SW7050429_APPROVED PLANS_20050505

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW =j(,a j
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE��Sl��
YYYYMMDD

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(441 � � � LIMITS OF N� p �
i3' b 58d3p,17+E OPEN SPACE DISTURBANCE N.C. STATE I CI
BOARD OF
24.dd• 1 CD
1aoo• s hlEi� EDUCATION
N/F �A-'i•�,.•17'W�1' (Tjp) C ' ~A! D.B. 90. PGI. 401
ELVABETH CITY GARDEN c
APARTMENTS 77w"�0"d1--•'I ' Neg°4>to'18 39 gw 38 o$ �•1a00• s ��
— — _ HBJIM GREGORYV3 ~ O
Q- t$~A
YAD 10,00• 33
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oe
OOWCW
`ulf' Ili+ )
2D~ ' iAR
FA If 40'0p eIL 1
r ul �. ` s 1 Su 4Q Qp f , ` t ' 0' !11 TCH PROPOSED BULKHEAD
L -- I
C1;26 INLET, SEEMAN PM
ti
fi SCREENED DWG DET-2 FOR rr + za ~ FORESAY
OUIyPSTER PAD �' 1 g32 31 30 DETAIL i� ,�' — — ' . 1110 —� Co, a U
� ra• �N� �„� '� ~ ~ � � 29 28 $ 58d• p•p !
26 25 24 23 2SSOI
2 00' n 1 1 /�• � e silld° `
1 d
�•
cgfi� l ~► �•� }B.Od' jai �. ' r�� +fin 144.Dp• a
!sue ! 58040'0OmE es~ o z16.00• 2 1a. Tao°° �m S 1apD• ;{
Il
— Neo z x -A(� I I � S� y 3 $� ! � � 2 � 7 b 5 11
ailliSm•�•�"w 1s•.dd• ~~ ,`� o 2 D $19 1 g 17 s m ,ate, 4 3 2 1 I I J
' • NOTE: ~ 6 k ` �� x 16 EJ( 5
DEDICATED EASEMENTS SHOWN ~ +` ~ ~ fy lady ° fL +r
HEREON ARE FOR THE SOLE USE _ (Typ r*UYG
�� ~ 1a00• 15 14 g 1 � a ;
BY THE EUZ DEFT. of PUBLIC WORKS 1 ~ ~ ~ ~ ` ! RAINA 1 l�ANHG&ER :•'f
h 3 \ lapel• y m I�IM.1 U :'•i
~ — = — — \\ 2,B p0 1adD. 13 12 11 $ ! WALE MMVV o� 1.
DRAINAGE SWALE 11111 ,
DUMI — N� I
SF m rn AREA�'03'w o�.l cr
LIMITS OF � N�'4Dpp K, 1ad0'
DISTURBANCE DRAINAGE1J� y�� 29, U ~ ~ ~ L( X 1
SWALE #2 I=ASE, •�
'911F
\ N� FOREBAY 1093.00' LVST
Q J- RIVE E 'upNc P pP~ ~
Lill
` TRAILER PAW
J.W. ARNOLD "-
' � PROPOSED BULKHEAD �=C,- E
k RMH�, A TOPLEv 10.50
USE NETTING AND STRAW TO OUTLET STRUCTURE
STABILIZE GRASS GROWTH WEIR INV. - 8.16
RIP RAP AREA, 12" THICK, (SEE DRAIMNG DET-2 FOR OUTLET
D50 = 6", SUPPORT WITH STRUCTURE DETAILS) SWALENOIES r
FILTER FABRIC w
1, AREA - 178,596 sq.ft/4.1 Al I
EX. SEWER
MANHOLE
BY COORDINATE METHOD.
Q � ' NV. N0.88'
W
2. F.I.R.M. ZONE )" (October 5, 04) �,� K �� ,,��1��
PANEL f 370185 08922 J J� q
D.B. 246 PG. 7• D.B. 285, PG. 475
3. REFERENCE
D.B. 450, PG. 928; D.B. 592, PG. 475 Li
D.B. D.B. 605. PG. 655; P.C.R. L.EEND ��'- �� g?� 15�- o r
4. TAX PARCEL 34, MAP 0 123. — PROPOSED FIRE HYDRANT ' % ��+ 1� 'i�' z
5. THIS SURVEY IS SUBJECT To - EXISTING CLEANOUT ?b X
ANY EASEMENTS THAT A MORE
THOROUGH TITLE SEARCH MAY UNCOVER. _ G LE x 7
QS EXISTIP� MANHOLE
}
f g• IMPERVIOUS COVERAGE: DRIVE
L!`� — EXISTING IRON ROD
EEZE r
ROAD - 37,852 s.f.
BUILDINGS — 29.520 e.f.It 0 -- EXISTING IRON PIPE U
CONIC. DRIVES — 8.200 11
a —
EXISTING CONCRETE MONUMENT
SIDEWALKS - 4,631 s.f.
TOTAL IMPERVIOUS AREA - 80,203 s.f./457L
rQ,-
UTILITY POLE
—
UTILITY POLE
7.
OPEN SPACE:
Ill s.f./Person x 3.2 people/ Unit
348.48 &f. / Unit x 41 Units - 14.288 Ill
PROPOSED
CREPE MYRTLE
OPEN SPACE REQUIRED: 14,288 s.f.
A PAYMENT WILL BE MADE IN LIEU OF DEDICATION
D.W.
OF OPEN SPACE
8.
DENSITY BASED ON "AD' ZONING:
Max. 87 UNITS ALLOWED (22 Units/ Acre)
H.J.
PROPOSED 41 UNITS ( 10 Units/ Acre)
9.
AVERAGE GROUND ELEVATION: 1i
-
RIVER BIRCH
10.
SETBACKS: 30' FRONT, REAR do SIDE
,PROPOSED
HERITAGE
or DURA—HEAT'
11.
WATER do SEWER TAPS SHALL BE STOPPED AT
BACK OF CURB TO ALLOW FOR ELECT. CONDUIT INSTALLATION.
12.
A RECOMBINATION PLAT SHALL BE RECORDED PRIOR
— PROPOSED
OLEANDER
TO PRELIMINARY PLAT APPROVAL
, 13.
PROPOSED BUILDING HEIGHT — 36' +/—
— PROPOSED
DWARF NANDINA
314.
NO EVIDENCE OF 4o4 JURISDITIONAL WETLANDS PER LETTER FROM
+'�,.
- EXISTING GRADE
ENVIRONMENTAL PROFESSIONALS INC. OF KILL DEVIL HILLS N.C.
X j
I�} EX. FIRE
HYDRANT
r
r
GRAPHIC SCALE
40 0 40 80
1 IN. = 40 FT.
SCALE IN FEET

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oazr/ U
rn
0
H
3 m 30.0'
N80• -
�0�°0 W
W D.I. FOR BOTH SANITARY AND
WATER MAIN. FOR MINIMUM 10
�
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I
/N
�Y 4IfETER
r (TV.)Q4N
/ S
s$0 1rC OPEN space
OTHER SIDE OF CROSSING. ALL
STAN�ARDALL MEET WATER MAIN
6" SAI�i �TYP N/F
I
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v
I
y`�3' $� '
1
4-OW RmUCER GATE VAL
SEE THIS Sli N.C. STATE
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241
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TSB. s ME -MR
(Type
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REDUCER �-
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FOR PROFILE BOARD OF
EDUCATION
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APARTMENTS
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VC WATER
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PRaw. 4- carve. w
G tlrV(IjED Al
- - OMMON 20'
' ~ ~ ~
18'
�Re
104,1
s —45' BEND
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40'R.
►vso AMP
L141TEp N$° .T7,w 3�o'Trw Ryp.�
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AREA
EA
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8 WA ~ — X °R, )
Ex+sr v>cl ranvF eu
MH
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s —11.25 BEND
BEND
2a U`R� 1REq
EAST
f
f sso•; OO-L, ~
58/•40 � � #
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�j� " _
a
VEXIST
10' DITCH
~
00 9
$M� TEE
' _
PROPOSED B=HEAD
'
a s�eeluFO
DUMP5TER
~
— — �
20-22.5'B
C3
3 IV
� _ �
iso.00'SOS
T$.D0'
�• CURB INLET, SEE
�0
~~_~-
20
' ~ — �
AIN PONE]
�FOREBAY
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Z
P a0
� — 4
r$ h
� $
DWG DET-2 FOR
A r �_`
in DETAIL
unL �
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o
y��
�
18.00N� C{IRB
_
- _.2 • END
i
o 32 31 3 0 2 9 2 8
`u.�
Ij ` a _
hoN
—
s
v '�
—_
2 7 2 6 2 5 2 4
&° 4D•Cd,F j SSO 40
00' '` f / �'
°^
�,
_
ssO'30 a.
3 F 30
II
>
o M
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o
2 3 2 2 ! / 3
c oM
AR
.
�, LT.B.
L '0 E
Ins
S80 �� „ ��� ~ —
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$ 00,2TB. °°'
J "' w /'r 18.00' ,o
21� $ -- ' m
A
'�'�'
` o T44 on
1� 8 0 ,��.
c�i 'f
a a
4 -�
1
I
1
MH# A2
2" PVC WATER
a �
~$zmm
z o OPEN SPAC �� S
N$o•40'oo.w Ta .o°' z �� �� 2 0 19
o 8\
\ z 7 6 i! r a
5 4 3 a
11 + ,�
'�
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• NOTE:
— 1
-
g
— Z O
a( '��R 1 7 16
4
Icy T8.0°'
Ta % I!
~ °°' vi •
�� '
1
I w�}
V n
� 3
DEDICATED EASEMENTS SHOWN
HEREON ARE FOR THE SOLE USE
BY THE EUZ. DEPT. OF PUBLIC WORKS
OaNC 0
L ~ T$00•
14
13
v
�'
G IEjf�5r wER
RAINA AIANHdfLE
TB.DD' µ=
r+•1
+
n
'p+n v
��
~ 2TB.00 Taoo'
12 1 e
i \ WALE 3 °p JNV. ouo°�i.F
i
ntOi 5 y
DRAINAGE SWALE #1
' — \�
10 9 $
\ \ 12gLOO. ;b j
ED 8� 1MITED f
•;
VIA
I
jY�
[--+
m
1 25 B I
nu y' ON AREA NsoJo'o3•yy ;
/
/
F.H. ASSEMBLY ��
5
M$0.4000 W i$60p,
K'I
I \ 17 `,
30' ,
wr.B.� ~ `
o
/
DRAINAGE
SWALE #2
a011Aft
mm_ +
unL Q
— \ Pam' 4. coNc. 20 FA
M
1�
FOREBAY
°93, 00,
30.0'
w
MAIN P \ ' ~ — ~ ~ a
yi'I
SEE NOTE 1
C)
N
RIVERBREEZE
ex,ST. 017CH AtoN-G
u1v
` - _
~ J `�
. ;'.
;
��
TRAILER PARK
J.W. ARNOLD
•
l +�.
B "x So TS&V
0-4
0i
RMH
PROPOSED BULKHEAD'
TOP ELEV 10.50
BEFORE YOU DIG
!
MH A5 ,
�:1
MH B
w
SEWER & WATER LATERAL
NOTE:
OUTLET
i
3.
• 1
M
�
CALL TOLL FREE
UTILITY LOCATION-1-
UTILITY POLE NOTE.
8"-11.23 BEND W
I
[�-+
W
ACTUAL LATERAL LOCATIONS SHALL BE FIELD
F.H. ASSEMBLY
THE CONTRACTOR IS TO VERIFY THE SIZE, VERIFIED BY CONTRACTOR IN COORDINATION WITH WHEN TRENCH EXCAVATION IS LESS THAN 8 FT. AWAY FROM EX. SEWER �
II 1-800-632-4949 MANHOLE
DEPTH, MATERIAL AND LOCATION OF ALL
THE PROPERTY OWNER. WATER & SEWER TAPS
UTILITY POLES, SHEETING IS REQUIRED. 1F SHEETING IS LESS
RIM=9.08'
UTILITIES PRIOR TO THE START OF
SHALL BE STOPPED AT THE BACK OF CURB TO
THAN 5 FT. AWAY FROM UTII.JTY POLES, CONTRACTOR MUST
INV. IN=0.88' w
U L 0 C 0
CONSTRUCTION.
ALLOW FOR ELECTRICAL CONDUIT INSTALLATION.
CONTACT OWNER OF UTILITY TO PROVIDE BRACING.
I N
I
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N
V
ca
)
N
us
N
16
IL1 ,
m ,rI
—
IL
+�,
Z�
Z
_z
Z_z
12
12
_----
---
- - - - -
co
W
8
8
�
6-inch Py
SLIM.
ft
6111
SLCPF
•0060ft/ft
I;-
o
400.00ft
4
LOPE_0.
4
-
Pv�
212.00Ft
6
keh PYG
6-iich Pv
0
E-O.
ft
-4
-4mo0.�
0
m
_8
_8
m
a
�
r
1+00
3+00
5+00
7+00
9+00
11+00
13+00
DATE: SCALE:
21 APR 05
1" =
40'
CAIq�''•,
DESIGNED: DRAWN:
KAS TJL
CJB
HORIZONTAL SCALE. • i IN.-40 FT. OQ••'ESSI . �'�
40 0 40
80
I
PROJECT NO:
4 0 4
B
' SEAL
- 30687
0007— 0501
r,
Na
VERTICAL SCALE. 1 IN.=4 FTDRAWING
•
SHEET:
A•�j�`�,
,'I'�I%4 I

gar/9�1 SW 70-Z- W
m
1. AREA - 178,596 sq.ft/41 AC.
�3
0
r�ry ��
N/F
ELIZABETH CITY GAFC
APARTNEI'M
JIM GREGORY
AD
O
mJ�
S
DUMI
w
k
E-CIEW
— PROPOSED FIRE HYDRANT
+'jam — EXISTING GRADE
ta~it — PROPOSED GRADE
c — PROPOSED SILT FENCE sF
— PROPOSED CONSTRUCTION ENTRANCE
TC — PROPOSED GRADE (TOP OF CURB)
PP — PROPOSED GRADE (EDGE OF PAVEMENT)
HP — RELATIVE HIGH POINT
•v ur
r r
• NOTE:
DEOICAIED EASEMENTS SHOWN
HEREON ARE FOR THE SOLE USE
BY THE EUZ. DEPT. OF PUBLIC WORKS
whocur
�- 'g► a uF c N I / 1 6 0� -- ' ;� I I - PROP 33 , 36" HDPE PIPE
1 fry) �C 15 14 �t P' I o° F. ! 1 r '� °t YA IN TO E>aSTING PIPES
DRAINAGE SWALE 1 1 \� � Q ,o 10.42 PR (�
1Q7S PP
Eo
SF
nuA MWA
_0 DISTURB/WCE DRAINAGE Aq� aG 'M 8 \ W, 40 , 36" HDPE PIPE
SWALE f2 20 UpL oti T DQSTING PIPE
FOREBAY 30.0' \ \ tq� ` I �jyE f
` �
/F 9�111� a
� 1 � I
RIVERBEZ REE 3 00 a � DITCH ALONG PROP. \ t �
TRAILER PARK wMpp
J.W. ARNOLD
PROPOSED BULKHEAD'
RMH TOP ELEV 10.50 Rt� 10.
USE NETTING AND STRAW TO
OUTLET STRUCTURE
STABILIZE GRASS GROWTH 4, MANHOLE
WEIR INV. 8.16 �
RIP RAP AREA, 12" THICK, (SEE DRAWING DET-2 FOR OUTLET ' I GRATE TOP
D50 = 6", SUPPORT WITH STRUCTURE DETAILS) SWALE lam = 9.e0
10 LF, 24• HOPE w + 24" INV. IN - 6.40
FILTER FABRIC ANGLE CUT PIPE AT EN CE 36" INV. IN - 4.02
INV. 6.50 35 INV. OUT = 4.02
1.0 S SLOPE
10 LF, 36" HDPE
!� INV OUT 4.00
GRAPHIC SCALE
1 IN. = 40 FT. 40 0 40 80
SCALE IN FEET

/ ` lqp
S-W 7JS-6 4/z
IC-4
USE NETTING WITH STRAW TO ESTABLISH
GROWTH OF rM r,1 ""` rC
E)(ISJlNG
GRADE
EXIS'"NG
GRPADE
CCCr1i Al I Cl rNOV0 A011VC OCOLIALIC\IT r3nr%l
SWALES #11 AND #2
SECTION
NOT TO SCALE
USE NETTING WITH STRAW TO ESTABLISH
SWALE #€3 SECTION
NOT TO SCALE
SEED ALL SLOPES ABOVE PERMANENT POOL
6:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
3 1 101 OR VEGETATION.
nro\AALICLIT Dr%f%l Cl 7 F
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 6:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
�1.67' —
_ 5'
SUITABLE PLANTS
ARROIN ARUM
BLUE FLAG IRIS
CANA LILY
DICKEREL WERD
TYPICAL POND SECTION
NOT TO SCALE
2C-4
MAIN POND
5
5:
2C-4
SECTION 1
TIMBER PILE BULKHEADING (T/PILE EL. = 10.5')
N
,:to]I6I-191PI&III
AQUATIC VEGETATION SHELF
(10' WIDE / 6:1 SIDE SLOPE
t+r•rr% Al I n1 ArftG` Ar]A\!C Mr7MA A\lr•\lT r2^^l
r INWI 9-1♦ 1 1 LII\L
I SECTION 2 1
&C-4
&C-4
FOREBAY
EXISTING GRADE
EXISTING GRADE
r.V
1.C--4
---'v PERMANENT POOL EL 7.5
FOREBAY (EL.=4.0') \ J11, 5
SECTION 3
-ET SWALE.
SLOPE 2.5:1
GRAPHIC SCALE
40 0 40 80
1IN. =40FT.
SCALE IN FEET
...cy4

,mo o lfief CJ` DJoVZ9
PROPOSED CURB
& GUTTER TOP OF CURB
(BEYOND) EL 9.51'
EDGE OF PAVEMENT
EL. 9.35'
(6) #4
PRE -CAST CONC TOP
(4'-0" x 5'-4")
(6) #4 -f
CONC SLAB W/
6x6x3.1 WWF
SECTION
sn
Ij FLOW (CAROLINA GUTTER PAN) -"-
4'-0"
SECTION
TOP OF SIDEWALK
EL 9.65'
PROPOSED SIDEWALK
(BEYOND)
PROPOSED GRADE.
I I�
GROUT FILL VOID
STANDARD 6" CMU BLOCK
(4) #4 DOWELS,
EACH COURSE
PLAN
CURB I LEr 8TRlJC1UFE
NOT TO SCALE
NOTES:
1. A MINIMUM OF 24' FROM OUTSIDE DIAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE
PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6".
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO PLACE.
2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95% OF
STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%.
3. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
4. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL.
FLOW (CAROLINA GUTTER PAN)
B
8WAL.E SDE
4"
0.10 OD
.10 0 w
5
TYPE II BEDDING
FOR DUCTILE IRON PIPE
0.5 OD
/ TYPE III BEDDING /
FOR TRUSS PIPE '
12"
5"
TYPE IV BEDDING
FOR PVC PIPE SDR35
NOTES:
1. BEDDING MATERIAL TO BE APPROVED BY CITY BEFORE USE.
TRENCH BOTTOM TO BE FREE OF WATER BEFORE PLACING
2. BEDDING.
3. SHAPE RECESSES FOR BELL OF PIPE BY HAND.
4. BACKFILL ABOVE BEDDING WITH SPECIFIED BACKFILL
MATERIAL.
5. MINIMIUM BEDDING FOR PIPE MATERIALS NOTED ABOVE
PFE BEDCM M I AILS
NOT TO SCALE
4" CONCRETET SLAB WITH WIRE MESH
3' X 3'
4" PVC
31-011
31-011
PLAN
Jtlr I IVIV 0-0
TRASH RACK ON POND SIDE ONLY
•11 rrale�r.rTrr rl • r. tan rl 1 .anr.r i rESH-0
{ +� • , itT
45
= 7.50 w
SAW CUT (TYP.)
36" MINIMUM COVER
114-d
11,
'.'I,w,*.'
'±4'•'',
__I
y .•�•.
-III-1
.y
'
-
1,, 1+''.\4 ,
-El I
M
I I:
1/4" PIPE
DIA.
6' MIN.
NEW ASPHALT SURFACE COURSE
EXITING ASPHALT
,,,---6" BASE COURSE,
TYPE H-BASE
12" MAX (TYP.)
APPROVED SELECT
COMPACTED BACK FILL
.IATls►►TI��:a>1I�Im
EXISTING EARTH/
IF SOIL CONDITIONS ARE
UNSTABLE PIPE BEDDING
IS REQUIRED
12" TYP.
NOTES:
1. PAVEMENT REPAIR SHALL MATCH EXISTING PAVEMENT SECTION. THIS
DETAIL IS FOR GUIDENCE AND DIMENSIONAL INFORMATION.
2. EXISTING ASPHALT SHALL BE CUT IN A SMOOTH LINE WITH A SAW OR
POWER SPADE.
3. BITUMINOUS CONCRETE SURFACE REPLACEMENT SHALL MATCH
THICKNESS OF EXISTING PAVEMENT. BASE COURSE SHALL BE A
MINIMUM OF 6" COARSE AGGREGATE BASE COURSE.
4. 957. COMPACTION REQUIRED FOR BACKFILL, HOWEVER LAST 12" SHALL
BE 98% STANDARD PROCTOR DENSITY TEST ASTM D-698.
PAVB&Wr REPM
NOT TO SCALE
PIPE I.D.
SLOPE
DIMENSIONS
L
H
4"
2:1
2'-5 1 /2"
1'-2 3/4"
4"
4:1
4'-5"
1'-1 1/4"
6"
2:1
2'-10 1/2"
1'-5 1/4"
6"
4:1
5'-3"
1'-3 3/4"
SCREEN HOLDER
1/4" THK. ORIFICE PLATE
W/ (4) 1 /2" X 4"
ADHESIVE BOLTS
1.5" ORIFICE
SCREEN (3/8"0 BARS)
SECTION A -A
[+A tal ^i 1T /TVP9
PAVEMENT FEPM
NOT TO SCALE
BEVEL SLOT DETAIL
(PERMITTED FOR EASY
FORM REMOVAL)
- INV. - 4.50
*_0'°E
NEW ASPHALT SURFACE COURSE
EXISTING ASPHALT
��6" BCBC,
TYPE H-BASE
TRENCH MA& FOR STOFIM DRAIN
NOT TO SCALE
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BUM JOINT MATERIAL
PER MANUFACTURERS
RECOMMENDATION
(APPLY HYDRAULIC CEMENT
GROUT INSIDE AND OUTSIDE
AFTER INSTALLATION)
J w
cc
0
24"
}
IY
4
zw
48" MAX.
(NO STEPS
REQ'D)
NEOPRENE SEAL -
°.
J N
PER ASTM C-923
-
¢�
(TYP)
5
.�
e .
0
6" COMPACTED AGGREGATE
SUB -BASE (#57 STONE)
MANHOLE FRAME AND COVER
(NON -WATERTIGHT)
/ MANHOLE CASTING
SURFACE LEVEL EMBEDDED IN GROUT
5 X11 X5 .
PRECAST CONCRETE ADJUSTMENT
RINGS 12" MAX.
FLAT TOPPER ASTM C-478
46' A
Tv 5N
4" MIN. VARIABLE
MONOLITHIC
BASE
;raccren.
(24" MIN.)
+8N
RY SEWER MANHOLE
INVERT SHAPING" DETAIL
NOTES:
L FLAT TOP CAN BE REPLACED W/1'-4" ECCENTRIC SHALLOW CONE.
2. SEWER LINES CONNECTED DIRECTLY TO A MANHOLE OR TO SHORT STUBS INTEGRAL WITH
A MANHOLE SHALL BE MADE WITH FLEXIBLE JOINTS APPROVED BY THE LOCALITY.
3. PRECAST MANHOLE SECTIONS IN COMPLIANCE WITH ASTM C-478.
ALL MANHOLES SHALL RECEIVE INSIDE APPUCA11ON OF SIKAGARD 62 OR APPROVED EQUAL.
THE COATING THICKNESS SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
PROVIDE MAXIMUM OF TWO LIFT HOLES PER SECTION. PLUG LIFT HOLES WATERTIGHT
WITH RUBBER PLUG AND GROUT AFTER INSTALLATION.
N
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SHALLOW '.CAST OONCRETE
MAIWOLE W/ U I ENMD BASE
NOT TO SCALE
8" 24" I.D. 8"
v \
MANHOLE
STEP
ALL ADJUSTMENT RINGS SHALL BE SEALED OR PARGED
BY MORTAR PLASTERING 3/8" MIN. THICKNESS ON ALL INSIDE
SURFACES. ALL INSIDE SURFACES ARE TO BE SMOOTH
GROUTED WITH HYDRAULIC CEMENT GROUT.
MANHOLE CASTING AND ADJUSTMENT RINGS TO BE SET AND IMBEDDED
IN BUM JOINT MATERIAL CAPPED OVER WITH HYDRAULIC CEMENT GROUT
FROM FRAME FLANGE.
FRAME MAY BE ADJUSTED WITH 4" PRECAST CONCRETE RINGS
(3 RINGS MAX.)
BUM JOINT MATERIAL APPLY HYDRAULIC CEMENT GROUT INSIDE
AND OUT AFTER INSTALLATION. (TYP)
WHERE MULTIPLE HOUSE LATERALS ENTER A MANHOLE
THEY SHALL ENTER BELOW POINT OF TAPER & SHALL
BE STAGGERED AS SHOWN WHEN LATERALS ENTER THE
1.
MANHOLE LESS THAN 3" ABOVE THE FILLET, A CHANNEL
SHALL BE PROVIDED FROM PIPE INVERT TO MANHOLE INVERT.
WHEN MAINLINE INLET PIPE ENTERS MANHOLE ABOVE BENCH,
A FILLET SHALL BE PROVIDED IN ACCORDANCE WITH STATE
SEWERAGE REGULATIONS.
6' MIN. MANHOLE BOOT
BENCH 4" MIN a CONNECTION PER
L' SLOPE ASTM C-923
1.12 � (KOR-N-SEAL OR
En w APPROVED EQUAL.)
w A"''
d'
Elff MIN. • • ; 44 - SUPPORT PIPE AND MANHOLE
r . ' ON 6" OF COMPACTED # 57 STONE (MIN.)
00
MIN. 6" COMPACTED AGGREGATE SUB -BASE
(J57 STONE) W/5 MIL VAPOR BARRIER
NOTES:
1. PRECAST MANHOLE TO BE IN COMPLIANCE W/ ASTM C-478.
2. THE INTERIOR SURFACE OF ALL MANHOLES SHALL RECEIVE A FACTORY -APPLIED COATING OF
SIKAGARD 62 OR APPROVED EQUAL THE COATING THICKNESS SHALL BE IN ACCORDANCE
WITH THE PROJECT SPECIFICATIONS.
3. PROVIDE A MAXIMUM OF TWO LIFT HOLES PER SECTION. PLUG HOLES WITH RUBBER PLUG AND
GROUT. PLUGS MUST BE WATER -TIGHT. CERTAIN LIFTING RINGS MAY BE APPLICABLE.
Z �
SPACING
PER
ASTM C-478
:L
1' MIN.
TRIBUTARY
FORM TRIBUTARY CHANNELS
OF CONCRETE (2000 P.S.I.)
OR BRICK & MORTAR (TROWEL
FINISH) ON A CONTINUOUS
CURVE TO MAIN CHANNEL
DEPTH OF CHANNEL TO BE
3/4 OF CONTRIBUTING SEWER.
INVERT OF SEWER MAIN
CARRIED THROUGH MANHOLE
W/SPLIT PIPE SECTIONS &
CONCRETE (2000 P.S.I.) MORTAR
CHANNEL DEPTH OF CHANNELS
TO BE 3/4 OF CONTRIBUTING SEWER.
MANHOLE WALL
SEE ASSOCIATED SANITARY
4-7- SEWER MANHOLE DETAILS
o R TRIBUTARY
FORM BENCHES OF CONCRETE
(2000 P.S.I.) MORTAR (TROWEL FINISH).
SLOPE BENCH TO CHANNEL 0 11
COAT BENCH WITH APPLICATION
OF SIKAGARD fit OR APPROVED EQUAL
SANITARY SEWER MANHOLE NVERT SHAPNG
NOT TO SCALE
CAST IRON DUST COVER
WITH 1 1 /4" RD HANDLE
(8) 1 /2" RIBS
z r WYE (SDR 26)
DEGREE OF BEND DEPENDS ON
MATERIAL USED (LATERAL MUST
RUN AT 90' TO THE SEWER
MAIN)
PLAN VIEW
SEE "CLEANOUT COVER
ASSEMBLEY " DETAIL
MAXIMUM WYE /
ROTATION = 45
/8":12" MIN. SLOPE
4" PVC SEWER
ASTM D 3034
SDR 26
2" x 3 3/4" LETTER SIZE
1" x 1" LETTERS ---
r
CAST IRON OR 1/4-
PVC CAP (WITHr s
i FERNCO COUPLING
OR EQUAL) CLEAN
OUT
y T_
4
4"-45' ELBOW
—CAP OR
PLUG
FERNCO COULPLING OR EQUAL -� N WYE
"ITN
IF
L(REQUIREDATERAL MATERIIAL)� IN (SEE NOTE 1)
NOTES: ELEVATION
1. LATERAL PIPE SHALL BE SDR 26, UNLESS DUE TO SPECIAL CIRCUMSTANCES
THE CITY REQUIRES THE PIPE TO BE DUCTILE IRON (D.I.). IN EITHER
CASE, THE WYE (4"x4"x4") PIPE USED IN CONJUNCTION WITH THE CLEANOUT
BOX MAY BE SDR 35.5 UNTIL AN SDR 26 WYE BECOMES AVAILABLE IN THE
MANUFACTURING INDUSTRY.
2. LATERAL CONNECTIONS SHALL BE ACCOMPLISHED BY USE OF SEWER MAIN WYES.
NO TAPPING SADDLES SHALL BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE CITY.
3. MINIMUM DEPTH OF SEWER LATERAL AT CLEANOUT TO BE 2.5 FEET. CONTRACTOR TO
PROVIDE AN 18-INCH VERTICAL SEPERATION BETWEEN SEWER LATERALS AND EXISTING
WATER MAINS. DEPTH SHALL BE SUITABLE FOR PROPER SERVICE TO EACH LOT.
4-h h SANTARY SERVICE
NOT TO SCALE
RAISED BLOCK DESIGN
11/ 2" x11 2"
RAISED 1 /4r \
(2 VENT HOLES
3 4" X 1-1 /4"
I
10 15/16"
1 16"
7 16" I TYP.
TYP.
1 4"
3/16"
10-15/16-
15-3/4-
WATER MAIN
❑❑
110 ❑ ❑D00)'o'
BEDDING AS REQUIRED
1-1/2" X 1-1/2"—��
❑ ❑
--- PICK SLOTS STEPPED OFF
TYPICAL
SECTION
❑ ❑ SEWEUNDERSIDE
TO ALLOW FOR
(SEPARATE
TRENCH)
❑
EASY REMOVAL WITH PICK.
LETTERING - 1 1/4"
C�❑ ❑ ❑
STEP OFF TO EXTEND
1'-6" MIN.
TALL (MIN.)
❑p ❑ ❑
PAST SEAT.
FINISHED GRADE I I�
RAISED 1/4"
❑ ❑
27-3/4"
26"
24"
i
/4"
25-3/4"
-3/8"
2
1-1 2
ALTERNATE COVERS AVAILABLE:
1. SAME AS ABOVE WITH 23 1 /2" DIAMETER SKIRT,
1 1/2" DEEP, EXCEPT WITH SOLID COVER LETTERED
"SANITARY SEWER".
2. SAME AS ABOVE EXCEPT WITH SKIRT. UNDERSIDE
TO HAVE 6 CROSS RIBS 21 1 /2" LONG TO ALLOW
FOR USE OF INSERTS.
STANDARD W MAN -TOLE FRAME AND COVER
NOT TO SCALE
BOTTOM VIEW OF COVER
FINISHED GRADE
6" DEEP #57 STONE
�I►IF�u`I�iI�?:LI�I�
i PEG PER NOTE 1
36" MIN.
COMPACTED BACKFILL
w
NOTES:
7
1. PEGGING OF WATER PIPE TO SIDE OF
SEWER TRENCH ALLOWED ONLY WITH
18" MIN. PERMISSION OF ENGINEER
WATER MAIN (PAVED ROADWAY, ETC.).
PIPE BEDDING 2. FOR WATER HOUSE CONNECTION, WATER
SHALL BE INSTALLED TO THE LEFT OF
THE SEWER LINE LOOKING AT THE
PROPERTY UNLESS OTHERWISE DIRECTED
s BY THE ENGINEER.
SEWER 3. FOR THE DETECTABLE TAPE INSTALLATION,
SEE SPECIFICATIONS.
OPTIONAL SECTION
(COMBINED TRENCH)
W4" WATER AND SEWER LM SEPARATION
NOT TO SCALE
�l r-7- T.r l
I'

FOR USE IN PAVED AREAS I FOR USE IN
GROUND LINE
NOTE: VALVE BOX COVERS SHALL
BE MARKED WITH A 'W 18" DIA. 6' THICK
CONCRETE DONUT
2
O'P$I.CtNC FE%, '•' ,
L i
TYPICAL TILT BLOCK
NOT TO SCALE
ANCHOR ROD SIZES
PIPE SIZE
ROD SIZE
4" THRU 6'
#4
8" THRU 10'
#6
12" THRU 18"
#8
CONCRETE THRUST BLOCK
PIPE SIZE
FITTING
L FT.
H FT.
T FT.
2 - 3 - 4
TEE OR BLOCK
20
1.0
1.0
2-3-4
90
2.0
1.5
1.0
2-3-4
45
1.5
1.0
1.0
2-3-4
2212
1.0
1.0
1.0
6
TEE OR BLOCK
2.0
2.0
1.0
6
90
3.0
2.0
1.5
6
45
2.0
1.5
1.0
6
22 1 2
1.5
1.0
1.0
8
TEE OR BLOCK
3.0
2.5
1.5
8
90
4.0
2.5
2.0
8
45
2.5
2.0
1.5
8
22 1 2
2.0
1.5
1.0
12
TEE OR BLOCK
4.0
4.0
2.0
12
90
5.0
4.5
2.5
12
45
4.0
3.0
2.0
12
22 1 2
3.0
1 2.0
1.5
DIMENSION 'H" IS HEIGHT PERPENDICULAR TO VIEW
THIS TABLE BASED ON WATER PRESSURE 150 PSI
SOIL BRG. 1500 #/SO. FT. TO 2000 #/SQ. FT.
TRENCH
PLUGS & CAPS
VA ES
�NN
TRENCH
\\ N10
U
z
w
.r
TEES
CROSSES
TEE WITH PLUG
FOR ALL BENDS
REDUCERS
1' THICK
mw
G 12'
, a ,
' 44" -PRECAST
CONCRETE COLLAR
NOTE: GATE VALVE VALVE BOX SHALL BE
CAST IRON BODY -BRONZE DEWEY BROTHER, INC.,
MOUNTED, NON -RISING STEM NEENAH FOUNDRY CO.,
TYPE, NUT OPERATED, WITH EAST JORDAN IRON WORKS
2" SQUARE OPERATING OR EQUAL AS APPROVED
NUT. ENDS SHALL MECHANICAL JOINT. x /. BY THE ENGINEER.
VALVE SHALL BE CLOW OR
WATEROUS, RESILIENT WEDGE
TYPE VALVE OR EQUAL AS
APPROVED BY THE ENGINEER.
ADD THRUST BLOCK
AS SHOWN IN DETAIL
TYPICAL YALMDEI&
NOT TO SCALE
AWWA C509
ANCHORAGE OF VALVES
WORKING PRESSURE
LB. PER SO. INCH
SIZE OF VALVE
REQUIRING ANCHORAGE
50 - 100
12 INCH AND UP
101 - 150
8 INCH AND UP
151 - 200
ALL SIZES
MINIMUM COVER FOR GATE VALVES
SIZE VALVE
MINIMUM COVERS
6'
36'
8"
38"
10"
43'
12'
46'
FINISHED GRADE
COMPACTED BACKFILL
SEE NOTES 1 & 2
COMPACTED #57 STONE
OR CLEAN BAACKFILL
8" I PIPE O.D. 1 8"
PIPE O.D.
6"
TYPICAL TRENCH DETAL.
NOT TO SCALE
1. WHEN THE PIPELINE WILL BE UNDERNEATH PAVEMENT, SELECT FILL IS
REQUIRED FROM THE TOP OF PIPE TO THE SUBGRADE OF THE ROAD.
2. COMPACT FILL TO 95% STANDARD PROCTOR WITHIN PAVED AREAS OR
90% STANDARD PROCTOR OUTSIDE OF PAVED AREAS.
3. TRENCH BOTTOM TO BE FREE OF WATER BEFORE PLACING BEDDING.
4. SHAPE RECESSES FOR BELL OF PIPE BY HAND.
2" BRASS NIPPLE
UNDISTURBED `/\��\\�
s
EARTH � .. ,, • .;
\ 4
NOTE: ALL PIPE TO BE SCH 40
P.V.C. WITH GLUED JOINTS
EXCEPT AS NOTED OTHERWISE
2" 90' BEND - BRASS
2' BRASS WATER LINE
VALVE BOX
36" MIN.
2" GATE VALVE W/ NATION.
PIPE THREADS
/2' P.V.C. WATERLINE
I -
r+' CO f C; THRUST';
' LOCK 1`
r BLOW -OFF ASSEINBLY
R/W LINE
Nm
METER, 3/4" KENT USG-C700 BR
WITH BACKFLOW PREVENTER
ANGLE STOP
METER BOX: 18" DEEP PLASTIC 12" McDONALD 4602-T
3,
BOX WITH "READER' LID
FINISH GRADE
l 1 �1�-4
I ICI F� I J
I
" 3/4" POLYETHYLENE TUBING
SERVICE LINE
•,,•�•;p;'lo.`
�i MIN cr,o io '-' °;;,.o. ty`:
O` (BY OWNER)
_ E
v v 2 CLEAR '� y;
...,.o. � ."1�'p ,o.;G ),,e, Q.,,o•;O..o.;p•,lel �,.o. D,.o,'^ ., ^,
,,0 ."
�pQlo �Aolo °ii°.o q�o.w Q:;�•o ql .o,o o^o,A a^o, . 1 SHUT OFF
CHECK VALVE
p'°.o
X&ED BACKFILL MAIN BALL VALVE/
(BY OWNER)
CURB STOP
ETER COUPLING
SERVICE 3/4" BRONZE CORPORATION STOP
BRASS McDONALD 4620
SADDLE
STANDARD 314' WATER SERVICE
LINE AND METER BOX ME-ALLATION
NOT TO SCALE
BOLTS
SEE -
NOTE #2
TYPICAL EXPLODED VIEW
A SEE NOTE #1
IBBM TYPE TAPPING
VALVE W/ 2' SQ. NUT
(SEE NOTE 14)
FLANGED
OUTLET 2" MIN:
- GASKET
A+12" 2" M I N D GASKET
=1 WELDED WIRE FABRIC 1" MIN,
A SECTION A --A
TOP VIEW
WE TAP CONC110N
NOTES: NOT TO SCALE
1. FULL BACK, STAINLESS STEEL SADDLES ONLY, EXCEPT IN ACCORDANCE WITH PIPE
MANUFACTURERS RECOMMENDATIONS FOR SP-5 AND SP-12.
2. THE NUMBER, SPACING, SIZE AND INSTALLATION OF BOLTS SHALL BE IN ACCORDANCE WITH SADDLE
MANUFACTURERS RECOMMENDATIONS.
3. ALL TAPPING SADDLES SHALL RECEIVE 4", 3000 PSI CONCRETE COVER WITH 6%6"4 GA.
WELDED WIRE FABRIC.
4. TAPPING VALVE TO MEET ANSI/AWWA STANDARDS C500 AND C509.
HYDRANT SHALL BE M& H STYLE 129
(TRAFFIC MODEL) AMERICAN DARLING OR
MUELLER OR EQUAL APPROVED BY ENGINEER.
PRECAST -
CONCRETE
COLLAR =,
FINISHED GRADE
6" GATE
VALVE & BOX
Z
WATER MAIN ,
' CONCRE ..� Asti
THRUST SLACK'40
rs' Ivr,
r
r
q a 6" DI
CONCRETE
3 SQ. FT. MIN. AREA THRUST BLOCK lo'-ow
HYDRANT ti G ' UNLESS OTHERWISE
TEE DIRECTED
NOTES:
4
w
Z
NOTE:
PAINTING SCHEDULE AS SPECIFIED BY
LOCAL WATER DEPARTMENT AUTHORITY.
00
WEEP HOLE
oo HOLD 2" BELOW BOLT
& NUT FOR SHOE
1 l-COMPACTED #57 STONE
v
, q
1. ALL JOINTS TO BE MECHANICAL JOINTS.
2. STAINLESS STEEL BOLTS TO BE USED AT BASE & DNNET.
3. INSTALLED GATE VALVE SHALL NOT BE PLACED ONSIDE SLOPES OF SWALES.
TYPICAL RRE HYDRANT ABLY
NOT TO SCALE
FIRE HYDRANT SHALL COMPLY IN ALL RESPECTS WITH AWWA
STANDARD C-502, LATEST REVISION
•3,000 P.S.I. CONCRETE,
4 SQ. FT. MIN. AREA AGAINST
UNDISTURBED SOIL (2,000 PSF SOIL)
(KEEP CONCRETE CLEAR OF THE
WEEP HOLE AND BOLTS)
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