SW8080813_APPROVED PLANS_20180112

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 USt OY �3
DOC TYPE
❑ CURRENT PERMIT
m APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 2
YYYYMMDD

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P1269-FIELD TRAINING FACILITY
DEVIL DOG SCHOOL OF INFANTRY SOI I
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MCB CAMP LEJEUNE - JACKSONVILLE, NORTH CAROLINA ' 11
CONSTRUCTION CONTRACT NO. N40085-08-D-9739
STORMWATER MANAGEMENT PLAN PACKAGE
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FINAL SUBMITTAL TO NCDENR
JAN UARY 31, 2013
APPROVED
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19 2013
MANAGEMENT COMMISSION
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DIVISION OF WATER QUALITY BY:
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INDEX OF DRAWINGS:
1. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA -ONE CALL' (1-8001 AT LEAST 48 HOURS PRIOR TO
BEGINNING WORK IN ORDER TO DETERMINE THE EXTENT AND LOCATION OF ALL UNDERGROUND UTILITIES WITHIN
THE PROJECT LIMITS.
2. THE LOCATION AND EXTENT OF EXISTING UTILITY FACILITIES ARE SHOWN BASED UPON INFORMATION AVAILABLE AT
THETIMEOFDESIGN. NEITHER THE OWNER NOR THE ENGINEER WARRANTS OR GUARANTEES THE ACCURACY OR
COMPLETENESS OF THE INFORMATION PROVIDED BY THESE PLANS. THE REMOVAL OR RELOCATION OF UTILITIES
AND APPURTENANCES WILL BEAT THE RISK AND EXPENSE OF THE CONTRACTOR. THIS INCLUDES BUT IS NOT
LIMITED TO POWER. SEWER, WATER, TELEPHONE, LONG DISTANCE COMMUNICATION, CABLE TELEVISION. ETC.
3, THE CONTRACTOR SHALL VERIFY THE SIZE AND ELEVATION OF ALL UNDERGROUND UTILITIES TO BE CROSSED,
PRIOR TO JACKING OR BORING CONDUITS.
4. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR WILL BE RESPONSIBLE FOR IDENTIFYING AND
VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST OR CROSS
THROUGH THE CONSTRUCTION LIMITS. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY EXISTING
UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE.
5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO VALVES AND HYDRANTS FOR OWNER AND EMERGENCY SERVICES
STAFF.
6. THE CONTRACTOR SHALL REPLACE ANY VALVE BOXES, RISERS, OR LIDS LOST OR DAMAGED DURING
CONSTRUCTION, AT NO ADDITIONAL PAYMENT.
T. A MINIMUM OF FOUR FOOT LATERAL CLEARANCE SHALL BE MAINTAINED BETWEEN UTILITY AND OTHER NON -UTILITY
APPURTENANCES, TO THE EXTENT POSSIBLE AS DIRECTED BY THE ENGINEER.
8 THE CONTRACTOR SHALL KEEP AND MAINTAIN THE PROJECT AREA IN A CLEAN CONDITION, FREE OF DEBRIS AND
TRASH.
9. WHEN MATERIALS UNSUITABLE FOR FOUNDATIONS, SUBGRADE OR OTHER PROPOSED CONSTRUCTION OCCUR
WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL BELOW THE GRADE
SHOWN ON THE PLANS AND SHALL PLACE APPROVED BACKFILL MATERIAL IN THOSE EXCAVATED AREAS.
10 THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES, PRIOR TO START OF DEMOUTIONtUND
DISTURBANCE ACTIVITIES, AND IN ACCORDANCE WITH THESE PLANS AND THE APPROVED STATE LAND QUALITY
PERMIT.
11 THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE DURING CONSTRUCTION TO PREVENT FLOODING OR
DAMAGE TO SITE ANOIOR ADJACENT ROADWAY AND DEVELOPMENTS. STOCKPILE MATERIAL SHALL BE PLACED AS
NOT TO INTERFERE WITH DRAINAGE.
12.THE CONTRACTOR SHALL PROVIDE FINAL GRADING SUCH TO PROVIDE POSITIVE DRAINAGE. PAVEMENT GRADES
AND CONTOURS SHOWN WERE DETERMINED FROM THE FIELD SURVEY. THE CONTRACTOR SHALL FIELD VERIFY
ALL GRADES THAT REQUIRE THE CONSTRUCTION ITEM TO 'MATCH GRADE' (MG). CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING EXISTING GRADES AT THE BEGINNING OF CONSTRUCTION IN ORDER TO MATCH GRADE MG)
DURING CONSTRUCTION AND TO ENSURE A POSITIVE DRAINAGE FLOW LINE.
18THE LOCATIONS OF ALL DRAINAGE STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE DRAINAGE
STRUCTURE RIM ELEVATION SHALL MATCH THE PROPOSED TOP OF CURB GRADE OR PROPOSED PAVEMENT
ELEVATION.
21. ENGINEERS DESIGN IS BASED ON AN ASSUMED HORIZONTAL COORDINATE SYSTEM AND VERTICAL
CONSTRUCTION SCHEDULE
CONTROLS PROVIDED BY CAPE FEAR, INC.
22. REFER TO GEOTECHNICAL REPORTS PREPARED BY GET SOLUTIONS, INC., DATED JAN 25, 2011 AND
1. OBTAIN APPLICABLE PERMITS.
AUGUST 16, 2011 FOR SUBGRADE PREPARATION, SLOPE STABILITY. SOIL EROSION, STRUCTURAL FILL,
AND FIELD GEOTECHNICAL QUALITY CONTROL INSPECTIONS.
2. MARK OR FLAG THE LIMITS OF CONSTRUCTION FOR THE PROJECT.
23, THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH ROOT NCDOT ROADWAY STANDARDS AND
SPECIFICATIONS, UFC 52'XF10N, ONWASAMANUAL OF STANDARDS, SPECIFICATIONS AND DETAILS, NC 3. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED ASA FIRST STEP AND WILL
DENR STANDARDS AND SPECIFICATIONS, AND AS AMENDED BY CONTRACT PROVISIONS AND THE INCLUDE: SEDIMENT TRAPS, SILT FENCE, INLET AND CHECK DAMS.
COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY AND SPECIFICATIONS.
24. CONTRACTOR IS RESPONSIBLE FOR CLEANING AND INSPECTING ALL EXISTING DRAINAGE STRUCTURES C INSTALL TEMPORARY CONSTRUCTION ENTRANCES.
WITHIN THE PROJECT LIMITS.
5. TEMPORARY SEEDING OF OTHER STABILIZATION WILL IMMEDIATELY FOLLOW GRADING.
25. ALL SEEDING WILL BE COMPLETED BY THE CONTRACTOR IN ACCORDANCE WITH THE STABILIZATION
TIMEFRAME. ALL SLOPES THAT ARE TO REMAIN INACTIVE FOR) TO 14 DAYS SHALL BE STABILIZED BY THE CONTRACTOR. 6. PERFORM DEMOLITION ACTIVITIES IN ACCORDANCE WITH THE DEMOLITION PLAN.
26. ALL ABANDONED PIPES WILL BE FILLED WITH A FLOWABLE FILL BY THE CONTRACTOR
2T. ALL PROPOSED AND MODIFIED DITCHESSWALE WILL BE LINED WITH NCDOT STANDARD EROSION
CONTROL BLANKETS.
28. CONTRACTOR SHALL COORDINATE WITH THE COMMAND POST FOR RELOCATING AND DEMOLISHING
EXISTING BUILDINGS AND STRUCTURES.
29. IMPERMEABLE BERMS WILL BE COMPOSED OF SC SOILS WITH FINES GREATER THAN 35%OR CL SOILS
WITH FINES GREATER THAN 50%AND COMPACTED TO 95%.
30. INTERRUPTION TO UTILITY SERVICE TO BE COORDINATED WITH BASE COMMAND.
2. ROUGH GRADE SITE, STOCKPILE TOPSOIL, INSTALL STORM WATER BASINS AND OUTFALL
STRUCTURES.
8. INSTALL CULVERTS AND OUTLET PROTECTION AS INDICATED IN PLANS.
9. COMPLETE FINAL GRADING OF THE GROUND, TOPSOIL CRITICAL AREAS, PERMANENTLY
VEGETATE LANDSCAPE, AND MULCH.
10. REMOVE SEDIMENT TRAPS 1 AND 2 FROM BASINS AND FINAL GRADE BOTTOM OF BASIN
TO DESIGNED ELEVATION.
11, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND
AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
12. AFTER THE SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL
PERMANENT VEGETATION ON THE DISTURBED AREAS.
EROSION AND SEDIMENT CONTROL GENERAL NOTES
MAINTENANCE RUN
I. THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES, PRIOR TO START OF
DEMOLITIONN.ND DISTURBANCE ACTIVITIES, AND IN ACCORDANCE WITH THESE PLANS AND THE
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
APPROVED STORM WATER POLLUTION PREVENTION PLAN.
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
2 THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE DURING CONSTRUCTION TO PREVENT
MAINTAIN ALL PRACTICES AS DESIGNED
' FLOODING OR DAMAGE TO SITE ANDIOR ADJACENT ROADWAY AND DEVELOPMENTS. STOCKPILE
MATERIAL SHALL BE PLACED AS NOT TO INTERFERE WITH DRAINAGE.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0S
FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
3. THE CONTRACTOR SHALL PLACE A MINIMUM OF TWO INCHES OF TOPSOIL OVER ALL DISTURBED AREAS
TO MAINTAIN BARRIER.
NOT OTHERWISE SHOWN TO HAVE PAVEMENT, STRUCTURES. OR OTHER TOPSOIL TREATMENT.
4. THE CONTRACTOR SHALL FINE GRADE, FERTILIZE, MULCH AND SEED ALL DISTURBED AREAS, UNLESS
OTHERWISE DIRECTED BY THE OWNER OR NOTED ON THE PLANS. USE THE SEEDING SCHEDULE
SHOWN ON THE PLANS AND SPECIFICATIONS.
5. THE CONTRACTOR SHALL CONFINE HIS WORK AND ALL CONSTRUCTION RELATED ACTIVITIES TO
REMAIN WITHIN THE LIMITS OF GRADING.
143HE CONTRACTOR SHALL GRADE DISTURBED AREAS TO THE ELEVATIONS SHOWN ON PLANS, MAXIMUM SLOPES 6. NO WORK TO BE
FOR UNDEFINED AREAS ARE: CUT SLOPES, 3:1(1 AND FILL SLOPES 3:1(1 PERMITS.
15.THE CONTRACTOR SHALL PLACE A MINIMUM OF TWO INCHES OF TOPSOIL OVER ALL DISTURBED AREAS NOT
OTHERWISE SHOWN TO HAVE PAVEMENT, STRUCTURES, OR OTHER TOPSOIL TREATMENT.
15THE CONTRACTOR SHALL FINE GRADE. FERTILIZE, MULCH AND SEED ALL DISTURBED AREAS, UNLESS OTHERWISE
DIRECTED BY THE OWNER OR NOTED ON THE PLANS. USE THE SEEDING SCHEDULE SHOWN ON THE PLANS AND
SPECIFICATIONS.
17.THE CONTRACTOR SHALL CONFINE HIS WORK AND ALL CONSTRUCTION RELATED ACTH TIES TO REMAIN WITHIN THE
LIMITS OF GRADING.
18.THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS THAT ME TO REMAIN IN PLACE AFTER CONSTRUCTION
FROM DAMAGE DURING CONSTRUCTION ACTMTIES. TO INCLUDE BUT NOT LIMITED TO CURB. GUTTER, SIDEWALK.
PAVEMENT, UTILITIES, AND STORM STRUCTURES. SHOULD ITEMS BECOME DAMAGED WRING CONSTRUCTION,
THEY SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL PAYMENT.
19 ME SUBGRADE MATERIAL SHALL BE INSTALLED AT A MAXIMUM 6' LIFT AND COMPACTED TO A UNIFORM DENSITY OR
95%OF THE MAXIMUM THEORETICAL DENSITY.
N NO WORK TO BE PERFORMED WITHIN WETUND LIMITS AND WETLAND BUFFER WITHOUT APPROPRIATE PERMITS.
LIMITS AND ASTLAND BUFFER WITHOUT APPROPRIATE
T. INFILTRATION MEDIA IN STORM WATER MANAGEMENT FACILITIES SHOULD BE INSTALLED UPON
COMPLETION OF SITE WORK AND ONCE STABILIZATION MEASURE HAVE BEEN IMPLEMENTED
8. ALL SEEDING WALL BE COMPLETED BY THE CONTRACTOR IN ACCORDANCE WITH THE LANDSCAPING
PLANS. ALL SLOPES THAT ARE TO REMAIN INACTIVE FOR 14 DAYS OR MORE SHALL BE STABILIZED
BY THE CONTRACTOR.
9 ALL PROPOSED AND MODIFIED DITCHESISWALE WILL BE LINED WITH NCDOT STANDARD EROSION
CONTROL BLANKETS.
10, ANY BORROW MATERIAL REQUIRED WILL BE TAKEN FROM ANOTHER APPROVED SITE ON USMC BASE. CAMP
LEJEUNE. ANY SURPLUS CUT MATERIAL WILL BE DISPOSED OF AT AN APPROVED SITE ON THE USMC BABE,
CAMP LEJEUNE APPROVED LOCATIONS WCLUDE MINE SITES ON USMC BASE OR ANOTHER CONSTRUCTION
SITE WITH ACURRENT APPROVED EROSION AND SEDIMENT CONTROL PERMIT.
11, ROLLED EROSION CONTROL PRODUCTS OR MULCH SHALL BE USED ON ALL PROPOSED OR MODIFIED DITCHES.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE LANDSCAPE PLAN TO MAINTAIN VEGETATIVE
COVER.
4, ALL DENUDED AREAS NOT AT FINAL GRADE SHALL BE STABILIZED WITH TEMPORARY
SEEDING. ALL DENUDED AREAS AT FINAL GRADE SHALL BE STABILIZED WITH
PERMANENT SEEDING. A STABILIZATION TIMEFRAME IS PROVIDED ON THIS SHEET AS
WELL AS SEEDING MIXES BY SEASON.
S01 Sherr er EnhanremenR Sheet Files
Sheet Number
Shael TPJe
GMT
TNe Sheet
CS-001
Gelreal Notes
CS-002
Legend and Atrbrerea tool
CS 10D
O+eall Fenian Mai Plan
CS-101
I Dean, BUA Di... PWn
CS110
Erosion B Sedment Comm' Plan
CS-111
Easton 8 Sediment Central Plan
CS-112
Erosial S Sediment Central Plan
CS-113
Easton 5 Sadiment Coned Pan
CS in
Ste Plan
CS 121
Site Plan
CS 122
Site Plan
CS123
Site Plan
S130 C
BMP1- Grading Plan and Details
CS-131
Win 3- Gradhg Plan and Details
Getail Sheet Files
Sheet Number
Sheet TtOe
CS500
Drainage/Erosion85edimenl Conlal Details
CS 501
Drainaga/Easton B Sedtmenl Control Details
CS502
DatnagelErosion 8 Sediment Control Details
STABILIZATION TIMEFRAME
Sue Area Deschphon
SWdbabon
Tanana. Exrap5ons
Permeter dikes. a vales,
dixItes, and sbpes
Tdays
None
-
SlamJ:1 IX Aaonr
-
id days
Wn
]drys bSO in length
50' m IetgN
AI other areas Wh 001i
flatlet than 4:1
14 days
None
TEMPORARY SEEDING MIX
TIME FRAME
SEED MIX
RATE(LRIAC)
DEC.1 TO APRIL 15
RYE(GRAIN)
KOBE
120
50
APRIL 15 TO AUG. 15
GERMANMILLET
40
AUG. 15 TO DEC. 30
RYE(GRAIN)
120
ECEtlVEE'N
FEB 19 2013
PERMANENT SEEDING MIX
TIME FRAME
SEEDMIX
RATE (LBIAC)
MARCH 1 i0 MAY 1
CENTIPEDE GRASS
5
AUG.( TO OCT. 31
CENTIPEDE GRASS
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(n 6 a N MCB CAMP LEJEUNE JACKSONVILLE, NORTH CAROLINA ¢ ( m �II IIII III •M;` fo „
p ° P1269 FIELD TRAINING FACILITY
0 2 e Devil Dog S01 Stormwater Enhancements
N a v �' ; AN IIII II III II �'.�F"•.:�w.uo\
LEGEND AND ABBREVIATIONS .•-
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I

LINE TABLE
LINE
LENGTH
BEARING
Ll
1117.83
N79°56'41"E
L2
909.79
N62°27'43"E
L3
1706.51
N89°48'35"E
L4
761.48
S57°38'24"E
LS
689.17
S24°17'01"W
L6
1192.65
1 S29°10'29"W
L7
373.92
S61°09'37"W
L8
1150.66
S85`38'20"W
L9
988.63
S87°31'47"W
L10
706.20
S86°16'12"W
Lll
557.14
N17°07'12"W
L12
912.55
N30°36'49"E
L13
517.47
1NSl°41'39"E
Project Phases
permit Type
Stormwater
Per
Approval
Date
TECOM
High Density
SW8080313
925I2008
CampDeHlDogS01-P1269
High Density
SW8080313Mod
7182011
Camp Devil DogS01-P1269
Overall Low Densityw/MeasofHghDensity
SW8080313Mod
BMP
BUILDINGS
STREETS
PARKING1
SIDEWALKS
OTHER
FUTURE
EX.BUA
TOTAL BUAPER BMP
BMP 1
26.910
15.934
50.060
4,037
6.840
30.000
0
133,781
BMP 2
25.331
0
0
38,012
12,299
21,000
74.218
170,860
BMP3
19,147
5,731
2,016
0
10,030
0
0
36,924
BMP 5
6,600
0
0
0
0
0
0
6,600
BMP 6
6,600
0
0
0
0
0
0
6,600
LoWDeuif
41,610
216,155
413139
0
79.765
733,066
0
1,118,735
Total
126,198 337,820
100,215 42,049
108,934
784,W6 74,218
1,473,500
/
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5
LEGEND
■������■ Parown u+r
DR.xIM MY�
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BigiYW�IER BUM.
P1269 Devil Dog SOI
Built Moon Area Tabulation
(all figures am in a+auare roeQ }-
- _ -_-_
Summary
Total Project Area
6.139,856
Total Wetlands
11,265
_
,Stonmwater ProjectArea
6,139,856
Proposed Built -Upon Area
1,473,50_ 0
'Proposed%Built-Upon
24.00%
OVERALL SITE
BUA
BuiId s
126198
Sidewalks
42,049
Roads
237,820
Parki
100.215
Other
108,934
Future
784,066
Existin to remain
74 218
Total
1,473,500
BMP
Drainage Area
BMP 1
442,038
BMP2
332,363
BMP 3
111,115
BMP 5
6,600
BMP 6
6,600
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FEB PZ2013
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LEGEND
I'
START OF
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PRUROGE024 + 24'RCP
OLETkt PPE UNIFICE
EIEV = IB W
4 �f
r_
FRENT V ITY s1T1Ev1Ew
OUTLET STRUCTURE WEIR DETAIL
NTS
POND OUTLET STRUCTURE NOTES:
1, RCP OUTLET BARREL SHALL BE CLASS II I RCP MEETING THE REQUIREMENTS OF ASTM C76. THE PIPE JOINTS
SHALL BE'O--RING TYPE JOINT.
2. THE MANHOLE OUTLET RISER SHALL BE 4'DIA. TO MEETING ASTM C478R 8 AASHTO M-199 MONOLITHIC
BASE. THE MANHOLE JOINTS SHALL BE ASTM C I43 RUBBER GASKET JOINTS. MANHOLE JOINTS SHALL BE
SECURELY ANCHORED TOGETHER TO PREVENT SERRATION. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF
THE MANHOLE SECTION ANCHORING SYSTEM.
3. CONCRETE ANTIFLOTATIONBLOCK SHALL BE INTEGRALLY ATTACHED TO RISER BASE TO PREVENT
RISERIBLOCK SEPARATION OR PRECAST AS THE EXTENDED BASE OF THE MANHOLE DURING FABRICATION.
IF THE CONCRETE ANTI -FLOTATION BLOCK IS CAST SEPARATE FROM THE MANHOLE ASSEMBLY THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING THE ANTIFLOTATIONBLOCK TO THE MANHOLE
RISER ASSEMBLY.
WETLANDS VEGETATION NOTES:
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR PLANTING ALONG THE 10.1 AQUATIC
SHELF:
PLANTS SUITED F AYUN
DERWATER
SAGITTARIA LANCILIA (BULL TONGUE) E pEI 9
E
SALATIFOLIA (DUCK POTATO)
SALRURUS
CERNUUS (LIZARDTAIL)
PLANTS SUITED FOR SHELF THAT'S ABOVE WATER: FEB 19 2013
ASCLEPIAS INCARNATA (SWAMP MILKWEED)
CAREX TENERA(QUILL SEDGE)
CHELONE GLABRA (WHITE TURTLEHEAD) BY;
'A MINIMUM OF 50 PLANTS PER 200 SF OF SHELF AREA SHALL BE PLANTED. PLANTING DENSITY IS DEPENDANT ON
THE TARGETED TIME TO FULL COVERAGE, AND ON THE INDIVIDUAL SELECTED SPECIES' MATURE SIZE. GENERAL
RULE OF THUMB THAT MAY BE USED IS THE SPACING SHOULD BE APPROXIMATELY 24' TO 36' CENTERS', YIELDING
COVERAGE IS APPROXIMATELY 1-2 YEARS RESPECTIVELY.
A
DEPTH OF nl
RIPRAP
RIP RAP EMERGENCY SPILLWAY FRONT VIEW
NTS
i
I`
11
iT FOR CONSTNUCTI
�25
s
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LLJZ
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Z� <
3 J
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a ❑
5 �
S �
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I[I
i1[
If

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9
%I
I I �
\ �\
1 STD NCDOT
I ENDWALL 838.01 \ \ \
,RCp
PROPOSED RIP RAP
EMERGENCY WEIR
- SEE DETAIL ON
SHEET CS-131 \
122.3'
\�
PUN
NORTH
BMP 3m GRADING PLAN
\ 1'=20
fOREBAY
807 M150
2 \
"ORMWATER
0 2040' /
SCALE: 1 -= 20' 3W 1
4' PVC ORIFICE
1.0 REDUCER
10 WOE AQUATIC SHELF
EL 1950 TO N 50
NCDOT ClAS51B OR 1-RIPRM
sEE srooErAR B76o2 �
PERMANENT DAM CROSS SECTION
NTS
I
/ 40.1'
PROPOSED -
GRAVEL
/ SEE DETAIL
/ /SHEET CS-501
1 I
C
.WDOEDW FNWCWI
e SCUMtECPB11HG5.4-
F�
111:1014
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mmmmom��
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ones
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7
1
BMP
43 DIMENSIONS I ELEVATION
PERMANENT POOL 9,024 SF 19.50
TEMPORARY POOL 11,058 SF 20.50
POND BOTTOM 2,628 SF 15.00
SEDIMENT CLEANOUT BOTTOM 1,488 SF 14.00
TOP OF DAM WIDTH 10.0' WIDE 24.00
DRAWDOWN ORIFICE 1.0' 19.50
WEIR 3.0' 20.50
TOP OF RISER 4'X 4'BOX 21.50
OUTLET PIPE INVERT IN 50 LF 15' RCP 19.00
OUTLET PIPE INVERT OUT @DSO% 1B.75
AREA ABOVE TEMPORARY POOL 11,637 SF 21.00
12.830 SF 22.00
FOREBAY ELEV-AREA 551 SF 15.00
854 SF 16.00
1,212 SF 17.00
1.623 SF 18,00
2,110 SF 19.00
ANTIS EEP COLLAR (2) SEEP COLLARS TO
BE SPACEDATW OC (SEE DETAIL)
CIX3AP9 SHALL DE MCEDA MINMUM
OF 2FEET FROM JOINTS.
TOP OF RISER TOP OF BERM EL.=
ELEL=21W
95 _
10:1TAT
WLF-15'RCP ® ORA
ERTIGHT SM TO BE PROVIDED
ISERIBARREL INTERFACE
FAIL W. IN-19W
�I r CONCRETE OR GROUT
3
INN, OUT 18,75'
NCOOT CLASS T OR V RPRAP
SEESMDETAE87602 -
CALCULATION SUMMARY:
IMPERVIOUS AREA PERCENTAGE:
TOTAL AREA DRAINING TO POND = 111.115 SF (2.55 AC)
TOTAL IMPERVIOUS=36.924 SF (0115 AC)
PERCENT IMPERVIOUS = 3323%
REQUIRED PERMANENT POOL SURFACE AREA:
AT 3.5 FT OF DEPTH, 90%TSS REMOVAL, SAIDA= 3.80
0.038 F 111.115 SF • 4,2U BE REQUIRED
SURFACE AREA PROVIDED - 9,024 SF
1.51NCH VOLUME:
I=D.33
Rv= 0.05, 09(0.33) =0.35INnN
MINIMUM VOLUME. (1.5112N0.35XI 11,115) -4,849 OF
DRAW DOWN
AVERAGE HEAD FROM STORAGE ELEVATION TO
ORIFICE OVERT- (20.5 -1BS17 = 0.33 FT
1.0INCH PVC ORIFICE: 0= 06(0.0055X64.4 Y 0.33yJ=0,015 CFS
T = 323,267 SEC = 3.74 DAYS
FOREBAY REQUIREMENTS :18-22%OF PERMANENT POOL VOLUME
FOREBAY PROVIDED = 4.998 CF
4,998 CF 123.184 CF = 216%
AVERAGE POND DEPTH'.
a =10.25 x (1,7,7009,024)I, T(7,70) 4 2,62812X17,700)I
0=3.15 feel
WEIR ELEV.-NW
ANTIS EEP COLLAR (2) SEEP COLLARS TO
BE SPACEDATW OC (SEE DETAIL)
CIX3AP9 SHALL DE MCEDA MINMUM
OF 2FEET FROM JOINTS.
TOP OF RISER TOP OF BERM EL.=
ELEL=21W
95 _
10:1TAT
WLF-15'RCP ® ORA
ERTIGHT SM TO BE PROVIDED
ISERIBARREL INTERFACE
FAIL W. IN-19W
�I r CONCRETE OR GROUT
3
INN, OUT 18,75'
NCOOT CLASS T OR V RPRAP
SEESMDETAE87602 -
CALCULATION SUMMARY:
IMPERVIOUS AREA PERCENTAGE:
TOTAL AREA DRAINING TO POND = 111.115 SF (2.55 AC)
TOTAL IMPERVIOUS=36.924 SF (0115 AC)
PERCENT IMPERVIOUS = 3323%
REQUIRED PERMANENT POOL SURFACE AREA:
AT 3.5 FT OF DEPTH, 90%TSS REMOVAL, SAIDA= 3.80
0.038 F 111.115 SF • 4,2U BE REQUIRED
SURFACE AREA PROVIDED - 9,024 SF
1.51NCH VOLUME:
I=D.33
Rv= 0.05, 09(0.33) =0.35INnN
MINIMUM VOLUME. (1.5112N0.35XI 11,115) -4,849 OF
DRAW DOWN
AVERAGE HEAD FROM STORAGE ELEVATION TO
ORIFICE OVERT- (20.5 -1BS17 = 0.33 FT
1.0INCH PVC ORIFICE: 0= 06(0.0055X64.4 Y 0.33yJ=0,015 CFS
T = 323,267 SEC = 3.74 DAYS
FOREBAY REQUIREMENTS :18-22%OF PERMANENT POOL VOLUME
FOREBAY PROVIDED = 4.998 CF
4,998 CF 123.184 CF = 216%
AVERAGE POND DEPTH'.
a =10.25 x (1,7,7009,024)I, T(7,70) 4 2,62812X17,700)I
0=3.15 feel
WEIR ELEV.-NW
WEIR ELEV. • A W -\
P DPOSEDIs
OURF74E PPE
oRFCE
EIEV.=t9W
.. 4' ....
-I
^ 4.
I
FRONT NEW SIDE VIEW
OUTLET STRUCTURE WEIR DETAIL
POND OUTLET STRUCTURE NOTES:
1. RCP OUTLET BARREL SHALL BE CLASS III RCP MEETING THE REQUIREMENTS OF ASTM C76. THE PIPE JOINTS
SHALL BEND' -RING TYPE JOINT.
2. THE MANHOLE OUTLET RISER SHALL BE 4'DW LD. MEETING ASTM C478R 8AASHTO M-199 MONOLITHIC
BASE. THE MANHOLE JOINTS SHALL BE ASTM C-443 RUBBER GASKET JOINTS, MANHOLE JOINTS SHALL BE
SECURELY ANCHORED TOGETHER TO PREVENT SERRATION. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF
THE MANHOLE SECTION ANCHORING SYSTEM.
3. CONCRETE ANTI -FLOTATION BLOCK SHALL BE INTEGRALLY ATTACHED TO RISER BASE TO PREVENT
RISERIBLOCK SEPARATION OR PRECAST AS THE EXTENDED BASE OF THE MANHOLE DURING FABRICATION.
IF THE CONCRETE ANTI -FLOTATION BLOCK IS CAST SEPARATE FROM THE MANHOLE ASSEMBLY THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING THE ANTI FLOTATION BLOCK TO THE MANHOLE
RISER ASSEMBLY.
WETLANDS VEGETATION NOTES:
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR PLANTING ALONG THE 10:1 AQUATIC
SHELF:
PLANTS SUITED FOR SHELF THATS UNDERWATER. Cf�Et��
SAGITTARIA LANCIFOLLA(BULL TONGUE) G
SAGITTARW LATIFOLIA(DUCK POTATO) /_
SAURURUS CERNUUS(LIZARDTAIL) ��yy ; `Y14A
PLANTS SUITED FOR SHELF THATS ABOVE WATER. J
ASCLERAS INCARNATA (SWAMP MILKWEED)
CAREX TENERA(QUILL SEDGE)
CHROME GLABRA(WHITE TURTLEHEAD) BY;
'A MINIMUM OF 50 PLANTS PER 200 SF OF SHELF AREA SHALL BE PLANTED. PLANTING DENSITY IS DEPENDANT ON
THE TARGETED TIME TO FULL COVERAGE, AND ON THE IND WIDUAL SELECTED SPECIES' MATURE SIZE. GENERAL
RULE OF THUMB THAT MAY BE USED IS THE SPACING SHOULD BE APPROXIMATELY 24' TO 36' CENTERS; YIELDING
TOPOF RIPNF
ELE =nW
W RA
RP Mp -
TOPOFRERN
PUN =24W
._I 11-1 1 1-1 11-
WET BASIN EMERGENCY SPILLWAY FRONT VIEW
NTS
H
I[
I[
1[
I/

n
O
A
NO
I
Figure 6.17d Temporary Channel Liners; Washington State Department of Ecology
Excavate channel to design
heelt , Overlap 6' min. grade and cross-section
Design depth
I I
Figure 6.17e Channel Installation and Slope Installation; Washington State Ecology Department
a lfppp///
Longitudinal anchor / 1 ' +/f'ry --- ^ Terminal slope and
trench� i2' I / 1 channel anchor trench
6'
Longitudinal\
anchor trench Sroke ei 3'-5'
Oveduring seedbed
prelduring seedbed preparation
Typical installation
with erosion control _
blankets or turf Q+ Ile n
reinforcement mats
6 6'
Intermittent check slot Longitudinal anchor trench
Shingle -lap spliced ends or begin new
roll in an intermittent check slat
Prepare soil and apply seed befarej /� •�
,"falling blankets mats or oche ip
temporary c harmer liner syste�g1 � r \ 'TWn
NOTES:
1. Design velocities eaczeding 2 fi/sec require temporary blankets, mats or similar liners to protect
seed and soil until vegetation becomes established.
2. bran -lined channels with deign velocties exceeding 6 ft/sec should include turf reinforcement
mats
ROLLED EROSION CONTROL PRODUCTS O
SCALE HT$ NCDENRfi iT B1
DEPTH VARIES, SEE GRADING PLAN
2' FLAT BOTTOM DITCH SECTION p
SCALE: IRS CS-110,CS-112
■
intervals �'-� ��fte.
ik'slot at 25'
intervals
l
NOTE:
1. Check slots to be constructed per manufacturers specifications.
2. Staking or stapling layout per manufactures specificationss.
Slope surface shall be smooth before If there is a berm at the tap of
placement for proper soil contact. slope, anchor upslope of the berm.
Stapling pattern as va 2 _ Anchor in 6'x6' min. Trench
overlap
per manufacturers I� and staple at 12' intervals.
recommendations, '
Min, o' overlap.
.... ' .!.ep - Staple overlaps
5'spacing.
Da not stretch blankets/matting tight-eilow Bring material down to a level area,
turn the end under a' and staple a112'
the rolls to conform to any irregularities. intervals.
Far slopes less than 3HAV. rolls Lime, fertilize, and seed be?ore installation. righting
may be placed in horizontal strips, of shrubs, trees, etc. should occur after installation.
DEPTH VARIES, SEE GRADING PLAN
- 'AIL DITCHES ARE V-DITCHES EXCEPT WA
V-DITCH SECTION
SCALE NTS CS 1I0,CSSlII,CS112,CS-ll3
■
Figure 6.11 Bulldczer treads
create grooves perpendictdar to the
slope. The slope are should not be
back -bladed during Ine firm[ grading
agretion (source: Va SWCC)
Debris from slope f Tg.
by stets caughtI� I IIIby seeps. ii�i1 2-3'Drainer. 11111 (de peerial)
f Greater —.
than vertical
Figure 6.D3b S. ateppin, mn ebpes (mo3fied tmm Va SWCC).
Groove by cutting furrows _
along the contour. Irregularities
in the soil surface catch rainwater
and retain lime, fertilizer, and seed.
Figure 6.03c Groovin6 sbPab (moshwa tram Va SNY
1
Cut steps with
drainage to the back.
Avoid low spots.
EDVE
19 2013
BY:
C
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5 L J E
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Q x LL 3-
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to LLB I
m c
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a
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.
_ Hrpe518.139
3
1

c
Crass -Section to' min of 2N a5
tt5� washoC stone
onnsea Aes
Weir Lon
(acres)
IN)
an
2
6.0
3
BO
l00
,a
15 min
Des, ehlied 2f overfill 6 for
p\
Plan View .
' . a
ncn:a ddo.
dad
Is
L____.-.__ - -0tuel
fi rf1 r-3-1 Grnwd
h
Flpure 6.sod Plan view and toss -section vow of a temporary sediment arse.
TEMPORARY SEDIMENT TRAP
SCALE'. NTS NCDENR 660 AZ
Crass -Section
View
Filter
steel fabric Buckfill'trench folderol
post / and camps f ground
fhoroughFy
► f TI
•••'•aV •' Upsl=i
g.
24' mm
Figure 6.623 Inetaeatem derail of a sediment fence.
1
GRAVEL ROAD TYPICAL SECTION B2
SCALE: NTS
The Slicing Method
'JL�Y, o"waya..
Han' —•
s
�a.n.eJ
ud
ud
/ /
No more then 24' are 36•fabric
is allowed above ground.
um
top a'
Wr
.eN.
•Repaid N1pEV15:
e ast. mta a men. a tweed.
• uOi.ev« 1W Pot PM. dl.'n eo E' w fMc.
...."Fed,
. Fed, ory Pur2Ndre rdevwntoM
m..d . a t•"oPan.
. aana mcn ne one Poll wool• and dod.n rer..etr,
u. men va(soup s 1..
he of 6ld tease
Fee
Nod ed
coke
campaLtbn
Sir Force
fy Prl crew L'sti Skes, dw]B
rmmW amats+m
viol plow v net acceptable because of tg4antal cannxllon
Figure 6.6:b So ematia fw uvtg Me sliong tneNW to IMW a excellent fence. Adapted tom Se! Fence Nao VNMs
SILT FENCE
SCALE: NTS NCDENR662 A4
9
I
ld ,• ��r
gr•nOh�Y
r1�\ I���1i1.111�.i• I
.�� �IILF�Ny1 ��•�M•
tC� •:M;•. ham= •I�NiNi\�b•"�S�•' �T•
_
ism;
Figure 6.01 Gravel ontranco avit keeps sediment Jam leaving the eonamwbon the (modified from V. SWCC),
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE ' ,
O •.ea. a. r.l
SCALE'. NTS NCDENR606 A3 NOT FOR CONSTRDCTI
L = The distance such that points _
A and B are of equal elevation
_;lam;• = 42°ar.. L
"l']Ipzlu.= fl_- 'Ek¢�=ta" fralfi_�
-"cE-ryl JI
Figuro 6.83. Space oral dams in a thermal eo Sul me sear al tlefooduare dam . al shvelme d Irw toe al upsb6am dam.
9• min 1.5' min.
ve—
It
s•srll��wirTla QceC W
lz
Fiber Cloth i..) U
Plan View `a} Lair 0
O
i = C7 L`U
12'of NZOT#5 or#57 0 Z to 00 Zd Z
washed stone 1.5' W
\ ,
Class B Riprap - y"`O , �' ' ?/ W Q
L 1
2'mo.. of 0 1 Z
center w W_O 0
i 0
Filter Cloth !" K r ra £J a¢ I W l.L Cd 00,.
N 1
Y h . Ky -y$iiYe, JDKt SJ f0O W
•ff !":! fir srJh ln. ?Q zN� 0
LL Wa—>
hJo Z
Q
Of
Cross -Section View
DI r UU.Stone Greek dam stone should be aced over the churnel banks to keepsoarer from from cuding around Me AS NOTED
E6 9� ..n
NA011!60tDA]B
1 9 2013 c ROCK CHECK DAMS A5 12609998
;1 SCALE: MS NCDENR683 n . m
CS 501
'----d 5

1 1 2 1 3 1 4 1 5
Arm Assembly
—
—
—
po T. Z
1
tr. 'C" Enclosure
Water Entry
PERSPECTIVE VIEW unit
2' Zt 1
L6
e
PVC End PVC Elbow PVC Vent Schedule 40
Pipe
L
L'
i
=
—
—
—
a
Cap PVC Pipe
i
Water Surface
PVC End
Cap
Schedule 40
PVC Tee
PVC Pipe PVC Pipe
i Holes in Y �, '� PVC Tee Orifice
WF
Underside Flexible Plot.
I
u
Hose
i B
91
�F0.\NI CAAp1V
Bottom Surface:
END VIEW FRONT VIEW
Figure Typical plunge pool
003 4 e
design showing variable dimensions.
Pipe Outlet to Flat Area—
Figure 6.64a Schematic of a skimmer, from Pennsylvania Erosion and Sediment Pollution Control Manual,
No WAChanne
xot FOR coxsrnucnox
� c
March, 2000.
7
3da APlan
FENCING AND ARMORING
Viewdo
25
Inflow 4 E
structure
`o
la
oea ut[� (
FC
w
• {.:�. n
It=11
aV
_ �
a�
r
11
FIT,
sraw r.xtt
d' N a.
Section AA vFlter Notes
blanket
t. La is the length the riprap
xxxxu
��
of
c' e
e
a
_
/ dewurervng
Emergency
spillway
apron.
Pipe Outlet to Well-defined
Channel 2. tl=1.5 times the maximum
stone diameter but not less
r l r
e
'.
than 6".
r r
,.-
Average _ Area'
wmihw -i
3. In a well-defined channel ex.
Q o
p
¢ C
z m
W
o
tend the apron up the channels",
��m
O
cam rsN6
'
A banks to an elevation of 6"
c I
U o
K
rnnre
Armofbasinwatersurfaceat
toP of principal spillway elevation Baf
above the maximum tailwater
depth or to thetop of the bank,
z
Z
Q Mrt..snc
LL s
CORRECT METHODS OF TREE FENCING
whichever is less.
VPIanj
7�
>:
`; CDw
O
v4.
A filter blanket or filter fabric
OZz
wEmbankment
should be installed between
1'Freebaard
racta
the riprap and soil foundation.
ZBaffles
L
¢ E
o
W
m
z
_ -
De are irg �Oi! /lplljL , k� i .i {b �e�ri elewiion of
(///!e erne aenry spillway
^. • A
z
ad
w
w
Lu J—
LL O
OI
O
O
0
FIt r fabric �� E p llwy
ry
ap
} J
z N
w
Modem Cross -Section
storage zone
II Ad-
Ifl I I,
1 "�' Section AA WI 111 m;i_
IdrUlll�l,�'—'Ipr ������
'\
Ya
e
W a>
c0
Z
z
CORRECT TRUNK ARMORING
View
�!
5 > 6
Filter
a
'z g
o
O
TRIANGULAR BOARD FENCE
Figure 6.64c Example of a sediment basin with a skimmer ouuet and emergency spillway From Pennsylvania
Erosion and sediment Pollution Control Manual, March. zoe9.
Wankel 1 2U13
Figure &. 'r Ryrap.1. p,p¢clpn (in.did tllearn V� 5WCC1. FEB • 9
�'
o
AS NOTED
TREE PROTECTION C
A6
SKIMMER SEDIMENT BASIN
A7
OUTLET PROTECTION
AH BY.•woo6swoausrss
n
SCALE: NTS NCDENR 6.06
SCALE:NTS NCDENR 6.64
SCALE:NTS NCDENR 6,4/
t2609999
I. s
CS-502
1 1 2 1 1 3 14 1 5

mo
HP405
12'
HP415'
"Tk 'X"'
HP455
Z2
SITE LOCATION MAP -A
WIT TO SXf
NEW RIVER
H14
NEW RIVER
OCAPON MAP - Bswc
KN
FC309 7N
,"FC310
A,
0.1
FCJI I
17
V(
SITE LOCATION MAP - C
NOT TO su
-SnLOCdONMAP -D
NOT TO ffi
SITE LOCATION MAP- E
NOT TO WE
STE

' I SYN REVISIONS -DATE APPROVED
EX. CONEX BOXES
—EX. FCQfO_
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1 PS 9R RIIIRS . II( AREA a I}d R ANY .1 AR, REJE W'1 TJ
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1. RE mINAC'N, 9 H PER,,PXRP ON WNINp' TI+414IM ORIf RS mR#
a tlMlRtld. M OMIPACIR SIWJ IX9CY A . tlMM1 AAA R S
'CAMEO ID LIE LSNIR . PT91 IN AMINN RLN R SIM.TJG ECITRJtIp.
. ML [1 . A. NRIL IGSTRACTI RI S RTSLEIAITR N
A¢ORMCf NM LIE PI I.T.PAN, ssE W. t MIFF IzXot
n 'NAND, ALL "Y" SICryM x NPAW' TIDE .RN . U.'NETT .1,
6. fA1[( MMY BF . NE VAR ..MV SHAI
SPECIFIC WORK REPS (THIS SHEETI
O1 USING BUILDING TO BE DEMOLISHED, SEE A9fNIIECNWI FLAI
02 utsm CONCRETE TO K RTp+EO
QS USTI WERNG) ELECTRIC SERVICE TO BE REMOVED. MI
TRANSPORTER TO RE4A.N.
O ExGI UNDERGROUND CCM4UKllpNS SOME TO BE RETAINED.
EXISTING PEDESOL TO HUMAN.
QS CUT AND PATCH GRAVEL SEE G£IAX. 0, WE CS501
© EXISTING TREE 10 BE REMKI
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CONSTRUCTION CONTRACT NO. N40085=10mC=530
PACKAGE 1 -EROSION AND SEDIMENT CONTROL PLAN
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SCALE: AS NOTED
DESIGN
EPRQIECTNO: 796468
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GENERAL NOTES
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INDEX OF DRAWINGS:
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1. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA "ONE CALL" (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO
BEGINNING
WORK, IN ORDER TO DETERMINE THE EXTENT AND LOCATION OF ALL UNDERGROUND UTILITIES WITHIN THE
PROJECT LIMITS.
2. THE LOCATION AND EXTENT OF EXISTING UTILITY FACILITIES ARE SHOWN BASED UPON INFORMATION AVAILABLE AT
THE TIME OF DESIGN. NEITHER THE OWNER NOR THE ENGINEER WARRANTS OR GUARANTEES THE ACCURACY OR
D COMPLETENESS OF THE INFORMATION PROVIDED BY THESE PLANS. THE REMOVAL OR RELOCATION OF UTILITIES
AND APPURTENANCES WILL BE AT THE RISK AND EXPENSE OF THE CONTRACTOR. THIS INCLUDES BUT IS NOT
LIMITED TO POWER, SEWER, WATER, TELEPHONE, LONG DISTANCE COMMUNICATION, CABLE TELEVISION, ETC.
3. THE CONTRACTOR SHALL VERIFY THE SIZE AND ELEVATION OF ALL UNDERGROUND UTILITIES TO BE CROSSED,
PRIOR TO JACKING OR BORING CONDUITS.
4. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR WILL BE RESPONSIBLE FOR IDENTIFYING AND
VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST OR CROSS
THROUGH THE CONSTRUCTION LIMITS. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY EXISTING
UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO VALVES AND HYDRANTS FOR OWNER AND EMERGENCY SERVICES
STAFF.
6. THE CONTRACTOR SHALL REPLACE ANY VALVE BOXES, RISERS, OR LIDS LOST OR DAMAGED DURING
CONSTRUCTION, AT NO ADDITIONAL PAYMENT.
7. A MINIMUM OF FOUR FOOT LATERAL CLEARANCE SHALL BE MAINTAINED BETWEEN UTILITY AND OTHER NON -UTILITY
APPURTENANCES, TO THE EXTENT POSSIBLE AS DIRECTED BY THE ENGINEER.
C 8. THE CONTRACTOR SHALL KEEP AND MAINTAIN THE PROJECT AREA IN A CLEAN CONDITION, FREE OF DEBRIS AND
TRASH.
9. WHEN MATERIALS UNSUITABLE FOR FOUNDATIONS, SUBGRADE OR OTHER PROPOSED CONSTRUCTION OCCUR
WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL BELOW THE GRADE
SHOWN ON THE PLANS AND SHALL PLACE APPROVED BACKFILL MATERIAL IN THOSE EXCAVATED AREAS.
10.THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES, PRIOR TO START OF DEMOLITION/LAND
DISTURBANCE ACTIVITIES, AND IN ACCORDANCE WITH THESE PLANS AND THE APPROVED STORM WATER
POLLUTION PREVENTION PLAN.
113HE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE DURING CONSTRUCTION TO PREVENT FLOODING OR
DAMAGE TO SITE AND/OR ADJACENT ROADWAY AND DEVELOPMENTS. STOCKPILE MATERIAL SHALL BE PLACED AS
NOT TO INTERFERE WITH DRAINAGE.
12.THE CONTRACTOR SHALL PROVIDE FINAL GRADING SUCH TO PROVIDE POSITIVE DRAINAGE. PAVEMENT GRADES
AND CONTOURS SHOWN WERE DETERMINED FROM THE FIELD SURVEY. THE CONTRACTOR SHALL FIELD VERIFY
ALL GRADES THAT REQUIRE THE CONSTRUCTION ITEM TO "MATCH GRADE" (MG). CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING EXISTING GRADES AT THE BEGINNING OF CONSTRUCTION IN ORDER TO MATCH GRADE (MG)
B DURING CONSTRUCTION AND TO ENSURE A POSITIVE DRAINAGE FLOW LINE.
y
N 13.THE LOCATIONS OF ALL DRAINAGE STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE DRAINAGE
s I STRUCTURE RIM ELEVATION SHALL MATCH THE PROPOSED TOP OF CURB GRADE OR PROPOSED PAVEMENT
ELEVATION.
4
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143HE CONTRACTOR SHALL GRADE DISTURBED AREAS TO THE ELEVATIONS SHOWN ON PLANS, MAXIMUM SLOPES
FOR UNDEFINED AREAS ARE: CUT SLOPES, 3:1 (H:V); AND FILL SLOPES 3:1 (H:V).
15.THE CONTRACTOR SHALL PLACE A MINIMUM OF TWO INCHES OF TOPSOIL OVER ALL DISTURBED AREAS NOT
OTHERWISE SHOWN TO HAVE PAVEMENT, STRUCTURES, OR OTHER TOPSOIL TREATMENT.
16.THE CONTRACTOR SHALL FINE GRADE, FERTILIZE, MULCH AND SEED ALL DISTURBED AREAS, UNLESS OTHERWISE
DIRECTED BY THE OWNER OR NOTED ON THE PLANS. USE THE SEEDING SCHEDULE SHOWN ON THE PLANS AND
SPECIFICATIONS.
17.ALL HANDICAP RAMPS SHALL COMPLY WITH CURRENT A.D.A. REGULATIONS.
18.THE CONTRACTOR SHALL CONFINE HIS WORK AND ALL CONSTRUCTION RELATED ACTIVITIES TO REMAIN WITHIN THE
LIMITS OF GRADING. A
19.THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE AFTER CONSTRUCTION
FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. TO INCLUDE BUT LIMITED TO: CURB, GUTTER, SIDEWALK,
PAVEMENT, UTILITIES, AND STORM STRUCTURES. SHOULD ITEMS BECOME DAMAGED DURING CONSTRUCTION,
THEY SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL PAYMENT.
20.THE SUBGRADE MATERIAL SHALL BE INSTALLED AT A MAXIMUM 6" LIFT AND COMPACTED TO A UNIFORM DENSITY OR
95% OF THE MAXIMUM THEORETICAL DENSITY.
21.NO WORK TO BE PERFORMED WITHIN WETLAND LIMITS AND WETLAND BUFFER WITHOUT APPROPRIATE PERMITS.
1
22. CURB OFFSET AND DIMENSIONING TAKEN AT FACE OF CURB.
23. BUILDING LOCATED TO FACE OF BRICK.
24. INFILTRATION MEDIA IN STORM WATER MANAGEMENT FACILITIES SHOULD BE INSTALLED
UPON COMPLETION OF SITEWORK AND ONCE STABILIZATION MEASURE HAVE BEEN
IMPLEMENTED
25. FLATTEN TYPICAL GUTTER SECTION TO PROVIDE POSITIVE DRAINAGE AWAY FROM CURB IN
AREAS THAT WOULD RESULT IN PONDING WATER ALONG CURB LINE.
26. ENGINEER'S DESIGN IS BASED ON AN ASSUMED HORIZONTAL COORDINATE SYSTEM AND
VERTICAL CONTROLS PROVIDED BY COPELAND SURVEY, INC.
28. REFER TO GEOTECHNICAL REPORT PREPARED BY GET SOLUTIONS, INC., DATED JAN 25,
2011 FOR SUBGRADE PREPARATION, SLOPE STABILITY, SOIL EROSION, STRUCTURAL FILL,
AND FIELD GEOTECHNICAL QUALITY CONTROL INSPECTIONS.
29. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH 2O06 NCDOT ROADWAY
STANDARDS AND SPECIFICATIONS, UPC 3-200-10N, ONWASA MANUAL OF STANDARDS,
SPECIFICATIONS AND DETAILS, NC DENR STANDARDS AND SPECIFICATIONS, AND AS
AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC PDF VERSION OF
THE PLAN ASSEMBLY AND SPECIFICATIONS.
30. CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL EXISTING DRAINAGE STRUCTURES
WITHIN THE PROJECT LIMITS.
31. THE CONTRACTOR IS RESPONSIBLE FOR STRIPPING A MINIMUM OF TWO INCHES OF
SUITABLE TOPSOIL AND STOCKPILE FOR LATER USE.
32. ALL SEEDING WILL BE COMPLETED BY THE CONTRACTOR IN ACCORDANCE WITH THE
LANDSCAPING PLANS. ALL SLOPES THAT ARE TO REMAIN UNACTIVE FOR 21 DAYS OR
MORE SHALL BE STABLILIZED BY THE CONTRACTOR.
33. ALL ABANDONED PIPES WILL BE FILLED WITH A FLOWABLE FILL BY THE CONTRACTOR
34. ALL PROPOSED AND MODIFIED DITCHES/SWALE WILL BE LINED WITH NCDOT STANDARD
EROSION CONTROL BLANKETS.
35. CONTRACTOR SHALL COORDINATE WITH THE COMMAND POST FOR RELOCATING AND
DEMOLISHING EXISTING BUILDINGS AND STRUCTURES.
EROSION AND SEDIMENT CONTROL GENERAL NOTES
1. EROSION AND SEDIMENT CONTROL PERMIT IS NOT REQUIED FOR K-RANGE SITE BECAUSE THE
DISTURBED AREA IS UNDER 1 AC.
2. THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES, PRIOR TO START OF
DEMOLITION/LAND DISTURBANCE ACTIVITIES, AND IN ACCORDANCE WITH THESE PLANS AND
THE APPROVED STORM WATER POLLUTION PREVENTION PLAN.
3. THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE DURING CONSTRUCTION TO
PREVENT FLOODING OR DAMAGE TO SITE AND/OR ADJACENT ROADWAY AND DEVELOPMENTS.
STOCKPILE MATERIAL SHALL BE PLACED AS NOT TO INTERFERE WITH DRAINAGE.
4. THE CONTRACTOR SHALL PLACE A MINIMUM OF TWO INCHES OF TOPSOIL OVER ALL DISTURBED
AREAS NOT OTHERWISE SHOWN TO HAVE PAVEMENT, STRUCTURES, OR OTHER TOPSOIL
TREATMENT.
5. THE CONTRACTOR SHALL FINE GRADE, FERTILIZE, MULCH AND SEED ALL DISTURBED AREAS,
UNLESS OTHERWISE DIRECTED BY THE OWNER OR NOTED ON THE PLANS. USE THE SEEDING
SCHEDULE SHOWN ON THE PLANS AND SPECIFICATIONS.
6. THE CONTRACTOR SHALL CONFINE HIS WORK AND ALL CONSTRUCTION RELATED ACTIVITIES TO
REMAIN WITHIN THE LIMITS OF GRADING.
7. NO WORK TO BE PERFORMED WITHIN WETLAND LIMITS AND WETLAND BUFFER WITHOUT
APPROPRIATE PERMITS.
8. INFILTRATION MEDIA IN STORM WATER MANAGEMENT FACILITIES SHOULD BE INSTALLED UPON
COMPLETION OF SITEWORK AND ONCE STABILIZATION MEASURE HAVE BEEN IMPLEMENTED
9. THE CONTRACTOR IS RESPONSIBLE FOR STRIPPING A MINIMUM OF TWO INCHES OF SUITABLE
TOPSOIL AND STOCKPILE FOR LATER USE.
10. ALL SEEDING WILL BE COMPLETED BY THE CONTRACTOR IN ACCORDANCE WITH THE
LANDSCAPING PLANS. ALL SLOPES THAT ARE TO REMAIN UNACTIVE FOR 21 DAYS OR MORE
SHALL BE STABLILIZED BY THE CONTRACTOR.
11. ALL PROPOSED AND MODIFIED DITCHES/SWALE WILL BE LINED WITH NCDOTSTANDARD
EROSION CONTROL BLANKETS.
2 ' 3
CONSTRUCTION SCHEDULE
1. OBTAIN APPLICABLE PERMITS.
2. MARK OR FLAG THE LIMITS OF CONSTRUCTION FOR THE PROJECT.
3. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP AND WILL
INCLUDE; SEDIMENT TRAPS, DIVERSIONS DIKES, SILT FENCE, INLET PROTECTION AND
CHECK DAMS.
4. INSTALL TEMPORARY CONSTRUCTION ENTRANCES.
5. TEMPORARY SEEDING OF OTHER STABILIZATION WILL IMMEDIATELY FOLLOW GRADING.
6. PERFORM DEMOLITION ACTIVITIES IN ACCORDANCE WITH THE DEMOLITION PLAN.
7. ROUGH GRADE SITE, STOCKPILE TOPSOIL, INSTALL INLETS, INSTALL STORM WATER
BASINS, AND INSTALL UTILITIES.
8. FINISH THE SLOPES AROUND BUILDINGS IMMEDIATELY FOLLOWING ROUGH GRADING.
LEAVE THE SURFACE SLIGHTLY ROUGHENED AND LANDSCAPE IMMEDIATELY AS
REQUIRED.
9. COMPLETE FINAL GRADING FOR ROADS AND PARKING AND STABILIZE WITH GRAVEL.
10. COMPLETE FINAL GRADING FOR BUILDINGS.
11. COMPLETE FINAL GRADING OF THE GROUND, TOPSOIL CRITICAL AREAS, PERMANENTLY
VEGETATE LANDSCAPE, AND MULCH.
12. INSTALL OUTLET PROTECTION AS INDICATED.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND
AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
14. AFTER THE SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL
PERMANENT VEGETATION ON THE DISTURBED AREAS.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED
2. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES
2-FEET BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED AND REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3. INSPECT AND DOCUMENT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
RAINFALL EVEN. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW. REPLACE STONES AS NEEDED.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5
FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE LANDSCAPE PLAN TO MAINTAIN VEGETATIVE
COVER.
6. ALL DENUDE AREAS WHICH WILL BE LEFT DENUDE FOR A PERIOD GREATER THAN 21 DAYS
SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY
FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE
PLANTING SEASON.
S01 Sheet Files
Sheet Number
Sheet Title
G-001
Title Sheet
CS-001
General Notes
CS-002
Legend and Abbreviations
CS1-100
Demolition/Erosion & Sediment Control Plan
CS1-101
Demolition/Erosion & Sediment Control Plan
CS1-102
Demolition/Erosion & Sediment Control Plan
CS1-103
Demolition/Erosion & Sediment Control Plan
CS1-104
Demolition/Erosion & Sediment Control Plan
CS1-110
Site Plan
CS1-111
Site Plan
CS1-112
Site Plan
CS1-113
Site Plan
CS11-114
Site Plan
CS1-115
Drainage Description Plan
CS1-120
BAS Grading Detail
CS1-121
Laundary Grading Detail
CSt-122
AIF Grading Detail
CS1-123
Barracks Grading Detail
CS11-124
Detention Pond 1 - Grading Plan and Details
CSt-125
Detention Pond 2 - Grading Plan and Details
*CS1-130
Signing & Stripping Plan
CU1-1011)
Site Utilities Plan
CU1-101
Site Utilities Plan
CUl-102
Site Utilities Plan
CU1-1C3
Site Utilities Plan
CUl-104
Site Utilities Plan
CU1-110
Site Utilities (Profiles)
L-100
Lanscape Plan
L-101
Lanscape Plan
L-102'
Lanscape Plan
L-103
Landscape Plant Scheduie and Details
K - Range Sheet Files
Sheet Number
Sheet Title
*CS2-1100
Erosion & Sediment Control Plan
*CS2-110
Site Plan
*CS2-120
K--Range Grading Detail
*CU2-100
Site Utilities
*CU2-110
Site Utilities Profiles (NOT USED)
Detail Sheet Files
Sheet Number
Sheet Title
*CS-500
Pavement Marking Details
CS-501
Site Details
CS-502
Drainage Details
CS-503
Erosion & Sediment Control Details
CS-504
Erosion & Sediment Control Details
CS-505
Erosion & Sediment Control Details
* CU-500
Site Utility Details
* CU-501
Site Utility Details
*CU-502
Site Utility Details
*NOTINCLUDED
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ABBREVIATIONS
& And POC Point on Curve
PROPOSED EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION A.D.A Americans with Disabilities Act of 1990 with Current Amendments POT Point on Tangent
12" RCP STORM WATER MANAGEMENT AASHTO American Association of State Highway and Transportation Officials PSI Pounds Per Square Inch
. STORM DRAIN LINE (EXISTSHOWN IN mm) BO
FACILITY
ABAN Abandoned PST Portable Sediment Tank
LIMITS OF DISTURBANCE AFB Air Force Base PT Point of Tangency
GAS LINE CONDUIT OUTLET PROTECTION/ ALUM. Aluminum PVC Polyvinyl Chloride
... RE EMERGENCY SPILLWAY APPROX. Approximately R Radius
—SS—SS—-- -- SANITARY SEWER LINE (EXIST. SHOWN IN mm) o� ATFP Anti-Terrorism/Force Protection R.O.W. Right of Way
D a 1011+00 B Boring RCP Reinforced Concrete Pipe
— UGE UGE— --- - ELECTRIC LINE CONSTRUCTION BASELINE
BW Bottom of Wall REQ'D Required
—W—W— 4 - " ° ? — WATER LINE (EXIST. SHOWN IN mm) SF SF TEMPORARY SILT FENCE (NCDENR STD. 6.62)
C Existing Communication Manhole RT Right
. '<' - -- - FORCE MAIN SEWER CE Construction Entrance S Existing Sewer Manhole
PD — DIVERSION DIKE (NCDENR STD. 6.22) CIS Cubic Feet Per Second SF Heavy Duty Silt Fence
OVERHEAD UTILITIES IP INLET PROTECTION (NCDENR STD. 6.51) CG Civil Grading sf Square Foot
— — — — — — — — — — — UNDERDRAIN CIP Culvert Inlet Protection SMH Sanitary Manhole
pS PERMANENT SEEDING (NCDENR STD. 6.11) CON'T Continued SPA. Space
---------------------- FOUNDATION DRAIN CS Civil Site SS Sanitary Sewer
CD A ROCK CHECK DAM ((NCDENR STD. 6.83)
• r,.... SIGN
DEMO. Demolition Sta Station
OP CULVERT OUTLET PROTECTION ((NCDENR STD. 6.41) DIA Diameter TB Turbidity Barrier
UTILITY POLE EA Each TBM Temporary Benchmark
SB SKIMMER SEDIMENT BASIN ((NCDENR STD. 6.64)
COMMUNICATION MANHOLE EDUCT Electrical Duct Bank TIC Top of Curb
EFMS Existing Force Main Sewer Line TCP Terra-cotta Pipe
FIRE HYDRANT _ INFILTRATION AREAS EG Existing Gas Line TPF Tree Protection Fence
Q ''I ELEV Elevation TW Top of Wall
SAN SEWER MANHOLE X REMOVE ITEM
EOU Existing Overhead Utilities Line TYP Typical
® STORM DRAIN MANHOLE \ ABBANDON ITEM EP Edge of Pavement U.O.N Unless Otherwise Noted
CURB & GUTTER (AS ON DEMOLITION PLANS) PAVEMENT DEMOLITION ESD Existing Storm Drain Line UGE Underground Electric Line
ESS Existing Sanitary Sewer Line W Water Line
G` • — DITCH OR SWALE (AS ON DEMOLITION PLANS) DEMOLISH AND REMOVE STRUCTURE EUE Existing Underground Electric Line W/ With
DROP INLET (AS ON DEMOLITION PLANS) REMOVE GRAVEURIP RAP EW Existing Water Line
IMI
EXIST. Existing
d FLARED END SECTION (AS ON DEMOLITION PLANS) CLEARING AND GRUBBING LIMITS F.F. Finished Floor
BORING OR TEST PIT LOCATION FL Flow Line
FT Foot
121 -- -- --- CONTOUR H:V Horizontal:Vertical
130 INDEX CONTOUR HC Handicap
HDG Hot Dip Galvanized
SECURITY ID Identification
FENCE WOVEN WIRE FENCE (NCDOT ST'D 866.02) IN/HR Inches Per Hour
INV Invert
CONCRETE PAD AND SIDEWALK
IF Inlet Protection
Ibs Pounds
LF Linear Feet
ASPHALT PAVEMENT LOD Limits of Disturbance
LT Left
LIGHT DUTY ASPHALT m Meter
PAVEMENT MAX. Maximum
MG Match Grade
B17 17 PARKING STALL LIGHT MH Man Hole
uvVvvvVcv�v=r✓v�F
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mm Millimeter
MPH Miles Per Hour
BUILDING MUTCD Manual on Uniform Traffic Control Devices, Current Edition
N North
N.T.S. Not to Scale
FUTURE BUILDING NJ New Jersey
NJSA New Jersey Soil Erosion and Sediment Control Act
GRID COORDINATE O.C. On Center
CE CONSTRUCTION ENTRANCE (NCDENR STD. 6.06) SHOWING DETAIL'S PC Point of Curvature
A5 POSITION ON SHEET PERF Perforated Pipe
CS51 Perp Perpendicular
ATFP STANDOFF ATFP STANDOFF pH Measure of Acidity
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1 St'd NCDOTTYP. 8 Grated Drop Inlet Req'd
H= 2.25'
F
Ri m-24.00'
am
LL
1
2
.12'-18" TYPE V RCP Req'd. (1.00' Cover)
nv.AIN) 217S„Inv_(OUT) ---- 21.20 _
.St'd. NCDOTTYP.5 Grated Drop Inlet Req'd
26 to
CG 2$
=125'-24" TYPE V RCP Req'd_ (1_05' Cover) i
_
I
:Inv. (IN) 21_2 Inv.(OLFT); 2080
3
CG-29
1 St'd_ NCDOTTYP_ 8 Grated Drop Inlet Req'd
;H= 3.95' i
I
;Rim=24.75'
28 to
CG-29
i
132'-30" TYPE V RCP Req'd_(1_45' Cover)
I
-
u__
- - - -
Inv. (IN) = 20.80, Inv.(OLIT) = 20.25
i
CG-29
1 St'd NCDOTTYP. B Grated Drop Inlet Req'd
H = 4.25' 3
-F--
l
Rim 24.50' i
29 to
GG 30
;_ . 147'-30"TYPEV RCP Req'd.(1.60' Cover]
I
Inv- (IN)= 2025Inv_(OLFT)� 19.78
CG-30
1-St'd. NCDOT Manhole
t
-----; -- -
--
)
:Rim=24.78'
'
30 tLT
CG-31
, 242'-30"TYPE V RCP Req'd j1.60' Cover)
F Inv. (IN) - 19.78' 1lnv.(OL1T)i28.00'
--
CG-31
1 St'd. NCDOT TYP 8 Grated Drop inlet Req'd�i
3
I
H= 4-0' i
I
Rim=22A'
31 to
CG-32170'-36"TYPEV
RCP Req'd.(1.60'cover) 1
_
-____
Inv.(IN) 1800Inv.(OUT)�_____.17-50
- ----
1 St'd 36" NCDOT End Structure Req'd
34 to
;CG35
._ -
36-24'`TYPEVRCPRegd-(105'Cover)
_. - .__.___. _. .,._
E
_
Inv (IN) 1900Inv.(OLIT) 1870
_ - ___
___�.�4
:i st'd 24" NCDOTEnd Structure Req'd
j
38 to
CG-39
_
4224"TYPEVRCPReq'd_(2.60'Cover)
_ - - ...
- - --
(IN) 1865Inv.(OUT)_�18.40
-Inv
2St'd 24" NCDOTEndStructure Req'd
_.. _____- __._.___ .___..
j
i
EX-7
i EXISTING DROP INLET
Rim=24.22' i
g
7 to
EX-6
_
_. 80'-18" RCP EXISTING_
---
---
_
.Inv_ (IN) 21.77 Inv.(OUT); r.._ 21.50r
I
;EXISTING PIPE
j
A
€X-5
EXISTING DROP INLET
Rim=24.07' -
-
5 to
EX-6
68'-24" RCP EXISTING
_ _
m -- --F
`Inv. (IN) 21 37 Inv.(OUT):--21_30u
;EXISTING PIPE
EX-6
EXISTING DROP INLET
-----------__.__
Rim=24-00'
-
6 to
CC-33
40'-24" TYPE V RCP Req'd. (1.55' Cover)
_ Tlnv.
(IN).. -22.30E Inv.(OL!T)' ._. 21.08
1 Sf'd 24" NCDOT End Structure Req'd
I
40 to
CG-41
20'-15" TYPE V RCP Req'd. (1.00' Cove r)
_ _.
-
Inv_ (IN) 2140 Inv.(OUT) 21-30
2 Sf'd 15" NCDOT End Structure Req'd
36 to
CG-37
25-18" TYPE V RCP Req'd.. (2.770' Cower)
Inv. (IN) 20.56 Inv.(OUT)i
_
T20.07
1 St'd 18" NCDOT End Structure Req'd
----.� .._._'-
CG-37
_-----_---
1 St'd_ NCOOT Man hole
-
H=3.00'
-
Rim=23.00'
37 to
CG-42
25-18"TYPE V RCP Re d. (2 70' Cover)
Env. (INI = 20.07' Inv -(OUT)- 20.00
1 St'd 18" NCDOTEnd Structure Read
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N40085-10-G5310
NAVFAC DRAWING NO
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SWM POND 1 - GRADING PLAN
1"=20'
0 20' 40'
SCALE: 1 "= 20'
2
Il�lil
,
S-VFS SEE DETAIL THIS
II HEET
N
PLAN
NORTH
FABRICATED GRATE TOP
0 MAX. STAGE EL. = 23.17' (100 YR DESIGN STORM)
o _
TEMPORARY POOL (FRONT OF RISER) EL. = 22.50'
NORMAL POOL EL. = 21.50'
FOREBAY
INLET PIPE
INV. = 20.0' -
NCDOT CLASS IS OR 1" RIPRAP
SEE ST'D DETAIL 876.02
3
'ELDED WIRE FABRIC W/
3UARE OPENINGS < 6"
5'
GRATE PLAN VIEW
OUTLET STRUCTURE DETAILS
NTS
SWM #1
DIMENSIONS
ELEVATION
PERMANENT POOL
7,250 SF
21.50
TEMPORARY POOL
9,502 SF
22.50
POND BOTTOM
1,662 SF
17.00
SEDIMENT CLEANOUT BOTTOM
1,000 SF
16.00
TOP OF DAM WIDTH
5.0' WIDE
24.50
DRAWDOWN ORIFICE
1.5"
21.50
TOP OF RISER
4' X 4' BOX
23.00
OUTLET PIPE INVERT IN
58 LF 18" RCP
@ 0•9%
20.50
OUTLET PIPE INVERT OUT
20.00
AREA ABOVE PERMANENT POOL
8,895 SF
22.00
10,109 SF
23.00
11,381 SF
24.00
FOREBAY ELEV-AREA
266 SF
17.00
431 SF
18.00
623 SF
19.00
840 SF
20.00
1,082 SF
21.00
1,212 SF
21.50
OUTLET STRUCTURE
PLAN VIEW
4 1 5
POND OUTLET STRUCTURE NOTES:
RCP OUTLET BARREL SHALL BE CLASS III RCP MEETING THE REQUIREMENTS OF ASTM C76. THE PIPE JOINTS
SHALL BE "0"-RING TYPE JOINT.
THE OUTLET RISER SHALL BE 4' x 4' BOX MEETING ASTM C-478R & AASHTO M•199 MONOLITHIC BASE. THE JOINTS
SHALL BE ASTM C-443 RUBBER GASKET JOINTS. JOINTS SHALL BE SECURELY ANCHORED TOGETHER TO PREVENT
SEPRATION. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THE SECTION ANCHORING SYSTEM.
CLASS B RIP RAP WITH GEOTEX
NONWOVEN FILTER FABRIC
CONCRETE ANTI -FLOTATION BLOCK SHALL BE INTEGRALLY ATTACHED TO RISER BASE TO PREVENT RISER/BLOCK
(TO SURROUND ENTIRE OUTLET
SEPARATION OR PRECAST AS THE EXTENDED BASE OF THE MANHOLE DURING FABRICATION. IF THE CONCRETE
STRUCTURE)
ANTI -FLOTATION BLOCK IS CAST SEPARATE FROM THE MANHOLE ASSEMBLY THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANCHORING THE ANTI -FLOTATION BLOCK TO THE MANHOLE RISER ASSEMBLY.
WETLANDS VEGETATION NOTE:
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR PLANTING ALONG THE 10:1 AQUATIC
SHELF:
PLANTS SUITED FOR SHELF THATS UNDERWATER:
WITH FILTER
SAGITTARIA LANCIFOLIA (BULL TONGUE)
:OTEX NONWOVEN)
SAGITTARIA LATIFOLIA (DUCK POTATO)
SAURURUS CERNUUS (LIZARDTAIL)
PLANTS SUITED FOR SHELF THATS ABOVE WATER:
ORIFICE PIPE
ASCLEPIAS INCARNATA (SWAMP MILKWEED)
CAREX TENERA (QUILL SEDGE)
CHELONE GLABRA (WHITE TURTLEHEAD)
' NUMBER OF PLANTS REQUIRED SHOWN IN LANDSCAPING PLAN SHEETS L1001103
*LEVEL SPREADER
GRAVEL
BLIND SWALE
BMP OUTFALL
BMP OUTFALL
EL=19.95' -
GRAVEL
BLIND SWALE
STONEON
FILTER FABRIC E
SHE
w
#57 STONE
ENGINEERED
FILTER STRIP
SWALE
EL=19.50'�
CONCRETE LEVEL
SPREADER LIP EL=19.80'
�- EL=19.93'
\t/ ENGINEERED FILTER STRIP
(6" TOP SOIL WITH SEEDING PER
PERMANENT SEEPING SPECIFCATION)
i
EL=19.80'
LS-VFS WITH ENGINEERED FILTER STRIP
NOT TO SCALE
ANTI -SEEP COLLAR (2) SEEP COLLARS TO
BE SPACED AT 20' OC (SEE DETAIL).
COLLARS SHALL BE PLACED A MINIMUM
OF 2 FEET FROM JOINTS.
BACK OF RISER V 10.0'
EL. = 23.00' TOP OF BERM EL. = 24.50'
SwMpON 1 GRA S SFE
10:1 I I 50 LF -18" RCP @ 0.9%
BOTTOM OF POND=17.00' i �,
SEDIMENT BOTTOM=16.00' WATERTIGHT SEAL TO BE PROVIDED
AT RISER/BARREL INTERFACE
10' WIDE AQUATIC SHELF -
EL 21.00 TO 22.00 � -OUTFACE INV. IN = 20.50'
NOTE: -12"CONCRETE OR GROUT
RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE INSTALLED PRIOR TO THE BEGINNING OF OVERALL SITE GRADING AND SHALL BE
NCDOTSTD
MANHOLE
RIM: 23.00' 18" FLARED END
F SECTION
OUTFALL
INV. OUT 20.00'
8 LF -18" RC @ 0.9%
LS-VFS WITH ENGINEERI
FILTER STRIP
SEE DETAIL THIS SHEET
GTRADINGILIZEDIS COMPLETED THOE NTROL BASIN AND FOREBA S SDEVICE DURING OHALLUBE CLEANED AY AND I TY UT AND STABILIZED. THE SKIMMER DEVICE SHALL BECONSTRUCTION. ONCE SITE HAS BEEN STABILIZE PERMANENT DAM CROSS SECTION
REMOVED. NTS
2 1 3 1 4
0
a
0
IJ
a
ER
0
ER
CALCULATION SUMMARY:
IMPERVIOUS AREA PERCENTAGE:
�O``�•��i
NCARO�
TOTAL AREA DRAINING TO POND=110,313 SF (2.53 AC)
,�•°e���Essio•• ;
TOTAL IMPERVIOUS = 68,977 SF (1.5 AC)
4j
PERCENT IMPERVIOUS = 62.5%
jTD03�,� E
REQUIRED PERMANENT POOL SURFACE AREA:
.44
..........
c
AT 3.0 FT OF DEPTH, 85% TSS REMOVAL, SAIDA = 5.25
0.0525 x 110,313 SF = 5,791 SF REQUIRED
SURFACE AREA PROVIDED = 7,250 SF
SEAL
1.5 INCH VOLUME:
I=0.625
0 __
Rv = 0.05 + 0.9 (0.625) = 0.61 IN/IN
MINIMUM VOLUME = (1,5/12)(0,61)(110,313) = 8,450 CIF
VOLUME PROVIDED = 8,627 CIF
DRAW DOWN:
Y25
AVERAGE HEAD FROM STORAGE ELEVATION TO
ORIFICE INVERT = (22.5 - 21.5u3 = 0.33 FT
NE
IWO
0 1.5 INCH PVC ORIFICE: Q = 0.6(0.012)(64.4 x 0.33)A2' = 0.03 CFS
APPROVED
M T = 287,567 SEC = 3.33 DAYS
FOREBAY REQUIREMENTS:18-22% OF PERMANENT POOL VOLUME
FOR
ODMAwDERNAVFAC
FOREBAY PROVIDED = 3,240 CIF
AU
3,240 CIF 117,215 CIF =18.2%
mm
N
ORGANVATroN
LOMM
AVERAGE POND DEPTH:
BAMFACMR,'m
OATS >ou>%=
d = [0.25 x (1 +4,80317,250)] + [((4,803 + 1,662u2)(4/4,803)]
DES
MM
I DRw KAD
I CHK BAY
d = 0.4 +2.7 = 3.1 feet
PWDM xxtxx
BRANCH MANAGER
CHIEF ENGARCH
NOTE. COLLAR TO BE POURED AFTER
FIRE PROTECTM
z
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PIPES ARE IN PLACE
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EPROJ ECT NO. 79U68
CONSTR. CONTR. NO.
N40085-10-C-5310
NAVFAC DRAWING NO.
WET BASIN EMERGENCY SPILLWAY FRONT VIEW
SHEET
NTS
CS1-124
ORAMORM REVISION: 10 MARCH 2O09
5 RECEIVED

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SWM POND 2 - GRADING PLAN
III "=20'
7 MAX. STAGE EL. = 22.53' (100 YR DESIGN STORM)
N
lk
Am
3
ELDED WIRE FABRIC W/
]UARE OPENINGS < 6"
5
GRATE PLAN VIEW
{' OUTLET STRUCTURE DETAIL
NTS
ti
C70
rn
r
\
0 20' 40'
SCALE: 1 20'
BACK OF RISER
EL. = 22.00'
CALCULATION SUMMARY:
IMPERVIOUS AREA PERCENTAGE:
TOTAL AREA DRAINING TO POND = 332,363 SF (7.63 AC)
TOTAL IMPERVIOUS=170,860 SF (3.92 AC)
PERCENT IMPERVIOUS = 51.4%
REQUIRED PERMANENT POOL SURFACE AREA:
AT 4.0 FT OF DEPTH, 90% TSS REMOVAL, SAIDA = 4.44
0.0444 x 332,363 SF=14,757 SF REQUIRED
SURFACE AREA PROVIDED=19,041 SF
1.5 INCH VOLUME:
I = 0.51
Rv=0.05+0.9 (0.51)=0.511N/IN
MINIMUM VOLUME = (1.5112)(0.51)(332,363) = 21,299 CF
VOLUME PROVIDED = 21,562 CF
DRAW DOWN:
AVERAGE HEAD FROM STORAGE ELEVATION TO
ORIFICE INVERT = (21.50 - 20.5y3 = 0.33 FT
2.5 INCH PVC ORIFICE: Q = 0.6(0.034)(64.4 x 0.33)A21 = 0.09 CFS
T = 239,578 SEC = 2.77 DAYS
FOREBAY REQUIREMENTS:18-22% OF PERMANENT POOL VOLUME
FOREBAY PROVIDED=12,784 CF
12,784 CF 159,626 CF = 21.4%
AVERAGE POND DEPTH:
d = [0.25 x (1 +16,138/19,041)] + [((16,138 + 6.191 u2)(5I16,138)]
d = 0.5 +3.5 = 4 feet
ANTI -SEEP COLLAR (SEE DETAIL).
COLLARS SHALL BE PLACED A MINIMUM
10.0'1 OF 2 FEET FROM JOINTS.
TOP OF BERM EL. = 23.50'
I
5
NOTE. COLLAR TO BE POURED AFTER ` /6
PIPES ARE IN PLACE.
REINFORCING AS NECESSARY.
CLASS B RIP RAP WITH GEOTEX
NONWOVEN FILTER FABRIC
(TO SURROUND ENTIRE OUTLET 5'
STRUCTURE)
' n
1-5
d '
n. e
MIN,
WITH FILTER I
:OTEX NONWOVEN)
WET BASIN
ORIFICE PIPE ANTI -SEEP COLLAR
NOT TO SCALE
POND OUTLET STRUCTURE NOTES:
RCP OUTLET BARREL SHALL BE CLASS III RCP MEETING THE REQUIREMENTS OF ASTM C76. THE PIPE JOINTS
SHALL BE "0"-RING TYPE JOINT.
THE OUTLET RISER SHALL BE 4' x 4' BOX MEETING ASTM C-478R & AASHTO M-199 MONOLITHIC BASE. THE JOINTS
SHALL BE ASTM C-443 RUBBER GASKET JOINTS. JOINTS SHALL BE SECURELY ANCHORED TOGETHER TO PREVENT
SEPRATION. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THE SECTION ANCHORING SYSTEM.
CONCRETE ANTI -FLOTATION BLOCK SHALL BE INTEGRALLY ATTACHED TO RISER BASE TO PREVENT RISERIBLOCK
SEPARATION OR PRECAST AS THE EXTENDED BASE OF THE MANHOLE DURING FABRICATION. IF THE CONCRETE
ANTI -FLOTATION BLOCK IS CAST SEPARATE FROM THE MANHOLE ASSEMBLY THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANCHORING THE ANTI -FLOTATION BLOCK TO THE MANHOLE RISER ASSEMBLY.
WETLANDS VEGETATION NOTE:
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR PLANTING ALONG THE 10:1 AQUATIC
SHELF:
PLANTS SUITED FOR SHELF THATS UNDERWATER:
SAGITTARIA LANCIFOLIA (BULL TONGUE)
SAGITTARIA LATIFOLIA (DUCK POTATO)
SAURURUS CERNUUS (LIZARDTAIL)
PLANTS SUITED FOR SHELF THATS ABOVE WATER:
ASCLEPIAS INCARNATA (SWAMP MILKWEED)
CAREX TENERA (QUILL SEDGE)
CHELONE GLABRA (WHITE TURTLEHEAD)
* NUMBER OF PLANTS REQUIRED SHOWN IN LANDSCAPING PLAN SHEETS L100-L103
18" FLARED END
SECTION
TEMPORARY POOL (FRONT OF RISER) EL.= 21.50'
NORMAL POOL EL. = 20.50' OUTFACE
I 10:1 INV. OUT 18.70'
36 LF - 24" RCP @ 0.83%
Al L4'�
FOREBAY BOTTOM OF POND=15.00'
SEDIMENT BOTTOM=14.00'
c c >c
INLET PIPE
v �
INV. =17.50'
NCDOT CLASS "B OR 1" RIPRAP
SEE STD DETAIL876.02 PERMANENT DAM CROSS SECTION
NTS
1
WATERTIGHT SEAL TO BE PROVIDED
AT RISER/BARREL INTERFACE
10' WIDE AQUATIC SHELF \ OUTFALL INV. IN=19.00'
EL. 20.00 TO 21.00
NOTE: 12" CONCRETE OR GROUT
RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE INSTALLED PRIOR TO THE BEGINNING OF OVERALL SITE GRADING AND SHALL BE
UTILIZED AS A SEDIMENT CONTROL DEVICE DURING ROADWAY AND UTILITY CONSTRUCTION. ONCE SITE HAS BEEN STABILIZE AND
GRADING IS COMPLETED THE BASIN AND FOREBAYS SHALL BE CLEANED OUT AND STABILIZED. THE SKIMMER DEVICE SHALL BE
REMOVED.
NCDOT CLASS "B OR 1" RIPRAP
SEE STD DETAIL 876.02
n
SWM #2
DIMENSIONS
ELEVATION
PERMANENT POOL
19,041 SF
20.50
TEMPOARY POOL
23,049 SF
21.50
POND BOTTOM
6,191 SF
15.00
SEDIMENT CLEANOUT BOTTOM
4,934 SF
14.00
TOP OF DAM WIDTH
10' WIDE
23.50
DRAWDOWN ORIFICE
2.50
20.50
TOP OF RISER
4' X 4' BOX
22.00
OUTLET PIPE INVERT IN
36 LF 24" RCP
@ 0.83%
19.00
OUTLET PIPE INVERT OUT
18.70
AREA ABOVE PERMANENT POOL
22,100 SF
21.00
24,012 SF
22.00
25,979 SF
23.00
FOREBAY ELEV-AREA
1,011 SF
15.00
1,419 SF
16.00
1,888 SF
17.00
2,413 SF
18.00
2,996 SF
19.00
3,635 SF
20.00
3,976 SF
20.50
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D SHALLOW LAND PLANT-2" PLUG TYP.
REFERENCE PLANT SCHEDULE FOR SPECIES.
SHALLOW WATER PLANT 2" PLUG TYP.
REFERENCE PLANT SCHEDULE FOR SPECIES.
TOPSOIL
PLACED TO 6" DEPTH
PER SECTION 32 93 00
2.2 TOPSOIL
NORMAL POOL 24"-36"
ELEVATION. VARIES
10:1
5'-0"
PLANTS
SEED EMBANKMENT PER
SECTION 32 9219
SEEDING
5'-0"
PLANTS
WET DETENTION BASIN PLANTING DETAIL - NOT TO SCALE
CWET DETENTION BASIN PLANTING NOTES:
1. DESCRIPTION. THIS WORK SHALL CONSIST OF FURNISHING AND INSTALLING HERBACEOUS
AQUATIC PLUGS BY EXPERIENCED PERSONNEL AND SUPERVISED BY A FOREMAN, AS SHOWN ON
THE PLANS, OR AS DIRECTED BY THE CONTRACTING OFFICER. HERBACEOUS AQUATIC PLUGS
SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF NCDENR STORMWATER BMP
MANUAL; AND GUIDELINES FOR PLANTING REFERENCED ON THE PLANS AND IN THE
SPECIFICATIONS.
2. MATERIALS. THE CONTRACTOR SHALL FURNISH THE AQUATIC PLUGS AT THE QUANTITIES
INDICATED ON THE PLANS FROM AN APPROVED SOURCE. THE CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER OF THE SOURCE OF SUPPLY AND AVAILABILITY OF THE PLUGS WITHIN A
WEEK OF CONTRACT AWARD. THE TRAYS SHALL BE WEED FREE AND THE PLUGS SHALL BE IN
HEALTHY CONDITION, DEEP-ROOTED, AND FREE OF INSECTS AND DISEASES. THE CONTRACTING
OFFICER SHALL REJECT ANY PLANT MATERIAL THAT IS DISEASED, INFESTED, OR DEAD, AT NO
ADDITIONAL COST TO THE CONTRACT.
3. PLUG SIZE, 36 PER TRAY, 2-1/4 INCH BY 5 INCH DEEP TAPERED PLUGS.
4. TOPSOIL SHALL BE PROVIDED AS SPECIFIED IN SECTION 32 93 00 2.2 TOPSOIL. THE
CONTRACTOR SHALL NOT APPLY OR USE ANY LIME, FERTILIZER, OR OTHER AMENDMENTS
WITHIN THE WET DETENTION BASIN.
5. CONSTRUCTION.
A.PLANTING SEASON. PLUGS SHALL BE PLANTED BETWEEN EARLY APRIL TO MID-JUNE IN
CONFORMANCE WITH THE REQUIREMENTS OF NCDENR STORMWATER BMP MANUAL.
B. PREPARING SOIL. AREAS TO BE PLANTED SHALL CONFORM TO THE SPECIFIED FINISH
GRADES, WITH TOPSOIL PLACED TO THE DEPTH INDICATED IN THE CONTRACT DOCUMENTS,
AND BE FREE OF ANY WEED OR PLANT GROWTH. THE AREA SHALL BE FREE OF CLODS,
STONES AND OTHER FOREIGN MATERIALS LARGER THAN 1-1/2 INCHES. ALL GULLIES, WASHES
B OR DISTURBED AREAS THAT DEVELOP SUBSEQUENT TO FINAL GRADING SHALL BE REPAIRED.
C.INSTALLATION. THE WET DETENTION BASIN DRAIN SHOULD BE FULLY OPENED AT LEAST
THREE DAYS PRIOR TO THE PLANTING DATE (WHICH SHOULD COINCIDE WITH THE DELIVERY
DATE FOR THE WETLAND PLANT STOCK) IN CONFORMANCE WITH THE REQUIREMENTS OF
NCDENR STORMWATER BMP MANUAL.
D. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF THE DATE THAT THE PLUGS
WILL BE DELIVERED TO THE JOB SITE. THE PLUGS SHALL BE PLANTED THE SAME DAY THAT
THEY ARE DELIVERED TO THE SITE. IF ANY LOCATION IS UNSUITABLE FOR PLANTING, THE
CONTRACTING OFFICER WILL RELOCATE THE PLANTING AS NECESSARY.
E. PLACE PLANT MATERIAL IN NATURALISTIC CLUMPS TO FORM "LANDSCAPE ISLANDS", RATHER
THAN EVENLY SPACED.
F. PLANTING HOLES SHALL BE VERTICALLY DRILLED WITH AN AUGER TO A DEPTH OF 5 INCHES
AND A DIAMETER OF 3 INCHES. TOPSOIL THAT IS REMOVED DURING THE HOLE DRILLING
PROCESS SHALL BE SALVAGED AND USED AS BACKFILL. PLUGS SHALL BE REMOVED FROM
THE CONTAINERS AND PLACED INTO THE AUGER -DRILLED HOLES. BACKFILL SOIL SHALL BE
LIGHTLY TAMPED TO REMOVE ANY LARGE AIR POCKETS AND VOIDS THAT EXIST IN THE
BACKFILL SOIL. WHEN PLANTED, THE TOP OF THE ROOT MASS SHALL BE AT GROUND LEVEL
AND THE PLUG SHALL BE IN A VERTICAL POSITION, WITH NO AIR SPACES SURROUNDING THE
ROOT MASS.
G.WATERING AND PLANT MULCHING. ALL PLANTS SHALL RECEIVE ONE QUART OF WATER EACH
THE SAME DAY OF THE INSTALLATION PLUS 2 APPLICATIONS OF 1 QUART OF WATER EACH AT
WEEKLY INTERVALS. THOROUGH SATURATION OF THE SOIL SURROUNDING THE PLUG SHALL
BE ENSURED. A SPRINKLER OR BREAKER NOZZLE SHALL BE USED TO AVOID WATER
PRESSURE DAMAGE TO THE PLUGS. THE CONTRACTING OFFICER SHALL INSPECT THE
FINISHED PLANTING BEDS FOR PROPER PLANTING, WATERING, AND MULCHING.
PLANT SCHEDULE
KEY
QUANTITY
BOTANICAL NAME
COMMONNAME
SIZE
ROOTTYPE
COMMENTS
Trees
AR
30
Acer rubrum
Red Maple
2" Cal.
B & B
Central leader
BN
5
Betula nigra
River Birch
2" Cal.
B & B
Multi -stem
CC
3
Carpinus caroliniana
American Hornbeam
2" Cal.
B & B
Central leader
INS
5
Nyssa sylvatica
Black Gum
2" Cal.
B & B
Central leader
LS
S
Liquidambarstyraciflua
Sweet Gum
2" Cal.
B&B
Central leader
PT
36
Pinus taeda
Loblolly Pine
2" Cal.
B & B
ICentral leader
OF
1 16
lQuercus falcata
ISouthern Red Oak
2" Cal.
B & B
I Central leader
Shallow Water Plants
AS
363
Acorus americanus
Sweet Flag
21/4" x 5" Deep
Plug
24" O.C. spacing
JE
363
Juncus effusus
Soft Rush
21/4" x 5" Deep
Plug
24" O.C. spacing
SC
363
Scirpus cyperinus
WOolgrass
21/4" x 5" Deep
Plug
30" O.C. spacing
Shallow lane[ Plants
Al
363
Asclepias incarnata
Swamp Milkweed
21/4" x 5" Deep
Plug
36" O.C. spacing
EF
363
Eupatorium dubium
Joe Pye Weed
21/4" x 5" Deep
Plug
30" O.C. spacing
LC
363
Lobelia cardinalis
Cardinal Rower
2 1/4" x 5" Deep
Plug
30" O.C. spacing
DO NOT CUT CENTRAL
LEADER
THIN BRANCHES
AND FOLIAGE.
RETAIN SPECIES
SHAPE.
SINGLE STRAND
GALVANIZED WIRE
FASTENER.
(2) 2" x 2" - 6 FEET LONG STAKES
REMOVE COVERING FROM
TOP 1/3 OF ROOT BALL
AND REMOVE WIRE BASKET
2" MULCH TO EXTEND
OVER SAUCER
SET TREE WITH 1/8 OF ROOT
BALL ABOVE EXISTING GRADE
SCARIFY SIDES TO 6" DEPTH
PRIOR TO PLANTING
AMENDED SOIL AS SPECIFIED
UNDISTURBED SOIL TO
BE SCARIFIED
'—[GIT DIAMETER rI
TWO TIMES ROOTBALL DIAMETER
TYPICAL TREE PLANTING- NOT TO SCALE
GENERAL NOTES:
1. EXISTING UTILITIES AND OBSTRUCTIONS SHOWN ON THESE PLANS ARE FROM THE BEST
AVAILABLE RECORDS AND SHALL BE VERIFIED BY THE CONTRACTOR TO HIS OWN
SATISFACTION PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL CALL'MISS UTILITY' PRIOR TO THE COMMENCEMENT OF PLANTING
OPERATIONS.
3. REPAIRS OR REPLACEMENT TO UTILITIES OR PROPERTY DAMAGED AS A RESULT OF THE
CONTRACTOR'S NEGLIGENCE, OR METHOD OF OPERATION, SHALL BE MADE AT THE
CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
4, THE CONTRACTOR SHALL PERFORM ALL WORK IN A MANNER THAT WILL ENSURE THE
SAFETY OF THE GENERAL PUBLIC, EMPLOYEES OF THE CONTRACTOR, AND THE
DEPARTMENT.
5. THE CONTRACTOR SHALL LAY OUT THE PROPOSED PLANTING FOR APPROVAL BY THE
CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS.
6. THE CONTRACTOR SHALL COORDINATE THE PLANTING PLAN WITH ALL OTHER ELEMENTS OF
WORK PERFORMED UNDER THE PROJECT, INCLUDING BUT NOT LIMITED TO FINAL GRADING,
TOPSOIL PLACEMENT, TURF ESTABLISHMENT, UTILITIES, AND SIGNING/LIGHTING; AND NORTH
CAROLINA DIVISION OF WATER QUALITY STORMWATER BEST MANAGEMENT PRACTICES
MANUAL; MARINE CORPS CAMP LEJEUNE BEAP DESIGN GUIDELINES; LEED GREEN BUILDING
RATING SYSTEM, VERSION 2.2; UNIFIED FACILITIES CRITERIA (UFC 3-210-10 25 OCTOBER
2001 INCLUDING CHANGE 2,6 APRIL, 2010) LOW IMPACT DEVELOPMENT MANUAL; AND
UNIFIED FACILITIES CRITERIA (UFC 3-201 23 FEBRUARY 2009) LANDSCAPE ARCHITECTURE.
7. EROSION AND SEDIMENT CONTROL FOR PLANTING OPERATIONS: ALL PLANTING PITS SHALL
BE PLANTED, BACKFILLED WITH AMENDED SOIL, STAKED, AND MULCHED ON THE SAME DAY
THAT EXCAVATION FOR THE PLANTING PIT OCCURS. ANY OTHER GROUND DISTURBANCES
CREATED BY THE CONTRACTOR OUTSIDE THE PLANTING PITS SHALL BE TOPSOILED, RAKED
TO AN EVEN SURFACE, AND SODDED. THE COST OF RESTORING DISTURBED AREAS AS
DESCRIBED ABOVE SHALL BE PERFORMED TO THE SATISFACTION OF THE CONTRACTING
OFFICER AND SHALL BE INCIDENTAL TO THE COST OF TREE PLANTING.
8. TOPSOIL AND SEEDING SHALL BE PLACED IN ACCORDANCE WITH: THE ENGINEERING AND
LANDSCAPE PLANS AND SPECIFICATIONS; AND THE UFGS PERFORMANCE TECHNICAL
SPECIFICATIONS, INCLUDING SECTION NUMBER:
SECTION 32 92 19 - SEEDING.
9. PLANT MATERIAL SHALL BE PLACED IN ACCORDANCE WITH: THE LANDSCAPE PLANS; AND
THE UFGS PERFORMANCE TECHNICAL SPECIFICATIONS, INCLUDING SECTION NUMBERS:
SECTION 32 05 33 - LANDSCAPE ESTABLISHMENT.
SECTION 32 93 00 - LANDSCAPE PLANTS.
10.PROVIDE COMPLETE LANDSCAPING MAINTENANCE, INCLUDING ROUTINE MOWING, FOR
ONE FULL GROWING SEASON AFTER COMPLETION OF PLANTING.
11.ALL TREES SUPPLIED SHALL BE A MINIMUM OF 2-INCH CALIPER, BALLED AND
BURLAPPED, AND GROWN AT A NURSERY FROM WITHIN 150 MILES OF THE PROJECT SITE.
12.ALL LANDSCAPE MATERIALS DELIVERED TO THE SITE SHALL BE TAGGED WITH A PLANT
IDENTIFICATION TAG FROM THE NURSERY INDICATING SPECIES AND COMMON NAME AND
SHALL BE STORED IN A SHADED AREA AS DIRECTED BY THE CONTRACTING OFFICER AND
HEELED IN WITH MULCH. ROOT BALLS SHALL BE COVERED WITH UP TO 4 INCHES OF MULCH
AND WATERED DAILY UNTIL PLANTED.
13.NO LANDSCAPEING MATERIAL SHALL REMAIN ON SITE FOR MORE THAN THREE WEEKS.
MATERIALS STORED FOR MORE THAN THREE WEEKS SHALL BE REJECTED,
14.ALL PLANT MATERIALS SHALL BE MAINTAINED AND WARRANTIED BY THE CONTRACTOR
FOR ONE YEAR FROM THE TIME OF PROJECT ACCEPTANCE.
15.PIT DRAIN MODIFICATION MAY NEED TO BE INSTALLED IF THE PLANTING PITS DO NOT
PERK DUE TO COMPACTED SOIL.
6. WETLAND MAINTENANCE CRITERIA. IF A MINIMUM COVERAGE OF 50% IS NOT ACHIEVED IN THE
PLANTED WETLAND ZONES AFTER THE FIRST GROWING SEASON, A REINFORCEMENT PLANTING
WILL BE REQUIRED IN CONFORMANCE WITH THE REQUIREMENTS OF NCDENR STORMWATER
BMP MANUAL.
A 7. GUARANTEE SHALL BE AS SPECIFIED IN SECTION 32 93 00 1.7 GUARANTEE,
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Final Design Submittal
June 15, 2011
PRELIMINARY
Not for Construction
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PIPE BOLLARD B2
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- 8" NCDOT TYPE ABC
--15" SELECT MATERIAL CBR=20
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-- 15" SELECT MATERIAL CBR=20
CONCRETE PAVEMENT B9
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REVISIONS
LOCATION 1 `
MAP—D
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LOCATION MAP—A�`INSTALLATION RESET, DEMOLISH VARIOUS
LOCATION �«
MAP—C' BUILDINGS AT MCB CAMP LEJEUNE, PHASE 1
� MARINE CORPS BASE CAMP LEJEUNE
� F .
CONTRACT NO. N40085-17-B-0009
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CONTRACTOR SHAu CaaY AS F W.OM
MIMECORmADTOR SHN1 NOT RELEASE TO ANYONE WTSCE ME CONTRACTORS CRONBATICN MIYINOA55NTE NFORMATION,
,QNACIESSOFMEDMM(EG.,FILM,TAPE,D000MENTL PERr,UNINGTOMYPMrOF1 CCMNPLTC AM'fliC(RMIRFU TO
THIS CONTRACT, LNL
III THE CONMALRNG OFFICER HAS OVER PRIOR WRITTEN APPROVAL ON
IT, THE WOR-ATON 15 OTHERWISE IN THE PUBM COAANI BEFORE ME DATE X RNEVSE
IBI REOIESTS FOR APPRWM SHAU IDENTIFY ME SPECIFIC INFORMATION TO BE RELEASED, ME MEDIUM TO BE USE, AND ME PURPOSE
FOR ME REEASE. ME C W TRACTOR SHML SNBMO N5 RE W EST TO ME C W TRACTNG OFF ICER AT LEAST 45 DAYS M_FCRE THE
PHOOSEDDATE FORREFASE.
(C) 1NE C.TIC/{TMR EUTORC EASA REWREMMTNEACHWBCMI TMDFAHMC CT. SUBCW TORS
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VAN
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CAMP LEJEUNE, NORTH CAROUNA
DES. J.K. AVOLIS, P.E.
17-0009 INSTALLATION RESET, DEMOLISH VARIOUS
DR. J.K. AVOLIS, P.E.
SITE MAPPING AND SITE DESIGN Br:`a•A
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cHR. J.C. AVOLIS, P.E.
SUBMITTED BY: J.WALKER
DESIGN DIR. T.H. BURTON, PE
APPROVED: PWO OR OICC DATE
S12E
CODE IDENT. NO
NAVFAC DRAWING NO.
SATISFACTORY TO: DATE
CONST. CONTR. NO. N400156-17-R-0000
SCALE: NOTED SPEC. 05-17-0000 1 SHEET OF

SITE LOCATION MAP -A
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GENERAL DEMOLITION NOTES:
1. DEMOLITION OPERATIONS SHALL BE COMPLETED IN COMPLIANCE WITH ALL STATE AND FEDERAL REGULATIONS AND AS SPECIFIED.
2, THE PLANS DEPICT THE GENERAL INTENT OF DEMOLITION. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE
NOT SLATED FOR DEMOLITION. ANY ITEM DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO ITS
ORIGINAL CONDITION OR REPLACED WITH NEW.
3- DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE AND ARE ACCURATE AS OF THE TIME OF SITE INSPECTION. THE
CONTRACTOR SHALL CONFIRM TO HIS OWN SATISFACTION SITE CONDITIONS INCLUDING A VERIFICATION OF CONDITIONS SHOWN AND
NOT SHOWN.
4- ADJACENT STRUCTURES AND UTILITIES MUST REMAIN IN OPERATION DURING DEMOLITION ACTIVITIES. EXISTING ROADS SHALL REMAIN
OPEN AND ACCESSIBLE BY VEHICULAR AND PEDESTRIAN TRAFFIC. IF ROADWAY CLOSURE IS REQUIRED, APPROVAL SHALL BE
SECURED FROM THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROVIDE BARRICADES, LIGHTS, SIGNAGE AND OTHER
PROTECTIVE DEVICES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTED).
5. THE CONTRACTOR SHALL PROVIDE FENCING, BARRICADES OR OTHER PROTECTIVE DEVICES TO MAINTAIN A SECURED WORK AREA AT
ALL TIMES.
6, PRIOR TO STARTING DEMOLITION ON ANY STRUCTURES OR UTILITIES, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE
EXISTING CONDITIONS OF ANY STRUCTURES AND UTILITIES. THE CONTRACTOR SHALL DEVELOP A PLAN OF DEMOLITION THAT
ENSURES ALL ACTIVITIES ARE COMPLETED IN A SAFE MANNER. PROLE ANY TEMPORARY SHORING, SHEETING OR SUPPORT
REQUIRED TO COMPLETE WORK IN A SAFE MANNER.
7. COMPLETELY REMOVE ALL STRUCTURE AND UTILITIES INDICATED, BOTH ABOVE GROUND AND BELOW GROUND.
B. ALL EXCAVATIONS CREATED BY DEMOLITION ACTIVITIES SHALL BE BACKFILLED WITH COMMON FILL, SHALL BE GRADED TO CREATE
POSITIVE DRAINAGE, AND SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. GRAVEL AND PAVED
SURFACES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.
9. ALL EROSION CONTROL FEATURES SHOWN SHALL BE INSTALLED PRIOR TO DEMOLITION ACTIVITIES STARTING.
10. THE CONTRACTOR SHALL MINIMIZE DUST GENERATED FROM DEMOLITION ACTIVITIES BY WET METHODS OR OTHER APPROVED
METHODS.
11, WHERE ROADS, SIDEWALKS, ETC ARE INDICATED TO BE CUT AND PATCHED, EACH SHALL BE REMOVED AND REPLACED ALONG NEAT
SAWCUT LINES, AND TO THE NEAREST JOINT WHERE IT EXISTS.
12. CERTAIN AREAS OF WORK ARE LOCATED WITHIN RESTRICTED AREAS. ACCESS TO THESE AREAS SHALL BE COORDINATED WITH THE
CONTRACTING OFFICER.
13. ANY FILL MATERIAL REQUIRED TO ESTABLISH THE FINISH GRADES SHOWN SHALL BE OBTAINED FROM A PROPERLY PERMITTED
BORROW PIT. ANY EXCESS SOIL MATERIAL GENERATED FROM DEMOLITION ACTMTIES SHALL BE DISPOSED OF OFF OF THE
GOVERNMENT PROPERTY.
14. IF DURING DEMOLITION, ANY SOILS ARE ENCOUNTERED THAT ARE SUSPECTED OF BEING CONTAMINATED, WORK SHALL CEASE AND
THE CONTRACTING OFFICER SHALL BE CONTACTED FOR RESOLUTION.
15. CONSTRUCTION AND MATERIALS INDICATED ARE GENERAL IN NATURE AND ARE NOT INTENDED TO FULLY DESCRIBE THE EXISTING
CONSTRUCTION PRESENT. THE CONTRACTOR IS RESPONSIBLE TO INSPECT ALL FACILITIES TO BE DEMOLISHED TO HIS OWN
SATISFACTION AND INCLUDE ALL NECESSARY COSTS TO COMPLETELY REMOVE EACH FACILITY AS DESCRIBED.
I. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL SECURE THE SERVICES
OF A PROFESSIONAL UTILITY LOCATE CONTRACTOR TO MARK ALL EXISTING UTILITIES IN THE AREA OF WORK, UTILITY MARKINGS
SHALL BE MAINTAINED FOR THE DURATION OF DEMOLITION ACTIVITIES.
2. ALL UTILITY LINES TO REMAIN SHALL REMAIN ACTIVE AND SHALL BE PROTECTED DURING DEMOLITION ACTIVITIES.
3. EXISTING UTILITIES SHALL NOT BE INTERRUPTED WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER.
4, THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE, TO ORIGINAL CONDITION, ANY UTILITIES DAMAGED DURING
DEMOLITION ACTIVITIES FROM THE CONTRACTOR'S OPERATIONS.
5- ALL COSTS ASSOCIATED WITH LOCATING, DISCONNECTING ABANDONING AND CAPPING OF UTILITY LINES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
6. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE REMOVAL OF ALL UTILITIES INDICATED WITH THEIR RESPECTIVE
UTILITY PURVEYORS.
7. ALL PIPES AND CONDUITS THAT ARE TO BE ABANDONED IN PLACE, SHALL BE CAPPED OR PLUGGED TO SECURE ALL OPEN ENDS
TO FORM A WATERTIGHT SEAL.
8. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE.
EROSION CONTROL NOTES
EROSION CONTROL NOTES.
SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
L INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT ENTRANCE.
2. INSTALL SILT FENCING, CHECK DAMS, DROP INLET PROTECIION AS INDICATED.
3- COMPLETE SITE DEMOLITION AS INDICATED.
4. FINE GRADE SITE AS INDICATED.
5, STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES PER THE VEGETATION PUN AND STATED TIME CONSTRAINTS.
6, INSTALL SOD i0 ESTABLISH FINAL VEGETATION.
7, ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE
REQUIRED WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR
CONTRACTOR.
6. REMOVE SILT FENCING, GRAVEL CONTROL ENTRANCE, CHECK DAMS AND DROP INLET
PROTECTION ONCE VEGETATION IS 95% ESTABLISHED MINIMUM-
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED FOR
STABILITY AND OPERATOR FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
EVENT BUT IN NO CASE LESS THAN ONCE EVERY WEEK_ ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE
OPERATIONAL CONDITIONS INTENDED.
2. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PUN IN ORDER
TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE
REMOVED ON A DAILY BASIS.
3_ SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING, CHECK DAMS, AND
DROP INLET PROTECTION PRIOR TO THE SEDIMENT ACCUMULATING TO A MAXIMUI
DEPTH OF SIX INCHES.
SPECIAL SEEDING NOTE
ALI DENUDED AREAS WILL WITHIN T CALENDAR DAYS OF CONDITION OF
ANY PHASE OF GRADING OR CEASING OF GRADING ACDOTTS, BE PLANTED
AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES,
OR STRUCTURFS SUFHGIFNT TO RESTRAIN EROSION.
ALL DENUDED AREAS WILL, WON ) DAYS DF COMPLETION OF
CONSTRUCTION, BE PROVIDED PERMANENT GROUND COVER_
NOTE
1. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT
SHALL BE OBTAINED FROM AN NCDENR LAND QUALITY SECTION
PERMITTED BORROW PIT.
NDIE .
NO WETLANDS EXIST WITHIN THE LIMOS OF CONSTRUCTION.
TOTAL LIMITS OF DISTURBANCE
34.05 ACRES
NOTE:
ENGINEERING SURVEYING COMPLETED BY AVOLIS ENGINEERING, PA. SITE HORIZONTAL AND VERTICAL
CONTROL ESTABLISHED BY CAROLINA ENGINEERS, PA (CORPORATE LICENSE # C-0205).
CIVIL LEGEND
EXISTING
DESCRIPTION
NEW
DO
WATER VALVE
©
TELECOMMUNICATIONS MANHOLE
QS
SANITARY SEWER MANHOLE
O
STORM DRAIN MANHOLE
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SANITARY SEWER (FORCE MAIN)
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STORM SEWER
- -W-/-EMI- -
DOHESTIC/NRE WATER
----G---
UNDERGROUND CAS
--- TELL ---
UNDERGROUND NEL PIPING
---ONE---
OVERHEAD ELECTRICAL
---UGE---
UNDERGROUND ELECTRICAL
---ED---
UNDERGROUND FIBER OPTIC
- -IT/LAGS- -
UNDERGROUND STEAM
—OH5
OVERHEAD STEAM
- -NOW- -
DUAL TEMPERATURE THERMAL
---UGC---
UNDERGROUND COMMUNICATIONS
---DEC---
OVERHEAD COMMUNICATIONS
PENCE
0
CONCRETE
0
0
ASPHALT
-+
C C C
GRAVEL
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A
x 5.00
SPOT 01 TONS
- - - -25- - - -
CONTOUR UNES
28
TREE LINE / CLEARING LIMIT
- - OIL ----
SILT FENCE
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v
SIGN
DEMOLITION HEMS
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APPROX. APPROXIMATE/APPROXIMATELY
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CJ CONTRACTION JOINT
CMH COMMUNICATIONS MANHOLE
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
DO, 4 DIAMETER
DI (STORM DRAIN) DROP INLET
DI DUCTILE IRON (PIPE)
END DRAINAGE MANHOLE
EJ EXPANSION JOINT
EL,ELEV. ELEVATION
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ENGINEERING SURVEYING COMPLETED BY AVOLIS ENGINEERING, PA. SITE HORIZONTAL AND VERTICAL
CONTROL ESTABLISHED BY CAROLINA ENGINEERS, PA (CORPORATE LICENSE A C-0205).
G NERA 0 W'nON NOTES
I. ME LOCATION AIL DEPTHS OF EX611NO UNITES 9 ME APPROXIMATE ME CONTRCTOR
S BE RESPIX19d£ FOR SCANNING ME AREA, Of NORM TO IOENUf TO HIS OWN
SATISFACTOM RE EXTENT OF UNITES PRESENT INCLUDING THE UIIOMES WBEXUO TO Y
PRESENT. TROY NOT SH01M, AND THOSE SHOOK TO BE IN A DIFFERENT LOCATION.
2, PDSOIL SIR STATURES OVISDE RIO AREA OF WORK OR THOSE F P.RES NOT RREVANT TO
THE WORK BEING PERFORMED ME NOT SHOWN FOR CIMM.
3, TIC CONTRACTOR SHIN. BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW WRING THE COURSE
OF CONS TJON. ME CONTRACTOR SHAUL DWOP A TRAFFIC CONTROL PLAN TO BE
SUBMITTED TO THE CONTRUCnNG SMUT FOR ARPOVAI PRIOR TO STARTING CONSTRUCTION.
A. ALL EXGTNG VEGETATED MEM DISTURBED DURING CONSTRICTION $NAIL BE REVEGETATED IN
ACCEPTANCE WON THE PROJECT VEGETATION PLAN, SEE OCTAL E, SHEET CG501.
5. COMPEIE ALL TRENCH SECTION N ACCORDANCE M DETA4 B. SHEET W5O1,
6. GRALE EVENLY BITIRTH N1 SPOT ELEVATORS SHOWN.
SPECIFIC WORK REMS (THIS SHEET):
OI EXISTING BUILDING TO BE DEMOLISHED, SEE ARCHITECTURAL PUNS.
QP EXISTING CONCRETE TO BE REMOVED.
0 EXISTING OVERHEAD ELECTRIC SERVICE TO BE REMOVED. EXISTING
TRANISFORMER TO REMAIN.
O EXISTING UNDERGROUND COMMUNICATIONS SERVICE TO BE REMOVED.
EXISTING PEDESTAL TO REMAIN.
QS CUT AND PATCH GRAVEL, SEE DETAIL D, SHEET CS501
© EXISTNG TREE TO BE REMOVED,
O7 INSTALL SILT FENCE. SEE DETAIL A, SHEET CG501.
O INSTALL GRAVEL CONTROL ENTRANCE. SEE DETAIL B, SHEET CG501,
SITE MAPPING AND SITE DESIGN BY
AVOW BIGWESaNG, PA MPANPa Nmv
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GENERAL CDNSTRUCTION NOTES:
1, THE LO0U*N AND DEEMS OF EXISTING UTILITIES SHOWN ARE APPROXIMM. ME CONTRACTOR
SHALL BE RESWELE FOR SCANNING THE AKA OF WORK TO IDENTIFY TO HIS OWN
SATISFACTION ME EXTENT OF IRRDIES RESEW INCLUDING THE MARINE INOCATED TO BE
PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A OBTRENT LO0010N.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WOK OR MOST FEANwES HOT REIEYANT TO
ME WORK BEING PERFORKO ARE NOT SHOWN MR C ,
3. ME CONTRACTOR SHA-L BE RESPONSIBLE FOR NAWAINNG MAFM HD'W DURING ME C E
OF CONSTRUCTOR ME COTRACTOR SHUE DEVELOP A TRADES DONROL PLAN TO BE
SUMMED TO ME CONTRACTING OFFICER FOR A➢PROVAL MEN TO STARTING CONSTRUCTION.
4. RE EXISTNG VE( ATED AREAS DISTURBED MIRK CONSTRUCTION SAE IE REWEEETAEEO N
ACCOROWCE WITH ME PROJECT KGETATKN P-M, SEE DETAIN E, SHEET 0G5)1.
5, CO2PLETE All TIRINCH SECMXI IN ILCORDANCE WITH DETNL B. SHEET CU5(E
6. GWDC MNLY BETWEEN NL SPOT EIEVATOIS SHOWK
SPECIFIC WORK ITEMS (THIS SHEET):
❑1 GRADE AREA TO FINISH GRADES SHOWN AND VEGETATE IN ACCORDANCE WITH THE
PROJECT VEGETATION PUN.
❑2 GRAVEL CUT AND PATCH, SEE DETAIL D, SHEET CS501_
❑3 INSTAL SILT FENCE. SEE DETAIL A, SHEET CG501.
❑1 INSTALL GRAVEL CONTROL ENTRANCE. SEE DUAL B. SHEET CG501.
V A / A
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8" BURY
FLOW
MAINTENANCE.
_ I. INSPECT STRUCTURES WEEKLY AND
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RAINFALL EVENT.
2 REMOVE SEDIMENT FROM BEHIND SILT
FENCE PRIOR TO N REACHMGA
— -- MAXIMUM DEPTH OF 6INCHES.
A SILT FENCE
mqI NOT TO SCALE
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0 00 00 OVER 12" LAYER OF STONE BASE COURSE
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RTH DETAIL.
SEDIMENT BEHIND THE CHECK DAM
FALL BE REMOVED PRIOR TO THE LEVEL
-ACHING WITHIN 6" OF THE CENTERLINE
REST OF ME DAM,
SHOULD SCOUR DEVELOP AT THE
)WNSTREAM END, IT SHALL BE
5' STEEL
6" THICK
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;T
NOTE: MAINTENANCE:
UNIFORMLY GRADE A SHALLOW I. INSPECT STRUCTURES MEEKLY AND
DEPRESSION APPROACHING THE INLET AFTER AT LEAST Al/2'OR GREATER
RAINFALL EVENT
NOTE' 2. CLEAR DEBRIS AND REPLACE STONE
PROVIDE DROP INLET PROTECTION 3. AS ILL ED A
ACCUMULATED SEDIMENT
AT ALL DRAINAGE STRUCTURES. WHEN IT REACHES A MAXIMUM DEPTH
O< 61NCHES.
DROP INLET PROTECTION
�I NOT TO SCALE
TEMPORARY VEGETANVE SEEDING
(PRIOR TO ESTABLISHING PERMANENT VEGETADONI
AFTER COMPLEDON OF GRADING ACTIN BE$ AND ME
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-112 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE.
SUPPLEMENTAL SEED
MAY THROUGH AUGUST
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY 75%
COVERAGE OF THE SEEDED AREA. THE STRAW AND SOWN SEED WELL BE LARRY DIGGER
INTO THE BED TO GIVE IT FURTHER RESISTANCE TO FLOWING AND WASHING THE
CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE
DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL WET DOWN THE AREAS TO
ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY
WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WEN THE ENTIRE
STAND OF GRASS 15 AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95%
COVERAGE OF DISTURBED AREAS. RESEEDING WLL BE REWIRED AS NECESSARY BY THE
CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
PERMANENT VEGETATION
ALL DISTURBED AREAS NOT COVERED WITH BUILDINGS, PAVEMENTS, OR OTHER
IMPERMEABLE SURFACES SHALL BE SODDED WITH CENTIPEDE SONG SOD AS THE
FINAL/PERMANENT VEGETATION.
REFERENCE SPECIFICATION SECTION 02 82 30 "RE-ESTABLISHING VEGETATION" FOR
SPECIFIC SOD INSTALLATION AND SOD BED PREPARATION REQUIREMENTS.
ALL DENUDED AREAS WILL, WITHIN 7 CALENDAR DAYS OF COMPLETION OF
ANY PHASE OF GRADING OR CEASING OF GRADING ACTIVITIES, BE PLANTED
AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ALL DENUDED AREAS WILL, WITHIN 7 DAYS OF COMPLETION OF
CONSTRUCTION, BE PROVIDED PERMANENT GROUND COVER.
/ C 1 VEGETATION PLAN
mp1 NOT TO SCALE
0 ION ONTROL N01
SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
i. INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT ENTRANCE.
2. INSTALL SILT FENCING, CHECK DAMS, DROP INLET PROTECTION AS INDICATED.
3, COMPLETE SUE DEMDUMON AS INDICATED.
4, FINE GRADE SEE AS INDICATED.
5, STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTNUIES PER THE VEGETATION PLAN AND STATED TIME CONSTRAINTS.
6, INSTALL SOD TO ESTABUSH FINAL VEGETATION.
7. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE
REQUIRED WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR
CONTRACTOR.
8. REMOVE SILT FENCING, GRAVEL CONTROL ENTRANCE, CHECK DAMS AND DROP INLET
PROTECTOR ONCE VEGETATION IS 95% ESTABLISHED MINIMUM.
I. All EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
EVENT BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL HE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE
OPERATIONAL CONDITIONS INTENDED.
2. ALL AREAS WALL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIDN PLAN IN ORDER
TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE
REMOVED ON A DAILY BASIS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING, CHECK DAMS, AND
DROP INLET PROTECTION PRIOR TO THE SEDIMENT ACCUMULATING TO A MAXIMUM
DEPTH OF SIX INCHES,
SPECIAL SEEDING NOTE -
ALL DENUDED AREAS WI WIHIN 7 CALENDAR DAYS OF COMPLETION OF
ANY PHASE OF GRADING OR CEASING OF GRADING ACCMIES, BE PLANTED
AND PROVIDED WIT TEMPORARY OR PERMANENT GROUND COVER, DEVICES,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ALL DENUDED AREAS 'WILL, WITHIN 7 DAYS OF COMPLETION OF
CONSTRUCTION, BE PROVIDED PERMANENT GROUND COVER,
NOTE.
I. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT
ME BE OBTAINED FROM AN NCDENR LAND QUALITY SECTION
PERMITTED BORROW PIT.
NOTE
NO WETLANDS EXIST WRHIN THE UNITS OF CONSTRUCTION.
TOTAL LIMITS OF DISTURBANCE
34.05 ACRES
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