HomeMy WebLinkAboutS-0185-P Map 493' R/W WIDTH FROM BEGINNING TO STATION 23+20 (W LEFT AND 34' RIGHT) 83'
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NOTES:
1. THE PAVEMENT AND ACGRECATE BASE COURSE THICKNESS WWN ARE
FROM A SOILS REPORT PREPARED BY TERRACON OF SPRINGDALE
ARKANSAS FOR THIS PROJECT AND DATED AUGUST I5. 2003.
2. THE DIMENSIONS SHOWN ARE FROM THE CITY OF LITTLE ROCK MASTER
STREET PLAN FOR AN INDUSTRIAL STREET.
3, TOPSOIL SHALL CONSIST OF SURFACE SOILS STRIPPED FROM THE SITE
ANO STOCKPILED FOR THAT PURPOSE.
4. DONNA FILL IS NOT PERMITTED BY THE CITY UNDER A DEDICATED STREET.
5. FOR UNDERCUT AND BACKFILL SEE SPECIFICATION "EXCAVATION AND BACKFILL'.
0 6. STATION 10+00 TO STATION 11+00 RIGHT AND STATION 27+50 TO END LEFT THE
6' SHOULDER SHALL BE 2" AC.H.M. SURFACE COURSE, TACK COAT, AND 2 1/2"
ACHM BINDER COURSE.
3" TOPSOIL AND SEEDING (TYP.)
SEE NOTE 3
- FOR DITCH INFORMATION l
SEE PLANS AND _
CROSS SECTIONS
4' CONSTRUCTION CENTER LINE
FF TY _, -..- (SEE PLAN)
WIDTH FROM STATION 23+20 TO END (49" LEFT AND 34' RIGHT)
4'
SAFETY
.. a' SHOULDER . ZONE .
3 1p.5
fOP50[L
AND
SEEDING
AGGREGATE
BASE COURSE
(CL 7)
W/ DOUBLE
BITUMINOUS
SURFACE
TREATMENT
I
H RF R
BASE COURSE
(CL 7)
W / DOUBLE
BITUMINOUS
SURFACE
TREATMENT
TOPSC
AND
SEEQIP
(220 LBS. PER SO. YD.
TACK AT 0.03 GAL -Y
I
A.C.H.M. BINDER COURSE
5 LBS P R
6" AGGREGATE
BASE COU 5E CL,
46' OF 10'
SELECT FILL SEE SOILS REPORT AND NOTES 1 AND 4) COMPACT TO 95%
PROCTOR
I PROFILE GRADE -\I
4%
I
—
1
AGGREGATE BASE
COMPACT EMBANKMENT
WHEN THIS IS IN A CUT
COURSE COMPACT TO
IN 8" LIFTS TO
COMPACT UPPER 8" TO
100% MOD. PROCTOR
90% PROCTOR
PROCTOR
f
_
�90%
';�EXISRNG GROUND
TYPICAL SECTION — TROUT ROAD
SCALE: 1"=5' H & V
A B GENERAL NOTES
NATURA N 1. STRAW BALES SHALL BE INSTALLED SO
BINDINGS ARE ORIENTED AROUND SIDES RATHER
FLAT P070M THAN ALONG TOPS AND BOTTOMS OF BALES.
ITCH BALES SHALL BE A MINIMUM OF 30" IN LENGTH.
2. STRAW BALES SHALL BE KEYED INTO SOIL A
MINIMUM OF 4" AND NO GAPS SHALL BE LEFT
A B BETWEEN BALES.
BALED STRAW BALED STRAW
DITCH CHECK, DITCH CHE TYPE 11
r REVERSIBLE
�i•rr,, �,�,�`y<i�` iri �����`i 1 ' i�`�•��. ROAD SURFACE — FRAME & C
wy4 r'e •;. ' i'1•'•'i''' , '•,�'` JB TOP
STAKE STAKE-
SECTiON A -A SECTION B-B
ROADSIDE DITCHES ROADSIDE DITCHES
(V--TYPE) (FLAT -BOTTOM TYPE)
BALED STRAW DITCH CHECK (E-1)
GEOTEXTILE FABRIC
(TYPE 4) IN ACCORDANCE
WITH SECTIONS 621 AND 625 (AHTD SPECS)
COMPACTED
EARTH BACI
EXISTING FENCE TO BE
LEFT IN PLACE X
POST (TYP)
+16' BURIED
END OF FABRIC
SILT FENCE _(TYPE E-11)
--EXTEND DUMPED RIPRAP SLOPE
BELOW NATURAL GRADE
DITCH GRADE
2'-5"
}TEXTILE FABRIC (TYPE
;{S&E TECHNICAL SPECIFICATIONS
SECTION 9) TO BE APPLIED BEFORE LAYING
DUMPED RIPRAP. TRIM TO MATCH ADJACENT
FINISHED SURFACES.
DETAIL — DUMPED RIPRAP
N. T. S.
MANHOLE STEPS
12" 12"
GROUT LID FRAME
IN PLACE
-#5 X S-6"
DIAGONAL
- #6 AT 6" O.C.
EACH WAY
-PROVIDE #6
AT 6' O.C.
MINIMUM
EMBEDMENT
OF 12"
COMPACT UPPER 8" TO��
90% PROCTOR JUNCTION BO IN ROADWAY
NTS
� fi E,1ABE0.
0.1 l
U \{
O - 1
� STEPS � f + '0• -
I
X
n
I
FLOOR OF INLET
A. MANHOLE STEPS: CORROSION RESISTANT, COATED, AND
REINFORCED WITH STEEL PER ASTM C-478. STEEL
REINFORCING MINIMUM 1/2" DIAMETER.
B ACCEPTABLE MANUFACTURERS:
1. UTILITY PRODUCTS INC. PERMA STEP 100-2
2. ICM INC. POLYPROPYLENE COATED STEPS.
3. M.A INDUSTRIES, INC. POLYPROPYLENE COATED STEPS.
#PSI-PF
4. BOWCO, BY H. BOWEN CO.
C. CAPABLE OF SUPPORTING MINIMUM 300 LB. LOAD.
D. NON -SLIP TEXTURED TREADS.
E. REQUIRED IN ALL STRUCTURES 3'-0" DEEP OR GREATER.
CURB INLET STEPS
NTS
el LITTLT*ROCK \i
"TOR ORAI!V
FRAME & COVER TO BE
MACHINED SURFACE CAST
IRON NONROCKING TYPE
NOTE: MINIMUM WEIGHTS
COVER 100 LBS
FRAME 150 LBS.
23 1/2'
I
25 1/2'
—
�_ 32
FOR DITCH INFORMATION
SEE PLANS AND
CROSS SECTIONS
OPENING
NOTCH
3" TOPSOIL AND
SEEDING (TYP.)
SEE NOTE 3
A 2500 PSI CONCRETE
12" 12.1
6" r1,ta • • 'L p B I t EXISTING
24" RCP
VERTICAL SAW CUT
tlPVATION NO 5E97TON A -A
L AFTER REMOVAL OF THE HEADWALL. THE EXISTING 24' RCP.
SHAt'1' 1K GUT VERTICALLY BEYOND ANY DAMAGE TO THE PIPE (2'
FOR DITCH INFORMATION
MAVMLIM): THE BELL SHALL SE SAW CUT VERTICALLY FROM THE
SEE PLANS AND NEW 24' RCP; PIPES SHALL HE JOINED TOGETHER WITH THE fNSIDE
CROSS SECTIONS DIAMETERS MATCHING ANO THE PIPES HELD IN PLACE AS THE
EXISTING GROUND COLLAR IS POURED.
2. WITH THE OWNER OR OWNER'S REPRESENTATIVE APPROVAL THE
CONTRACTOR MAY REMOVE THE FIRST JOINT OF PIPE BEHIND
THE HEADWALL AND THEN LAY NEW PIPE.
CONCRETE PIPE COLLAR
AT DOUBLE 24" RCP
NTS O
NATIVE BACKFILL COMPACTED
12" MIN., 18" MAX. TO 95% MODIFIED PROCTOR
1-` r DENSITY IN 8" LIFTS.
I
PIPE REDOING:
SPRINGUNE OF PIPE -
AGGREGATE BASE
COMPACTED TO 95% MOD.
PROCTOR DENSITY IN 6"
MATERIAL (CLASS 7)
y
?
LIFTS
1
NOTE: UNDER NEW OR EXISTING PAVEMENTS
�.
PIPE SHALL BE BACKFILLED WITH AGGREGATE
.
BASE COURSE ALL THE WAY TO THE ROAD'S
AGGREGATE BASE COURSE LEVEL
PIPE TRENCH DETAIL
KT.S
OE� r6"E21W16
MULTIP E RCP CULVERTS
jai.
END VIEW
CONSTRUCTION JOINT
SEENOTE
Li
II
PIPE SIDE OF
II
R.C. CURTAIN
1
`
-I
L
X
CAST-IN»PLACE
NOTE.
ALL EXPOSED EDGES SHALL BE
CHAMFERED 3/4"
R.C. CURTAIN
WALL DETAIL
SCALE: NONE
NOTE'
PLAN VIEW
1. THE PORTION OF THE R.C. CURTAIN WALL BENEATH
#�
SCALE: NI
THE FLARED END SECTION (LOWER 1'-0") SHALL BE PLACED
S >< SLOPE
MONOLITHICALLY, THE FLARED END SECTION SHALL THEN BE
•
SET IN PLACE AND THE REMAINING PORTIONS OF THE R.C.
4
s
CURTAIN WALL PLACED.
2. ALL REINFORCING STEEL IN R.C. CURTAIN WALLS
r'
SHALL BE / 4's AT 6" O.C.
3. NO SEPARATE PAYMENT WILL BE MADE FOR CURTAIN WALLS.
R.C. CURTAIN
THEY SHALL BE CONSIDERED SUBSIDIARY TO THE FLARED
WALL
END SECTIONS.
SECTION -X-X"
SCALE. NONE TAOI
C' rwr r11LAFMGIr1NC
bIA.
W I
A 1
B
C
D
E
S
XA+1
R-2
G-T
WT. I
h
HI
M1421/2"
5"
2'
4'-1"
V-I"
3'-6
t.5:
15"
13"
21 2"
1060
T
6"
N/A
Ir
IB"
.2 1/2-
9"
Y-J-S-10"
C-1'
3'-0
&1
19"
12"
Y
1000
1'-0 1/2"
11 1/2'
%6-
'-]'24"
S"
9 l/Y
S-7 1/
7-6'
6'-1 1/2"
4'-0
]c1
25'
1i'
21/2'
16GO
1'-1 1/2"
'-0 1
-6"30"
1 1f2"
T-D"
4'-6'
V-7 3/4"
6'-1 J/4
5'-
3:1
31
15"
31 4"
1940
V-4 5/8'
'-31/2"'-0'36"
4"
f-J'
5'-3"
2'-10 3/4"
W-1 3/4
i "-
3:1
]T
20"
J1/2"
4100
1'-8'
1'-Y
0'-6"
rnnnl nrTnll C
NOTE: TYPE II FRAME & COVER REQUIRED FOR LOCATIONS IN STREET
SURFACE OR OTHER AREAS SUBJECT TO TRAFFIC.
TYPE [I MANHOLE FRAME & COyERMANH FRAME & COVER
NTS
nnt-.0 rlJ
SCALE: NONE
In102/10/041 REVIEW COMMENTS CITY OF LITTLE ROCK IWHS I WER 11
ARK It SAS
I
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REGISTERED
PROFESSIONAL
ENGINEER
flL No.41111
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TYPICAL SECTION
AND DETAILS
Job No.:03-914130
Date. JAN. 14. 2004
Designed by. VMS
Drawn by. DEH
Sheet Number
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LINDSEY ROAD SLOANE DRIVE
SCALE: 1 " = 20'
20 10 0 20 40 60
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RIGHT REAR WHEEL PATH
LEFT TURN MOVEMENT
APPLICA PROPERTIES
LITTLE ROCK
6' GRAVEL TROUT ROAD
SHOT ,
SHOULDER GARVER I ENGINEERS
Engineers Since 1919„
1010 BATTERY STREET • LITTLE ROCK, ARKANSAS 72202
(501) 376-3633 www.garverinc.com
Job No.:03-914130
Date: February 9, 2004
Designed by. WHS
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WB-50 TRUCK
RIGHT REAR WHEEL PATH
75'R
6' ASPHALT SHOULDER
LEFT FRONT WHEEL PATH
LINDSEY ROAD SLOANE DRIVE
SCALE: 1 " = 20'
20 10 0 20 40 60
Nw
LINDSEY ROAD OR SLOANE DRIVE
STOP
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LITTLE ROCK
6' GRAVEL I 6' GRAVEL TROUT ROAD
SHOULDER i SHOULDER
II GARVER I ENGINEERS
"Engineers Since 1919„
1010 BATTERY STREET • LITTLE ROCK, ARKANSAS 72202
(501) 376-3633 www.garverinc.com
IJob No.: 03-914130
I Dote: February 9, 2004
Designed by: WHS
2$ ASPHALT -
- - - D. KAY
'DILLAHA FRUITI PE i(/A15 iSURG1 - `_ -- ��-
CO. 5.7Ac. SPRINKLER 'i�'AL 2.8Ac. �� -�- L/TILE O
4.00 Ac. CO. 2.5 Ac 1,6 Ac t SAc. �� DISTRIB IG-
EXI�TING 29xl EXISTING 29x18' 1.296 s .� ''
�_ .- !STING 2 r- — -� Ac,—
OO-.aC. FC 24�-g -EXISTING
... �-..-- �- ....w---. ... ... .. .. L .NOSEY ROAD ...
EXISTING :Z1 f
_ _EXISTING_30_ _ IST N OUBL 24 / +� FCO PRC
�— — — — EXISTING 29x18 EXIS ING 2/.74 Ac
EXISTING 24
ATL TRANSFER CO. - D. P. Ac. -1 a j IW f
2 .00 AC. o[ po-Lev 1 _ i E r! a i TRACT F
o , TRACT E �p;f It, AREA 101 @,
fl �o 0 o AREA 101 2 - 30
Q iv v Tc = 18 I� �I
I= 4.5
INCVV T BRA
o o � � 2 -3 _ I Q= 54 � �
GENERAL EL ECTi4/C ` - - - ` ' i f t I o 0 AIL UM/NUM Cc
�I ;� : Ip - - of so NORTH OF FRAZIER P r v /0.00 Ac.
ao� Hs 59.43 Ac. o MINIMUM FLOOR-ELEVATIC 2145
�L A� O� Q Cm m m MINIMUM,
PARKING LOT 8i DRIVE E(EV TION 244 m: V DA=28
_ ` j �� J Tr. = 2
3Ic lqrl Ta /2 N m: I DA = 53
1 1 - W � EA7 DA= 126 I\ 1 _� 3 0
DA=60 I DA=20.-4 i ' oD Tc=30 , � Q= 1I51T -30 �Tc-30 I=3.6 s Q _`I = .6 I I = 3.6 fTA= 20 Q = 317 ;rrl J J1 IC c
1 Q Q=51
_ _ _ _ _ z-4'22-48"cuL I YGOOD 6.00Ac4BOTTOM DIT — — --,�-- — - - -- �=6Z — - - - `--
1 - 30 2 2 BOTTOM DITCH@ 0.1°I0 2 OTTOM DITCH —
FRA IIE'R --------------
2' BOTTOM DITCH @ 0.1°Iv 2-30 �0 2-30`- _ 2-30` 4-30" 2 BOTTOM DITCH6)0.10/ / r 2 BOTTOM DITCH 2-36 ..2
o (' a (EXISTING) a ( EXISTING) / 1
I 3-58"x 36" o t- i o , 2- 58x36 a 240.3
�Itt
s3 Ac DA= I I O
HA YGO D 26.33Ac 10 o
1 19 Ac. _ ► l
Tc= 35
~ I = 3.5 ~ ca o .',� / AP L SUBSTATION _ = I 26 Ac,
g Q = 270 �2_30�� OPT/ON T SY r, / 43 Ac. f ��
as GENERA EL TRIO 106 Ac. m / o —
• 5700 c. co ;�� - — f f N 3
Irk' !m o NORTH OF SOUTH '?ROPE TY LINE TO FRAZIER PIKE 0 0 0
l r H-�
} 3-48t p MINIMU FL�l/ R ELEVATI N 242 Io o!
I m MINUMUM PARKi P L?T 8r DRIVE JILEVATION 241 °D
8� BOTTOM CH 3 a4w" FL=234.75-
-234.00
FL
._ ...—�. ...-.... ... �f... --- -
20 BOTTOM DITCH ❑ BOTTOM DITCH T 40 B TOM DITCH Cam' 0 0025% f
9 0.05
(0 0.002% 50r 0 TOM E)l
DA= 150 - - TRIPLE 7 N
BOX CULVE
Tc =
I= 3.1 ,zDA= 210 ~-
Q= 32 5 '}Q Tc = 40 CFI DA = 5 5 8 a ?� �� 1��b
I=3.1
Q= 455 Tc = 60
T= 2.4