HomeMy WebLinkAbout062-94 SP Detail Sheetm ulcy MVICy Ju yo,
"DON'T DIG BLIND"
CaR MorHWy tnrovo Friday -7 AM to 6 PM
1-800 1-800
382-5544 428-5200
MMin Indola OutNiM Indlo o
PER INDIANA STATE LAW IS -69-1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
file: MOLEY.DWG
NOTES
EVAN" ,AMTS ARE REOLARED AT STORM MILTS
CONTRACT" JOINTS SHOULD BE INSTALLED AT 10' SPACSNCS
SPACMO SHALL BE s' ON CURVE RAM
CONTRACTION JOINTS SHALL BE POOLED OR SAW M
CON PNL1WAr POURED CLMBS TO A OATH OF 1/f MM.
TOPSOIL—,
A,
0
BACKFILL -
m
r
t;
SUBGRADE AGGREGATE
DEPTH VARIES
CONCRETE ROLL CURB & GUTTER SECTION
TYPE 1 (NO SCALE)
file: RCURB.DWG
R-2561 OR EQUAL
I. C. ELfV.
r 2" NEEP HOLES t
I } /2 STONE
CONC. WALLS -"'It
V.
ZI
W _ —I I X11 LI 1
4II II3/4' (tIP•)
I—�T-
VAR. PIPE 1— `r VAR. PIPE SIZE
IB" MAX. ` 18" MAX
5/ E,
111— '-..
4'-0" SO. CONC BASE
(1) LINE 0.116" PIPE MESH W. WF.
EARTH DITCH INLET
(NO SCALE)
file: SWAINL-2.DWG
1"-H.A.C. SURFACE
3"-H.A.C. BINDER
4"-/53 STONE
5"-/2 STONE
__..R SUBGRADE
ASPHALT PA 1/ING SEC TION
(SPRING MILL ROAD & LOCAL STREETS)
(NO SCALE)
'I
II 11 •.�_
CONCRETE THRUST BLOCKING-/
CONCRETE TO BE POURED BETWEEN PIPE k FIRM
FACE OF TRENCH AT ALL TEES BENDS k PLUGS
TYPICAL THRUST BLOCKING
(NO SCALE)
file: THBLOCK.DWG
I
STABILIZATION
PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
PERMANENT A�� •////I////• ��•�I/�
SEEDING
DORMANT B --40 B
SEEDING
TEMPORARY CD��
SEEDING E • ////I ////•�
SODDING F * * •/////I/////• ��
MULCHING G r
A KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE.
B KENTUCKY TONSSTRAW
US60 MULLCH // PING RED FESCUE 60 B
/,(C E, OR ADD RYEGRASS 30 L
PLUS S/ CRE.
C SPRING OATS 3 BUSHEL/ACRE.
D - WHEAT OR RYE 2 BUSHEL/ACRE.
E „ ANNUAL RYEGRASS 40 LBS/ACRE
F - SOD
G - STRAW MULCH 2 TONS/ACRE.
•/I/• IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER
A• IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
SEASONAL SOIL PROTECTION CHART
(NO SCALE)
file: PCHART.DWG
50' RIGHT-OF-WAY
10'/11' 30' (MAIN) / 28' (CUL-DE-SAC) 10'/11'
15/14' 15'/14' •�
4 2' LOCATION OF 2 I SLOP
PROFILE GRADE 1 4� T. 4 1'(min)
1'min
()
LEVEL LINE OWN 1/4'/IFI.—
NLMLW
CONC. WALK
1--H.A.C. SURFACE
CONC. ROLL CURB
#4 RE -BAR WELDED TO
M.E.S. W/ 4" OPENINGS
FOR DEBRIS/ANIMAL GUARD.
SPECIAL END SEC. DETAIL W/DEBRIS/ANIMAL GUARD
(NO SCALE)
NORMAL
M\• 1 POOL ELEVATION
LAKE CROSS SECTION
(NO SCALE)
3"-H.A.C. BINDER
4--/53 STONE
5"-/2 STONE
TYPICAL SEC TI ON —LOCAL S TREE T
r!!1/!2-7PE�FPIFORMED�JKONNTLLER
,o••o
0
•
z
z
. • .
0
o
0 0
c)a
0 O
a
0
,
o•
,o
<
8" NOTE: MANHOLE SHALL CONFORM
z
0
-III
o.
W
m
1 -4"
0
u;
TRANSVERSE JOINT
o; 0 c
m
e
0 0 0
�
NNd
-III
III.
_
A
<
u
SUBGRADE AGGREGATE
DEPTH VARIES
CONCRETE ROLL CURB & GUTTER SECTION
TYPE 1 (NO SCALE)
file: RCURB.DWG
R-2561 OR EQUAL
I. C. ELfV.
r 2" NEEP HOLES t
I } /2 STONE
CONC. WALLS -"'It
V.
ZI
W _ —I I X11 LI 1
4II II3/4' (tIP•)
I—�T-
VAR. PIPE 1— `r VAR. PIPE SIZE
IB" MAX. ` 18" MAX
5/ E,
111— '-..
4'-0" SO. CONC BASE
(1) LINE 0.116" PIPE MESH W. WF.
EARTH DITCH INLET
(NO SCALE)
file: SWAINL-2.DWG
1"-H.A.C. SURFACE
3"-H.A.C. BINDER
4"-/53 STONE
5"-/2 STONE
__..R SUBGRADE
ASPHALT PA 1/ING SEC TION
(SPRING MILL ROAD & LOCAL STREETS)
(NO SCALE)
'I
II 11 •.�_
CONCRETE THRUST BLOCKING-/
CONCRETE TO BE POURED BETWEEN PIPE k FIRM
FACE OF TRENCH AT ALL TEES BENDS k PLUGS
TYPICAL THRUST BLOCKING
(NO SCALE)
file: THBLOCK.DWG
I
STABILIZATION
PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
PERMANENT A�� •////I////• ��•�I/�
SEEDING
DORMANT B --40 B
SEEDING
TEMPORARY CD��
SEEDING E • ////I ////•�
SODDING F * * •/////I/////• ��
MULCHING G r
A KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE.
B KENTUCKY TONSSTRAW
US60 MULLCH // PING RED FESCUE 60 B
/,(C E, OR ADD RYEGRASS 30 L
PLUS S/ CRE.
C SPRING OATS 3 BUSHEL/ACRE.
D - WHEAT OR RYE 2 BUSHEL/ACRE.
E „ ANNUAL RYEGRASS 40 LBS/ACRE
F - SOD
G - STRAW MULCH 2 TONS/ACRE.
•/I/• IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER
A• IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
SEASONAL SOIL PROTECTION CHART
(NO SCALE)
file: PCHART.DWG
50' RIGHT-OF-WAY
10'/11' 30' (MAIN) / 28' (CUL-DE-SAC) 10'/11'
15/14' 15'/14' •�
4 2' LOCATION OF 2 I SLOP
PROFILE GRADE 1 4� T. 4 1'(min)
1'min
()
LEVEL LINE OWN 1/4'/IFI.—
NLMLW
CONC. WALK
1--H.A.C. SURFACE
CONC. ROLL CURB
#4 RE -BAR WELDED TO
M.E.S. W/ 4" OPENINGS
FOR DEBRIS/ANIMAL GUARD.
SPECIAL END SEC. DETAIL W/DEBRIS/ANIMAL GUARD
(NO SCALE)
NORMAL
M\• 1 POOL ELEVATION
LAKE CROSS SECTION
(NO SCALE)
3"-H.A.C. BINDER
4--/53 STONE
5"-/2 STONE
TYPICAL SEC TI ON —LOCAL S TREE T
r!!1/!2-7PE�FPIFORMED�JKONNTLLER
,o••o
0
•
TRANSVERSE JOINT
z
. • .
0
o
0 0
cy
0 O
N
0
,
o•
,o
<
8" NOTE: MANHOLE SHALL CONFORM
z
0
-III
o.
W
m
1 -4"
0
u;
TRANSVERSE JOINT
o; 0 c
1/2"" PERFORMED JOINT FILER
.0
0• 0 0
0 0 0
z
0
05
(L
z
W
co
E
(NO SCALE)
file: LOCST.DWG
IN
*O
v 4" CONCRETE
`PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
(Nr) SCALE)
file: CONCWALK.DWG
SLOP-
-T C £LEVA 77ON
EENAH R-3501-TR/7L
/53 STONE
MONOLITHIC OR
2' WEEP HOLES , PRECAST CONCRETE
CONSTRUCTION
BLOCK OR !2 STONE
CONC WALLS
—_III—I I
•,� 4 3/4" (t)JI.)
n — '.r I-1 11-
-�
11� VAR. PIPE SIZE
-- •` 18" MAX.
3' SO CONC. BASE -�
(1) LINE 0.116" PIPE MESH W.W.F.
CURB I NL E T
(NO SCALE)
COVER SHED
IN LA E
USE 6" PVC PIPE
UNLESS OTHERWISE
SPECIFIED
A�
Of
D/4 OR 6" MIN.
IF
a• Oo
,o••o
0
•
o 0
0 0 o
. • .
0
o
0 0
O . O •
0 O
• , O
o
0
,
o•
,o
0
8" NOTE: MANHOLE SHALL CONFORM
Y
0
-III
o.
0 0
1 -4"
BE USED
,o
o; 0 c
. '
4 0 0
.0
0• 0 0
0 0 0
_1 � I—III III .III—III.
24 J
LIGHTLY COMPACTED BACKFILL
RGRANULAR
PROFILE SPECIFIED
ONPNTS)
�I i Ll I
VII
COMPACTED /8 STONE
l
ill y
NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS
-- THE TRENCH SHOULD BE OVER EXCAVATED A
MINIMUM OF 6" AND REFILED W/GRANULAR MATERIAL
BEDDING MATERIAL TO BE
COMPACTED %8 STONE
SANITARY SEWER PIPE BEDDING
(FOR FLEXIBLE PIPE, INCLUDING LATERALS)
(NO SCALE)
O.D. + 1'
NEENAH R-1642 OR EOUAL
3.0'
—I
—I
TYPICAL SLOTTED RISER
NOTE: ON TAPS TO
ANGLE VALVE
-III
III -CINES SMALLER THAN
PROTECTED o
—I I
1-14" DIAM. EITHER A
W?H PLAS77C
8" NOTE: MANHOLE SHALL CONFORM
TAPPED TEE OR A
III
WpAp
-III
-PIPE SADDLE SHALL
0
16'
1 -4"
BE USED
`2'X6" SILT TRAP
OR
48" NY
�IIII
ILII:
�
-III
III.
W
8"
<
u
I C.I. M.H. STEPS 0 -RING GASKET
\ NEENAH R -1980-C
CGRP.
ILII
Q.
_ COC\K
_
-'FILL WITH CONCRETE
\
II I I (0E.,
1" COPPER SERVICE
I O O' I IR'ECA RING
GROUT
t RECAST ONLY
I I
PIPE TO BE SUPPORTED ALONG EIV77RE
LENGTH -EXCAVATE FOR EACH "NT
WA TER SER VICE INS TA L L A TION
LONG RADIUS CURVE
(NO SCALE)
file: WATSER.DWG
1%8" % 1 FT.
ISOMETRIC
PLAN
TYPICAL HOUSE CONNECTION
TO MAIN SANITARY SEWER
(NO SCALE)
file: CONNECT.DWG
24"
EARTH OR CONCRETE SURFA
CONCRETE CURB
$�oo�o 00
SUBGRADE AGGREGATE
o DEPTH VARIES
/8 WASHED GRAVEL I o 1
OR CLASS 'A"
Mom WASHED STONE
INSTALLATION OF IR4DOtORAIII SMALL
COFORM TO SECTION 719 OF TINE
"OMA OVART1E►R OF TRANSPORTATION
STANDARD S>KC/ICAT10NS p D -PIPE DIAMETER
UNDER ORWS SMALL NOT 9L INSTALUM MIN. 6" SUB SURFACE DRAIN
UNTI FINAL OtAOMO AND COMPACTION
4 COMPLETED ON SUB AOC 3
ANY CONTAMMIATION OF UNDCR0RAPI BAO U MIN MIN
SMALL BE POWYm ""TO INSTALLATION
OF AOOItEOATE BASE. 12" MIN
UIOERORAMS SNAIL NOT BE MSTALIED 18" MAX
4bw
UNTIL uTuTES LOCATED WIFATH THE
UNDERDRAIMS AN IN PLACE
(h. WATERMAMS, STORM 9E.iRS, SAM7NRY S[TNERS, ECT.)
PIPE UNDERDRAIN
(NO SCALE)
NOTE:
TEMPORARY EXTENSION ABOVE
GROUND TO BE REMOVED UPON
CONNECTION TO HOUSE STEEL FENCE POST
CAP d TAPE
ALL MEASUREMENTS TO BE
MEASURED FROM BACK OF CURB
1e"
PROPOSED GRADE
�.i.::
.
6" (MIN.) REQUIRED
SSD MAIN
+ MIN. SLOPE O 3OX
J. MIN , • • 3" MIN.
11" MIN.
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS
(NO SCALE)
EROSION CONTROL:
A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING
OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION
PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE 10 BE
SEEDED AS FOLLOWS: R
A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION I
LIMITS WITH 5//ACRE 'REDTOP GRASS", 20#/ACRE "RYE �=
GRASS', 20//ACRE "BLUEGRASS", 25}/ACRE "FESCUE" AND
600//ACRE 12-12-12 FERTILIZER.
B. CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE
WITH 25//ACRE "FESCUE', 20//ACRE "RYE GRASS-. 15//ACRE
"BLUEGRASS" AND 600//ACRE 12-12-12 FERTILIZER.
C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR
EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED
HARDWOOD OR EROSION CONTROL MAT.
D. DEVELOPERS OPTION: CONSTRUCTION AREAS REOUIRING EROSION
CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED
AND FERTILIZER SPECIFICATIONS.
STRAW BALES BURIED 3"
STORM BEEHIVE
3'-/4 REBAR STAKE
2'X6" SILT TRAP
TYPICAL SLOTTED RISER
(CAN BE USED INSTEAD
OF STRAW BALES)
PLAN
NEENAH R-1642 OR EOUAL
PRECAST CONCRETE ADJUSTER
KENT SEAL
RINGS: 4" MIN. -12" MAX.
TYPICAL SLOTTED RISER
1/2" PLASTER
32"
8 \ \ TAPERED CONE SECTION
V-4" 1 LINE OF .24'
e"
STORM BEEHIVE
8" NOTE: MANHOLE SHALL CONFORM
TO ASTM C-478. JOINTS SHALL
CONFORM TO ASTM C-443.
0
16'
1 -4"
32'
w
`2'X6" SILT TRAP
OR
48" NY
0i
0
1•-4•
8"
<
u
I C.I. M.H. STEPS 0 -RING GASKET
\ NEENAH R -1980-C
M
OR EQUAL
BUM RUBBER COATING
48" z
z
7. 1- J21AMETER
N
-'FILL WITH CONCRETE
I O O' I IR'ECA RING
GROUT
t RECAST ONLY
I I
S.
POURED IN PLACE
/4 BARS -12" O.C. BOTH WAYS OR PRECAST
r�
6'
NOTE: BEDDING FOR MANHOLE SHALL
BE A MINIMUM OF:
6"-/8 STONE BASE ON
6'-/2 STONE BASE
STANDARD MANHOLE DETAIL
(NO SCALE)
file: MHHAM.DWG
(NO SCALE)
file: CONNECT.DWG
24"
EARTH OR CONCRETE SURFA
CONCRETE CURB
$�oo�o 00
SUBGRADE AGGREGATE
o DEPTH VARIES
/8 WASHED GRAVEL I o 1
OR CLASS 'A"
Mom WASHED STONE
INSTALLATION OF IR4DOtORAIII SMALL
COFORM TO SECTION 719 OF TINE
"OMA OVART1E►R OF TRANSPORTATION
STANDARD S>KC/ICAT10NS p D -PIPE DIAMETER
UNDER ORWS SMALL NOT 9L INSTALUM MIN. 6" SUB SURFACE DRAIN
UNTI FINAL OtAOMO AND COMPACTION
4 COMPLETED ON SUB AOC 3
ANY CONTAMMIATION OF UNDCR0RAPI BAO U MIN MIN
SMALL BE POWYm ""TO INSTALLATION
OF AOOItEOATE BASE. 12" MIN
UIOERORAMS SNAIL NOT BE MSTALIED 18" MAX
4bw
UNTIL uTuTES LOCATED WIFATH THE
UNDERDRAIMS AN IN PLACE
(h. WATERMAMS, STORM 9E.iRS, SAM7NRY S[TNERS, ECT.)
PIPE UNDERDRAIN
(NO SCALE)
NOTE:
TEMPORARY EXTENSION ABOVE
GROUND TO BE REMOVED UPON
CONNECTION TO HOUSE STEEL FENCE POST
CAP d TAPE
ALL MEASUREMENTS TO BE
MEASURED FROM BACK OF CURB
1e"
PROPOSED GRADE
�.i.::
.
6" (MIN.) REQUIRED
SSD MAIN
+ MIN. SLOPE O 3OX
J. MIN , • • 3" MIN.
11" MIN.
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS
(NO SCALE)
EROSION CONTROL:
A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING
OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION
PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE 10 BE
SEEDED AS FOLLOWS: R
A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION I
LIMITS WITH 5//ACRE 'REDTOP GRASS", 20#/ACRE "RYE �=
GRASS', 20//ACRE "BLUEGRASS", 25}/ACRE "FESCUE" AND
600//ACRE 12-12-12 FERTILIZER.
B. CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE
WITH 25//ACRE "FESCUE', 20//ACRE "RYE GRASS-. 15//ACRE
"BLUEGRASS" AND 600//ACRE 12-12-12 FERTILIZER.
C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR
EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED
HARDWOOD OR EROSION CONTROL MAT.
D. DEVELOPERS OPTION: CONSTRUCTION AREAS REOUIRING EROSION
CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED
AND FERTILIZER SPECIFICATIONS.
STRAW BALES BURIED 3"
STORM BEEHIVE
3'-/4 REBAR STAKE
2'X6" SILT TRAP
TYPICAL SLOTTED RISER
(CAN BE USED INSTEAD
OF STRAW BALES)
PLAN
VIEW
TYPICAL SLOTTED RISER
(CAN BE USEDINSTEAD
OF STRAW BALES)
STORM BEEHIVE
3'-p4 REBAR STAKE
STRAW BALES BURIED 3"
`2'X6" SILT TRAP
�I
0i
0
SECTION VIEW
S TRA W BALE PLACEMEN T
FOR EROSION CONTROL
(NO SCALE)
file: STRERO.DWG
-EROSION CONTROL SEEDING LIMITS
y RI R F
I
EROSION CONTROL SEEDING LIMI
VARIABLE
-GRADE AS SHOWN
ON PLANS
I-1 I I-1 I I
DRA INA GE SWALE SEC TION
(NO SCALE)
file: SWALE.DWG
s
8"
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iv=f:>♦1"ff-1Ilia" MEq, i7F1i1.7�
IF.Wsmmgn"&ncn111111111'sHIN
�si�m�m�mws"111111111201l
M N
PIPE G. A. A H L W I (APP,) BODY
DIA. 1' AX 1'5 21
1 71
1 1 1 P
1 1 1 41 1
1
ND
14 1 1
NOTES: LL AppN��C g� R pL TE QR$ �►i L c QR
IND TANDARD PSPEAACI��FLfCAi1 U4REMENT�SCAS SET OU TEE IN�THE M
77�
ALLOY ENDSECTIONS SHALL ALSO USEDIAANDD'ALL COMPO
TOE PLATE 1 T 2 HS NEENT PARTS S5HHAALLLL ggE ALLUMINUM ALLOY AS SETTTT OUT IN THE
ANCHOR MRIDARO SPECIFICATIONS.
W+A gM�ULTIGPLLEE��PAJNEEL BODIES SH L HAVES LAPP SEAMS WHICH SHS"
i THEnTOE PLATENANCHOTMR ALLDB� CONSTRUCTED ORTi00RGAGE
4. T FILL ISLE END SECTIONS. IGALVANIZED T SHALL BE AND gMARTECHEED -PUNCH D TON ALL O FIT j0LE$ IN
2 1/2 SKIRT LIP AND SUPPLIED LOOSE COMPETE WITH 3/8 DIA.
i GALVANIZtD BOLTS. COST THERI=OF SHALL BE INCL DED IN THE
CONTRACT UNIT PRICE PER EACH FOR 'PIPE END SECTION"
WHERE VITRIFIED CLAY CU RT OR SAST IRON CULVERT
PIPE IS USED A "PIPE EEN TtpN C PARABLE T
THAT AS SHOWN FOR MEAL CON CR SHALL B
COMPUTED LENGTH AND ENO SECTION 2" +FURNISHED AS5ND SHALL BE AS APPROVED BY THE ENGINEER
PAY LENGTH OF CULVERT LENGTH (L) III PRICE END EEAnCfpRµP1PE ENO SECTION"PAID FOR AT TCOMP�ETEAiNTUNIT
PLACE
SIDE I.R L�:L ^ AND ACCEPTED
PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE
END SECTION TO HELICALLY CORRUGATED PIPE
SPECIF/CA TIONS FOR HOOK BOL T AND NUT
21/4•
5"
HOLK�BOLT MAIL RAN ALL MET THE C R T A .I.M.
CUT- 21 /T $HAT 9S�E A�,MLEERRI AN STANDARDD OARS- Aub SE It1s.� �$LpASS II I
WASH- BHO TM Ayy BE OR GAL ALNISZF{EAD�L ARMEpFNT E$CU NR N�T�TQRTNINPGT C�THE NUT Y HAM A-157.
R�9/Iel�/19' AU AND ggP �I IICRq TT1l AL 1 E CARN T TFIR AS SHAaL BE V I AN S�fAARp
COARSE TH E11 FINIP �1/B5834 MA�MUM VERSIZE). CLEEAN�A TER GALVANIZ-
�ra• ING TQ PROVIDE A FREE 1 NNING FIT ON THE CLA55 n BOLT. NUTS SHALL BE
1 1/4 ACROSS FLATS, 13/16 THICK, CURVE CROWNED TO APPROX. 1 RADIUS.
3/4" 0 BAR #
ME TA L END SEC TION
(NO SCALE)
file: METALEND.DWG
SHEET N0.