SW8100502_APPROVED PLANS_20121213

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �OOSUZ
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2p1Z 12-13
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MAXIMO NO. P-1357
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CONSTR. CONTR. NO.
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STRUCTURE DATA
Q1 =10REIMMMON QF.E.S. ® DIVERSION BASIN ® D.I.
INV. 15." = 36.70 RIM = 34.90 RIM = 34.90
INV. 4" = 32.00 INV. 15" (NE) = 29.96
D.I. INV. 8"= 32.00 INV. 15" (SW) = 29.96
RIM = 39.20 INV. 15' = 32.00 INV. 150 (NW) = 29.96
® INV.90
. 15" (NW) = 4.90 ® BASIN ® D.I.
SOILD COVER TRAFFIC RATED RIM = 35.20 RIM = 34.80
INV. 15" (S) = 31.54 ® F.E.S. " INV. 4" = 31.33 INV. 15' (NE) = 29.86
INV. 1.5' NE) 31.54 (( INV. 15. = 36.60
= INV. 15" = 30.16 INV. 15" (SW) = 29.86
® 10 N IN m ® D.I. ® D•1. INV. 15' (NW) = 29.86
RIM = 38.90 RIM = 39.70 ® D.I.
INV. 15' (SW) = 34.80 INV. 8" = 36.00 RIM = 34.60
I = t5 INV. 15" (SE) = 34.80 INV. 15' (NW) = 35.42 INV. 15" (NW) = 29.82
INV. 15' (NE) = 29.81 INV. 15" (SW) = 29.82
SOILD COVER TRAFFIC RATED ® D.I. RIM = 40.00 ® D.I.
RIM = 36.50 INV. 8" = 35.68 RIM = 34.50
INV. 15' SE = 31.45 INV. 15' (NW) = 29.57 INV. 15' (NW) = 35.10 INV. 15' (SE) = 29.70
INV. 15 SW = 31.45 INV. 15" (SW) = 29.57
INV. 15" NE = 31.45 INV. 15" (SE) = 35.10 INV. 15' (SW) = 29.70
m ® F.E.S. INV. 15' (NW) = 29.70
Q5 10 _ ON IN INV. 15' = 29.50 In29.50= 38.60 ® F.E.S.
® © D.IINV. 15" (SE) = 32.75 INV. 15' = 29.50
I = 31.55 RIM = 39.80 INV. 150 (NW) = 32.75
INV. 8" = 33.29 ® OUTLET CTURE m
O SOILD COVER TRAFFIC RATED INV. 15' (NW) = 32.71 ® D.I. RIM 32_50
® RIM = 39.70 W 1 9•00
INV. 15" (SE = 31.18 ® D.I. INV. 8" (SE) = 33.62 F.E.S
INV. 15' (SW; = 31.18 RIM = 39.80 INV. 15' (SE) = 32.37 ® .
INV. 18' (N) = 30.87 INV. 8' = 34.11 INV. 15" (NE) = 32.37 INV. 18" = 28.00
D I INV. 15' (SE) = 32.53 ® OVERFLOW BASIN
m INV. 15' (NW) = 32.53 ® DIVEV
I� RIM = 35.2
RIM = 7. 0 RIML� INV. 15' 30.17
INV. 18 S = 30.57 D•I• INV. = 32.00
INV. 18" NW) = 30.57 RIM = 37.90 INV. 8" (SE) = 32.00 ® F.E.S.
® D.I. INV. 15' (SE) = 32.29 INV. 15" (SW) = 32. INV. 18" = 34.85
RIM = 7 00 m INV. 15' (SW) = 32.29
INV. 18" = 29.96 ® RBASINIM 35.30 m ® F.E.S. "
INV. 18 W) = 29.96 ® D.I. INV. 18 = 34.60
RIM = 40.50 INV. 4" = 31.33
® D.I. INV. 8 0= 32.82 INV. 15' (SE) = 30.16 ® DIVERSION BASIN
.00
RIM = 33.50 INV. 150 (NE) = 32.24 RIM = D.I. INV. 18 SW : (SW)
'
INV. 18 (SE) = 29.80 ® = 34.65
INV. 18' (W) = 29.80 ® D.I. RIM = ' (N INV. 18' NE = 065
RIM = 39.70 INV. 15 (NW) = 30.0
9 RIM = 5. m INV. 15" (NE) = 32.15 INV. 15' (NE) = 30.0 ® D.I.
INV. 18 = 29.59 INV. 15' (NW) = 32.15 ® D.I. RIM = 36.90
INV. 18' NW) = 29.59 INV. 15' (SW) = 32.15 RIM = 34.20 INV. 18" = 34.40
INV. 8' (NW) = 30.63 D.I.
® F.E.S. ® D.I. INV. 15' (SW) = 30.0
INV. 18 = 29.50 RIM = 34.20 RIM = 36.85
INV. 15' (SE) = 32.02 INV. 18" NW = 34.35
INV. 15' (SW) = 32.02 INV. 18" SW = 34.35'
PIPE DATA
PIPE END ®
Q1 - Q2
76'
- 15'
S.
0
0.20%
INV. = 34.34
- ®
44'
- 15'
S.
0
0.20%
OUTLET ® RE m
®- ©
33'
- 15'
S.
0
0.20%
RIM = 366..55
INV. 15" = 34.50
- ©
52'
- 15"
S.
0
0.71%
©_
125'
18'
S.
0
0.24%
® F.E.S.
_
INV. 15" = 34.00T=4
12'
- 150 S.
0
15.00%
©- ®
50'
- 15'
S.
0
0.20%
®- ®
12'
- 15" S.
0
15.00%
®- ®
118'
- 15'
S.
0
0.20%
®- ®
35'
- 15'
S.
0
0.20%
Q - ®
90'
- 15'
S.
0
0.20%
®- Q
120'
- 15"
S.
0
0.20%
69'
- 15'
S.
0
0.20%
®- ®
47'
- 15'
S.
0
0.20%
®- ®
63'
- 15"
S.
0
0.20%
®" ®
10'
- 15'
S.
0
0.20%
®- ®
(3)
FlRST FLUSH
DEVICE
®- ®
10'
- 120
S.
0
3.00%
®- ®
18'
- 150
S.
0
1.77%
®- ®
133'
- 15'
S.
0
1.77%
®- ®
127'
- 15'
S.
0
0.30%
®- ®
124'
- 15'
S.
0
0.30%
®- ®
(3)
FIRST FLUSH
DEVICE
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10'
- 15'
S.
0
1.00%
0-0
7'
- 15" S.
0
1.43%
0-0)
45'
- 15'
S.
0
0.20%
7'
- 15'
S.
0
1.43%
®- ®
19'
- 15'
S.
0
0.20%
®- ®
61'
- 15'
S.
0
0.20%
®-®
'
- 5'
S
0
. %
®- ®
91'
- 18"
S.
0
1.1 m
•
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65'
- 180
S.
0
m
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122'
- 18'
S.
0
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STRUCTURE DATA
OA
C.O.
INV.
8" =
34.85
©
C.O.
INV.
6" =
34.88
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WYE
INV.
6" =
34.22
INV.
8" =
34.14
QD
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INV.
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QE
C.O.
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QF
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C.O.
INV.
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Q
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WYE
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INV.
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= 35.72
©
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INV.
8
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Q
C.O.
INV.
8"
= 35.60
QN
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INV.
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= 34.27
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WYE
INV.
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= 33.89
NOTE:
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- 8"
S.
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S.
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©-
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127'
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37'
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S.
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26'
- 8'
S.
0
1.04%
WATER RECLAMATION SYSTEM INCLUDING TANK, FILTERS, FIRST FLUSH DEVICES,
BASINS, DROP INLETS, CLEANOUTS AND ALL ASSOCIATED PIPING INCLUDING
ROOF DRAINAGE SHALL BE ONE SYSTEM WITH CORRESPONDING PIPE SIZES
AND INVERTS. PROVIDE ONE SHOP DRAWING FOR COMPLETE SYSTEM.
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NORTH CAROLINA SEEDING REQUIREMENTS
EROSION AND SEDIMENT CONTROL NOTES
CONSTRUCTION SEQUENCE
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE
MAINTENANCE
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
8.
EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE
WINTER AND EARLY SPRING
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA DEPARTMENT OF
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH.
WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER
ENVIRONMENT AND NATURAL RESOURCES (NCDENR) PRIOR TO
SEEDING MIXTURE
IF IT IS NECESSARY TO EXTEND TEMPORARY COVER
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
THAT DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES,
CONSTRUCTION.
BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
WETLANDS, WATERWAYS OR THE STORM DRAINAGE SYSTEM.
SPECIES RATE LB ACRE)
(PIEDMONT AND COASTAL PLAIN) OR KOREAN
DESIGN MANUAL (REVISED JUNE 2006).
2. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
RYE GRAIN 120
(MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY
9.
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND
THE USE OF ANNUAL RYE GRASS IS PROHIBITED FOR
2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY
MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES
3. HOLD PRE -CONSTRUCTION CONFERENCE WITH PUBLIC WORKS OFFICER
D
USE IN ANY APPLICATION
MARCH.
SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
910-451-2213 AT LEAST ONE WEEK PRIOR TO STARTING
PERMANENT SEEDING
WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY
DETERMINED NECESSARY BY THE PLAN APPROVING
CONSTRUCTION.
ANNUAL LESPEDEZA 50
PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE
AUTHORITY.
(KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN
SOD - SPECIES - CENTIPEDE
APPLIED TO DENUDED OR DISTURBED AREAS WHICH MAY
4. INSTALL PRINCIPAL SILT FENCE AND FILTER BARRIERS BEFORE ANY
MOUNTAINS)
NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN
10.
TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES
MAJOR SITE GRADING TAKES PLACE. PROVIDE ADDITIONAL SILT FENCES
UNDISTURBED FOR LONGER THAN 30 DAYS. SOIL
ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE
AND FILTER BARRIERS AS GRADING PROGRESSES.
OMIT ANNUAL LEOPEDEZA WHEN DURATION OF
STABILIZATION MEASURES INCLUDE VEGETATIVE
STABILIZED. AFTER STABILIZATION IS COMPLETE. ALL
TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF
MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT.
GRAVEL BASE MATERIAL ON AREAS TO BE PAVED.
SEDIMENT SHALL BE SPREAD AND SEEDED.
SEEDING DATES
MOUNTAINS - ABOVE 2500 FT: FEB. 15 - MAY 15
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO
11.
ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE
6. MINIMIZE THE AMOUNT OF EXPOSED AREAS. MAXIMUM EXPOSED AREA
BELOW 2500 FT: FEB. 1 - MAY 1
BE INSTALLED PRIOR TO OR AS THE FIRST STEP IN
PROJECT LIMITS SHALL BE REMOVED. RESPONSIBLE
SHALL BE 9.5 AC. ROADWAY LAND DISTURBANCE SHALL BE STABILIZED
PIEDMONT -JAN. 1 - MAY 1
CONSTRUCTION.
MAINTENANCE CONTACT: CARL H. BAKER, P.E. DEPUTY
AS CONSTRUCTION PROGRESSES. STABILIZE GRADED AND DISTURBED
COASTAL PLAIN - DEC. 1 - APR. 15
PUBLIC WORKS OFFICER 910-451-2213
AREAS IMMEDIATELY AFTER GRADING. PERMANENT STABILIZATION SHALL
4. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION
BE PROVIDED IMMEDIATELY ON AREAS THAT HAVE BEEN FINAL GRADED.
SOIL AMENDMENTS
CONTROL DEVICES AND STORM OUTFALLS BE INSPECTED
12.
ALL BORROW MATERIAL SHALL BE PROVIDED FROM AN
GROUND COVER SHOULD BE ESTABLISHED ON ALL EXPOSED SLOPES
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HOURS
APPROVED BORROW PIT. ALL SOIL WASTE SHALL BE
WITHIN 21 CALENDAR DAYS FOLLOWING THE COMPLETION OF ANY
2,000 LB ACRE GROUND AGRICULTURAL LIMESTONE AND
/
OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY
TRANSPORTED OFF GOVERNMENT PROPERTY TO AN
PHASE OF GRADING ACTIVITIES.
750 LB/ACRE 10-10-10 FERTILIZER.
OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND
APPROVED LANDFILL.
MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZATION,
7. TEMPORARY SEEDING AND MULCHING SHALL BE PROVIDED ON ALL
EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED
AREAS DISTURBED BY CONSTRUCTION ACTIVITIES NOT COVERED BY
MULCH
SEEDING. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
BITUMINOUS PAVEMENT.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
TACKING WITH ASPHALT, NETTING, OR A MULCH
AND TO REDUCE PRESSURE ON THE FENCE. SEDIMENT
8. INSTALLATION OF TEMPORARY EROSION CONTROL FEATURES SHALL BE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT
COORDINATED WITH THE CONSTRUCTION OF PERMANENT EROSION AND
C
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
DEPOSITION REACHES HALF WAY TO THE TOP OF THE
SEDIMENT DEPOSITION
BARRIER. TAKE CARE TO AVOID UNDERMINING THE FENCE
MAINTENANCE
DURING CLEANOUT. TO FACILITATE RAINFALL MONITORING A
9. REMOVE TEMPORARY EROSION CONTROL MEASURES AT THE END OF
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
RAIN GAUGE IS REQUIRED TO BE ON SITE. ONCE
CONSTRUCTION.
RESEED, REFERTILIZE AND MULCH IMMEDIATELY
STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION
FOLLOWING EROSION OR OTHER DAMAGE.
RECORDS ARE TO BE FORWARDED TO THE GOVERNMENT AND
SOIL REMOVAL NOTE.
ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR
1. SOIL REMOVED FROM SITE SHALL REMAIN ON STATION
SEEDING MIXTURE
MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS,
AT AN APPROVED LOCATION.
ANY CHANGES MUST BE APPROVED BY THE STATE PRIOR TO
EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION
SPECIES RATE (LB/ACRE)
CONTROL PLAN, LETTER OF APPROVAL, AND NPDES
GERMAN MILLET 40
CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED
CONTRACTOR AT THE ONSITE OFFICE.
RIP RAP CONSTRUCTION SPECIFICATIONS
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50
5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY
LB/ACRE.
CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED BY A
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES
STONE CONSTRUCTION ENTRANCE. SEDIMENT SHALL BE
AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED
IN THE SUBGRADE TO THE
SEEDING DATES
REMOVED FROM PAVED AREAS ON A DAILY BASIS.
DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW
AREAS IN THE SUBGRADE ON
MOUNTAINS - MAY 15-AUG. 15
UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP
THICKNESS.
PIEDMONT - MAY 1-AUG. 15
6. STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS
o
COASTAL PLAIN APR. 15-AUG. 15
SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT
TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN
SOIL AMENDMENTS
FOR THE TEMPORARY PROTECTION AND PERMANENT
ON THE PLANS.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR
2000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND
MATERIALS TRANSPORTED FROM THE PROJECT SITE.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY
B
750 LB/ACRE 10-10-10 FERTILIZER.
PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY
T
7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS
REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED
MULCH
TO CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE
AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE
TOP LAYER IS ABOVE THE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
OF WATER, MULCH, OR CHEMICAL DUST ADHESIVES AND
DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE
IS EXTENSIVE, REPLACE THE
TACKING WITH ASPHALT, NETTING, OR A MULCH
CONTROL OF CONSTRUCTION SITE TRAFFIC.
ENTIRE FILTER CLOTH.
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ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
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STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
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MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5
TIMES THE MAXIMUM STONE
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RESEED, REFERTILIZE AND MULCH IMMEDIATELY
DIAMETER.
FOLLOWING EROSION OR OTHER DAMAGE.
5
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT
SHOULD BE HARD, ANGULAR,
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
HIGHLY WEATHER -RESISTANT AND WELL GRADED.
o
SEEDING MIXTURE
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL
AT THE END. MAKE THE TOP
SPECIES RATE (L¢ ACRE)
OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE
RECEIVING AREA OR SLIGHTLY
BELOW IT.
RYE GRAIN 120
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THE USE OF ANNUAL RYE GRASS IS PROHIBITES FOR
USE IN ANY APPLICATION
8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED
AREAS WITH VEGETATION
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(PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11, PERMANENT
SEEDING)
SEEDING DATES
MOUNTAINS - AUG 15-DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG 15-DEC 30
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07/29/10 SEAL
C. ALLAN BAMFORTH, A.,
ENGINEER -SURVEYOR, LTD.
NORFOLK, VIRGINIA
LOGO
SAT -TO
APPROVED
FOR COMMANDER NAVFAC
DES CAB I DR w
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CONCRETE PAVERS MIN 3 1/8" THICK
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PAVEMENT EDGE 6"
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6" X 18" CONCRETE PAVEMENT
EDGE AGAINST BITUMINOUS
PAVEMENT & GRASS/ SIDEWALK
BITUMINOUS PAVEMENT
4" MIN. NO. 57 WASHED LNO. 2 WASHED CRUSHED
CRUSHED AGGREGATE BASE AGGREGATE SUB -BASE (COMPACTED) FILTER FABRIC BOTTOM AND SIDES
(COMPACTED) 8" MINIMUM THICKNESS OF AGGREGATE BASE ONLY
PERMEABLE PAVEMENT SECTION
N.T.S.
S NOTE: ALL MATERIAL AND INSTALLATION
SHALL
BE IN ACCORDANCE WITH CONCRETE
PAVER MANUFACTURERS RECOMMENDATIONS
NOTE:
SOLAR REFLECTANCE
INDEX. (SRI) MUST BE
MINIMUM OF 29 FOR
PAVER BLOCKS.
PERMEABLE CONCRETE PAVER
-FILL OPENING WITH
#8 BEDDING &
JOINT / OPENING
AGGREGATE.
CONCRETE PAVING BLOCKS
TIE TO EXISTING OR NEW
GRADE AS INDICATED
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PAINT EXPOSED SURFACE( N.T.S.
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12" NEW PAVEMENT
MIN. AREA
NOTE:
PROVIDE MINIMUM THICKNESSES SHOWN OR
MATCH EXISTING, WHICHEVER IS GREATER.
BITUMINOUS PAVEMENT INTERFACE DETAIL
N.T.S.
8" MIN. CONCRETE
(SOLAR REFLECTIVE INDEX,
SRI, MUST BE 29 MIN.)
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TO WIDTH OF SIDEWALK AND 1/2" EXPANSION
JOINTS EVERY 40' OF STRAIGHT RUN, AT
CHANGES IN DIRECTION AND AGAINST ALL
STRUCTURES AND EXISTING CONCRETE, UNLESS
NOTED OTHERWISE.
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PROVIDE CONTROL JOINTS 0 SPACING EQUAL
TO WIDTH OF SIDEWALK AND 1/2" EXPANSION
JOINTS EVERY 40' OF STRAIGHT RUN, AT
CHANGES IN DIRECTION AND AGAINST ALL
STRUCTURES AND EXISTING CONCRETE, UNLESS
NOTED OTHERWISE.
WIDTH & SLOPE AS INDICATED
" 118" R. TOOLED JOINT,
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4" CONCRETE
(SOLAR REFLECTIVE INDEX,
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SOLID EDGE LINE
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N.T.S.
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C. ALLAN BAMFORTH, JR.,
ENGINEER —SURVEYOR, LM.
NORFOLK, VIRGINIA
140BI:
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SPEC. NO.
97307
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
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SHEET 52 OF 191
CG504
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l J
CONCRETE \ \ GATE OPERATOR
PAVEMENT D 0
KEYPAD
ALUMINUM SIGN
HYBRID OR
COMMUTER VEHICLE
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�— DROP ARM GATE of \
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VEHICLE "
0
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— — — SAW CUT PAVING GROOVE
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DROP INLET AT BIORETENTION BASINS TT(s)
N.T.S.
CRUSHED ROCK OR
GRAVEL DRAIN POCKE
1'-
CONCRETE BLOCKING
4 1/2" PUMPER
CONNECTION
FACING ROAD —
LEAVE HYDRANT
DRAIN OPEN
CV
DROP ARM GATE
N.T.S.
M
PLAN
3'-0" MIN. FROM EDGE OF
4 ROADWAY SHOULDER OR
CURB. 7'-0" MAX.
2'-0" MIN. FROM SIDEWALK
2-2 1/2" HOSE OUTLETS
FINISHED GRADE
MIN. DEPTH OF
BURY 2'-6"
PROVIDE 6" GATE VALVE
WITH Cl ROADWAY VALVE
BOX FOR EACH HYDRANT
CONNECTION
3# 4 CONTINOUS
18" OUTLET PIPE
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FUEL EFFICIENT VEHICLE SIGN
FINAL
BACKFILL
INITIAL
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N.T.S.
IDENTIFICATION
TAPE
W
N, A O.D. A DETECTION
WIRE
6" - 12"
COMPACTED OR 1'-6" w BEDDING
UNDISTURBED GROUND
CONC. BLOCK GRAVEL OR CRUSHED ROCK
CAST IN PLACE 1'-6X DRAIN POCKET -
THOROUGHLY COMPACTED
FIRE HYDRANT FOR PLASTIC PIPES
N.T.S.
DOUBLE 2 1/2"
SIAMESE CONNECTION
FINISHED GRADE
00
2" MIN.
1 ' 2
PIPE DIA.
MAXIMUM
XDX
"A"
6" TO 15"
8"
16" TO 21"
10"
8" MIN. MAXIMUM TRENCH WIDTH "W"
TAKEN AT TOP OF PIPE
6" GRAVEL
NOTE: BED
ALL PIPE FOR SIAMESE
CONNECTION SHALL BE 24" DIA. CONC. COLLAR
DUCTILE IRON, CLASS 52
WITH MECHANICAL JOINTS
AND RETAINER GLANDS. DUCTILE IRON PIPE
A
CONC. THRUST BLOCK
v
O
v
BALL DRIP VALVE
& 1 CUBIC FOOT
GRAVEL
DUCTILE IRON PIPE
FIRE DEPARTMENT CONNECTION
N.T.S.
3
COVER
PIPE ZONE
6"
NOTE:
PROVIDE BEDDING
IN ACCORDANCE WITH
THE SPECIFICATIONS.
12" BELOW FINISHED GRADE
IN UNPAVED AREAS.
6" BELOW TOP OF SUBGRADE
IN PAVED AREAS.
IDENTIFICATION
TAPE
DETECTION
WIRE
BEDDING
THICKNESS
VARIES
FOR NON -PLASTIC PIPES
PIPE TRENCH WIDTH DETAIL
N.T.S.
4
HINGED GRATE
CONCRET
COLLAR
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LARGE SELF - CLEANING
X
m
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ALL.
LEV. = 31.40 m
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OUTLET STRUCTURE GRATED COVER
N.T.S.
Olh 8�`
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C. ALLAN BAMFORTH, JR.,
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NORFOLK, VIRGINIA
CAST IRON
LID
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FOR COMMANDER NAVFAC
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SCALE: NONE
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Joe ORDER NO.
SPEC. NO. OTM7
CONSTR. CONTR. NO.
LI\I LV„
NAVFAC DRAWING NO.
FILTER 12577305
f *'' SHEET 53 OF 191
N.T.S. CG505
5 ORNNFORM REVOI N: 15 JANUARY 2000
C

TOP OF WEIR
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DIVERSION BASIN
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PUMP BASIN
N.T.S.
FINAL GRADE
0 9" EACH WAY
DLE OF WALL
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TOP & BOTTOM
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- #5 0 9" EACH WAY
MIDDLE OF WALL
PROPERTY OF
CLNC
CONFINED SPACE
ENTRY PERMIT
REQUIRED
OVERFLOW
BASIN
STORM
WATER
RECLAMATION
TANK
PUMP
BASIN
PROVIDE TEXT STAMPED
INTO ALUMINUM PLATE
WELDED TO COVER
SEE PLUMBING
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NORFOLK, VIRGINIA
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SIZE D
SCALE. GRAPHIC
t
MAXIMO NO. P-1357
JOB ORDER NO.
VERTER CHAMBER
SPEC. N 973N7
CONSTR.°CONTR. NO.
FLOW CONTROL VALVE
NAVFAC DRAWING NO.
12577310
IN -GROUND FIRST FLUSH WATER DIVERTER
"I N.T.S. 1,? _.�.
SHEET ` OF 191
CG510
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FORCE MAIN
SEE PLUMBING
DRAWINGS —
14' PIPE
LOW WATER CUT
OFF = 28.50
PUMP BASIN
6' SCH-40 PVC INSPECTION PORT WITH
CLEANOUT TOP. PORTION OF PIPE WITHIN
TANK MODULE SHALL BE PERFORATED. TOP
m HALF SHALL BE SOLID. (2 REQD.)
6" SCH-40 PVC MAINTENANCE PORT
WITH CLEANOUT TOP. PIPE SHALL
BE SOLID WITH NOTCH AT BOTTOM
TO BACK FLUSH SYSTEM. (2 REQD.)
m 34.7
0
0 0
PROVIDE 2' X 6'
NOTCH
0
0 0
6" FILL IN
12" MIN.
0 0
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FOR BACK -FLUSH
0 0
EAST WALL
0
0
0
0
S3LID
PIPE BASE
0
0
0
0
NON -WOVEN
GEOTEXTILE FABRIC
6' FILL IN
EAST WALL
EXISTING SUBBASE
SECTION - A
4" COMPACTED
SAND OR
GRAVEL BASE
00
i
36'
8' INSPECTION
Poffr
L 8" W
INTENANCE PORT
8" MAINTENANCE
PORT
NNNN
8' INSPECTION
PORT
6' FILL PIPE
(SEE PLAN FOR LOCATION)
(SEE PLAN FOR LOCATION)
DOUBLE - STACKED
TANK MODULES
4"
RIM = 35.23
OVERFLOW BASIN
TOP OF WEIR m
= 31.30
150 PIPE
BACKFILL SIDES IN 12' LIFTS
WITH SAND OR GRAVEL AND COMPACT.
OVERFLOW BASIN
ION AND MATERIALS SHALL BE IN ACCORDANCE
-_CT SPECIFICATIONS AND THE MANUFACTURES
NS AS APPLICABLE
IECLAMATION TANK DETAIL
N.T.S.
b
OJVC
SEAL
C. ALLAN BAMFORTH, JR.,
ENGINEER -SURVEYOR, LM.
NORFOLK, VIRGINIA
SAT -TO
APPROVED
FOR COMMANDER NAVFAC
DES CAB
IDR CAD
CHK REG
I oc CAB
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CODE ID. NO. 80091
SIZE D
SCALE. NONE
MAXIMO NO. P-13B7
JOB ORDER NO.
SPEC. NO. 9739g7
CONSTR. CONTR. NO
NAVFAC DRAWING NO.
12577311
SHEET 59 OF 191
CG511
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2' MIN. 1' MIN. UNDISTURBED IN -SITU SOIL
3# 4 CONTINOUS
15" OUTLET PIPE
#5 09" EACH WAY
MIDDLE OF WALL
HEAVY
DUTY
TRENCH
GRATE
BOLTED TO
FRAME —
CONCRETE
PAVEMENT
D
14 0 12"
M.O.W. (TYP.) o
14 0) 8"
HINGED GRATE
5'-4"
PLAN
2"
8"4'-0"
N INFILTRATION BASIN SECTION rA
N.T.S. CS 101
RIM ELEV.
BID. BASIN #1 AND #2 = 37.40
ENO. BASIN #3 = 37.70
BID. BASIN #1 AND #2 = 36.4
VARIES (SEE GRADING PLAN) BID. BASIN 13 = 36.7
"
N - sin,
1 RIM ELEV. = 36.55
8"
OPENING
3'-6" WIDE OPENING
. CENTERED IN WALL.
ELEV. = 35.55
COMPACTED SUBGRADE
OUTLET STRUCTURE GRATED COVER
N.T.S.
IV
CAST IN PLACE
f/-CONCRETE
EXPANSION
�a• JOINT, TYP.
D.
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1 SECTION
CG512
BIORETENTION
BASIN
#1 AND
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BIORETENTION
BASIN
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2'
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ONE
CONCRETE LEVEL SPREADER
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G512
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TRENCH DRAIN DETAIL
N.T.S.
N.T.S.
#57 STONE
BIORETENTION SECTION a
N.T.S. CG102
NOTE:
THE SAND FILTER SHALL BE CLEANED, WASHED COURSE
MASONRY SAND SUCH AS ASTM C33. THE SAND PARTICLES
SHALL BE LESS THAN 2 MM AVERAGE DIAMETER. THE SAND
FILTER SHALL BE INSITU SAND.
FILL SOIL MEDIA
MIX 85% BY VOLUME SAND
10% BY VOLUME FINES (SAND AND CLAY)
5% BY VOLUME PEAT MOSS
VARIES (SEE GRADING PLAN)
= 29.0
SEE NOTE
4" MIN. WASHED SAND
4" MIN. CLEAN SAND
SEASONAL HIGH GROUNDWATER = 32.5
NOTE:
BIORETENTION BASINS #1 AND 12 - 4" MIN. TRIPLE SHREDDED
HARDWOOD MULCH
BIORETENTION BASIN #3 - TOPSOIL AND SOD
2' MIN.:'1'
MIN. UNDISTURBED IN -SITU SOIL
NOTE:
THE SAND FILTER SHALL BE CLEANED, WASHED COURSE
INFILTRATION BASIN SECTION
C a STHHAr�N OIAME�""TER. TM SAND
SHALL LESS 2 MMAAv�E
N.T.S.
CS105 FILTER SHALL BE INSITU SAND.
LEVEL
SPREADER CONSTRUCTION
SEQUENCE 5. IF THE STONE BECOMES CLOGGED WITH
7. PERMANENT OR TEMPORARY SEEDING AND
SEDIMENT SO THAT IT NO LONGER
MULCHING SHALL BE APPLIED TO THE
1.
INSTALL SILT FENCE
ADEQUATELY PERFORMS ITS FUNCTION,
DENUDED AREAS WITHIN SEVEN DAYS
THE STONE MUST BE PULLED AWAY FROM
AFTER FINAL GRADE IS REACHED.
2.
ROUGH GRADE SITE
THE LEVEL SPREADER CLEANED AND/OR
TEMPORARY SEEDING AND MULCHING
REPLACED.
SHALL BE APPLIED WITHIN SEVEN DAYS
3.
CONSTRUCT CONCRETE
LEVEL SPREADER
TO DENUDED AREAS THAT MAY NOT BE
6. FINAL GRADE SITE
AT FINAL GRADE BUT WILL REMAIN
4.
PLACE NO. 57 STONE
DORMANT (UNDISTURBED) FOR LONGER
THAN 30 DAYS.
8. REMOVE TEMPORARY EROSION AND
SEDIMENT CONTROL MEASURES
II
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N.T.S.
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07/29/10 SEAL
C. ALLAN BAMFORTH, JR.,
ENGINEER -SURVEYOR, LTD.
NORFOLK, VIRGINIA
SAT TO
APPROVED
FOR COMMANDER
NAVFAC
DES ce
DR
CAD
CHK RE6
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CAB
NAVFAC MANAGER HUBW YJMW
REVIEWED BY
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SIZE
D
SCALE: NONE
MAXIMO No.
P-1357
JOB ORDER
NO.
SPEC. No.
97307
CONSTR. CONTR.
NO.
NAVFAC DRAWING NO.
12577312
Q^
SHEET 60
OF 191
CG512
ORAMINE M
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SANITARY SCHEDULE SITE NOTES:
STRUCTURE DATA PIPE DATA OA CHILD DEVELOPMENT CENTER
© CONCRETE DUMPSTER PAD
17'— 6 SAN. 0 1.04% Op 6" X 18" CONCRETE EDGE
PIPE CONNECTION
�2 — Q3 1701
— 8w SAN. N
INV. 6' (N) = 36.87 1210 — 8' SAN. 0 1.47X m
®— ® 80' — 8' SAN. 0 O.32r
OE CONCRETE PAVEMENT
0 96' — 8" SAN. 0 0.52% © BOLLARDS
RIM 40.00 m.
INV. 6" = 36.6s ©— 0 21' — 8" SAN. O 0.52X �H CONCRETE SIDEWALK
INV. 8" (NW) = 34.69 PLAYGROUND $� ull
O SAN, SEE LANDSCAPE DRAWINGS.
RIM ��3750m I SANITARY PUMP STATION
INV.8' 33.81
INV. 8" (W) = 31.81y I © GENERATOR PAD
SEE ELECTRICAL DRAWINGS.
® SAN. MH.
.m RIM = 34( PUMP CONTROL PANEL PAD INFILTRATION BASIN
INV. 8" (E) = 30.03 m SEE ELECTRICAL DRAWINGS.
INV. 8" (SW) = 8. ; , ,.. EE 4- WYE W/
.`..`.11 ® MECHANICAL PAD RESTRAINED JOINT
SAN. MH. SEE MECHANICAL DRAWING 4" VALVE W/ BOX
RIM = 38.60 '' ® PROPANE TANK EMERGENCY PUMP
INV. 8* (NE) = 27.61 SEE PLUMBING DRAWINGS CONNECTION W/ 2
INV. 8 (NW) = 27.51 -:. BOLLARDS.
TRANSFORMER PAD
© SAN. MH. SEE ELECTRICAL DRAWINGS O DUMPSTER ENCLOSURE
RIM = 38.20 SEE ARCHITECTURAL
INV. 8" (SE) = 27.01 OU PERMEABLE PAVEMENT
INV. 8' (SW) = 26.91 m PROVIDE 8" X 8" WEEI
OPENINGS (AT SLAB
07 PUMP STATION '- LEVEL) 0 4'0" ON
INV. 8 (NE) = 26.80
s` I CENTER FOR DRAINAGE
;."
N UTILITY NOTES:
PROJECT LIMITS 01 FIRE DEPARTMENT CONNECTION W/ 2 BOLLARDS
U 4" — 45' BEND W/
RESTRAINED JOINTS
H—
— TEMPORARY
WATER
SURFACE
/
60'
I 30' \ \
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07/29/10 SEAL
C. ALLAN BAMFOR1rH, JR.,
ENGINEER —SURVEYOR, I.M.
NORFOLK, VIRGINIA
LU 02 8" X 6" REDUCER W/
T.O.B. L LI RESTRAINED JOINTS
�— = 6" VALVE W/ BOX aE ono
FIRE HYDRANT W/ 2 BOLLARDS
2
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6" SAN. O " 00000.�J 6POST TEE
INDW/TOR5ESTRAINED JOINTS APPROVED
3" VALVE W TAPPED BOX E FOR COMMANDER NAVFAC
8 I m 5' 70' t.' Q 3"-90' BEND DES CAB DR CAD
0
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F'I NAVFAC MANAGER HUBW WRW
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80091
SIZE
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KEY PLAN=r` —Ur," SCALE: GRAPHIC
SEP 2 2 2010 JOBMAXIMO.ORDER NO. P-1357
SPEC. NO. 97=7
by CONSTR. CONTR. NO.
GRAPHIC SCALE
NAVFAC DRAWING NO.
12577284
0 25' 50' 75' 100' SHEET 32 OF 191
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PROJECT LIMITS
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0
1 ' 2
3
JOINT RESTRAINT NOTE
1. ALL FITTINGS SHALL. HAVE RESTRAINED TYPE JOINTS.
2. IN ADDITION TO RESTRAINED JOINTS AT FITTINGS,
THE FOLLOWING MINIMUM LENGTHS OF PIPE SHALL
BE PROVIDED WITH RESTRAINED JOINTS EACH SIDE
OF FRYING:
HORIZONTAL BENDS (DUCTILE IRON PIPE)
8" X 6" REDUCER: 19 FT.
8" 45 DEGREE BEND: 10 FT.
6" 45 DEGREE BEND: 8 FT.
HORIZONTAL BENDS (PVC PIPE)
8" X 6" REDUCER: 35 FT.
8" 45 DEGREE BEND: 12 FT.
8" 11 1/4 DEGREE BEND: 3 FT.
6" 45 DEGREE BEND: 10 FT.
FOR ALL HORIZONTAL TEES, PROVIDE ONE FULL
LENGTH OF PIPE (18 FEET) EACH SIDE OF THE
MAIN LINE SHALL BE PROVIDED WITH RESTRAINED
JOINTS AND 1 FOOT OF PIPE ALONG THE BRANCH
RUN:
VERTICAL BENDS (DUCTILE IRON PIPE)
8" 45 DEGREE BEND: 24 FT.
6" 45 DEGREE BEND: 18 FT.
VERTICAL BENDS (PVC PIPE)
8" 45 DEGREE BEND: 45 FT.
8" 11 1/4 DEGREE BEND: 11 FT.
m
N
SITE NOTES:
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PLANTING NOTES
1. ALL PLANTS SHALL CONFORM TO THE AMERICAN STANDARD FOR
NURSERY STOCK, LATEST EDITION. PLANTS SHALL BE NURSERY -GROWN,
AND IN A HEALTHY, INSECT AND DISEASE- FREE CONDITION.
2. SUBSTITUTIONS OF SIZE OR VARIETY OF PLANT MATERIAL SHALL BE
APPROVED ONLY BY THE CONTRACTING OFFICER.
3. ALL TREES AND SHRUBS HAVE BEEN LOCATED WITH RESPECT TO
PROPOSED OR EXISTING UTILITIES TO THE MOST ACCURATE EXTENT
POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF ALL UTILITIES IN THE FIELD. IF DISCREPANCIES
OCCUR, OR IF OBSTRUCTIONS BELOW GROUND OR OVERHEAD ARE
CONTRACTING OFFICER SHALL BE NOTIFIED. ENCOUNTERED, THE
ADJUSTMENTS SHALL BE MADE ONLY UPON THE NECESSARY APPROVAL
OF THE CONTRACTING OFFICER AND LANDSCAPE ARCHITECT.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE CONTRACTING
OFFICER OF ANY VARIANCE FROM PLANS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THOROUGHLY
WATERING ALL PLANT MATERIAL AFTER PLANTING AND MULCHING.
6. ALL PLANTING OPERATIONS SHALL BE PERFORMED AS PER DETAILS
AND SPECIFICATIONS.
7. "B&B" AS LISTED IN THE PLANT SCHEDULE INDICATES BALLED AND
% BURLAPPED.
8. ALL PLANTING SOIL MIXTURE SHALL BE 100% TOPSOIL AS
\ SPECIFIED.
9. ALL EXISTING SOIL SHALL BE EXCAVATED FROM PLANTING AND
REMOVED FROM THE CONSTRUCTION SITE. ALL PLANTING PITS SHALL
BE BACKFILLED TO THE REQUIRED DEPTH WITH PLANTING SOIL MIXTURE
AS SHOWN ON DETAILS. WHERE A SHRUB BED OCCURS, THE ENTIRE
\ BED SHALL BE PREPARED WITH THE REQUIRED SOIL MIXTURE, AS
SPECIFIED, TO THE REQUIRED DEPTH.
10. ALL SHRUBS ARE TO BE MAINTAINED SO AS TO GROW TOGETHER
AND FORM A MASS. PRUNING (TRIMMING, SHEARING, ETC.) SHALL BE
LIMITED TO THINNING AS NECESSARY. THE NATURAL GROWTH AND FORM
OF THE PLANT SHALL BE MAINTAINED WITHOUT DAMAGE TO PRIMARY
AND SECONDARY LEADERS.
11. ALL TREES SHALL BE SINGLE LEADER SPECIMENS UNLESS
> OTHERWISE NOTED.
12. IN PLANTING BEDS, SHRUB MASSES, AND HEDGES, ELIMINATE THE
> COMPACTED EARTH SAUCER REFERRED TO IN THE PLANTING METHODS
AND COVER THE ENTIRE PLANTING AREA WITH MULCH AS SPECIFIED.
13. VERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE PLANT
> SCHEDULE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND
THE KEYED PLAN SHALL GOVERN.
> 14. ALL AREAS TO RECEIVE TURF SHALL BE SODDED CENTIPEDE
GRASS. THESE TURF AREAS SHALL RECEIVE 4 INCHES OF TOPSOIL
PRIOR TO SODDING OPERATIONS.
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HEIGHT
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REMARKS
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ACER BUERGERIANUM
TRIDENT MAPLE
18
10'-12'
2-1/2"
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KOUSA DOGWOOD
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6'-80
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YAUPON HOLLY
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36"
24"
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LAGERSTROEMIA INDICA 'SIOUX'
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25
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B&B; FULLY BRANCHED; 3-5 STEMS
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MAGNOLIA GRANDIFLORA
SOUTHERN MAGNOLIA
5
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2-1/2"
1
B&B OR
CONTAINER
B&B; FULLY BRANCHED
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MYRICA CERIFERA
WAX MYRTLE
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2400
3 & 4
7 GALLON
CONTAINER
FULLY BRANCHED
PT
PINUS TAEDA
LOBLOLLY PINE
17
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2-1/2"
1
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CONTAINER
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3A4aWQM ISTCHUM
BALD CYPRESS
9
10'-12'
2-1/2"
1
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FULL HEADS; 4 FT. CLEAR TRUNK
FP
FRAXINUS PENNSYLVAN
GREEN ASH
10
10'-12'
2-1/2"
1
T ORAINER
CONTAINER
B&B; FULLY BRANCHED
HF
HYPERICUM FRONDOSUM
GOLDEN ST. JOHNS WORT
49
36"
36"
4
5 GALLON
CONTAINER
FULLY BRANCHED
IN
ILEX VOMITORIA 'NANA'
DWARF YAUPON HOLLY
36
48"
48"
4
5 GALLON
CONTAINER
FULLY BRANCHED
JV
JUNIPERUS VIRGINIANA 'GREY OWL'
GREY OWL JUNIPER
13
36"
48"
4
5 GALLON CONTAINER
FULLY BRANCHED
RH
RUDBECKIA HIRTA
BLACK EYED SUSAN
30
24"
24"
4
3 GALLON
CONTAINER
FULLY BRANCHED
VN
VERNONIA NOVEBORACENSIS
IRONWEED
32
48"
36"
4
3 GALLON
CONTAINER
FULLY BRANCHED
RUBBER HOSE SECURED
WITH NO.12 GAUGE, PLIABLE,
DOUBLE STRAND WIRE
4 INCHES OF
TRIPLE SHREDDED
HARDWOOD MULCH
PLANTING SOIL MIXTURE
4" COMPACTED
EARTH SAUCER (NOTE: IN
PLANTING BEDS, ELIMINAT
THE COMPACTED EARTH
SAUCER AND COVER ALL
BEDS WITH 3 INCHES OF
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UNDISTURBED SOIL
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SET 120 DEGREES APART
SET TOP OF ROOT BALL
2" ABOVE EXISTING GRADE
FINISHED GRADE
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TWO TIMES
BALL DIAMETER
PLANTING METHOD NO. 1
NOT TO SCALE
RUBBER HOSE SECURED
WITH NO.12 GAUGE, PLIABLE,
DOUBLE STRAND WIRE
4 INCHES OF TRIPLE
SHREDDED HARDWOOD MULCH
PLANTING SOIL MIXTURE
4" COMPACTED
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SET TOP
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FINISHED
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EXISTING
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NOT TO SCALE
SET PLUMB
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HARDWOOD MULCH
WEED CONTROL FABRIC
FINISHED GRADE
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BALL 2 INCHES ABOVE
FINISHED GRADE
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TURF
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CODE ID. NO. 80091
SIZE D
SCALE: AS NOTED
MAXIMO NO. P-1357
JOB ORDER NO.
SPEC. IN
CONSTR. CONTR. NO
424 WEST 21ST STRE T U
NAVFAc DRAWING No.
NORFOLK, VIRGINIA 23517
12577318
T 757.622.6446
SHEET gg OF 191
L-501
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CIVIL GENERAL NOTES:
1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CONTRACTING OFFICER. THE CONTRACTOR SHALL
REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. THE CONTRACTOR SHALL BRING CONFLICTS
BETWEEN PROJECT SPECIFICATIONS AND PLANS TO THE ATTENTION OF THE CONTRACTING OFFICER AND
ENGINEER FOR RESOLUTION. ALL MATERIALS AND WORKMANSHIP WILL CONFORM TO THE PROJECT
SPECIFICATIONS.
2. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATION, VERIFICATION, SUPPORT AND PROTECTION OF ALL ABOVEGROUND
AND UNDERGROUND UTILITIES TO REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT
DRAWINGS. ANY CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S AND
ENGINEER'S ATTENTION IMMEDIATELY.
3. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT, UTILITIES, AND OTHER
D PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT
DAMAGED BY THE CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR TO THE CONTRACTING OFFICER'S
SATISFACTION AT NO ADDITIONAL EXPENSE TO THE OWNER.
4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT
POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER
PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH
CAROLINA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS CONTRACT SHALL NOT IMPACT
THE OPERATION OF ANY ADJACENT PROPERTIES.
6. CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SERVICES, INCLUDING
FIRE HYDRANTS, REMAIN OPERATIONAL DURING CONSTRUCTION.
7. THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND STAGING AREAS USED BACK TO THEIR ORIGINAL
CONDITION. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
8. THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE EXISTING PAVEMENT SURFACES
ARE NOT DAMAGED FROM TRACKED CONSTRUCTION EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WHEN
EQUIPMENT IS BEING MOVED DURING AND AFTER WORK IS BEING CONDUCTED. CONTRACTOR SHALL REPAIR
ANY PAVED AREAS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CONTRACTING OFFICER.
9. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE KEPT CLEAN AT ALL TIMES.
DO NOT ALLOW BUILD UP OF SOIL, MUD, DUST OR OTHER DEBRIS.
10. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING TO COMPLETE THE WORK.
11. ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET ARE FOR REFERENCE ONLY. CONTRACTOR
MUST VERIFY ALL MATERIAL QUANTITIES SHOWN.
12. CONTRACTOR SHALL BE AWARE OF ONGOING CONSTRUCTION ON ADJACENT SITES AND COORDINATE WHEN
NEEDED WITH CONTRACTORS FOR P-1357 CDC AND P-1251/P-1254 BEQ.
C13. CONTRACTOR SHALL PROTECT THE MONUMENT BOATS LOCATED AT THE INTERSECTION OF HIGHWAY 172 AND
DA MUNRO ROAD.
EXISTING CONDITION NOTES:
1. THE UTILITIES AND SITE FEATURES SHOWN IN THESE CONSTRUCTION DRAWINGS HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION PERFORMED BY CAPE FEAR ENGINEERING, INC. RFP DRAWINGS PREPARED BY
HBA ARCHITECTURE, GIS INFORMATION PROVIDED BY MCB CAMP LEJEUNE, AND CONSTRUCTION PLANS FOR
THE ONGOING P-1251/1254 BEQ PROJECT P-1266 UTILITY UPGRADE PROJECT, AND P-1357 CDC
PROJECT.
2. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES AND SITE FEATURES SHOWN COMPRISE ALL
UTILITIES AND SITE FEATURES IN THE AREA EITHER IN SERVICE OR ABANDONED. CAPE FEAR ENGINEERING,
INC. FURTHER DOES NOT WARRANT THAT THE UTILITIES AND SITE FEATURES SHOWN ARE IN THE EXACT
LOCATION INDICATED. CAPE FEAR ENGINEERING HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
3. TOPOGRAPHIC SURVEY COMPLETED BY CAPE FEAR ENGINEERING, INC. AND BASED ON BASE MONUMENTS
"J.D. HOUGH" AND "PHINAM", NAD 83/2007, NAD 88 AS PER DATA SHEETS. J.D. HOUGH (N=309338.701,
E=2493673.272, ELEV=36.0044); PHINAM (N=310036.267, E=2491525.618, ELEV=9.7057). THE BASIS FOR
THE CONTROL HAS NOT BEEN VERIFIED BY CAPE FEAR ENGINEERING, INC.
4. THERE ARE JURISDICTIONAL WETLANDS LOCATED NEAR THE PROJECT BOUNDARY. THE WETLAND LIMITS HAVE
BEEN APPROVED BY THE USACE UNDER ACTION ID SAW-2010-01799 AND ARE SHOWN ON PLANS.
5. THE PROJECT SITE LIES WITHIN FLOOD ZONE "X" AS DESCRIBED ON THE FLOOD INSURANCE RATE MAP
COMMUNITY MAP 372043 PANEL 4380J WITH AN EFFECTIVE DATE OF NOVEMBER 3, 2005.
DEMOLITION PLAN NOTES:
1. ALL CONSTRUCTION DEBRIS NOT WANTED BY GOVERNMENT SHALL BECOME THE PROPERTY OF THE
CONTRACTOR.
2. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION AND/OR
B RELOCATION WORK. THE CONTRACTOR SHALL TAKE EXTRA CAUTIONARY MEASURES TO PREVENT DISRUPTION
OF THE TELECOM FIBER IN THE PROJECT AREA. ONCE LOCATED IN THE FIELD, POSITIVE VERIFICATION BY
POTHOLE IS REQUIRED. REPORT ANY CONFLICTS OR DISCREPANCIES TO ENGINEER.
3. AT THE END OF EACH DAY'S WORK, REMOVE ANY DEBRIS (RESULTING FROM CONTRACTOR'S DEMOLITION
OPERATIONS) THAT IS NOT WITHIN THE CONTRACTOR'S CONSTRUCTION FENCING.
4. CONTRACTOR SHALL MINIMIZE IMPACT OF TEMPORARY STORAGE OF EXCAVATED SOILS.
5. LAYDOWN AREA SHALL BE DESIGNATED PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT
THE CONTRACTING OFFICER FOR SPECIFIC PROJECT LAYDOWN AREA NEEDS, LAYDOWN AREA LOCATION
REQUESTS, AND LAYDOWN AREA ASSIGNMENTS. COORDINATION FOR LAYDOWN AREA SHALL INCLUDE NAVFAC
CM, NAVFAC ET AND MCES AREA COMMANDER S-4,[phone]/[phone]/[phone].
6. DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL
OF ALL ITEMS, INCLUDING ALL EXCAVATED MATERIALS NECESSARY TO COMPLETE WORK WITHIN THIS
CONTRACT.
7. WHERE ASPHALT/CONCRETE DEMOLITION IS REQUIRED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS
OF DEMOLITION OR NEAREST JOINT TO OBTAIN A CLEAN VERTICAL EDGE.
8. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORMDRAIN FACILITIES SHALL BE PERFORMED IN SUCH A
MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND PIPING ARE
IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORMDRAIN DOES NOT REMAIN OUT OF
SERVICE FOR LONGER THAN 12-HOURS AT A TIME. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO
MAINTAIN PROPER STORM DRAINAGE DURING CONSTRUCTION.
9. REMOVE AND DISPOSE OF ALL STUMPS AS REQUIRED FOR PROJECT CONSTRUCTION.
10. ALL PIPING INDICATED FOR DEMOLITION TO BE REMOVED. UNLESS CONTRACTING OFFICER APPROVES FOR
ABANDONMENT.
11. IF EVIDENCE OF CONTAMINATION IS ENCOUNTERED DURING CONSTRUCTION ACTIVITIES (STAINED SOIL, ODORS,
ETC.) STOP WORK IMMEDIATELY AND CONTACT EMD AT [phone]/9017/9607/1482.
Al2. 3R UXO TRAINING IS REQUIRED FOR CONSTRUCTION PERSONNEL.
13. IF UXO IS ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, STOP WORK IMMEDIATELY AND CONTACT EMD
AT [phone]/9017/9607/1482.
BORROW AREA NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ENSURING BORROW AREA HAS AN APPROVED EROSION CONTROL
PERMIT AND APPROPRIATE MEASURES IN PLACE PRIOR TO LAND DISTURBING ACTIVITY.
2. IF ADDITIONAL FILL MATERIAL IS NEEDED, THE FRENCH CREEK BORROW PIT SHALL BE UTILIZED. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE EQUIPMENT TO EXCAVATE AND TRANSPORT THE
SOIL FROM THE FRENCH CREEK BORROW PIT SITE. THERE IS NO COST TO THE CONTRACTOR FOR THE
SOIL EXCAVATED FROM THE FRENCH CREEK BORROW PIT. ALL MATERIAL MUST BE EXTRACTED AND
TRANSPORTED OFFSITE AT CONTRACTOR'S EXPENSE. PROVIDE MATERIAL TESTING TO ENSURE THE
BORROW MATERIAL COMPLIES WITH THE SPECIFICATIONS.
STORMWATER AND GRADING NOTES:
1. AN NCDENR STATE STORMWATER PERMIT IS REQUIRED. NO INSTALLATION OF ANY IMPERVIOUS SURFACES
SHALL BE DONE PRIOR TO OBTAINING PERMIT APPROVAL(S). A COPY OF THE APPROVED STORMWATER
PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
2. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED UTILITY ADJUSTMENTS
AND/OR RELOCATIONS.
3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
4. DURING CONSTRUCTION, CONTRACTOR SHALL PERFORM GRADING IN A MANNER AND SEQUENCE THAT
WILL PROVIDE PROPER DRAINAGE AT ALL TIMES.
5. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH
FIT AND CONTINUOUS GRADE.
6. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. "WAFFLE BOXES AND /OR KNOCK OUT
BOXES ARE NOT ALLOWED".
7. STORM PIPE SHALL BE ALL CLASS III REINFORCED CONCRETE PIPE (RCP) UNLESS OTHERWISE NOTED.
8. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ALL PROPOSED AND EXISTING PIPES
SHALL BE CLEANED OUT TO REMOVE ALL ACCUMULATED SILT AND DEBRIS.
9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
WATERTIGHT.
10. ALL STORMWATER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL BE
HEAVY-DUTY TRAFFIC RATED.
11. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED
AREAS.
EROSION CONTROL NOTES:
1. LIMITS OF DISTURBANCE IS PROJECT AREA. TOTAL DISTURBED AREA IS 246,828 SF (5.67 AC).
2. A NCDENR LAND DISTURBANCE PERMIT IS REQUIRED. NO DISTURBANCE MORE THAN 1-ACRE SHALL BE
DONE PRIOR TO OBTAINING PERMIT APPROVAL. A COPY OF THE APPROVED EROSION CONTROL PLAN
MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
3. CONTRACTOR SHALL COMPLY WITH CURRENT NC DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES (NCDENR) "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" FOR ALL
EROSION CONTROL WORK.
4. DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONTRACTING OFFICER IN WRITING IF
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE
CHANGES.
5. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL CLEAR AND GRUB ALL DISTURBED AREAS.
6. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION AS THE RESULT OF INCREASED
RUNOFF OR SEDIMENT DISPLACEMENT, THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH
CONDITIONS AND PREVENT DAMAGE TO ADJACENT PROPERTIES.
7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN
NECESSARY, AND SHALL BE CHECKED FOR STABILITY AND PROPER FUNCTIONING AFTER EVERY RAINFALL
EVENT.
8. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE SITE AT ALL TIMES.
9. CONTRACTOR SHALL PLAN WORK TO MINIMIZE DISTURBANCE OF EXISTING TURFED SURFACES. FINAL
DISTURBANCES FOLLOWED IMMEDIATELY BY FINE GRADING AND PLACEMENT OF TEMPORARY OR
PERMANENT SEEDING SHALL BE PREFERRED OVER THE USE OF SILT FENCE AND LONGER TERM CHECK
DAMS/INLET PROTECTION TYPES OF DEVICES.
SEQUENCE OF LAND DISTURBANCE:
1. CONTRACTOR SHALL COMPLY WITH THE CURRENT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT) STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, NCDOT ROADWAY STANDARD
DRAWINGS, AND THE NCDOT 2012 PROJECT SPECIAL PROVISIONS UNLESS OTHERWISE NOTED.
2. JOINTING IS SHOWN FOR PATTERN AND RHYTHM ONLY. DRAWINGS ARE NOT TO BE SCALED.
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PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK.
FOR COMMANDER NAVFAC
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DETERMINE AND MARK LIMITS OF DISTURBANCE.
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PLACE ALL EROSION CONTROL DEVICES.
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TOP SOIL REMOVAL AND STORAGE. ALL ROOTS, STUMPS, OR OTHER DEBRIS SHALL BE REMOVED FROM
SATISTFACTORV TO DATE
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INSTALL STORMDRAIN AND INLET/OUTLET PROTECTION. INSTALL CONVEYANCE SWALES AND TEMPORARY
WATTLE SEDIMENT BARRIERS.
CHIEF ENGIARCH
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BRING SITE TO FINAL GRADE. SPREAD STOCKPILED TOPSOIL OVER DISTURBED AREAS.
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PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, ON ALL PERIMETER SWALES AND ALL
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IF SEDIMENT CAN NOT BE SPREAD EVENLY ACROSS THE SITE BECAUSE THE SITE HAS ALREADY BEEN
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CONFORMALL SIGNS AND TRAFFIC CONTROL DEVICES TO MANUAL ON UNIFORM TRAFFIC CONTROL
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6.
ANY EXISTING PAVEMENT MARKINGS IN THE VICINITY OF THE PROJECT LIMITS THAT ARE DAMAGED DURING
CONSTRUCTION CONTRACT NO.
CONSTRUCTION SHALL BE REPAIRED OR REPLACED. MAIVACi PONNT COMA OSSION
DIVISION OF WAIE2 QUALITYN40085
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NAVFAC DRAWING NO.
12636704
SHEET 2 OF 61
C-051
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C-250 (SITE PLAN)
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SHEET 4 OF 61
C-053
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PACKAGE 1- IFC - 11.05.2012
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KEYNOTES
a
OPROJECT BOUNDARY . .. . ..
OSAW CUT AND DEMO
EXISTING PAVEMENT (1-2 FT MIN)
UNLESS APPROVED BY THE CONTRACTING
OFFICER
O PERMANENTLY REMOVE EXISTING PAVEMENT
DMARKINGS BY MILLING D
ODEMO EXISTING SIGN AND POST.
SALVAGE FOR REUSE. a
O5 DEMO EXISTING CONCRETE TANK m
TRAIL CROSSING c
OEi DEMO EXISTING GRAVEL TANK TRAIL
AS REQUIRED
DEMO EXISTING STORMDRAIN
RELOCATE EXISTING TELEPHONE
GW O8 PEDESTAL TO OUTSIDE OF NEW PAVEMENT —
SEE SHEET ES-101 FOR DETAILS
37 REMOVE/RELOCATE OVERHEAD ELECTRIC AND
O POWER POLE— SEE SHEET ES-101 FOR DETAILS
38OE
--- .. _ --- OIL
--
_--- EXISTING GRAVEL ROAD r _ _ _ - — — — OE —
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BOLD ARE TO BE DEMOLISHED BY THE CONTRACTOR. Z
\ \ KEYNOTES HAVE BEEN ASSIGNED FOR REFERENCE. ALL z rJ p Z
FEATURES TO BE REMOVED MAY NOT BE LABELED. w > z X a
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NOTE: SEE SHEET C-053 / FOR OVERALL INDEX. SCALE asNOTED
( LEPROJECT NO. 800511
1 / PAN CONSTRUCTION CONTRACT NO.
30 0 30 60 NORTH
= I \ NAVFAC DRAWING NO.
1 INCH -.30 FEET 12636710
SHEET 8 OF 61
Jf
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1 1 2 1 3 1 4 51 PACKAGE 1- IFC - 11.05.2012

11
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3

C
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1 I 2
MULCHING MATERIALS AND APPLICATION RATES
COMPACTED FILL
FILTER FA
14 GAUGE STEEL WIRE 6"
OPENINGS
HOG WIRE FENCING, 32" WIDE MIN., VERT. WIRE STAYS © 12'
O.C., MIN 6 HORIZ. WIRES, TOP & BOTT. WIRES TO BE 12.5
GA., FILLER WIRES TO BE 10.5 GA., TO BE ZINC COATED TO
COMMERCIAL STDS. DIRECTION OF F
SYNTHETIC FILTER FABRIC AT LEAST 95% POLYOLEFIN OR
POLYESTER BY WEIGHT. FABRIC SHALL CONTAIN UV INHIBITORS
& STABILIZERS TO PROVIDE MIN. 6 MONTHS OF USE
,1vIR�
W�FENn F
STEEL POST
EXTENSION OF
FABRIC AND WIRE
INTO TRENCH
5' MIN. STANDARD "T" POSTS,
1.33 LB/LF OR HEAVIER
NOTE:
1. ALL SILT FENCE MATERIAL SHALL
MEET OR EXCEED ASTM D 6461-99.
ISOMETRIC
TEMPORARY SILT FENCE
NOT TO SCALE
C NOTE: TEMPORARY SILT FENCE HAS NOT BEEN SPECIFIED FOR THIS PROJECT.
DETAIL HAS BEEN PROVIDED FOR CONTRACTOR'S USE SHOULD ADDITIONAL
EROSION CONTROL MEASURES BE REQUIRED.
0
ULVI-t
SOMTRIC VIEW
CROSS SECTION
VEE DITCH
N wm'.
USt WITIIIMJN 17 IN. DIAMETER NATILE.
USE 2 FT. WOODEN STARES WITH A I IN. BY 2 IN. NOMINAL
GRO86 SECTION.
LMSTALL MATTLE(B) TO A HEIGHT IN DITCH W FLOW WILL MOT
�IfA1�F1 AROUND WATTLE me ams DITCH SLOPES AKo AS DIRECTED.
OF PAVEMENT STAKES
A MINIA M OF 2 UPSLOPE STAKES AND 4 D0 LOPE
sTAKES AT AN ANGLE TO WmOE urns TO BOTTOM OF DITOH.
PROVIDE STAPLES MADE OF 0.12E IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12R IN LEMON.
INSTALL STAPLSB APPROXIMATELY EVERY 1 LINEM FOOT ON
MOTH SIDES OF WATTLE AND AT EACH END TO $15OURE IT TO THE OWL.
INSTALL MATTING IN AODORW rA iDTH MTIOM 1631 OF 1HE
STANDARD SPECIFICATI0106.
GROUND
NATURAL GROUND
WTTIID—_z "Azz- I _• N--B' DOMINSLOPE
CROSS SECTION
TRAPEZOIDAL DITCH
FLO
INSET A INSET S
TOP VIEiW
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
2 TONS
DRY, UNCHOPPED,
UNWEATHERED; AVOID WEEDS
SHOULD COME FROM WHEAT OR OATS
SPREAD BY HAND OR MACHINE, MUST
BE TACKED DOWN.
TEMPORARY SEEDING
I
GRASS TYPE
A
MAINAT'TE NCE
DEC 1 - APR 15
RYE (GRAIN) h
LESPEDEZA KOBE
120 LES.
k 50 LBS.
750 LBS. 10-10-10
NA
NA
NA
APRIL 15 - AUG 15
GERMAN MILLET
40 LBS.
750 LES. 10-10-10
NA
NA
NA
AUG 15 - DEC 30
RYE GRAIN
120 LBS.
1.000 LES. 10-10-10
NA
NA
NA
PERMANENT SEEDING
NOTE: PROJECT RFP REQUIRES ALL DISTURBED AREAS TO BE SODDED: HOWEVER WITH THE CONTRACTING OFFICER'S APPROVAL THE FOLLOWING SEED MIXTURE (OR
ENGINEERING APPROVED EQUAL) MAY BE USED FOR PERMANENT GROUND COVER FOR PERIMETER AND OFFSITE AREAS.
I G
GRASS TYPE
A
A R
15 FEE - 30 APR
TALL FESCUE
BO LES
500 LES 10-10-10 #
1 APR - 15 JUL
PENSACOLA BAHIAGRASS
50 LBS
500 LBS 10-10-10 4c
15 APR - 15 AUG
GERMAN MILLET
10 LOS
500 LBS 10-10-10 #
15 AUG - 1 MAY
RYE (GRAIN)
25 LBS
500 LES 10-10-10
1 SEP - 31 OCT
PENSACOLA BAHIAGRASS
50 LES
500 LES 10-10-10
KOBE LESPEDEZA
40 LES
500 LEIS 10-10-10
1 MAR - 1 JUN
CENTIPEDE
10-20 LES
300 LBS 15-0-15
NOTE FERTILIZATION RATES ABOVE ARE GENERAL GUIDANCE BASED ON THE NORTH CAROLINA SEDIMENTATION AND EROSION CONTROL MANUAL CONTRACTOR SHALL
HAVE THE GNSITE SOILS TESTED TO DETERMINE THE SPECIFIC NUTRIENT REQUIREMENTS. SUBMIT SOIL TEST RECOMMENDATIONS AND RESULTS FOR ENGINEER REVIEW.
CONTRACTOR MAY SUBMIT OTHER SPECIES OF TEMPORARY SEED FOR APPROVAL PROVIDED SPECIES ARE IN ACCORDANCE WITH NCOENR ESCM.
*EYCEPT WHEN CENTIPEDE IS IN SEASON
SEEDING SCHEDULE 3
NOT TO SCALE C-451,C-452,C-453,C-454
EXISTING GROUND
— _ �� _ — — — — — — — — — — — — — — — -_
II MINI' IrHI[ II 1(— — �I {!I III III III-1II-
Z- Il I l711 La-1
I i TOTAL I__I��ill=li' DEPTH �i,i;,,11�1111111�
C=�
VARIES 1=, .. 31 MIN SIDE SLOPES
UNDISTURBED EARTH-11=,
INSTALL JUTE OR EXCELSIOR
MAT LINER TO TOP OF BANK
A
D =
PIP VDW-
La
= APRON LENGTH
W =
APRON WIDTH
3 X PIPE DIA. MIN.
d =
APRON DEPTH
NOTES:
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La IS THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE
DIAMETER BUT NOT LESS THAN 6".
3. A FILTER BLANKET OR FILTER FABRIC
SHOULD BE INSTALLED BETWEEN THE
RIPRAP AND SOIL FOUNDATION.
GRASSED SWALE
NOT TO SCALE
PLAN
SLOPE 0 % I I FLOW
SECTION A -A
RIP -RAP OUTLET PROTECTION
NOT TO SCALE
TEMPORARY WATTLE SEDIMENT BARRIER
NOT TO SCALE C-451,C-452,C-453,C-454 L
FILTER FABRIC
F
NOTE: CHANNEL SHALL BE VEGETATED IN
ACCORDANCE WITH THE PROJECT
SPECIFICATIONS
ISOMETRIC
NOT TO SCALE
STIR ID
Do IN.
La FT.
W (FT.)
d IN.
CLASS
FES #1
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