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LINE TABLE
LINE
BEARING
LENGTH
Ll
N 44-5849" E
19.74'
TOLL FREE -04mmm"- I - 800 - 2 2 / - 2 6UU
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSRUCTION OF TIME OV
E REQUIRED IMPROVEMENT NOT
COMMENCE 1�1THIN TWO YEARS OF THE DATE OF APPROVAL
I
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SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
CONSTRUCTION NOTES. -
INSTALL 48" R.C.P., D -LOAD PER PROFILE
INSTALL 24" R.C.P., D -LOAD PER PROFILE
CONST. MANHOLE PIPE TO PIPE PER APWA STD. PLAN 320-1
CONST JUNCTION STRUCTURE -PIPE TO PIPE APWA STD.
PLAN 331-2
10 CONST, CONCRETE COLLAR FOR R.C.P. PER APWA STD. 380-2
12 CONST. CURB OPENING CATCH BASIN PER APWA STD. JOO-Z
W=PER PLAN
14 REMOVE EXSIT. STORM DRAIN STRUCTURE AND PIPE
15 CONST. BLANKET PROTECTION PER A.P.W.A. STD. PLAN 225-1
17 SAWCUT, REMOVE AND REPLACE EX. AC PAVEMENT
19 CONST LOCAL DRESSION PER APWA STD. 3I3-1
20 GRIND 5' WIDE AND OVERLAY 0.1 ' MIN. PER DETAIL ON SHT. 2
21 ADJUST WATER VALVES TO GRADE
REMOVAL DETAIL
SCALE" 1 "--20'