HomeMy WebLinkAbout06050005.12GREATER THAN 5' MIN. 6" TOPSOIL TO �B
24"
GREATER THAN 5' IN. 6" TOPSOIL TO ENSURE GRASS GROWTH
ENSURE GRASS GROWTH
PAV EMENT SECTION
6„ 2' -0„ 6;, A
--------
IIEII�IIF
11 ,,,II�IIII II�llli� A
111- MIN. 1.25 Bc + 12 III =11�' 6" 24" 6" OUTLET PIPE _
ICI II�II�II�II - - FOR <. 42" DIA... �I��
- III -11 III- II�II� -III =,III- _II - a OUfiLET
III MIN. 1.25 Bc + 24" {III REGULAR "•' ° PIPE n
II�II�II ..... MIN. 1.25 Bc + 12 F PAVEMENT, R - _III
- = BACKFILL -
EDGE OF PAVEMENT, CURB, II REGULAR IN THE PUBLIC - - Y = - - - - --
EDGE AV _
II GUTTER OR SIMILAR STRUCTURE 42" DIA III ° - . II III � •
�III II- RIGHT OF WA I{II
GUTTER OR SIMILAR STRUCTURE ° ,
I_:,c„ . r BACKFILL I -II ;. *, •, IIEII •.d. °. °
IN THE PUBLIC RIGHT -OF -WAY "B" BORROW OR EQUIV.
GRANULAR MATERIAL 12" (MIN.) III II IIB z SEE PLANS FOR
. . -
_l :; III CASTING TYPE io ° °
COMPACTED TO 85% -
12' (MIN.) STANDARD PROCTOR I II •.'a ll�ll
-II III o •' ° ;, (12" ASSRP)
DENSITY SPRINGLINE I II . Q . ' I X11 N 24" B
�LI_II .. II
6., NON- CORROSIVE
"B" BORROW OR EQUIV. _ II
6 �
#8 CRUSHED STONE OR #8 WASHED GRAVEL OR =
Ir
APPROVED EQUIV. CLASS 1 GRANULAR MATERIAL ' -II
�F I ; SEE PLANS FOR
BEDDING MATERIAL HAND COMPACTED TO 90% !� II IIITI 1 /2 Bc APPROVED EQUIVALENT I III •. d: CASTING TYPE HINGED TRASH
TAMPED AND WALKED INTO _111 E I -- STANDARD PROCTOR (INDOT STD. SPECS.) 111
GUARD
I -III . I I All w 6"
III -II 8c III 4° " • III - Z `
PLACE I I: DENSITY _ _ 11 =1 II ? -
-I =1 I I -III - _
Bc ..:.:.:... = 4„ um, I� I I III Q 24.,
I I �I I - III -I I I I I l i ,l 11 _= 11X11 11 v >
al�Ii� LEGEND •II ' P�r 6„ 24„ -11,
DEPTH OF BEDDING I III VIII -III -1 1 _
II II I11� 11 -11
MATERIAL BELOW PIPE Bc = OUTSIDE DIAMETER SHAPED BOTTOM NON- CORROSIVE
LEGEND NOTE:
D (d) MIN. ALL BEDDING AND INITIAL BACKFILL 4" 4" i
Bc = OUTSIDE DIAMETER NOTE: SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER MIN. MIN. HINGED TRASH
d• _,.- _ GUARD
D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL 27" & SMALLER 3" TO 12" BALANCED LIFTS • ' ``'
SHALL BE INSTALLED IN 6' d = DEPTH OF BEDDING
d = DEPTH OF BEDDING TO 12" BALANCED LIFTS 30" TO 60" 4" MINIMUM 9" CLEARANCE EACH SIDE MATERIAL BELOW PIPE NOTE: 831.97 831.97
MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE OF PIPE FOR 42" DIA. AND LESS UNDERDRAIN E I PLACED 6" CONC. PRECAST OR ' ' ¢ _
®0.5% SLOPE MINIMUM NOTE: POURED IN PLACE k • a
SHALL BE PROVIDED ON EACH 66" & LARGER 6 MINIMUM 12" CLEARANCE EACH SIDE
SIDE OF THE INSTALLED P a. °' I•
OF PIPE LARGER THAN 42" DIA. PIPE UNDERDRAIN AT STRUCTURES INLET TYPE "A" TYPICAL
C ) � Is
(TYPICAL INSTALLATIONS) (12" TO 18" PIPES) NOTE: 6" CONC. PRECAST OR ° i` ' 12" ASSRP
PLASTIC PIPE (PVC & HDPE) CORRUGATED METAL PIPE (CMP) NO SCALE
DETAIL NO SCALE POURED IN PLACE r�i 24" M
TRENCH TRENCH DETAIL
s» " 5.5" CIRCULAR r '
FROM EDGE OF PAVEMENT INLET TYPE J 5.5"
(GREATER THAN 5 RO ) (GREATER THAN 5 FROM EDGE OF PAVEMENT)
OPENING •' '
N
» NO SCALE i•
NO SCALE NO SCALE A 1 2 "L" 826.00 _ .
70
826.00
i ..
5' OR LESS [MIN, 6" TOPSOIL TO 5' OR LESS MIN. 6" TOPSOIL TO
ENSURE GRASS GROWTH ``' CONTROL JOINT 00 • °
ENSURE GRASS GROWTH (TYPICAL) a.
IF NOT UNDER PAVEMENT �- IF NOT UNDER PAVEMENT v
• INV. 825.95
�d z ° . 5 REBAR
^ - - - -- - - - -- ---- 1�1�11 =111 °•• ..a,.`° •�T....- .-., -.
ICI- Il�li� •: °. TYPICAL) SECTION A -A SECTION B -B
111 -1 P.
° -11 II _il _11 II MIN. 1.25 Bc + 12" - ".
6•• iv ;N.
d ° • • - . A NOTE: CONCRETE SHALL BE PRECAST
IIII�II MIN. 125 Bc + 12 " ::.: 11 - FOR < 42" DIA. 1 -Ilr " • CLASS "A" CONCRETE REQ'D.' a OR POURED -IN -PLACE
n= 11-11 I -11F EDGE OF PAVEMENT, CURB, =111 = III= STRUCTURE WALL (TYF.) - -- - _ __- SEE PLANS FOR (CLASS A CONCRETE)
EDGE OF PAVEMENT, CURB,II� III =III MIN. 1.25 Bc + 24" {�1=' „d. • . - - CASTING TYPE
III, III: III i.' GUTTER OR SIMILAR STRUCTURE - �, _ '� C E)
GUTTER OR SIMILAR STRUCTURE CII IN THE PUBLIC RIGHT -OF -WAY {II FOR > 42" DIA. ,
IN THE PUBLIC RIGHT -OF -WAY - -- - - -- _ - - - -- -- - - - -- SPECIAL INLET (STIR #6 )
.; �. °, ,4 .: .° T TYPE S 7
_. NO SCALE
12" (MIN.) _
A
' "B" BORROW OR EQUIV � "4 BARS
"B" BORROW OR EQUIV. #8 CRUSHED STONE OR 5' LENGTH °
GRANULAR MATERIAL APPROVED EQUIV. CLASS I GRANULAR MATERIAL
COMPACTED TO 95% _ BEDDING MATERIAL HAND COMPACTED TO 95% III= »A»
STANDARD PROCTOR _� TAMPED AND WALKED INTO STANDARD PROCTOR -1� 1 IIIG
DENSITY I PLACE DENSITY
= III 11111. IIIII SEE PLANS FOR
I
l.� ,.. �... ,._.. .. I: 'II -III CASTING TYPE
-11I .:.. - -III Bc ::. ,: IIG ----------------- - - - - -- 4 "ASSRP
- III = Bc .: ::._,: -III: 4" = LI_ --II :. 11 =1 d KORBAND 8
)III I=II =- _ - 6,. 6" 18" END CAP
_ - DEPTH OF BEDDING =111 I ,_, ^�_ =::... - - - - -- TY .
II II II II II�T�II �II�II II -1� -III � '�II ...n ILL Iii LEGEND �,. f.. •Y_..,_ -:. - - - - -- - - - - - -- (TYP.) (TYP.) I
LEGEND III =III= MATERIAL BELOW PIPE tia ���. -. �•- PROVIDE BLOCKING TO -
rv'c` y CENTER PIPE IN OPENING 6 "MIN. #5 REBAR
Bc = OUTSIDE DIAMETER NOTE: D (d) MIN. NOTE: Bc = OUTSIDE DIAMETER - �•r. ,.., - --;.* 3"
ALL BEDDING AND INITIAL BACKFILL (TYP•) 6' MINIMUM OR
DIAMETER ALL BEDDING AND INITIAL BACKFILL 27" & SMALLER 3" SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER _ _ FULL DEPTH OF
D INSIDE D SHALL BE INSTALLED IN 6 L•�^''� �}^ }� + TO BE USED WHEN CLEARANCE (TYP.) •. CASTING
S 12" BALANCED LIFTS TO 12" BALANCED LIFTS
d = DEPTH OF BEDDING 30" TO 60" 4" d = DEPTH OF BEDDING VARIES N BETWEEN PIPES IS 12" OR LESS,
MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE MINIMUM 9" CLEARANCE EACH SIDE MATERIAL BELOW PIPE PIPE CLAMP OR WHERE NOTED ON DRAWING.
66" & LARGER 6" OF PIPE FOR 42" DIA. AND LESS 305 STAINLESS OUTLET ASSRP
SHALL BE PROVIDED ON EACH OUTLET PIPE
F THE INSTALLED PIPE STEEL #4 BARS ---# °'� SEE PLANS FOR
SIDE 0 MINIMUM 12" CLEARANCE EACH SIDE
OF PIPE LARGER THAN 42" DIA. (nP) 2 "TYP. : • STRUCTURE TYPE 14" ORIFICE
FLEXIBLE CONNECTOR < IN END CAP
PLASTIC PIPE (PVC & HDPE) NOR -N -SEAL ASSEMBLY SECTION A - A _
TRENCH DETAIL N0. 5206 -48 OR EQUAL NOTE: SEE PLANS FOR COLLAR LOCATIONS
CORRUGATED METAL PIPE (CMP)
(WITHIN 5- FROM EDGE OF PAVEMENT) TRENCH DETAIL KOR -N -SEAL DETAIL
PIPE CROSSING ENCASEMENT DETAIL
NO SCALE (WITHIN 5- FROM EDGE OF PAVEMENT) No SCALE NO SCALE CONCRETE MANHOLE COLLAR
NO SCALE NO SCALE SECTION A -A
- a
CONTROL JOINT 84" ASSRP PIPE
(TYPICAL) UNDERGROUND A
DETENTION
SEE PLANS FOR PRECAST CONCRETE ADJUSTER RING
TYPE OF CASTING IF NEEDED, (4 MAX.) a - °
" y�' .� 5 REBAR SYSTEM
TYP I CAL)
ASPHALTIC MASTIC OR BUTYL ECCENTRIC CONE OR
RUBBER SEAL BETWEEN JOINTS - .
4" REDUCER CAP AS REQ'D. ADJUSTER RING REQ'D.
BY SITE CONDITIONS • SEE PLANS FOR
• 24" DIA. 1' -0" MIN. OVER - ECCENTRIC CONE OR CASTING TYPE 84" ASSRP
FULL HEIGHT MANHOLE HIGHEST PIPE °Q 4" ° Q PRECAST COVER j END CAP
STEP REQUIRED C'M _
• REDUCER CAP Z
La - - NOTE:
DIA. F • m PRECAST REINFORCED CONCRETE '
16 "o.c. a c°
MIN. 4" DIA. SUBSURFACE s • �,P 6" a _I SHALL O CONFORM TO NA..S A.S.T.M. C478
TILE 'T" STUB WHERE REQ D. ( )
T (MIN.) 6" CONC. PRECAST OR > `� - - - - - LATEST REVISIONS AND SECTION 720.
t POURED IN PLACE
PERMISSIBLE. 0 -RING GASKET BETWEEN ALL RISERS
°. CAST IRON .. SEE PLANS FOR
12" M.H. STEP AND CONE SECTIONS SHALL CONFORM
IA. " PREFORMED HOLE TO MAX. OF PIPE TO A.S.T.M. C443, PLUS 1/2" DIA. CASTING TYPE
+ 6 WITH NON- SHRINK CEMENT GROUT EXTRUDABLE GASKETS (KENT SEAL OR
12" 3" MIN. EQUAL) REQ'D. 6" 6" 18"
(TYP.) (TYP.) (TYP.) 14" OR
IN 15" ASSRP
PRECAST MANHOLE m #5 REBAR (SEE DETAI )CAP PPE ET
3" MIN. SECTION a MANHOLE BARREL SECTIONS MORE THAN PIPE
MANN, LE BASE SET BASE 8" PER SECTION (MIN.) 12' BELOW GRADE SHALL MEET REQUIREMENTS FULL DEPTH OF
ON 64 OF 2 STONE ., : - - - - a PAY
# o > OF A.S.T.M. C -76 CLASS II. REINFORCED CASTING + 6"
BENCH WALLS AT MIN. 4" 4' -0" I LENGTH EDGE
R FOOT SLOPE CO BUTYL RUBBER BASE EXTERIOR BACK 3
GROUT 1 /2 PER MIN �Q (TYP.) 1 2
REINFORCED BAR #4 12" O.C. d. _ m 0 PLASTER MATERIAL 1 /4 "f 1 /16" MIN.
8" CLASS "A" CONCRETE STEEL MESH ARE _12 in. /Ft. Ir THICKNESS FROM 6" BELOW TO 6" ABOVE
OR APPROVED EQUAL j o EACH SECTION JOINT. ' '
a _
I � I � 24" ASHCP RISER
SKIRT LIP H
MINIMUM 1/2" PER - - - - I L
THE MANHOLE CHIMNEY'S INCLUDING ALL RISER I � A
NS FOR COLLAR LOCATIONS
MANHOLE
PIPE
PIPE TURNS
BODY
SPAN
DIA. "F"
DIA. "G"
1 "t
MAX.
1 "t
96"
48"
GREATER THAN
45'
TO 90'
96
54' -66'
UP TO 60'
20
30
84"
42"
GREATER THAN
45'
TO 90'
8.4
48"
TURNS UP TO
45'
36
72"
42 -48
UP TO 45'
18
.064
72"
33 " -36"
GREATER THAN
45'
TO 90'
60"
33 " -36"
STRAIGHT THRU
20
.064
60"
24 " -33"
GREATER THAN
45'
TO 90'
60"
24"
GREATER THAN
45'
TO 90'
60"
27 " -30"
GREATER THAN
45'
TO 90'
60"
27 " -30"
TURNS UP TO
45'
.079
60"
33" -36"
TURNS UP TO
45'
75
48"
12 " -21 "
GREATER THAN
45'
TO 90'
48"
12 " -21"
TURNS UP TO
45'
FINISH GRADE
48"
24"
TURNS UP TO
45'
NOTES: FOOT SLOPE C�ALVA IZED
MANHOLE CONFORMS TO ASTM C -478 PIPE THICKNESS RINGS SHALL BE SEALED USING INFI- SHIELD NOTE. S
1 0.8E CEMENT "UNIBAND" OR APPROVED EQUAL. PRIOR TO ; STE L ��
NO BRICK OR BLOCK WILL BE ALLOWED PLACEMENT, THE TOP 4" INCHES OF THE MANHOLE I W + A
/GROUT I TOE PLATE �� UNDERGROUND DETENTION SYSTEM
IN MANHOLE CONE AND CASTING FRAME SHALL BE CLEANED �_ ,T_ _; -�, ANCHOR CONCRETE MANHOLE COLLAR AT 24 RISER OUTLET CONTROL STRUCTURE
3" MIN. COVER 5" 2 � AND PRIMED. THE UNIBAND SHALL EXTEND FROM A W A
0 -RING GASKET ASPHALTIC MASTIC rAP
OR BOLELJRUBBER SEAL BETWEEN 3 INCHES BELOW THE TOP OF THE CONE SECTION PLAN VIEW END VIEW NO SCALE NO SCALE
N ,, 6" TO 2 INCHES OVER THE FLANGE OF THE MANHOLE
STEPS REQUIRED FOR STORM CASTING FRAME. 3' /
_ F/G
SEWER OVER 4' DEEP. <" 4 , /<< S C
' F S�OpE 10' MIN.
LIFT HOOKS #4 BARS @ 6" O.C. BOTH WAYS 40P 2 1 2 HYDRANT SHALL MEET LOCAL FIRE CODES AND
1 LOCAL WATER UTILITY SPECIFICATIONS
CLASS "A" CONCRETE 6" #8 STONE BEDDING �
I N WATER MAIN
�+ O
PE "C" COMPUTED LENGTH AND END SECTION SANITARY OR STORM SEWER WATER MAIN
MANHOLE TY PAY LENGTH OF CULVERT LENGTH (L) _ "L" (MIN.) OR W.
+ AS REQUIRED BY WATER UTILITY
NO SCALE -I
I }
SIDE VIEW CONC. COLLAR IF WATER MAIN WATER MAIN
MANHOLE TYPE B
NO SCALE �i 8 ~- C -1 VALVE BIN
OXPAVED A SANITARY OR RATED PIPE I WATER
' NOTE: WHEN LATERAL SEPARATION
f I IS 10 OR GRE DER NO VERTICAL STnRM SFWFR
STANDARD HEX_ HEAD
BRASS PLUG. TOP OF
CASTING ELEV. AS 5' - Q" MAX. FINISH FLOOR
SHOWN IN PLANS.
d d.
GROUND LINE
I I I EI I III -III -I
I�I�I 11 Ir EJlf�l� r, I It =.
PDI &NSIONS
DIMENSIONS
SLOPE
APPROX.
BODY
SPAN
RISE
N.
1 "t
MAX.
1 "t
1 "t
2
17
13
.064
6 "
81 "
6
20
30
2 -7 "
1 PC.
21
15
1 .064
777'
11
6
24
36
2 -2 "
1 PC.
24
18
.064
8
12
6
28
42
2,7 "
1 PC.
28
20
.064
8
16
6
32
48
2 7 "
1 PC.
35
24
.079
10
16
6
39
60
2 17 "
1 PC.
42
29
.079
12
12
7 z "
46
75
.079
14
PIPE
T
DIMENSIONS
I HE I Ut FLAIL. HIVI.,rium SHALL DG
REQUIRED ON STEEL PIPE END SECTION. IT SHALL -3E MATCHED - PUNCHED TO FIT HOLES
BOLTS. COST
SLOPE
BODY
1 "t
J
p
1Ht
1 "t
2 t
DIA.
IN.
APPROX.
G
12
.064
67
67
6
21
24
2 7"
1 PC.
15
.064
77
8
6
26
30
2 7"
1 PC.
18
1.0641
8
8
1 6
31
36
2
1 PC.
21
1 .064
1 10
12
1 6
36
42
2 z "
1 PC.
24
.064
1 10
13
6
41
48
2 7 "
1 PC.
30
.079
112 '
12 7 "
8
51
57
27 "
2 PC.
36
.079
14
12
9
60772
2
2 PC.
Duke
REALTY CORPORATION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: 317 808 -6000
Fox 317 808 -6797
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BACKFILL REQ'D
I'
I HE I Ut FLAIL. HIVI.,rium SHALL DG
REQUIRED ON STEEL PIPE END SECTION. IT SHALL -3E MATCHED - PUNCHED TO FIT HOLES
BOLTS. COST
O
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C9
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DIMENSION "L"
(MINIMUM)
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6"
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39
16
DRIVEWAY OPENINGS
III =1
WATER MAIN RATED PIPE
FLEXIBLE COUPLING OR ADAPTER
12" X 12" X 4" NOTES: FIRE HYDRANT ASSEMBLY
CONC. COLLAR
END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS AS FLEXIBLE COUPLING OR ADAPTER
NO SCALE CONCRETE COLLAR
SET OUT IN THE STANDARD SPECIFICATIONS.
(SEE BELOW) CONCRETE COLLAR
45' ELBOW _ ............. ... _.. „. I'., At i nv ruin CCrTInnlc cunt I Al SO
BACKFILL REQ'D
I'
I HE I Ut FLAIL. HIVI.,rium SHALL DG
REQUIRED ON STEEL PIPE END SECTION. IT SHALL -3E MATCHED - PUNCHED TO FIT HOLES
BOLTS. COST
AROUND BASE 6" GATE VALVE
MAIN
LINE
DIMENSION "L"
(MINIMUM)
E INVERT
& BARREL
_
6"
35"
SHOWN IN PLANS
12
39
16
42
. ?.��•- MAIN
'I =
CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY
FORMED
CONCRETE FORMED
NO SCALE
CORRUGATEDN
10' (MIN.) 10' (MIN.) _
-
WATER MAIN SANITARY OR
11 i r -, BLOCKING
_
RSEWER LESS THAN 18" OR IN CASES STORM SEWER
END SECTION DETAIL
CONC, BLOCK °
2• STORM WHERE WATER IS BELOW
-
DRAIN
SANITARY SEWER
NO SCALE
1
II
11 EXISTING
WATER
6" HYD- BRANCH
O.D. +
FINISH FLOOR
BRASS PLUG.
CONC. PAD
NOTE: FIRE HYDRANT SHALL BE SET A
MIN. (TYP.) .) °'
3'Lx3'Wx1.5' NEENAH R -1976
MINIMUM OF 6' FROM ALL
°
II
-I II F= Ili
DRIVEWAY OPENINGS
III =1
WATER MAIN RATED PIPE
FLEXIBLE COUPLING OR ADAPTER
12" X 12" X 4" NOTES: FIRE HYDRANT ASSEMBLY
CONC. COLLAR
END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS AS FLEXIBLE COUPLING OR ADAPTER
NO SCALE CONCRETE COLLAR
SET OUT IN THE STANDARD SPECIFICATIONS.
(SEE BELOW) CONCRETE COLLAR
45' ELBOW _ ............. ... _.. „. I'., At i nv ruin CCrTInnlc cunt I Al SO
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19011
STATE OF
Wr
umber-
7///01&
C701
16 Of 17 Sheets
Duke Realty Job Number.
A/E Job Number:
58661.01
6" PIPE SANITARY BUILDING DRAIN
I HE I Ut FLAIL. HIVI.,rium SHALL DG
REQUIRED ON STEEL PIPE END SECTION. IT SHALL -3E MATCHED - PUNCHED TO FIT HOLES
BOLTS. COST
BE USED ANDAALLTCOMPONENTLPARTSrSHALLnBE ALUMINUM ALLOY ASSET_ OUT IN THE�STANDARD
SPECIFICATIONS.
MULTIPLE PANEL BODIES SHALL HAVE LAP SEAMS WHICH SHALL BE TIGHTLY JOINTED WITH 3/8"
DIAM. GALVANIZED RIVETS OR BOLTS.
nr 1 (1 rArE rrnl vnnn7P-n CTEEI AND RF
MAIN
LINE
DIMENSION "L"
(MINIMUM)
E INVERT
MINIMUM CROSSOVER & SEPARATION
REQUIREMENTS FOR WATER MAINS,
SANITARY SEWERS & STORM SEWERS
NO SCALE
IN SKIRT LIP, AND SUPPLIED LOOSE, COMPLETE WITH 3/8" DIAM. GALVANIZED
"PIPE ".
6"
35"
SHOWN IN PLANS
12
39
16
42
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19011
STATE OF
Wr
umber-
7///01&
C701
16 Of 17 Sheets
Duke Realty Job Number.
A/E Job Number:
58661.01
ELEV. AS
I HE I Ut FLAIL. HIVI.,rium SHALL DG
REQUIRED ON STEEL PIPE END SECTION. IT SHALL -3E MATCHED - PUNCHED TO FIT HOLES
BOLTS. COST
E INVERT
IN SKIRT LIP, AND SUPPLIED LOOSE, COMPLETE WITH 3/8" DIAM. GALVANIZED
"PIPE ".
SHOWN IN PLANS
THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR END SECTION
CLEAN - OUT
CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY
FORMED
CONCRETE FORMED
NO SCALE
CORRUGATEDN
BLOCKING CONCRETE '
11 i r -, BLOCKING
END SECTION DETAIL
GRADE
STANDARD HEX. HEAD SEE UTILITY PLAN
NO SCALE
1
II
11 EXISTING
WATER
FINISH FLOOR
BRASS PLUG.
I_�I +
--•r -
' �� MAIN
3'Lx3'Wx1.5' NEENAH R -1976
II
-I II F= Ili
CONC. COLLAR FRAME AND LID
FINISH GRADE
FORMED
TAPPING SLEEVE VALVE BOX
1= 111 = III =11
IG
CONCRETE _
=III= III =1
BLOCKING
-Illj
III
AREA OF CONCRETE IN CONTACT WITH UNDISTURBED EARTH.
O
°
AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING
O
TEE 8 90' 45' 221 /2' 11 1/4-
SIZE PLUG BEND BEND BEND BEND
45' ELBOW
4" 2.0 2.5 1.5 1.0 1.0
t
SANITARY SEWER
6" 4.0 5.5 3.0 1.5 1.0
GATE VALVE
BENCH SLOPE = 1 /2" PER FOOT
8" 6.5 9.0 5.0 2.5 1.5
6" PIPE
10" 10.0 14.0 7.5 4.0 2.0
12" 14.0 20.0 11.0 5.5 3.0
,
SANITARY BUILDING DRAIN
STANDARD MANHOLE BENCHES
14" 19.0 27.0 14.0 7.5 4.
16" 25.0 35.0 19.0 10.0 5.0
; ; TAPPING SLEEVE
18" 31.5 44.5 24.0 12.5 6.5
WATER SERVICE
NO SCALE
20" 38.0 54.5 29.5 15.0 7.5
i i TO BLDG. SITE
24" 55.5 78.5 42.5 22.0 11.0
I '
30" 86.5 122.0 66.0 34.0 17.0
INVERT ELEV. AS
36" 124.0 175.5 95.0 48.0 24.5
33.0
WYE SHOWN IN PLANS
42" 168.0 237.0 128.5 65.5
WATER MAIN CONNECTION DETAIL
CLEAN - OUT
TYPICAL THRUST BLOCKING DETAILS
NO SCALE
NO SCALE
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19011
STATE OF
Wr
umber-
7///01&
C701
16 Of 17 Sheets
Duke Realty Job Number.
A/E Job Number:
58661.01