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,
)) A 7)
LATERAL PIPE TO BE
THIN 2' FROM OUTSIDE
ORM SEWER
"LASS "A" CONCRETE REQ'D.
#4 BARS
(TYP.)
SECTION "A — A"
CONCRETE CRADLE DETAIL
NO SCALE
CASTING TYPE
5" "
24"
w
i
.. Q
14
6" #8 STONE BEDDING -1
NOTE: 5" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE
NO SCALE
10' MI
WATER MAIN
SANITARY OR STORM SEWER WATER MAIN
WATER MAIN WATER MAIN
RATED PIPE WATER
NOTE; WHEN LATERAL SEPARATION SANITARY OR
IS 10 OR GREATER NO VERTICAL STORM SEWER
CLEARANCE IS NEEDED.
Arw Z
N
4
10' (MIN.) 10' MIN. Oil
WATER MAIN SANITARY OR
SANITARY OR LESS THAN 18" OR IN CASES STORM SEWER
21 STORM SEWER WHERE WATER IS BELOW
SANITARY SEWER
O.D. + 1' -0" _
MIN. (TYP.) .
WATER MAIN RATED PIPE) �\- FLEXIBLE COUPLING OR ADAPTER
FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR
CONCRETE COLLAR
MINIMUM CROSSOVER 8c SEPARATION
REQUIREMENTS FOR WATER MAINS,
SANITARY SEWERS 8c STORM SEWERS
NO SCALE
STANDARD HEX. HEAD
BRASS PLUG. TOP OF
CASTING ELEV. AS 5' - 0" MAX. FINISH FLOOR
SHOWN IN PLANS.
b• ° a d c
GROUND LINE--\ '
0' •
- _ _ ___ I •. • •III - III -I i l -I i l -III =1 1EE 11 -1 I I' I'
1 I IT I i I -I I I I' -" a- III - III -11.
III III =w -'
,• �, • III
12" X 12" X 4"
CONC. COLLAR
45' ELBOW
6" PIPE r- SANITARY BUILDING DRAIN
WYE INVERT ELEV. AS
SHOWN IN PLANS
CLEAN — OUT
NO SCALE
EDGE OF PAVEMENT, CURB, MIN. 6" TOPSOIL TO
GUTTER OR SIMILAR STRUCTURE ENSURE GRASS GROWTH
'•thy ' ti � \
WITHIN 50 OF EDGE OF PAVEMENT
"B"•••-
B BORROW OR EQUIV. GRANULAR ��• ; +� }tMxw
•� =r• �_ }..: � n = ;�•.`�, ,;.��_•.� NOTE:
MATERIAL COMPACTED TO 90% STANDAR Aee.lz :=.! ' ' . �' «; REGULAR ,
PROCTOR DENSITY. ALL OTHER ° ''� ` "� ' BACKFILL WITHIN 5 OF EDGE OF PAVEMENT
CONDITIONS REGULAR BACKFILL ALLOWABLE. �,:,h;Mi•: w A - 1.2513c + 12"
*�; ,_� OUTSIDE 5 OF EDGE OF PAVEMENT
"B" BORROW OR EQUIV. ��` �•�'*�' =.• ��i`
GRANULAR MATERIAL �� \�% - ;,:• • "•'' i \� 1/2 Be
COMPACTED TO 909 �� ` �':�,�'.: •, .. • :, �,
STANDARD PROCTOR r�-Bc :;, ���\
DENSITY
DEPTH OF BEDDING
MATERIAL BELOW PIPE LEGEND
D (d) MIN. NOTE: Be = OUTSIDE DIAMETER
ALL BEDDING AND INITIAL BACKFILL
27" & SMALLER 3" SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER
TO 12 BALANCED LIFTS
30" TO 60" 4" d =DEPTH OF BEDDING
A MINIMUM 9" CLEARANCE MATERIAL BELOW PIPE
66" & LARGER 6" SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
REINFORCED
CONCRETE PIPE (RCP
TRENCH D
NO SCALE
5' OR LESS MIN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
IF NOT UNDER PAVEMENT
•' III�III-
- "'-" -1 I L III =III • • -;MIN. 1.25 Be + 12 III -I
EDGE OF PAVEMENT CURB 1 =1 I I- ' .•'• • "• ' •�;� :•
� I I; III .., ••� :•�.-:Y. . • ' �;.. •:•. � ••�' • I I 1 =i
GUTTER OR SIMILAR STRUCTURE �I =1� ~.•,.,•:.4;�:'r• �.•' _�: _ '1 =1T
= ..•. , „ ...:..• • • 12" (MIN.)
"B" BORROW OR EQUIV. 0PROVED CRUSHED STONE OR
GRANULAR MATERIAL " • ' '
':•,•: M �' ''}:� .''''i' EQUIV. CLASS
COMPACTED TO 95 % BEDDING MATERIAL HAND
STANDARD PROCTOR �':'• _ - TAMPED AND WALKED INTO
-III ;- •••;•• :•• 11 =1
-1 1= : • •: + •: 111=
PLACE
DENSITY 1
III.'
111 =III '' •
-I 11= .. • � • ,...• 111= 6
III==--- _- _' - - - --
=1 11 =1 11 =1 11 =1 11=1 "=1 I I -1 11 =1 11 =1 11 =1 11 =1 I
LEGEND �II_I� a,1= 11-11,
Be = OUTSIDE DIAMETER NOTE:
D = INSIDE DIAMETER ALL BEDDING AND INITIAL ,BACKFILL
SHALL BE INSTALLED IN 6
d = DEPTH OF BEDDING TO 12 BALANCED LIFTS
MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
PLASTIC PIPE 8c HDPE)
TRENCH DETAIL
(WITHIN 5' FROM EDGE OF PAVEMENT)
NO SCALE
GREATER THAN 5'
• - =I I I �I I � -i
EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR STRUCTURE
#8 CRUSHED STONE OR —
APPROVED EQUIV. CLASS
BEDDING MATERIAL HAND
TAMPED AND WALKED INTO
PLACE
MIN. 6" TOPSOIL TO
ENSURE GRASS GROWTH
REGULAR
BACKFILL
12" (MIN.)
LEGEND 11I_ il�- ,��— „, -.1 �,�- 111— .I• —If• �
Be = OUTSIDE DIAMETER NOTE:
D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL
SHALL BE INSTALLED IN 6
d DEPTH OF BEDDING TO 12” BALANCED LIFTS
MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
PLASTIC
PIPE (PVC & HDPE)
TRENCH DETAIL
(GREATER THAN 5' FROM EDGE OF PAVEMENT)
NO SCALE
••a aa: a.i� ,<. -�- arr- .,,,rv•. �., -. y.,x,. .tr - .i...:s er:._.,,,.:a:.,y.- ,:'rtrf.ra�.e ...x..f,...,.w�wee:a�fr av- ir!-N.. a, a <f.'e a•f�.n -:.:f ,. •q,p
... s• •f YtYrM•s-- w,! /a «Y'H "•Y" ^rYr,ly Ha•. Y'41t.+.'t = "-
9'
a
3
owl 12" C TO C
MAX. SPACING
a �
o w
gy
J
PLAN VIEW
MA
SECTION Y —Y
1 1 /2 "R
GROOVED END ON OUTLET END 4 3.•
TONGUE END ON INLET END ' 1 44
,fit S CONCRETE END
`:y<iyq Ca
D pp;, SECTION
¢ = D -C PIPE
3 CULVERT
COMPUTED LENGTH OF CULVERT c_�
d
o - A ¢ PAY LENGTH OF CULVERT
9
END SECTION
a LENGTH (D)
¢ o
� CV
L A
GROOVE (OR TONGUE) TO
BE THE SAME AS ON
STANDARD REINFORCED
CONCRETE PIPE ASTM
DESIGNATION C 76
LONGITUDINAL SECTION
12" C. TO C.
WALL
MAX. SPACING
3/4 "x12" HOOK
BOLTS GALV.
HOOK ---,.,
D
E
R -1
R -2
SKIRT
12
2
' A •. �
N
.. • �
GL• �S' "A•" ;CAN
48 7/8
E + 2T
24
SECTION A —A
9
DIA.
WALL
WT. SEC.
A
B
C
D
E
R -1
R -2
SKIRT
12
2
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
30
12 1/2
11
3 1/2
18
2 1/2
990
9
27
46
73
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
5 1/2
73 1/2
54
17 3/4
14 1/2
4 1 2
30
3 1/2
2190
12
54
9 3/4
73 3/4
60
18 5/16
15
5
33
3 3/4
3150
13 1/2
58 1/2
9 1/4
97 3/4
66
23 3/4
17 1/2
5 142
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
5
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
65
5
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
38 5/8
24
7 3/4
78
7 1/2
14430
24
78
1
99
114
41 15/16
24
8 1/2
84
8
T_f67350
24
178
1
99
120
44 13716
24
9
*TOLERANCE 1 f
NOTES:
CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED
CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS).
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE,
A.S.T.M. DESIGNATION C -76 CLASS it FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER
OF STEEL IN THE "Cu PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES
ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION
APPROXIMATELY 10' -0 IN LENGTH.
VARIATIONS 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
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION
C -76.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
PRECAST CONCRETE END SECTION
NO SCALE
NEENAH R- 4999 -L3 CASTING
REQ'D. OR EQUAL
14" 5" #3 REBAR CONT. (TYP.)
12"
CONCRETE PAVEMENT
VARIES EXPANSION JOINT
1' -2" TO 1' -8" - #2 REBAR m 2' O.C. (TYP.)
(BOTTOM SLOPE
0.3% TO EAST)
co
�1' 10" 6° #8 STONE BEDDING
#3 REBAR CONT. (TYP.)
0 3 O.C.
TRENCH DRAIN DETAIL
NO SCALE
SEE PLANS FOR -
. TYPE OF CASTING
ASPHALTIC MASTIC OR BUTYL
RUBBER SEAL BETWEEN JOINTST__�
S—
24'
FULL HEIGHT 1�1ANHOLE
STEP REQUIRED
MIN. 4" DIA. SUBSURFACE —
TILE T" STUB WHERE REQ , D.
3" MIN.
ONN6UPOF X53 STON,L —A
GROUT -
8" CLASS "A" CONCRETE
PRECAST CONCRETE ADJUSTER RING
IF NEEDED, (4 MAX.)
ECCENTRIC CONE OR
4" REDUCER CAP AS REQ'D.
BY SITE CONDITIONS `=
1' -0" MIN. OVER -
HIGHEST PIPE
. 4 . REDUCER CAP
• e "
O
(MIN.) "
5 CONC. PRECAST OR
• POURED IN PLACE
PERMISSIBLE.
•
a PREFORMED HOLE TO MAX. OF PIPE
+ fi WITH NON SHRINK CEMENT GROUT
3" MIN.
a.
BASE 8" PER SECTION (MIN.)
B NCH WALLS AT MIN.
1 2" PER FOOT SLOPE
REINFORCED BAR #4 ® 12" O.C.
STEEL MESH AREA = 0.12 In. /Ft.
OR APPROVED EQUAL
I i IANHOLE
I
PIPE
PIPE TURNS
DIA. "F"
DIA. "G"
-• •.�,�,,,-
96
48
GREATER THAN 45" TO 90'
SOIL MIX: 3 PARTS
84"
42"
GREATER THAN 45' TO 90'
84
48
TURNS UP TO 45"
72"
42"-481*
U P TO 45'
72"
33 " -36"
GREATER THAN 45" TO 90'
60"
33 " -36"
STRAIGHT THRU
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'
60"
33 " -36"
TURNS UP TO 45'
48"
12 " -21"
GREATER THAN 45' TO 90'
48"
12'1-21'*
TURNS UP TO 45'
48"
24"
TURNS UP TO 45'
NOTES:
MANHOLE CONFORMS TO ASTM C -478
NO BRICK OR BLOCK WILL BE ALLOWED
IN MANHOLE
0 -RING GASKET ASPHALTIC MASTIC
OR BUTYL RUBBER SEAL BETWEEN
MANHOLE JOINTS
STEPS REQUIRED FOR STORM
SEWER OVER 4 DEEP.
MANHOLE TYPE "B"
NO SCALE
REMOVE BINDING
1RUNK AFTER PL
AND STAKING THE
3" SHREDDE[
HARDWOOD N
CREATE 4" SAUCI
/4" BLACK RUBBER HOSE
JRAP TRUNK
'0 FIRST BRANCH
7x19 GALV. GUY WIRE
2" SHREDDED HARDWOOD MULCH
STEEL TEE FENCE POST 24"
0
PLANTING SOIL
TREE PLANTING DETAIL
NO SCALE
REMOVE UPPER
1/3 OF BURLAP-'
SUBGRADE
;8" HARDWOOD STAKES
TREE WITH #12 GALV.
k 1/2" HOSE LOOP
DVE BINDING AROUND
qK AFTER PLANTING
STAKING
NISH GRADE
3 PARTS
& 1 PART
NOTES: - "'
1. HARDWOOD STAKES SHALL BE DRI\fN A AllN. Of 30'
INTO THE GROUND.
2 PIANT FLARE ROUT AT GRADE LEVEL
3. STAKES Ah'D tikES MUST BE REMOVED W1HIN ONE YEAR.
4. AL BINDING MUST BE REA101hD AND THE TOP HALF OF THE BURIAP MUST BE REMOVED OR ROILED BACK ON ME ROOT BALL
EVERGREEN PLANTING DETAIL
NO SCALE
3" HARDWOOD
MULCH
REMOVE UPPER
1/3 OF BURLAP ,. „ _
-• •.�,�,,,-
i•L
. L
SOIL MIX: 3 PARTS
TOPSOIL & 1 PART IN
PEAT.
SUBGRADE
TWICE BALL DIA.
- SCARIFY POT
r� _..... BOUND PLANTS
, EMOVE ANY BINDING
:ROUND PLANT S M EnvirOnIY cntal manner
;REATE 4" SAUCE
FINISH GRADE T� ,
B OR CONTAINER
'N ROOT BALL
SH-RUB PLANTING DETAIL
NO SCALE
_ .y - +. 'F^s.i -r =. �.,. � - -. -yf . -,�.: el =Y f.,;« :t'. :i a � -�`- rq:_, {.'y♦?k �- .•••_i..... c. sr♦.pi� -• „- t•yirl�w.•.�. -•. rn :1-,t,y'`'�•t. "i'!��1.' -e. n -. ,1..,. ,.,tr.l�r .q "<.-ret._�-
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..,.. .., ,< m ... - .:.::.,r..,. _ �.,. . -..,.. ,. -x i r. i; ,i.> t•i .{ : a rg c • t a. . L,.. - k
- �w a•,_ >< .. .. �._ a O e- T..r a•e i YY9 •s •i_ - ! .b
. 1 r v i A i 1 - •. --
__ r _ .. r, Ae••a•Te• +•T . v,a! - T•"« r+• f4 ♦ h T+,wrV _ t ♦ e r � •. . 2 - -
. -. : -., n•(.¢.f. _ :, ,.mot,.,. -c.F s:i -•• 1 .F: z..aaKaa , -••• -. 1 M +-T - - - 3 - - - - - ' _ -- - -