HomeMy WebLinkAbout1064.97.10PIPE SLEEVE
FOR DROP LATCH
8'
f�
' j 12" I,
I I I 2 #60 WELD TO PIPE COL
N TOP & BOTTOM
I I — — — — - — - -� '
----- - - - - -- - -- - - - - -� - 6 0 x 12 PIPE COL
(i i I FILL W/ CONC.
L I \ --O----PIPE SLEEVE FOR
DROP LATCH
CONC. FTG.
3000 PSI CONC
F 1 ]SCALE: GATE" PLAN
1/4"=1'—O"
NORTH
STAIN SIDING &
�\\ j ✓✓ ( TRIM GRAY
6 "0 x 12' PIPE COL
FILL W/ CONC.
PAVEMENT OVER FTG
2 #60 WELD
—8" TO PIPE COL
18' -0 "t
CONC. FTG.
3000 PSI CONC
2 GATE ELEVATION
SCALE: 1 4 =1'-0
OUTSIDE
6 "0 PIPE COL FILL W/ CONC —
2x TRIM TREATED
TREATED SIDING TO MATCH EXIST WALL
�-- -- 2X6 TREATED
3 1/2 "x 5 "x 5/16" Z FRAME W/
2 1/2"x 2 1/2"x 5/16" L DIAGONAL
"x8" BAR
L
151GA'FE HINGE DETAILS
SCALE: 1 1 /2" =1 ' — O"
Co x 12' PIF
FILL W/
EXIST. G
PAVE
2 #60 WELD
TO PIPE COL
CONC. FTG
16"
6' -0"
3 GATE SECTION
SCALE: 1/2 =
8' -0 "t
INSIDE ELEVATION
GATE DETAILS
SCALE: 1/2"=l'—Cr
D
i
2x4'S
41
4x4 POST , 2x4'S
1x6 CEDAR
OVF1mu VIN DVMRu
1x6 CEDAR
STAINED GRAY
1" TOPPING
2 1/2" BASE
6" #5D BASE
9:2:1
DRIVEWAY,ZPARKING PAVING
GARDEN HOE
GROUND LINT
SAME AS AT
2" MULCH E
OVER BERM
BREAK SUBS
WITH A PICK
45' 1/2 R/W
[(-I] FENCE DETAILS
SCALE: 1/2"=1'-0"
C1" TOPPING
4" BINDER
12" COMPACTED STONE
PAVEMENT WITHIN R/W
[g 1PAVEMENT DETAILS
SCALE: 1"=1'—C
CONCRETE SIDEWALK
5' -0" 4" GRANULAR TILL
TOP SOIL
IV j
— —� EARTH
SCORED JOINTS 0 5' -0" O.C.
EXPANSION JOINTS 0 30' -0" O.C.
10 SIDEWALK
SCALE: 1 2 =1' -0
TREE PLANTING DETAILS
NO SCALE
PRUNE 1/5 BUT RETAIN NATURAL
FORM OF TREE
SPRAY WITH WILT —PROOF ACCORDING
TO MFG'S INSTRUCTIONS IF FOLIAGE
IS PRESENT
DOUBLE STRAND OF 10 GAUGE GALV.
WIRE TWISTED (THREE GUYS PER
TREE, SPREAD 12(7 APART)
TREES LARGER THAN 1" CAL SHALL
BE WRAPPED WITH WATERPROOF
TREE WRAP do SECURED WITH TWINE
SURVEYOR'S FLAGGING TAPE (WHITE)
CONSTRUCT EARTH SAUCER
WITH 4" HIGH BERM —FLOOD
WITH WATER TWICE IN 1 ST 24 HRS.
2 "x4 "x3' -0" STAKE; TOP OF
STAKE FLUSH WITH GROUND
REMOVE BURLAP FROM TOP
OF BALL
H TOPSOIL do PEATMOSS 3:1
_UME IN 9" LAYERS. WATER
UNTIL SETTLED. DO NOT TAMP.
TOP OF POST
BEVEL
TOP
1 /4"
RECESS
4x4 POST
— bo —
C
-0° COMPACTED
- GRAVEL
12"
LIGHT BOLLARD BASE
NO SCALE
-- - - -- -- - -- — - - - - - -- - -- -- - - - - -- -
-7-i'i
3" TOP SOIL- ,��,��
--
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III -I II �-I I I�
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I11 IL S,
t�...,,. :,ts oft requlrcd of Siorm I.,Icts
1,,,,t; -I; ;:d be ui.l,jlkd ul Id Sl�u,, utya
Spocing .tall Ge 5' en oIr .. r jd l
Contraction pints shall be Ioolej cr so.n In
c�11110uw4; pcurcd culls 1,: a d.-pin :,l 112' min.
COMBINED CONCRETE CURB & GUTTER (TYPE ii)
►Io 5� �t E
HAMILTON COUNTY HIGHWAY DEPARTMENT
RF','I>CU --
RECOM[115h)
ILa~Il Ii,W, CrdJ11! iB
AAPROVE(i - -�� ��1._ - -- - - y-s'- 93
CURBS WITHIN R/W
EXPANSION JOINT
1/ 1/4- 4" CONCRETE
SIDEWALK
PAVEMENT 1 1/2- R TOP SOIL PAVEMENT 1 1/2- R �—
SLOPE DOWN SLOPE DOWN
' N
ONCRETE
CONCRETE CURB
6"
CURB BACKFILL
BACKFILL
s"
CURBS WITHIN PARKING LOT
4 CURB DETAILS
`-42" HIGH
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LIGHT BOLLARD
ANCHOR AS REO'D
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BY MFR
U
GRADE
( =1
- (�I ! a
24 "0 SONA TUBE
-, CONCRETE
I
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o
,II
_
-I
-- ELEC COND
2' -0"
LIGHT BOLLARD BASE
NO SCALE
-- - - -- -- - -- — - - - - - -- - -- -- - - - - -- -
-7-i'i
3" TOP SOIL- ,��,��
--
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III -I II �-I I I�
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I'D
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G ,> 6 �o 0
o o
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I11 IL S,
t�...,,. :,ts oft requlrcd of Siorm I.,Icts
1,,,,t; -I; ;:d be ui.l,jlkd ul Id Sl�u,, utya
Spocing .tall Ge 5' en oIr .. r jd l
Contraction pints shall be Ioolej cr so.n In
c�11110uw4; pcurcd culls 1,: a d.-pin :,l 112' min.
COMBINED CONCRETE CURB & GUTTER (TYPE ii)
►Io 5� �t E
HAMILTON COUNTY HIGHWAY DEPARTMENT
RF','I>CU --
RECOM[115h)
ILa~Il Ii,W, CrdJ11! iB
AAPROVE(i - -�� ��1._ - -- - - y-s'- 93
CURBS WITHIN R/W
EXPANSION JOINT
1/ 1/4- 4" CONCRETE
SIDEWALK
PAVEMENT 1 1/2- R TOP SOIL PAVEMENT 1 1/2- R �—
SLOPE DOWN SLOPE DOWN
' N
ONCRETE
CONCRETE CURB
6"
CURB BACKFILL
BACKFILL
s"
CURBS WITHIN PARKING LOT
4 CURB DETAILS
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No.
AR 00910(
STATE 0
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