SW6120302_APPROVED PLANS_20120618

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ���
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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Q KEYED NOTES:
1 CONCRETE DROP INLET, SEE DETAIL 01/C-511
2 PRECAST MANHOLE, SEE DETAIL 01IC-515
3 SEDIMENT TRAP MANHOLE, SEE DETAIL 061C-524
4 NOT USED
5 CONNECT TO EXISTING CATCH BASIN
GENERAL NOTES:
A. SEE SHEET C-001 FOR LEGEND.
B. FINISH GRADE ELEVATIONS AT THE IN/OUT PROCESSING
FACILITY PERIMETER ARE 6" BELOW THE FINISH FLOOR ELEVATION,
EXCEPT AT DOORS, WHERE IT IS AT FINISH FLOOR ELEVATION.
C. NORTHING AND EASTING TO CATCH BASINS, MANHOLES AND
DOWNSPOUT CLEANOUTS ARE TO THE CENTER OF THE
DRAINAGE STRUCTURE.
D. FOR STORM SEWER PROFILES, SEE SHEET C-302.
E. FOR BUILDING DOWNSPOUT LOCATIONS, SEE ARCHITECTURAL
DRAWINGS.
F. SLOPE WALKS AWAY FROM CURBS OR BUILDINGS, AT A MAXIMUM RATE
2%.
G. FOR UNDERGROUND DETENTION BASIN, SEE SHEETS C-506
THROUGH C-508.
H. FOR BIORETENTION AND ROOF DRAINAGE COLLECTION
SYSTEM, SEE SHEET C-510.
I. IPF STORM SEWER LINES 1 THROUGH 4 SHALL BE REINFORCED
CONCRETE PIPE (RCP).
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REFERENCE
NUMBER
C-1 15
SHEET 24 OF 105
DP-1 FT 100% CERTIFIED FINAL FOR CONSTRUCTION - 31 JAN 2012

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PROPERTY OF THE UNITED STATES GOVERNMENT
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IN/OUT PROCESSING FACILITY CONSTRUCTION SCHEDULE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. FLAG WORK LIMITS AND MARK TREES DESIGNATED ON PLANS TO BE PROTECTED.
3. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
4. CONSTRUCT TREE PRESERVATION AND PROTECTION PRACTICE FOR TREES DESIGNATED FOR PROTECTION ON PLANS.
5, INSTALL THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE / EXIT AT THE IN 1 OUT PROCESSING FACILITY SITE OFF OF THE EXISTING POV PARKING.
6. INSTALL SEDIMENT FENCING, AS SHOWN ON THE IN/OUT PROCESSING FACILITY SEDIMENT AND EROSION CONTROL PLANS, DEMOLITION PHASE.
7. INSTALL HARDWARE CLOTH AND GRAVEL INLET PROTECTION AROUND THE EXISTING INLET STRUCTURES SHOWN ON THE IN/OUT PROCESSING FACILITY,
SEDIMENT AND EROSION CONTROL PLANS, DEMOLITION PHASE.
8. COMPLETE DEMOLITION WORK AS SHOWN ON THE IN/OUT PROCESSING FACILITY, SEDIMENT AND EROSION CONTROL PLANS, DEMOLITION PHASE.
9. INSTALL THE TEMPORARY SEDIMENT TRAP (TEMPORARY SEDIMENT TRAP IPF-5) AT THE OUTLET OF THE TEMPORARY 12 INCH HDPE CULVERT UNDER THE C-130
RELOCATION EARTH RAMP.
10. INSTALL THE TEMPORARY 12 INCH CULVERT AND THE TEMPORARY OUTLET STABILIZATION STRUCTURE.
11. INSTALL SEDIMENT FENCE AT LOCATIONS SHOWN ON THE IN 1 OUT PROCESSING FACILITY EROSION AND SEDIMENT CONTROL, PHASE -A PLANS.
12. COMPLETE SITE CLEARING OF THE AREA WHERE THE C-130 PLANE WILL BE RELOCATED TO THE LIMITS SHOWN ON THE IN / OUT PROCESSING FACILITY
EROSION AND SEDIMENT CONTROL, PHASE -A PLANS.
13. GRADE THE SITE WHERE THE C-130 PLANE IS TO BE RELOCATED AND CONSTRUCT THE EARTH RAMP AS SHOWN ON THE IN I OUT PROCESSING FACILITY
EROSION AND SEDIMENT CONTROL, PHASE -A PLANS.
14. AFTER RELOCATING THE C-130, REMOVE TEMPORARY RAMP, CULVERT, OUTLET, AND OUTLET STABILIZATION STRUCTURE,
15. INSTALL SEDIMENT FENCE WHERE DESIGNATED ON THE IN f OUT PROCESSING FACILITY EROSION AND SEDIMENT CONTROL, PHASE-B PLANS.
16. INSTALL HARDWARE CLOTH AND GRAVEL INLET PROTECTION ON EXISTING INLET STRUCTURES, AS SHOWN ON THE IN / OUT PROCESSING EROSION AND
SEDIMENT CONTROL, PHASE-B PLANS.
17. INSTALL THE TEMPORARY SEDIMENT TRAPS AT THE LOCATIONS SHOWN ON THE IN 1 OUT PROCESSING FACILITY EROSION AND SEDIMENT CONTROL,
PHASE-B PLANS.
18. COMPLETE DEMOLITION AND CLEARING OF THE ENTIRE SITE INCLUDING WASTE DISPOSAL AREA.
19. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT SEDIMENT FENCE AROUND STOCKPILED SOILS.
20. CONSTRUCT UTILITIES, INCLUDING STORM SEWERS AND INSTALL HARDWARE CLOTH AND GRAVEL INLET PROTECTION WHERE INDICATED ON THE EROSION
AND SEDIMENT CONTROL PLANS.
21. CLEAR WASTE DISPOSAL AREA, AS NEEDED.
22. FINISH THE GRADING AROUND THE IN 1 OUT PROCESSING BUILDING, AS SOON AS THE ROUGH GRADING AND UTILITY CONSTRUCTION IS COMPLETE. LEAVE
THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.
23. COMPLETE FINAL GRADING FOR ACCESS DRIVES AND PARKING AND STABILIZE WITH GRAVEL.
24. COMPLETE FINAL GRADING FOR THE IN f OUT PROCESSING BUILDING, INCLUDING WALKS AND PADS AND PERMANENTLY VEGETATE AND MULCH, EXCEPT
FOR BIO-RETENTION AREAS.
25. COMPLETE THE CONSTRUCTION OF ALL DRIVES, WALKS AND PARKING AREAS.
26. AFTER THE SITE IS STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND INSTALL PERMANENT VEGETATION ON DISTURBED AREAS,
INCLUDING BIO-RETENTION AREAS. CONSTRUCT BIO-RETENTION BASINS AS SHOWN ON SHEETS C-510, L-501 AND L-502.
27. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND AFTER EACH RAINFALL EVENT. MAKE NEEDED REPAIRS IMMEDIATELY.
28. SHOULD GRADING ACTIVITIES BE DISCONTINUED FOR MORE THAN 3 WEEKS, MULCH THE GRADED AREAS.
29. ESTIMATE TIME BEFORE FINAL STABILIZATION IS 9 MONTHS.
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PLATE
REFERENCE
NUMBER
C-1 30
EET 43 OF 1
DP-1 FT 1 00% CERTIFIED FINAL FOR CONSTRUCTION .31 JAN 2012

0
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PROPERTY OF THE UNITED STATES GOVERNMENT
4 Ir �� 5 FOR OFFICIAL USE ONLY
0
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CONTOUR
ELEV. 382.0 N = 502 564.72
N = 502 574.00
E = 1993 010.33 E = 1 993 018.16
v � y v
3:1�
N = 502 574.60 � 1 w
E= 1 993 003.28
CLEAN OUT �.
N= 502 570.78
D E= 1993 006.51
INV= 376.61
�. I IS ©i
I I I I I I I I I I ! ! `" N= 502 543.58
3:1 �; E= 1993 016.38
3:1
N = 502 540.53
N- 502 564.� I I (
85
E= 1 992 991.1 i I I BgTTQM FLE�V.181.p ! I I E= 1 993 012.77
CLEAN OUT
CLEAN OUT N = 502 545.45
N = 502 561.27 � � � � � � 3=� w E = 1993 010.07
INV= 376.61
E = 1992 996.69 A
INV= 376.61
C
N = 502 557.74
E = 1 992 991.20
•„Cl ► •► =� ►
N = 502 541.06
E = 1993 005.78
CLEAN OUT
N = 502 508.75
E = 1992 953.35
INV= 378.57
N = 502 515.64
E = 1992 955.26 N = 502 506.77
�, E = 1992 960.24
N = 502 517.01
E = 1992 947.67 I
41 N = 502 500.50
I I ( { I E= 1992 959.11
POTTO _ LEi . 313:0 I I
I I I I I i l Z3:1
CONTOUR
ELEV.384.041
I 1 I I I
B 3:1 I I CB I i I I 1
(I I I 1 I CLEAN OUT
N = 502 491.37
I I 1 I I I I y E= 1992 941.06
INV= 378.57
N= 502 500.01
E = 1992 927.57
y I I I N= 502 486.98
E = 1992 943.13
N = 502 486.49
E = 1992 937.35
A
N = 502 491.89
E = 1992 928.25
NOTES:
A. FOR SECTION A A SEE DETAIL 011C-509
BIORETENTION BASIN DETAILS
CLEAN OUT
N = 502 446.04
E = 1992 892.39
INV= 379.07
CONTOUR
N = 502 469.35 ELEV. 382.0
E = 1992 889.21
N = 502 466.04
� 3:1 E = 1992 904.67
N = 502 467.79
E = 1992 887.37 IV
i49
I.I I'IoI I
N= 502 462.48 IIV
E = 1992 884.10
3:114,
N- 502 447.62 I I I I 1 I 1 I I I I I ,4'
E = 1992 880.54 I ( 1 1 80MM ELdV. 881.0 I �
I I I I I I 1 1 1
1 1 1 1 1 1 1 1 i
N= 502 438.12
E = 1992 883.30
CLEAN OUT N = 502 433.02
N = 502 443.02 E = 1 992 888.54
E = 1992 887.66
INV= 379.07
N = 502 456.18
E = 1992 909.42
N = 502 447.97
E = 1992 909.63
CLEAN OUT
N = 502 446.83
E = 1992 903.72
I NV-- 379.07
N = 502 436.32
E = 1992 904.72
OUTLET TO
BIORETENTION
BASIN RG#1
N = 502 4033.64
E = 1 992 897.95
INV.=381.00
PROVIDE 5'X5' AREA
AROUND OUTLET WITH
CLASS A EROSION STONE
CLEAN OUT
N = 502 402.48
E = 1992 912.81
INV.=381.45
CLEAN OUT
E = 1992 973.30
CLEAN OUT
N = 502 323.05
E = 1992 992.98
CLEAN OUT
N = 502 283.21
E = 1993 022.17
INV.=383.00
OUTLET TO
BIORETENTION
BASIN RG#2
NC
1 /_
s
CLEAN OUT CLEAN OUT
N = 502 397.12 N = 502 461.80
E = 1992 935.32 E = 1992 977.90
INV.=383.13
CLEAN OUT CLEAN OUT
N = 502 379.43 N = 502 464.60
E = 1992 951.54 E = 1993 008.91
0
CLEAN OUT
CLEAN OUT ,
N = 502 363.46
N = 502 443.72
E = 1992 966.18
E = 1993 028.06
W
CLEAN OUT
.
�- L)
N = 502 421.86
E = 1993 048.11
�0
CLEAN OUT
W
N = 502 352.61
L
E = 1992 976.13
CLEAN OUT
�
N - 502 396.41
CLEAN OUT
O
E = 1993 071.44
N = 502 325.01
E = 1993 001.44
CLEAN OUT
N = 502 308.18
E = 1993 016.87
CLEAN OUT
N = 502 293.81
E = 1993 030.05
CLEAN OUT
N = 502 361.2
E = 1993 103.64
N = 502 494.73
E = 1992 947.70
INV.=381.00
PROVIDE 5`X5' AREA
TUND OUTLET WITH
A 6ROSIR02-N-STONE
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CLEAN OUT
N = 502 482.10
E = 1993 000.05
INV.=383.20
CLEAN OUT
N = 502 479.80
E = 1993 009.23
INV.=383.21
SD -
CLEAN OUT
N = 502 371.41
E = 1 993108.61
INV.=383.58
NOTES:
PCs
A. FOR CLEAN OUT, SEE DETAIL 011C-524. °
B. THE CLEAN OUTS ARE NOT TRAFFIC RATED. ' '"
031943
C. ALL ROOF DRAIN COLLECTION PIPES AND FITTINGS SHALL BE, 6-INCH HDPE, SMOOTH LINED PIPE. ?Pig Imss.D.
D. FOR ROOF DOWNSPOUT LOCATIONS AND DETAILS, SEE ARCHITECTURAL PLANS 't'
E. NC CLASS A EROSION STONE TO BE 6 TO 9 IN IN SIZE AND 12 INCH IN DEPTH.
PLACE FILTER BLANKET UNDER STONE.
N.T.S. 102 1 ROOF DRAIN COLLECTION SYSTEM
20' 10% 0' 20' 40'
SCALE: 1 INCH = 20 FEET
SCALE: 1" = 20' 01
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DP-1 T 100% CERTIFIED FINAL FOR CONSTRUCTION - 31 JAN 2012

M0001-30,PROPERTY OF THE UNITED STATES GOVERNMENT
- - - - - - - - - - - - - - - .. - .- . - * • ftw,-O, im w I Ik%o 14.0 1 1 w 1 11 — v 1 *Jrm 14 4v 14

PROPERTY OF THE UNITED STATES GOVERNMENT
1 2 3 4 5 FOR OFFICIAL USE ONLY
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LANDSCAPE NOTES (1,800 LB TENSIESTRENGTH) OF ENGINEER S
ARROWHEAD SAVANNAH
ANCHOR 1"STAPLE GUIDES
2 PER BOARD
1. PLANTS DESIGNATED "B&B" IN THE PLANT LIST SHALL BE BALLED AND BURLAPPED. THEY SHALL BE DUG WITH FIRM, NATURAL BALLS OF EARTH
OF SUFFICIENT DIAMETER AND DEPTH TO ENCOMPASS THE FIBROUS AND FEEDING ROOT SYSTEM NECESSARY FOR FULL RECOVERY
OF THE PLANT. BALLS SHALL•BE FIRMLY WRAPPED WITH BURLAP OR SIMILAR MATERIAL AND BOUND WITH TWINE OR CORD.
2. ONLY "HEMP" BURLAP AND TWINE SHALL BE USED. NO TREATED OR PRESERVED BURLAP OR TWINE IS ALLOWED. ALL HEMP TWINE ATTACHED a
D TO THE TREE TRUNK IS TO BE REMOVED AFTER PLANTING. AT A MINIMUM THE TOP ONE-THIRD OF THE ROOT BALL IS TO HAVE ALL
ROOTBALL
BURLAP AND TWINE REMOVED. DO NOT CUT
CENTRAL LEADER
3. THE BALLS OF "B&B" PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY ON DELIVERY SHALL BE COVERED WITH MOIST SOIL OR MULCH,
OR OTHER PROTECTION FROM DRYING WINDS AND SUN. ALL PLANTS SHALL BE WATERED BY LANDSCAPE CONTRACTOR AS NECESSARY
UNTIL FINAL ACCEPTANCE. TREES OF SAME SPECIES
TO BE MATCHED IN SIZE 4" CALIPER TREE
4. NO PLANT SHALL BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK OR DISFIGURE THE BRANCHES. AND HABIT 32" 2x6 BOARD
WISTRAPPING
5. TREE BALLS SHALL HAVE A DIAMETER EQUAL TO A MINIMUM OF 10" FOR EACH CALIPER INCH OF THE TREE TO BE TRANSPLANTED. DO NOT PILE MULCH OR
SOIL AGAINST TRUNK PLAN
6. ALL PLANTS SHALL BE HANDLED SO THAT ROOTS ARE ADEQUATELY PROTECTED AT ALL TIMES. DURING SHIPMENT, THE ENTIRE PLANT REMOVE BURLAP FROM TOP
SHALL BE PROTECTED BY TARPAULINS OR OTHER SUITABLE COVERING. PLANT MATERIAL SUFFERING FROM WIND BURN OR OTHER z
WIND DAMAGE IS NOT ACCEPTABLE. THIRD OF ROOT BALL. Q
7. NO PLANT SHALL BE BOUND WITH ROPE OR WIRE AS NOT•TO DAMAGE THE BARK, BREAK BRANCHES, OR DESTROY ITS NATURAL SHAPE. INSTALL TREES WITH %ROOT BALL FINISHED GRADE a
NO PLANT MATERIAL REQUIRED TO BE BALLED AND BURLAPPED SHALL BE ACCEPTED IF THE BALL IS CRACKED OR BROKEN EITHER BEFORE EXPOSED ABOVE MEDIA (AS REQUIRED
OR DURING THE PROCESS OF PLANTING, OR WHEN BURLAP, STAVES, ROPES OR PLATFORM REQUIRED HAVE BEEN REMOVED. PER SECTION 12.3.8 OF THE NCDENR 32" 2X6 BOARD WITH STRAPPING
8. PRIOR TO THE START OF WORK, THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL SURFACE AND UNDERGROUND STORMWATER BMP MANUAL 3" DEEP MULCH TO COVER BOARDS
UTILITIES, ETC., AND SHALL TAKE PROPER PRECAUTIONS TO PREVENT DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT ANY UTILITIES BACKFILL WITH SOIL FROM FORM EARTH "SAUCER"
ARE UNCOVERED, THE LANDSCAPE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR
SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION AND TO REPAIR ANY DAMAGE WHICH PLANTING PIT = 3!4" X 70" STRAPPING (1500 LB TENSILE STRENGTH)
1 '!Y.+'..• .IMF
FILL ALL - ,.,;r+�r..r•w^_„ - - - , ' �•'�.;'`� , i1�� REMOVE EX. GRASS AND
SHOULD OCCUR TO THE SATISFACTION OF THE OWNER.
:i' t+i4ii+'' - Y:i' . ti�iti i�Cc-
9. ANY SERIES OF TREES OR SHRUBS TO BE PLACED IN A PARTICULAR ARRANGEMENT WILL BE FIELD CHECKED FOR ACCURACY BY VOIDS 112 -1 II I �I I I I=1 THOROUGHLY ROTOTILL
THE CONTRACTOR. ANY PLANTS INCORRECTLY ARRANGED SHALL BE RELOCATED WITH THE LANDSCAPE ARCHITECT'S APPROVAL. DEPTH OF, III �� = �I I �I I THIS AREA
G 10. EXAMINE SUB -GRADE UPON WHICH WORK IS TO BE PERFORMED. VERIFY SUB -GRADE ELEVATIONS, OBSERVE CONDITIONS UNDER WHICH BALL =
WORK IS TO BE PERFORMED, AND PROVIDE PERCOLATION TESTS AND ALL OTHER TESTS NECESSARY TO ASCERTAIN THAT ADEQUATE
GROWING CONDITIONS WILL BE PROVIDED FOR PLANTS. IF PERCOLATION TESTS OR SUBSOIL CONDITIONS INDICATE RETENTION OF
WATER IN PLANTING AREAS, AS SHOWN BY SEEPAGE OR OTHER EVIDENCE INDICATING PRESENCE OF UNDERGROUND WATER, NOTIFY ARROWHEAD ANCHOR 1.5x BALL DIAMETER x 0
LANDSCAPE ARCHITECT IN WRITING OF THIS FACT OR OF OTHER SATISFACTORY CONDITIONS BEFORE BACKFILLING. A CHANGE ORDER
MAY BE ISSUED TO DIRECT INSTALLATION OF DRAIN TILE OR OTHER MEASURES BEYOND DRAINAGE REQUIREMENTS INDICATED.
DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COMMENCEMENT OF PLANTING WORK 3 x BALL DIAMETER P
INDICATES THAT SITE CONDITIONS HAVE BEEN ACCEPTED "AS IS". '�i A.
�r�rr�rrs�i�►►►►�.
11. ALL PLANT MATERIAL IS TO BE GUARANTEED FOR ONE (1) YEAR. GUARANTEE PERIOD STARTS FROM DATE OF FINAL ACCEPTANCE BY TYPICAL TREE PLANTING DETAIL
12.
LANDSCAPE ARCHITECT.
THE QUANTITIES INDICATED ON THE DRAWINGS ARE PROVIDED. FOR THE BENEFIT OF THE LANDSCAPE CONTRACTOR, BUT SHOULD NOT
BE ASSUMED TO ALWAYS BE CORRECT. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY CALCULATIONS
AND THE LIABILITY WHICH PERTAINS TO THOSE QUANTITIES AND ANY RELATED CONTRACT DOCUMENTS AND/OR PRICE QUOTATIONS.
��
3 DEEP MULCH
7" MIN. FOR 2 a" POT, 8"
12" MIN FOR 1 GAL. POT,
MIN, FOR PINT
OR HEAVY CLUMP
FINISHED GRADE
13.
PRIOR TO PLANTING, THE CONTRACTOR IS TO OBTAIN SOIL TESTS FOR ALL PLANTING AREAS TO DETERMINE IF THE PROPER SOIL PH IS
f
SOIL MIX:
PRESENT. RESULTS FROM THESE TEST ARE TO BE SENT TO THE LANDSCAPE ARCHITECT. IF THE TEST INDICATES IMPROPER PH, THEN
_ ...
THE LANDSCAPE CONTRACTOR IS TO ADD LIME OR SULFUR TO PROVIDE THE PROPER SOIL PH.
REMOVE CONTAINER AND
1 = : ' �-
3 PARTS TOPSOIL
1 PART PEAT MOSS
14.
DIMENSIONS FOR HEIGHTS, SPREAD, AND TRUNK SPECIFIED ON THE MATERIAL SCHEDULE IS A GENERAL GUIDE FOR THE MINIMUM DESIRED
LIGHTLY SCARIFY ROOTS
f =! I ' :' �I I
FERTILIZER
SIZE OF EACH PLANT. AT A MINIMUM, ALL PLANT MATERIALS SHALL COMPLY WITH THE LATEST EDITION OF PUBLICATION ANSI 260.1, ANDI
I
(SEE NOTES)
AMERICAN STANDARDS FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
DO NOT PILE MULCH
II
AGAINST STEMS
REMOVE BURLAP FROM
f1 I J ) 11=��
16.
CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SITE INSPECTION PRIOR TO BIDDING WORK, TO DETERMINE SITE CONDITIONS AND AREAS
TOP THIRD OF ROOT BALL
' ` I I=fi
TO BE SEEDED AND PLANTED. SUBMISSION OF BID INDICATES CONTRACTOR HAS VERIFIED SITE CONDITIONS AND PLANT MATERIAL QUANTITIES.
EARTH SAUCER WITH
1Yx BALL
B
16.
STONE MULCH SHALL BE 14' IN DIAMETER, BROWN TO TAN IN COLOR, HARVESTED LOCALLY, AND CLEANED PRIOR TO INSTALLATION.
3" MULCH LAYER
EXISTING TOPSOIL
DIAMETER
U
FINISHED GRADE � =
'r '' .
TYPICAL TREE PLANTING DETAIL
SODDING NOTESIlll!
1.
SOD ALL COMMON AREAS AS INDICATED ON PLANS WITH TIFWAY 419 BERMUDA, OR APPROVED EQUAL,
SET ROOT BALL 2"-
ABOVE FINISHED GRADE
2.
ALL SLOPES GREATER THAN 3:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.
I ; I) I I I f) ICI I I -I I f = =1
MULCH
3.
THE SOIL SHALL BE THOROUGHLY TILLED TO DEPTH OF FOUR (4) INCHES.
1.5x BALL DIAMETER
.LIGHTLY COMPACTED
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FOLLOWING THIS, THE SOD AREA SHALL BE GRADED TO REMOVE ALL RIDGES
AND DEPRESSIONS, AND THE SURFACE CLEARED OF ALL STONE AND DEBRIS. TOPSOIL MIX.
4. SOD IS TO BE ROLLED AND WATERED AT TIME OF INSTALLATION. TYPICAL TREE PLANTING DETAIL
OD PANELS ARE TO BE OFFSET. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE SOLID SODDED AREA. w
5. ENDS OF s, , , ,III, III III III III II1EHI I1EA �
O
6. TOP DRESSING WITH CLEAN, WEED FREE BUILDER'S SAND MAY BE REQUIRED IF DEEMED NECESSARY BY THE LANDSCAPE ARCHITECT TO FILL SPACING VARIES PLANT ROW I I I I I I I I- ' i ' III I ' I a
ANY DEPRESSIONS OR IRREGULARITIES IN THE SOD. SEE PLANT LIST SPACING SPACING
III III III �' � �!3
7. SOD IS TO BE LAID AS SOON AS IT IS DELIVERED TO SITE. ONLY HEALTHY, MOIST, AND GREEN SOD IS TO BE LAID. ANY SOD WHICH IS BROWN AND SPACING VARIES GROUNDCOVER 6"O.C. 5.20" m o w
UNDER STRESS IS UNACCEPTABLE. ANY SOD WHICH IS NOT LAID WITHIN 24 HOURS OF DELIVERY IS UNACCEPTABLE'UNLESS APPROVED BY LANDSCAPE " z O
ARCHITECT. SEE PLANT LIST , , PLANTS s o.C. 6.93 3" 4„ 0 � w in
A L BE WATERED UNTIL FINAL ACCEPTANCE BY THE OWNER. ��� O.C. sss" w
8. SOD SHALL Q �
A 12" O.C. 10.4" LD '
9. APPLY LIME AND FERTILIZER IN ACCORDANCE WITH THE SOIL TEST RECOMMENDATIONS. ! 1$" o,c, 13.0° TYPICAL EDGING DETAIL o ° ❑
O O 4 �
10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING SOIL TESTING INFORMATION, INCLUDING 18" O.C. 15.6"
RECOMMENDATIONS FOR APPLICATION OF LIME AND FERTILIZER. TYPICAL SHRUB 1 GROUNDCOVER DETAIL 24" O.c. 20,8"
30" O.C. 26.0"
PLATE
36" O.C. 30.0" REFERENCE
NUMBER
L-501
LANDSCAPE NOTES N.T.S. 01 PLANTING DETAILS N.T.S. 02 SHEET 11 of 105
SEDIMENT AND EROSION CONTROL - 30 JAN 2012

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PROPERTY OF THE UNITED STATES GOVERNMENT
FOR OFFICIAL USE ONLY
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6 l 1
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1-BC
16-AB
72 - Di
7-SR
25 SF. STONE MULCH
10-SG
3' SOD STRIP
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25 - AB
92-DI
25 S.F. STONE MULCH
1 -BC
7-SG
5-SR
3' SOD STRIP
BIO-REMEDIATION BASIN PLANT SCHEDULE
QTY.
KEY
SCIENTIFIC NAME
COMMON NAME
MINIMUM INSTALLED SIZE
CONDITION
SPACING
CANOPY TREES
CALIPER HEIGHTISPREAD
3
BC
Taxodium distichum
Bald Cypress
3" cal.
14' ht. - I& ht,
B&B
AS SHOWN
SHRUBS I GROUND COVERS
68
AB
Callcarpa amedcana
American Beautyberry
-
30" ht. / 24" spr.
3 GAL. CONT.
36" O.C.
286
DI
Iris cristata
Dwarf Crested Iris
-
6" ht. / 6" spr.
1 QUART CONT.
18" O.C.
24
SR
Juncus effuses
Soft Rush
-
3' ht.
3 GAL. CONT.
AS SHOWN
32
SG
Panicurn virgatum
Switchgrass
-
3' ht.
3 GAL. CONT.
AS SHOWN
BIORETENTION BASIN - ENLARGED LANDSCAPE PLAN
5-SR
8-SG
25 S.F. STONE MULC
27 - AB
1 -BC
—122-DI
7-SR
3' SOD STRIP
7-SG
N.T.S. 101 NOT USED
3.'1
N.T.S. I OZ I
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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REFERENCE
NUMBER
L-503
:ET 13 OF i
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SEDIMENT AND EROSION CONTROL — 30 JAN 2012