HomeMy WebLinkAbout09-5202 CANADA ROAD HIKE-N-BIKE TRAILZ
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+ + + + + + + + + 4
PROP. 24 L.F. 2'WIDE �O
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BEGIN AT STA. 3+15, 47+00
END AT STA. 3+34
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2+00
2.0 EXIST. SIGN
CONC. SIDEWALK ADDITION,
(SEE S.W. CROSS -SEC. DET. W),
BEGIN AT STA. 3+38
END AT STA. 3+54
EXIS
S.S. !��.H;.'
- ---------
�EXI S T��
S. S. M. H.
EXIST.
PIPELINE VALVE
EXIST.
CHN-LINK FENCE
EXIST. CHAIN
LINK FENCE
0-0-
EXIS
1+00
1. 5'
— 2.0'
!, ........ ........ I
IST. TYPE 1 JNCT.
BOX W/CURB INLET TOP
CANADA ROAD
EXIST. CHAIN
EXIST LINK FENCE
GASM'ETER
0
CONIC. EXIST. I CONIC.
DRIVE AY_. S. S. M. H. 01 DR'JIVEWAY rr)
0—. lwa_"s #—N—fl—#
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U_! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
OZ� XIST. TYPE 1 JNCT.
BOX W/CURB INLET TOP
500 44+00 <
OFEXIST. 24"
STM. SWR.
I L 89.50 291.74 2. 0'
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5'��EXIST. TYPE "H-2" <
INLET W/5' EXT. 7;
SCALE: 1"=30 1
1/4* / FT SLOPE MAXIMUM
0.1m "P. EXIST. 4.0'SIDEWALK —PROP. 2.0'SW. ADDTN fr
4
P
NOTE: 4" REINFORCED CONCRETE —21"
#5 SACK/ C.Y. 3000 P.S.I., 28 DAY
WITH #4 (EPDXY COATED) @ 24" O.C.E.W.
SIDEWALK CROSS—SECTION A"
FOR 2' ADDITION
N.T.S.
PROP. fr S.W. ADUN
0.125' (TYP. 1/4* / FT SLOPE MAY(IMUM PROP. 1.5'
EXIST. 40 SIDEWALK S.W. ADD'N I fr
A
.6�
'-4
L I
NOTE: 4" REINFORCED CONCRETE
#5 SACK/ C.Y. 3000 P.S.I., 28 DAY
WITH #4 (EPDXY COATED) @ 24" O.C.E.W.
SIDEWALK CROSS—SECTION "B"
FOR 2' ADDITION
N.T.S.
EXIST. CHAIN EXIST. CHAIN
E 0 LINK FENCE LINK FE EXIST. CONCRETE
EXIST. HOG EXIST. HOG XIST. CHAIN GAS METER NICE
EXIST WIRE FENCE WIRE FENCE CO LINK FENCE EXIST. CHAIN /EXIST. EXIST. I/S.S. M.H. DRIVE
ONC. N C. * LINK FENCE ASPHALT ASPHALT METER
GAS; METEI� C 0 GAS 0
DRIVEWAY DRIVEWAY1 DRIVEWAY DRIVEWAY
7
Ms —Ai 1 �_ ___ +
Ln .4� 7 =--- __ -;� %� — — — — — — — — — — — — — —
— — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
+ -------- --------- Ln
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST. EXIST.
EXIST. TYPE 1JNCT. 1 EXIST. TYPE 1 JNCT.
- - - - - - - (k_cx I S T. 30" STM. SWR. EXIST. 1 30" STM. SWR.
BOX W/CURB INLET TOP S. S. M. H. S. S. M. H. 0 BOX W/CURB INLET TOP 37+00 36+00
43+00 42+00 41+00 40+00 39+00 +0
<
EXIST. 24" EXIST.
1. 5' EXIST. 2-14" 1. 5' STM. SWR. EXIST. TYPE "H-2" — 1.5' 12" S.S. LLj
STM. SWR.
I EXIST. TYPE "H-2$$ INLET W/5' EXT. Z
71 1 Z11.74 (9 19 F; F;
5,751 �251V _j
.V4T W/5' EXT.
7
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# U
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <
- - - - - - - - - - - - - - - - - - - - - SWR. M.H. TIE-IN EXIST. _�XIST. WOOD FENCE 2.07 EXIST. 36" STM. SWR - - - - - - - F
#—#—ff _ff #_�_#_# .#—, #
U —#—ff— !�89.5Y
< HTEX#IST. WOOD FENCE ?K- -I - - - - - - - - - - - - - - - - - - - - 2. 0' STM. SWR. TYPE "A" INLET EXI
PROP. 752 L.F. 2'WIDE EX ST. WET ELL
'\\ S. S. M. H. 7
CONC. SIDEWALK ADDITION, REECH AVENUE I
(SEE S.W. CROSS -SEC. DET. "B"), PROP. END 803 L.F. 2'WIDE NOTE: FILL-IN FROM SIDEWALK TO CURB; PROP. BEGIN 803 L.F. 2'WIDE
BEGIN AT STA. 40+47, CONC. SIDEWALK ADDITION, ADD 05TO WEST SIDE OF EXIST. SIDEWALK. CONC. SIDEWALK ADDITION,
END AT STA. 3+15 (SEE S.W. CROSS -SEC. DET. "B"), (SEE S.W. CROSS -SEC. DET. "B"),
STA. 40+03 STA. 35+07
FLOOD STATEMENT
THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201CO940L, DATED JUNE 18, 2007, (TSARP).
WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED
OF TE-�%h
MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS
NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS.
.........
**
..............
90298
UTILITIES STATEMENT
S/ONAk- 4W
THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND
STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTILIITES/STRUCTURES MAY VARY
FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE The seal appearing on
ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE this document was
BURIED UTILITIES/STRUCTURES. authorized by
RODNEY LEE SLATON
P.E. 90298, on
.—.4': , . e " A.
V
\ A'
/--PROP. END 207 L.F. 2'WIDE
CONC. SIDEWALK ADDITION
LLJ EXIST. CHAIN
PROP. 17 L.F. 2'WIDE EXIS�\\\ x SCALE: 1 30'
OUTI`Ab��IPE -EXIST. S.S. M.H. FEN CE
CONC. SIDEWALK ADDITION 0 �_ / - -
--------------------------------
EXIST
CARLOW ROAD 16E
EXIST. EXIST. Ln
0 /-EXIST. 122) S.S.
36" STM. SWR. +
12" S.S. S. S. M. H.
S. S. M. H.
A
,4 14
EXIST. 30" STM. SWR.
- — — — — — — Q0
- — — ---- — — — — — — — — T.E — — — - '--' — — — — — — — — 0
4v- 0
- - - - - - - - - - - - - - - N* f - - - - - - - - - - - - - - - - - - EXIST.
STM S
Ln 1:2 1: Z: t ='t ---- -- \�EXIST.
NIP
"EXIST. TYPE 1 JNCT. SS 24" STM. SWR.
EXIST. S.S. M.H.
4" EXIST. TYPE 1 JNCT.
EXIST. 2 BOX W/CURB INLET TOP EXIST. TYPE 1 JN CT. EXIST. TYPE 1 JNCT. BOX I
EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP 28+00 W/CURB INLET TOP 2�+00
STM. SWR. BOX W/CURB INLET TOP 36" STM. SWR. I
U� '35+00 1 33+00 32+00 31+00 1 30+00 29+00
BOX W/CURB INLET TOP34+00 LLJ
EXIST. 24 EXIST. 24"
STM. SWR.
��STM. SWR. EXIST. 24"-"Al EXIST. TYPE "H-2"
EXIST. TYPE "HI-2" I I EXIST. TYPE "H-2"
/-EXIST. TYPE "H-21' STM. SWR. /-INLET W/5' EXT.
jjy.Z6 W/5' EXT. INLET W/5' EXT. 3.38 199�99 7.-"- .1 . INLET W/5' EXT. U
7.
--------------------------
all
"a
U o' 0 0
41 00.37
------------------------
< 4� 1 9 0
—0 0-0—.— 9'/
0 0 0
EXIII�T7 GV _)y ..
EXIST. EXIST. STM. 7E & TERMINATION EXIST. 12 W.L. EXIST. WOOD FENCE ---------------
CHN-LINK F CE SWR. M. H. XIST. WOOD FENCE ------- EXIST.
PROP. END 209 L.F. 2'WIDE PROP. BEGIN 209 L.F 2'WIDE
4
7 __L0
LINK Fb CE
0 PROP. BEGIN 209 L.F. 2' WIDE DEFIANCE ROAD 8"TEE/GV
CONC. SIDEWALK ADDITION, CONC. SIDEWALK ADDITION, PROP. END 209 L.F. 2'WIDE CONC. SIDEWALK ADDITION,
(SEE S.W. CROSS -SEC. DET. "B"), (SEE S.W. CROSS -SEC. DET. "B"), CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. 'W'),
STA. 34+84. STA. 32+01 (SEE S.W. CROSS -SEC. DET. W), STA. 29+24 PROP. END 2318 L.F. 2'WIDE
NOTE: FILL-IN FROM SIDEWALK TO CURB; STA. 31+33 CONC. SIDEWALK ADDITION,
ADD 0.5'TO WEST SIDE OF EXIST. SIDEWALK. (SEE S.W. CROSS -SEC. DET. 'W'),
STA. 27+23
LO
Q0
U
1--_
EXIST.
CHNLNK FENCE
EXIST. SIDEWALK
PROP. BEGIN 231 L.F. 2'WIDE
CONC. SIDEWALK ADDITION
EXIST.
12" S.S.
d
'm -A
.6'WIDE CROSSOVER
SIDEWALK STRIPING
25+00
CONCRETE
DRIVEWAY
EXIST. 1" W.L.
24+00
CANADA ROAD
I
0 PROP. CUT CURB. OUT
C)
Z I & SLOPE 1:12 TO STREET
Ld
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0
C) I
v__: 0
En EXIST. TYPE "H-2" EXIST.
-1 INLET 12" S.S.
-EXIST. S.S. M.H. Li
-----------------------------------------
----------------- / ------------------------------------------
I
vEXIST. 24"
STM. SWR.
[A ! EXIST. TYPE 1
1 1 \— PROP. CUTOUT
EXIST. PROP. JNCT. BOX
U/G CABLE. I I IN MEDIAN
UTOUT CURB
CL
C
388.06
388.05
j ------------------------------
------- — --
-------------- PROP. 9 L.F. 6'W ----------------- EXIST 1-2 W.L.
CONC. SIDEWALK, SLOPE 1:12
FLOOD STATEMENT
THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201CO940L, DATED JUNE 18, 2007, (TSARP).
WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED
MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS
NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS.
UTILITIES STATEMENT
THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND
STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTILIITES/STRUCTURES MAY VARY
FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE
ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE
BURIED UTILITIES/STRUCTURES.
EXIST. S.S. M.H. EXIST. TYPE
----------------------------------------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I
I
EXIST. 24",�,i
STM. SWIR .
23+00 22+00 - - - - - 21+00 - - - - - - - - - - - - - - - - - - - - - - - 20+00 - - - - - - - - - - - - - - - - - - - - - - - 19+00 - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - ly - - - - - - - - - - - - - EXIST. 30" STM. S R.
LAI,�� I. JU Z) I M. �) M. I
XIST. TYPE 1-/
JNCT. BOX
EXIST. TYPE
"H-2" INILMI,
EXIST. TYPE "H-2"
INLET W/5' EXT.
EXIST.
F.H./GV
EXIST. GV
387.97 387.97
-----------------------------
EXIST. 12" W.L.
OF
.........
..............
90298
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S/ONAL 4W
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The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
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�1 2" S.S.
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-EXIST. S.S. M.H. 12" S.S. -- -------
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EXIST. TYPE
"H-2" INLET
EXIST.
EXIST.
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S.S. BORE
--------------- ----------------- ---------
EXIST. S.S. M.H. -?
+ I I--- EXIST.
00 EXIST. EXIST. TYPE 1
"__�PIVI. (TYP.)
8 S. S. JNCT. BOX
18+00 17+ 16+00 — — — — 15+00 — — — — — — — — — — — — — — — — — — — — — — — 14+00 — — — — — — — — — — — — - — - - - - - - F-LT
— -- -------- ------------ ----------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.- _301_S_T_M_. _SWR --- - - - - - - - - - - E_X -IS-T.- T YPE - 1F_
------------- === > ---- ------
EXIST. 30" STM_SWR 7- - - - - - - - - - -
JNCT. BOX
EXIST. 24"-A1111
STIVI. SWR.
EXIST. S.S. M.H.
<
7; 387.97
384.54 396.97
-----------------------------
----------------- ------------------------------------ -------------------------------------------------- ----------------------------------------------------------------------------------------
EXISI. EXIST. 12" W.L.
8"TEE/GV
N
CD
(9)
U)
C)
FLOOD STATEMENT
THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201CO940L, DATED JUNE 18, 2007, (TSARP).
WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED
MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS
NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS.
UTILITIES STATEMENT
THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND
STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTILIITES/STRUCTURES MAY VARY
FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE
ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE
BURIED UTILITIES/STRUCTURES.
(4j
x
Ld
0
x
Ld
M
0
�d
- 4
HEADWALL
EXIST.
PLUG
EXIST. 30"
STIVI. SWR.
____1 --, --, 12+00 11+00 10+00
13+00 — — — ;__ — — — � — — — — — — — — — — — — — — — — — — — — — �i_
itRo_ — — — — — — — T L — — — — — — — — — — — — — — — — — — — — — — — — —
E7XFST._3_dn_ftM. SWR.
/,,-EXIST. TYPE EXIST.
"H-2" INLET 112" W.L. EXIST. GV,---,
387.97
ME-35==2
r 1,
---------------------------------
EXIST.
8"TEE/G.V.
CANADA ROAD
r_v1C1_r 1 C,
I E'Wo v ff % It
STA. 4+25
NOTE:
(1) 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY
WITH #4 (EPDXY COATED) @ 24" O.C.E.W.
1/40 / FT SLOPE MAMUM
0.12F (rYP.) E)GST. 4.0'SIDEWAIX -PROP. UP SW. ADDTN fr 1 0.129 (rYP.)
4
NOTE: 4" REINFORCED CONCRETE
#5 SACK/ C.Y. 3000 P.S.I., 28 DAY
WITH #4 (EPDXY COATED) @ 24" O.C.E.W.
SIDEWALK CROSS-SECTION A
FOR 2' ADDITION
N.T.S.
EXIST. 8" W.L.
EXIST. EXIST.
8"TEE /GV 112" W.L.
FT SLOPE MAMMUM PROP. 1.5'
-I-
S.W. ADD'N I
�TA �A
NOTE: 4" REINFORCED CONCRETE
#5 SACK/ C.Y. 3000 P.S.I., 28 DAY
WITH #4 (EPDXY COATED) @ 24" O.C.E.W.
SIDEWALK CROSS-SECTION "B"
FOR 2' ADDITION
N.T.S.
OF 7Z��,%%t
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authorized by
RODNEY LEE SLATON
P.E. 90298, on
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SCALE: I )) =30,
EXPANSION JOINT
EXISTING
SIDEWALK
0.51
RAD. 3. 0'
M IN. (TYP.)
0. 125' TYP.
1/4" /FT SLOPE MAXIMUM ,--
0"-4" SELECT FILL BEDDING
4" REINFORCED CONCRETE
*5 SACK/ C.Y. 3000 P.S.I., 28 DAY
WITH *3 BARS @ 18" O.C.E.W. OR
*4 @ 24" O.C.E.W.
TYP- CROSS-SECTION OF SIDEWALK
NOT TO SCALE
PROP. EXPANSION JOINT @ R.O.W.
OR AS DIRECTED BY THE ENGINEER
DOWELS
BRICK STYLE
IMPRINTED QONCRETE
AND DYED BURNT RED
�4
L
(GRASS)
PROP. CURB EXPANSION JOINT
(TYP.)
DRIVEWAY SHALL BE 4-
REINFORCED CONCRETE
#5 SACK, 3000 P.S.I. WITH
*4 BARS 0 24' O.C.E.W.
OR *3 0 180 O.C.E.W.
(FROM ROW INTO HOMEOWNERS
PROPERTY).
EXPANSION JOINT
EXISTING
1.831 SIDEWALK
0-
.16'
PROP. EXPANSION JOINT @ SIDEWALK
FROM R.O.W. TO BACK OF
CURB, DRIVEWAY
411
*5 SACK, 3000 P.S.1
*4 BARS 0 240 O.C.E.W.
OR *3 0 180 O.C.E.W.
EXIST. BACK OF CURB
L
PROP. SAW CUT FULL DEPTH
-A
DRIVEWAY REPLACEMENT DETAIL
NOT TO SCALE
6" CURB-�
C,
'�\JZ'N x� CO
't,
SECTION A -A
NOT TO SCALE
REDWOOD EXPANSION JOINT (TYPICAL)
.3 6
EXISTING 6
CONC. CURB
NOT TO SCALE
TYPE "B" RAMP
NOT TO SCALE
TYPICAL 14" LQ Y2" SMOOTH
DOWEL WITH PLASTIC SHEETH
@ 10" CENTER.
3/8"BITUMINOUS
JOINT SEALER
EXIST. CONC.
DOWEL
1_
48
-
DOWELS *4 BAR, 24" O.C.
OR *3 BAR, 18" O.C. (TYP.)
EXIST. CONC.
�Y I R.A
/4
.1
T
KEYED J OINT
CONSTRUCTION JOINT
NOT TO SCALE
3/80 BITUMINOUS JOINT SEALER
EXIST. CONC. EXIST. CONC. -
WEL DOWEL
L
28
ed
R.
4 %,
A
T-
CONTRACTION JOINT
NOT TO SCALE
R. 0. W.
DOWELS
(SEE DETAIL)
JOINT
CONSTRUCTION
(SEE DETAIL)
80,
.5
H
CONC. 1:12
U 0-
SIDEWALK 10
-4(GRASS)P
41 'k 41
4.0' 3.0' 611
(Typ.) (Typ:
)� � Typ.)
4 : .
4d<
+
_J IT- --A4
0 <
Z 3: . - ,
0 Ei '4 .' - -
+
A
C/) . .,v 14, +
-<-
4 1: 50
-4-
C/�
<"' -
I L ct�
R 10. 0'
6" CURB (DIMINISH TO
0" AT CONSTRUCTION
JOINT)
VARIES W/RADIUS
(CURB TAPER &
SLOPED SIDEWALK)
(TYP.)
NOTES:
1. FINISHED SURFACE OF WHEEL CHAIR RAMP TO BE STAMPED
WITH BRICK PATTERN, CONTRACTOR SHALL MAKE ADJUSTMENTS
TO RAMPS TO FIT LOCAL CONDITION.
2. ALL CUTOUTS MUST HAVE BARRICADES INSTALLED UNTIL
WHEEL CHAIR RAMPS ARE POURED.
3. CURB RETURN RADII GREATER THAN 23' REQUIRE
CURVILINEAR SIDEWALK.
4. HANDICAPPED RAMPS WILL BE INSTALLED WITH CURB AND GUTTER.
TYPE "G;; WHEELCHAR RAMP
1/40 R. (TYP.)
0-
. 6'. .1 '< �A
3 TYP.
N.T.S.
1/20 DIA. x 140 LG. SMOOTH
DOWEL AT 10" C/
PAINT AND GREASIE THIS HALF
rDOWEL EXIST. CONC.
A
==Zi)
A
A \A" A
4 A
4
EXIST. CONC.
`*3 AT 18" E.W. (TYPA
DOWEL \-EXPANSION CAP *4 AT 248 E.W.
0
1
R
W
N
I
N J
INT M
T
RI
OR 3/40 PREMOLDED BITUMINOUS
IMPRENATED FELT MATERIAL.
EXPANSION JOINT
NOT TO SCALE
NOTES
1.) SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE
FROM THE R.O.W. ACROSS THE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL
SHALL PERFORM ALL NECESSARY EARTHWORK FILLING AND SHAPING TO ACCOMPLISH POSITIVE
DRAINAGE OVER THE TOP OF THE CURB AT NO ADDITIONAL COST TO OWNER.
2.) LAP CONT. BARS 301 LONG AT SPLICES 30 X DIAMETER.
3.) REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE
GRADE DEFORMED BARS TO CONFORM TO ASTM A-615 GRADE 40
4.) CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND.
5.) STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF 30..
6.) PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL,
IF REQUIRED, SHALL BE PLACED IN 60 LIFTS MAXIMUM AND COMPACTED TO 95%
STANDARD DENSITY AT +1 TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH
ASTM D698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT BE MORE THAN
0.750+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER.
NOTIFY ENGINEER 24 HOURS PRIOR TO PROOFROLLING.
7.) SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS
MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN
ACCORDANCE WITH ASTM D698.
8). CITY OF LA PORTE PLANNING DEPT. SHALL BE NOTIFIED 48 HRS.
PRIOR TO CONSTRUCTION AT 471-5020
9). CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN
AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER: 223-4567.
10). CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTE
CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER.
METERS MAY BE OBTAINED AT CITY HALL.
11). CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY.
12.) EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED
FROM THE SITE AND DISPOSED OF.
13). THE CITY OF LA PORTE SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT
MATERIAL TESTING AND BE RESPONSIBLE FOR THE COST. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO A FAILED TEST.
15). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES
AND WARNING DEVICES.
16). EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 60' OR AS SHOWN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL
SIDEWALKS INTERSECT WITH EXISTING DRIVES, ROADS, AND AT ALL SAW CUTS UNLESS
OTHERWISE DIRECTED BY THE OWNER.
17). FINISHED SURFACE OF WHEELCHAIR RAMP IS TO BE DYED WITH BURNT RED COLORED DYE STAMPED
WITH BRICK STYLE PATTERN AND TO BE ROUGHENED WITH NO LESS THAN A BROOM FINISH TO PREVENT SLIPPING.
18). THE LOCATION OF THE WHEELCHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION
ON THE PLANS BY OWNER IF IN THE OWNER'S OPINION A CHANGE IS NECESSARY.
19). WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB
FROM THE TOP OF THE EXISTING PAVEMENT. DOWEL AND GROUT EXISTING PAVEMENT.
DO NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT.
20). GRASS - SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD
SHALL BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES THAT AN
ACCEPTABLE ROOT GROWTH HAS BEEN ATTAINED.
21). WINDSOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE WITH
THE MANUFACTURES RECOMMENDATION.
22). ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED.
23). ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 14m DOWELS OR WITH 1/2m DIAMETER
SMOOTH DOWELS PLASTIC SLEEVE AT SLIP END. 6N TO BE EMBEDED IN EXISTING CONCRETE WITH REMAINING
EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS.
(#3 REBAR AT 180 D.C. OR #4 0 240 D.C.)
24). SIDEWALK SCORE JOINTS ARE TO BE AT 5' INTERVALS. A SCORE JOINT IS A TOOLED JOINT
APPROXIMATELY 1/4m 3/80 IN DEPTH AND SPANS THE WIDTH OF THE SIDEWALK.
PROP. SAW CUT
PVMT FULL DEPTH
0.5'
OF T,�,Y%%,
oo
-*
..................
1. 90298 00
*,Z-,o
aw
10
11 G/STO.
'S'
41% \S'/ONAL
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
EXIST. B.O.C.
A
PROP. EXPANSION JOINTS
AT ALL PLACES RAMP ABUTS
EXISTING PAVEMENT OR
SIDEWALK
SECTION A -A
THIS SECTION IS TYPICAL OF ALL RAMPS
AND AT EXISTING DRIVEWAYS
NOT TO SCALE
0.33,
PROP. EXPANSION JOINT
CITY OF LA PORTE
U Iq PLANNING DEPT.ENGINEERING DIV.
604 W. FAIRMONT PKWY.
DWN:
JR
CK'D:
RS
APP'D:
RS
LAPORTE. TEXAS, 77571
281-471-5020; FAX: 281-470-5005
Scale:
SIDEWALK
N. T. S
IMPROVEMENTS
CANADA ROAD
Date:
JUNE,
2008
Project No.:
2008-5202
SHEET:
SIDEWALK DETAILS
4
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4
F