HomeMy WebLinkAboutZ-6532-G Map 11ALL
WALL TOP EL.: 640,0
TOP EL.: 650.0 BOTTOM EL: 635,0
100' 50' 0' 100' 200' BOTTOM EL: 637,0
SCALE., 1"= 100"
3:1 SL❑PE
ALL
i TOP EL,: 640.0
BLDG % ; BOTTOM EL: 635.0
WALL
TOP EL.; 650,0
Y16' S' 16' ` BOTTOM EL: 637.0
N m` v�4 J
N
cn
5 R WAL: WALL Cf
t , L TOP EL,: 640.0 0
TOP '
,EL.: 650.0 31 SLOPE Z
B❑TT-0M '
'€t 645.,0 @ BOTTOM EL: 635,0
DRIVEWAY DETAILS __ WALL 9 0
_
�- TOP EL,: 655,0 _ -
NTS _ . BOTTOM EL.: 650WALL CAP UNIT
t T❑P EL. 620.0 ADHERE TO TOP UNIT ?-
WA_ t BOTTOM EL: 615.0 W/ VERSA-LOK - I
-"�-� WA��� ALL CONCRETE ADHESIVE IMPERVI❑US FILL
EL.: 657 0 d
i TOP EL: 653,0 ��.' �'. 12 DEEP
T❑P'
BOTTOM' EL,: 647.5 TOP EL,: 620.0 -
BOTTOM EL,l 647.5-a'+ ,!,l BOTTOM EL: 610,0 _
l" ALL
WALL a o d o� %$_ TOP EL,: 620.0 _ l EOSYNTHETIC REINFORCEMENT
%d .p� a ®N` SEE PROFILE DRAWINGS `
TOP EL.: 651.0 BOTTOM EL: 605,0
- '.: � _ FOR LEGTH, TYPE AND SPACIN �
BOTTOM EL. 650,0 �. WALL L: U
4 5 4r2� TOP EL.: 620.0
BOTTOM EL: 605.0 DRAINAGE AGGREGATE
12' THICK MIN. da
VERSA-LOK llhi p
o - ETAIN BACKFILL
MODULAR CONCRETE ��-�
FACING UNITS
CL
8 WALL PPROX. EXCAVATION
`e;4'' LINE
o"'
��
40' MIN. TO WALL BOTTOM EL 635.0 -
N
�i" � �� .: � ��.:. TOP EL : 640 0 m
����d'.-
4 .aw EINF❑RCED BACKFILL
� mr
M
WALL COMPACTED 95% OF MAXIMUM
TOP EL.: 620.0 'II I - STANDARD PROCTOR DENSITY Ln
J BOTTOM EL 616.0 CO O
WALL �P` ;��§ ry 8 3� DIA, (MIN.) DRAIN PIPE rj O
TOP EL.; 6570 -
BOTTOM EL.: 645.0 WALL I� r I" IMPERVIOUS FILL OUTLET @ END ❑F WALL ❑R .-
8 TOP EL.: 645.0 I � @ 40' CENTERS MAX, SLOPE w II
BOTTOM EL 640 0 ❑ DRAIN (1/8'/FT )
o -a' off:'"oft c c.. RANULAR LEVELING PAD z c)
SEGMENTED i '` eA'.. 6' THICK MIN. = O
RETAINING WALL K �� ,r.. � a �.' Zoic.. a- ot+• \ �� : P U �
(TYPICAL) d'•3' w ft tips 4 WALL z Z
4 �ti° x.
TOP EL.; 645.0 TYPICAL SECTION -
i Q ft
�. WALL�� .Lu
Lli.__ � � �.. �� � ` m, m�' BOTTOM EL 640,0 � � � O �
BOTTOM EL.;. 655,5 6aso �`� - `� REINFORCED RETAINING WALL
uj
`5 4F„. p8. fto`e e� q 4 WALL w
�o ° oc` °6 * Y_WALTOP EL., 620.0 GENERAL
CVLLN TCS.
TOP EL: 652.0 BOTTOM EL: 605,0 oz
BOTTOM EL.: 644.0 WALL
W TOP EL,: 645.0
c�
IJ ; t e� , 0+,�BOTTOM EL 640.0 A. DETENTION
ll
WALL dao." 2 `FfF Ze z n
TOP EL.: 645,0 I> N8- .::: Quo.'" °y'dD �%°"'d�d+:: ALL 1'. MAIN DET. BASIN - 40,000 CU FT o W a
BOTTOM EL.: 640.0 - TOP EL,: 624,0 a m
�e�.g f�/// 2. ADD L POTENTIAL DET. S
IJ e '� �� : _ - �j f• BOTTOM EL: 617.5 BASIN
VL
Eff
a
.� �, ;, a WALL * 2000 CU FT POND
CIDofi�� :I TOP EL+ 623,0 �
REFER ENTRANCE SIG
T❑ LANDSCAPE C_) x / r. \ - BOTTOM EL.: 620,0 * A D D L STORAGE IN OVER SIZING o a n
'/ JUNCTION BOXES AND INLETSCL Q
DDITIPLAN FOR DETAILS , �'� � � abR. � �� �, ���
<J , -�� „ONAL A°INTIAL
DETENTION BASIN HOUSBUILDINGS
g g U I L D i N G S SHALL MEET SETBACK REQ'
TS OF
2200 C.F,
TRAFFIC CIRCLEv� : THE CITY OF LITTLE ROCK
WALL o-
TOP EL.: 621.0 'i "-Y ;sa,o""trB 31 SLOPE 1. 25 FROM BACK OF CURB TO FRONT OF
BOTTOM EL,: 62110 �%i 4 �� e�°'�`
TOP EL 620.o BUILDING. LL.1
&y BOTTOM EL,: ,: 615.0 2. 20' BETWEEN BUILDINGS (SIDE YARD
L a
TOP EL,: 624,0 %� _ y.���sa
BOTTOM EL,: 616.0 i - TRAFFIC CIRCLE ALL
��x=R - SEPARATION) Ws aQ
LOCATION T❑P EL,: 645.0 ,.�
WALL � �k�o. a ' �: : WALL BOTTOM ELS 645.0 , _ <
TOP EL: 621.0 a" 0b ff . oA3 3:1 SLOPE TOP EL,: 650,0 3. 1 REAR SETBACK �a
BOTTOM EL: 621,0 IWWI;,;.: BOTTOM EL,: 646,0 4 WALLS SHALL NOT E '
O�ffff�Kns� o�J�~
�fP ARKS AS
ti
REGISTERED
PROFESSIONAL
ENGINEER
No 6907
c let P t+t yilf+r
WALL i
e
TOP EL: 6210
BOTTOM EL.: 615;0
XCEED 15 IN
HEIGHT.>W
SEGMENTED BLOCK
60.0' TO 52.0'
RETAINING WALL
TOP EL.: 652.0
(TYPICAL)
TYP
40,000 CU FT
WALL
TOP EL.: 621,0
CF REQUIRED
BOTTOM EL,: 610.0
DETAIL/PROFILE -
WALL
25 YEAR
TOP EL,: 618,0
BOTTOM EL.: 604.0
DUMPSTER LOCATID
WATER DEPTH
1 RECYCLING DUMPSTER
NTS
1 SOLID WASTE DUMPSTER
WAN
•(0
40
TOP EL,: 618.0
BOTTOM EL.: 6
ALL
TOP EL: 606.0
BOTTOM EL.:. 592.0
ALL
TOP EL.: 612.0
BOTTOM EL.: 598.0
WALL
TOP EE.: 616.5
BOTTOM EL,: 602.5
i
ALL
IN
(15' EACH
XCEED 15 IN
HEIGHT.>W
VARIES
60.0' TO 52.0'
TOP EL.: 652.0
TYP
40,000 CU FT
Q
'
CF REQUIRED
BOTTOM EL, 650.0
DETAIL/PROFILE -
"WALK -OUT" UNIT (W.O. DESIGNATED ON PLAN)
25 YEAR
EVENT)
-
WATER DEPTH
8' MIN.
NTS
LJLJ
WALL
FRONT YARD
TOP EL.: 631.0
FRONT YARD FRONT YARD
BOTTOM EL,:
631,0 WALK OUT UNIT
BACK YARD
ALL
ALL
TOP EL,: 628.0
BACK YARD
5-15-
STREET
1
m OT
STREET
I
I
1
F -F--1
TOP EL,: 621,0
BOTTOM EL: 623.0
❑ n
❑ ❑
I- 1
i I
SLOPE
V
Q
ALL BOTTOM EL,: 617.0
SLOE SLOPE
15.0'
60.0' TO 52.
¢�
O
O
TOP EL,: 613,0
BOTTOM EL.: 604.0
>> ❑
1 EWALK
TYP 25=-------1111
Q_
Q
bx
25' 25.0' 25=
60.0' TO 52. 15.0L
ALL
cis
4
1 �-
TYP
BACK YARD
LEGEND
SHT:
C"�
TOP EL.: 614.0
BOTTOM EL.: 604.0
IN
(15' EACH
SIC
VARIES
60.0' TO 52.0'
TYP
40,000 CU FT
DET. VOLUME WALL WHERE REQ'D.
CF REQUIRED
FROM LRPW FOR HEIGHT) AN 15 IN
(LSS(5300
DETAIL/PROFILE -
"WALK -OUT" UNIT (W.O. DESIGNATED ON PLAN)
25 YEAR
EVENT)
-
WATER DEPTH
8' MIN.
NTS
HOUSE I `J
ROAD
SIDEWALK ��
LIGHT POLE