SW8040228_APPROVED PLANS_20040702

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

I
Cothay Road site
I
Windgate Road
Golden Road I _
Pilots Rid a Road I I
Q
to o Q7o I I
P.
Vicinity Map
(No Scale)
1.08 Ac;
Drainage Delineation Map
(No Scale)
R-15
n /f
N.C. District Council
Assemblies of God, Inc.
D.B. 2524-486
Zoning: R-15
Land Use: Vacant
�� Carolina Beach Road °°
�`� S o 2 s 21
xb?�T - x� o x�
A� &o - Ex�tin I
-- --� .9 Ed ge of Pvm t. _
x _X 49'4S ------ -` \ ! /I 3-7 x�titifo
__ 1
X 47,y8 - _ _ ho. x'�XISTING 15" RCP
x- 4 I
I ;
fo
_W -
18i .94' _. � � ��X 5�� �r x 50��
- .. NW'39'18"W j0�85 } 1 fib. 0' x
x
1
RIM 44.0
- A P I'� F:
_
51, x
q
r 0 � k
_
1 5 x
c)
5
116 LF4 51_ RCP
I X 49 ,95
g�
s
ors of
gANCE
a°
x�
I �� ells $ as
©�
0.2
x°�
I{ xx j
/
INV 41.0
f
x / o$
50' Front Yard Setback
44.7
- ,
_ 7,.07' (Total)
r _ 157.08' - -
c�1
x
X
(240) rk��1 REMOVE . EXISTING CONCRETE CURB
& GUTTER AS REQUIRED
A
0
❑ a 6 -� TREE TO BE a2. ��''�
REMOVED I
>c ' x a x
x
a r 1 MATbH EXISTING ASPHALT ° 1
GRADS; 47.0f
.a Mj (240) I �,
� - w
xr ,-
70 ���6A \ / a .1 -TEMPORARY GRAVEL
O , °
r /R CONSTRUCTION -ENTRANCE
- x v a
x
r Q) 1 r
1
,r PkPOSED DOLLAR Q'.�
GENERAL PR POSE S OPS x Q3, o
4,800 4g'
9,100 SF P 4�45 � r � I � �d�°° x 44. x !b
r ELEV 4 .7 O 4 I
/ V ELEV 45.7 �o , �'0 1
IJ 6�
x Q38 A �1� I '
x 1
_ FUTURE
41�'a" " DEVELOPMENT
(5) 1 WATER SERVICE ` W/ 1
C so 4 WATER METER AND BACKFLOW
2 PREVENTION. VERIFY DEPTH, SIZE x 44:
Ix 45'4� AND MATERIAL PRIOR TO b
"� ' lz
INSTALLATION.
NOT �� a 5 ..: 3•
/ ALL ROOF DRAINAGE MUST BE �s� �A8 so ! x
DIR CTED TO THE INFILTRATION BASIN `� 415.0- �b I SAWCUT &RESTORE CONCRETE &
}.
(240) x , ` k 4 ,1 ASPHALT TO ORIGINAL CONDITIONS
/ 6" SS 00.6 MIN 9' CO 1 x:°id a13
T Yp l r x 5 5 9
(O x .�
18'x36CONCRETE 5� a� ' (1) 2" TAPPING.§SLEEVIr
'\ I NO. 3 DUMPSTER PAD fay z 2" TAPPING 'VALVE
ass RIM 43.8 ! I Ix
INV 39.9 �Y ZI •. -, ,
a y REMOVE EXISTING CONCRETE CUIiB
& GUTTER AS REQWREP�b
45.6 O ^� __ ! wl Q3.12 x
o Qi
-3 Ik x x 41'a
MATCH EXISTING ASPHALT
60' Rear Yard Se 12 LF 15" RCP---- ,?I GRADE; 44.0f
�240) k ! krl x 4A PORARY GRAVEL
STORMWEEB INFILTRATION POND / J a STRUCTION ENTRANCE
TOP OF BANK 43.0 15" FES w/
FLOOD POOL 42.5 10"x10'x12" ED SDMH NO. 1 x 329 I SD NO. 2
/ BOTTOM 38.5 INV 39.4 RIM 42.8 :. r 43.0
38.5 r INV 39l INV 39.9
Q110
12 LF 18" RCP 4 2 rI I 89 LF 18" RCP x rk2
EMERGENCY SPILLWAY; x I 36
ELEV 42.5 18" FES w/ rk x �a. go
42.5
10'x10'x12" ED ' ' x
' 43.5 � INV 39�4 5 SAWCUT &RESTORE CONCRETE &
5 31 ASPHALT TO ORIGINAL CONDITIONS
TSP TUR K 411
Ts x x,x x2 x,,., 20' Buffer ' x 44,a1
X
41,49 �2`a8 x X
20' Buffer --� z, _ _ - - T5F_ _ �13.
x e198.17' ��//�� x 41.o3 1J7'
•li i 1
' Drainage Est. �� 1 x 96 \ -x� .x /
x,�.,, -� �' 9 x 416 x 4r$? RIM 42.27MH / x a.l
pc 1.98 x�2.03 1 INV 34.26 EXISTINGI 5:1 I x 39
/ DRAINAGI` SWALE �- -- - -- / -
x °'2!3
646.84' (Total)
x 4z� S02'39'20"E -
R-15
6" SANITARY SEWER SERVICE;
MIN. 3' BURY. INV 35.3f
FIELD VERIFY INVERT, SIZE AND
x 448� MATERIALS PRIOR TO INSTALLATION.
1 /
Winds W. 2
Rldge,� SITE PLAN
I Subdivision 1" = 20'
I I BAR SCALE 1 "=20'
f
20' 10' 0' 20' 40'
n /f
The Golden
Road Group, L.L.C.
D.B. 3358-140
Zoning: R-15
Land Use: Vacant
x 44.41
REC"A411VED
JUL 0
DWQ
IP= #
B-1
(CD)
n /f
Sudaphon T.
Thompson
D.B. 3401-829
(Lot 2 - Ten Mile
Post Division)
M.B. 42/354
SITE DATA
TOTAL AREA (GROSS) 1.35 ACRES
NET AREA 1.23 ACRES
POND SITE AREA 0.12 ACRES
LOT COVERAGE 60%
/ ZONING B 1
EXISTING BUILDING AREA 0 SF
PROPOSED BUILDING AREA 13,900 SF
BUILDING HEIGHT 12'
TOTAL PARKING SPACES REQUIRED 35-56
TOTAL PARKING SPACES PROVIDED 41
EXISTING ASPHALT AREA 0 SF
O^ PROPOSED ASPHALT AREA 14,820 SF
EXISTING CONCRETE AREA 0 SF
�M PROPOSED CONCRETE AREA 3,350 SF
II^ TOTAL IMPERVIOUS AREA 32,070 SF
Ml
FUTURE IMPERVIOUS AREA 32,000 SF
LANDSCAPING AREA REQUIRED 1.185 SF
(8% OF PARKING)
LANDSCAPING AREA PROVIDED 1.904 SF
FOUNDATION PLANTINGS REQUIRED 331 SF
(12% OF BUILDING FACE)
FOUNDATION PLANTINGS PROVIDED 340 SF
NO WETLANDS EXIST ON THIS SITE
c 'i f
'1 1 :A:>:
TE�� ''��u LEGEND
OL C�a EXISTING CONTOUR
�t 0YU
EXISTING SPOT ELEVATION [
o r
�4T- PROPOSED SPOT ELEVATION /
CURB INLET w/INLET PROTECTION
--� STORMWATER RUNOFF DIRECTION r
' CONCRETE AREA��
FOUNDATION PLANTING AREA •
CH)
LANDSCAPING w/AREA
LIMITS OF DISTURBANCE
SWALE
-- X TSF TEMPORARY SILT FENCE
REVISIONS
Description I By
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DATE 6-28-04
DESIGN PGT
DRAWN MBH
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SHEET
I
1 OF 2
03114
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,s>rF� Ji-.. +•,I 'i,, . - -'.. 1,'.1..F�

1'-6" x V-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
PEERVED WI READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL, o
��(( f� BOLT TO WD. POST W/ 3/8" CANDIUM o
P{IRi11NU PLATED NUTS. BOLTS & WASHERS. ❑
:-° 9" x V-O' x .080 STD ALUM. SIGN
® B READ 'VAD. ACCESSIBLE".
BOLT TO WD. POST WITH 3/8" CAI+lDIU
PLATED NUTS, BOLTS do WASHERS
9- x l'-O" x 080 STD ALUM. SIGN
r 1Z, _ TO READ "MAXIMUM PENALTY $100, ,
G5 20-37.6". BOLT TO WD. POST 2
IX?IORS WtlTa 3/8' CANDIUM PLATED
LEGEND AND BORDER - GREEN NUTS. BOLTS dr WASHERS.
WHITE SYMBOL ON BLUE BACKGROUND PRESSURE TREATED 4-x4" POST. INDEED
BACKGRCXJTID -WHITE
1-1 /2"R 1-1 /2"R(TYP)
MAXIMLIIv1 �/� - I- III IT
P� oo'Y /6"mMPi /a"( ) -I I1f I I� kl II^I 1=
GF�D p p�R�E�ENp rip I=III=
T AG UK RpUND RWH17E- GREEN BACKCROUNO BO WMMHEN- GREEN
TYPICAL HANDICAPPED SIGN DETAIL
00
OD
0 1 1/4`
0
o A o rn
A 10 3/4" SIDE ELEVATION
L REINFORCEMENT
Igp
12" E STEE
PLAN VIEW
P;O�L IYPC� ENE
ELEVATION SECTION A -A
MANHOLE STEP DETAIL
NTS
WHERE RUNOFF IS DIRECTED
AWAY FROM CURB GUTTER
SHALL SLOPE AWAY AS SHOWI
CLASS A CONC.
ASPHALT-� SLOPE 3' L3=
7E Lip.
DRAINAGE AWAY FROM CURB
n
CLASS A CONC.
ASPHALT SLOPE 3fi 3"
"
r P
1
�4
DRAINAGE TOWARD CURB
CURB SECTION
NS
NC OT TD. NO.
APPROVED EQUAL
PRE -CAST
s�
3000 PSI CONC.
SEE -PLAN FOR PIPE
ORIENTATION & SIZES
SECTION
CURB INLET DETAIL
2 ".
e 1.
SM)EMiAIK THK SHALL 4' UNLESS NOTED OTHERWISE.7
2X4 WOOD FRAME?
2.
CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3.
THICKEN SIDEWALK TO e" AT DRIVEWAYS.
4.
THICKEN SIDEWALK TO 6- IN LAST 3- WHERE IT ABUTS PAVEMENT
WITH NO CURB. m
5.
1/2' EXPANSION JOIN (E J.) REOUIRED AT 50' MAX. AT SIDEWALK 1
JUNCTIONS. AT SiRUCTURREESS,. AND AS NOTED ON SITE PLAN. +`
6.
PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLINO CURB OR STRUCTURE.
7.
REINFORCE w/Sx6-10/10 W.W.M.
CURB40'
MAX SPACING
-
cmm\
k
O
.1
• %Fb ii 11S R�l 'Do
%PEACES &r�NG
TOP OF COMER
DTTOM OF COVER
%a V-11 1/2-
SMANUFACTURERS) V-9 5/8'
G.RR. E NIS d� SON
2.NO.
MDEWE-RY B-N_�g4s
NO. MH-RCR- 001 1'-10 3/4"
3. VULGW
N0. OLIAL MM�MMUM 1�
OR EQUAL 2'-9 T /4" RING - 1
COVER - 120
SECTION A -A
MANHOLE FRAME AND COVER
NTS
aff
AW
xxww
wrlt:non
PLAN
61 v
ei-io/le awa►-J L oats =
wr�ur
TYPICAL SIDEWALK AND
WHEAL CHAIR RAMP DETAIL
FRAKE � W�1' � aSGRMOI EL CH-BN-2001
�OASPHALT PAVEMENT
ELEV. VARIES
NTS
WOOD OR STEEL STAKE
FABRIC
Uf
W
RUNOFF WATERI
W/SEDIMENT_iSEDIMENT Df�OP INLET
w GRATE
8URIED FABRIC SKIRTAS DIRECTED BY ENG
6
V U
2X4 WOOD FRAME WOOD OR
PLAN BLDG-5TRI A STEEL STAKE
1/ate 1ppLEp j�8-�xtTDEEPD D INLET BURIED FABRIC SKIRT
,WI JOINT
w GRATE
1�
0
�L49ON41'
2w
MATERIAL [6- ABC STONE(NCDOT)
6' ABC STIDNE(NCDOT) THER
ATCESS
CORNERS
EXPANSION JOINT (E.J.) CONTRACTION JOINT (CA)
SIDEWALK JOINT DETAILS NOTES:
NTS 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB/ 1INCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY 8 PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 13ACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
SEDIMENT POOL. BURLAP MAY 13E USED FOR SHORT-TERM
APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT OVERLAPPED TO THE NEXT STAKE.
METAL WiTH A MINIMUM LENGTH OF 3 FT. 8, THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
A MAXIMUM OF 3 FT APART. AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
TOP OF BANK THE GROUND, APPROXIMATELY 18 INCHES DEEP.
ELEV. 43.0
TEMPORARY FABRIC DROP INLET EROSION CONTROL
NTS
• POND SLOPE TO BE SEEDED 1N ACCORDANCE
TO SEEDING SPECIFICATIONS
• BOTTOM OF INFILTRATION BASIN SHALL BE
COVERED WITH A 4" LAYER OF CLEAN SAND
INFILTRATION BASIN SECTION
NTS
2-1/2 G.A. o
ELATE WIRESI IT
1W
a
6R II
1
k
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
R/W
STANDARD WATER VALVE BOX
& COVER MARKED C.O: CONE. CURB & GUTTER
CONC. SIDEWALK
SEAL CLEAN -OUT
STACK w/DUCT TAPE !PVC OR CIP
(SEE NOTE 2) - 1/8, BEND
PVC OR CIP SEWER MAIN
PLUG w/4' SINGLE TEST
PLUG w/WING NUT 4' TAPPING SADDLE
(SEE NOTE 2) TEE AIR WYE
(SEE NOTE 1)
NOTES,
1, SEWER TAPS TO BE PERFORMED BY CITY
CREWS EXCEPT WHEN TEES DR WYES ARE
INSTALLED IN NEW MAINS LAID BY THE
L" INTRACTOR.
2. THESE ITEMS SHALL BE INSTALLED WHEN
NU HOUSE CONNECTION IS MADE AT C.O.
GUIKLMS FLa? STANDARD CLEAN -OUT
SANITARY SEWER H.7USE SERVICE
NTS
1. V,4TER AETEIPS' Mr N K Pl@7V = BY TIC CITY
ANCHOR FABRIC SKIRT 2 ALL VAr& AET,E]PS AWT k' Li ATEB VITHIN fV&lC
AS DIRECTED BY ENGINEER Rlt' r-ar--NAYS AII&w EASEII�NTS
.2 VAMP AtrAW 914L AOT BE LX47EB IN IJRIVEVAYS
u �u
NOTES:
I. FENCE FABRIC SHALL BE A M. OF 32- IN WIgTH AND
SWILL HAVE A MIN. OF SiX LINE WIRES WiTH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1 /2- LONG
NTS
•f��r1I
,.,..lr.�ll•:tea-
' .�.e>t'�e7if•'W�
FIN
PiPE S12
INDICATE
ON THE
INITIAL
CLASS
COARSE AGGREGATE -
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
)A. CLASS
1' MIN. CLASS
Vh1 W R/V VIBTH PrWTS
G4ST may A£TER B17w
i- SINVALK
TYPE 7r ZFr G7JPPE7P TUBIAG `�AGNFLLER M-1f22
KIM YLIL'F V/l2 RISER
FLFB VF66-12, VF77--12
I I/,2" OR ,2'" rA4TRR SUFILT
NTS
ICET�inT�II:7�e�
FOUNDATION FOUNDATiON
MATERIAL WTERIAL
PVC PIPE DUCTILE IRON PIPE
PIPE BEDDING DETAILS
BACK FILLD
COMP
FOR STATE HWY. REPAIR: 2' SURFACE & 8" BASE
FOR STREET & DRIVEWAYS: 2" SURFACE dK 8" BASE
FOR PARKING LOT REPAIR: 2- SURFACE O 8" BASE
PAVEMENT REPAIR DETAIL
2- TYPE 1-2 (NCDOT)
-8- ABC STONE (NCDOT)
NOTE: 15
N-S �FI A% EONS.
w OWNEINA
R & GEOTECHNICAL
E NEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
SITE WORK NOTES
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDMONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
R/W
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
STANDARD WATER VALVE BOX
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
& COVER MARKED C:O. CONK. CURB &GUTTER
CDNC, SIDEWALK
flLL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
7
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
Ev
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
L'_5
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
SEAL CLEAN -OUT
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
STACK w/DUCT TAPE PVC DR CIP
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
(SEE NOTE 2) 1/8' BEND
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RSWD
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
PVC DR CIP SEWER MAIN
11.
EXISTING SURVEYING PERFORMED BY HANOVER DESIGN SERVICES, PA. AND SUPPLIED BY THE OWNER.
PLUG w/W SINGLE TEST
12.
THE CONTRACTOR SHALL FIELD VERITY ALL DIMENSIONS AT THE SITE, FURTHERMORE
PLUG NUT 4' TAPPING SADDLE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
OWING
(SEE NOTE 2) TEE OR WYE
PRIOR TO INSTALLATION.
(SEE NOTE 1)
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
NOTES, 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 COVER
1. SEWER TAPS TO BE PERFORMED BY CITY AT FINAL GRADE.
CREWS EXCEPT WHEN TEES OR WYES ARE 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
INSTALLED IN NEW MAINS LAID BY THE METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
CONTRACTOR. OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
2. THESE ITEMS SHALL BE INSTALLED WHEN 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
NO HOUSE CONNECTION IS MADE AT C.O. WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SiGNS. LIGHTS
GUIIIELIICS FNJR STANDARD CLEAN -WT OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
SANITARY SEWER HOUSE SERVICE ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
NTS SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TiMES.
R RM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
LATE WINTER do EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE Wacre)
RYE (grain) 120
ANNUAL LESPEDI ZA (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.
SEEDING DATES:
Mountains - Above 2500 ft: Feb. 15-May 15
Below 2500 ft: Feb. 1-May 1
Piedmont - Jon. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2.000 lb/acre ground ogricul-
tural limestone and 750 lb/acre 10-10-10 fertilizer.
MULCH
Apply 4,0D0 LB/Acre 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 im-
mediately following erosion or other damage.
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (Ibacre)
PENSACOLA BAHI/GRASS 50
SERiCEA LESPEDEZA 30
COMMON BERMUDIAGRASS 10
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. Whoma neat oppearence is desired, omit serieeo.
2. Use common Bermuda gross only on sites where it cannot become a pest.
Bermuda grass may be replaced with 5 LB/Acre centipedegrmw
SEEDING DATES
AM 1 - JULY 15
SOIL AMENDMENTS
Apply ram and fertilizer according to sail tests, or apply 3,DO0 LB/Acre ground
agricultural limestone and 500 LB/Acre 10-10-10 fertilizer.
113. coNc ETE STa
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD. FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SMALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
22, FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WiLL BE
PAID FOR BY THE CONTRACTOR.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL),
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SiTE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL., BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY,
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
RYE (grain) 120
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAIN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
Fallow recomendations of soil tests or apply 2.000 LB/Acre ground
agricultural limestone and 1,000 LB/Acre 10-10-10 fertilizer.
MULCH
Apply 4.000 LB/Acre Straw. Anchor straw by tacking with asphalt, netting.
or a mulch anchoring tool. A disk with blades set nearly straight can be
MULCH
Apply 4,ODO LB/Acre grain straw or equivoknt cover of another sritable mulch.
Anchor by tacking with asphalt, raving, or netting or by crimping with a mulch
te tad. A diskwith blades set nearly straight can be used as a mulch
anchoring
MAINTENANCE
RefertNlize the following April with 50 LB/Acre nitrogen. Repeat a requires.
re
May be mowed only aa year. Where a neat appearance appearance 1s desired, omit
used as a mulch anchoring tool.
MAINTENANCE
Repair and refertlfze dammed areas immediately. Topdross with 50 LB/Acre
of nitrogen in March. If it Is necessary to extend temporary cover beyond
June 15. overseed with 50 LB/Acre Kobe (Piedmont and Coastal Plain)
or Korean (Mountains) lespedezo in late February or early March.
FALL --WINTER
Serkeo and mow as often as needed.
PERMANENT GRASSING DETAIL
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SEEDING MIXTURE
SPECIES RATE (Ib/Odle)
SPECIES
TALL FESCUE (Mend of two or
GERMAN MILLET 40
Rl� improved vo��) 200
25
In the peldmornt and mountains, a small -stemmed sundongress may be
SEEDING DATES
substituted at a rate of 50 LB/Acre.
JANUARY - APRIL
SEEDING NOTES
ALx;<sr - I>E
MOUNTAINS - MAY 15-AUG. 15
SOIL AMENDMENTS
PIEDMONT - MAY 1-AUG. 15
COASTAL PLAN - APR. 15-AUG. 15
Apply lime and fertilizer according to soil teats. or apply 3,000-5.000 LB/Acre
1,000 LB Acre 10-10e 0 fertilizer (uselower rate on sandy sails) and
SOIL AMENDMENTS
Follow recomendations of soil tests or apply 2,000 LB/Acre ground
MULCH
agricultural limestone and 750 LB/Acre 10-10-10 fertilizer.
Apply 4.000 LB/Acre groin straw or equivalent cover of another suitable mulch.
MULCH
Anchor by tacking with aspholi, roving. or netting or by crimping with a mulch
anchoring tool. A disk with bkidw set nearly straight can be wed as a mulch
anchoring tool.
Apply 4.000 LB/Acre Straw. Anchor straw by tacking with "it, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
MAINTENANCE
MAINTENANCE
Fertmze according to soil testa or apply 40 LB/Acre nitrogen in January or
Februmy, 40 LB in September and 40 LB in November, from a 12-4-8. 16-4-8.
Refertilize if growth is not fully adequate. Reseed, refertiYze and mulch tm-
9 ly odeq
or aim' turf fertTizer' Avoid fertilizer applications during wane weather, as this
increases stand knsses to disease. Reseed, fertrTize, and mulch damaged areas
mediately following erosion or other damage.
mmed'iatey. Mow to a height of 2.5-3,5 inches as needed.
REVISIONS
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