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--- 8 MENIO.uM OF 10PSDIE. OR A"_3 SrONi c' Sa ,2r on
.7 v
r
MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO — � I -
V.w .per e
3"A1 i (7I dmf �.
�. ;PAVEMENT SECTION VARIES .• �� � � �Xi��*.,>
CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT �
• ..
7-7- OUPIPE �j P PE A.. iA a ... : .:err/s��`�,��
�:T 'i S_6GRAUE' /\ \\ .• 7 TD:.' � � 4 °: �
�TIIII
EXISTING GRADE ��//', /�. I � .: i• •'.•..'�:• ;�; . ..A�
\\
•6". -Oa -;6•tir. +' • I EARTH OR SIDEWALK SURFACE CONCRETE iE CURB OR CURB &GUTTER S r � = L N
; :.
Ell eacxFLl ---
�_ 3 (MAX) PROPOSED 1 3 MAX) �) SH LL BE ,Fp
(� —� 1 GRADE — NCrc �` _m OU LET PIP PAVEMENT
4'. '
I ....._ MINIMUM CuV£R SHALL ... � .
jjj I � ��5 24 5 OUTLET
� � � � � � �• � � � I I I I.•.— BE PER NOT: �. ° � '•' � ( PIPE a�. -
ISEE PLANS FOR { UNDERDRAIN TRENCH TO BE
BEDDING, _ T ASPHALT AL SECTIOAGGREA?F.
D R-) ICASTING TYPE �;: SEE PLANS FOR FLUSH WITH BACK Of CURB j P£ft TYPICAL SECTION
H� N HVC —� PPF MATERIA! PER DTII ITY - CASTING TYPE
1 I I i RAEWl VACh. INITIAL - riM1TA! „URIS]!Ul?ON OVER ( 5"
w a g
RENCH MATE IA: I (r�_-_ IN„TAiAT OtJ.P=24
°�.• _ a w a
,, + !; INSTALL FILTER FABRIC ON + i {:
Q P.ACEM" uJ 1 " . 5 5 �
STAN AR PRAC ! E \ : I 24 PERIMETER OF TRENCH AND i ry
�I UNDERCUT SWALE BY 0.2' u-:_ HANINc SEE PLANS FOR OVERLAP AT suBGeADE LEVEL
�- — - - CASTING TYPE z
Z 11. JIiRUC�� 1
� INSTALL FILTER FABRIC � w TO ALLOW FOR FUTURE SILTING Nsru� aN_ — `
ON PERIMETER OF Y��\`,/\/'�/i /\/\%� _W •° + a }8 WASHED AGGREGATE- 10 - 000BLE WALL PIPE, RANCOR
(� iV _L�/��GG.\/./�/1.��:,L/��L�. ':' ^ 6" » (n _._ I Hl -O, TYPE R PIPE (A°, EQUIVALENT _O
TRENCH AND OVERLAP PIPE SHALL CONFORM TO SPEC REQUIREMENTS s'N . r N «I PI / T T °d w 3` 3' z PER sEcrinN ao1.o o= THE
Q AT SUBGRADE LEVEL '� TEP ,�A, t ldD /A JE,=TA,L iWENCt-H DL 7A4, 24 rw MI. STORM WATER TECHNICAL STANDARDS
OF SECTION 907 OF STANDARD SPECIFICATION �'R L%T/UTY INSTAATl01VS ✓U/��HI;V' CllY F��� > �T2"MIN _
NO SCALE Lei i LCL
LIJ
NOTES. � •.' „ .°+v •' _
FOR UTEEiTY !NSI"AU A':;ONS A4 RE "' i5 5' OR LESS SHALL BE B--SGRROW FOR STRUC^ URE. SACKEILL I ♦. M
#8 WASHED AGGREGATE ME N 'H: w rERIAL REQUIREMENTS OF THE INDOT AND SHALL BE -COMPACTED IN 5- MAXIM IM UFTS TO NCT LESS I
S'ANpARU PROC(OR DENSITY FOR iH't ENTIRE OEVTN OF 1HE" MATERIAL PLACED. THE - A�KFELf F^.RhE a ''[-n /�C DD ^/qr
° •• _ [NUJ 1S! /-C RA /V
TOP E -^E EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUAREMEN iS 00 a � •' e
.0 THE INES AND 'HALL BE I..OMPACTED TD NOT FESS THAN 957 STANDARD PROCTOR DENSITY FOR THE ENP.RF ' ' �. � _ � .•. • NO SCALE
D P'. ''IF W, MATERIAL PLACED. IF THE STANDARD PRACTICE OF TF1 U �':TY Pit HAS JURISDICTION OVER M "'+ "F' � • '
DOUBLE WALL PER 401.01 OF THE STORM WATER E NS A.,A , N HAS A MORE S INGEN wAL BACKFILL REQUIREMENT. He MORE STRiN NU RE UIREMENT
MILL U,OVERN,
TECHNICAL STANDARDS MANUAL 2 rHIS RE�)J:REWINf SHALL APPLY FOR ALL IIII iY INSTALLATIONS (NCLULI.NC BUT NOT IMITEU TO WATER >t
MAINS. WATER HRViCL LATERALS, SANITARY MAINS, SANITARY r POWER.
1 NOTES:
SERVICE LATERALS, GAS PIPING, :OWER, TELEGGMM
AND Carr CG:ND,,ITS OR DUCT BANK) 'hi fHEN EXISTING AND PROPOSED CITY OF CAPME_ RIW LIMITS. _ • `' .'•' - • • _ • . PIPE SHALL CONFORM 6'8 STONE BEDDING ' ' M TO SPEC REQUIREMENTS
FR; U?ILI" -INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE JURIZOTON OF THE J,71UTY, TLE MINIMUM '� •',', � .' :�y••'i w OF SECTION 71& OF STANDARD
CONR .ROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE LNSTALLEC PIPE CONDUIT OR F.liCi P.P.tdK 68 STONE BEDDING SPECIFICATION
TYPICAL SWALE DETAIL •.-. * - .
SHA!: 9E ,-!E PA�,�MENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABI, THE SJBGRADE) "
BA . 3 I'NDER 14&AV CENT ELEVAIIES SHALL h�E COVER ALONGANY FAR' OF h. PIPE CONOU!i R TUC' NOTE. 5 CONIC. PRECAST OR w INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT m
BANK F cN H nNAi PAVEMENT ELEVATIGN c HE TOP OF HE PAF BE LESS THAN z.5 . . F IPE NDARD POURED IN PLACE 6" CONC. PRECAST OR NOTE: 5 CONC. PRECAST OR AND WHERE REQUESTED BY THE CITY ENGINEER
NO SCALE PvA� Cr -f UTILITY THAT HAS JURSDICTION OVER THE INSTALLATION HAS A MORES-RINGENT COYER NOTE: POURED IN PLACE
''I(. MORE STRINGENT REQUIREMENT SHALL GOVERN POURED IN PLACE
Q 1 EXISTING Sa.;RADE HAS BEEN LIME STABILIZib, BACKFILL SWTH B -BORROW TO BOTTOM OF EXISTING SUBG:iADE
-.'E LIMIT OF TREATEDSUBGRA-------IE WIT.•; LIME STABAL2ED SOIL INLET TY _.._...-........
N ` _err o� � � � � � TAIVD 1 FI_;5 -A� �.�R I M I N LE E J" I N A - "Y o ....__._..__. _......... _........ _............ __._.... _
PE " " T TYPE " LET TYPE " "
A PICA �r_ sTANDAf,D,S a
NO SCALE T i CAR
ML � `DRA�NJNC
s'�R MAi"v A'�CI l.�aTFRq� TRENCH ''I�`A:w
DRAWING NO SCALE
� N
-: UTII ITY NSTALLATIJNS !JV�TNi� CI!Y RDW.__ -._ G �`
SUBSURFACE DRAIN
- - 01
(12" TO 18" PIPES) 10-Q . o
NO SCALE z
0
FIRE DEPARTMENT 9" O pp N
5" STORZ CONNECTION J DIA• z co M
Y 3 W o o cn m
LU
MAX. SPACING
if 9 o ? w Q W w Y
1 1/2aR a o 0 o v
HYDRANT SHALL MEET LOCAL FIRE CODES AND
LOCAL WATER UTILITY SPECIFICATIONS
a
2' X 2' X 2' CONCRETE
PLAN VIEW 3 SECTION Y -Y
FINISH GRADE AROUND PUMPER CONNECTION "L" (MIN.) OR
- AS REQUIRED BY WATER UTILITY GROOVED END ON OUTLET END 3,•� W O O L P E R T
•' TONGUE END ON INLET END 4; �i(� oc$K N I amommAL I INFRAffraimm
CONCRETE END
-III-I ..: III I
CONC. COLLAR D S�OpF — F SECTION
_ J — 7635 Interactive Way
z _ • ° _'. II=1 PIPE
Suite 100
—_ •_ — _ Ill C-1 VALVE BOX 3 C = D -C CULVERT
-1I I -III -I I �I I I 11=1I1=1I I -III- GRANULAR Indianapolis, IN 46278
-I I=1 1=III=I I —I I I=1 I I—I I I -I BACKFILL REQ'D I I = COMPUTED LENGTH OF CULVERT
1 I -I I I -I I M I I I I -I I I=1 I IES I I AROUND BASE317.299.7500
-III=III=III-II III -III -III- & BBARREL 6" GATE VALVE o
c��l �=III-II III I I=I IIIII Y� I MAIN o 9 A a PAY LENGTH OF CULVERT FAX: 317.291.5805
END SECTION
I ; _ o LENGTH (D)
CONCR
". Q
BLOCKETE THRUST CONC. BLOCK a 3 E-4
SLOPE DETAIL 1-011111
\.u,�.•. \
-I ; CRUSHED STONE DRAIN A wlhk
o 12 C. TO C.
_I L�LI L= I I III=I (I DRAIN BED CONC. PAD 6» HYD. BRANCH GROOVE (OR TONGUE) TO
��\�
BE THE SAME AS ON MAX. SPACING 3/4"x12" HOOK �X
III—III-I I III-III—III= NOTE: FIRE HYDRANT SHALL BE SETA
MINIMUM OF 6 FROM ALL STANDARD REINFORCED \
BOLTS GALV. �\
,
"I—I I I _III=I DRIVEWAY OPENINGS CONCRETE PIPE ASTM
DESIGNATION C 76 HOOK--NFII---�-,,1 —�
N
o
4'
NOTE: RODDING AND/OR
THRUST BLOCKS FOR
MECHANICAL JOINT PIPE AS
REQUIRED BY LOCAL AUTHORITY
6'
MAIN DIMENSION )L"
LINE (MINIMUM)
a'
LONGITUDINAL SECTION
°
�� '20
r . �•
., .. ' '
.' .° ,..:
• :dGLASS' `•A' �ON0 : . ".'"
I
M
12'
.._
MS'1;KTD
" "
8 36
1 39
16 4
41 E + 2T
° FIRE DEPARTMENT CONNECTION FIRE HYDRANT ASSEMBLY SECTION A -A
U
(n
41 NO SCALE NO SCALE
a�
c
a�
m
m
N
O
; ... REGULAR BAC IES €.? IN C, -RL FN IJA� F,
WARE-
WITH N C" OF PAVEMENT USE GRANULAR
3 0ACKFILL AS SIDE TI IEE t`a't+ -I)K. I',Q-N E, NG!NEER.
w
00 . ;_... �_._ _._.....
O
INITIAL BAia Itl
Itcl.�CI:N=., . • 13E) WOR3f+,� ill
0_,
� �xtFeLOR WED N ;�F1 ACE)
RAU CIT
U �€ V1RRQ11O OR 1*N C)N& kl I ' ` A ;T Fx 1'C RECOMMENDED MINIMUM TRENCH WIDTHS
0 ii, m3Y S OR 4r SiONE v3L. O OR I`N°i'E~ IvTO 0LACE,
Q.....
4'
21°
6'
23"
a'
26"
€x SOI #S 0i*" It3 .... i S� n€ a �F O3R r10 C.,E IV �3A ' i C.a91',' . ,?
28-
12'
30"
r, � %sWsa=ys.OR aF`0N't•.'ATL..a�312?>:?iFIEGINTO i•'F_k(,E.
}
3�`(Sk1»
Iii)
18`
39"
i t�I��i�
NOTES:. .;
._._ _iiT AFI_r;
4a"
30'
56"
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE. WITH ASTM D2321, "STANDARD PRACTICE FOR
64„
42"
72"
UNDERGROUND fNSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS" LATESTADDITION
O
54'
88"
60'
O
2
1/4
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
3
27
46
73
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES
30
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER
p
3 1/2
18
AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN
Il
990
9
ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
46
73
4. BEDDING: SUITABLE MATERIAL. SHALL BE B -BORROW, #53 STONE, OR #8 STONE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
1 36
15 1/2
12
MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4' (100mm)
CnC
2
3/4
FORA' -24' (100rnm-600mm); fi' (150mm) FOR 30'-60" (750n n-900mm).
->T
35
38
S. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE B -BORROW, #53 STONE, OR #8 STONE IN THE PIPE ZONE EXTENDING NOT LESS THAN 6"
U
42
ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL
13
4
24
BE INSTALLED AS REQUIRED IN ASTM 02321, LATEST EDITION,
N
1520
9 1/2
43 1/2
30
73
8:, MINIMUM COVER MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12` FROM THE TOP OF PIPE TO
48
16 11/16
14
GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H. IS 12-
_j
3
1/4
UP TO 48' DIAMETER PIPE AND 24' OF COVER FOR 54'x" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT
00
48
25
OR TO TOP OF RIGID PAVEMENT.
PIPEDIAM. MIN.TRENCHWIDTH
4'
21°
6'
23"
a'
26"
10'
28-
12'
30"
15"
34"
18`
39"
24'
4a"
30'
56"
36.
64„
42"
72"
48'
80"
54'
88"
60'
96"
DIA.
N
WALL
WT. SEC.
A
B
C
U)
D
E
R-1
R-2
SKIRT
12
2
Z =
530
4
24
48
7/8
72
7/8
24
10 1/16
9
3 1/2
15
2
1/4
740
6
27
46
73
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES
30
12 1/2
11
3 1/2
18
2
1/2
990
9
27
46
73
1 36
15 1/2
12
4
21
2
3/4
1280
9
35
38
73
42
16 1/8
13
4
24
3
1520
9 1/2
43 1/2
30
73
1/2
48
16 11/16
14
4 1/2
27
3
1/4
1930
10 1/2
48
25
1/2
73
1/2
_374—
54
17 3/4
14 1/2
4 1/2
30
3
1/2
2190
12
54
19
3/4
73
60
18 5/16
15
5
33
3
3/4
3150
13 1/2
58 1/2
39
1/4
97
3/4
66
23 3/4
17 1/2
5 1/2
36
4
4100
15
63
34
3/4
97
3/4
72
24 1/16
20
5 1/2
42
4
1/2
5380
21
63
35
98
78
27 1/4
22
5 1/2
48
5
6550
24
72
26
98
84
28 1/8
22
5 3/4
54
5
1/2
8040
27 1
65
35
100
90
32 7/8
24
6 1/4
60
6
8750
30
60
39
99
96
36 3/4
24
6 3/4
66
6
1/2
10630
24
78
21
99
102
35 11/16
24
7 1/4
72
7
12520
34
78
21
99
108
1 38 5/8
24
7 3/4
78
17
1/2
14430
24
78
21
99
114
1 41 15 16
24
8 1/2-
284
84
8
16350
1 24
78
121
1 99
1 120
1 44 13116
24
9
00 MINIMUM RECOMMENDED COVER BASED ON LOADING CONDITIONS _..—_.._ ... _...—._._.._ —._—.._....___ __ --_ __--__— —__
N
*TOLERANCE 1t
V Y
V
SURFACE LIVE LOADING CONDITION
F_
U)
O
�
CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED
CONCRETE
J
-
Q
Z =
W
a
HEAVY CONSTRUCTION
I -o
W U)Q
F.. LU
Z
U o _Zz
O_
A.S.T.M. DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
W O w
00 MINIMUM RECOMMENDED COVER BASED ON LOADING CONDITIONS _..—_.._ ... _...—._._.._ —._—.._....___ __ --_ __--__— —__
*TOLERANCE 1t
V Y
V
SURFACE LIVE LOADING CONDITION
NOTES:
� Q
W Q d U
CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED
CONCRETE
O
PIPE, A.S.T.M. DESIGNATION C-76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS).
�.
HEAVY CONSTRUCTION
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE,
J O
PIPE DIAM.
A.S.T.M. DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER
OF STEEL IN THE "C" PORTION.
0/
O
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES
C-76.
ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR.
12' qS
Y
(n
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION
a
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
APPROXIMATELY 10'-0 IN LENGTH.
54. - eQ'
24' so•
00 MINIMUM RECOMMENDED COVER BASED ON LOADING CONDITIONS _..—_.._ ... _...—._._.._ —._—.._....___ __ --_ __--__— —__
omotADs,IHG VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL ICOVER REv SHLL I NU.
DEacwTION BY MAVDw" CHIC'D.
CIO AWANCB7 DRAINAGE SYSTEMS, INC. ('ADS') HAS PREPARED THIS DETAIL BASED ON INFORMATION PRDVpXD TO ADS. THIS DRAWING IS CKS
+' INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS
TYPICAL TR73E=ICH 1610 TRUFMAN BLVD — 5Q=HBBI
C PROJECT, NOR HAS ADS INDEPENDENTLYVERIFI@INSUPPLIED. E IN SUPD. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL
RECOMMENDANS AND ARE N CONSTRUCTIONN.. RISTHEDESIGNENGNEERSR SEPONSIBILITYTOENSURETHEDETNLLSPiOVIDEDFEREINSE DETAILS PROR TO DS
hEET$OREXCEETHE D6TAI4 Htt1WID,OHDA3630
APPLICABLE NATIONAL, STATE. OR LOCAL REQUIREMENTS /WD 7C ENSURE T"AT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS IM„ 11116 TWD C604
U PROJECT; DRATrAhIG NUMBER:. STD. NTa PRECAST CONCRETE END SECTION
1!)i MOd '1OF1
1-11
�,......._ �� .�_.:,...— NO SCALE
w
0
SURFACE LIVE LOADING CONDITION
VARTARONS IN DIMENSIONS — THE THICKNESS OF THE CONCRETE. THE POSITION OF STEEL. AND THE INTERNAL
DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE
HEAVY CONSTRUCTION
PIPE DIAM.
H-25
(75T AXLE LOAD) •
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION
0/
C-76.
12• . 48'
12' qS
Y
(n
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
54. - eQ'
24' so•
omotADs,IHG VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL ICOVER REv SHLL I NU.
DEacwTION BY MAVDw" CHIC'D.
CIO AWANCB7 DRAINAGE SYSTEMS, INC. ('ADS') HAS PREPARED THIS DETAIL BASED ON INFORMATION PRDVpXD TO ADS. THIS DRAWING IS CKS
+' INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS
TYPICAL TR73E=ICH 1610 TRUFMAN BLVD — 5Q=HBBI
C PROJECT, NOR HAS ADS INDEPENDENTLYVERIFI@INSUPPLIED. E IN SUPD. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL
RECOMMENDANS AND ARE N CONSTRUCTIONN.. RISTHEDESIGNENGNEERSR SEPONSIBILITYTOENSURETHEDETNLLSPiOVIDEDFEREINSE DETAILS PROR TO DS
hEET$OREXCEETHE D6TAI4 Htt1WID,OHDA3630
APPLICABLE NATIONAL, STATE. OR LOCAL REQUIREMENTS /WD 7C ENSURE T"AT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS IM„ 11116 TWD C604
U PROJECT; DRATrAhIG NUMBER:. STD. NTa PRECAST CONCRETE END SECTION
1!)i MOd '1OF1
1-11
�,......._ �� .�_.:,...— NO SCALE
w
0