lOMS
<br />F TYY 1e)Irlsr�FO# ? xsuzo 1 GY RX ADDi:I AR
<br />_—._
<br />- 2
<br />� ! .r_ _ . _J i .
<br />nerJ.a�a`,Bf�9,p",?Jg{T
<br />iDn oV. S r CPJ
<br />Sheet 10 of 20 SheOS
<br />
|