SW7120510_APPROVED PLANS_20120619

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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I II ; ; r I I PORTION DEED BOOK 138, PAGE 297 BOUNDARY SURVEY AND TWO LOT SUBDMSIPON FOR
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MAP ID E041-120-2 I
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DRAINAGE
EASEMENT
EXISTING VEGETATION I I
TO BE DEMOLISHED AND I I I I I I
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EXISTING CONCRETE SLAB I I I I
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III I L_ C III EXISTING TERRA-COTTA PIPE
N-513 933 51 I I I TO BE DEMPLISHED AND I cam I
E=2,647,101.74' I I I I O t I REMOVED BY CONTRACTOR
N=156,647,248 METERS I j `
E=806,838.224 METERS I I I \\ \ 10' II
\ � f FORMER RAILROAD RIGHT OF WAY
FORMER RAILROAD RIGHT OF WAY -
I 10" TERRA-COTTA PIPE /
I / EXISTING TER PIPE ,
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0.28 +y OCI M \ \ � � REMOVED BY CON CTOR to to IIII � "ABANDONED RAILROAD'
A
" � � I � ERN RAILROAD COMPANY RIGHT OF WAY
10 TERRA -GOTTA PIPE I NORFOLJ( SOUTH RAi
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UNDERGROUND PHONE-
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UNDERGROUND PHONE-
EXSITING CONDITIONS & DEMO PLAN
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SURVEY NOTES:
MAIN ST
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DEMOLITION LEGEND:
EXISTING TERRA-COTTA PIPE
TO BE DEMOLISHED AND REMOVED
EXISTING VEGETATION TO BE
DEMOLISHED AND REMOVED
EXISTING CONCRETE SLAB
TO BE DEMOLISHED AND REMOVED
DEMOLITION NOTES;
1. ALL TREE PROTECTION FENCE, CONSTRUCTION ENTRANCE AND SILT FENCE MUST BE
INSTALLED PRIOR TO APPLYING FOR DEMOLITION PERMIT, SEE LAYOUT AND GRADING
PLAN- L1101 FOR EXTENTS OF NEW WORK
2. CONTRACTOR TO SECURE DEMOLITION PERMIT PRIOR TO BEGINNING WORK
3. CONTRACTOR TO VERIFY EXISTING SUBSURFACE UTILITIES WITHIN SITE PRIOR TO
REMOVING PAVING AND STRUCTURES
4. CONTRACTOR TO DISPOSE OF ALL DEBRIS IN COUNTY APPROVED SITES PER LOCAL
MUNICIPLE AND COUNTY GUIDELINES
5• THIS SURVEY WAS PREPARED BY BRAD L SUITT' ON 1-06-2012.
01. AREA BY COORDINATES.
02, SURVEY PRECISION = 1: 10,000.
03. THIS SURVEY CREATES) A SUBDIVISION OF . LAND WITHIN A COUNTY
THAT HAS AN ORDINACE THAT REGULATES PARCEL(S) OF LAND
& DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
04. FLOOD REPORT:
THIS PROPERTY SCALL_D IN ZONE X, PER FLOOD INSURANCE RATE
MAP NUMBER 3720654000 J, EFFEC TI VE DATE: JUL Y 02, 2004.
THIS PROPERTY DID NOT SCALE IN A SPECIAL FLOOD HAZARED AREA
WHERE BASE FLOOD ELEVATIONS AND FLOOD HAZARD
FA C TORS HAVE BEEN DETERMINED.
TH/S REPORT IN NO Vl SUPERSEDES THE ABOVE REFERENCED FIRM.
05. PROPERTY. ADDRESS: HIGHWAY 55, GRAN TSBORO
06. 1 METER = 3.28083333 U.S. SURVEY FEET.
07. COMBINED SCALE FACTOR = .9998747
ELLIPSOID CORRECTIOt4 FACTOR = 1.00000325
COMBINED FACTOR = .99987795
08. FOWARD GRID AZIMUT;I �- (N = 0 DEGREES) 355°16'22"
09. ALL DISTANCES ARE I i OIRIZON TAL GROUND DISTANCES
UNLESS OTHERWISE NJ TED.
10. WATER & SEWER SER `i L B Y BAY RIVER SEWER &
PAMLI CO WATER COMPANY,
11. MINIMUM BUILDING LINES
FRONT = 35' UNLESS OTHERWISE NOTED.
SIDE -- 10
REAR = 15'
12. NO ATTEMPT HAS BEEN MADE AS PART OF THIS BOUNDARY SURVEY
TO OBTAIN OR SHOW DATA CONCERNING DEPTH, CONDITION
CAPACITY OF ANY UNDERGROUND UTILITIES & LOCATION OF ANY UNDERGROUND TANKS.
13. SURVEYOR HAS MADE NO IN VES TIGA TION OR INDEPENDENT SEARCH
FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,
OWNERSHIP TITLE EVI DENC!;, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT
TITLE SEARCH MAY DISCLOSE.
14. ELEVATIONS SHOWN BASE' OFF OF NA VD 1988 DATUM.
15. CON TROUR INTERVALS SHOWN ARE AT 0. 5'(1 /2').
16. PROPERTY NOT CURREN TL ZONED.
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NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
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Issued Date By
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BY USACE ON APRIL 10, 2012 DURING AN ON -SITE
MEETING WITH DEBBIE EDWARDS WITH S&EC
10" WATER LINE
A5 EROSION CONTROL PLAN - PHASE 1
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CONSTRUCTION SEQUENCE - PHASE 1
1. CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING, PRIOR TO BEGINNING WORK, WITH THE OWNER'S
REPRESENTATIVE, ENGINEER, AND NCDENR-DIVISION OF LAND QUALITY (DLQ).
2. OBTAIN LAND DISTURBING PERMIT FROM NCDENR-DLQ AND ALL OTHER REQUIRED PERMITS FOR THIS PROJECT
PRIOR TO ANY CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION TO AVOID
CONFLICT DURING INSTALLATION OF WATER LINES, SEWER LINES, EROSION CONTROL MEASURES, AND STORM
DRAINAGE. CONTRACTOR SHALL CALL 1-800-632-4949 N.C. "ONE CALL" PRIOR TO DIGGING TO LOCATE ALL EXISTING
UNDERGROUND UTILITIES ON SITE.
4. CONTRACTOR IS RESPONSIBLE FOR ANY OFF -SITE WASTE AREAS ASSOCIATED WITH THE CONSTRUCTION OF THE
SITE AS REQUIRED BY NCDENR-DLQ.
5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE #1, SKIMMER BASIN, WETLAND RISER / BARREL STRUCTURE, ROCK
CHECK DAMS, AND TEMPORARY SILT FENCE AS SHOWN ON APPROVED PLANS. TEMPORARY DIVERSIONS TO BE
INSTALLED AS SITE IS BROUGHT TO GRADE. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED
IMMEDIATELY AFTER CONSTRUCTION OF THE TEMPORARY DIVERSIONS, BERMS AND BASIN.
6. CONTRACTOR SHALL CALL NCDENR-DLQ FOR ONSITE INSPECTION BY THE ENVIRONMENTAL INSPECTOR AND OBTAIN
A CERTIFICATE OF COMPLIANCE PRIOR TO COMMENCEMENT OF GRADING OPERATION.
7. GRADE DITCH ALONG THE NORTHERN PROPERTY LINE AS SHOWN ON GRADING PLAN, FILL REMAINING FARM DITCH
THAT RUNS THROUGH THE PROPERTY AND REMOVE 10" TERRA-COTTA PIPE.
8. BEGIN CLEARING, GRUBBING, AND ROUGH GRADING OF SITE AS SHOWN ON SHEET L1201. MAINTAIN EROSION
�TROL DEVICES AS NEEDED.
9. STA ILIZE SITE AS AREAS ARE BROUGHT UP TO GRADE. ESTABLISH GROUND COVER ON DENUDED AREAS WITHIN
/FORTEEN (14) DAYS OF COMPLETION OF ANY PHASE OF GRADING.
4.g�IFF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, DESPITE PROPER
IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION.
11. THE CONTRACTOR SHALL INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO
FUNCTION PROPERLY. ACCUMULATED SEDIMENT IN BASIN MUST BE REMOVED WHEN IT REACHES ONE-HALF THE
DESIGN DEPTH OF THE BASIN. THE WASHED STONE AT THE OUTLETS MUST BE REPLACED WITH CLEAN STONE WHEN
IT BECOMES CLOGGED WITH SEDIMENT. SILT FENCING SHALL BE INSPECTED AND CLEANED OF SEDIMENT AFTER
EACH RAINFALL, THE CONTRACTOR IS ALSO RESPONSIBLE FOR INSPECTING AND MAINTAINING THESE DEVICES.
GENERAL NOTES
1. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH CURRENT PAMLICO COUNTY, NCDENR, AND NCDOT
STANDARDS AND SPECIFICATIONS.
2. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION.
3. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE
AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE
TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND
SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREE IS COMPLETE. NO STORAGE OF
MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
PROTECTED AREA.
GRADING NOTES
1. INITIATE CONTRUCTION SEQUENCE BEFORE BEGINING CLEARING AND GRADING ON -SITE OPERATIONS,
2. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED. STOCKPILE TOPSOIL AS SPECIFIED.
3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL EXISTING VEGETATION. CONTRACTOR TO PROTECT VEGETATION
LOCATED BEYOND GRADING LIMITS.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY, OR PER GEOTECHNICAL RECOMMENDATIONS.
5. OPERATOR SHALL FIELD VERIFY EXISITNG TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE
DRAINAGE IN THE DIRECTION INDICATED ON PLANS.
TOTAL DISTURBED AREA = 3.10 AC.
I
EROSION CONTROL NOTES
1. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE
BOUNDARIES OF THE SITE. ALL DISTURBED AREAS SHALL BE NONEROSIVE AND STABLE WITHIN FOURTEEN (14)
CALENDER DAYS OF COMPLETION OF ACTIVITY.
2. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTED WEEKLY AND AFTER EVERY
RUNOFF PRODUCING RAINFALL EVENT. IF NEEDED, REPAIRS SHALL BE MADE IMMEDIATELY.
3. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3:1, UNLESS OTHERWISE NOTED.
4. SEE SHEET C5102 FOR EROSION CONTROL DETAILS.
5. THE CONTRACTOR SHALL PROVIDE DUST CONTROL FOR VEGETATIVE COVER, MULCH AND SPRAY ON SDHESIVE PER
NCDENR RECOMMENDATIONS.
6. SKIMMER BASIN TO BE INSTALLED PER SKIMMER BASIN TABLE AND DETAILS AS SHOWN ON SHEET C5102.
SEED BED PREPARATION - TEMPORARY SEEDING
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6" DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
ARGICULTURAL LIMESTONE: 2 TONS t ACRE (3 TONS 1 ACRE IN CLAY SOILS)
FERTILIZER: 1,000 LBS 1 ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS - 20% ANALYSIS
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS PREPARED 4" - 6" DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPAK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
MULCH: SMALL GRAIN STRAW, 2 TONS I ACRE
ANCHOR: ASPHALT EMULSION AT 300 GALS 1 ACRE
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND APPLIED AT A RATE OF 1000 GAL. PER ACRE
FOR SLOPE STABILIZATION, AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW,
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF GRASS STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND FERTILIZATION AFTER PERMANENT
COVER IS ESTABLISHED.
TEMPORARY SEEDING SCHEDULE
SEEDING MIXTURE
SPECIES RATE (LBIACRE)
G£RMAN MILLET 40
SEEDING DATES
PIEDMONT --MAY 1 - AUG. 15
COASTAL PLAIN --APR. 15 - AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBIACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LBIACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
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Issued Date By
Project No.
2011064
Checked By
PDP
Drawn By
PEH
Scale
1 " = 20'
Drawing
EROSIN CONTROL PLAN
PHASE 1
File Name
C1201_EROS_GRA.dwg
Sheet
C1201
2 OF 7 SHEETS
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Drawing
STORM DRAINAGE AND
EROSIN CONTROL PLAN
PAHSE 2
File Name
C1301 _STORM_GRA.dwa
Sheet
C1301
3 OF ] SHEETS

5
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SECTION X-X
GENERAL NOTES:
Z
USE CLASS "B" CONCRETE THROUGHOUT.
O
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
Q
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
Q ir. ,
OPTIONAL CONSTRUCTION - MONOLITHTC POUR, 2" KEYWAY, OR 44 BAR DOWELS AT
LZ.I5 C04 U
12" CENTERS AS DIRECTED BY THE ENGINEER.
LL J COL. H Z
r USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
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IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
W LL =
AS SHOWN ON STD. NO. 840.00.
¢ U CC O
USE TYPE "E", "F" AND "0" GRATES UNLESS OTHERWISE INDICATED.
H
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FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
CO H O J
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8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
0 O N
QUANTITIES ACCORDINGLY.
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CONSTRUCT WITH PIPE CROWNS MATCHING.
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MEET 1 OF 2 OF RISER CONSTRUCTION
840.02
PLAN
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1
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USE ON FLAT ELEV,EXPANSION JOINT 6"
GRADES 2% AND UNDER
DEPRESSED GUTTER LINE
EXPANSION JOINT
ELEVATION
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NORMAL CURB AND GUTTER ON LIGHT GRADES
LL Z
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NORMAL GUTTER LINE
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EXPANSION JOINT MAX
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ELEVATION
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NORMAL CURB AND GUTTER ON STEEP GRADES
co W
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MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO 11ISER) •
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS, CONIC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
TOP
SLAB
gO7TOM
.BLAB
TOT'Oa�•
FOR Y[HIIMN
HO
D
A
B
C
G
H
E
F
N0.
LENGTH
NO.
LENGtH
NO,
LENGTH
LBS.
121,
3'-0"
2'-2"
2'-91,
--
--
--
--
--
0.235
772
0.015
0.026
151,
W-0"
2'-2"
3'•a"
0 235
0,829
0.023
0.036
18"
3'-0"
2'-2"
3'-3"
0.235
0.887
0.033
a.049
24"
3'-0"
2'-2"
V-9"
0.235
1.001
0.050
0.085
30"
3'-0"
2'-2"
3'-4"
4`-3"
1'-2'r
4'-0"
4
1'-5"
2
3'-9"
3
3'-9"
39
0.123
!,,321
1.433
0.092
0.127
36"
3'-0"
2'-2'1
3'-10"
4'-9"
V-8"
4'-0"
4
1'-11"
3
3'-9"
3
3' 9"
43
32
0.181
1 0.112
0,358
0.318
1.714
1.736
0.132
0.180
0.178
0.243
42"
W-0"
2'-2"
4'-5"
5'-3"
V-5"
3' 2"
4
V-8"
1 2
2'-11"
2'-11"
3
2'-11"
48"
3'-0"
2'-2"
W-O"
5'-9"
2'-0"
1 3'-2"
4
1 2'-3"
3
3
12'-11"1
35
1 0.145
0.352
2.052
0.235
0.317
54"
3'-O"
2'-2"
5' 7"
B'-3"
2'-7"
V-2"
4
2'-10"
5
2'-11"
3
12'-11"1
41
1 0.180
0.386
2.367
0.297
0.401
INF
INFLOW -
CURB INLET
N
H
Z
O
O
Z
V
W
" RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
NCDOT STD. 840.02 NTS
18, MIN TOP OF DAM
PROTECTION
ELEV. 314,0 DITCH AND BURY TARP
EDGE (MIN. 17)
10' MIN
WEIR LENGTH
LWAY SECTION THRU WF:R
1 FOR -
RISER STRUCTURE
DEWATERING SSEE DETAIL C5105103)
1' MIN FREEBOARD
TOP OF EI
INFLOW
ZONE BAFFLES(STD)
EMERGENCY
SPILLWAY
/
A\
\\\ SxIMME
ELEV.314.0
12" RCP CONNECTTO
SDMH-2
INLET SHALL BE PROTECTED INV. 311.0
(AS NEEDED) FROM EROSION CROSS SECTION
WITH RIPRAR TARP, MATTING
OR EQUIVALENT.
NOTES:
1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BASIN IS HALF -FULL.
2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING
TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12'. THE
UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL HEAVY DUTY SILVER TARPAULJNS
OR EQUIVALENT FOR U.V. RESISTANCE.
3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
4) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
5) MOST OF THE SEDIMENT WILL ACCUMULATE 1N THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAINTENANCE.
6) DURING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT STORMWATER RISER SHALL ONLY DEWATER FROM THE TOP OF PIPE.
7) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
DRAINAGE
DENUDED
Q10
REQUIRED
REQUIRED
TOTAL
INTERIOR
PROVIDED
PROVIDED
WEIR
AREA
AREA
{CFS)
SURFACE AREA
VOLUME
DEPTH
SIDE
SURFACE AREA
VOLUME
LENGTH
(AC)
(AC)
(SF)
(CF)
(FT)
SLOPE
(SF)
(CF)
1,88
1.88
5.71
2,488
3,384
4.5
2:1
2,520
5,760
10
SKIMMER SEDIMENT BASIN
HEET 2 OF 2
840.02
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
J
q 1.5' MIN, BEYOND BANK OF SLOPE
9" MIN. 2' MIN-i (--
Filter fabric
A
CLASS B
EROSION CONTROL
STONE
2'r
24" MAX.
FILTER FABRIC A710ENTER
SECTION A -A AY
STONE SHALL BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
FROM CUTTING AROUND THE DAM.
ROCK CHECK DAM (TYP)
NTS
INER
X-SECTION
W
D (min.)
SIDE
LONGITUDINAL
LENGTH
TEMPORARY
PERMANENT
SWALE
{FT)
(FT}
SLOPE
SLOPE %
(FT)
LINER
LINER
(max)
(max)
1
5
1
3:1
1.5
133
STRAW WI NET
GRASS MIXTURE
2
10
1
3:1
3.3
90
SOD
SOD
PERMANENT S`rNALE DETAIL
NTS
THROUGH DOOR
)AT
2" SKIMMER DETAIL
0.5" ORIFICE) NITS
B' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 10
LINE VAR
2
/2 GA.
ATE
IIIII - IIHI
F = Bill
= IIIII IIIII
FRONT VIEW _
STEEL POST
FOR REPAIR OF SILT FENCE FAILURES, WOVEN WIRE FABRIC IS ALWAYS REQUIRED
USE No. 57 WASHED STONE. FOR SILT FENCE GEOTEXTILE FABRIC
ANCHOR WHEN SILT FENCE IS
PROTECTING CATCH BASIN. IN EACH
CASE THE SILT FENCE IS TO BE
PROPERLY ENTRENCHED do THE STONE o 0
SHALL BE AT A MINIMUM OF 16" ABOVE r '� FILL SLOPE
GRADE AT THE DIRECTION OF FLOW & N
BETWEEN 60 - 45 DEGREES.
M GRADE
._IIIII I' II-plll=
NOTES: -IIIII -1 _ _ 6' MIN. COVER*
0I I OVER SKIRT
- END OF SILT FENCE SHOULD BE TURNED UPHILL ANCOR SKIRT AS
- SEE N.C. STATE DENR PRACTICE STANDARDS do SPECIFICATIONS IIIII IIIII DIRECTED BY ENGINEER.
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPDES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW I I -IIIII
SHALL NOT RUN PARRALLIEL WITH THE TOE OF THE FENCE).
SIDE VIEW
D2 TEMPORARY SILT FENCE (TYP)
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* • •
• • •
• •
• -r • P
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (inches).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
A
W1� PIPE
FABRIC
SECTION'I
A
W2
(L + D)
OUTLET
(in)
(ft)
(ft)
(ft)
(in)
RIP RAP
(in)
FES-1
18
9.0
4.5
6.0
18
CLASS B
6
FLUME
4' WIDE
24.0
12.0
16.0
18
CLASS B
6
OUTLET-1
8
3.0
2.0
3.0
12
CLASS A
3
FES-2
g
$, 0
2.0
3.0
12
CLASS A
3
OUTLET PROTECTION
(TYP)
NTS
NTS
DEWATERING CONCRETE BLOCK
O OO OOp Op0 4 pM Og O ° O O p0�
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2.1 SLOPE, GRAVEL BERM
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED WIRE SCREEN
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM TEMPORARY SEDIMENT
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST POOL
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT DEWATERING
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH _ 16'
BLOCK OPENINGS. 1' ;AX.
2' --- ❑ ❑ . '.'...'.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE ;.
WIRE MESH NTH 1/2-INCH OPENINGS OVER ALL I l i l l l
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.3. USE CLEAN 'a'RAVEL., 3/4- TO 1/2-INCH IN SEDIMEI 's
DIAMETER, PLACED 2 INCHES BELOW THE TOP -p.b
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN) GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
NOT TO BE USED FOR SEDIMENT STORAGE
D1 BLOCK -AND GRAVEL INLET
PROTECTION (TYP) NTS
COMPACTED 2' MIN
STEEP CUT OR FILL SLOPE _ I-
-IIIII-IIIII=11�'- :
� IIIII-IIVII�
II IIIII' 2:1 SLOPE (MAX)
11�11--11'
_I11111111= IIII' ORIGINAL GRADE
STABILIZE DIVERSION DITCH
CROSS SECTION WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
UPSLOPE TOE POSITIVE GRADE 1.0% MAX.
2' MIN.
SIDE SLOPES
2 : 1 (MAX.)
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \
STEEP CUT OR FILL SLOPE
PLAN VIEW
TEMPORARY DIVERSION
DITCH /BERM (TYP) NTS
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
O Oo000 oUo 00 SO pOO �p0 Oo00000 p
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0�00 0 00 0 25' OR FULL WIDTH
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C3 o o ( SURGE STONE OR a o OR ENTRANCE,
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0 0 0 0 0 0 0 0 0 0 0 0
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PLAN
NEW CONSTRUCTION
EXISTING ROADWAY 35' MIN.---15' MIN.
o�00000 oo�
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T�II - III _ ' --
FABRIC UNDER STONE TP
TEMPORARY -CONSTRUCTION
ENTRANCE (TYP)NTS
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Issued Date By
Project No.
2011064
Checked By
PDP
Drawn By
PEH
Scale
1 " = 20'
Drawing
DETAILS
5
NTS
3
2
File Name
C5 102-DETAILS-GRA.d WQ
Sheet
C5102
6 OF 7 SHEETS

5
4
3
2
NOTES J
1. AKWASEAL LINER SUPPLIED BY ACF ENVIRONMENTAL (ACF). CONTRACTOR TO CONTACT A,/
STACI SMITH, PE WITH ACF AT [phone].
2. LINER SHALL BE INSTALLED PER MANUFACTURER'S STANDARDS'S AND SPECIFICATIONS.
3. INSTALL AKWASEAL LINER CAPABLE OF MAINTAINING THE PERMANENT POOL AT ELEVATION 15.01
.
4, CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING GROUNDWATER DURING INSTALLATION
OF LINER. THIS INCLUDES PREVENTING LINER FROM FLOTATION UNTIL PERMANENT POOL IS
BROUGHT UP TO NORMAL POOL ELEVATION AND THE FACILITY IS TURNED OVER TO THE OWNER.
5. LINER SHALL BE INSTALLED BELOW ALL TREE ROOT ZONES TO ENSURE ROOTS DO
NOT PENETRATE LINER AND THAT ROOTS HAVE ADEQUATE SPACE TO FULLY DEVELOP.
6. LINER SYSTEM AND RECHARGE DRAIN INSTALLATION SHALL BE OBSERVED AND
CERTIFIED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER. , f
7. LINER SHALL NOT BE VISIBLE FROM ABOVE THE WATER SURFACE, x
8. 12" SECTION BETWEEN BOTTOM OF WETLAND AND TOP OF LINER SHALL BE 4" OF TOPSOIL PLACED
OVER 8" OF SOIL.
TOP OF RISER
ELEV. 16.0
SHALLOW WATER
SHALLOW LAND
(TEMP POOL)
TEMPORARY POOL ELEV. 16.0
N
PERMANENT POOL n
w-
ELEV. 16.0
FORBAY
C BOTTOM OF FORBAY -�
ELEV. 13.0
AKWASEAL LINER (TYP)
(SEE LINER NOTES)
A3 SUBMEF
C5103 OUTLET
TOP OF DAM
ELEV. 17.0
I
4" PVC INV.=15.0
8" HDPE
24 L 0 /
REFER TO GEOTECHNICAL ENGINEER FOR
RECOMMENDATIONS FOR EMBANKMENT DESIGN
& INSTALLATION
ANTI -SEEPAGE COLLAR Al
(TYP) C5103
OUTLET PROTECTION A2
�,. C5102
DEEP DEEP I o -
.. "� /// \ POOL
POOL INV.=13.65
12" (TYP)
(SEE LINER NOTE 8) /\\/\ j / I ; ` ' ; FILL RISER STRUCTURE
WITH FLOWABLE FILL TO
FOREBAY BOTTOM OF DEEP POOLS INVERT
BERM ELEV. 12.50 (TYP)
ELEV. 15.0
CONCRETE A5
A5 RISER STRUCTURE ANTI -FLOTATION C5103
C5103 BLOCK
8" THICK
57 STONE BASE
NOTES:
1. REFER TO LANDSCAPE PLAN SHEET L1301 FOR PLANT MATERIAL
WET DETENTION POND DETAIL
NTS
PEEK ROOF TRASH RACK B1
C5103
4'-6"
CONCRETE
ANTI -FLOTATION BLOCK INV. 15.00
8" HDPE 8" HDPE
OUTLET PIPE OUTLET PIPE
1" 0 EXPANSION ANCHORS a
r
TYPICAL EACH SIDE I x 2' d
2" ANGLE IRON I PRECAST
4" X 4" X 518" X 3' LONG CONCRETE
TYPICAL EACH SIDE RISER
4 SPA. @ 8"=32" o m I 1
4 N °
2 4" PVC TURNDOWN 4 ° FILL RISER STRUCTURE 10
ORIFICE CAPPED WITH WITH PLOWABLE FILL TO Q
7" 1" HOLE DRILLED INTO CAP INVERT a °
(TYP} ° d d
A
(TYP) 4 I I d
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a 0'-7"
° e a' °
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d
a
2'-0" 1'-3" CONCRETE
r d
ANTI -FLOTATION BLOCK °
Q ` d
PLAN VIEW ti
4'-6"
A5
C5103
RISER STRUCTURE
ELEV. 16.0
SUBMERGED ORIFICE A3
OUTLET I005103
NOTE:
1.65' PUMP SHALL BE USED TO
DRAIN POND FOR MAINTENANCE
OR EMERGENCY PURPOSES.
.1" 0 EXPANSION ANCHORS
@ 8" O.C. TYPICAL EACH SIDE
ELEV. 12.00
ANGLE IRONS 4" X 4" X 5/8" X 3'
LONG TYPICAL EACH SIDE
8" THICK
57 STONE BASE
INV. OUT=13.5
CONCRETE CRADLE r{ A2
C5103
ITV ,SUd U Loial
STORMWATER BMP
MAINTENANCE A5 R
EASEMENT (TYP) C5103 (
w
INV. 1
NV. 13.50-�� 7 CIO
�f ..._.-.-
PLAN
PLAN VIEW
c3 WET DETENTION POND
SCALE: 1=20'
TOP OF RISER
ELEV. 16.0
4" PVC SCREW
TYPE PLUG
4' PVC STUBBED
4" PVC TEE INTO BOX
TEMPORARY POOL � ELEV. 16.0_
I I
PERMANENT POOL ELEV. 15.0
PRECAST
CONCRETE
12" RISER
NV.= 15.0
I I
I I
4" PVC CAP WITH 1"
HOLE DRILLED
SUBMERGED ORIFICE OUTLET
NTS
N
THE CONCRETE SHALL BE 3000 PSI CONCRETE.
THE MINIMUM THICKNESS, ON THE SIDES AND BOTTOM
SHALL BE 6". THE TOP OF THE CONCRETE SHALL BE
AT LEAST TO THE CENTER OF THE PIPE.
CONCRETE CRADLE DETAIL
C*
STRUCTURAL NOTES:
1. CONCRETE DESIGN IS BASED ON THE FOLLOWING STANDARDS:
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-89) AND
ALL SUBSEQUENT SUPPLEMENTS.
2. CAST IN PLACE CONCRETE DESIGN IS BASED ON THE FOLLOWING MATERIAL
STRENGTH:
A. CONCRETE (AT 28 DAYS): 4000 PSI (.46 MAX WATER CEMENT RATIO)
B. REINFORCING STEEL, ASTM A615, GRADE 60: FY = 60,000 PSI
3. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS:
A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"
B. EXPOSED TO EARTH, WATER OR WEATHER, WHERE FORMS ARE USED = 2"
4. CHAMFER ALL EXPOSED CORNERS OF CONCRETE WITH 3/4" X 45 DEG CHAMFER,
UNLESS OTHERWISE NOTED.
5, ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH "SPECIFICATIONS FOR
STRUCTURAL CONCRETE IN BUILDINGS" ACI 301 AND ACI PUBLICATION ACI-35OR-89
"ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES".
6. UNLESS NOTED OTHERWISE, ALL SPLICES, SENDS, STANDARD HOOKS AND OTHER
DETAILING OF REINFORCEMENT SHALL BE ACCOMPLISHED AS RECOMMENDED IN THE
"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"
ACI 315 AND ACI 318-89.
7, FORM FINISH IS ACCEPTABLE FOR WALLS, FLOAT FINISH SLABS, RUB EXPOSED
SURFACES.
8, CONTINUOUS RUBBER WATERSTOPS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS
IN RISER.
9. PRECAST MANUFACTURER TO PROVIDE #5 DIAGONALS AROUND PIPE OPENING IN RISER
BOX IN EACH FACE.
10. ALL WALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL SOIL OR CONTROLLED COMPACTED
FILL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSI. ACCEPTABLE SOIL BEARING
PRESSURE SHALL BE VERIFIED BY THE GEOTECHNICAL ENGINEER IMMEDIATLEY PRIOR TO
FOOTING PLACEMENT.
STRUCTURAL HDPE PLASTIC
Top View
I
2' x 2'
PRECAST
CONCRETE
RISER
ELEV B i
NOTES:
1. CONTRACTOR TO SUPPLY MANUFACTURER WITH RISER DETAIL FOR DESIGN OF
TRASH RACK.
2. CONTRACTOR TO CONTACT MANUFACTURER FOR INSTALLATION REQUIREMENTS.
3. SQUARE OPENINGS SHALL BE 6" OR LESS.
4. REMOVE BOLTS AND TRASH RACK FOR ACCESS TO RISER STRUCTURE.
PEAK ROOF TRASH RACK
6" (MAX.)
SQUARE
OPENINGS
Trash Rack Assembly
TRASH RACK MANUFACTURED
BY PLASTIC SOLUTIONS, INC.
Ai 1C,
a�a•�
PLASTIC SOLUTIONS, INC.
P.O. BOX 4386
WINCHESTER VA 22604
877-877-5727
WWW.PLAS'nC-SOLU TI ON. COM
NTS
81P
POURED IN PLACE
CONCRETE COLLAR
WATERPROOF
; ',
N
MASTIC (TYP.)
�4
- ,.--AR (TYPICAL EACH FACE}
NTS
* SEE DETAIL C5103 FOR PIPE SIZE
Al ANTI -SEEPAGE COLLAR
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Issued Date By
Project No.
2011064
Checked By
PDP
Drawn By
PEH
Scale
1 " = 20'
Drawing
DETAILS
File Name
C5103_DETAILS_GRA.dwa
NTS �j03 NTS
5 4 I 3
2
Sheet
C5103
7 OF 7 SHEETS

7
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5 4 3 2
j` PLANT 5Ch EDU LE
o N I TREE S CODE (STY. COMMON NAME f BOTANICAL NAME CAL HGT. REMARKS
9 m o I I
M AR 5 Armstrong Red Maple / Acer rubrum 3.0"
.._..15.........__
N 73'30'00" E 300 00' total' BN 2 River Birch Multi -Trunk / Betula nigra - 10'-12' HT.
�P
I; INS 9 Nellie Stevens Holly / flex x Nellie R Stevens - 8 -10
LM 8 Lavender Grape Myrtle Multi -Trunk / Lagerstroemia x `Muskogee` - 8'-10` Multi -Trunk
SOD
'1
+ MG 3 Bracken`s Southern Magnolia / Magnolia grandiflora 'Brackens Brown Beauty' - 12'
I
MV 6 Sweet Bay / Magnolia vs g Iona - 8 -10
I
8`-10`
PP 8 Longleaf Pine / Pinus palustris
SOD
QV 7 Southern Live Oak / Quercus virginiana 3.5"
S 3 \1
•a I • TD 2 Bald Cypress / Taxodium distichum -
SOD
It
w SHRUBS COD TY COMMON NAM TANICAL NAM HGHT COKIT PrkAA0VCZ
( ) AG 6 Glossy Abelia / Abelia x grandiflora `Edward Goucher` 30" HT & SPD
2 QV
10 IN ` I `, . ' + { ) (10)IN SOD
.I `: f .. �', / ,._,•-•-••• i _ �i - - +�i
AA 24 Red Chokeberry/Aronia arbutifolia 3 GAL.
QV(2)(7)PV
> AR(1) (9)IN
. BD 19 Butterfly Bush B ddleja davidii 'Blue Chip 18 HT & SPD CA 34 Summersweet Clethro / Clethra olnifolia `Pink Spires` 24" HT & SPD
1(0
SOD 1 I I
(7)PV �, z` ' `� ICB 10 Dwarf Burford Holly/ Ilex cornuta 'Burfordii Nano' 5` HT.
SOD
CA
I ORNAMENTAL GRASS A4 ~� ICC 34 Carissa Holly / Ilex cornuta Carissa 24 HT & SPD
f r PLANTING, TYP. L5102 SOD
f J (9)INS �•;L�;:�r •._ _;�. _:,�•,;'�``c. SODS
(1)LM ; ', �f I I �,, O IC 5 Chesapeake Japanese Holly /Ilex crenata Chesapeake 32 HGT &SPD
El ° ; 1 ' ; ? i • T'.• _ ` (9)IN IS 55 Soft Touch Japanese Holly / Ilex crenata 'Soft Touch' 12" HT & 18" SPD
If I o! r ! (5)IC I€ ! I a
ICB(3) * (3)MSMICB # t IN 119 Dwarf Yaupon / ilex vomitoria Nana 18 HT & SPD
(8)MS �;.Y (1)LM ; 6
IV 9 — I i IV 59 Virginia Sweets ire Itea vir inica 'Little Henry' TM 24" HT & SPD
CA(3) f I`<,.yi SOD 3)MS I I I j i I ,Wwf
I F o A{ JC 16 Sorgent Juniper / Juniperus chinensis sargentii - 3 GAL.
I� IS 18ILItl
i
II I I ♦};_ I ,°
IS(12) MS 49 Morning Light Silver Grass Miscanthus sinensis 'Morning Light' 3 GAL. Fully RootedF.F.E. 22.50
F I; ` ■ IV(9) I SOD j
I {!{ ;1 I ■ LM(1) ! :. MC 4 Wax Myrtle / Myrica cerifero 36" HT & SPR
I I �} I i I 7 ♦ iz � I SHRUB PLANTING BD(13) +•�IN(10}
20.00' WflHIN FHMS(3)
DRAINAGE ' o L5102
EASEMENT I I' j o DEN' TYP. ICC(14) � ./ • ,' ?- I ! PV 45 Heavy Metal Switch Grass / Panicum virgatum Heavy Metal'3 GAL. Fully Rooted
t
(8)!CC `,�•�• . a ` ,�g�' ��` � ,• � � � RU 49 Pink Indian Hawhorne / Rhaphiolepis umbeliai,a `Pinkie` 24" HT &SPD
ICC(9) SOD G{3
RP 26 Swamp Rose / Rosa palustris 3 GAL.
RU(17)
" RGREEN TREE
LM{1) "v='`' (7)MS L5102 i I _ GROUND COVERS CODE QTY COMMON NAME / BOTANICAL NAME CONT REMARKS
PLANTING TYP.
TREE + .. (i)LM
�PLANTING, L,5102 _ SOD ( 8)R� - ! { �, L ___..J ;1;�,^>:;; z.,, IL 411 Swamp Iris / Iris louisiona 4 pot@ 18 oc
<.
1 i �
(1)AR ! I (1 3)SL
1 l
I p SODS {6)RU1-- I (14}RP , I JE 260 Juncus / Juncus effusus 4"pot@ 18" oc
•ti �, SOD .' / E !(RP8) � j I i �y�`3 AA
I: r ;
DO NOT ENTER:. AA5 i a' � ,�.... ( � � •.:. - .. �
BN ° ° �f„v PC 281 Blue Pickerel Weed / Pontederia cordata 'Blue' 4"pot@ 18" oc
! I Al
h.vvvv
vvvv
I i .(1MULCH EDGETYP. CAR(1) _ L5102 A(OD PN(190}RU(8(18II
9)P
7)PV A3 SHRUB PLANTING TYP. SL(110)
vvvv °
PN 306 Common Pondweed / Potomogeton notons 4 pot@ 18 oc
I i (3)LM _� L51G2 Zt v ° � = ( 1)JE
B I ( __
1 (2) Qv - • l
(16)JC �' IN 10) f,. .. j/ '�°°
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II I I «.' , h i' t+m s' JvvtY ems+ �rwr y yy9?sLy ay' or V V`
N=513 933.51' Llj '
TD
E=2,647,101.74' (1 O)SIN(24)N=156 647.248 METERS JlipE=806 838.224 METERS f .E 9 PC(92
. j s �
IS(20) �- -- ^ .. � _ ) _ _ �'f�' � r � , ::2,i„ � y...�" '"f..• � (1 4)IV
169
A 73'30'00" W 300.00'(total)
!t N SODJE 142
{
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0 CD
SOD _ _..._ i 8..._ ....... _ _._.. _ _._. ~ 1 & -
I t _ 17.. M
SOD (24)IV { 6. I
INV=13 30 INV 13.1 , (1 1)CA (57. )J E
N
/ V�� ' .... Tar
S 73'30'40" W 300.00' total /
24 TERRA-COTTA PIPE
18.0
PK NAIL-ELEV6 18.42'
A 6ss-F T
1 — 6*SS-F 6"" SS. _. _ 6"SS-F
fRCEMAIN—T- T
UNDERGROUND PHONE
a,
00 Ak
G7ZL
�—
1NDERGROUND PHONE
EXISTING WATER LINE
NDERGROUND PHONE -
A5 PLANTING PLAN
• I I
I I I
SOD �l
20.
5
5 LANE DIVIDED HIdH WA Y
N
L1301-GRA•dwg
4
PLANTING NOTES:
1. ALL NEW PLANT" AREAS OF SITE ARE TO BE IRRIGATED AND
SYSTEM DESIGN SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR
TO INSTALLATION.
2. LANDSCAPE CONTRACTOR TO VERIFY LOCATION OF
UNDERGROUND UTILITIES BEFORE PLANTING.
3. PLANT SHRUBS 3 FEET FROM CURB IN PARKING AREAS.
4. PLANT MATERIAL WILL BE REJECTED UNLESS ANY AND ALL
PLANT MATERIAL ARE OF SIZE, SPREAD, CALIPER, GENUS, SPECIES
AND VARIETY SHOWN. ANY MATERIAL WITH EVIDENCE OF DISEASE
OR PEST INFESTATIONS WILL BE REJECTED. ALL REWORK WILL BE
AT THE EXPENSE OF THE 'CONTRACTOR. SUBSTITUTIONS WILL BE
PERMITTED ONLY UPON SUBMISSION OF WRITTEN PROOF TO THE
ARCHITECT THAT A SPECIFIED PLANT IS NOT OBTAINABLE.
5. ALL DISTURBED AREAS ARE TO BE STABILIZED WITH LAWN,
PLANTINGS, OR MULCH.
IRRIGATION DESIGN PERFORMANCE TABL
E
(CONRTACTOR TO FILL IN)
INITIAL PRESSURE
-
PRESSURE LOSS THROUGH
METER =
PRESSURE LOSS THROUGH
BACKFLOW PREVENTER =
PRESSURE LOSS THROUGH
PRESSURE REDUCER -
(SET TO DESIRED LEVEL)
PRESSURE LOSS THROUGH
LONGEST RUN OF PIPE -
(TO HIGHEST ELEVATION-)
PRESSURE LOSS THROUGH
ELECTRIC VALVE -
PRESSURE AT HIGHEST HEAD=
INITIAL PRESSURE
-
PRESSURE LOSS THROUGH
METER -
PRESSURE LOSS THROUGH
BACKFLOW PREVENTER =
PRESSURE LOSS THROUGH
PRESSURE REDUCER -
(SET TO DESIRED LEVEL)
PRESSURE LOSS THROUGH'
LONGEST RUN OF.PIPE -
(TO LOWEST ELEVATION)
PRESSURE LOSS THROUGH
ELECTRIC VALVE =
PRESSURE AT LOWEST HEAD=
RUN TIME OF COMPLETE SYSTEM, PER WEEK, TO
HRS/ WEEK=
PROVIDE 100% COVERAGE
IN JULY
RUN TIME OF COMPLETE SPRAY
AND ROTARY SYSTEM, PER WEEK,
HRS/ WEEK=
TO PROVIDE 100% COVERAGE IN JULY
RUN TIME OF COMPLETE DRIP
SYSTEM, PER WEEK,
HRS/ WEEK=
TO PROVIDE 100% COVERAGE IN JULY
3
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North Carolina
„,+ One -Call Center, Inc.
1 -800-6 32-4949
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Issued Date By
Project No.
2011064
Checked By
DRK
Drown By
Scale YM
1 "=20'
Drawing
PLANTING PLAN
File Nome
L1301--GRA.DWG
Sheet
Ll 301
4 OF 6 SHEETS

0
0
0
5 4 3 2
FFE 22.50
KEY FRENCH DRAIN ELEVATION: 20.92 Ar ` '''I
'I
SOLID PIPE — — — — — — �
PERFORATED PIPE
DIRECTION OF FLOW j
(FRENCH DRAIN) j
FRENCH DRAIN ELEVATION: 20.92
PERFORATED PIPE
- -DIRECTION OF FLOW
FRENCH DRAIN PLAN
1" = 10'—OR
0 10' 20'
LAWN AND/OR PAVEMENT I PLANT BED
1"
MULCH EDGE
N
L5102-DETAILS-GRA.dwg
VARIES SEE PLAN/ PLANTLIST
REMOVE MULCH FROM
CROWN OF PLANT
3" MULCH PER
SPECIFICATIONS
6" ROTOTILLED NATIVE SOIL
AMENDED AS PER
SPECIFICATIONS
RIPPED SUBSOIL \ R
OD
UNDISTURBED SOIL
MULCH
A4 ORNAMENTAL GRASS PLANTING
3'-0"
10" 1'-4" 10" 4"
R 6"
-21
o 1'-10"
�Y
BRICK VENEER COLUMN
COLUMN FOUNDATION
POST FOUNDATION
6" DIAMETER STL TUBE POST J
W/ CONC FILL - CENTER
POST ON COLUMN.
B3 GATE POST PLAN
SAUCER AROUND PIT
(DELETE WITH IRRIGATION)
ROTOTILLED NATIVE
TOPSOIL AMENDED AS
PER SPECIFICATIONS----�
CUT AND REMOVE
BURLAP ., O. 1/3
UNDISTURBED SOIL
SHRUB PLANTING
CURB
DUMPSTER PAD
1" X 6' CEDAR PICKETS ATTACH
W/ SS BOLTS & WASHERS
1/2" SQ. BAR SPACER WELDED
TO GATE & HINGE, TYP.
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6" PERFORATED PVC W/ FILTER SOCK
SLOPE AT 1% TO OUTLET (SEE PLAN) 19" DEPTH AT BEGINNING POINT
FACE OF 8" SOLID PVC BETWEEN FRENCH DRAIN
BUILDING & OUTLET- SCH. 80 PVC IF UNDER FACE OF
ROADWAY TO OUTLET BUILDING 6" PERFORATED PVC W/ FILTER SOCK
SEE PLAN SLOPE AT 1% TO OUTLET (SEE PLAN)
FOR 57 STONE 8" SOLID PVC BETWEEN FRENCH DRAIN
REMAINING SEE PLAN & OUTLET- SCH. 80 PVC IF UNDER
WIDTH 4" DEPTH RIVER ROCK- (LANDSCAPE FOR ROADWAY TO OUTLET
SUBCOSEE SPEC) TOP DRESS STONE AS STONE (SEE REMAINING
57 STONE
STRUCTURAL SPECIFIED. SEE NONWOVEN GEOTEXTILE
CROWN OF SHRUB TO BE
DRAWING STRUCTURAL FABRIC- SEE SPECS
6"� 1 "-1.5' ABOVE GRAVEL MULCH. DRAWING
NO GRAVEL TO BE AT BASE OF 6" TOP DRESS W/ 3/4" SIZE/
TRUNK SPEC D STONE
FLOOR
SLAB 4" DEPTH RIVER ROCK- (LANDSCAPE
FLOOR SUBCONTRACTOR) 1"-3" STONE (SEE SPEC) B
SLAB
2 5" MIN NONWOVEN GEOTEXTILE FABRIC- SEE
SPECS (LANDSCAPE SUBCONTRACTOR)
BUILDING — 3/16" X 5.5" ALUMINUM 1.
FOOTER --�_ ° — EDGING REQUIRED AT STONE z
• • R� _ I PERIMETER (EXCEPT WHEN BUILDING
= I = ---I 121�� I I_
R
r —� I —; ADJACENT TO CONC. WALK OR • • _ 3/16" X 5.5" METAL
a
• $ , : �— WALL) -SEE SPECS ; ; a EDGING REQUIRED AT STONE
'A -4 !— — j I PERIMETER (EXCEPT WHEN
CUT NONWOVEN GEOTEXTILE � � I=III=I
FABRIC AROUND SHRUB BALL . A .4. _ _� I I ADJACENT TO CONC. WALK
EXISTING GRADE RIP SIDES OF PLANTING DRENCH — --� — I OR WALL)-
SEE SPECS
PLANTING MIX PER SPECIFICATIONS WITH HARD RAKE EXISTING GRADE
OF SHRUB AREA
ADJACENT SURFACE
B2 SHRUB PLANTING WITHIN FRENCH DRAIN 61 FRENCH DRAIN (SEE PLAN FOR TYPE)
L5102 3/4" = 1'-O" 1 1' 2' 3' FrenchDrain-Plnt.dwg L5102 3/4" = 1'-O" U 1, 2, 1-dt06-French Drain-COL.dwg
* STAKE TREES UP TO 3" CALIPER NOTES: TREES SHOULD BE VIGOROUS, HEALTHY, AND WELL FORMED. TREE SHALL HAVE SAME RELATION
WITH TWO STAKES PER TREE FOLIAGE MASS SHALL BE FULL HEIGHT AND SPREAD AS PER TO GRADE AS IT HAD IN NURSERY
* STAKE TREES OVER 3" CALIPER SPECIFICATIONS.
WITH THREE STAKES PER TREE NEVER CUT LEADER
* TREE SHALL HAVE SAME RELATION MEAN PLANT WIDTH SHALL BE CENTERED ON TRUNK, AND SHALL BE
TO GRADE AS IT HAD IN NURSERY SYMETRICAL
2" BLACK NYLON 2/3 UP TREE 2 a
MEAN PLANT WIDTH * TRUNK FLARE: TOP OF PER TREE, STAKES— 2 PER TREE
ROOT BALL SHOULD BE
GRADE IN WELL DRAINED $" MULCH
SOIL AND UP TO 4"
2" BLACK NYLON" STRAPPING
�
ABOVE GRADE IN POORLY
CUT AND REMOVE BURLAP FROM
SET J OF ROOTBALLTOP
(TREES UP TO 3 CALIPER)
w
=
DRAINED SOILS. TRUNK
1/3 OF ROOTBALL a
'
ABOVE FINISHED
4'-6'; EXACT LENGTH TO
z
FLARE/ROOT FLARE
SHOULD BE CLEARLY
•
GRADE OR ACCORDING
BE DETERMINED IN THE
VISIBLE ABOVE GRADE.
SAU AROUND PIT
TO SPECIES AND
FIELD
.
ROTOTILLED NATIVE SOIL AMENDED Q
DRAINAGE CONDITIONS.
STAKES 2 PER TREE
AS PER SPECS
NO SOIL OVER
3" MULCH (DO NOT COVER
ROOTBALL CONSULT
TRUNK FLARE)
MEASURING POINT
SCARIFY SUBSOIL
LANDSCAPE-
ABOVE 4" CAL.
ARCHITECT
TOPSOIL
SAUCER AROUND PIT
MEASURING POINT
A Q•
A
DELETE W/ IRRIGATION
40 CAL AND
3" MULCH/1 "-2"
CUT AND REMOVE TOP 1 /3 OF
BELOW
OVER ROOTBALL
WIRE BASKET AND BURLAP
MULCH NOT TO BE
_
R
C%4
IN CONTACT WITH
FINISHED GRADE
TREE TRUNK
FROM TOPR1/3VOFBROOTBALL
�,
A
REST ROOTBALL ON
UNDISTURBED PEDESTAL
RIP\TI4L SUBGRADE
MIN. 4 BEYOND ROOT BALL
SET BALL 1/4-1/3 ABOVE
PROPOSED GRADE W RESPECT TO \ //i //i ae• MIN
DRAINAGE CONDITIONS. REST BALL
ON UNDISTURBED SUBSOIL UNDISTURBED SUBGRADE
(A2_"
TREE PLANTING
EVERGREEN TREE PLXkNTING
0
Ict
0
4
In
o
U
Lw
O
4_a
O
Issued Date By
Project No.
2011064
Checked By
DIRK
Drawn By
YM
Scale.
VARIES
Drawing
DETAILS
File Name
15102—DETAILS—GRA. DWG
N.T.S.
5
I-dt20-Plant-Mulch-COLdwg
N.T.S.
0
-dt2l -Plant-Perenniol.dwg
N.T.S.
3
I-dt22- Pla nt_Sh ru b-COLdwg
N.T.S.
2
I-dt23-Plant_Tree-COL.dwg L5� 1 �� J N.T.S.
I-dt19-Plant-Evergreen-COLdwg
Sheet
L5102
6 OF 6 SHEETS