HomeMy WebLinkAboutD-322307Ld
a
z
V
W
0
ry
n
a
a
z
z
Q
Ld
z
W
S2
z
0
v
J
u
JUTE MATTING EXISTING GRADE
�MIN %mss
CL BURY 6
Ln
0
0
U
a
v
i
0
V
0
Q
U
z
0
z
Ld
0
0
0
0
0
0
i
0
U
z
0
z
Ld
0
0
s
a
V)
i
i
E
Q
0
0
N
0
L
d
N
O
L
c-
U
Q
c
LOCATION REFERENCE POINT,
SEE TABLE DWG C2
UPSTREAM FACING
LOG ON TOP
BURY >50%
OF LOG LENGTH
2' THICKNESS
3 EARTH ANCHORS PER STREAMBED GRAVEL
LOG, SEE NOTE 1 NATIVE MATERIAL
1. CHAIN LOGS WITH ROOTWADS TO EARTH ANCHOR 48" MIN INTO
THE GROUND USING 5/16" DIA MIN GRADE 40 STEEL CHAIN
MAKING TWO COMPLETE WRAPS AROUND LOG. SECURE
W /SHACKLES, SCORE LOGS TO RECESS CHAIN.
2. SEE SPECIFICATIONS FOR ROOTWAD REQUIREMENTS.
S
LOG WITH ROOTWAD C2
(LOOKING DOWNSTREAM)
NO SCALE
4" MAX CLR
BETWEEN WALL
OR OTHER POSTS.
8' -0" MAX ( I
1 1/2" STD PIPE FOR
RAIL AND POSTS
Lij
J
J
Vl
CD
cV
— (>
V)
CD
z
z
z
TOP OF —` -
PARAPET,
CONCRETE
GUARDRAIL
OR SIDEWALK
3/4 "0 PICKETS
@4" CLR
m
DETAIL r 3
STEEL PIPE HANDRAIL C4
NO SCALE
7'
DETAIL r5_'
STREET LIGHT BASE C3
PLAN
NO SCALE
Kim
:i
ADAPTOR SKIRT
TRIM TO WITHIN
3 " -5 "OF GE
lIx1�1��1�11
'ASS FOR
/OLUMES
`— SEDIMENT ACCUMULATION
NOTES:
1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR
UPON PLACEMENT OF A NEW CATCH BASIN.
2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL
(12- INCHES FROM THE TOP OF THE SEDIMENT TO THE BOTTOM OF THE GRATE.)
3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT,
EMPTYING, AND RE- INSERTING IT INTO THE CATCH BASIN. DISPOSE OF
SEDIMENT IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.
DETAIL �
CATCH BASIN INSERT C1
NO SCALE
CENTER OF PARAPET OR
CONCRETE GUARDRAIL
_OW
�NDRAIL
I 1/4" DRAIN HOLE
1/2" CLEAR OF
i CONC
I I
4, °
PARAPET WALL OR
4 °.
CONCRETE GUARDRAIL
a °
°
SOCKET
1/8" COVER PLATE TACK
WELD @ 90°
NOTES:
1. USE PIPE 3" STD x 0' -5 ". GALV AFTER FABRICATION. FILL SOCKET
WITH NON- SHRINK GROUT AFTER INSTALLATION.
2. THIS DETAIL APPLIES TO INSTALLATION OF HANDRAIL IN CONCRETE
GUARDRAIL OR PARAPET WALL. FOR INSTALLATION IN SIDEWALK, SEE
STD DETAIL H024, DETAIL A.
DETAIL 4
STEEL PIPE HANDRAIL
PIPE SOCKET
NO SCALE
0 ISSUE FOR BID
NO. I REVISION
Z_ n -r
WOOD POST
6' MAXIMUM
SPACING
TYPICAL DESIGN `B'
JUNCTION BOX
SPLICE KITS CLEAR EPDXY
SPLICE KITS ON ALL THRU
WIRE RUNS
4" CONCRETE PAD
#4 @12EW @CTR
#8 BARE COPPER
GROUND WIRE
1 #8 GROUND WIRE
2 - LIGHTING SYSTEM
WIRES TO CONTACTOR
(SIZED AS REQ'D.)
DETAIL
TEMPORARY SILT FENCE
NO SCALE
FUSE KITS QUICK DISCONNECT 10
AMP IN LINE FUSE KITS S.E.C. OR
EQUAL
--/ 6
5/8 "x8' COPPER CLAD D ETA L
GROUND ROD STREET LIGHT BASE C3
SECTION
NO SCALE
SURVEYED: SCALE:
DH &A VERTICAL NAYD 1988 CITY O E
AS SHOWN HORIZONTAL: NAD 1983/1991 ,�
DESIGNED: ®® }_-
LMG REN TON
DRAWN:
CAD
ONE INCH DATU M
—2 -0 r CHECKED: AT FULL SCALE
MSG Planning /Building /Public Works Dept.
IF NOT ONE INCH i titi
BY DATE APPR APPROVED: SCALE ACCORDINGLY
MSG
TO LUMINAIRE
4 IA" AAIAIIKAI IAA
- 322307
TOP OF CONCRETE FOUNDATION
TO BE LEVEL WITH TOP OF ,
SIDEWALK OR CURB.
3" CLR
10 #5 VERT BARS
EVENLY SPACED HK
T &B
#4 TIES @ 12 MAX
SPACING
- ANCHOR BOLTS
(4) 1"X42" GALV `
A307
1 0 1 2 3 4 5 6 7
3/8" =1' -0"
Scale Feet
DATE:
SW 34TH STREET 03/2/0
CULVERT REPLACEMENT PROJECT FIELDBOOK:
PAGE:
DRAWING N
CIVIL SECTIONS AND DETAILS C 5
[7SHE: ET-7OF:
16
s- D 31212131017�
Vl
x
z�
N
o
H �
O
y�
N
N
w
1 0 1 2 3 4 5 6 7
3/8" =1' -0"
Scale Feet
DATE:
SW 34TH STREET 03/2/0
CULVERT REPLACEMENT PROJECT FIELDBOOK:
PAGE:
DRAWING N
CIVIL SECTIONS AND DETAILS C 5
[7SHE: ET-7OF:
16
s- D 31212131017�