SW8090714_APPROVED PLANS_20090915

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0°1 C) _\\L-
DOC TYPE
❑ CURRENT PERMIT
L�7 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 G °10 -�\ 15
YYYYMMDD

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01 BITUMINOUS PAVEMENT
02 PAVEMENT INTERFACE
CONCRETE VAN PAD (10 INCH THICK)
® 6' X 6' TAPPING SLEEVE
6' TAPPING VALVE W/ BOX
FIRE HYDRANT
10' WIDE SINGLE LEAF GATE
© PIPE BOLLARD (TYP.)
07 2' CORPORATION STOP
2' VALVE W/ BOX
7" W.
® CURB & GUTTER
EXISTING STORMWATER STRUCTURE (TYP.)
(ADJUST RIM TO FINISHED GRADE)
10 ELECTRICAL BUILDING
SEE ARCHITECTURAL DRAWINGS
11 CABLE TRENCH W/ HEAVY DUTY
CAST IRON COVER
12 MOORING EYE (TYP.)
13 7' HIGH CHAIN LINK FENCE W/ 3
STRANDS BARBED WIRE
14 1' WIDE CURB SLOTS 10' ON CENTER
15 BITUMINOUS PAVEMENT PATCH
16 20' WIDE DOUBLE LEAF SWING GATE
(ID CONCRETE TRANSFORMER PAD
SEE ELECTRICAL DRAWINGS
18 VAN PAD COMMUNICATION PEDESTAL
SEE ELECTRICAL DRAWINGS
19 EXISTING TELEPHONE OR ELECTRICAL STRUCTURE (TYP.)
(ADJUST RIM TO FINISHED GRADE)
20 CLOSED BASIN SAND FILTER (SEE SHEET
CS506 FOR DETAIL)
21 ROCK CHECK DAM
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0 25' i ', .50, , 75' 100'
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QC�, p�
SPEC. NO. 652786
CONSTR. CONTR. NO
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SHEET OF
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LIMITS OF DISTURBANCE /GRADING
SEE SHEET CS-506 FOR CLOSED $ g ao
BASIN SAND FILTER DETAIL
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0 25' 50' 75' 100' SHEET OF
1 = 25 CS103A
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10 REMOVE PIPE & BACKFILL
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11 SEE ELECTRICAL DEMOLITION PLANS
12 REMOVE W.M. & SPIGOTS, CAP
WATER SUPPLY AT MAIN.
13 REMOVE STRUCTURE & BACKFILL
14 NOT USED
15 RELOCATE GUY WIRE
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FOUNDATIONS, BACKFILL HOLES
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E. OH. L/NE 20.46 0.79 21.34 21.73
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2L57 .' __-- _-- = 21.66 4 YELLOW PANT ---- - - WHITE -+-- ST. _-- 20BB
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4" WHITE PAINT E U/ 21.28 21.3E 21.40 II� Iz _ ----- 21.59__--_ ti __----21'2�_35 8° 20.87 221.�8
21.57 4' WHITE PANT ^ __ 21.65 21.64 T CLF W/ 3 STRANDS B.W. 21.73 _ -- W 21.21
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SITE"A-L��; (Zv- MAXJOBMO NO. ORDER NO. P_6�9
SPEC. NO. Rum
GRAPHIC SCALE CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
0 25' 50' 75' 100' SHEET OF
25' CD102A
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NAVFAC DRAWING NO.
0 25' 50' 75' 100' SHEET OF
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CODE 10. N0. 80091 SIZE D
SCALE: GRAPHIC
MAXIMO NO. P-619
JOB ORDER NO.
SPEC. NO.
GRAPHIC SCALE CONSTR. CONTR. NO.
--�— NAVEAC DRAWING NO.
0 25' 50' 75' 100' SHEET OF
' = 25 CS106A
ORAWFORIA REMSION: 15 JANUIM
1 2 3 4 5

1 1 2 1 3 i 4 1 5
NORTH CAROLINA SEEDING REQUIREMENTS
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE
WINTER AND EARLY SPRING
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT
SEEDING MIXTURE
IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE
15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND
SPECIES RATE (LB/ACRE)
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE
RYE GRAIN 120
FEBRUAIRI' OR EARLY MARCH.
D
THE USE OF ANNUAL RYE GRASS IS PROHIBITES FOR
USE IN ANY APPLICATION
SEEDING NO, 1CP FOR: WELL -TO POORLY DRAINED SOILS WITH
ANNUAL LESPEDEZA 50
GOOD MOISTURE RETENTION: LOW MAINTENANCE
(KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN
SEEDING MIXTURE
MOUNTAINS)
SPECIES RATE (LB/ACRE)
OMIT ANNUAL LEOPEDEZA WHEN DURATION OF
TALL FESCUE 80
TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
SEEDING DATES
KOBE LESPEDEZA 10
MOUNTAINS - ABOVE 2500 FT: FEB. 15 - MAY 15
BELOW 2500 FT: FEB. 1 - MAY 1
SEEDING NOTES
PIEDMONT -JAN. 1 - MAY 1
1. FROM SEPT 1. - MAR 1., USE UNSCARIFIED SERICEA SEED.
COASTAL PLAIN - DEC. 1 - APR. 15
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE
KOBE TO 30 LB/ACRE.
SOIL AMENDMENTS
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
INCREASE KOBE TO 40 LB/ACRE.
2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
750 LB/ACRE 10-10-10 FERTILIZER.
NURSE PLANTS
BETWEEN APR. 15. AND AUG. 15, ADD 10 LB/ACRE GERMAN
MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
AFTER AUG 15, ADD 25 LB/ACRE RYE (GRAIN).
TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL A DISK WITH BLADES SET NEARLY
SEEDING DATES
C
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
ffz POSSIBLE
EARLY SPRING: FEB.15-MAR. 20 FEB. 15-APR. 30
MAINTENANCE
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
RESEED, REFERTILIZE AND MULCH IMMEDIATELY
SOIL AMENDMENTS
FOLLOWING EROSION OR OTHER DAMAGE.
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR
APPLY 3,000-5000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
-
(USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB/ACRE
SEEDING MIXTURE
10-10-10 FERTILIZER.
MULCH
SPECIES RATE (LB/„ ACRE)
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF
GERMAN MILLET 40
ANOTHER SUITABLE MULCH.. ANCHOR STRAW BY TACKING WITH
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED
ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50
ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT
CAN BE USED AS A MULCH ANCHORING TOOL.
LB/ACRE.
SEEDING DATES
MAINTENANCE
IF GROWTH IS LESS THAN ADEQUATE, REFERTILIZE IN THE
MOUNTAINS -MAY 15-AUG. 15
SECOND YEAR, ACCORDING TO SOIL TESTS OR TOPDRESS WITH
PIEDMONT -MAY 1-AUG.
500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN
COASTAL PLAIN APR. 15-AUG. 15
SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE,
AMENDMENTS
AND MULCH DAMAGED AREAS IMMEDIATELY.
SOIL
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND
B
750 LB/ACRE 10-10-10 FERTILIZER.
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MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR A MULCH
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ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
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MAINTENANCE
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REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
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RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
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TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
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SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE GRAIN 120
THE USE OF ANNUAL RYE GRASS IS PROHIBITES FOR
USE IN ANY APPLICATION
SEEDING DATES
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MOUNTAINS - AUG 15-DEC. 15
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COASTAL PLAIN AND PIEDMONT - AUG 15-DEC 30
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SOIL AMENDMENTS
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2000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND
1000 LB/ACRE 10-10-10 FERTILIZER.
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MULCH
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APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL A DISK WITH BLADES SET NEARLY
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STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
0
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EROSION AND SEDIMENT CONTROL NOTES
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL
PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING DESIGN MANUAL (REVISED
JUNE 2006).
3. THE CONTRACTOR SHALL APPLY PERMANENT OR
TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR
DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE
IS REACHED ON ANY PORTION OF THE SITE. SOIL
STABILIZATION MUST ALSO BE APPLIED TO DENUDED
OR DISTURBED AREAS WHICH MAY NOT BE AT FINAL
GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR
LONGER THAN 30 DAYS. SOIL STABILIZATION
MEASURES INCLUDE VEGETATIVE ESTABLISHMENT,
MULCHING AND THE EARLY APPLICATION OF GRAVEL
BASE MATERIAL ON AREAS TO BE PAVED.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE INSTALLED PRIOR TO OR AS THE FIRST
STEP IN CONSTRUCTION.
5. THE NPDES CONSTRUCTION PERMIT REQUIRES
EROSION CONTROL DEVICES AND STORM OUTFALLS BE
INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND
WITHIN 24 HOURS OF A .5 INCH RAIN EVENT. IT
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO CONDUCT THESE INSPECTIONS AND MAINTAIN
RECORDS UNTIL THE AREA HAS STABILIZATION,
EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS
PROVIDED SEEDING. TO FACILITATE RAINFALL
MONITORING A RAIN GAUGE IS REQUIRED TO BE ON
SITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO
THE GOVERNMENT AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
COMPLIANCE WITH ALL PERMITS AND PLANS, ANY
CHANGES MUST BE APPROVED BY THE STATE PRIOR
TO EXECUTION. A COPY OF THE EROSION AND
SEDIMENTATION CONTROL PLAN, LETTER OF
APPROVAL, AND NPDES CONSTRUCTION PERMIT MUST
BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE
OFFICE.
6. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY
CONSTRUCTION VEHICLES TO ENTRANCES
PROTECTED BY A STONE CONSTRUCTION ENTRANCE.
SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON
A DAILY BASIS.
7. STOCKPILES OF SOIL AND OTHER ERODIBLE
MATERIALS SHALL BE STABILIZED OR PROTECTED
WITH SEDIMENT TRAPPING MEASURES. THE
CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY
PROTECTION AND PERMANENT STABILIZATION FOR
STOCKPILES ON SITE AS WELL AS FOR MATERIALS
TRANSPORTED FROM THE PROJECT SITE.
8. THE CONTRACTOR SHALL MONITOR AND TAKE
PRECAUTIONS TO CONTROL DUST INCLUDING (BUT
NOT LIMITED TO) USE OF WATER, MULCH, OR
CHEMICAL DUST ADHESIVES AND CONTROL OF
CONSTRUCTION SITE TRAFFIC.
3
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CONSTRUCTION SEQUENCE
9.
EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE
1.
CONTRACTOR SHALL CONTACT NORTH CAROLINA DEPARTMENT OF
FILTERED OR PASSED THROUGH AN APPROVED
ENVIRONMENT AND NATURAL RESOURCES (NCDENR) PRIOR TO
SEDIMENT TRAPPING DEVICE, OR BOTH, AND
CONSTRUCTION.
DISCHARGED IN A MANNER THAT DOES NOT
ADVERSELY AFFECT ADJACENT PROPERTIES,
2.
OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
WETLANDS, WATERWAYS OR THE STORM DRAINAGE
STEM,
3.
HOLD PRE -CONSTRUCTION CONFERENCE WITH PUBLIC WORKS OFFICER
910-451-2213 AT LEAST ONE WEEK PRIOR TO STARTING
10.
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION
CONSTRUCTION.
AND MAINTENANCE OF ANY ADDITIONAL CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND
4.
INSTALL PRINCIPAL SILT FENCE AND FILTER BARRIERS BEFORE ANY
SEDIMENTATION AS DETERMINED NECESSARY BY THE
MAJOR SITE GRADING TAKES PLACE. PROVIDE ADDITIONAL SILT FENCES
PLAN APPROVING AUTHORITY.
AND FILTER BARRIERS AS GRADING PROGRESSES.
11.
TEMPORARY EROSION AND SEDIMENT CONTROL
5.
INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT.
MEASURES ARE NOT TO BE REMOVED UNTIL ALL
DISTURBED AREAS ARE STABILIZED. AFTER
6.
PROVIDE INLET AND OUTLET PROTECTION AROUND EXISTING DRAINAGE
STABILIZATION IS COMPLETE. ALL MEASURES SHALL
STRUCTURES, AND INLET AND OUTLET PROTECTION AT THE ENDS OF
BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT
NEW DRAINAGE SYSTEMS.
SHALL BE SPREAD AND SEEDED.
7.
MINIMIZE THE AMOUNT OF EXPOSED AREAS. ROADWAY LAND
12.
ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND
DISTURBANCE SHALL BE STABILIZED AS CONSTRUCTION PROGRESSES.
THE PROJECT LIMITS SHALL BE REMOVED.
STABILIZE GRADED AND DISTURBED AREAS IMMEDIATELY AFTER GRADING.
RESPONSIBLE MAINTENANCE CONTACT:
PERMANENT STABILIZATION SHALL BE PROVIDED IMMEDIATELY ON AREAS
CARL H. BAKER, P.E.
THAT HAVE BEEN FINAL GRADED. GROUND COVER SHOULD BE
DEPUTY PUBLIC WORKS OFFICER
ESTABLISHED ON ALL EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING THE COMPLETION OF ANY PHASE OF GRADING ACTIVITIES.
910-451-2213
8.
TEMPORARY SEEDING AND MULCHING SHALL BE PROVIDED ON
13.
ALL BORROW MATERIAL SHALL BE PROVIDED FROM AN APPROVED
DISTURBED AREAS AS SPECIFIED ON SHEET CS501 OF THE SITE PLAN.
BORROW PIT. ALL SOIL WASTE SHALL BE TRANSPORTED OFF
GOVERNMENT PROPERTY TO AN APPROVED LANDFILL
9.
INSTALLATION OF TEMPORARY EROSION CONTROL FEATURES SHALL BE
COORDINATED WITH THE CONSTRUCTION OF PERMANENT EROSION AND
SEDIMENT DEPOSITION
10.
REMOVE TEMPORARY EROSION CONTROL MEASURES AT THE END OF
CONSTRUCTION.
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C. ALLAN BAMFORTH, JR.,
ENGINEER -SURVEYOR, LTD.
NORFOLK, VIRGINIA
LOGO
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APPROVED
FOR CDOWANDEA NAVFAC
DES CAB
I DR CAD
CHK REG
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NAVFAC MANAGER THOMAS L MULLEN
REVIEWED BY
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CODE ID. NO. 80091
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SCALE: NONE
MAXIMO NO. P-619
JOB ORDER NO.
SPEC. N0. sum
CONSTR. CONTR. NO
NAVFAC DRAWING NO.
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SHEET X OF
CS501
OR/JNFORI/ REVISION: 15 JMIJARY 2005
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Lid
W
(6- MAX. WITHOUT WIRE)
MIDDLE & VERTICAL WIRES
SHALL BE 12 1/2 GAUGE MIN.
TOP & BOTTOM
STRAIN SHALL BE
10 GAUGE MIN. —
WIRE 1 `' FILTER FABRIC
FILTER FABRIC
COMPACT FILL
F:-I
EXTENSION OF FABRIC &
WIRE INTO TRENCH
SECTION AT BASE
STEEL POST: 2'-0" DEPTH
NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH & WITH A MINIMUM OF 6 LINE
WIRES WITH 12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH & FASTEN ADEQUATELY
TO THE WIRE AS DIRECTED BY THE ENGINEER.
3. PROVIDE 5'-0" STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
4. ANGLE STEEL TYPE.
TEMPORARY SEDIMENT FENCE
(E & S CONTROL MEASURE OA )
NC 6.62
N.T.S.
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS
2. LOCATE ENTRANCE(S) TO PROVIDE FOR
UTILIZATION BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD ONTO STREETS. PERIODIC TOP -DRESSING
WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT
ALL POINTS OF EGRESS & UNTIL SITE IS
STABILIZED. PROVIDE FREQUENT CHECKS OF
THE DEVICE & TIMELY MAINTENANCE.
6. NUMBER & LOCATION OF CONSTRUCTION
ENTRANCES TO BE DETERMINED BY THE
ENGINEER.
7. USE CLASS 'A' STONE OR OTHER COARSE
AGGREGATE APPROVED BY THE ENGINEER.
8. PLACE FILTER FABRIC BENEATH STONE
CLASS "A" STONE
8 IN. MIN. DEPTH
10'
MIN
12' MIN
EDGE OF EXISTING ROADWAY PAVEMENT
TEMPORARY CONSTRUCTION ENTRANCE (C
(E & S CONTROL (NC MEASURE © )
N.T.S.
MAINTENANCE
1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT
SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD
CLOG THE CHANNEL WHEN NEEDED.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE
CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY.
IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
ADDITIONAL MEASURES CAN BE TAKEN SUCH AS,
INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION
OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINE AND
PAVED CHANNELS).
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE
CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
ROCK CHECK DAM DETAIL
(E & S CONTROL MEASURE © )
NCDOT 6.83
N.T.S.
CONSTRUCTION SPECIFICATIONS
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE
PLAN ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW
NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL
BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK
(FIGURE 6.83B) TO KEEP WATER FROM CUTTING AROUND THE
ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT
THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE
ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM
HEAVY FLOW THAT COULD CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST
UPSTREAM DAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT
ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
4 ' 5
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NAVFAC DRAWING NO.
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BA
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SAWCUT DETERMINE BAR TYPE FOR TIED JOINT.
TABLE 1
FIRST SAWCUT
(NOT REQ'
CONST. JTS) IN
—H- 1/8" 1/8"
POURED SEALANT PRE -FORMED COMPRESSION
SEALANT
H=PAVEMENT THICKNESS
SAWED TRANSVERSE OR LONGITUDINAL
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NOT TO SCALE
1 2
PAVEMENT
THICKNESS
H-INCHES
DOWEL SIZE AND SPACING
DIAMETER - D
MINIMUM
LENGTH
MAXIMUM
SPACING
SOLID
BAR
LESS THAN 8"
3/4"
160
12"
8" - 11"
1"
160
12"
12"
1"
20"
15"
DOWELED CONSTRUCTION JOINT (DCJ)
NOT TO SCALE
3
MUM
JOINTS (TYP.)
JOINTS (TYP.)
PANEL
)RING EYE
TYPICAL MOORING EYE LOCATION
H
H
WELD 1/2 DIA OF BAR
NOT TO SCALE
,—D" 2
4" TO 5"
TROWELED
1" R HEMISPHERICAL
DEPRESSION
1 1/2" MIN BAR DIA
TYPE "A"
2-ON
1/2" MIN 4" TO 5"
1" R
TYPE "B"
.. 41%
9"
BAR SIZE FOR
TYPES A & B
10" 3/4"
10" TO 12" 1"
NOTES
1. PLACE MOORING EYES AS INDICATED ON PLANS.
2. WHEN REBAR FOR EYE OCCURS WITHIN ONE FOOT OF JOINT,
ORIENT REBAR PARALLEL TO JOINT.
MOORING EYE
NOT TO S
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6'-0"
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42"
40"
BOTTOM TENSION
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LINE AND TERMINAL POSTS
9 GAUGE X 2" MESH
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38"
36"
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NOTE:
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NORFOLK, VIRONIA
SAT -To
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DES CAB
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STEEL CAPSCREWS
CABLE TRENCH IN CONCRETE PAVEMENT
NOT TO SCALE
HEAVY DUTY CAST IRON SOLID CHECKER TOP
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° 0 0 °
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° o ° a. ° o °
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6" 6" 6"
CABLE TRENCH IN BITUMINOUS PAVEMENT
NOT TO SCALE
SLOPE W/
PAVEMENT
HEAVY DUTY CAST IRON SOLID CHECKER TOP
BOLT W/ STAINLESS STEEL CAPSCREWS
I---- EDGE OF CONCRETE VAN PAD
CABLE TRENCH DRAIN DETAIL
NOT TO SCALE
4" PVC PIPE
® 1.04% MIN.
SAW CUT
SAW CUT PAVEMENT, NEW BITUMINOUS PAVEMENT,
PAINT EXPOSED EDGE REFER TO DETAIL THIS SHEET
WITH ASPHALT CEMENT
EXISTING SURFACE
off
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COMPACTED SUBGRADE
PAVEMENT INTERFACE DETAIL
NOT TO SCALE
(FOR USE WHERE NEW BITUMINOUS PAVEMENT
ABUTTS EXISTING BITUMINOUS PAVEMENT)
2" MIN. BITUMINOUS
SURFACE COURSE
3" MIN. BITUMINOUS
BASE COURSE
TACK COAT
F— 8" MIN. AGGREGATE BASE
o ° ° o ° o °
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° ° o ° ° ° 0
° o 00 ° o ° ° o
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COMPACTED SUBGRADE
BITUMINOUS PAVEMENT SECTION
NOT TO SCALE
6" 1'-6"
2"
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CURB AND GUTTER DETAIL
SAW CUT, TYP.
EXISTING
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NOT TO SCALE
2" MIN. BITUMINOUS
SURFACE COURSE
3" MIN. BITUMINOUS
BASE COURSE
TACK COAT
F— 8" MIN. AGGREGATE BASE
NOTE: MIN. WIDTH MIN.
PROVIDE MINIMUM THICKNESSES SHOWN OR
MATCH EXISTING, WHICHEVER IS GREATER.
BITUMINOUS PAVEMENT PATCH DETAIL
NOT TO SCALE
a ° H = 10m (MIN.) CONCRETE PAVEMENT (SITE A-1)
°. H = 12 (MIN.) CONCRETE PAVEMENT (SITE A-2)
o ° 0 0 ° 0 0
° ° ° ° ° 8" (MIN.) COMPACTED AGGREGATE
0 0 0
° 0 ° ° ° BASE MATERIAL
COMPACTED SUBGRADE
NON -REINFORCED
CONCRETE PAVEMENT SECTION
NOT TO SCALE
CRUSHED ROCK OR 1'-6 '-6"
GRAVEL DRAIN POCKET
1'- 4"� °
CONCRETE BLOCKING
PLAN
3'-0* MIN FROM EDGE OF
ROADWAY SHOULDER OR
CURB. 7'-O" MAX
4 1/2" PUMPER *2'-Om MIN FROM SIDEWALK
CONNECTION-21 2" HOSE OUTLETS
FACING ROAD/
FINISHED GRADE
1'-6" I
PROVIDE 6" GATE VALVE
MIN DEPTH WITH CAST IRON ROADWAY
OF BURY VALVE BOX FOR EACH
LEAVE 2*-6" HYDRANT CONNECTION
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UNDISTURBED
GROUND N
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CAST IN PLACE
-6.-6
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THOROUGHLY COMPACTED
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NOTES: CONCRETE PAD
1. BUFFALO PATTERN TWO •.
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5 1 /4" SHAFT. 2'-0"
SQUARE
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AROUND ALL VALVE BOXES OF GRAVEL
NOT IN PAVED AREAS.
5 1 4" 2" DU►. PIPE
VALVE BOX
NOT TO SCALE
FREEZE PROOF YARD HYDRANT
NOT TO SCALE
10'
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INITIAL
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N
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MAXIMUM TRENCH WIDTH "W"
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DR
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SHEET X OF
CS505
ORAMFORM REVISION:
13 ANUARY 2005
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