HomeMy WebLinkAbout09030013 Private Golf Course - Reed Property Pg 7STR#
B
La
axis
THICKNESS
CIVIL SITE GROUP, LLC Aj
643 Massachusetts Avenue, Suite 200
Indianapolis, Indiana 46204
Ph: (317) 423 -3305 Fax: (317) 423 -3306
18" RCP
5'
30'
R, SURVEY]
ONNER STREE
12"
8"
Skirt
N
2
11
530
4
24
48i
%%IIIIIiS,,
P'GLE /SS �,i
a 41 N
o
PE10403858 F.
STATE OF
0.
i :Ai
0 0 %P UTAN (47
`SSIONALe'
i -IIIIIII�
6 a 0.4
DATE: 03/19/09
13
DWN BY: EAG
CHKD. BY: EAG
SCALE: 1" 60'
DATE: 03/16/09
2
740
6
27
46
73
30
16
1
L]
flY-PR]
12351 WE
ONSVILLE
18
i
2
990
9
27
46
73
36
19
1
PROJECT NUMBER
MSI.023
DRAWING NUMBER
Cl ONO
SHEET 7 OF 8
21
STR#
B
La
W
THICKNESS
d 50
18" RCP
5'
30'
15'
12"
8"
Skirt
N
2
11
530
4
24
48i
72i
24
13
1
SIZE OF
STONE
X OF TOTAL WEIGHT
LARGER THAN GIVEN SIZE
3K
0
2K
20
K
50
0.1K
90
ID
d (MIN)
27" SMALLER
2 1/4"
o
ro
4
66" LARGER
30"
E
Dia. +1
R -1
R -2
Skirt
N
2
11
ID
d (MIN)
27" SMALLER
3"
30" TO 60"
4
66" LARGER
6"
12/22/2006
NOTES:
RCP TRENCH DETAIL FOR rtrY STORM SEWERS
S
NO SCALE
TCT Sit CAME
FINAL
BAIV <LL
SECTION A -A
FIGURE )1 -1
Bedding and Bad Backfill Standards for Storm Sewers
RCP TRENCH
G OR T (GROOVE OUTLET END)
(TOUNGE -INLET END)
PAVEMENT gC ION WIRES
I'
I BEDDING AND HAAUNCHmc r oR ALL RCP iNSTALLATONS S1 LL E #8 STONE MEETING HE MATERIAL REOLIIR.Et ENTS O
'ICE !ROOT OT -:f, c 'SI`:s6t..:. W. PI.� l =;1) TI T r+l l 00 TYUICH. "H# AFTER ME PPE.:. I 1�4$ C' T/44.1 CAME
kir; I.J' E„ THERE R MAJNS A 4'V /ANNUM DEPTH Cf MATERIAL ELOW THE PPE DA R L OiD A. MINIMUM h F *r E.10 THE:
BELL, FOR PiPE &LES 66 Aft] LAMER, `AE MINIMUM DEPTH I, AT :MAL BELOW THE PIPE BARREL SHAIw BE 6 'r EIED II E,'€
jt{�A{y1�.I.{ BE PLACED TO I UNIFORM AS POSSIIBT.E., �y €FTy?* l PIPE. 3>u: LOOa Y PLACED F., 2A 5 tTFDC MARL ��J BER THE N
'Y.IDnI T£ W) OF 7R PI PRF TO P ACI 1Tl` :NT 4y 1* f1 IF' [7 DE RL IN M OF 4 F2�£N H Ef�£f�''I1�{ ARE
OFT aR yE LDN( TAE: STS: SHAli BE UNDERCUT TO SUCH A DEPTH THAT «HEN I :EPA RED TA iIL SINE IT 'sly.,!
PRODUCE A UNIFORM AND STABLE FOOND.AT1.* PI ONG THE ENTIRE. 1E Nx 1`H '"ar "ME PIPE. fAUN, H1 O AND INITIAL SACKFUL,
SHAHS D COMPACTED €'41 t MA.XIMUNI LFTS SO NOT LESS THAN 9O S,A IDA) PROCTIX DENSITY FM THE ENTIRE E D`s:PTI"
OF THE. MATERIAL IAt, 11„ ACID '1I::. BA rX *,,..I. SHALL L .9E PP BOIfalsIT UP EVENLY ON BOTH Sl') VI- THE PIPE FOR THE: FULL
EENC- (Yi THE: PI K. HALIN I.IIN HALL FIEND '1; THE. S Rt+l %F.IM i» p4 17 MINIMUM IMUM TE NC'H WIDTH S1AL BE T4L
OUTSIDE DIAIMETER. OF THE PIPE PLUS 1?.'•"",
2. FINAL: BACKFILL. FOR All RC INSTALLATIONS WH F 1> 1 5` OP ..E. SHPT.;. H BORROW MS STRUCTURE CKF I,I.:
T�1 ;S� N i r. r» D OW F
I r
ET1? G THE MATED /AL REOVRE MEI TS OF THE IN DOT AND SHAL€. N. CIJAPACTED111 6' MAXIMUM LIFTS TO NOT LESS
ThAN 95% STANDARD PROCTOR DENSITY FOP THE ENTIRE DEPTH OF T f MATERIAL I AC D THE BACKEIE FOR TWF
TOP I;" -Ci THE EXCAVAION BELOW THE START a THE 4400 ''I1 AK 1E PAVEMENT #IML BE STONE
P FETNC THE MATERIAL REQUIREMENTS OF THE MOOT T AND SHA.IA. BE COMPACTO TO NOT 'S THAN 95, STANDARD
PROCTOR ICT DENSITY, Mk. SACKFUL POI AEI.. RCP I STALA7 NS ERE r4a scS GREKER THAN r5 t1ALl. BE ClEAIsi
MATERIAL RIA FREE C ROCKS LARGER THAN 6 IN DAM .ATER, FROZEN LrLMN SOIL, W000 SIR OT KR Ia fFANEO
MATERIAL. COMPACTED IN 12' MAXIMUM. LIFTS TO MT LESS THAN STANDARD PROCTOR VASTY FOR THE. ENT`R%
DEPT 1 THE E*CA'MTIO, THE ANAL 6 INCHES Of 1 EXCAVATION STALL COW ST T "SOPS L.
1HL IA'41IM M COVER ERN THI TOP O rtiE: INSTAU INSTALLED PA' NEN 1£O Is't TOE IHiL INSTALLU) P P SAL UL THL
PA .MEN T :C T d. TWCKNESS. (A1:. kT IMNOU A 1) A I• :M;"OE MA E£ A ABOVE f BGKA PLUS
ileari Ni) sf CUUMS `+IIrEs SAL I:4In ti( ALO i ANY PART OF ME PIPE ROM 1s'IL ANAL PAVEMENT JL.ExArV
TO NE 1CP OE THE PIK GE.: LESS THAN 2.5 MET.
4. F EASING SU60ADE HAS 8E0 LIME IMAilE aitUfti, 'MTH D4#tow t P TO BOTTOM OF UNTREATED L :ii.511''ru
51if2IADE M:T nu_ T1: %`t TREATED EK ALE. 'M1IIr1 UNIE:. AB L M SOIL
5 THESE STANDARDS SHALL AP Y FOR STORM FE CRS kS INSTALL WITHIN CITY 5P C AND PROPOSED Ft* REGARDLESS
OF /WI:SD:CAA Crk..H STORM r IKE
6. Ali. T' d PIPE wrHiiN r.451 SiC PROPMET cry y t -IAu F 'IZENF+ s C'')N ;R5I P: F%F.` RE«:'>}kFttI, ='S
JLRSDICTIO OVER SIOHM MKS,
L A
L. FOR C i .,1, Y STORM SEWERS
500 -7
NOT TO SCALE
TO BE USED FOR REPLACEMENT OF EXISTING CULVERT BENEATH 116th
STREET. CLUVERT PIPE TO BE BACKFILLED WITH FLOWABLE FILL AT
THE REQUEST OF THE CITY OF CARMEL ENGINEERING DEPARTMENT.
k
'MIt1IMUM OF TOPSOIL.
MIN11U COW:R SHALL
El PER NOTE 3
1 PRECAST CONCRETE FLARED END SECTION
y R,�:. UTSI
DMA TIT
DEPTH c v 3%r cm c
'MT AI:: 9ELOW PIPE
DEPTH CE BEDDING:
G
MA €1w IAL. SEW* PF"E.
I3 d MIN
6 SMALLER 4`
66" As I.ARCER
VERTICAL FLARE
SECTION B -B
NOTE:
MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF
A.S.T.M. SPECIFICATION C76.
STANDARD
')RW f(
I;..,. 2
1-1" R
A TAPER PER
INCH PER SIDE
HORIZONTAL FLARE
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT OF WAY
#8 STONE OR APPROVED
EQUIVALENT. BEDDING MATERIAL HAND
TAMPED OR WALKED INTO PLACE TO A
MIN. OF 12" ABOVE TOP OF PIPE.
LEGEND
OD OUTSIDE DIAMETER OF PIPE
ID INSIDE DIAMETER OF PIPE
TOP OF BANK 835.5
NOT TO SCALE
DISTANCE DEFINED BY
D.O.T. REQUIREMENTS
NOTES;
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC HDPE)
BEDDING /TRENCH DETAIL
NOT TO SCALE
100 YR. FLOOD ELEVATION 833.52
TYPICAL EXISTING POND SECTION
PIPE
CULVERT o
NOTES;
PIPE g
CULVERT c
IN. 6 TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
SLOPE.
i
RIPRAP GEOTEXTILE
UNDER END SECTION
NOTE:
MIN.
OD
NORMAL POOL ELEVATION 832.00
BOTTOM ELEVATION
=824.0
"B" BORROW OR EQUIVALENT
GRANULAR MATERIAL COMPACTED
TO 95% STANDARD PROCTOR
DENSITY TO TOP OF TRENCH IF
LESS THAN OR WITHIN 5' OF
EDGE OF PAVEMENT. IF GREATER
THAN 5' FROM EDGE OF PAVEMENT,
AREA TO BE BACKFILLED WITH
CLEAN MATERIAL THAT SHALL
CONTAIN NO MORE THAN 10"
PASSING A No. 200 SEIVE.
1. GEOTEXTILE UNDERLAYMENT TO BE
POLYFELT TS700 OR APPROVED EQUAL
PLAN VIEW
CROSS SECTION
WHERE K d50
DEPTH OF RIP RAP SHALL NOT
BE LESS THAN 3 x d 50
RIPRAP DETAIL END SECTION
NOT TO SCALE
La
w
E2
END
SECTION
(SEE STR. ABOVE)
RIPRAP GEOTEXTILE
(SEE NOTES)
THICKNESS
isPiwzommas 'War
///s
EDGE OF PAVEMENT, CUR
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE B BORROW OR
EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY FOR ENTIRE
TRENCH BACKFILL
LEGEND
OD OUTSIDE DIAMETER
ID INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
MINIMUM WIDTH
1.25 OD 12
DEPTH OF BEDDING
MATERIAL BELOW PIPE
REINFORCED CONCRETE PIPE (RCP)
BEDDING/TRENCH DETAIL
NOT TO SCALE
6" SPAN x 4" RISE RECT. ORIFICE
INV.- 909.00
6" SPAN x 4" RISE RECT. ORIFICE
INV.- 908.00
T.O.C. -910.0
d
GRADE
(NEW OR EXISTING)
T.O.B. ELEV =911.0
BOT.- 905.75
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT: USE "B" BORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1/6 OF
PIPE DIAMETER AND REGULAR
OD BACKFILL TO TOP OF TRENCH
#8 STONE OR APPROVED EQUIVALENT
EDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
11
34 1/2"
30"
NOTES;
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
NEENAH CASTING
R- 4215 -C
If
I
REVISION RECORD
REV
3(MIN.)
3 3/4"
If
DATE
DESCRIPTION
EXISTING GRADE
BY 0.2'
11 UNDERCUT
ALLOW FOR SWALE FUTURE SILTING
TYPICAL SWALE DETAIL
NOT TO SCALE
12 -6
I C
-I I I BASE, ELEV =910.6 I
1._11=
1 11 III -III -I 1 I
I I I 11 1; 1 111111 „I I
10 -0"
EMERGENCY OVERFLOW WEIR
NOT TO SCALE
2 #5 REINF. BARS
36" LONG
STRUCTURE TO MEET
ALL APPLICABLE
ASTM STANDARDS
12" RCP OUTLET PIPE
INV.- 906.17
TOP- 908.33
INV.- 908.00
NOT TO SCALE
ft
3(MIN.)
'PROPOSED GRADE
ORIFICE DETAILS
TOP- 909.33 r
d' I I
INV.- 909.00 L -J
I-�-I
6"
OUTLET STRUCTURE (102)
DES BY
GRADE
1 OR EXISTING)
T.O.B. ELEV 911.0
111
7:1117
11 III 11
I I I I 1 =1 11 =1 i 1-
42"
APP BY
(3 MINIMUM)
II
G or T
Wt. Sec.
A
B
C
D
E
Dia. +1
R -1
R -2
Skirt
12
2
11
530
4
24
48i
72i
24
13
1
9
3�
2
740
6
27
46
73
30
16
1
11
3�
18
i
2
990
9
27
46
73
36
19
1
12
4
21
1280
9
35
38
73
42
22
1
13
4
24
3
2
1520
431
30
7
48
25
1
14
4
27
31
2
1930
101
48
2
7
54
28
1
14
4
30
3
2190
12
54
1
7
60
31
1
15
5
1
3150
131
581
3
9
66
34
2
171
36
4
4100
15
63
3
9
72
37
2
20
42
44
5380
21
63
35
98
78
43
27
22
48
5
6550
24
72
26
98
84
49
2
22
54
51
8040
27
65
35
100
90
55
3
24
60
6
5
8750
30
60
39
99
96
61
3
24
66
n �m
51
10630
24
78
21
99
102
67
M
24
7
72
78
6
12520
34
78
21
99
108
73
24
6I
14430
24
78
21
99
114
79
24
84
7
16350
24
78
21
99
120
85
24
9
12/22/2006
NOTES:
RCP TRENCH DETAIL FOR rtrY STORM SEWERS
S
NO SCALE
TCT Sit CAME
FINAL
BAIV <LL
SECTION A -A
FIGURE )1 -1
Bedding and Bad Backfill Standards for Storm Sewers
RCP TRENCH
G OR T (GROOVE OUTLET END)
(TOUNGE -INLET END)
PAVEMENT gC ION WIRES
I'
I BEDDING AND HAAUNCHmc r oR ALL RCP iNSTALLATONS S1 LL E #8 STONE MEETING HE MATERIAL REOLIIR.Et ENTS O
'ICE !ROOT OT -:f, c 'SI`:s6t..:. W. PI.� l =;1) TI T r+l l 00 TYUICH. "H# AFTER ME PPE.:. I 1�4$ C' T/44.1 CAME
kir; I.J' E„ THERE R MAJNS A 4'V /ANNUM DEPTH Cf MATERIAL ELOW THE PPE DA R L OiD A. MINIMUM h F *r E.10 THE:
BELL, FOR PiPE &LES 66 Aft] LAMER, `AE MINIMUM DEPTH I, AT :MAL BELOW THE PIPE BARREL SHAIw BE 6 'r EIED II E,'€
jt{�A{y1�.I.{ BE PLACED TO I UNIFORM AS POSSIIBT.E., �y €FTy?* l PIPE. 3>u: LOOa Y PLACED F., 2A 5 tTFDC MARL ��J BER THE N
'Y.IDnI T£ W) OF 7R PI PRF TO P ACI 1Tl` :NT 4y 1* f1 IF' [7 DE RL IN M OF 4 F2�£N H Ef�£f�''I1�{ ARE
OFT aR yE LDN( TAE: STS: SHAli BE UNDERCUT TO SUCH A DEPTH THAT «HEN I :EPA RED TA iIL SINE IT 'sly.,!
PRODUCE A UNIFORM AND STABLE FOOND.AT1.* PI ONG THE ENTIRE. 1E Nx 1`H '"ar "ME PIPE. fAUN, H1 O AND INITIAL SACKFUL,
SHAHS D COMPACTED €'41 t MA.XIMUNI LFTS SO NOT LESS THAN 9O S,A IDA) PROCTIX DENSITY FM THE ENTIRE E D`s:PTI"
OF THE. MATERIAL IAt, 11„ ACID '1I::. BA rX *,,..I. SHALL L .9E PP BOIfalsIT UP EVENLY ON BOTH Sl') VI- THE PIPE FOR THE: FULL
EENC- (Yi THE: PI K. HALIN I.IIN HALL FIEND '1; THE. S Rt+l %F.IM i» p4 17 MINIMUM IMUM TE NC'H WIDTH S1AL BE T4L
OUTSIDE DIAIMETER. OF THE PIPE PLUS 1?.'•"",
2. FINAL: BACKFILL. FOR All RC INSTALLATIONS WH F 1> 1 5` OP ..E. SHPT.;. H BORROW MS STRUCTURE CKF I,I.:
T�1 ;S� N i r. r» D OW F
I r
ET1? G THE MATED /AL REOVRE MEI TS OF THE IN DOT AND SHAL€. N. CIJAPACTED111 6' MAXIMUM LIFTS TO NOT LESS
ThAN 95% STANDARD PROCTOR DENSITY FOP THE ENTIRE DEPTH OF T f MATERIAL I AC D THE BACKEIE FOR TWF
TOP I;" -Ci THE EXCAVAION BELOW THE START a THE 4400 ''I1 AK 1E PAVEMENT #IML BE STONE
P FETNC THE MATERIAL REQUIREMENTS OF THE MOOT T AND SHA.IA. BE COMPACTO TO NOT 'S THAN 95, STANDARD
PROCTOR ICT DENSITY, Mk. SACKFUL POI AEI.. RCP I STALA7 NS ERE r4a scS GREKER THAN r5 t1ALl. BE ClEAIsi
MATERIAL RIA FREE C ROCKS LARGER THAN 6 IN DAM .ATER, FROZEN LrLMN SOIL, W000 SIR OT KR Ia fFANEO
MATERIAL. COMPACTED IN 12' MAXIMUM. LIFTS TO MT LESS THAN STANDARD PROCTOR VASTY FOR THE. ENT`R%
DEPT 1 THE E*CA'MTIO, THE ANAL 6 INCHES Of 1 EXCAVATION STALL COW ST T "SOPS L.
1HL IA'41IM M COVER ERN THI TOP O rtiE: INSTAU INSTALLED PA' NEN 1£O Is't TOE IHiL INSTALLU) P P SAL UL THL
PA .MEN T :C T d. TWCKNESS. (A1:. kT IMNOU A 1) A I• :M;"OE MA E£ A ABOVE f BGKA PLUS
ileari Ni) sf CUUMS `+IIrEs SAL I:4In ti( ALO i ANY PART OF ME PIPE ROM 1s'IL ANAL PAVEMENT JL.ExArV
TO NE 1CP OE THE PIK GE.: LESS THAN 2.5 MET.
4. F EASING SU60ADE HAS 8E0 LIME IMAilE aitUfti, 'MTH D4#tow t P TO BOTTOM OF UNTREATED L :ii.511''ru
51if2IADE M:T nu_ T1: %`t TREATED EK ALE. 'M1IIr1 UNIE:. AB L M SOIL
5 THESE STANDARDS SHALL AP Y FOR STORM FE CRS kS INSTALL WITHIN CITY 5P C AND PROPOSED Ft* REGARDLESS
OF /WI:SD:CAA Crk..H STORM r IKE
6. Ali. T' d PIPE wrHiiN r.451 SiC PROPMET cry y t -IAu F 'IZENF+ s C'')N ;R5I P: F%F.` RE«:'>}kFttI, ='S
JLRSDICTIO OVER SIOHM MKS,
L A
L. FOR C i .,1, Y STORM SEWERS
500 -7
NOT TO SCALE
TO BE USED FOR REPLACEMENT OF EXISTING CULVERT BENEATH 116th
STREET. CLUVERT PIPE TO BE BACKFILLED WITH FLOWABLE FILL AT
THE REQUEST OF THE CITY OF CARMEL ENGINEERING DEPARTMENT.
k
'MIt1IMUM OF TOPSOIL.
MIN11U COW:R SHALL
El PER NOTE 3
1 PRECAST CONCRETE FLARED END SECTION
y R,�:. UTSI
DMA TIT
DEPTH c v 3%r cm c
'MT AI:: 9ELOW PIPE
DEPTH CE BEDDING:
G
MA €1w IAL. SEW* PF"E.
I3 d MIN
6 SMALLER 4`
66" As I.ARCER
VERTICAL FLARE
SECTION B -B
NOTE:
MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF
A.S.T.M. SPECIFICATION C76.
STANDARD
')RW f(
I;..,. 2
1-1" R
A TAPER PER
INCH PER SIDE
HORIZONTAL FLARE
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT OF WAY
#8 STONE OR APPROVED
EQUIVALENT. BEDDING MATERIAL HAND
TAMPED OR WALKED INTO PLACE TO A
MIN. OF 12" ABOVE TOP OF PIPE.
LEGEND
OD OUTSIDE DIAMETER OF PIPE
ID INSIDE DIAMETER OF PIPE
TOP OF BANK 835.5
NOT TO SCALE
DISTANCE DEFINED BY
D.O.T. REQUIREMENTS
NOTES;
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC HDPE)
BEDDING /TRENCH DETAIL
NOT TO SCALE
100 YR. FLOOD ELEVATION 833.52
TYPICAL EXISTING POND SECTION
PIPE
CULVERT o
NOTES;
PIPE g
CULVERT c
IN. 6 TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
SLOPE.
i
RIPRAP GEOTEXTILE
UNDER END SECTION
NOTE:
MIN.
OD
NORMAL POOL ELEVATION 832.00
BOTTOM ELEVATION
=824.0
"B" BORROW OR EQUIVALENT
GRANULAR MATERIAL COMPACTED
TO 95% STANDARD PROCTOR
DENSITY TO TOP OF TRENCH IF
LESS THAN OR WITHIN 5' OF
EDGE OF PAVEMENT. IF GREATER
THAN 5' FROM EDGE OF PAVEMENT,
AREA TO BE BACKFILLED WITH
CLEAN MATERIAL THAT SHALL
CONTAIN NO MORE THAN 10"
PASSING A No. 200 SEIVE.
1. GEOTEXTILE UNDERLAYMENT TO BE
POLYFELT TS700 OR APPROVED EQUAL
PLAN VIEW
CROSS SECTION
WHERE K d50
DEPTH OF RIP RAP SHALL NOT
BE LESS THAN 3 x d 50
RIPRAP DETAIL END SECTION
NOT TO SCALE
La
w
E2
END
SECTION
(SEE STR. ABOVE)
RIPRAP GEOTEXTILE
(SEE NOTES)
THICKNESS
isPiwzommas 'War
///s
EDGE OF PAVEMENT, CUR
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE B BORROW OR
EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY FOR ENTIRE
TRENCH BACKFILL
LEGEND
OD OUTSIDE DIAMETER
ID INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
MINIMUM WIDTH
1.25 OD 12
DEPTH OF BEDDING
MATERIAL BELOW PIPE
REINFORCED CONCRETE PIPE (RCP)
BEDDING/TRENCH DETAIL
NOT TO SCALE
6" SPAN x 4" RISE RECT. ORIFICE
INV.- 909.00
6" SPAN x 4" RISE RECT. ORIFICE
INV.- 908.00
T.O.C. -910.0
d
GRADE
(NEW OR EXISTING)
T.O.B. ELEV =911.0
BOT.- 905.75
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT: USE "B" BORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1/6 OF
PIPE DIAMETER AND REGULAR
OD BACKFILL TO TOP OF TRENCH
#8 STONE OR APPROVED EQUIVALENT
EDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
11
34 1/2"
30"
NOTES;
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
NEENAH CASTING
R- 4215 -C
If
I
REVISION RECORD
REV
3(MIN.)
3 3/4"
If
DATE
DESCRIPTION
EXISTING GRADE
BY 0.2'
11 UNDERCUT
ALLOW FOR SWALE FUTURE SILTING
TYPICAL SWALE DETAIL
NOT TO SCALE
12 -6
I C
-I I I BASE, ELEV =910.6 I
1._11=
1 11 III -III -I 1 I
I I I 11 1; 1 111111 „I I
10 -0"
EMERGENCY OVERFLOW WEIR
NOT TO SCALE
2 #5 REINF. BARS
36" LONG
STRUCTURE TO MEET
ALL APPLICABLE
ASTM STANDARDS
12" RCP OUTLET PIPE
INV.- 906.17
TOP- 908.33
INV.- 908.00
NOT TO SCALE
ft
3(MIN.)
'PROPOSED GRADE
ORIFICE DETAILS
TOP- 909.33 r
d' I I
INV.- 909.00 L -J
I-�-I
6"
OUTLET STRUCTURE (102)
DES BY
GRADE
1 OR EXISTING)
T.O.B. ELEV 911.0
111
7:1117
11 III 11
I I I I 1 =1 11 =1 i 1-
42"
APP BY
(3 MINIMUM)