SW8931220_APPROVED PLANS_19940204

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 g3izzo
DOC TYPE
❑ CURRENT PERMIT
x❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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YYYYMMDD

RI�
WNTIN
_ COLONY
M.P. 25, FG,199
RB ZONE
I
273876-78
EDGE OF
EXIST. PAVEMENT
ELEV. 9.40t
NOTES:
1. TOPOGRAPHIC SURVEY DATA COMPLIED FROM ACTUAL
PARKER & ASSOCIATES TOPOGRAPHIC SURVEY CONDUCTED
THROUGH NOVEMBER, 1993.
2. CONTACTOR TO INSTALL SILT FENCE PRIOR TO CONSTRUCTION
PHASE TO PREVENT SEDIMENT LEAVING SITE.
3. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED WITHIN
30 DAYS OF COMPLETION OF WORK.
4. SEE EROSION AND SEDIMENTATION CONTROL NARRATIVE FOR
ADDITIONAL INFORMATION.
5. NO WORK IS ALLOWED WITHIN THE WETLANDS AREAS
IDENTIFIED ON THIS PLAN.
6. SEE PLAN AND PROFILE SHEETS AND DETAIL SHEETS FOR
ADDITIONAL INFORMATION.
LEGEND
■ —
Existing Concrete Monument
O —
R.R. Spike — Exist. Railroad Spike
— let Line of Vegetation
— R/W — Right—of—way
— q — Centerline
Ol
— Curve Number
O—
Lot Number
— Wetlands Delination Line
• • • ......2......
• •— Existing Contour
xlf�
— Proposed Spot Elev.
—x—x—x—x—x—x—x—
— Silt Fence
Opp
— Power Pole
— Proposed Items
For Construction
Cron .EFFITY5
ff. &
28, 2W, PC4. 59C
ATLA i IC FIELD BOOK: OCEAN SOUND VILLAGE PG. 2-28
0/"C /t� I - - DISK NAME: ACAD 173A
ll�ill�m FILENAME: OCSDVGEN.DWG ZLF
JOB NO.: C930924—G1515
VICINITY SKETCH
ATLANTIC INTRACOASTAL WATERWAY
i
NOT TO SCALE
PRINTED 12-,23-93 ky7p
PARKER & ASSOCZATES ZNC
CONSULTING ENGINEERS LAND SURVEYORS LAND PLAM4ERS
P. O. BOX 976 J.3C 3.DNVILLE NC 28541-0976
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DEC 2 8 1993
-nT 931Z20 = -
GENERAL GRADING, DRAINAGE & "`
EROSION CONTROL PLAN, SHEET 3 OF 9
0 CEAN- S 0 UND VILLAGE
STUMP SOUND TWP., NORTH TOPSAIL BEACH, ONSLOW CO., NORTH CAROLINA
OWNER: OCEAN SOUND VILLAGE CORP
1200 NORTH FEDERAL HWY., SUITE 307
BOCA RATON, FL. 33432
[phone]
DATE: 12-13-93 0 30 60 120 180
SCALE: 1 »=60' FEET
Parker & Associates, Inc. �,>:+� $���,
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
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Phone [phone] - Fax [phone]
FILENAME OCSDVPP7
DATE 12-23-93
SCALE HORT: 1"=40'
DRAWN ZLF
DESIGNED GRM
JOB NO.
VERT. 1'=4'
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DISK ACAD 173D
Phone [phone] - Paz [phone]
FILENAME OCSDVPP2
DATE 12-23-93
SCALE HORT:t"=40'
DRAWN ZLF
DESIGNED
GRM
JOB NO.VERT:1'=4'
C930924-G1515

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OCEANVIEW LANE EAST PLAN &
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200 NORTH
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FEDERAL HWY., SUITE 307
RATON, FL. 33432
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STUMP SOUND TWP., NORTH TOPSAIL BEACH, NORTH CAROLINA
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SHEET NO.
7 of 9
Consulting Engineers -Land Surveyors -Land Planners
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
DISK ACAD 173D
Phone [phone] - Fax [phone]
FILENAME OCSDVPP
DATE 12-17-93 SCALE HORT. 1"=40' DRAWN ZLF
VERT. 1'=4'
DESIGNED GRM
JOB NO.
- 1
_ --- -

MUELLER CENTURION MODEL
A 421 FIRE HYDRANT WITH
1-4 1/2" PUMPER NOZZLE
AND 2-2 1/2" HOSE NOZZLES
0
REINFORCED CONCRETE COLLAR
2"1 18" x 18" x 6"
w DEWEY BROS. VBX—TE-100
0 VALVE BOX OR APPROVED EQUAL
0 0
0 6" GATE VALVE
w gecpC o)00
D
qod', M.J. LOCKED HYDRANT
,0 TEE OR TEE WITH
O APPROVED PIPE
RESTRAINT
1 ,
♦ i �
PAVEMENT OR VALVE BOX COV�R
FINISH GRADE
12" MAX.
TAMPED EARTH THREADED COUPLING
FOR CAP OF 2" CAP
VALVE BOX — BLOW —OFF
2" PIPE
24" LONG 2"
BRASS NIPPL 24" LONG 2"
PIPE NIPPLE 2" CI 90'
BEND
WATER MAIN (THREADED)
#67 STONE CONCRETE
2" GATE ,VALVE (IRON BODY) BLOCKING
MECHANICAL JOINT
THRUST COLLAR CI PLUG TAPPED 2"
NOTE,
NO PLASTIC ❑R GALVANIZED SCREW FITTINGS BEFORE VALVE,
MAINS LARGER THAN 12', USE 6' BLOW —OFF ASSEMBLY. NO PLASTIC
SCREW FITTINGS PERMITTED IN ASSEMBLY,
CONCRETE THRUST BLOCK ' //\0 BLOW -OFF ASSEMBLY DI
PLACED AGAINST //��
UNDISTURBED EARTH NOT TO SCALE
R/W
CONSTRUCTION
ENTRANCE
PROFILE
`—M.J. LOCKED HYDRANT
ADAPTOR OR APPROVED PIPE
MIN. OF 3 CUBIC FEET OF
CRUSHED STONE FOR DRAINAGE
TYPICAL HYDRANT SETTING (SECTION)
NOT TO SCALE
EXISTING ROAD
(SEE NOTE)
50' MIN.
LENGTH
R/W
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications
1. Stone size — Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2' to 1-1/2"). Use
crushed stone.
2. Length — As effective, but not less than 50 feet.
3. Thickness — Not less than six (6) inches.
4. Width — Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing — When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right—of—
way. When washing is required, it shall be done' on an
area stabilized with crushed stone which drains Into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm draln, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance — The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights —of —way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or eleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights —of —way must be removed
immediately.
I�
6' DITCH
?. I
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.yam/
NOTE: ALL BLOCKING TO BE 2500 LB. CONCRETE.
TYPICAL BLOCKING DETAILS
1"
50' RIGHT—OF—WAY
20PAVEMENT —
1/4" PER FT. MIN. Y
L— 6" A.B.C.
1
COMPACTED EARTH 1/2" B.C.S.C.
6' MIN.
SHOULDER
6"
S.T.B.C. OR A.B.C.
10' MIN.
N.C.S. 1568
10' MIN.
3' MIN.,
24" MIN. O
EXIST. 12' WATER MAIN
L EXIST. 10" S.F.M. 6" GATE VALVE
RESTRAINING RODS
6" P.V.C. WATER
52 L.F. 12" DIA. STEEL CASING
►r_�u:�:rz
�— DUCTILE IRON PIPE
90 ' BEND
DUCTILE IRON PIPE
��— 90 BEND
NOTE: Contractor shall verify location and depth of existing sewage
force main and water main prior to beginning construction.
WATER MAIN
REVERSE TAP & BORE DETAIL
NOT TO SCALE
LOCAL RESIDENTIAL
ROAD CROSS SECTION 1
D.O.T. STANDARD
STRIP PAVED SUBDIVISION STREETS " L
I
1
TERRAIN
MAX. SLOPE
LEVEL
2:1
ROLLING
2:1
HILLY
1-1/2:10
j 35'
SLOPE AS REQUIRED
6" CABC
�— THRUST BLOCKING
D.I. TO P.V.C. ADAPTOR
6' 5' 4'
'ER FT. 3• .
7 OF
-1 1/2" BCSC
SYMMETRICAL CUL-DE-SAC
NO CURB AND GUTTER
NOT TO SCALE
SLOPE SLOPE LENGTH (FT.)
<2% 100
2 TO 5% 75
5 TO 10% 50
10 TO 20% 25
>20% 15
REF: EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
NOTE: BURLAP SHALL
NOT BE USED.
4
DIRECTION OF
RUN OFF FLOW WOODEN POST
WELDED WIRE MESH
BACKFILL
EROSION & SILTATION
CONTROL FABRIC �,_ L
WELDED WIRE MESH
. GROUND LINE
/�N
12" ,�/�i ��/
/
24" MIN.
EXTRA DEPTH REQUIRED
FOR NON —STABLE SOILS
i
SECTION VIEW
TYPICAL INSTALLATION OF SILT FENCE
NOT TO SCALE

WtW ONN
_ COLO _
M.P. 25, F& 199
K8 zow
EDGE OF
EXIST. PAVEMENT
ELEV. 9.40f
NOTES:
1. TOPOGRAPHIC SURVEY DATA COMPLIED FROM ACTUAL
PARKER & ASSOCIATES TOPOGRAPHIC SURVEY CONDUCTED
THROUGH NOVEMBER, 1993.
2. CONTACTOR TO INSTALL SILT FENCE PRIOR TO CONSTRUCTION
PHASE TO PREVENT SEDIMENT LEAVING SITE.
3. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED WITHIN
30 DAYS OF COMPLETION OF WORK.
4. SEE EROSION AND SEDIMENTATION CONTROL NARRATIVE FOR
ADDITIONAL INFORMATION.
5. NO WORK IS ALLOWED WITHIN THE WETLANDS AREAS
IDENTIFIED ON THIS PLAN.
6. SEE PLAN, -AND PROFILE SHEETS AND DETAIL SHEETS FOR
ADDITIONAL INFORMATION.
LEGEND
■ — Existing Concrete Monument
O — R.R. Spike — Exist. Railroad Spike
— 1st Line of Vegetation
— R/W — Right—of—way
— — Centerline
Curve Number
0
— Lot Number
— Wetlands Delination Line
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XE. — Proposed Spot Elev.
—x—x—x—x—x—x—x-- Slit Fence
Opp — Power Pole
— Proposed Items
For Construction
I PRINTED 12 cU 93 v/P
a= .Y5 PARSER & ASSOCIATES INC
ef' & CONSULTING ENGINEERS LAND SURVEYORS LAND pLANNERN
!B, Zo2, FC4. S90 P. O. Roz 976 JAC%SONVMU NC 28541.0976
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GENERAL GRADING, DRAINAGE &
EROSION CONTROL PLAN, SHEET 3 OF 9
0 CEAN- S 0 UND VILLAGE
STUMP SOUND TWP., NORTH TOPSAIL BEACH, ONSLOW CO., NORTH CAROLINA
OWNER: OCEAN SOUND VILLAGE CORP
1200 NORTH FEDERAL HWY., SUITE 307
BOCA RATON, FL. 33432
[phone]
DATE: 12-13-93 0 30 60 120 180
MEN SEE INE
SCALE: 1 „=60' FEET
AILA nc
OCEAN
Parker & Associates, Inc.
BOOK: OCEAN SOUND VILLAGE PG. 2-28
DISK Consulting Engineers - Land Surveyors - Land Planners
DISK NAME: ACAD 173A FlLENAME:OCSDVGEN.DWG ZLF P.O. Box 976 - Jacksonville, North Carolina - 2e541-0M
JOB NO.: C930924—G1515 Phone [phone] — Fax [phone]

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FILENAME OCSDVPP7
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DATE 12-23-93
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VILLAGE
STUMP SOUND TWP., NORTH TOPSAIL BEACH, NORTH CAROLINA
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FILENAME OCSDVPP2
DATE 12_23-93
SCALE HORT:1 =40'
VERT:1'=4'
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STUMP SOUND TWP., NORTH TOPSAIL BEACH, NORTH CAROLINA
0+00
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Parker & Associates, Inc.
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O. 9
SHEET NO
7 of—
Consulting Engineers - Land Surveyors - Land Planners
—
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
DISK ACAD 173D
Phone [phone] - Fax [phone]
FILENAME OCSDVPP
DATE 12-17-93 SCALE HORT: 1'=4o' BRAWN ZLF
DESIGNED GRM
JOB NO.
VERT: t'=4'
C930924-131515

{
MUELLER CENTURION MODEL
A 421 FIRE HYDRANT WITH
1-4 1/2" PUMPER NOZZLE
AND 2-2 1/2" HOSE NOZZLES
REINFORCED CONCRETE COLLAR
2"I 18" x 18" x 6"
0
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0 o VALVE BOX OR APPROVED EQUAL
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00 g0 lo4> o0
gOd°°� Po $ / M.J. LOCKED HYDRANT
° 'W — TEE OR TEE WITH
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CONCRETE THRUST BLOCK
PLACED AGAINST
UNDISTURBED EARTH —
\—M.J. LOCKED HYDRANT
ADAPTOR OR APPROVED PIPE
MIN. OF 3 CUBIC FEET OF
CRUSHED STONE FOR DRAINAGE
TYPICAL HYDRANT SETTING (SECTION)
NOT TO SCALE
EXISTING ROAD
R/W R/W
SO' MIN.
LENGTH
CONSTRUCTION
ENTRANCE
PROFILE
(SEE NOTE)
PLAN VIEW_
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications
1. Stone size — Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2'). Use
crushed stone.
2. Length — As effective, but not less than 50 feet.
3. Thickness — Not less than six (6) inches.
4. Width — Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing — When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right—of—
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance — The entrance shall be maintained In a
condition which will prevent tracking or flowing of
sediment onto public rights —of —way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights —of —way must be removed
immediately.
Ir
6' DITCH
�I
NOTE, ALL BLOCKING TO W 2500 LB. CONCRETE.
TYPICAL BLOCKING DETAILS
50' RIGHT—OF—WAY
20' PAVEMENT —
1/4' PER FT. MIN.
I
4— 6" A.B.C.
COMPACTED EAR'
PAVEMENT OR
VALVE BOX COVER
FINISH GRADE
12" MAX.
TAMPED EARTH
THREADED COUPLING
FOR CAP OF
j
2" CAP
T
VALVE BOX
BLOW —OFF
2" PIPE
24" LONG 2"
BRASS NIPPL
24" LONG 2"
'
PIPE NIPPLE
2" Cl 90'
•''
BEND
=;-
WATER MAIN
(THREADED)
"
#67 STONE
CONCRETE
VTHRUST
2" GATE VALVE (IRONY
BODY)
BLOCKHJG
MECHANICAL JOINT
COLLAR
Cl PLUG TAPPED 2"
f
1 1/2" B.C.S.C.
1 LOCAL RESIDENTIAL
ROAD CROSS SECTION
D.O.T. STANDARD
STRIP PAVED SUBDIVISION STREETS
f
NOTE,
,
NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE.
MAINS LARGER THAN 12', USE 6' BLOW —OFF ASSEMBLY, NO PLASTIC
SCREW FITTINGS PERMITTED IN ASSEMBLY,
LOW -OFF ASSEMBLY DETAIL (SECTION)
NOT TO SCALE
� t r
�
10' MIN. N.C.S.I. 1568 1 10' MIN.
6'
•
6' MIN.
SHOULDER
a
S.T.B.C. OR A.B.C.
•
3! MIN.,
MIN. O
EXIST. 12 WATER MAIN
L EXIST. 10" S.F.M. 6" GATE VALVE
RESTRAINING RODS
VALVE BOX
DUCTILE IRON PIPE
90 ' BEND
DUCTILE IRON PIPE
90 ' BEND
6" P.V.C. WATER THRUST BLOCKING
52 L.F. 12" DIA. STEEL CASING D.I. TO P.V.C. ADAPTOR
NOTE: Contractor shall verify location and depth of existing sewage
force main and water main prior to beginning construction.
WATER MAIN
REVERSE TAP & BORE DETAIL
NOT TO SCALE
P
/ SO
I I
1 P I
5 R
ti \ R
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I I
I I
I I
13.5' I 20' I
I
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45
I' R/W •I
35'
6' 1 5' 1 4
I
SLOPE AS REQUIRED
1"PER FT.
37
6" CABC
TERRAIN MAX. SLOPE 1 1/2" BCSC
LEVEL 2:1
ROLLING 2:1
HILLY 1-1/2:1
SYMMETRICAL CUL-DE-SAC
NO CURB AND GUTTER
NOT TO SCALE
SLOPE SLOPE LENGTH (FT.)
<2% 100
2 TO 5% 75
5 TO 10% 50
10 TO 20% 25
>20% 15
REF. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
NOTE: BURLAP SHALL
NOT BE USED.
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
'•01
DIRECTION OF
RUN OFF FLOW WOODEN POST
WELDED WIRE MESH
BACKFILL�
EROSION & SILTATION
CONTROL FABRIC
s
- GROUND LINE
/. i / :•'
//•`
/
24" MIN.
EXTRA DEPTH REQUIRED
\�\\�
\
FOR
NON —STABLE SOILS
SECTION VIEW
TYPICAL INSTALLATION OF SILT FENCE
NOT TO SCALE
r.
r

coww
i_
A 25, PG,199
0 zow
I
M
N 2731176,78 NIOTES: r
/ E 2474151.80 1. TOPOGRAPHIC SURVEY DATA COMPLIED FROM ACTUAL
PARKER & ASSOCIATES TOPOGRAPHIC SURVEY CONDUCTED
MATCH EXISTING THROUGH NOVEMBER, 1993.
EXIST. PAVEMENT 2. CONTACTOR TO INSTALL SILT FENCE PRIOR TO CONSTRUCTION
P.K. NAIL ELEVATION PHASE TO PREVENT SEDIMENT LEAVING SITE.
N.P.K. ,� 3. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED WITHIN
7 B o, 30 DAYS OF COMPLETION OF WORK.
y A'FtiT EDGE OF 4. SEE EROSION AND SEDIMENTATION CONTROL NARRATIVE FOR
EXIST. PAVEMENT ADDITIONAL INFORMATION.
6. 2� b ELEV. 9.40f 95. NO WORK IS ALLOWED WITHIN THE WETLANDS AREAS
0 IDENTIFIED ON THIS PLAN.
^ P 6. SEE PLAN AND PROFILE SHEETS AND DETAIL SHEETS FOR
ADDITIONAL INFORMATION.
LEGEND
■ — Existing Concrete Monument
O — R.R. Spike — Exist. Railroad Spike
— 1st Line of Vegetation
— R/W — Right—of—way
— rt — Centerline
C 1 — Curve Number
0—
Lot Number
...........2......
tt'._J
oPP
aOU OF11TY5
ef. &
VA 202, PG, 590
RZO ZOPE
A11."C FIELD BOOK: OCEAN SOUND 11LLAGE PG. 2-28
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I DISK NAME: ACAD 173A
/VV FILENAME: OCSDVGEN.DWG ZLF
JOB NO.: C930924—G1515
— Wetlands Delination Line
— Existing Contour
— Proposed Spot Elev.
— Silt Fence
— Power Pole
— Proposed Items
For Construction
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PARKER & ASSOCIATES INC
CONSULT114C ENGINEERS LAND SURVEYORS LAND PLANNERS
P. O. BOX 976 TACXSONViLLE NC 23541.0976
DEC 2 9 1993
DEM
,n� � 9312Z0
GENERAL GRADING, DRAINAGE &
EROSION CONTROL PLAN, SHEET 3 OF 9
0 CEAN- S 0 UND VILLAGE
STUMP SOUND TWP., NORTH TOPSAIL BEACH, ONSLOW CO., NORTH CAROL
OWNER: OCEAN SOUND VILLAGE CORP
1200 NORTH FEDERAL HWY., SUITE 307
BOCA RATON, FL. 33432
[phone]
DATE: 12-13-93 0 30 60 120 180
SCALE: 1 „=60' FEET
Parker & Associates, Inc. ;r?," Ha,y-,
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
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OCEAN —SOUND D
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OCEAN SOUND VILLAGE CORP
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200 NORTH FEDERAL HWY., SUITE 307 VILLAGE
AGE
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BOCA RATON, FL. 33432
[phone]
STUMP SOUND TWO., NORTH TOPSAIL BEACH, NORTH CAROLINA
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parker & Associates, Inc.
SHEET N0,
5 of 9
Consulting Engineers -Land Surveyors -Land Planners
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
DISK ACAD 173D
Phone [phone] - Fax [phone]
FILENAME OCSDVPPI
DATE 2 23-93 SCALE HORT: 1"=ao' DRAWN ZLF DESIGNED GRM
JOB NO.
VERT: 1'=4'
9 4-G1 15

13 I I 14 15 cl 8)I 19
I I
I I 6' X 2' REDUCER
2" G.V.
10' PUBLIC ACCESS
EASEMENT WITH I I 14 L.F. 8" S.S_®0.487 ("A M.H. 4.
4' WOODEN WALKWAY 6" TEE TOP 0
8" G.V.
6" F.H. EXIST.
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(Z INV (-)4.50 45' BEND LINE A
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407 368-3601
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STUMP SOUND TWP., NORTH TOPSAIL BEACH, NORTH CAROLINA
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Parker & Associates, Inc.
�°���,
SHEET NO.
�.41�
7 of 9
Consulting Engineers - Land Surveyors - Land Planners
—
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
DISK ACAD 173D
Phone [phone] - Fax [phone]
FILENAME OCSDVPP3
DATE 12_17 93 SCALE HORT: 1"=40' DRAWN ZLF
1
DESIGNED GRM
1
JOB NO.
VERT: 1'=4'
1 C930924-G1515

PAVEMENT OR VALVE BOX COVER
FINISH GRADE
MUELLER CENTURION MODEL
12" MAX.
A 421 FIRE HYDRANT WITH
1-4 1/2" PUMPER NOZZLE TAMPED EARTH
AND 2-2 1/2" HOSE NOZZLES FOREADED CAAP OFOUPLING 2" CAP
O VALVE BOX - BLOW —OFF
0
2" PIPE
24" LONG 2"
BRASS NIPPL 24" LONG 2"
REINFORCED CONCRETE COLLAR PIPE NIPPLE 2" Cl 90'
BEND
2"1I 18" x 18" x 6" WATER MAIN (THREADED)
#67 STONE CONCRETE
/ / e" e' // / / / / . •, BLOCKING
2" GATE VALVE (IRON BODY)
>\\/\\//\ MECHANICAL JOINT
\\ zV"
� THRUST COLLAR CI PLUG TAPPED 2
LU
DEWEY BROS. VBX—TE-100
00 VALVE BOX OR APPROVED EQUAL
/\ , 6" GATE VALVE
%\ o0 80 ,OC, m
°p� M.J. LOCKED HYDRANT
oo`�Orpo°Oo NOTES
j� n a ��TEE OR TEE WITH NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE,
�I �• O APPROVED PIPE MAINS LARGER THAN 12', USE 6' BLDW—OFF ASSEMBLY, NO PLASTIC
' RESTRAINT SCREW FITTINGS PERMITTED IN ASSEMBLY.
PLLACEDTAGAIiNSTT BLOCK o �/ BLOW -OFF ASSEMBLY DETAIL (SECTION)
\�
UNDISTURBED EARTH /.\ /.\I NOT TO SCALE
M.J. LOCKED HYDRANT
ADAPTOR OR APPROVED PIPE
MIN. OF 3 CUBIC FEET OF
CRUSHED STONE FOR DRAINAGE
TYPICAL HYDRANT SETTING (SECTION)
NOT TO SCALE
EXISTING ROAD
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications
1. Stone size — Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length — As effective, but not less than 50 feet.
3. Thickness — Not less than six (6) inches.
4. Width — Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing — When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right—of—
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance — The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights —of —way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights —of —way must be removed
immediately.
�
�10,6a IIIIIIIIIIIIa 'ir�i
WEI�
NOTE: ALL BLOCKING TO BE 2500 LB. CONCRETE.
TYPICAL BLOCKING DETAILS
50' RIGHT—OF—WAY
6' DITCH
1 4" PER FT. MIN.
— 20' PAVEMENT—y
2'7
L 6" A.B.C. I
1
COMPACTED EARTH 1/2" B.C.S.C.
LOCAL RESIDENTIAL
ROAD CROSS SECTION
D.O.T. STANDARD
STRIP PAVED SUBDIVISION STREETS
6' MIN.
SHOULDER
6"
S.T.B.C. OR A.B.C.
10' MIN
10' MIN.
VALVE BOX
3' MIN., DUCTILE IRON PIPE
24" MIN. O 90 ' BEND
EXIST. 12' WATER MAIN
ZEXIST. 10" S.F.M. 6" GATE VALVE DUCTILE IRON PIPE
RESTRAINING RODS 90 'BEND
SLOPE
SLOPE LENGTH (FT.)
<2%
100
2 TO 5%
75
5 TO 10%
50
10 TO 20%
25
>20%
15
REF: EROSION AND SEDIMENT CONTROL PLANNING
WATER THRUST BLOCKING AND DESIGN MANUAL, D.N.R.C.D. 1988.
52 L.F. 12" DIA. STEEL CASING LD.I. TO P.V.C. ADAPTOR MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
NOTE: Contractor shall verify location and depth of existing sewage
force main and water main prior to beginning construction.
WATER MAIN
REVERSE TAP & BORE DETAIL
NOT TO SCALE
35'
SLOPE AS REQUIRED
TERRAIN MAX. SLOPE
LEVEL 2:1
ROLLING 2:1� 2: HILLY 1-1 /1
6" CABC
6' 5' 4'
'ER FT. 3' 09E .
SL
-1 1/2" BCSC
SYMMETRICAL CUL-DE-SAC
NO CURB AND GUTTER
NOT TO SCALE
NOTE: BURLAP SHALL
NOT BE USED.
1 w
DIRECTION OF
RUN OFF FLOW WOODEN POST
WELDED WIRE MESH c
i
BACKFILL
EROSION & SILTATION
CONTROL FABRIC ems_
WELDED WIRE MESH
GROUND LINE
/%\/i %\ =:• -'.• %\ //��/i` 24" MIN.
12EXTRA DEPTH REQUIRED
FOR NON —STABLE SOILS
SECTION VIEW
TYPICAL INSTALLATION
OF SILT FENCE
NOT TO SCALE