SW6100602_APPROVED PLANS_20100630

I
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE1/O
�(p
YYYYMMDD

1
2 1
3
I
-ASPHALT-
4
5
GENERAL NOTES
FBI
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208
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207
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NEW TUAV
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❑
Y 200
4 w.. 204 201
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6.5
-1O
'140
NEW SITE LAYOUT PLAN
1' = 30' 0' 15' M. QO'
110
CS102
1 STORY METAL
BUILDING E-3W8
FFE:369.69
2
CS101
• I ® MH Rik
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-ASPHALT-
•
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•
•
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102
101
100 )
1 STORY METAL
BUILDING E-3567
NOT ACCESSIBLE
FOR FFE
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I
1 STORY ML
BUILDING E-3466
NOT ACCESSIBLE
FOR FFE
I
,1;ASP,H,ALT-
�l NEW SAND FILTER
REFER TO Q
SHEET C13101
PROJECT
LIMIT LINE
ASPHALT
ENTRANCE
RE:4/C-508
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
FIELD -VERIFY LOCATIONS OF ALL LAYOUT CONTROL
POINTS. VERIFY ALL COORDINATE DATA AND RESET
POINTS AS NEEDED. THIS WORK SHALL BE
PERFORMED BY OR UNDER THE SUPERVISION OF A
PROFESSIONAL LAND SURVEYOR.
2. SEE TOPOGRAPHIC SURVEY FOR SURVEY CONTROL
POINTS AND BASIS OF COORDINATES SHOWN.
3. ALL DIMENSIONS AT CURBS ARE TO BACK OF CURB
UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL KEEP ADJOINING PROPERTY NEXT
TO PROJECT SITE CLEAN OF CONSTRUCTION DEBRIS
AND CONSTRUCTION TRAFFIC AT ALL LOCATIONS.
5. ALL DISTURBED AREAS SHALL BE SODDED.
C:D FENCE LAYOUT -
CONTROL POINTS
POINT No.
NORTHING
EASTING
100
CONNECT TO EXISTING FENCE
101
497324.83
1996286.29
102
497368.45
1996286.29
103
497368.45
1996249.06
104
497378.74
1996249.06
105
497385.63
1996253.04
106
497440.54
1996253.04
107
497448.88
1996257.85
108
1 497491.37
1 1996257.85
109
497496.21
1996260.65
110
497544.71
1996260.65
111
CONNECT TO EXISTING
FENCE
200
497324.83
1996226.30
201
497288.25
1996226.30
202
497268.88
1996206.92
203
497268.88
1996122.34
204
497288.25
1996102.97
205
497337.53
1996102.97
206
497373.20
1996067.30
207
497519.21
1996067.30
208
497544.71
1996092.80
Approved S:Cu Pwater re'fnit Docurri
Constructionn "accordance with these documents is
required ny the stcrmwater permit North Carolina
rules require that the stcnnwater system designer
Inspect during constructioncertify conformity with th^
plans and specs aqC certify compliance with the
stormwater rles :15 N .AC 2H 1008Q))
Permit q Date 6 -�� / o_
by _ _ NC Division of a"te/J_Qu- lity
Revisior Date 6 0_
N TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
2 = 20' 01 10, 20' 40'
Jul 3 0 2010
US ARMY CORPS
OF ENGINEERS
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PLATE
REFERENCE
NUMBER
CS101
EET 13
.. t
1

A
C
0
-ASPHALT-
Z
1 I 2 I 3
• -ASPHALT- PROJECT tooi 'ASPHALT-
-ASPHALT- LIMIT LINE
ENLARGED SITE PLAN
- PROJECT
LIMIT LINE
-ASPHALT-
1 STORY METAL
BUILDING E-3668
FFE:369.69
1 STORY METAL
BUILDING E-3567
NOT ACCESSIBLE
FOR FFE
-ASPHALT-
1 STORY METAL
BUILDING E-3466
NOT ACCESSIBLE
FOR FFE
v
•
it
■
GENERAL NOTES
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
FIELD -VERIFY LOCATIONS OF ALL LAYOUT CONTROL
POINTS. VERIFY ALL COORDINATE DATA AND RESET
POINTS AS NEEDED. THIS WORK SHALL BE
PERFORMED BY OR UNDER THE SUPERVISION OF A
PROFESSIONAL LAND SURVEYOR.
2. SEE TOPOGRAPHIC SURVEY FOR SURVEY CONTROL
POINTS AND BASIS OF COORDINATES SHOWN.
3. ALL DIMENSIONS AT CURBS ARE TO BACK OF CURB
UNLESS OTHERWISE NOTED.
4. UNDERGROUND UTILITIES NOT SHOWN ON THIS PLAN
FOR CLARITY.
5. CONTRACTOR SHALL KEEP ADJOINING PROPERTY NEXT
TO PROJECT SITE CLEAN OF CONSTRUCTION DEBRIS
AND CONSTRUCTION TRAFFIC AT ALL LOCATIONS.
6. ALL DISTURBED AREAS SHALL BE SODDED.
7. REFER TO C-501 FOR JOINT TYPES AND DETAILS.
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°❑r urt d Gy the stnrmwater Permit. North Carolina
r les quire that the stormwater system designer
I spe Burn§ construction, certify conformity with
d specs. and certify compliance with the
stormwater rules ( i 5A NCAC 2H _1008 (j )
permdDDuh1�Sh/� t0�OZ _ Date 3e
br--_i"X� _ W Division of Water
het.t - __.%?Quinine. Ogte 6 125
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PLATE
REFERENCE
NUMBER
CS102
IEET 14
V
V

2
3
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NEW DUMPSTER
RE:7/C-505
toEXISTING
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ELECTRICAL
BOX
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0 SHEET C- 07
d NEW
CACRETE
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SIDEWALK. 5.00'
Q
RE:4/C-502
4
N
ENLARGED SITE PLAN
1 i• = 10' c 5'
d d 6CONCRfTE STOOP
d RE:5/C -502
Q
o
4 C)
d �
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18.00'd SECTI
(F-F Q 4 RE:13/C-501
'00. (F-F) 4
Q
00"
'24.00'
ems' 24.00' 4 0 0 (F-F)
0
(F-F) d Co cc
4' CONCRETE 7
FLUME. RE:4/C-505 BIKE RACK
12"x6'x6' RE:4/C-503
\FA
-RAP ON FILTER CO
RIC. (TYP.)
8/C-505 (SIM.)
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FENCE. RE:C-507 NEW -
(TYP) CONCRETE
SIDEWALK.
RE:4/C-502
N
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"
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6.00'
p
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3 ® Rt:5/C-502 da NE CONCRETE
CUR4.4E:2/C-501A
TRANSITION FROM
0 4 MOUNTABLE CURB
.00-'I TO REGULAR�CURB
57.75'
CURB END ACTION MOW4TABLE CURB
RE: 13/C-501 RE: 14/C-501
0o u' d
a I RI.00'
I I 'I
d I I
13' CONCRETE
FLUME
RE:4/C-505
1$701
�~ 12"x6'> 6'
MECHANEAL RIP -I AP ON FILTER
EQUIPMENT '7 FABRIC. (TYP.)
YARD d RE:8/C-505 (SI1A.)
CO
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MECHANICAL I
EQUIPMENT PAD i
4 RE:3/C-�03
(TYP.) I CO
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PREVENTS RS I
RE:3/C-509 I
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o EQUIPMENT PAD 1i.. 1•00 .i
°O RE:3/C-503
Log (TYP.)
I
2.00'
EXISTING
RETAINING
WALL
EXISTING
ELECTRICAL
NEW CHAIN LINK
FENCE. R FER TO
SHEET C 507
(TYP.)
-OIL FUEL ITANK
RE: MEC ANICA
8" HIGH M NOLI
CONCRETE CURB
FOR EMER ENCY
SPILL RE:1 C-51
' OUTLET
VALVE
RE:1 /C-
CHAIN LINK AND SWALE
CROSSING. REFE TO
SHEET CG101 & 5/C-506
CONCRETE I I NEW SECURITY
STOOP ELECTRICAL I 1 I GATE. REFER TO
TRANSFORMER I I SHEET C-507
RE.5/C-502 I I
(N.I.C.) REFER I
TO SHEET I I
ES101 I I
N
ENLARGED SITE PLAN
3 1•=10' W r 10,
GENERAL NOTES
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
FIELD -VERIFY LOCATIONS OF ALL LAYOUT CONTROL
POINTS. VERIFY ALL COORDINATE DATA AND RESET
POINTS AS NEEDED. THIS WORK SHALL BE
PERFORMED BY OR UNDER THE SUPERVISION OF A
PROFESSIONAL LAND SURVEYOR.
2. SEE TOPOGRAPHIC SURVEY FOR SURVEY CONTROL
POINTS AND BASIS OF COORDINATES SHOWN.
3. ALL DIMENSIONS AT CURBS ARE TO BACK OF CURB
UNLESS OTHERWISE NOTED.
4. UNDERGROUND UTILITIES NOT SHOWN ON THIS PLAN
FOR CLARITY.
5. CONTRACTOR SHALL KEEP ADJOINING PROPERTY NEXT
TO PROJECT SITE CLEAN OF CONSTRUCTION DEBRIS
AND CONSTRUCTION TRAFFIC AT ALL LOCATIONS.
6. ALL DISTURBED AREAS SHALL BE SODDED.
7. REFER TO C-501 FOR JOINT TYPES AND DETAILS.
8. REFER TO AE201 FOR KNOX BOX TYPE AND
LOCATION ASSIGNED TO THE BUILDING.
0 SHEET KEYNOTES
1. CHAINLINK SWING GATES, TRUSSED AS REQUIRED
FOR RIGIDITY AND DEFLECTION CONTROL.
FURNISH LOCK HASP (HEAVY DUTY) FOR PAD
LOCK TO LOCK GATE AND LATCHING DEVICE TO
SECURE GATE IN OPEN OR CLOSED POSITION.
2. PROVIDE KNOX PADLOCK RAPID ENTRY SYSTEM,
FOR EXTERIOR USE, "MODEL 3770" FROM KNOX
COMPANY OR EQUAL AT THE MAIN GATE FOR
EMERGENCY ACCESS.
3. PROVIDE KNOX BOX 3200 SERIES RECESSED
MOUNTED AND HINGED DOOR FROM KNOX
COMPANY OR EQUAL. REFER TO AE201 FOR
LOCATION.
/a 'provae atornr.wrater berms; DocurnLn{
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rues require that the stormwater system designer
Inspect during constrr ti n certify onfort ay with th-
�I- is and specs, am certify compliance with the
,f rmwaterrules.(15 '�rAC 2fi 1008 (j))
Permit # 9k161 o o60Z Date 6 3c to_
N ' Dw on of waattfr Q lit,+
,to
US ARMY CORPS
OF ENGINEERS
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PLATE
REFERENCE
NUMBER
CS103
SHEET 15

C
-ASPHALT-
2
CG101
I I
I I
I
1 STORY METAL
f BWLOING E-3068
FFE:369.69
LINE
3
CG101
3
1
I
t3'
i
—0" CONCRETE FLUME
RE:4/C-505
PROJECT
LIMIT LINE
1 STORY METAL
BUILDING E-W7
NOT ACCESSIBLE
• FOR FFE
• GRASS —LINED
j CHANNEL 2
WATER
�OBSC /AREA
N 4
C o cs / o r ® CG101
CIrm
370 ,36� 1 • ~ \-ASPHALT-
4 369 /
/ 368 l
\ \ 67
36g� 1366 364 366
\ 1Y� 368 367 06
\\ 36 365 I
PROJECT 1 \\ 6�A,> � � / 364
1 STORY METAL
I M IT LINE \ \ / — ✓ , BUILDING E-3N86
B
\36s\ GRAS LIN D , NOTT ACESSIBLE
\ ` CHANNEL \ ,1 r'' 1
-ASPHALT� \ \ ` \ n M GRADE
364 fv BRAKES
\ \ \ \\ 364 PRO Tr 1 ^'ASPHALT -
MIT L A \ PROJECT
I -362 l M• LIMIT LINE
M M \ O
\ \ \\ \ l� ~' ( M NEW SAND
FILTER
\\ % M N RE: 2/C-506
3362 63 363363 NEW OUTFALL
361 STRUCTURE
RQ 3\ I FL:358.78
140 RE:1 /C-506
r, ERGE�CY \ \ NEW SDMH
RE:3 ILL50 \ \� N:497114.19
A / So E:1996264.78
FL 358 14
1 2
\ -ASPHALT-
I
_-- --—_--�_
LT" PROECT -ASPHALT-
LIMIT LIN
Mco 372
373—
3
—74--
—373
p--
/ I }
\�
II I I --375 I / f % ~' �371
GRADING B K LI
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4'-0" WNCRE , y^�
FJIJ RED— 0 ZNEW
\ I y
FACILITY/ -3f 9 1 1.00'1
FFE=371. I� I 0,
II11 � a
I /
\ \ \ ° • RE:5/C-503
\ \ \ SO
GRADING PLAN \ •'�
I • = 30 0 Is, JD'
GENERAL NOTES
1. SPOT ELEVATION SHOWN AT CONCRETE CURBS
ARE AT TOP OF CURB.
2.ELEVATIONS AT DOORS SHALL BE �" BELOW
FINISH FLOOR.
3.STRAIGHT GRADE BETWEEN SPOT ELEVATIONS.
SCALE CONTOURS FOR GRADING LAYOUT.
4. DETENTION WET POND SHALL BE USED AS A
SEDIMENT BASIN DURING CONSTRUCTION. THEN
THE BASIN MUST BE CLEANED OUT, GRADED,
AND VEGETATED WITHIN 7 DAYS OF THE
COMPLETION OF CONSTRUCTION.
5.CONTRACTOR SHALL KEEP ADJOINING PROPERTY
NEXT TO PROJECT SITE CLEAN OF
CONSTRUCTION DEBRIS AND CONSTRUCTION
TRAFFIC AT ALL LOCATIONS.
6.THE CONTRACTOR IS RESPONSIBLE FOR
ADJUSTING THE BEST MANAGEMENT PRACTICES
(BMP'S) SUCH THAT NO STORM WATER
POLLUTION ENTERS EXISTING DRAINAGE
SYSTEMS OF ROADWAYS AND MUST
COORDINATE THE BMP'S AS REQUIRED FOR
CONSTRUCTION PHASING. REFER TO
SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
7. REFER TO SHEET CG103 FOR ADDITIONAL
INFORMATION.
8. THERE ARE NO WETLANDS WITHIN THE
PROJECT BOUNDARY. G
NEW PCES
N:497025.37
E:1996384.41
FL:357.38
RE:8/C-505
4"
11
I r I8"Dx2'-66 Wx4'—O" I
I *NC CLL 3"
A EROSION STON
�1
5
ENLARGED GRADING PLAN
n
L 1 • = Y0' 0' 10, w' 4W
/ o /
/NEW TUAV \
/ HANGARS \
FACILITY) 3N9 I �i-
q/ FFE=371/50
I it
El
y
i\
ENLARGED GRADING PLAN
6
{ 12"x4'x25'
RIP —RAP ON FILTER
FABRIC. (TYP.)_
i 11101 M A ,
L
8"Dx6'
4" C:U
EROSIC
STONE
'16),
Ul
ce wi
e documents is
recuu C tri the storm at- permit
rth Carolina
rules r_q uire [hat the for
waters
em designer
Ins cl dunn (onstru t1o.
cent
ntormity wiC !,
ice with the
N 'AC 2h
sw6l Q06 DZ
1006 )
49
-
P P NC D�v1sion
Date_
er b a[ ]u P
�Glo j ___Rev.sior.
date _
US ARMY CORPS
OF ENGINEERS
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PLATE
REFERENCE
NUMBER
CG101
IEET 16
_ mj I - - -- -

1
C
C
-]
Fj
2 3 4
I '
A1PFVXIMATE
AREA OF UNDERCUT I ,
/ FOR 4EW PAVEMENT
` ` • //
"M
L
NEFILW
ND
III O
} r
1
2 /
III I I I I /r APP OXIMATE AREA OF
J I I I I 11 1 1 1 U DERCUT FOR IOW J/
PAVEMENTjj
/ / • � _ =ti p— — — —\ \ ��/ A,� A /l
`3
N
CUT -FILL PLAN
(D-
I
EXIS1 ING
GRADE( (EG)
BUILDING FINISH
FLOOR (ELEVATION
BUILDINGI SLAB REF�R
FINISH GRADE (FG)
TO SHEET S8501
V���� .�
�
FINISH
GRADE (FG)
PffilrMEN T
SECTION
REYC-501 �
+
TING r
EX
1
GRADE
(EG)
OT
3 FOUNDERCUJT
I STRUCTURAL OLL
I
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II
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M O 06
M ^ M CID
M M
0+00 1+00 N 2+00 3+00
C CUT - FILL PROFILE A -'A'
H: 1 •=30', V: 1 0=3'
5
GENERAL NOTES
1.EXCAVATE TO A MINIMUM DEPTH OF 3 FEET
BELOW THE EXISTING GRADE BENEATH THE TUAV
HANGAR BUILDING FOOTPRINT AND A MINIMUM
DISTANCE OF 5 FEET BEYOND THE FOOTPRINT.
2.UNDERCUT A MINIMUM OF 2 FEET BELOW THE
DESIGN FINISHED GRADE OF THE NEW PAVED
AREA.
4.ALL EXCAVATION SHALL BE PERFORMED SO THAT
THE SITE AND THE AREA IMMEDIATELY
SURROUNDING THE SITE WHICH AFFECTS
CONSTRUCTION OPERATIONS WILL BE CONTINUALLY
AND EFFECTIVELY DRAINED. THE CONTRACTOR
SHALL PROVIDE DRAINAGE AND DEWATERING AS
REQUIRED TO ENSURE THAT ALL FOOTING
EXCAVATIONS ARE ACCOMPLISHED WITH THE
SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL
AFTER FOOTINGS ARE PLACED AND BACKFILLED.
REMOVAL OF SURFACE WATER, GROUND WATER,
AND ANY PERCHED WATER CONDITIONS THAT
MIGHT BE ENCOUNTERED DURING EXCAVATIONS
SHALL BE ACCOMPLISHED BY APPROVED MEANS.
5.REFER TO SECTION 31 00 00 "EARTHWORK" FOR
ADDITIONAL INFORMATION.
JUL 2010
'asoroveJ Stormwater Permit vocumant6
Oonstruetion in accordance with these documents is
required by the stormwater permit. North Carolina
'ies require :ha; the stormwater system designer
nspect dur ay construUion certify c nr ,,nity witr: !l,,
.ars and specs, and cetify complian e with the
ormwaterrules-r159N AC 2H-1008 ),
fermi # /j� lof�F�?_ Date 6 3o ec7
UC D,visirr, of w s 0Iy
10
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
CG103
SHEET 18

2 1 3 1 4
A
WH"I ,.+r..nr 1", \
PLACE TRANSVERSE
STRIPING TO AVOID
WHEEL PATH
D
0
J
w
w w
0
Twin
24" 4' MAX.
L
E
7
C-505
0
TAPER FROM FULL CURB HEIGHT CAST —IN —PLACE
TO PAVEMENT IN 6' PREFABRICATED
— DETECTABLE WARNING
6'-0" SURFACE. "ARMOR —TILE"
N 6 = PCC CURB OR APPROVED EQUAL,
rr ieee "
COLOR TO BE COLONIAL
g , X 6'-0" 6 RED.
,,, N�� 12:1 ° ° — �, CONCRETE
2't v MAX. N CURB & GUTTER
4" CURB CAST —IN —PLACE PREFABRICATED •
.......... .
.......... rr „
CONCRETE DETECTABLE WARNING SURFACE, io 0*::::::: • • c 6 j" "RADIUS 6
COMPOSED OF A VITRIFIED " RADIUS
•;;; SIDEWALK & � N 3'-0" OR 4'-0"
• • • DETECTABLE POLYMER INCLUDING ALUMINUM ............ ,� w •..•..•. .••.•.•.•.•.•.•.•.•.•.•.
#4 ®12" °
—TILE" OR WARNING OXIDE ("ARMOR a a C/C E.W.
To
••• RE 3/C-507 APPROVED EQUAL) COLOR TO BE •••••••••••• w
... COLONIAL RED 6 ......... v, 40
• • • _ • • • s • • • • • • • • .p. . . °
00.0 (TYP.) ............ - - a e
p ... ..... .... ° ° °If
a —
//P ..
OLD
D
0.26'
CONCRETE 6 '0" IR
CURB & GUTTER 6'-o- �F
CROSSWALK STRIPING &
SIDEWALK RAMP DETAIL TYPE 1
NTS
13'-4"
mi
—0" 2'-0„
REINFORCED SPLIT —FACED (EXTERIOR
FACE) CMU WALL (ANTIQUE LINEN I
COLOR U.N.O.)
4" GALV'D PIPE
GATE POST (TYP.)
THICKENED EDGE
(ALL AROUND) —
2'-2" — L�
EDGE OF SLAB
DUMPSTER DETAIL - PLAN
SIDEWALK
RAMP DETAIL TYPE 2
NTS
(2) BOLLARDS.
REFER TO 2/C-503
6" REINFORCED
CONCRETE SLAB
SIDEWALK AND
DETECTABLE WARNING PLATES
NTS
CONCRETE
(D_ FLUME SECTION
STEEL TROWELLED CEMENT
WASH, TYPICAL FOR MASONARY.
°
'
#4 REBAR
BOND BEAM W/(2)
\
\
#5 REBAR V RT.@
#4 REBAR
/
32 OC
N
TYPICAL
NTS
/
O
v
o
..•
NOM. 8"X8"X16" SPLITFACE (OUT— SIDE FACE)
CMU WALL WITH
HORIZONTAL REINFORCEMENT EVERY OTHER JOINT,
(2) CONTINUOUS
00
—
BOND BEAMS, AND #5 REBAR; AT 32" O.C. VERTICAL DOWELED TO
THICKENED EDGE AND WITH CONCRETE —FILLED
CELLS.
#5X18"X18" DOWELS
°'
i
AT 32" O.C.
FINISHED GRADE
REFER TO CG-101
_
0O #4 REBAR AT 18" O.C. E.W. IN
FURNISH LOCK HASP
(HEAVY DUTY) FOR PAD
LOCK TO LOCK GATE AND _
LATCHING DEVICE TO `a
SECURE GATE IN OPEN
OR CLOSED POSITION
- 6' HIGH CHAIN LINK
SWING GATES WITH
VINYL SLATS IN THE
CHAIN LINK FABRIC
CONCRETE SLAB (BEND INTO THICKENED
EDGE ALL AROUND AS SHOWN.
CIO
° . e
.a a. (2) #4 REBAR TOP AND
• BOTTOM OF CONCRETE
CONTINUOUS THICKENED EDGE
= 8" GRADATION No. 3 C>
1'-0" AGGREGATE BASE COURSE
COMPACTED TO 95% ASTM
D698 DENSITY
DUMPSTER DETAIL - SECTION
CONCRETE
CURB & GUTTER
TOOLED 1/8" R
CN
1/2"
SILICONE
SEALANT
a
a
PREMOLDED EXP.
JOINT MATERIAL
MAX. SPACING 50 FEET
SIDEWALK EXPANSION JOINT
NTS
NOTE:
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT 6 INCH OR GREATER) RAINFALL EVENTS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP
HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
METAL FLARE END
SECTION PER
MANUFACTURE
10" CORRUGATED
METAL PIPE
A
FLOW �.---u--�---I --
3'-0"
PLAN
ry
NC DOT CLASS "B"
RIP RAP IN ACCORDANCE
WITH 876-4. 12" THICK.
-0"
FILTER
MATERIAL
SECTION A -A'
METAL END SECTION DETAI
NTS \� NTS ` % NTS
NC DOT CLASS "B"
RIP RAP IN ACCORDANCE
WITH 876-4. 12" THICK.
A
1c
i
Approved Stormavater ?errMt Ciocuman:.,
Construction in accordance with these documents is
required by the stl it.Btrr�Carolina
rules recu e thei t 1a.igner
i'Dect do r� c�r struction; certify conformity with ;t;a
.s an sec _ and certify compliance with the
W.mwaterr ,c ;t�\NCAC 2H-1008 (j)i
Lperm"#, �L90601- Date C
y _.IL.1J r z_ NC Division of ate u -P!
Revisior. ^ate_1130 /a
L .i HT
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
C-505
SHEET 25

DI
C I
L3
1
ELEV.=362.50
0 ELEV.=361.50
ELEV.=360.82
2
5-1" PVC
5.1 C)\-( PIPE
11" PVC PIPE ® %
" STAINLESS STEEL PIPE
SCREEN, FINE MESH WITH
CONCRETE COLLAR
POND OUTFALL DETAIL (Z:�>
NTS
DEBRIS SCREEN
FRAME #4 BARS
(TYP.)
'I W" AInIA
J" STAINLESS STEEL PIPE
SCREEN, FINE MESH WITH
CONCRETE COLLAR
SVppE
- 1 EMERGENCY
DEBRIS SCREEN. SPILLWAY.
RE: 2/C-506 RE: 3/C-506
TOP OF PIPE
ELEV.=361.50
10" CMP PIPE @ 2%
COVER DEBRIS SCREEN WITH T304
STAINLESS STEEL, 1" x 1" WIRE MESH.
ATTACH WITH STAINLESS STEEL WIRE TIES.
ATTACH DEBRIS SCREEN FRAME
TO CMP WITH BRACKETS AND SCREWS.
;15"
" NOM. BEND DEBRIS SCREEN FRAME LIP
NOM. BEYOND BRACKETS 2" MIN. ALL
HARDWARE TO BE STAINLESS STEEL.
PLAN ELEVATION
DEBRIS SCREEN (Z:>
2 NTS
36R
10'-0"
ELEV.=362.50
�l-ELEV.=361.50
3 4 5
x—x—X xEx-
x—X x—x—XEx
—x—X—x GENERAL NOTES
1'-0° 3'-0" x—x — x— xx—XX—x X x —XXGRASS-LINED CHANNEL -CONSTRUCTION
x—x—x x x x x x x—x x
!-NCDOT CLASS "B"
SECTION TO TOE OF SLOPE RIPRAP MATERIAL
(OUTFALL SIDE ONLY) 12" MIN.
PC CONCRETE, 4000 PSI
COMPRESSIVE STRENGTH
`V #4 TIES @ 28 DAYS 4-#4
2 CLR.
12" O.C. CONT.
a a d
AO
d d.
#4 a 12m REINFORCING IN WING
O.C. E.W. BEYOND. (SEE ELEVATION)
REINFORCEMENT (SECTION)
6'-0"
3'-0" REINFORCING IN WING
ELEV.=362.50 BEYOND. (SEE ELEVATION)
17 �T-�-1--7
'� LAP 24"> r.>,> %/%/i'r�`
#O.C. E.W. ENGINEERING FILL COMPAL`�fED `
TO 95% ASTM D1557 DENSITY
REINFORCEMENT (ELEVATION) Q
2
EMERGENCY SPILLWAY DETAIL
NTS w
z
J
c�
0
J
m
U.T.1
FINISH
5" THICK CONCRETE
GRADE (FGZ2.00,
SPREADER
FOREBAY
SAN
FILTER
TEMPORARY
TEMPORARY
WATER SURFACE
WATER
SURFACE
—� \
P.)�
GRADI
(EG)
\
365.00
365.00
�T
T
364
FROM TRENOH
DRAIN
364
6"PVC
FREEBOARD
\
\
362.50
ENERGENCY SPILLWAY
362.00
RE:3/C-506
—
SAND FILTER
6"PVC
361.50
\
360.82
REFER TO
—
DETAIL
STORAGE
VOLUME
9/C-506
FOR25YR,
24HR.
15"
MP
360
RE
360
STORAGE
VOLUME
D_
R 1YR, 24HR.
�i 10"CMP
T
MANHOLE
1j°PVC
FL=358.78
356
356
SAND FILTER SYSTEM PROFILE Z�-> c>
T , NTS
CLEANOUT
RE:6/C-504
6" ASTM #3 4'-0"
ELEv.=365.50 CRUSHED ROCK r (C-C) (T
REMOVABLE CAP
MONITORING STATION
0 ELEV.=365.00
m.
�.. • -11
_•
u
1 MATERIAL
X
_
!� 7
�— -
PSI
THE MEDIA IN THE
SAND FILTER SHALL BEGEOTEXTILE
II�
CLEANED, WASHED,
COURSEMASONRY 1 SUEfflRIC
AS ASTM-C33. THE
SAND PARTICLES SHALL BE GEOTEXTILE
1 1
AVERAGELESS THAN 2mm. DIAMETER
PERMEABILITYRATE
1 1 FT/DAY.
-
SAND FILTE
SECTION
NTS
OVERFLOW
SPECIFICATIONS
1. REMOVE ALL TREES, BRUSH, STUMPS, AND
OTHER OBJECTIONABLE MATERIAL FROM
CHAIN -LINK FOUNDATION AREA, AND DISPOSE OF PROPERLY.
FABRIC
RE:C-507
2. EXCAVATE THE CHANNEL, AND SHAPE IT TO
NEAT LINES AND DIMENSIONS SHOWN ON THE
PLANS PLUS A 0.2-FOOT OVERCUT AROUND
LINE POST THE CHANNEL PERIMETER TO ALLOW FOR
RE:C-507
BULKING DURING SEEDBED PREPARATIONS AND
SOD BUILDUP.
3.REMOVE AND PROPERLY DISPOSE OF ALL
EXCESS SOIL SO THAT SURFACE WATER MAY
TACK WEL ENTER THE CHANNEL FREELY.
BOTH SIDES, FLOW LINE
(TYPOF SWALE 4. THE PROCEDURE USED TO ESTABLISH GRASS IN
it THE CHANNEL WILL DEPEND UPON THE
BOTTOM\\\\��\\�//\ `° /\/\��\/i\\/\�; \\i/�/i �i SEVERITY OF THE CONDITIONS AND SELECTION
RAIL !\!i.\!i // / !i\�\\�%\�\\�\\, \ /\\//\\//\\//\\//\\, FINISH <\\; `/ OF SPECIES. PROTECT THE CHANNEL WITH
GRADE
6" WIDE x 6" DEEP `\' � \\�\\/\ MULCH OR A TEMPORARY LINER SUFFICIENT TO
\/\\/; STAINLESS STEEL ANCHOR BAR 18 WITHSTAND ANTICIPATED VELOCITIES DURING THE
ANCHOR BLOCK
x 2 LONG CONCRETE \ LONG, EMBED 5" INTO ANCHOR ESTABLISHMENT PERIOD.
4 (TYP.) BLOCK. BEND LAST 3" OF ANCHOR
BAR 90' AND PLACE BEND SEGMENT GRASS -LINED CHANNEL - MAINTENANCE
IN -LINE WITH FENCE
FENCE & SWALE CROSSING DETAIL � 1. DURING THE ESTABLISHMENT PERIOD. CHECK
5 NTS GRASS -LINED CHANNELS AFTER EVERY RAINFALL.
AFTER GRASS IS ESTABLISHED, PERIODICALLY
CHECK THE CHANNEL; CHECK IT AFTER EVERY
23.00' 10.00' HEAVY RAINFALL EVENT. IMMEDIATELY MAKE
5.1 &VAR REPAIRS. IT IS PARTICULARLY IMPORTANT TO
5:1 &VAR. \ BERM CHECK THE CHANNEL OUTLET AND ALL ROAD
i\i\r
//\/�/\y�\�/<\ CROSSINGS FOR BANK STABILITY AND EVIDENCE
\;\\\//\//\/ /\//\��j��i�� \\� OF PIPING OR SCOUR HOLES. REMOVE ALL
FINISHED\���//,/;�/�/��//,�//\//\�\\��//`` `� `` SIGNIFICANT SEDIMENT ACCUMULATIONS TO
GRADE � SUBGRALE
361 COMPAC' TO MAINTAIN THE DESIGNED CARRYING CAPACITY.
LOOKING DOWNSTREAM 90% ASTM D1557 KEEP THE GRASS IN A HEALTHY, VIGOROUS
DENSITY CONDITION AT ALL TIMES, SINCE IT IS THE
(EAST)
NOTE: REFER TO CG101 FOR ADDITIONAL INFORMATION. C> PRIMARY EROSION PROTECTION FOR THECHANNEL.
TYPICAL SECTION GRASS -LINED CHANNEL 1
P
in
v % NTS
7.00' 10.00' 5.00'± 8.50'±
& VAR. & VAR. d & VAR. &VAR.
0 5% 366.3± � vPR•� &VAR. 5% &VAR.
z
c 5;1
�,3.1
FINISHED 367.8± EXISTING
GRADE LOOKING UPSTREAM LOOKING UPSTREAM GRADE
(NORTH) (NORTH)
NOTE: REFER TO CG101 FOR ADDITIONAL INFORMATION. NOTE: REFER TO CG101 FOR ADDITIONAL INFORMATION.
TYPICAL SECTION C> TYPICAL SECTION c:�>
GRASS -LINED CHANNEL 2 8 EXISTING CHANNEL
NTS NTS
4m PERFORATED LATERAL
PIPES WRAPPED WITH GEOTEXTILE
FABRIC, 1 % SLOPE
v % NTS
7.00' 10.00' 5.00'± 8.50'±
& VAR. & VAR. d & VAR. &VAR.
0 5% 366.3± � vPR•� &VAR. 5% &VAR.
z
c 5;1
�,3.1
FINISHED 367.8± EXISTING
GRADE LOOKING UPSTREAM LOOKING UPSTREAM GRADE
(NORTH) (NORTH)
NOTE: REFER TO CG101 FOR ADDITIONAL INFORMATION. NOTE: REFER TO CG101 FOR ADDITIONAL INFORMATION.
TYPICAL SECTION C> TYPICAL SECTION c:�>
GRASS -LINED CHANNEL 2 8 EXISTING CHANNEL
NTS NTS
4m PERFORATED LATERAL
PIPES WRAPPED WITH GEOTEXTILE
FABRIC, 1 % SLOPE
r�
FLOW (TYP.)
FLOW (TYP.)
c
TYP.
24.0'
T
_
�
FLOW (TYP.)
4
FLOW (TYP.)
U
IP
F
0
6" MAIN
OUTFLOW PIPE
LEAN
FYP.)
JRN E D OF LATERAL
P TO AND
ISTALLJURFACE
REMOVABLE CAP
DR MOITORING STATION
SAND FILTER UNDERDRAIN SYSTEM - PLAN
v / NTS
VIEW
errnk G:acumani:
ar, r.:ancc with these documents is
�equ�r-t+ t f I ,.,, ;er ?ermit. North Carolina
lines y r: r mwatar system tlesigner
inspect ny cu 1 rL gin: cartify conformity with
�'a, -s and spe� s: ter OIt fy c imphance with the
s urmwate iLjoe + N,CAG h 1ry06OJ'//
61606 o L, 3
Jate.l_�/o t o
Ib. v� IICI )n r (Wd�IP�q y
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OF ENGINEERS
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REFERENCE
NUMBER
C-506
IEET 26
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NUMBER
C-506
IEET 26
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PLATE
REFERENCE
NUMBER
C-506
IEET 26

I
2 1 3
4
5
1. THE CONTRACTOR SHALL ESTABLISH AND STAKE OUT IN THE FIELD ALL ZONE DELINEATIONS AS SHOWN ON THE
LANDSCAPE PLAN PRIOR TO INSTALLATION OF ANY SOIL AMENDMENTS OR PLANT MATERIAL. CONTRACTOR TO
VERIFY PLANTING AREAS THAT HAVE BEEN TILLED HAVE ADEQUATELY SETTLED TO THEIR FINAL GRADE PRIOR
TO PLANTING. THIS PLAN FOR PLANTING LOCATIONS ONLY. IF FOUND CONDITIONS VARY FROM THIS,
CONTRACTOR TO CONTACT THE GOVERNMENT (DISTRICT AREA OFFICE) FOR RESOLUTION. FAILURE TO DO SO
WILL RESULT IN CONTRACTOR'S LIABILITY TO REPLACE PLANT MATERIALS.
2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE, INCLUDING SHRUBS AND
HERBACEOUS PLANTS, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS FREE CONDITION, THROUGHOUT
GUARANTEE PERIOD.
3. CONTRACTOR TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN.
D 4. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE.
5. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE JUDGED. FAILURE
TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT.
6. PLANTING SIZE DETERMINATION:
SHADE TREES: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL TO THE TOP OF MATURE
GROWTH. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE CROWN FROM
THE CENTER OF THE TRUNK. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH. SINGLE
TRUNK TREES SHALL BE FREE OF "V" CROTCHES THAT COULD BE POINTS OF WEAK LIMB STRUCTURE OR
DISEASE INFESTATION.
SHRUBS: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL TO THE AVERAGE HEIGHT OF
THE TOP OF THE PLANT. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE
SHRUB MASS. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH.
7. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE,
INSECT EGGS, AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS.
8. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL -ROOTED PLANTS AND ESTABLISHED IN
THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE GOOD QUALITY AND
ARE IN A HEALTHY GROWING CONDITION. ALL ROOT BOUND PLANTS SHALL BE REJECTED.
9. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCH BED WITH SMOOTH CONTINUOUS LINES. ALL
MULCHED BED EDGES SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS.
TREES LOCATED WITHIN FOUR FEET OF SHRUB BEDS SHALL SHARE SAME MULCH BED.
10. ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE
OF AREA AND PLANS, CONTRACTOR SHALL CONTACT THE DISTRICT AREA OFFICE FOR RESOLUTION. FAILURE
TO MAKE SUCH CONFLICTS KNOWN TO THE OWNER OR LANDSCAPE ARCHITECT WILL RESULT IN
CONTRACTOR'S LIABILITY TO RELOCATE MATERIALS.
C
11. CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF
DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED SO AS TO NOT IMPEDE
DRAINAGE AWAY FROM BUILDINGS. IF SIGNIFICANT RELOCATIONS ARE REQUIRED, CONTRACTOR SHALL
CONTACT DISTRICT AREA OFFICE FOR RESOLUTION. FAILURE TO MAKE SUCH RELOCATIONS KNOWN TO THE
OWNER OR LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY OF PLANT MATERIALS.
12. TREE STAKING AND GUYING SHALL BE DONE PER DETAILS. CONTRACTOR SHALL ENSURE THAT TREES REMAIN
VERTICAL AND UPRIGHT FOR THE DURATION OF THE GUARANTEE PERIOD. GUYS AND STRAPPING SHALL BE
REMOVED AFTER ONE GROWING SEA`' )N.
13. ALL TREE PITS, SHRUB BEDS AND PREPARED PLANTING BEDS ARE TO BE COMPLETELY EXCAVATED IN
ACCORDANCE WITH THE PLANTING DETAILS.
14. THE ROOT CROWN TO BE AT FINISHED GRADE OR NO GREATER THAN A MAXIMUM OF ONE INCH HIGHER (AFTER
SETTLING) THAN FINISHED GRADE (CLDSM 40.01).
15. ALL SUBSTITUTIONS OF PLANT MATERIAL ARE TO BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT
AND APPROVED IN WRITING BY THE OWNER PRIOR TO INSTALLATION. FAILURE TO OBTAIN SUBSTITUTION
APPROVAL IN WRITING MAY RESULT IN LIABILITY TO THE CONTRACTOR.
16. DEAD PLANTS ARE TO BE REMOVED FROM THE JOB BY THE CONTRACTOR WEEKLY. CONTRACTOR SHALL
MAINTAIN AN UPDATED, COMPREHENSIVE LIST OF ALL DEAD MATERIALS REMOVED AND PRESENT A COPY OF
THE LIST TO THE OWNER AT THE END OF EVERY MONTH DURING THE CONTRACT PERIOD.
17. TOPSOIL REQUIRED FOR SOIL MIXES AND SPECIAL SEEDING AREAS SHALL BE PROVIDED BY THE CONTRACTOR.
CONTRACTOR MUST LOAD, HAUL, MIX, AND SPREAD ALL TOPSOIL AND OTHER SOIL ADDITIVES AS REQUIRED.
18. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, AS REQUIRED BY THE SPECIFICATIONS.
CONTRACTOR MUST CONTACT THE OWNER AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE
B ACCEPTANCE INSPECTION(S). CONTRACTOR MUST REPLACE ALL DEAD OR UNACCEPTABLE PLANTS DURING
THE FOLLOWING RECOMMENDED PLANTING SEASON.
19. ALL TREES SHALL BE LIMBED TO PROVIDE 6' CLEARANCE AT WALKWAYS PER A.D.A REQUIREMENTS.
20. ALL TREES AND SHRUBS SHALL MEET THE NORMAL REQUIREMENTS FOR THE AMERICAN STANDARD FOR
NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN (AAN).
21. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES WHERE POSSIBLE. CONTACT
LANDSCAPE ARCHITECT FOR A COORDINATED SOLUTION FOR ANY UTILITY CONFLICTS. CONTRACTOR SHALL BE
LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES.
22. REFER TO -PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION.
23. ALL PLANTINGS SHALL COMPLY WITH CURRENT LOCAL ORDINANCES, GUIDELINE AND THE CURRENT EDITION
OF THE NCDENR STORMWATER BMP MANUAL.
24. NONE OF THE LANDSCAPE AREAS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM.
25. REFER TO THE SOIL AMENDMENT NOTES (THIS SHEET) FOR SOIL MIX SPECIFICATIONS.
26. FOR LARGE MATURING TREES, MINIMUM TREE SIZE AT PLANTING IS Sin CALIPER. FOR SMALL MATURING TREES,
MINIMUM STREET SIZE AT PLANTING IS 21n CALIPER. ALL MULTI -STEM PLANTS MUST BE TREE FORM, MAXIMUM 3
TO 5 TRUNKS, AND MINIMUM 8R TALL.
27. ALL STRAPPING AND TOP 213 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO
BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM THE ROOT BALL.
28. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS;
REMOVE COMPACTED SOIL AND ADD 24in NEW TOPSOIL -OR- UNCOMPACTED AND AMEND THE TOP 24in OF
EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF
A 274sf PER TREE FOR LARGE MATURING TREES; OR 200sf FOR SMALL MATURING TREES). IN URBAN ZONES,
LARGE MATURING TREES CAN ALSO BE PLANTED IN 200sf PLANTERS IF A SPECIFIC SOIL MIX IS USED.
29. LARGE MATURING TREES MAY NOT BE PLANTED UNDER OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF
TREES CONFLICT WITH POWER LINES OR SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
30. CONTRACTOR SHALL CONTACT THE DISTRICT AREA OFFICE (LANDSCAPE MAINTENANCE DIVISION) PRIOR TO
THE PLANTING OF STREET TREES WITHIN THE RIGHT-OF-WAY OF ANY ROADS OR EASEMENTS.
1. TOPSOIL
A. TOPSOIL SHALL HAVE A PH VALUE FROM 5.6 - 7.0 AND SHALL BE NATURAL FERTILE,
(AGRICULTURAL SOIL, BROWN IN COLOR) UNIFORM FRIABLE LOAM WITHOUT ADMIXTURE OF SUBSOIL
CONTAINING ORGANIC MATTER OF 5 PERCENT OR GREATER AND SHALL BE CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH.
B. ALL TOPSOIL SHALL PASS A 1 INCH SCREEN AND 40 PERCENT SHALL PASS THE 100 MESH
SCREEN. IT SHALL BE FREE OF ANY ADD -MIXTURE OF SUBSOIL, AND CONTAIN NO STONES, LUMPS,
CLODS OF HARD EARTH, SLAG, CIDERS, STICKS, PLANTS OR THEIR ROOTS, TRASH OR OTHER
EXTRANEOUS MATERIALS.
C. TOPSOIL MUST ALSO BE FREE OF PLANT PARTS OF BERMUDA GRASS, QUACKGRASS,
JOHNSONGRASS, NUTSEDGE, POISON IVY, CANADA THISTLE, OR ANY NOXIOUS WEEDS AND SHALL NOT
BE CONTAMINATED WITH ANY SUBSTANCE KNOWN HARMFUL TO THE GROWTH OF PLANTS OR HUMANS.
D. TOPSOIL SHALL NOT BE USED FOR PLANTING OPERATIONS WHILE IN A FROZEN OR MUDDY
CONDITION.
E. TOPSOIL SOURCES SHALL BE TESTED BY A RECOGNIZED LABORATORY AT THE EXPENSE OF THE
CONTRACTOR FOR PH, SOIL TEXTURE AND SOLUBLE SALTS. SALINITY SHALL NOT EXCEED 3 MILS PER
CENTIMETER AT 25 DEGREES C AS DETERMINED BY SATURATED SOIL PASTE METHOD AS DESCRIBED IN
USDA CIRCULAR #982. TEST RESULTS MUST BE PRESENTED IN WRITING TO THE DISTRICT OFFICE PRIOR
TO PLACEMENT OF TOPSOIL ON SITE.
F. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CONTROL OF NOXIOUS OR INVASIVE
SPECIES INTRODUCED BY CONTAMINATED TOPSOIL.
G. TOPSOIL THAT HAS BEEN STOCKPILED FOR A LONG PERIODS SHALL BE INOCULATED TO
REESTABLISH ITS MICROBIAL ACTIVITY.
2. DOLOMITE LIME
SHALL BE AGRICULTURE GRADE GROUND LIMESTONE MEETING ASTM C51 AND CONTAINING NOT LESS
THAN 85 PERCENT TOTAL OF CALCIUM MAGNESIUM CARBONATE, FREE OF IMPURITIES, WITH 95
PERCENT PASSING A NUMBER 8 SIEVE AND 40 PERCENT PASSING A NUMBER 100 SIEVE.
3. SAND
SHALL BE CLEAN, WASHED, COARSE, MASONRY SAND, RIVER SAND ,OR NUMBER 2 BUILDERS SAND
MEETING ASTM C 33.
4. TRACE ELEMENTS
SHALL BE ADDED AS REQUIRED BY SOILS TEST.
5. SEWAGE SLUDGE
WHEN DESIGNATED IN WRITING, COMPOSTED SEWAGE SLUDGE MAY BE USED AND SHALL BE
COMMERCIALLY AVAILABLE, HIGH QUALITY, ENVIRONMENTALLY SAFE, STERILE, EPA APPROVED SOIL
PRODUCT FOR AGRONOMIC USE. IT SHALL CONSIST OF SEWAGE SLUDGE WHICH HAS BEEN COMBINED
WITH WOOD CHIPS OR OTHER BULKING AGENT, AERATED AND COMPOSTED FOR 21 DAYS INCLUDING 3
DAYS AT 131 DEGREE F. THE SEWAGE SLUDGE SHALL BE AGED, SHREDDED AND SCREENED AND
EXHIBIT THE FOLLOWING CHARACTERISTICS:
PH: 5.6 - 7.7
TOTAL NITROGEN (N) 1.2 PERCENT AVAILABLE
PHOSPHORIC ACID (P205) 1 PERCENT SOLUBLE
POTASH (K20) .25 PERCENT
MICRO -NUTRIENT CONTENT (FE, MN, S, ZN, NI, CU, B)
LOW CADMIUM CONTENT
EPA APPROVAL PATHOGEN DESTRUCTION
6. LEAF MOLD
SHALL BE COMPOSTED LEAF MATERIAL, FREE OF NOXIOUS WEEDS AND DETRIMENTAL INSECTS.
7. COMMERCIAL FERTILIZER
TO MEET FED. SPECIFICATION O-F-241 TYPE 1 GRADE NOTED, LEVEL B. THE FERTILIZER SHALL BE
GRANULAR UNLESS PACKETS, TABLETS, OR STAKES TO BE USED WITH MINIMUM OF 50 PERCENT OF
TOTAL NITROGEN IN ORGANIC FORM WITH NO CYANAMID COMPOUNDS OR HYDRATED LIME MIXES TO BE
ADDED OR FOUND IN THE FERTILIZER.
8. OTHER ACCEPTABLE FERTILIZER FORMS:
A. FOR TREES
ANUTRI-PAK
JRP INTN=L INC.
17 FOREST AVENUE
FOND DU LAC, WISCONSIN 54935
B. AJOBES, PLANT SPIKES - FOR TREES AND SHRUBS.
C. ALAWN PRO OR SIMILAR APPROVED SLOW RELEASE FERTILIZER FOR LAWNS WITH THE
FOLLOWING RATIO:
3 NITROGEN
1 PHOSPHORIC ACID
2 POTASH
D. AHOLLY-TONE OR SIMILAR APPROVED WITH CHELATED IRON FOR EVERGREEN PLANTS.
9. PEAT
A. SHALL CONFORM TO FEDERAL SPECIFICATION Q-P-166C, PEATMOSS; PEAT HUMUS; AND PEAT,
REED -SEDGE.
B. SHALL BE LOW IN WOODY MATERIAL AND FREE OF MINERAL OR OTHER MATERIAL HARMFUL TO
PLANT LIFE.
C. THE MINIMUM ORGANIC CONTENT TO BE APPROXIMATELY 90 PERCENT WITH ACID REACTION
FROM 4-5 PH, AND MOISTURE ABSORPTIVE CAPACITY NOT LESS THAN 450 PERCENT.
D. HUMUS TO BE SHREDDED, DRIED AND STERILIZED TO PASS 114 INCH SCREEN.
E. MOSS SHALL BE PULVERIZED AND HORTICULTURAL GRADE SPHAGNUM MOSS FREE OF
EXTRANEOUS OR HARMFUL MATERIAL
F. TO BE FINELY MILLED BLACK MICHIGAN PEAT OR OTHER SIMILAR APPROVED.
10. MANURE
A. SHALL BE WELL -ROTTED HORSE OR COW (OR COMBINATION THEREOF) MANURE. NOT TO
CONTAIN OVER 25 PERCENT STRAW OR LITTER. IT SHALL BE FREE OF FRESH MANURE, SAWDUST,
WOOD CHIPS, LEATHER CHIPS, TAN BARK, LONG STRAW, SOFT HAY, STONES, FOREIGN INJURIOUS
SUBSTANCES OR CHEMICALS USED TO HASTEN DECOMPOSITION.
B. TO BE TWO YEARS OLD MAXIMUM, NINE MONTHS MINIMUM WITH MINUMUM OF THREE TURNINGS
WITHIN THIS TIME PERIOD.
C. NO BURNED OR FIRE -FANGED MANURE WILL BE ACCEPTABLE.
11. SOIL AMENDMENTS
DIATOMACEOUS EARTH SOIL AMENDMENT CONSISTING OF SILICA, ALUMINA, IRON OXIDE AND
SHALL HAVE 0.1 TO 1 MICRON PORE SIZE, WITH A MINIMUM OF 113 PERCENT WATER ABSORPTION,
MAXIMUM 19 PERCENT LOSS SULPHATE SOUNDNESS, 80 PERCENT TOTAL POROSITY. A TOTAL OF 54
PERCENT TO PASS 10 MESH SCREEN, 98 PERCENT TO PASS 80 MESH SCREEN.
T
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PLANT SPACING CHART
SPACING "D" ROW "A" PLANTS /S.f.
12" o.c. 10.40" o.c. 1.15
24" o.c. 20.80" o.c. 0.29
HERBACEOUS PLANT TRIANGULAR SPACING 08A-060
NOTES:
1. PROPOSED BEDS LAID OUT ON SITE AND APPROVED BY OWNER IF REQUESTED BY OWNER
2. REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND ROOT BAL OR REMOVE PLANT FORM CONTAINER.
3. COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TAGS FROM THE PLANT.
4. SCARIFY ROOTS ON POT BOUND PLANTS
5. PLANT SPACING VARIES - (SEE PLANT SCHEDULE)
6. ALL SHRUBS TO BE PLANTED IN MULCHED BEDS
7. PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES.
8. ALL BEDS TO BE EXCAVATED OF ALL EXISTING SOIL TO REQ DEPTH & BACKFILLED WITH REQUIRED SOIL MIX
9. SOIL MIX: 213 TOPSOIL $1/3 ORGANIC MATTER.
10. TOP DRESS BED WITH 10-6-4 FERTILIZER AT THE RATE OF 5 LBS. PER 100 S.F. OF BED AREA.
EXISTING GRADE
=111-111-1 I I -I 11-1 11-1 11=111=1 11- `- ROTOTILL ENTIRE BED 3-4" DEEP
11gE I Ia 11=I I l-I I I=i I El! l 1
COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT
SHRUB PLANTING BED
I Ov SECTION
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