HomeMy WebLinkAboutFENCE2019-000320E;"V D
WALL
5 + 37 7
WALL I
v
of
14'
PP( _)P. RET V,ALL 'P
RE, SHE' 216
RE: SHT, 26
WALL 3 X 1+27
40"
p
ROP 15' U/E
WALL 2
BEGIN40
WA LL
0+00
P.O. Box 6556, Key West, FIL 33041
AL Tel.- 305.396.7343 E-mail: segwalls@gma i 11 1 11 com
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7) A,,--,v mefqjrV j- two w
electn0alservrje to be cQfnibined 010 ow nwel cf Service.
I
6P-:1 i
Ym--nt Of perinn ices and pern-k iasuanCt� am, acknowkIdgen-ent
by aPPHcant of Pefrnil Comments as inte9fa' to Flennit
NOT TO SCALE
LAYOUT WALLS PER CIVIL PLANS CONSIDERING
E XIS, WALL FACE BATTER OF 1 (H):8(\Vlj)
1� A
97--scott M
E 'i U, z
ALL CHANGES IREQ) UIRE
APPROVAL
0 F f-R, Lz V,! f,
APPR(_YV,E-D PL'AtNS 83HAUL 13E
KEPT C)N
j081q1TE ATALL TIMES
NTFLACTOR HALL CALL FOR
INSPECTIONS:
CONTRACTOq
a REGISTRATION
WILL BE REVOKED UPON J
PI -"' -XPIRATION,
J E
Scott Miller Consulting Engineer, Inc.
Texas Registered Engineering Firm
F-003643
LOT i BLOCK I PAYCOM
GRAPEVINE TEXAS
rll
LL_
LA.
0
0
2�
X
0
I
APPROX, WALL FACIA
61f2�80 'SO.
A
Fr,(INC CAP'S' APPROX. DRAIN ROCK
340 CU, YD-c--'
5 25
AP
PROX.
H'P200
GRID
5020 SQ.
YDS.
APPROX..
REINF,
L_
70NE
Z'.
FILL '1440 CU.
YD'�'
V
APPROA FILTER FABPIC
2_40
YD'�LEVEL SLOPE
_ BEHIND BALL W
MAX, *125 PSF LIVE LOAD FOR LIGHT Dill
LAYOI.JT WALI__ PUP PI.ANS
VEHICLE TRAFFIC AND PARKING AT LEAST JJ,0 ff.
OUTSIDE
CONSIDERING WALL. FACE
BEHIND THE WALL
KEEP ALI CONSTRUCTION TRAFFIC, AND LOADS A71 IFFAST
520—
90 DEC
BATTER OF 1(I—I),,8(V)
5.0 Fr, BEHIND WALL UNTIL THE PAVEMENTS ARE
—
TURN
COMPLETE, ONLY LIGHTWEIGHT SINGLE AXLE OR
0+05
SCALE WALL STEP LOCATIONS FROM
WALL
HAND OPERATED EQUIPMENT SHALL BE USED FOR
PAVING, AND CURB PLACEMENT
'FEET HORIZZ 6, IN'T'44, Li
OUTS!LCIE
CAP UNIT
WALL
0+00
LOOKING AT FACE OF WALL
TURN
FINISHED GRADE BEHIND
WALL-,,
j I J
515
I Lill
STEP, TYP.-.--
EL 514.0
TOP OF WALL
�'y
IL 51 �L.A3
9: s 5 1Q `t wd OR
0
E6 511.33
_j
jR_
REGAL STONE PRO BLOCK, TYP.
<
1<7
<
EL 510.0
1w
IF
AT
C�:Aw bi
10
LLJ
Uj
_j
LLJ
0 ELj508,qMre.
GEOSTAR HP200 GRID, TYR.
ow nwlt
Nw 2MM ftmAM yow
As"
ago �tm
41
Am wm
505
67
_R_ �0.406_ -we,
w am Aw Sam
vft lilm MWI
FINISHED GRADE IN FRONT!OF
WALL
—505
�6 504L
mw A_ Imw AW
Nw. 4r11_"
Mw 'TOM Xw AAW
_,BOTTOM OF -WALL
ftv* "M amp ON ft,
aw
TOP OF LEVELING PAD.,
5C Q.0
UN." _ THICK "TYOOT�_ FLEX '8ASE�
EVE D`
OTT OFL LNG -PIA
RM
--- -
500—
BIG CITY RECYCLED CONCRETE
MIN.
WALL EMBEDMENT
= 1.0 FT.(1.5 BLOCK)
500
BASE LEVELING PAD
MAX.
3(H):1(V) SLOPE'
IN FRONT OF WALL MAX. WALL BEARING PRESSURE 2300 PSF
FOR
MAX. 6.0 FT., THEN LEVEL SLOPE
110'
110'
30'
PANEL
WIDTH, FT.
12.0
14.0'
15.5'
GRID
LENGTH, FT.
0+00
1+00
2+00
2+50
WALL_ 1 PROFILE
KEY
101M am GEOSTAR HP200 GRID, TYP.
I
P.O. Box 6556., Key West,, FIL 33041
Tel: 305.396.7343 E-mail: segwalls@gmaii.com
I
I
r\ U DIW� I U F\ I V E_ 'UT /-\ L L Scott Miller Consulting Engineer, Inc.
SCALE: HORIZ. 1 20' Texas Registered Engineering Firm
F-003643
LOT
QAVOOM
law I BLOCK I
I ler
...... GRAPEVINE, TEXAS
JIL
loll! X; i 01
N
00
Y IJI WALL PER CIVIL PLANS
CONSIDERING WALL FACE
BATTER OF 1(H)8(V)
(_/ALE WALL �__SEP E T I IS FROFROVi WAI_
F,ROFILE, STET � LOCATION 'MAY VAR)" )" B`(
1. FEET HORIZONTALLY
LOOKINGFACE OF WALL
LEVEL SLOPE BEHIND WALL
MAX. 123 PSF LIVE LOAD FOR LIGHT DU P(
VEHICLE TRAFFIC AND PARKING AT LEAST 3,0 FT,
BEHIND THE WALL
DEEP ALL CONSTRUCTION TRAFFIC AND LOADS AT LEAS
5.0 FT. BEHIND WALL UNTIL THE PAVEMENTS ARE
COMPLETE. ONLY L'CHTAIEIGHT SINCyLE AXLE OR
HAND OPERATED EQUIPMENT SHALL. BE USED FOR
PAVING, AND CURB PLACEMENT
WITHIN 5,0 FT. BEHIND WALL
MAX. H):l (V) SLOPE BEHIND WALL
r; EL. 513.3
I
REGAL STONE PRO BLOCK, TYR.
71
EL. 510.E _ 3
. _
--
50A67
�
EL. 50.(3
EOSTAR HP200 GRID TYP. e..
fir.-
_ :--
EE 506.0..- AM&ioaoWMIA
EL 50.6Taft Alw
sue_bow
i&�K:
�wx
am Maft
-_ - - -- ._ . _ - - --.�=.�:�-__�..� �.�-ems..'-��.�����..mm�z-.,gig.
6 - --
_ �' _ --.. .. ,
- ..
-�--a-a
- - -_ - _- � .
-
"go Asm
. > . • s a.., .�..
MIN. WALL EMBEDMENT
1.0 FT.(1.6 BLOCK)
MAX. 3(H}.1(V-) SLOPE IN
FRONT OF WALL
`25
_D
M
b jl 0
FOR MAX. 6.0 FT., THEN LEVEL SLOPE
MAX. WALE BEADING PRESSURE = 23C}0 PSF
130' 40° 20' 20' 40' PANES WIDTH, FT.
15.5' . 14.0' 12.0' 10.0' 7.5' GRID LENGTH, FT.
2+50 3+00 4+00 5+00
KEY WALL 1 PROFILE, CONT1D
n II'1/lTA r�niir nni i
U n UTl-� U r V E /-\ L L Scott Miller Consulting Engineer, Inc.
SCALE: HORIZ. 1 " = 20' Texas Registered Engineering Firm
KEY VERT. 1 " = 5' F-O03643
GEOSTAR HP200 GRID, TYP. -
Box 6556, Key West,. FL 33041
elw- 305.396.7343 E-mail, segwails@gmail.com
LOT 1 BLOCK
GRAPEVINE,
DRAWN
CEH
1
T
f1%
LLJ
Ld
D Y4 <
wiLDING INSPECT0NIII:
RELEASE DOES NOT APPLY TO CONSTRUCT10N IN
EASEMENTS OR PUBLIC RIGHTOF-WAY,
&LLCHANGES MUST BE APPROVED
0:E
<A_
LJJ
well]
END
WALL
5+37
LLJ EL. 511.33
z
9EL 510.67
0 w,
a�510.0
E Fl qnR
508.67 L 7
37'
5.0'
KEY
f9w wa GEOSTAR HP200 GRID, TYP.
P.O. Box 6556,, Key West, FL 33041
Tel: 305,396.7343 E-mail: segwalls@gmaii.com
MAX, 3(H),1(V) SLOPE BEHIND WALL
LAYOUT WALL PER CIVIL PLANS
CONSIDERING WALL FACE
BATTER OF l(H)-8(V)
SCALE WALI_ STEP [-OCATIONS FROM ALL.
PROFILE, SLEEP LOCATIONS MA')/ VARY BY
1-3 FEET HORIZONTALLY
LOOKING AT FACE OF WALL
MIN. WALL EMBEDMENT = 1.0 FT.(1.5 BLOCK)
MAX. 3(H):1(V) SLOPE IN FRONT OF WALL
FOR MAX. 6.0 FT,, THEN LEVEL, SLOPE
-MAX.
6+00 WALL 1 PROFILE
KUBOTA DRIVE WALL
SCALE: HORIZ. 1 20'
VERT. 1 5'
•
525
Z 0
1
Lj
"I
,500
I ST
GRID LENGTH, FT.
Scott Miller Consulting Engineer, Inc.
Texas Registered Engineering Firm
F-003643
LOT 1 BLOCK I PAYCOM
GRAPEVINE, TEXAS
rTrY QP CnkAPEV
WALL,
DRAWN BY- CEH
DATE: BY: -
BUILDING INSPECTION DIVISION,
RELEASE DOES NOT APPLY TO CONSTRUCTIO' IN
EASEMENTS OR PUBLIC RIGH-WAS',
ALL CHANGES MUSI" BE APPRO'VED