HomeMy WebLinkAboutS. Willson Curb Replacements Asbuilts I 5' I
INLET CASTING
NEENAH R-3067-L,
7030 R
2d4 L OR DRAWN BY:WFS
..ice D&L 1-3517
TRANSITION CURB&GUTTER CHECKED BY:ASK
TO MATCH INLET CASTING `� APPROVED BY:ASK
(TYPICAL FOR ALL IN
DATE:3/1/2017
JE 0'TRANSITION TO MATCH EXISTING
REMOVAL B.M.ALUM CAP(-) .f.
LIMITS ELEV.-4808.89 :}.� • PRECAST CONCRETE,
M-3000 OR C-3000
F-4'45*
VARIABLE(3•MIN.) 3'-0' NO.4 BARS AT 12'CENTERSMAX.,SPACED EQUALLYZ3.0% NR6• D INLET, e2'TRANSITION INSTALLSTORM DRAIN INLET 4•_0.TO MATCH PER STANDARD DRAWING
02720-1A GRATE FLOWLINE=6.07 FRONT VIEW
6•INV.OUT-2.90
@� @ 3I -INSTALLED 7 LF AT 2.4% 4•MINIMUM,7'MAXIMUM OPENING z
IT
<J <J INSTALL7CR-
FILLET B�
5/8'SMOOTH ROD y N
4' • CENTERED IN OPENING F-� N
(EXCEPT FOR EJM'7030)1"MAX OFFSET
/ a
e e
LLET, ROPOS CURB&GUTTER OR
ONNECTED TO EXISTING CASTING BACK PIECE E�USTMENT N N
INSTALL STORM DRAIN CLAY TILE PIPE WITH VARIABLE • 2•-0• • O G
FORMED COUPLER
INLET DRAWING 02STANDARD
ENCASED IN CONCRETE W e
_ AVEMENT RE OVAL LINE 6'SCHEDULE 40
6''IINV.OUTFLOWL NE 2.955.90 ✓O 26 PVC PIPE PIPE OR SDR • • 6d Cp:
-INSTALLED 17 LF AT 6. LAG GROUT SEAL O �' I Fz" em
8•CLAY PIPE i0 p
2.S% `^ PIPE BOX • ,•y
MILLED&RE-PAVED FULL WIDTH V J N
— �• CURB AND GUTTER?0 BE WARPED 1E-i
TO MATCH INLET. U m
FLEXIBLE CONNECTOR, f 9• m
FERNCO SIRONGBACK / •ei�
RC 1000 SERIES BLOCK OUT FOR • • ,. f•�•�'x,;=.•. W
W CURTISS ST. OUTLET PIPE 8 I E
F^ 3•-0• a
REMOVE INLET,INSTALL REMOVE INLET,INSTALL • PA,.
STORM DRAIN INLET PER MANHOLE&CURB INLET
STANDARD DRAWING PER STANDARD DRAWING
02720-18 SIDE VIEW I s
GRATE FFLOWUNE-6.34 m GRATE FLOWUNE 6.44 p
6'INV.OUT-3.32 8'INV.OUT NE=2.68 CATCH BASIN DETAILS m 8
8'IW.IN S&W-2.93 ro 11 �@
PAVEMENT r?.7• ONyy,
REMOVAL
LIMITS
-PAVEMENT REMOVAL
INSTALL 6•SDR 26 OR (VARIES TYP. 2' UNE
SCHED,40 PVC PIPE,
SLOPE AT 2% SIDEWALK
INSTALLED 18.6 LF 4. C AT 1.81G v, v, •CONNECTED TO EXISTING
PVC PIPE.
BACKFlLL CURB WITH EPLACE PAVEMENT WITH 4•
I CLEAN TOPSOIL,TAMPED
INSTALL 8'28 PVC PIPE, IN PLACE.SEED ALL GRADE B PLANT MIX(2 LIFTS)
1 TRANSTION TO IMTCH CONNECT TO EXISTING CLAY F
DISTURBED AREAS. TACK ALL EDGES. Ei
TILE PIPE,ASSUMED INV=2.53 ESTORE BASE WITH 1.5'
EXISTING PAVEMENT CONTRACTOR TO VERIFY. IGRAVEL. w w
PROPOSED CURB&G INSTALLED 5.6 LF AT COMPACTED PER MpW55 •4'TYPICAL FOR
2 4R MINUS,CRUSHED ��yI
RB' 02234 3.3 WILLSON/CURNSS, Fi
CAL ALL
ol. ISONG CVERTICAL CURB&GUTTER 2'TYP0 ERIAREAS. r,
TO BE REMOVED. F+i
6�s 1.g egy INSf CONCRETE FlLLET r
PAVEMENT CJ o CURB REPLACEMENT TYPICAL SECTION d A
REMOVAL
UMITS 1.7% z pq old
o x
II CONTRACTION JOINT ,� � Z
INSTALL 8'CONCR INSTALS'OR Wff)3 CATCH BASIN NCRETE FlLLET(C.0.8.STANDARD 02529-2) �( 0
PED RAMPS WITH SCH PVC RE-INFORCED WITH/4 BARS ON 2'GRID
rlAST
2'XS'DETECTABLE W
AT 2% OPE PANSION JOINT
WARNING PLATES N W W
REMOVE INLET. WITHOTCH JBAS N �a
CIO
INSTALL STORM
DRAIN INLET PER�T_ �i
STANDARD DRAWING F
1'TRANSRIO TO MATCH 02720-1A �i.
GRATE ,.rw, 6, a H
N - EXISTING PAVEMENT FLOWLINE-6.18 Sf Jl�
8•INV.OUT-3.19
'^ RE-GRADE i0 MATCH NEW CONCRETE a
v, DUCTILE IRO'X5'CASTIRON Q
DETECTABLE WARNING PLATES
Scale: 1"= 1 0' EXPANSION JOINT ^'
•=RECORD DRAWING ADDITIONS SHEET No. 6
0 5' 10' 20' C ,CONCRETE
m SIDEWALK M 5
TYPICAL CORNER DETAIL
OF 7