HomeMy WebLinkAbout045-97. DetailsPi�t date� 04/1%/G7 at 15�53
"Holey Moley" says, ��
"DON'T DIG B�IND"
Coll Monday Ihrough Friday-7 AM to 6 PM
1-800 1-800
382-5544 428-5200
Within Indiana OutsiEe Ind�iono
PER INDIANA STATE LAW IS-69-1991, IT IS
AGAINST THE LAW T� EXCAVATE WITH�UT
N�TIFYING THE UNDERGR�uND L�CATI❑N SERvICE
TW❑ C2) WORKING DAYS BEF�RE COMMENCING WORK.
NG fE5
E%PANSION JOINTS ARI: FtOUIF�ED AT STORM INLEiS
CONTRACIl01v dOiNTS SHOULD ifE iNSTALIE� A� 10' SF'ACiNGS.
>PnCinG Sh�k� BE 5' aN CuRVE R�011.
�'ONiRACT10h JqNTS SMALL BE TOOLEO Ofi SANN IN
CbNTINU0U5LY POVREO CU(iB5 i0 A DEPTH Of 7/2' MiN.
TOPSOIL-� ^/ r�
z
o�
o � J�
v
� P � -
�n
a � Q � o � Q �
-I I I =I�=I II-III-II I- I I=I Il-I SUBGRADE AGGREGATE
��Illi� '�iiilllii�fll�TllliT�� iii�ii�� I DEP7H v,aRiEs
�
��
0
BACKFILL -
C�:�NCRETE f�U�L CURB �c GU TTER SECTION
v TYPE 1 � (NO SCALE)
7'(min)
1"-H.A.0 SURFACE
3"-H A.C. BINDER
5"-p53 STONE
4"-p2 STONE
wmrn�,i�v vnnivv�..i� SUBGRADE
�� SPHAL T PA VING Sl- C TION
(NO SCALE)
50' RIGHT-OF-WAY
10' 30' (26' CUL-DE-SAC) 1��
15' 15'
2� LOCAT�UN OF z� SL9P� 4 1'(min)
'I PROFILt- GRADE 1�4'/FT.
�.EVE� uNE -F--
I CROWN 1 4"/FT � �+��w��
� CONC. WALK
i"-HA.C. SURFACE
CONC ROLL CURB
3"-H.A.C. BINDER
5"-p53 STONE
4"-q2 STONE
�YPICAL SECTION—LOCAL STREET
(NO SCALE)
- � �
1/2" PERFORMEO JOINT FiLLER
�------.- _�
�
TRANSVERSE JOINT ~
z
N o
�
�
Z O
O
� N
w Z
N a
a
� x
w w
>
N
Z w
< W
�" 3
Z w
W m
� x
0
m E
b
c� TRANSVERSE JOINT °
- co
v
" PERFORMED JOINT FILLER
� �_
a o c�� �
��67 � � 4" CONCRETE
y� �
� �-
-� I 1=1 I I-1 I 1.-I I i I I I=1 I 1= I I 1=1 I 1=1 I I I I I, ; I I 1=
�PREPARED SUBGRADE
TYPICAL SIDEWA�K SECTION
(NO SCALE)
.. , _ _ _. ._. _ . .....i �� . . . , r. r- � \ ',1 [ry `. 4 C] ..ra. G S'�. \ /' ,��, �.I _.. G. ["� T `. :� �✓. -�, f �.., �._ T
STA6ILIZATION JAN. FE8 MAR APR MAY JUNE JULY AUG SEPT OCT NOV. DEC.
PRACTICE
PERMANENT A '////I////' *�I��
SEEDING
DORMANT B � B �
SEEDING �� ��
TEMPORARY �� '////I////`�
SEEDING
SODDING F** ������I�/������
MULCHING
G ^
A= KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 40 L8S/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 �BS!ACRE.
8= KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 L8S/ACRE;
P WS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS!ACRE.
C= SPRING OATS 3 BUSHEL/ACRE.
D= wHEAT OR RYE 2 BUSHEL/ACRE.
E= ANNUAL RYEGRA55 40 LBS/ACRE.
F = SOD
G= STRAW MULCH 2 TONS/ACRE.
�/I/r IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER
"• IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
SEASONA� 501� PROTECTION CH��RT
(NO SCALE)
�__0 D. + t' 3.0'
I—I I I—I NOrE: ON TAPS r0 ANGLE VALL'£
I I I I I I LINES SMALLER THAN pROT£CTED o
I—I I I—I4° DIAM. £ITHER A WIrH PLA571C
7APPE0 7EE OR A WRAP
-I I I I I I-PlPE SADOLE SHALL -
I—I I — BE USED
�IIIII IIII 2
>
-III II! � �
O
I��� I I COCK RP I I I I �
I I I I I ( 1 _��� COPPER SfR NCE �
�=� , O � �-
-III � III
I I I I, -, -,-I I I I i I-
PIPE TO BE SUPPORTED ALONG ENTIRE
LENGTH - EXCAVATE FOR EACH JOINT
w� TE;� sER ��cE iNS r���� Tio��
(NO SCALE)
COVERS SEALED
IN PLACE
_� NOTE:
BE�L
PROV
TRENi
THAT
PROP
THRO
USE 6" PVC PiPE
UNLESS OTHERWISE
SPECiFIED
9,�
�O
+
LONG RADIUS CURVE
i%e" % �� FT�
ISOMETRIC
PLAN
TYPICAL HDUSE CONNECTION
TO M/� !N SA Nl TA R Y SE NE R
(NO SC,4LE)
S`�PE �/4"/�Fr 7C. ELEVATION
.� NEENAN R-3501-N
�xs.� s roNE
� ;.�-MONOLITMiC OR
�, 2" wFEP HOLES '` PRECAST CONCRETE
CONSTRUCTION
'�r BLOCK OR '\ �{`2 STONE
I, CONC WALLS
�` � r
V X-����;'� 26 1 2" D;a. `� ��� �Ill�i
�. ,- `,:I_� i
Q� I I I ��. ,� 4 3/4° (fyp )
� -I ��r' �r�, I-I I I� .
�-����,� ��
I II I II `'' i BR.MAPE S/ZE
� III-1:•
- � r r
' � � � � � w r 8„
., � .._�.
J' S0.' CONC. BASE —'i
(1) LINE OJ76" PIPE MESH W.W.F
CURB lNL E T
(NO SCALE)
PRECAST CONCRETE ADJUSTER
RINGS 4" MiN -'2" MAX
32
16"
32"
OR
48"
�
�
0
�
a
�NEENAH R-1370 OR EQUAL
�--KENT SEAL
t/2" PLASTER
8" �
\ TAPERED CONE SECTION
��_q�� 1 LINE OF .24"
8„
8�• NOTE: MANHOLE SHALL CONFORM
I I TO ASTM C-478 JOINTS SHALL
CONFORM TO ASTM C-443.
1'-4"
1'-4" i
�w
� C.I. M.H. STEPS
� tai NEENAH R-1980-C 0-RING GASKET
� � OR EQUAL
qg" � z �- BUTYL RUBBER COATING
o ? 4' DIAMETER
ou � FILL W1TH CONCRETE
� . ��
I O- �/ ` , 8j UFTING RING
GROUT I , � I RECAST ONLY
8 -- ' = y POURED IN PLACE
(j4 BARS-12" O.C. BOTH WAYS I OR PRECAST
�
6�
NOTE: BEDDING FOR MANHOLE SHALL
BE A MINIMUM OF:
6"-�8 STONE BASE ON
6"-�2 STONE BASE
� TANDARD MANHO�E DETAI�
(NO SCALE)
6" (min) shall be increosed
to 12" if remoining backfill
moterial contains lorger perticles
II Moterial (ASTM D-3221 -74
6>1.2) Comp. to 85% STD.
toer density, or CL III Ma:erial
fM D-2321-74 SEC. 6.1.3) Comp.
i0i STD proctor density.
CL, I Mal:erial (ASTM D-2321-
74, SEC. 6.1.1) jf4 stone comp.
in accordance with ASTM D-
D/6(min) 2321-74 SEC, 91.1.
D /8, 4"( m in )
�-i' I;,I I I-I I I-1 I I-I I I I I �= I I I=1 I 1=� � �_
-�'_�- Work sufficient material under spring
line to provide adequate side support.
TYPICA� BEDDING SECTlO%J
FOR P VC SE INER PIPE
PER ASTM D-2321-74 (NO SCALE)
PLAN VIEW
C
STRAW BALES BURIED 3"
STORM BEEHIVE
3'-y4 REBAR STAKE
2'X6" SILT TRAP
TYPICAL SLOTTED RISER
(CAN BE USED INSTEAD
OF STRAW BALES)
�TYPICAL SLOTTED RISER
OFASTRAW BALES) TEAD
STORM BEENNE
� 3'-#4 REBAR STAKE
STRAW BALES BURIED 3"
c2'X6" SILT TRAP
n__ T 1 r'—
sEC rioN urEw
� TRA W BA L E PL A CEMEN T
FOR EROSlO�I CON TROL
(NO SCALE)
���
.
V
I�
� 3 'll� .�
O� ° �
❑ � �O�DQ4
��OQ��O �
�\ � O�
R-2561 OR EQUAL
r.c. E�EV. � —I I I
�=I I �_� I I=
2" WfEP NOLES �
�O ' �,y2 STONE
- CONC. WALLS ,
1�
__ _ ,_� _. .'� I I �—I � .
� I Q -) :. 1: �_� I i-I i
� � � ( � I ,� . �� I 4 3/4" (t� )
'�" -II�I.r, �'r I-III�.
r , I
✓AR PiPE 5- pE I I-� ', ,� I VAR. PIPE SIZE
18� MAX. r I I I � 18` MAX.
1 ���_�:. : • �
_ , .� � � �-
'� � � ' � ' �• r . .
,� � r. .�� —.� � � �.,
�
4'-0" SQ. CONC. BASE --{
(1) LINE 0. f 16" P/PE MESH W W F.
� A R TH Dl TCH lNL E T
(NO SCALE)
3500 P.S.I,
#4 RE—BAR WELDED TO
M.E.S. W/ 4" OPENINGS
FOR DEBRIS/ANIMA� GUARD.
SPEC/A L END SEC. DE TA l� lN/DEBR/S/A NIMA L GUA RD
(NO SCALE)
EROSION CONTROL:
A TEMPORARY SEEDING MIXTURE IN 7HE AREAS WHERE STRIPPING
OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION
PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE
SEEDED AS FOLLOWS: I
A. SWALE SEEDING: SEED AND FERTIL2E WITHIN CONSTRUCTION
LIMITS WITH 5�/ACRE "REDTOP GRASS", 20�//ACRE "RYE '��'
GRASS", 20#/ACRE "BLUEGRASS", 25�J/ACRE °FESCUE" AND
60D�J/ACRE 12-12-12 FERTIUZER.
B. CUT/FILL SEEOING (ALONG PAVED AREAS): SEED AND FERTILIZE
W1TH 25�//ACRE "FESCUE", 20p/ACRE "RYE GRASS", 15p/ACRE
"BLUEGRASS" AND 600j//ACRE 12-12-12 FERTILIZER.
C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR
EROSION AND SILT CONTROL MULCH MAY BE STRAW, SHREDDEO
HARDWOOD OR EROSION CONTROL MAT.
D. DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION
CONTROL MAY BE HYOROSEEDED IN ACCORDANCE WITH ABOVE SEED
AND FERTILIZER SPECIFICATIONS.
�EROSION CONTROL SEEDING LIMITS EROSION CONTROL SEEOING LIti117S
A A VARIABLE _
VA V I J
, i �� �- GRADE AS SHOWN !
-I I I—I ( I, i � I I i 3 1 SIOPE ON OP� 5 � i—I I I—
_� I I=I I I— I � 3' � 5� I I I—I I I-� �'
-Ill�lilll— II���III—���
—I I I
DRAINAGE SWALE SEC%lON
(NO SCALE)
- . _ _ 1� I �
i �
i
- �-
_
� �� I - II-I =��i
CONCRETE THRUST BLOCKING
CONCRETE TO BE POURED BETWEEN PIPE & FIRM
FACE OF TRENCH AT ALL TEES BEN�S & PLUGS
T YP/CAL THRUS T BL OCKING
(NO SCALE)
Contraction Joint (typ.)
� �� � � .L � . % - _ '-� A.
� � '��._ -�i
Place ezpansion jaint ot back SECTION C-C
of curb line or at sidewalk
line.
Povement Ramp Sidewalk
Side slopes varies
uniformly to o maximum of
4"/ft. of gutter line.
. r , .. . ' ' � - •: • .
� > � �
�.�,,.,.,�,,.,�� Slope t"/ft. ' - _ !_ _' •.� - .
' 4�.
SECTION A-A
S/DEWALK RAMP FOR HANDICAPPEC
(NO SCALE)
a PIPE ARCH DIMENSIONS SLOPE
a DIMEN. G.A. A B H L W(APP.) BODY
� SPAN RISE 1't MAX. 1.5t 2t
18 11 16 7 9 6 19 30 2.5 1 PC.
°z 22 13 16 7 10 6 23 36 2.5 1 PC.
w 25 16 16 8 12 6 28 42 2.5 1 PC.
29 18 16 9 14 6 32 48 2.5 1 PC.
36 22 14 10 16 6 39 60 2.5 1 PC.
43 27 14 12 18 8 46 75 2.5 1 PC.
PLAN REINFORCED 4 �6 10 13 6 41 48 2.5 1 PC.
EDGE � 4 � 2 16 S 51 60 2.5 1 PC.
14 14 1 g 9 60 72 2.5 1 PC.
NOTES:
END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM
TO ALL APPLICABLE REZUIREMENTS AS SE7 OUT IN THE
� STANDARD SPECIFICATIONS.
IF A�LUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM
ALLOY END SECTIONS SHALL AL50 8E USED AND ALL COMPO-
TOE P�ATE 12" C TO C 2 H� NENT PARTS SHALL BE ALUMINUM ALLOY AS SET OUT IN THE
ANCHOR (, STANDARD SPECIfICAT1bNS.
i W+A I MULTIPLE PANEL BODIES SH/A�L HAVE LAP SEAMS WHICH SHALL
3' FI � END BHETTOE PLA�ENA�NCHOR SHALL�BE CONSTRUCTDED�ORTSO GAGELTS.
1
4� � F��� SLOPES`�Pf GALVANIZED STEEL AND BE REQUIRED ON ALL STEEL PIPE END
SECTIONS. IT SHALL BE MATCHED-PUNCHED TO FI7 HOLES IN
i 2 ��2 SKIRT LIP AND SUPPLIED LOOSE COMPLETE WITH 3/8" DIA.
I � � GALVANIZ�D BOLTS COST THEREOF SHALL BE INCLUDED IN THE
CONTRAC7 UNIT PRICE PER EACH FOR "PIPE ENO SECTION'
I WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT
I PIPE IS USED A"PIPE END SECTION" COMPARABLE TO
THAT AS SHOWN FOR ME7AL OR CONCRETE SHALL BE
COMPUTED LENGTH AND END SECTION 2+ FURNISHED AND SHALL 8E AS APPROVED BY THE ENGINEER
i�n r� ENO SECTIONS WILL BE PAID FOR AT 7HE CONTRAC7 UNIT
PAY LENGTH OF CULVER7 LENGTH (L) . � M PRICE EACH F(7R "PIPE END SECTiON" COMPLETE IN PLACE
S/DE �"R � � AND ACCEPTED
PIMPLED CONNf�CTION BAND MAY BE USED TO CONNECT PIPE
END SECTION TO HELICALLY CORRUGATED PIPE
SPEC/F/CA T/ONS FOR HOOK BOL T AND NU T
2��4.
5"
Zi�2. HOOK BOLT MATERIAL $HALL MEEf THE CURRENT A.S.T.M. A-307. THREADS
CUT- SHALL BE A�AERICAN STANDARD COARSE THREAD SERIES, CLASS II FREE FIT,
WASHE BOLTS SHALL BE GALVANIZED TO MEET CURRENT A.S.T.M. SPECIFICATION A-157.
r� a, THE THREADED PORTION SHALL NOT PREVENT TURNING THE NUT BY HAND.
I� NUT AND WASHERS S�!A!'_ 8E CARBON STEEL HOT DIP GALVANIZED TO MEET
Lr R=9/16t3/I6' � A.S.T.M. SPECIFICATION ,4-153 NUT THREADS SHALL BE AMERICAN STANOARD
COARSE THREAD SERIES (1/64 MqXIMUM OVERS�ZE). CLEANED AFTER GALVANI2-
L��t6• ING TO PROVIDE A FREE RUNNtNG FIT ON THE CLA55 II BOIT. NUTS SHALL BE
1 1/4" ACROSS FLATS, 13/16" THICK, CURVE CROWNE� TO APPROX. t" RADIUS.
� 3/4" Q1 BAR �
METAL EIVD SEC TION
(NO SCALE)
�
( �—� � 1= I I
EARTH
r,'ote:
'Nhen Hydronts Are Set In
The Spoce Between The 3" max
Curb & The Sidewalk Or
Between The Sidewalk &
The Abutting Property,
No Portion Of The
Hydront Shall Project
Over The Sidewolk. If
The Hydrant Is Installed
Behind The Curb, The Hydrant
Is To Be Installed With A
Steamer Cap At A Minimum
Of 6" Behind The Curb.
Varies Width Varies�
4' Min. �i
�_ _
SECTION E�-B
Install Conc. ,.,,......
Block. Pour Against
Undisturbed Eorth.
Full Width Of Trench
#7 AGGREGATE
6" SUBSURFACE
DRAIN
2'-0"
c
�
b
N
CONCRETE CURB
PtPE MATERIAL
SHALL MEET GENERALINDUSTRY
STANDARD FOR CLAY, CONCRETE,
CORRUGATED METAL, PLASTIC,
OR DOT APPROVED EQUAL OPEN
JOINT OR PERFORATED
SUBSURF� CE CR�I lN DETAIL
(NO SCALE)
�5" {y107 Mueller
Hydront w/ 6" set
Jet tlbow Un Solitl
Earth, Broken stone
Or Well Tampered G�avel
- Gate Valve
F/RE H YDRAN T ll�ISTALLA TION
(NO SCALE)
ALLAN H. WEIHE—RE-G P. E. —lN �8827
ound Line
iter Main
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