SW6120303_APPROVED PLANS_20120520

STORMWATER DIVISION CODING SHEET
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SW�I�D,>D3-
DOC TYPE
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APPROVED PLANS
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STORM SEWER
PROFILES
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DESIGNED BY:
N. YERETZIAN
DATE:
26SEPT 2A11
CORPS OF ENGINEERS
DWN BY:
CKD BY:
I
CONTRACT NO,:
SAVANNAH DISTRICT
K. DIEHL
S. SCHULU
W9121-IIN-10-134OW-M1
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BCT $CV_fir+'3{ 1----
141-62-07
AEC ea m ta- r s 1 o n
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PLOT DATE:
A N 8( a) J 0 f N T V E N T U R E
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AS NOTED
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PROPERTY OF THE UNITED STATES GOVERNMENT
5 FOR OFFICIAL USE ONLY
101
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BRIGADE HEADQUARTERS UNDERGROUND DETENTION BASIN
N.T.S
147'
Vt AtnisI a m•a ^^%M-17_A f-*r
36 INCH CMP
RISER
42 INCH CMP
PIPE
NOTES:
A. ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.
B. VERIFY ELEVATIONS, DIMENSIONS, AND LOCATIONS OF
RISERS AND INLETS PRIOR TO FABRICATION OF MATERIALS
C. ALL FITTINGS AND REINFORCEMENT SHALL COMPLY WITH
ASTM A998.
D. ALL RISERS AND STUBS SHALL BE 2% " X Y2" CORRUGATED
AND 16 GAGE UNLESS OTHERWISE NOTED.
E- FIELD TRIM RISERS TO GRADE.
F- ATYPICAL CONNECTION IS SHOWN ON PLANS. LOCATION OF
ACTUAL CONNECTIONS SHALL BE DETERMINED BY MANUFACTURER.
G- ALL PIPE SHALL BE ROUND CORRUGATED METAL PIPE (CMP) RATED
FOR H2Oi1-125 LOADING.
H- SEE SHEET C-507 FOR TYPICAL BACK FILL AND CONNECTION
DETAIL.
I- SEE RISER MANHOLE CAP DETAIL ON SHEET C-508.
J- USE 12 INCH CONCRETE MASONRY COLLAR TO CONNECT CMP AND
RCP PIPES.
0 KEYED NOTES:
1. 18 INCH CORRUGATED METAL PIPE (CMP)
STUB- CUT TO BE CONNECTED TO THE 18 INCH
REINFORCED CONCRETE (RCP) STORM SEWER
PIPE BHQ LINE 3, ON SHEET C-301. SEE SHEET
C-113 FOR BHQ MH -E LOCATION.
INVERT ELEVATION 2. 12 INCH, 7 FOOT CORRUGATED METAL PIPE (CMP)
264.50 TO CONNECT TO BHQ CATCH BASIN -G. SEE SHEET
C-113 FOR LOCATION OF CATCH BASIN. PLACE 9.50-IN
ORIFICE ON 12 INCH PIPE. ORIFICE SHALL BE LOCATED
IN BHQ MH -F.
3. 36 INCH CORRUGATED METAL PIPE (CMP) RISER, SEE
SHEET C-113 FOR LOCATIONS. SEE SHEET C-301 FOR
INVERT AND RIM ELEVATIONS.
4. TYPIC AL PIPE CONNECTION, SEE NOTE "F" THIS
SHEET AND DETAIL ON SHEET C-507.
5. 8 INCH GRANULAR BEDDING. SEE TYPICAL BACK FILL
DETAIL ON SHEET C-507.
0
:Pam SEAL �r'a
031943
N.T.S. 1 01
US ARMY CORPS
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NUMBER
C-507
SHEET 53 OF 105
1 1 1. r - - 1r i F — ,e r �s r s :• y�;-�-=:i:;: - —7r, I , cf � 1 9
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1
2
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PROPERTY OF THE UNITED STATES GOVERNMENT
5 FOR OFFICIAL USE ONLY
A
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COVER ITT
2.6
10
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liN ��!" -TO. "THE PIPE, MI IMUM C VER ISMEAS REED FROM � THE b -�.O,F �TREPI FE T T ,E
R ADA SURFAM
CONSTRUCTION LOADING', D AGI�I
SCAM, i .T11Sk_.
- scopE,,
THIS SPECIMd"ATION.COVERS THE MANUOA�Rt,A&INSTAUATION.. F THE
CORRUGATED STEEL MICE (PSP)� DETAILED IN T Ff�OJECT-;PUkN:
THE &UMINMD T IE2 STEEL C01M SHALLFCRM'T0TWMLE
R Ct3IReMENTS- 0.AASHT0 M4? OR AST
PE
THESIB SELL BE MANU O;TURED IN ACCORD ANCE: `rTH °THE APPLI A ;
REQUIRKMENTS' WO OR ASTM PPE AND
:,CORR�`I NS, SHALL BE- A6 tHOM ON SHEETS C-506 AND C-507.
CONSTRUCTION LOADING DIAGRAM AND MANHOLE CAP DETAIL
FINISHED C• 'ADE-
I E THE ADDI" ONAL OVER REQUIRED T
T -ROOF- � M '10 - - ED C itkiia o
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1. THE FLEXIBLE JOINT MATERIAL ( RECYCLED VINYL OR EQUAL)TO
BE STIFF ENOUGH SO THAT THE CONCRETE CAN NEVER ENGAGE
WITH THE RISER CORRUGATIONS.
2. BHQ MANHOLE CAPS SHALL. BE BOLTED DOWN.
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031043 ;
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NUMBER
N.T.S. �-508
Q SHEET 54 OF 105
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DP-1 kT 100% CERTIFIED FINAL FOR CONSTRUCTION - 31 JAN 2012

PROPERTY OF THE UNITED STATES GOVERNMENT
i
N = 509 094.23
N = 509 096.25
E = 1 992 588.68 3:1
E = 1992 596.71
r' a• r• a• .. a
N= 509 091.32
W w ♦
'
W
.
N = 509 094.44
E= 1992 588.83
E= 1992 599.74
r
•• I ! I �
.
.
aay
�-
r a
CONTOUR
ELEV. 270.0 • . I i
rr k l i
I 1 I - i
` .
`a
a•
`
r•a
r
3:1
3:1 I.kWI l
aw
W Y
'
a
yy I I � I
rw
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'r
as
aa-
N= 509 029.53 a I CB I I
r
E = 1992 598.86
`W Ii it
`
:• i l l l �
W r
aW♦ ! I I I
N = 508 997.26 , - . I I ! !
a-
N = 509 001.37
.•
w
rw
' a `
E = 1992 606.99 - w - w . r W
` . '
E = 1992 623.19
B
N = 508 995.45 3:1
N = 508 998.34
E = 1992 610.03
E = 1992 621.39
m 1
• ; • Z I = ► 1 = ■ 0
mkl - --m
CONTOUR
ELEV. 270.0 N = 509173.10
E = 1992 685.44
E = 1992 659.93 3:1 N = 609171-86
♦`rr♦`♦'-`r'r'.•w`.a r♦`•' a-'w'a'. E= 1992690.15
6-NHDPE PIPE ♦�"-•♦ rraar aaaa•aawa*a
INV.=262.04 ' . - - - - - - - r . 3:1
CONNECTNG BASINS
BHQ-RG#2 AND 3 a BOTTOM-ELEV. 269.0 - T - ` ♦ N = 509163.85
3:1 E = 1992 698.46
r .a. .'a •.•.•. .".a�'ara•w'a "a♦aaa'r•ra. r'
• ♦ a W W
N=509153.36 -rr Wr w r
E = 1992 662.65 3:1
A N = 509159.62
N = 509 151.55
E = 1992 665.69
N = 509.141.71
E = 1992 697.34
E = 1992 572.47
N = 509 144.76 N = 509156.93
E = 1 992 574.27 E = 1992 622.01 N = 509 155.12
1 7
•�•wrraa 3: .....♦.v.....♦r r w w w E=1992625.05
a+`-a"w�a ••. `�♦rW�r.` .♦.a.aa♦rw. ♦a'r-.-.._.i_W.ira a.a.arWar.'.a."'..`a 6-IN HDPE PIPE
-
w INV.=262.04
a - - - - - - - - - CONNECTING BASINS
3:1 - - - - - _ SOT -TOM ELEV: 269.0- - - - - - • BHQ-RG#2 AND 3
a- �_ - __ - - - •r 3:1
�r
a w r a r + r r r a • W r a a a r r r r • • • W . ♦ . r r r r r r a •'.
._aarr.w ••.rrrr. aaarar•aa
r ♦ + ♦ r r r • r ♦ ♦ r r a a 4 . r .. r r r + +' w a . a r a a a w
• ' N = 509 144.47
N - 509129.27
A 3:1 E = 1992 627.76
CONTOUR
E = 1992 578.27 ELEV. 270.0
N = 509 131.06 N = 509 141.43
.. 1992 625-96
nun
810RETENTION BASIN BHO-RG fez
FREE BOARD
-- - WATER SURFACE
N = 509167.06
E = 1992 661.73
N = 509164.02
MULCH
12-INCH DEPTH
OF PONDING OUTFLOW STRUCTURE
w r NT ELEVATION SEE GRADING AND
_- DRAINAGE PLANS
2-FT WIDE J
8-IN GRAVEL
=
rrw�oecssnrsEn
yw,
-11 Ali _ Illli,�,l
soa mix: � -I I I I I=III 11111111 I I -II II I I I I I� I I I I I
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BIORETENTION BASIN DETAILS
IN SITU SOILS
WA
SECTION A -A
N.T.S
0
MULCH
3
4
O
OUTLET TO BIORETENTION
BASIN BHQ-RG#3
N = 509 162.75
20
OUTLET TO BIORETENTION
INV. 262.04
BASIN BHQ-RG#2
N = 509150.99
OUTLET TO BIORETENTION
E = 1992 620.07
BASIN BHQ-RG#3
INV. = 262.04
N = 509 156.38
PROVIDE 5'X5' AREA
E =1 992 672.49
AROUND OUTLET WITH NC
INV. = 266.50
CLASS A EROSION STONE
SEE SECTION A -A FOR DETAIL
6-IN HDPE PIPE
PROVIDE 5'X5' AREA AROUND
INV.=262.04
OUTLET WITH NC CLASS A
BIO-RETENTION BASIN
EROSION STONE
BHQ-RG#2
OVERFLOW STRUCTURE
BIO-RETENTION BASIN BHQ-R
INV.=267.00 S C
OVERFLOW STRUCTURE INV.=
SD
N = 509144.66
E = 1 992675.48
INV.=267.00 CLEAN OUT
N = 509 135.98
CLEAN OUT E = 1992707.58
N = 509 096.54 INV,=268.50
E = 1992 600.58 S D
INV. = 267.75
OUTLET TO BIORETENTION
BASIN BHQ-RG#1
N = 509 051.90
E = 1992 605.31
INV. = 266.50
SEE SECTION A A FOR DETAIL.
PROVIDE 5'X5' AREA AROUND
OUTLET WITH NC CLASS A
EROSION STONE
BIO-RETENTION BASIN
BHQ-RG#1
OVERFLOW STRUCTURE
INV.=267.00
a
V i
N = 509 095.24 N = 509 121.55
E = 1992 606.08 E = 1992 706.09
Q
cn
GLEAN OUT
p N = 509 075.39
E = 1992 611.14
CLEAN OUT
CLEAN OUT
N = 509 053.48
N = 509 081.75
E = 1 992 611.56
� ji
E = 1992 716.24
NV.=267.00
Uj....
CLEAN OUT
C[ <
CLEAN OUT
p
N = 509 033.73
N = 509 061.08
E = 1992 616.60
E = 1992 721.51
m
Q
CLEAN OIJT
UJ
CLEAN OUT
N = 509 013.37
N = 509 040.41
E = 1992 626.95
=
E = 1992 726.78
CLEAN OUT
1 Q CLEAN OUT N = 509 019.74
N = 508 985.33 E = 1992 732.05
to E = 1992 634.10
CLEAN OUT
3 N OUT
N = 508 951.74 N�E 508 960.99 CLEAN OUT
E - 1992 628A6 E = 1992 640.30 N = 508 968.93
• ' . .,4 , ' . E = 1992 723.62
A.
: a 4. p.
a
V)
V)
CLEAN OUT
� N = 509 102.43
� E = 1992 710.97
p
V)
0 CLEAN OUT
V) N = 508 979.74
E = 1992 742.25
2
CLEAN OUT 2 3 2CLEAN OUT
N = 508 946.06 26CLEAN OUT N = 508 975.28 3 2
E = 1 992 8.N = 508 952.31 E = 1992 748.54
INV. = 8.00 E = 1992 659.89 INV. = 269.00
0 KEYED NOTES:
1. CUT AND PLUG EX. LINE
2. EXISTING CLEAN OUT TO REMAIN
3. CONNECT TO EXISTING
NOTES:
A. FOR CLEAN OUT, SEE DETAIL 01 /C-524.
B. FOR CLEAN OUTS IN TRAFFIC AREAS, USE TRAFFIC RATED CAPS. ALL CLEAN OUTS TO THE EAST
OF THE BRIGADE HEADQUARTERS FACILITY SHALL BE TRAFFIC RATED.
C. PROVED SCREEN AT ROOF DOWNSPOUT OULETS INTO BASINS AND TO TO THE FU rW HDPE PIPE
N = 508 979.91
E = 1992 766.71
11-1 if CONNECTING BASINS RG#2 AND RG#3. IV
6-IN HDPE PIPE D. ALL ROOF DRAIN COLLECTION PIPES AND FITTINGS SHALL BE, 6-INCH HDPE, SMOOTH LINED PIPE.
INV.=266.50 E FOR ROOF DOWNSPOUT LOCATIONS AND DETAILS SEE ARCHITECTURAL PLANS
FOR OFFICIAL USE ONLY
:0 SEL 't'e
031943
201 cos of 204 40'
F. NC CLASS A EROSION STONE TO BE 4 TO 91NCH IN SIZE AND 12 INCHES IN DEPTH. SCALE: 1 INCH = 20 FEET
N.T.S. 101 ROOF DRAIN COLLECTION SYSTEM sr.ALE- 1" = 20' n
US ARMY CORPS
OF ENGINEERS
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PROPERTY Ot�THE UNITED STATES GOVERNMENT
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GENERAL NOTES
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE,
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
ACCORDANCE WITH AASHTO M188.
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
FROM THE TOP TO THE BOTTOM OF THE MANHOLE,
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
OF 8 ABOVE THE GROUND AT OTHER LOCATIONS.
LIMIT DEPTH OF FILL TO 30' - 0" FROM FINISH GRADE TO TOP OF
BOTTOM SLAB.
THE MIN. SLAB THICKNESS `T' IS THE DIMENSION OF THE
THINNEST PORTION OF THE TOPIBOTTOM SLAB.
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
A DISTINGUISHABLE TOP AND BOTTOM.
'T'
V + 2 W
1" MIN.
FLAT TOP
A r%r%*r rlF^L1A I UA CA^U
GRATED INLET OPTII
PRECAST MANHOLE 4', 5, & & DIAMETER
ADDITIONAL
#4 REBAR
USE MIN. AREA OF STEEL
SLAB OF #4rS @ B" CTS .
EACHWAY/EACH FACE *.
SLAB
FRAME AND GRATES
STD. N0,
TRAFFIC REARING
840.37
NDNTRAFFIC SEARING:
840.22
840.24
a40.20
840.29
840.33
FRAME & GRATE
2 01?
ALTERNATE CONE SECT
IN TOP
D
W
T
As
INTERNAL
DIAMETER
(FT.)
MIN.
WALL
THICKNESS
(IN,)
MIN.
TOP/BOTTOM
SLAB THICKNESS
(IN.)
MIN. CIRCUMFERENTIAL
AREA OF STEEL
PER VERTICAL FT.
(SQ. IN.)
4
4
8
0.12
5
5
8
0.15
6
8
8
0.18
2 t t1
GRADE RING
MIN. AREA OF STEEL
•� . , IS 0.07 in.
ECCENTRIC CONE --n * '
LOCATE WALL REINFORCEMENT
IN MIDDLE THIRD OF 'WALL
ADDITIONAL #4 EACH
SIDE OF OPENING (1 it
CLEAR OF BOTTOM FACE)
MANHOLE OPTION
RISER
SEE STD. 840.54
FOR MANHOLE
RING AND COVER
STEP STD.
09+U . Do
AS
(CIRCUMFERENTIAL
REINFORCEMENT)
LONGITUDINAL
REINFORCEMENT
A a[== 'Y
L-- USE MIN. AREA OF STEEL
IN BASE SLAB OF
__..._._0=12 In PER LINEARj
FOOT EACH WAY
PICAL MANHOLE SECTION
REINFORCED CONC.
FTG. (SEE STD.
1525, 01 IF
REQUIRED)
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031943
D.
N.T.S. 101
US ARMY CORPS
OF ENGINEERS
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PLATE
REFERENCE
NUMBER
C-515
.ET 61 OF '
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DP-1 �T-100% CERTIFIED FINAL FOR CONSTRUCTION - 31 JAN 2012

PROPERTY OF THE IGNITED STATES GOVERNMENT
1 2 3 4 5 FOR OFFICIAL. USE ONLY
� t
4X) 314"X70" STRAPPING US ARMY CORPS
LANDSCAPE NOTES (1,800 LB TENSILE STRENGTH) of ENGINEERS
ARROWHEAD 1" STAPLE GUIDES
SAVANNAH1. PLANTS DESIGNATED "B&B" IN THE PLANT LIST SHALL BE BALLED AND BURLAPPED. THEY SHALL BE DUG WITH FIRM, NATURAL BALLS OF EARTH 2 PER BOARD
ANCHOR
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 o
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 GUT
CENTRALLEADER
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
W/STRAPPING
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 PLAN
SOIL AGAINST TRUNK -.
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 a
WIND DAMAGE IS NOT ACCEPTABLE. THIRD OF ROOT BALL. 0
a
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 Y2 FINISHED GRADE ROOT BALL �
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 FORM EARTH "SAUCER"
ARE UNCOVERED, THE LANDSCAPE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT, THE LANDSCAPE CONTRACTOR BACKFILL WITH SOIL FROM
SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION AND TO REPAIR ANY DAMAGE WHICH PLANTING PIT _ 314" X 70" STRAPPING (1800 LB TENSILE STRENGTH)
SHOULD OCCUR TO THE SATISFACTION OF THE OWNER. -
FILL ALL _ REMOVE EX, GRASS AND
9. ANY SERIES OF TREES OR SHRUBS TO BE PLACED IN A PARTICULAR ARRANGEMENT WILL BE FIELD CHECKED FOR ACCURACY BY VOIDS 112 .=%i1j I I _ ;_��� I=1 THOROUGHLY ROTOTIL
THE CONTRACTOR. ANY PLANTS INCORRECTLY ARRANGED SHALL BE RELOCATED WITH THE LANDSCAPE ARCHITECT'S APPROVAL. DEPTH OF I I= I I - i i) �I I THIS AREA
C 10. EXAMINE SUB -GRADE UPON WHICH WORK IS TO BE PERFORMED. VERIFY SUB -GRADE ELEVATIONS, OBSERVE CONDITIONS UNDER WHICH BALL _ _ . .-III I I_I I F Ill
I I M� 11
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 1.5x BALL DIAMETER '
LANDSCAPE ARCHITECT IN WRITING OF THIS FACT OR OF OTHER SATISFACTORY CONDITIONS BEFORE BACKFILLING A CHANGE ORDER ARROWHEAD ANCHOR
MAY BE ISSUED TO DIRECT INSTALLATION OF DRAIN TILE OR OTHER MEASURES BEYOND DRAINAGE REQUIREMENTS INDICATED.ZMA
'�\�
DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COMMENCEMENT OF PLANTING WORK 3 x BALL DIAMETER %., ' •..,...•••���.�
INDICATES THAT SITE CONDITIONS HAVE BEEN ACCEPTED "AS IS". �'�i N A• ¢� ��`
���prrttt ittt� �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 24" POT, 8"
12" MIN FOR 1 GAL. POT,
MIN. FOR PINT
OR HEAVY CLUMP
FINISHED GRADE
e
13.
PRIOR TO PLANTING, THE CONTRACTOR IS TO OBTAIN SOIL TESTS FOR ALL PLANTING AREAS TO DETERMINE IF THE PROPER SOIL PH IS
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
1I'-
3 PARTS TOPSOIL
'I
�111 .-
I
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
1=1I 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, AND
�I
(SEE NOTES)
AMERICAN STANDARDS FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
DO NOT PILE MULCH
AGAINST STEMS
REMOVE BURLAP FROM
15.
CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SITE INSPECTION PRIOR TO BIDDING WORK, TO DETERMINE SITE CONDITIONS AND AREAS
a
TOP THIRD OF ROOT BALL
TO BE SEEDED AND PLANTED. SUBMISSION OF BID INDICATES CONTRACTOR HAS VERIFIED SITE CONDITIONS AND PLANT MATERIAL QUANTITIES.
EARTH SAUCER WITH
1x 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
ns
:.
TYPICAL TREE PLANTING DETAIL
SODDING NOTES
_� I I- �, • I-
1.
SOD ALL COMMON AREAS AS INDICATED ON PLANS WITH TIFWAY 419 BERMUDA, OR APPROVED EQUAL.
SET ROOT BALL 2" L-I I I
c
�
ABOVE FINISHED GRADE i I �I f
2.
ALL SLOPES GREATER THAN 3:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.
II Il 1-=
-,III II f I I- -
MULCH
I II
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 AL STONE AND DEBRIS. TOPSOIL MIX.
4. SOD 1S TO BE ROLLED AND WATERED AT TIME OF INSTALLATION. TYPICAL TREE PLANTING DETAIL
5. ENDS OF SOD PANELS ARE TO BE OFFSET. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE SOLID SODDED AREA.
,,,I I1=_1, I I 111 I I I6. TOP DRESSING WITH CLEAN, WEED FREE BUILDERS SAND MAY BE REQUIRED IF DEEMED NECESSARY BY THE LANDSCAPE ARCHITECT TO FILL SPACING VARIES PLANT ROWI I I I I I I- a I III I c°� z
ANY DEPRESSIONS OR IRREGULARITIES IN THE SOD. SEE. P DNT LIST SPAnCING SP �ACING J
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 6" o.0SPACING VARIES GROUNDCOVER 1 j
. 5.20" �, �- ¢ o 0 z
m w
UNDER STRESS IS UNACCEPTABLE. ANY SOD WHICH IS NOT LAID WITHIN 24 HOURS OF DELIVERY IS UNACCEPTABLE'UNLESS APPROVED BY LANDSCAPE 2 z InSEE PLANT LIST , , PLANTS a" O.C. SSS "
ARCHITECT. 3" 4" w c
10 O.C. w
c�
A 8. SOD SHALL BE WATERED UNTIL FINAL ACCEPTANCE BY THE OWNER. " $•S6"
A 12" O.C. 10.4" �-
9. APPLY LIME AND FERTILIZER IN ACCORDANCE WITH THE SOIL TEST RECOMMENDATIONS. 0 0 15" p,C, 130" TYPICAL EDGING DETAIL 0°
10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING SOIL TESTING INFORMATION, INCLUDING 1a" 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
LANDSCAPE NOTES N.T.S. 01 PLANTING DETAILS N.T.S. 2 L-5O �
OSHEET 11 OF 105
SEDIMENT AND EROSION CONTROL - 30 JAN 2012
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