11-06 Roadway Utility Construction Oversized Plans

BEN E T .� A CONSTRUCTION NOTES:
1) THE COr! RACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
OF ALL f-XISTING UTILITIES PRIOR TO CONSTRUCTION.
ABBREVIATIONS
SDIM H STORM DRAIN MANHOLE
FH FIRE HYDRANT
DI DROP INLET
CI CURB INLET
SSMH SANITARY SEWER MANHOLE
WIL WATER LINE
IE INVERT ELEVATION
RIM RIM ELEVATION OF STRUCTURE
LF
DIP
PVC
ELEV.
GV
MIN.
Y
HP
LP
CONC.
RCP
CMP
TB M
STA..
BOA,
NIP
LINEAR FEET
DUCTILE IRON PIPE
POLYVINYL CHLORIDE
ELEVATION
GATE VALVE
MINIMUM
TYPICAL
HIGH POINT
LOW POINT
CONCRETE
REINFORCED CONCRETE PIPE
CORRUGATED METAL PIPE
TEMPORARY BENCH MARK
STATION
BLOW OFF ASSEMBLY
NEW IRON PIPE
SLInsat
13each,
Carc>lina
e 1. ,,
NOT TO SCALE
FINAL DESIGN
NOT FOR CONSTRUCTION
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
� � F
1 � z. n
INDEX
COVER
INDEX
C-1 ROAD 1 STA. 10+00 TO 19+66.34
ROAD 2 STA. 10+00 TO 10+42.47
D-1 SITE WATER DETAILS
12005
DIVISIWI OF
COASTAL MANAGLIVIENT
OetltIff, Ire
ClA t? `O° ,
F.S S c����pf''`
SEAL _
024St?8
m

50' 0 50' 100'
5' d 5' 10'
1 INCH = 50' FT HORIZ
1 INCH = 5' FT VERT
FINAL DESIGN
NOT FOR CONSTRUCTION
f
� NdR
a
o
v 5\iE
CANAL �R
N s
s ` MAN SS
LEGEND
GENERAL NOTES_
1. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON
AS BEING EXACT OR COMPLETE. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION
OF ALL EXISTING UTILITIES. ANY CONFLICTS SHALL
BE BROUGHT TO THE OWNERS AND ENGINEERS ATTENTION
IMMEDIATELY.
2. SANITARY SEWERS SHALL BE LAID AT LEAST 10' LATERALL'
FROM THE EXISTING OR PROPOSED WATER MAINS UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT THIS, IN WHICH
CASE THE WATER MAIN IS LAID IN A SEPARATE TRENCH,
WITH THE BOTTOM OF THE WATER MAIN AT LEAST 18"
ABOVE THE TOP OF THE SEWER, OR THE WATER MAIN IS
LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
MAIN LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED
EARTH AND WITH THE ELEVATION OF THE BOTTOM OF THE
WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER.
5. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE
VERTICAL SEPARATION IS LESS THAN 18", THE SEWER
AND WATER MAIN SHALL BOTH BE DUCTILE IRON PIPE FOR
A DISTANCE OF 10' ON EACH SIDE OF THE CROSSING (20'
LENGTH CENTERED AT CROSSING — NO JOINTS). WHERE
WATER PASSES UNDER SEWER BOTH SHALL BE DUCTILE IROaj
PIPE.
CA
CL
SEAS
024908
I
G
6
�e�z�m-.•..—�sa+c-ia.a.-m�ssmaa�ve�.s-cz. —.. _
. Q
151 Poole Rd, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN :
J. BOYD
PROJECT �*
NUMBER 575-03
DESIGN J. BOYD
CHECK
D.Fennell
SCALE
I APPROVED
D.Fennell
DATE 12 AUG. 05
PROJECT NUN,!,:
6 7 5 - UJ
SHEET NUMBER

Y\
0
0
0"
S
sl
ENSI\
00
PROPOS5D (o" NATERLlNE\______ \/?k�'
G" TAPPING
SLEEVE AND
SADDLE
GV
CHANGE IN INFERVIOUS AREA
ADDED
1067.3
SO.
FT
REI-10VED
2064.5
SO.
FT
NET
-q97.2
SO.
FT.1
24
22
20
(o
iA.. ........
10
i
-------- --
(o
4
2
of. ....
—2
-4
_(o i
RATUM ELEV 1
-10.00 1
NATERLINE' DISTURBANCE
PVI STA = 13+65.47
PVI ELEV = 11.15
0 b
1 INCH = 50' FT HORIZ
1 INCH = 5' FT VERT
LON POINT ELEV = 6.54
LON POINT STA = 15+5q.35
PVI STA = 15+56.20
PVI ELE = (o 23
HIGH POINT ELEV = 10.32 A.D = 9.56 HIGH POINT ELEV = 8.63
HIGH POINT STA =
__17+65.16
K. 07 AlGH--P0INT­pTA = lq+34.41---
PVI STA= 17+75.05j i--__ "._­n I-STA- —t
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
RuAD I
0' vc
ROADVIA� CROSS-SECTION
NO, TO SCALE
G" AB-j "-2" ASPHALT
2--
12-
10 - --- --- —
-PROPOSED GRADE
0 X
GRADE
Lu
0-
Z er
Lo
+
ou
— -- — ------------
DATUM ELEV
_10.00
(N o Ln Lo (N t--
cn Lo Lo co '
CO. \&
18+00 lq+oo 10+00
ROAD 2
CONCRETE
CURB
L EGEND:
GENERAL NOTES:
11, EXISTING UTILITY INFORMATION 15 NOT TO BE RELIED ON
AS BEING EXACT OR COMPLETE. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION
OF ALL EXISTING UTILITIES. ANY CONFLICTS SHALL
BE BROUGHT TO THE OWNERS AND ENGINEERS ATTENTION
IMMEDIATELY.
12, SANITARY SEWERS SHALL BE LAID AT LEAST
EAST 10' LATERALL'j
FROM THE EXISTING OR PROPOSED WATER MAINS UNLESS
i LOCAL CONDITIONS OR BARRIERS PREVENT THIS, IN WHICH
CASE THE WATER MAIN IS LAID IN A SEPARATE TRENCH,
WITH THE BOTTOM OF THE WATER MAIN AT LEAST 18"
ABOVE THE TOP OF THE SEWER, OR THE WATER MAIN IS
LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
MAIN LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED
EARTH AND WITH THE ELEVATION OF THE BOTTOM OF THE
WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER]
3. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE
VERTICAL SEPARATION IS LESS THAN 18", THE SEWER
AND WATER MAIN SHALL BOTH BE DUCTILE IRON PIPE FOR
A DISTANCE OF 10' ON EACH SIDE OF THE CROSSING (20'
LENGTH CENTERED AT CROSSING — NO JOINTS). WHERE
WATER PASSES UNDER SEWER BOTH SHALL BE DUCTILE IRON
PIPE. 1
o
Z
&L SEAL s
024908
40--"
�'4 vis
M�
o -E j ZF- 4_1 f-Em-A, Li, Pf",
Enlvneerhivw n
151 Poole Rd, Suits 100
Belville, NC 28451
TEL [phone]
FAX [phone]
vvww.capefeareng.com
e'DRAWN
J. BOYD
PROJECT
NUMBER
675-0
DESIGN J. BOYD
CHECK:
D.Fennell
SCALE
1 "=50'
APPROVED
D.Fennell
DATE
12 AUG. O5
PLAN & PROFILE
ROAD 1 STA.10+00 TO 194-66.334
T& 'O� , __ 0 C,� TO
ROAD 2 q� t.k. I 9 v1 10+42.47
PRO,ECT NUMBER SHEET NUMBER
75®a C-1

41
50' 25' 0 50' 100'
GRAPHIC SCALE: 1 " = 50'
N/F
SUNSET BEACH TWIN
LAKES TOTAL PROPERTY BOUNDARY
i
DB 61I-58�i `-1'�NW 2.q ELEV (10-18-04) FIRST LINE OF VEGETATION
f�
PRIMARY DUNE
JINX'S CREEK
-� -�-- _ -OCEAN ERODABLE SETBACK
--- (60' SETBACK)
�- 75' AEC SETBACK
4 nlA "'D I/
t2) ID;
40010
®; j APPROX . LOCATION OF 2" B.O.A.
9
�\
APPROX . LOCATION EXISTING
WATER DETERS FH
SED 6" WATERLINE\--_ i . ,
- -._ �Iv --' ' ROAD 1 • S Of p15�"URBANGE �
IT
00
��
--WOO,
Jr'
F}� 10' PVT. D/W MT. W/ G'
ROAD FOR LOT c
ff 10.
IMPERVIOUS ALL hT-El:�_
-IN-ROADoTr.
TE
P TO �R� �TYF
INSTALLED @ �
TO BE REMOVED
0t
w �® 4 EXISTING WATER SERVICE STUBS
EXISTING 2`' v�ATERL INE
EXISTING WATER 6" WATERLINE 5 6 1 1.35 AC
SERVICE (TYP.) 4 8 0.142 AC.
TO BE ADDED
1.23 AC
a \`1 \ 2 0.142 AC.
� \ L� , �� A � REMOVE EX. 2 WL � ..
`. 1 \ � / INSTALL 6" WL IN 1.11 AC
SAME TRENCH I
\ \ 1.15 AC 0.142 AC. �`•
1.19 AC I 0.142 AC. . ,
\ \ \ \ \ 1.38 AC 1.29 AC 1.22 AC 0.142 AC.
\ \ \ \ \ 1.33 AC. 0.142 AC. 0.142 AC. 0.142 AC.
n.142 AC.
ISOMETRIC
'NOTE. IF WIRE FENCING IS OMITTED AND
ONLY SYNTHE77C FILTER FABRIC IS USED
THE WOODEN OR STEEL POSTS MUST BE
A MAXIMUM DISTANCE OF 6'.
LT CF- DETAI L
N/F
SUNSET BEACH THIN
LAKES
DB 61 I -S8q
J
i OCEAN ERC
(60' SETBit
I
A7--ANTIC
JI LDABLE PROJECT AREA
R I MARY DUNE
-1000 _*000
ROADWAY CROSS-SECTION
NOT TO SCALE
EX15TING 3 14' 51
GROUND
1/4'/FT EXISTING
f.............
GROUND
CONCRETE
CURS _
0 ABC J 2' ASPHALT
CONCRETE
CURB
GENERAL NOTES:
1. EXISTING UTILITY INFORMATION IS N TO BE RELIED ON
AS BEING EXACT OR COMPLE T SHALL BE THE
RESPONSIBILITY OF 7HE C ACTOR TO VERIFY LOCATION
OF ALL EXISTING U71 11 S. ANY CONFLICTS SHALL
BE BROUGHT E OWNERS AND ENGINEERS ATTENTION�/.-
IMM�A
---2- SANITARY SEWERS SHALL BE LAID AT LEAST 10' LA.ALLY I
FROM THE EXISTING OR PROPOSED WATER MAIf3-`UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENTjTHIS, IN WHICH
I --� CASE THE WATER MAIN IS LAID IN A-SEPARA fE TRENCH,
-120 LARGE STRUCTURE WITH THE BOTTOM OF THE WATER' MAIN AT LEAST 18"
5ETSACK ABOVE THE TOP OF THE S5WER, OR THE WATER MAIN IS
LAID IN THE SAME_TRENCH AS THE SEWER WITH THE WATER
MAIN LOCyI€S AT ONE SIDE OF A BENCH OF UNDISTURBED
h� __fffl?t-AND WITH THE ELEVA71ON OF THE BOTTOM OF THEE
C�' WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE .SEWER.
3. WHERE A WATER MAIN PASSES OVER A SEWER,,AND THE
VERTICAL SEPARATION IS LESS THAN 18", THE SEWER
,y AND WATER MAIN SHALL BOTH BE DUGTTCE IRON PIPE FOR
A DISTANCE OF 10' ON EACH SJDE OF THE CROSSING (20'
LENGTH CENTERED AT. NG - NO JOINTS). WHERE
WATER PASSES_JJNDER SEWER BOTH SHALL BE DUCTILE IRON
�p PIPE.
LOTS 1-10 ARE PRIOR LOTS OF RECORD. ALL BOUNDARY
AND CAMA DATA PROVIDED BY TOMPKINS LAND SURVEYING .
P.A. ASH, NORTH CAOLINA 28420 ON NOVEMBER 2004.
EXISTING CONDITIONS AND TOPOGRAPHY VERIFIED BY CAIP'E
FEAR ENGINEERING, BELVILLE, NORTH CAROLINA, ON
SEPTEMBER 2005.
5. MEAN HIGH WATER WAS LOCATED BY TOMPKINS LAND
SURVEYING P.A. ASH, NORTH CAROLINA 28420 PIN
OCTOBER 18, 2004.
6. ALL WORK TO BE DONE WITHIN PRIOR LOTS OF RECORD.
10 NO WETLANDS WERE DELINIATED VITµ}N- MITS OF
DISTURBANCE (.LOD)- RESPIUN-SIBILITY FALLS ON INDIVIDUAL
LOT S RESPONSIBILITY TO VERIFY WETLAND LOCATION
IF FUTURE WORK IS TO BE DONE OUTSIDE OF THE LOD. e
1.42 AC / N/F
SUNSET BEACH{ TW 1 N /
0.142 AC. LAKES _
i
0000 4000
CP
on' LARGE STRUCTURE SETBACK
FIRST LINE O VEGETATION
i
75' AEC SETBACK �
\ - *� 0001-
TOTAL PROPERTY BOUNDARY
N-IW 2.9 ELEV (10-18-04)
BUILT UPON AREA CHART
10 LOTS 0 .142 ac.
= 1.42 ac
EXISTING IMPERVIOUS
(STREET)
= 0.57 ac
PROPOSED IMPERVIOUS
(STREET)
= 0.02 ac
TOTAL
= 2.01 ac
TOTAL PROJECT AREA =
12.69 ac
TOTAL BUILDABLE AREA
= 7.94 ac
% IMPERVIOUS AREA
BUILDABLE AREA
2.01 ac (100) =
25.07.
7.94 ac
TOTAL PROJECT AREA
2.01 ac (100) =
15.8%
12.69 ac
Ca3
c7
NAL fl�
� GA
a ON
G OGFp„l,
o
L
1.33 AC
TOTAL ACREAGE I
0.142 AC
IMPERVIOUS AREA I
s
r_l_ /.95
EXISTING ELEVATION
-c�------G--
SILT FENCE
75' AEC SETBACK
TOTAL PROJECT AREA
BUILDABLE PROJECT AREA
--- _._
PRIMARY DUNE
D j NEW 1ST LINE OF VEG., SETBACKS, SUAAOT JNW
12/14/20
JNW
C REVISED PER NCDENR COMMENTS I 10 B ISSUED FOR STORMWATER REVIEW j- JNW
ISSUED FOR CLIENT REVIEW 8 19 /0
REV. rREV.B�'
� i DESCRIPTION (DATE �
REVISIONS
,s9�59$n963S3ido?$as°j�g 4 �6..�'y,�a-°
C�` ~�
024908
d
DRAWN
J. BOYD
PROJECT
NUMBER 675-03
DESIGN J. BOYD
CHECK
D.Fennell
SCALE : 1"=50'
APPROVED :
D.Fennell
DATE : 12 SEPT. 05 M
STORMWATER AND
EROSION CONTROL PLAN
PROJECT NUMBER SHEET NIUMBEj

FIRE HYDRANT W1 4 1/2"
PUMP CONN. FACING
ROADWAY
BURY LINE
COMPACTED BACKFILE---
8 CU. FT. GRAVEL
OR CRUSHED STONE
WEEP HOLE
TO REMAIN OPEN
CONCRETE BLOCKIN
F�ilY.
12"x12"x4" CONCRETE
COLLAR
FINISH GRADE
l'-0"MIN.
(TYPICAL 6" M.J. GATE VALVE
\W/ VALVE BOX & LID N
o°'° ° ° c® TEE
°� ° ° '
o 6" DIP
°
Ro
¢ o°O°® I/� �� �/4" GALVANIZED RODS
\� a\r/� EACH SIDE OF PIPE CONC. BLOCKING
WATER MAIN
F I RE H\\I'L�RA,NT DETAIL
NOT TO SCALE
LOCKLESS
CAST IRON METER
YOKE BOX WITH DUAL
CHECK VALVE AND INLET
KEY VALVE
(YLHC 141-243-RL)
OR APPROVED EQUAL
5/8" x 3/4" KENT C700 WATER METER
k7
SIZE
4"
6"
8„
loll
12"
16"
NOTE: BASED ON 100 P.S.I. STATIC PRESSURE PLUS AWWA WATER HAMMER
ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
FORCE MAIN THRUST BLOCK DETAIL_
90-BENDS
A B
45-BENDS
A B
122.5*BENDS
A B
TEES
A B
PLUGS
C D
10" 10"
6" 10"
6" loll
10" 10"
10" 21 "
16" 12"
9" 12"
6" 12"
12" 12"
10" 21"
22" 16"
12" 16"
8" 16"
16" 16"
12" 29"
26" 20"
14" 10"
10" 20"
20" 20"
24" 48"
29" 24"
16" 24"
11 " 24"
11 " 24"
24" 48"
38" 30"
21" 30"
12" 30"
30" 30"
24" 48"
READING LID
(HINGED CAST IRON FLAP)
LABELED "WATER METER"
t- ROAD SHOULDER
-DITCH
FORD F1000 CORP.STOP
SERVICE LINE, FROM TAP (SEE SPECS. FORD S70-604
FOR SADDLE & OTHER REQUIRED COMPONENTS) I N \ SERVICE SADDLE
4i:;?ii:.: ii::•?::; ;3ii: Yn
E:;:;;:> ;:;:;•;;::;•;:•:::;:;:::;:. ,\ 1" C TS POLY TU B I N G
1" CTS 200 PSI SDR 9
J__ SERVICE
BLOCK SUPPORT OR #57 WASHED STONE
STONE AS NEEDED AS REQUIRED
NOTES:
1. INSTALLATION REPRESENTED IS BASED ON BRUNSWICK COUNTY REQUIREMENT
`W 'ER METER TO BE INCLUDED IN PROJECT PER BRUNSWICK COUNTY ENGINEERING.
2. AI THREADED FITTINGS SHALM BE INSTALLED USING TEFLON TAPE.
3, YOKE ASSEMBLY AND BACK FLOW PREVENTER TO BE PROVIDED
WITH YOKE BOX.
4. CONTRACTOR SHALL PLACE METER BOX IN NON -TRAFFIC AREA.
TYPICAL 3/4" WATER SERVICE ASSEMBLY
NOT TO SCALE
RETAINER GLANDS (T;AI
M.J. 45' BEND (D.I.P.
STORM D
D.I.P _
N D.I.P.
E JOINT OF D.I.P.
M.J. 45' BEND (D.I.P.
D.I.P.
CONC. BLOCKING NOTE:
RETAINER GLANDS (TYP.) - PLACE CONC. BLOCKING SUCH THAT IT WILL
NOT INTERFERE WITH REMOVAL OF BOLTS.
- IF SEPARATION IS 18" OR MORE, D.I.P. NOT REQUIRED.
WA -ER MAIN & STORM DRAIN CROSSING
NOT TO SCALE
REaATIONSHIP OF WATER & SEWER MAINS
THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE NORTH CAROLINA
ADMINISTRATIVE CODE, RULES GOVERNING PUBLIC WATER SYSTEMS, TITLE 15A NCAC
18C,C906.
GENERAL _NOTES:
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS FROM THE UTILITY COMPANY AND. WHERE
POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS cEING =XACT
OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL E STING
UTILITIES. ANY CONFLICTS SHALL BE BROUGHT TO THE OWNERS AND ENGINEERS ATTENTION IMMEDIATE_".
2. SANITARY SEWERS SHALL BE LAID AT LEAST 10' LATERALLY FROM THE EXISTING OR PROPOSED
MAINS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT THIS, IN WHICH CASE THE WATER MAIN S LA IN A
SEPARATE TRENCH, WITH THE BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SERER.
OR THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED A- DNE
SIDE OF A BENCH OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER AIN AT
LEAST 18" ABOVE THE TOP OF THE SEWER.
3. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE VERTICAL SEPARATION IS LESS THAN 18', THE
SEWER AND WATER MAIN SHALL BOTH BE DUCTILE IRON PIPE FOR A DISTANCE OF 10' ON EACH SIDE OF THE
CROSSING (20' LENGTH CENTERED AT CROSSING - NO JOINTS). WHERE WATER PASSES UNDER SEWER BOTH
SHALL BE DUCTILE IRON PIPE.
4. WATER A;ND SEWER SERVICES TO BE LOCATED 12" FROM THE PROPERTY CORNER. WHEN SERVICES ARE PLACED
AT PROPERTY CORNERS THAT HAVE AN EASEMENT, THEY ARE TO BE PLACED ON THE EASEMENT LINE; TYPICALLY
TEN (10) FEET FROM THE PROPERTY CORNER WHERE THIS APPLIES.
5. ALL WATERLINES AND SEWERLINES TO HAVE A MINIMUM OF 36" OF COVER FROM THE ELEVATION OF THE
PROPOSED FINISH GRADE.
WATER MAIN
SERVICE CLAMP
GATE VALVE
W/FIPT
CONCTHRUST
MECHANICAL
4COL�L�AR (3000
^
P.S.I.) JOINT W/
TAPPED PLUG
4'-O" t
B
I CONC.
THRUST
A
,�• COLLAR
(3000 P.S.I.)
o' ;' :;::::
-TRENCH
Q
• D.I.P.
WALL
v MAIN
TAMPED
a
................:::.:.:.....
BACKFILL
UNDISTURBED
'SECTION
ANCHOR
C
D.I.P.
RING
MAIN
SCHEDULE
PIPE DIAMETER
CONCRETE THRUST COLLAR
ANCHOR COLLAR
RINGS REQUIRED
A
f3
C
1'-0"
2"
ONE
16"
1'-4"
1I_011
ONE
20"
1'-4"
1�0"
3"
ONE
24"
1'-4"
1'^0"
30"
l'-4"
V-2"
36„
1,-4„
1,-4„
3" Two REINFORCING
4" TWO NOTE:
6' TO 16" MAINS = 12-NO. 7 BARS
4" TWO 20" TO 36' MAINS = 12-NO. 8 BARS
BARS PLACED AS SHOWN
THRUST COLLAR
NOT TO SCALE
ASTM A- 36 STL.
SPIDER 'SUPPORT
6'-0" O.C. APPROVED
BY ENGINEER
STAINLESS STEEL
STRAPPING �-
DUCTILE IRON -�
CARRIER PIPE
STEEL ENCASEMENT PIPE
ENCLOSE ENDS WITH
/ 8" BRICK MASONRY
SLOPE TO RAINAGE GRAVEL
DRAIN (10 CU.FT. STONE)
ELEVATION STEEL SPIDER, APPROVED
NOTE BY ENGINEER
1. "SPIDERS" MAY BE USED IN PLACE
OF SKIDS AND STRAPPING. CARRIER PIPE
2. CARRIER PIPE
TO BE DUCTILE WITH PUSH JOINTS. COATED OR CATHODICALLY
PROTECTED STEEL CASING PIPE
(0.188 WALL THICKNESS)
SECTION
STANDARD BORE ENCASEMENT
NOT TO SCALE
VALVE BOX
s
2" BRASS CAP
2" BRASS NIPPLE
2" SCH. 40 FIPT x
SLIP PVC ADAPTER
2" SCH, 40 PIPE
2" SCH. 40 PVC PIPE �- 2" SCH. 40 PVC 90' BEND
^1!" THRUST BLOCKING
2" BRASS NIPPLE - 2" SCH. 40 FIPT x SLIP PVC ADAPTER
(EACH SIDE)
BLOCKING MIN.= 1 SQ. FT.
NOTE: SEE SPECIFICATIONS FOR DISCUSSION OF
VALVE & VALVE BOX SUPPORT IN SOILS OTHER
THAN LOOSE DRY SAND
BLOWOFF ASSEMBLY
NOT TO SCALE
VALVE BOX
COVER z
TYP. FINISHED GRADE �
IN PAVED AREAS z 2, TYP. FINISHED GRADE
� 2'-0"
_ IN UNPAVED AREAS
! I !
BASE COURSE
VALVE BOX St
NOT CONTACT
PIPE OR VALV
a4
a VALVE BOX
COVER
A .
J
A a.
a a
CONCRETE El ASEMENT
3000 P.S..
GATE VALVE J ;;=-:. BLOCKING MIN.= 1 SQ. FT.
PLAN
NO CONCRETE SHALL TOUCH BOLTS OR
SECTION GLANDS, WRAP BOLTS & GLANDS W/VISQUEEN
STANDARD VALVE BOX INSTALLATICN
NOT TO SCALE
NOTES:
1. VERTICAL PIPE AND ALL FITTINGS SHALL BE SCH. 40
PVC UNLESS OTHERWISE NOTED.
2. SLOPE FINISH GRADE TO DRAIN AWAY FROM BOX.
3. PROVIDE SCH. 40 PVC REDUCER AS REQUIRED FOR TERv --ING
PRESSURE SEWER GREATER THAN 2". AT LEAST ONE = __ _'INT
(NO SHORT SECTIONS) OF PRESSURE SEWER SHALL BE
DOWNSTREAM OF REDUCER.
CONCRETE COLLAR (3000 PSI)
OR APPROVED PRECAST COLLAR
0
I
VALVE BOX SHOULD NOT CONTACT N
VALVE OR MAIN. PLACE PEA GRAVEL
UNDER BOX FOR SUPPORT
CONTRACTOR SHALL USE TIE RODS TO
SECURE VERTICAL BENDS
SHIM AS NECESSARY
BOTTOM
: .
MIN. 1-1 /2"
.
CU. YD. .....:-..::::::: /
OF CONCRETE//....
:...: �\
PROVIDE TAR PAPER JOINT
BETWEEN THRUST BLOCK AND UNDISTURBED
PIPE BEING ANCHORED. EARTH
VERTICAL BEND
NOT TO SCALE
MINIMUM RESTRAINING JOII`
NOM. PIPE
DIA. (IN.)
90'
BEND
45'
BEND
22 1/2'
BEND
BRA
12"
24'
10'
5'
1
16"
44'
13'
6'
1
18"
34'
14'
7'
1
IOX' ENCLOSURE
ETE SLAB
BACKFLOW PREVEN TER
NOT TO SCALE
A
DIMENSIONS
B
(INCHES)
WEIGHT (LBS)
SIZE
A
UNION BALL
VALVES
LESS
BALL VALVES
C D
E F
G
LESS
BALL VALVES
WITH
BALL VALVES
10.0
12.0
3/4" 12.00 12.00 7.75 2.10 3.00 ... : 5.00 15.75
ill
13.00
13.00
7.75
2.10 3.00
3. 5.00
15.75
10.0
13.0
1 1 /4"
17.00
17.00
10.92
2.70 3.50
5.00 16.70
22.00
22.0
26.0
1 1/2"
17.40
17.40
10.92
2.70 3.50
5. �.70
23.14
22.0
26.0
2"
18.50
18.50
10.92
2.70 3.50
: = 70
25.50
22.0
33.0
BACKFILL
INITIAL BACKFILL
(CLASS I, II OR
SM & SC
SOILS)
BEDDING
(CLASS I, II OR
SM & SC
SOILS)
NON -RIGID PIPE
TRENC -i DETAIL
NO- TO SCALE
HAUNCHING
(CLASS I, II OF!
SM do SC
SOILS)
NOTE:
ALL WATER LINE TO BE
NARKED C-900-DR-14
200 PSI - UNLESS
DUCTILE IRON PIPE IS USED
FINAL DESIGN
NOT FOR CONSTRUCTION
i
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q�®� ® CAS
0
SEAL"
024908
DRAV N :
J,
BOYD
PROJECT
NUMBER 675-03 �
DESIGN J. BOYD
CHECK
D.
FENNELL
SCALE : NOTED s
APPROVED :
D.
FENNELL
DATE 12 AUG. 05 \
o
PROJECT NUMBER SHEET NUMBER
675--03