|
595
<br />TO TRAFFIC
<br />CRI ' CONTROL CABINET 1�
<br />® NEW SIGNAL SUPPORTS .
<br />DIRECTION OF DRAINAGE IN CONDUITS
<br />NEW Y" METAL CONDUIT
<br />-�
<br />--t_ EXISTING 2" METAL CONDUIT
<br />LIMITS OF CONSTRUCTION 11
<br />�r I
<br />I1 1
<br />I1 f
<br />It f
<br />II +
<br />„ J
<br />595 + 87.68 =
<br />0+00
<br />Pt.
<br />h
<br />rn
<br />tO
<br />r Je I
<br />,r
<br />r „
<br />f ,f
<br />1 r+
<br />1 �r
<br />I u
<br />r r,
<br />,J TO REMAIN
<br />-- IN PLACE
<br />1 l
<br />1 II
<br />-_ _
<br />f
<br />59S+38
<br />38
<br />IENO OpOJECT PR
<br />i
<br />595+91.62=
<br />r r
<br />,
<br />� n
<br />%/ 1r
<br />t
<br />BOX OUT WHEN BASE
<br />6618"R. IS LOCATED IN CON-
<br />CRETE SIDEWALK.
<br />I V
<br />u r
<br />.; lnewucu
<br />e.
<br />rr I
<br />I.-' �,' A.
<br />T 017-2(44}
<br />..''III
<br />i
<br />TO REMAIN
<br />,f f
<br />IN PLACE
<br />f! f
<br />Ll
<br />11 I' : 1 Il I.
<br />.
<br />A H f...l r L� • '
<br />12" MINIMUM fRADIUS
<br />I
<br />,.1
<br />l
<br />2" METAL CONDUIT STUB
<br />I
<br />595 + 87.68 =
<br />0+00
<br />Pt.
<br />h
<br />rn
<br />tO
<br />r Je I
<br />,r
<br />r „
<br />f ,f
<br />1 r+
<br />1 �r
<br />I u
<br />r r,
<br />,J TO REMAIN
<br />-- IN PLACE
<br />1 l
<br />1 II
<br />-_ _
<br />f
<br />59S+38
<br />38
<br />IENO OpOJECT PR
<br />i
<br />595+91.62=
<br />r r
<br />,
<br />� n
<br />%/ 1r
<br />t
<br />BOX OUT WHEN BASE
<br />6618"R. IS LOCATED IN CON-
<br />CRETE SIDEWALK.
<br />I V
<br />GENERAL NOTES --��
<br />LOCATION OF CONCRETE MASONRY, SIGNAL Si PPORTS,'AS 5FIOWN ON PLAN
<br />SHEETS, ARE APPROXIMATE. EXACT LOCATION TO BE DETERMINED IN FIELD BY
<br />THE ENGINEER. ¢
<br />BEVEL EXPOSED EDGES OF SIGNAL SUPPORTS 1".
<br />ANCHOR BOLTS FOR TYPE I SIGNAL SUPPORTS SMALL BE'IHREADED 4" AND
<br />FURNISHED WITH HOT -DIP GALVANIZED HEX NUTS.
<br />THE COST OF FURNISHING ANCHOR BOLTS AND NUTS FOR SIGNAL SUPPORTS
<br />SHALL BE INCLUDED IN THE BID PRICE FOR CONCRETE MASONRY, SIGNAL SUPPORTS.
<br />METAL CONDUIT, 2" AND FIBER CONDUIT, 3" SHALL BE DRAINED IN DIRECTION
<br />OF ARROWS AS SHOWN ON PLAN, -
<br />DRAIN SUMPS WILL BE REQUIRED AT THE LOW POINTS IN THE CONDUIT EXCEPT
<br />AT AN OPEN END.
<br />ALL ENDS OF METAL CONDUIT, Z" SHALL BE FITTED WITH THREADED CONDUIT
<br />CAPS.
<br />ALL SIGNAL BASES TO BE TYPE I EXCEPT AS SHOWN ON PLANS.
<br />CONDUIT INSTALLED AS A CONTINUOUS SYSTEM BETWEEN PULLBOXESISNALL
<br />HAVE A MINIMUM DEPTH'OF 10"AND SHALL AT ALL TIMES BE BELOW THE PAVEMENT,
<br />ANCHOR BOLTS IN SIGNAL BASE SHALL BE ORIENTED NORMAL TD THE CENTER-
<br />LINE OF THE ROADWAY. '
<br />IN LOCATIONS WHERE EXISTING CONDUITS ARE TO CONNECT NTH NEW SIGNAL
<br />BASES, THE CONNECTIONS WALL BE MADE BY THE CONTRACTOR"
<br />f
<br />. II
<br />i
<br />ti
<br />1 1.
<br />t
<br />I
<br />x
<br />2"X I' TEE DR
<br />METAL. I iA" x I IA" x I" 'TIE
<br />I � 1
<br />271/2"
<br />r r
<br />, f
<br />,
<br />TO REMAIN
<br />-o
<br />rr IN PLAC� LOCATE ANCHOR BOLTS
<br />AS SHOWN
<br />I � N
<br />I
<br />r'
<br />, r ,
<br />f '
<br />2' - 10" -
<br />' h _
<br />I
<br />Illy
<br />-HOT DIP GALVANIZED MACHINE
<br />THREADED CONDUIT CAPS j LTS ROLLED THREE, SQUARg
<br />w HEADi AND NUTS, V2 dIA.- 10
<br />„ I m JI" OVERALL LENGTH, THREADED
<br />+i -, {r
<br />LENGTH 6", 13-N. C-2
<br />Vo I
<br />r�% II'1 1j II
<br />I 1
<br />ZZ L
<br />1
<br />a 12" RADIUS MINIMUM METAL CONDUIT CONCRETE MASONRY
<br />i "
<br />i LACED AS SHOWN GRADE AA
<br />CONTROL CABINET BASE SIGNAL SUPPORT
<br />r
<br />1
<br />GALVANIZED MATER PIPE TEE
<br />ROCK FI
<br />I" X B" WATER PIPE NIPPLE !
<br />1
<br />I 11
<br />NOTE: INSTALL AS REWIRED AT -
<br />Ij' LOW POINTS FOR DRAINAW �.
<br />! DRAIN SUMP
<br />TRAFFIC SIGNAL DETAILS.
<br />FOR
<br />VERONA AVENUE '
<br />1
<br />PROJECT T017-2(44);-.
<br />(- I
<br />DANE COUNTY U.S.H.151
<br />IROJ[CT
<br />.; lnewucu
<br />e.
<br />I.-' �,' A.
<br />T 017-2(44}
<br />..''III
<br />i
<br />4
<br />Ll
<br />11 I' : 1 Il I.
<br />.
<br />A H f...l r L� • '
<br />12" MINIMUM fRADIUS
<br />N
<br />,.1
<br />2" METAL CONDUIT STUB
<br />PLACED WHEN DIRECTED2"
<br />METAL CONOVIT.
<br />BY ENGINEER,
<br />- - °
<br />PLACED AS REO'D.
<br />Vis.:..• .
<br />518" fflr X 18" ANCHOR BOLTS
<br />-
<br />HOT -DIP GALVANIZED FOR A
<br />MIN. OF 6" ON THREADED END
<br />TYPE I CONCRETE
<br />MASONRY
<br />SIGNAL SUPPORT
<br />GENERAL NOTES --��
<br />LOCATION OF CONCRETE MASONRY, SIGNAL Si PPORTS,'AS 5FIOWN ON PLAN
<br />SHEETS, ARE APPROXIMATE. EXACT LOCATION TO BE DETERMINED IN FIELD BY
<br />THE ENGINEER. ¢
<br />BEVEL EXPOSED EDGES OF SIGNAL SUPPORTS 1".
<br />ANCHOR BOLTS FOR TYPE I SIGNAL SUPPORTS SMALL BE'IHREADED 4" AND
<br />FURNISHED WITH HOT -DIP GALVANIZED HEX NUTS.
<br />THE COST OF FURNISHING ANCHOR BOLTS AND NUTS FOR SIGNAL SUPPORTS
<br />SHALL BE INCLUDED IN THE BID PRICE FOR CONCRETE MASONRY, SIGNAL SUPPORTS.
<br />METAL CONDUIT, 2" AND FIBER CONDUIT, 3" SHALL BE DRAINED IN DIRECTION
<br />OF ARROWS AS SHOWN ON PLAN, -
<br />DRAIN SUMPS WILL BE REQUIRED AT THE LOW POINTS IN THE CONDUIT EXCEPT
<br />AT AN OPEN END.
<br />ALL ENDS OF METAL CONDUIT, Z" SHALL BE FITTED WITH THREADED CONDUIT
<br />CAPS.
<br />ALL SIGNAL BASES TO BE TYPE I EXCEPT AS SHOWN ON PLANS.
<br />CONDUIT INSTALLED AS A CONTINUOUS SYSTEM BETWEEN PULLBOXESISNALL
<br />HAVE A MINIMUM DEPTH'OF 10"AND SHALL AT ALL TIMES BE BELOW THE PAVEMENT,
<br />ANCHOR BOLTS IN SIGNAL BASE SHALL BE ORIENTED NORMAL TD THE CENTER-
<br />LINE OF THE ROADWAY. '
<br />IN LOCATIONS WHERE EXISTING CONDUITS ARE TO CONNECT NTH NEW SIGNAL
<br />BASES, THE CONNECTIONS WALL BE MADE BY THE CONTRACTOR"
<br />f
<br />. II
<br />i
<br />ti
<br />1 1.
<br />t
<br />I
<br />x
<br />2"X I' TEE DR
<br />METAL. I iA" x I IA" x I" 'TIE
<br />I � 1
<br />271/2"
<br />r r
<br />, f
<br />,
<br />TO REMAIN
<br />-o
<br />rr IN PLAC� LOCATE ANCHOR BOLTS
<br />AS SHOWN
<br />I � N
<br />I
<br />r'
<br />, r ,
<br />f '
<br />2' - 10" -
<br />' h _
<br />I
<br />Illy
<br />-HOT DIP GALVANIZED MACHINE
<br />THREADED CONDUIT CAPS j LTS ROLLED THREE, SQUARg
<br />w HEADi AND NUTS, V2 dIA.- 10
<br />„ I m JI" OVERALL LENGTH, THREADED
<br />+i -, {r
<br />LENGTH 6", 13-N. C-2
<br />Vo I
<br />r�% II'1 1j II
<br />I 1
<br />ZZ L
<br />1
<br />a 12" RADIUS MINIMUM METAL CONDUIT CONCRETE MASONRY
<br />i "
<br />i LACED AS SHOWN GRADE AA
<br />CONTROL CABINET BASE SIGNAL SUPPORT
<br />r
<br />1
<br />GALVANIZED MATER PIPE TEE
<br />ROCK FI
<br />I" X B" WATER PIPE NIPPLE !
<br />1
<br />I 11
<br />NOTE: INSTALL AS REWIRED AT -
<br />Ij' LOW POINTS FOR DRAINAW �.
<br />! DRAIN SUMP
<br />TRAFFIC SIGNAL DETAILS.
<br />FOR
<br />VERONA AVENUE '
<br />1
<br />PROJECT T017-2(44);-.
<br />(- I
<br />DANE COUNTY U.S.H.151
<br />IROJ[CT
<br />EN[CT TOTAL
<br />OIV/¢ION
<br />HUMB[R EN[CTB
<br />T 017-2(44}
<br />2.4 1Z
<br />4
<br />GENERAL NOTES --��
<br />LOCATION OF CONCRETE MASONRY, SIGNAL Si PPORTS,'AS 5FIOWN ON PLAN
<br />SHEETS, ARE APPROXIMATE. EXACT LOCATION TO BE DETERMINED IN FIELD BY
<br />THE ENGINEER. ¢
<br />BEVEL EXPOSED EDGES OF SIGNAL SUPPORTS 1".
<br />ANCHOR BOLTS FOR TYPE I SIGNAL SUPPORTS SMALL BE'IHREADED 4" AND
<br />FURNISHED WITH HOT -DIP GALVANIZED HEX NUTS.
<br />THE COST OF FURNISHING ANCHOR BOLTS AND NUTS FOR SIGNAL SUPPORTS
<br />SHALL BE INCLUDED IN THE BID PRICE FOR CONCRETE MASONRY, SIGNAL SUPPORTS.
<br />METAL CONDUIT, 2" AND FIBER CONDUIT, 3" SHALL BE DRAINED IN DIRECTION
<br />OF ARROWS AS SHOWN ON PLAN, -
<br />DRAIN SUMPS WILL BE REQUIRED AT THE LOW POINTS IN THE CONDUIT EXCEPT
<br />AT AN OPEN END.
<br />ALL ENDS OF METAL CONDUIT, Z" SHALL BE FITTED WITH THREADED CONDUIT
<br />CAPS.
<br />ALL SIGNAL BASES TO BE TYPE I EXCEPT AS SHOWN ON PLANS.
<br />CONDUIT INSTALLED AS A CONTINUOUS SYSTEM BETWEEN PULLBOXESISNALL
<br />HAVE A MINIMUM DEPTH'OF 10"AND SHALL AT ALL TIMES BE BELOW THE PAVEMENT,
<br />ANCHOR BOLTS IN SIGNAL BASE SHALL BE ORIENTED NORMAL TD THE CENTER-
<br />LINE OF THE ROADWAY. '
<br />IN LOCATIONS WHERE EXISTING CONDUITS ARE TO CONNECT NTH NEW SIGNAL
<br />BASES, THE CONNECTIONS WALL BE MADE BY THE CONTRACTOR"
<br />f
<br />. II
<br />i
<br />ti
<br />1 1.
<br />t
<br />I
<br />x
<br />2"X I' TEE DR
<br />METAL. I iA" x I IA" x I" 'TIE
<br />I � 1
<br />271/2"
<br />r r
<br />, f
<br />,
<br />TO REMAIN
<br />-o
<br />rr IN PLAC� LOCATE ANCHOR BOLTS
<br />AS SHOWN
<br />I � N
<br />I
<br />r'
<br />, r ,
<br />f '
<br />2' - 10" -
<br />' h _
<br />I
<br />Illy
<br />-HOT DIP GALVANIZED MACHINE
<br />THREADED CONDUIT CAPS j LTS ROLLED THREE, SQUARg
<br />w HEADi AND NUTS, V2 dIA.- 10
<br />„ I m JI" OVERALL LENGTH, THREADED
<br />+i -, {r
<br />LENGTH 6", 13-N. C-2
<br />Vo I
<br />r�% II'1 1j II
<br />I 1
<br />ZZ L
<br />1
<br />a 12" RADIUS MINIMUM METAL CONDUIT CONCRETE MASONRY
<br />i "
<br />i LACED AS SHOWN GRADE AA
<br />CONTROL CABINET BASE SIGNAL SUPPORT
<br />r
<br />1
<br />GALVANIZED MATER PIPE TEE
<br />ROCK FI
<br />I" X B" WATER PIPE NIPPLE !
<br />1
<br />I 11
<br />NOTE: INSTALL AS REWIRED AT -
<br />Ij' LOW POINTS FOR DRAINAW �.
<br />! DRAIN SUMP
<br />TRAFFIC SIGNAL DETAILS.
<br />FOR
<br />VERONA AVENUE '
<br />1
<br />PROJECT T017-2(44);-.
<br />(- I
<br />DANE COUNTY U.S.H.151
<br />
|