SW8070808_APPROVED PLANS_20070906

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 '% 6`1 086
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2.00'1 Oq OL-a
YYYYMMDD

WHEE
3
18'
- 10'
PARKING STALL
H.C. PARKING SIGN
EDGE OF PAVEMENT /
a f
WHEEL STOP
18' I
TE STRIPES
7' 10'
HANOICAPPED
PARKING STALL
PARKING DETAIL
NOT TO SCALE
BLUE ON H.C.
STALL SIDE
WHITE
WHITE
BLUE ON H.C.
STALL SIDE
EGRET CROSSING CONDOMINIUMS
PHASE 1, SHEEP 1 OF 7
CONDO BOOK S, PAGE 317
S 40"27'20" W 1
0
78.0 50.0
//o OFFICE BUILDING
rxsTING 2000 SO FT
STRUCTURE / 101.50
FFE_ 102.co
cr-
o
o� 4 PA ES
5A N
TIE TO EXISTING PAVEMENT
FO%RRE CONDOMINIUM 11
EXSTWC
FFE '02.00
PROPERTY OWED BY EXiSTNG
DARSM PLC STRUCTURE
42 YALIPON WAY
OAK ISLAM, 14C 28465
1-9140-443-OW
CATCH
BASIN
TEI=£XI§ FG *AVEM€#i'
C
INLET AND OVERFLCW
to OFFICE BUILDING
3000 SO FT
PRO FFE 102.00
;7
7.0
50.0
C)l111P 0X
5
10.0
INLET AND OVERFLOW
SEE DETAIL ON SHEET C2
34.0 f 50.0 _
N OFFICE BUILDING
2000 SO FT
PRO FFE 101,50
4`.
®1
3
OFFICE BUILDING
3000 SO FT
PRO FFE 102.000
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SEE DETAIL-,
N
N 4.0
�I o : 6 PAC S
4 cc,@I 'X2 7 PAC
1 SS NS40'09'35�JE 150.00,
EX. 18�CMF�'
4594 LONG BEACH ROAD 4586 LONG BEACH ROAD
,SCH ROAD (NC 331
-w w w--w w
w w w w w w
SITE LAYOUT PLAN
SCALE : 1' = 30'
1
4-
TOP OF PAV'T.
WHEEL STOP DETAIL
NOT TO SCALE
XIST!NG
STRUC URE
FFE 100570
TIE TO EXISTING PAVEMENT
HANDICAPED PARKING
�oaoo
TING
JCTURE
CONIC. WALK
ASPHALT PAVEMENT PROPERTY OWNED BY
DARW, LLC
42 YAUPON WAY
OAK ISLAND, NC 28465
TIE TO EXISTING PAVEMENT 1-9140-443-9084
HANDICAPED PARKING
c INLET AND OVERFLOW
SEE DETAIL ON SHEET C2
SS SS SS SS SS SS SS
IRS
HEADER CURB
2.0" TYPE-2--
BITUMINOUS CONCRETE
Jo `g Q1�cI, y-'4'75,
6° ABC STONE _ �OF6 o°0.j° °� 0°004> °_o°°'tl°° o $Cb0 " OD` do °
3" LIFTS COMPACTED TO ow° 0,0 0 ga°°° ooP,°o =,ao°o�y
100% AASHO °R°°^°^:080m° n'. .,°0 00
SUBGRADE
COMPACTED TO 100%`
AASHO TO 6" DEPTH
ASPHALT PAVEMENT SECTION
NOT TO SCALE
/--5/8" REBAR (2 REQ'D.)
SECTION
SITE DATA
ADDRESS: 4582 Long Beach Rood (Tax ID 221 ID
041)
4586 Long Beach Road (Tax ID 221 ID
041)
4578 Long Beach Road (Tax ID 221 ID
039)
AREA = 1.033 Acres (45,000 sq ft)
ZONING = C-LO (COMMERCIAL - LOW DENSITY)
PROPOSED BUILDING AREA = 10,000 SF
PROPOSED ASPHALT PARKING = 22,754 SF
PROPOSED CONCRETE SIDEWALKS = 1850 SF
TOTAL IMPERVIOUS SURFACE = 34,604 SF
BUILDING SET BACK REQUIREMENTS (PER C-LD)
FRONT YARD ........ 40'
REAR YARD .......... 15'
SIDE YARD ........... 8'
OFF STREET PARKING REQUIREMENTS
MIN. SPACE SIZE = 10' WIDE x 18' LONG
NUMBER OF SPACES REQUIRED
1 SPACE PER 200 SF OF OFFICE RETAIL
(10,000SF/ 4 UNITS W/ 500 SO FT STORAGE EACH
NET SPACE = 8,000 SO FT/200 = 40 SPACES
SPACES PROVIDED: 39-10'x20' SPACES
+4 - HANDICAPPED SPACES
43 TOTAL SPACES
GENERAL
NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH
EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE
2. EXISTING SURVEYING PERFORMED BY VCM (SEE BELOW)
_
vJ S's
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION
J
AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE
SITE BENCH MARK
PERSONNEL.
CENTER OF SANITARY SEWER MANHOLE COVER
4. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE
ASSUMED ELEVATION 93.66
MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE,
ENERGY CONSERVATION, HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES
AND NATIONAL FIRE PROTECTION ASSOCIATED CODES AND AS ADOPTED
BY THE AUTHORITIES HAVING JURISDICTION.
5. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS
FOR EXCAVATIONS: FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO
ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH.
6. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED
1
PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER N WRITING
PRIOR TO ORDERING OR INSTALLATION. THE CONSTRUCTION SHALL WAIVE ANY
CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE
CON(TROL
JOINT (3/4" DEEP W/
EQUIPMENT.
1
PAD) 0 6' O.C.
7. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT
�4"
800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
LIGHT BROOMING
EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
1/2" EXP, JT. FILLER ® 48' O.C.
8. 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.
4' b
4" 3000 PSI CONC.
L b
Q O b
b
PAVING
NOTES
b
1. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT
1
STANDARDS INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT.
COMPACTED SUBGRADE
APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL
DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN
NOTES ALL ETGES
TO BE EDGED W/ 1/4" PAD
SAFETY AND TWO WAY TRAFFIC.
2. LANE. PAINT
CONCF
ETE
WALK
SECTION
SHALLEBEHAECHLORINATEDNRUBBERTALKYD,LFSPTTEP-1MEN5MTYPE IIIII, FACTORY
--�
MIXED, QUICK DRYING, NON -BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED
NOT TO SCALE
4578 LONG BEACH ROAD
-w w w w
30, 0 30' 60'
SCALE: 1"=30' (Horiz.)
SS
SS
LEGEND
ASPHALT PAVEMENT
"6
W CpNF. PAVEMENT
W p
TRAFFIC ARROW 411111111111111
AT OWNERS OPTION FOR NIGHT REFLECTING.
3. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED,
UTILITY NOTES
1. UTILITY INFORMATION
¶SHOWN HEREON bR�AVAILAB ESOURCEA DMAY ORMAYY NOT BE EOBTAINED OE
ITHERACCURA ACCURATE OR
ABEST
NC Bl COMPLETE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT
T LOCATIONS OF EXISTING UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE TO
ANY UTILITIES, EITHER PUBLIC OR PRIVATE, T� CENT HT'o M NINE HEREON. ANY APPROPRIATE REPAIRS
EUTIP IRSCSHALL
BE DONE TO THE SATIS ACTIONHEREON ROFOTHEHOWN
o Sp 3g 0,q RAI5
0 o gCING�EN1FRq�,o LOCATIONS WITH TH2. THE GENERAL OE UTILITY OWNERS.NTRACTOR SHALL CONFIRM FEES SHALL BELITHETY TAP
1 RESPONSIBILITY OF DEVELOPER.
0 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
o o ,� ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES
o IN THE FIELD PRIOR TO GROUND BREAKING.
0000
000 4. THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BE AS FOLLOWS: 1)
O "/FT FOR 4" LINES AND 2) 1/8"/FT FOR 6" LINES. CLEAN OUTS SHALL BE
PLACED AT 40' INTERVALS.
6\® 5. SANITARY SEWER SERVICES SHALL BE PVC SCH 40 AND HAVE A FINAL
COVER DEPTH 4'-0" UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
6. WATER SERVICE SHALL BE TYPE "K" COPPER FROM THE MAIN THROUGH THE
METER, THEN CHANGE TO PVC SCH 40 TO THE BUILDING. TYPE "K" COPPER
TUBING SHALL HAVE SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL
NOT BE USED FOR ANY PURPOSE ON THIS PROJECT. WHERE PIPING IS
HANDICAPPED RAMP REQUIRED TO RUN BELOW BUILDING SLAB, IT SHALL BE INSTALLED WITHOUT
JOINTS BELOW SLAB. ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF
NOT TO SCALE 3'-0" UNLESS SPECIFICALLY NOTED OTHERWISE,
7. EEC., TELEPHONE AND CABLE TV SERVICE ROUTING IS NOT PART OF THIS
PLAN.
8. SITE UTILITY CONTRACTOR TO PROVIDE WATER, AND SANITARY SEWER, TO
WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS TO VERIFY LOCATIONS
AND INVERTS PRIOR TO BEGINNING PIPE INSTALLATION,
9. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH BRUNSWICK
COUNTY PUBLIC UTILITIES REGULATIONS AND STANDARDS.
10. LATERAL SEPARATION OF SEWER AND WATER MAINS SHALL BE AT
LEAST 10 FEET, WATER MAINS CROSSING OVER A SEWER SHALL HAVE AT
LEAST 18" SEPARATION. WATER MAIN CROSSING UNDER A SEWER MAIN, BOTH
THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A
DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
Ij
NO WETLANDS EXIST ON SITE ?0jED L SURVEY PREFORMED BY
A ENU iR.Ot4Nt�.N� �'�'
Q ' 8238 Moores Chapel Road
`MiS51
N1ANA� tit C" r OUA�j
4C)N c yYA C. V S Charlotte, N. C. 28214
1
piVl� C C't C Phone: [phone]
Fax: [phone]
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11
SHEET
C1
JOB NO.
038-001

6"
BASE MATERIAL
-
�O+
CAST IRON CLEAN -OUT FRAME
& COVER - USF 7623
FINISHED PAVEMENT
24" SQ CONCRETE PAD
(2500 PSI)
8" PVC PIPE
r--12" A-2000 PVC
NOT TO SCALE
DIRECT ROOF DRAINS
TO ASPHALT PAVEMENT
AREA
EXISTING j I
STRUCTURE
FFE 102.00
j S
FONFR E CaND01NUlA /1
E10ST919
I ! FFE 102.00 %
EXISTING /
STRUCTURE /
DIR�CT ROOF DRAINS /
TO ASPHALT PA. MENT�
AREA
OBSERVATION WELL j
i
INFILTRATION TRENCH 'A"
1=--5F OF'.BOTTOM AREA.-.____ _
11 - 57 LF! (627 LF TOTAL)
12" PERF A-2000 PVC
33 LF 12 /A-2000 PVC HEADER
SEE DETAIL" OBSERVAAT10N WELL
52 LF 12" A-2000 PVC
INLET AND OVERFLOW -
7'X12"I CLASS B
STONE
EXIST. DITCH
It
WIRE FENCE AND
FILTER FABRIC
GRAVEL
STORM DRAIN
CATCH BASIN
STORM DRAIN RIP -RAP IAPRON
PLAN
LOPE = 0% TAILWATER
FLOW
STORM DRAIN - - - - -- -- - -
FILTER FABRIC N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
12" THICK, TYPICAL
RIP -RAP ENERGY DISSIPATER
NOT TO SCALE
OUTLET PROTECTION
VX17'X12" CLASS B
STONE
EORET CROSSM
RUSE 1, MEET OF 7 INLET AND OVERFLOW
COIOO BOOK & E 377 SEE DETAIL
99 ��� - ._ _ _ - - 98
97
_ 9e� 96
S 40'27'20" W 15 0' -1
---
p I ECT ROOF DRAINS
m l5HALT PAVEMENT
la.w
- --
Imm M1
,a.eo
0I11ICE BUILDING
OFF1C UILDING
EXISTING
000 SQ FT
2000 S
STRUCTURE
101.50
a
RO FFE 101.
FFE 100.00
m ,
Ia
,N laao
laao
I
r
,a.w
1220 12" A-2000 PVC
+aa
la.b
�
la.b
1 M
WELLSILT
JS�TION
FENCE
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la.q
10"
D
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5
ro
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w
0
3
OFF! BUILDIN
CE BUIL G
"
3000 Q FT
3000 S
P
WE 1 OD
O
FFE 100.00
PRO 102.00
Ia m�
EXISTING'.
STRUCTURE
Z
DIRECT ROOF DRAINS
® 9 TO ASPHALT PAVEMENT
@ @ of AREA
lmm ' lozao
tas
M1ww OBSERVATION WELL
60'------- 0,
_ _ _ _ - - - INFILTRATION TRENCH "A"
- - - - - - - 1881 SF OF BOTTOM AREA
- - - - - - �- 1 11 - 57 LF (627 LF TOTAL)
_ \ 12" PERF. A-2000 PVC
33 LF 12" A-2000 PVC HEADER
SEE DETAIL
_ _ _ _ �••'��_ �I� - 53LF - 12" A-2000 PVC
oD 112T
TEMPORARY
OBSERVATION STONE EN TRANCONSTRUCTION _
BL
OBSERVATION WELL
21 INLET PROTECTION
C SEE DETAIL
40'09' E
150.0
y6
INLET AND OVERFLOW
SEE DETAIL
'If MP
OwN -95 �gr=
-�
94
OUTLET PROTECTION
5'X17'X12" CLASS B
�NnLTRATIONENCH "C"
LONG . BEACH ROAD
(NC
133)
AREA
60161120LF(6720LFTOTAL)
12" PERF. A-2000 PVC
3-18 LF 12" A-2000 PVC HEADER
GRADING, DRAINAGE AND EROSION CONTROL
SCALE 1' = 30'
m °°°-
0 of
°ro o
(A,B&C)
76O
30' 0 3D'
SCALE: 1"=30' (Horiz.)
POST(4 REQ'D.)
FINISH GRADE
SUBGRADE
°,
_C
MIN
1. ANY CONSTRUCTION ACTIVITY BEYOND THE 1.03 ACRE LIMITS SHOWN ON THE
PLAN IS A VIOLATION OF THE STATE EROSION CONTROL ORDINANCE AND IS
SUBJECT TO FINES.
Am ❑ ❑❑ El❑ 1:1❑ ° FINISH GRADE 2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF
CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
AFF
3. CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETION, DEBRIS,
EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY
STORM DRAIN OTHER UNSUITABLE MATERIAL WITH IN THE LIMITS OF CONSTRUCTION.
CATCH BASIN
4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESWNTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.
5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE
REMOVED FROM THE SITE AND DOSPOSED OF IN A PROPERLY PERMITTED
FACILITY.
SILT FENCE BLOCK AND GRAVEL 6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW MATERIALS FROM
A PROPERLY PERMITTED OFF -SITE FACILITY.
NOTE: USE BLOCK AND GRAVEL INLET PROTECTION IN AREAS WERE SILT
FENCE INLET PROTECTION CAN NOT BE INSTALLED. 7. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 21
INLET SEDIMENTATION CONTROL CALENDAR DAYS.
NOT TO SCALE 8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT.
9. SLOPES SHALL BE GRADE) NO STEEPER THAN 3:1.
2.0" TYPE 1-2 10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD
EL. 101.20 INSPECTOR, ENGINEER, AND OWNER.
BITUMINOUS CONCRETE
".o• LOWEST EL. PER PLAN
geY. °.oe °sg-08 vo�o 11. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS,
6" ABC STONE - 0 o� o.-0 0 000% bO ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS
10 LIFTS COMPACTED TO °�A p0 a o-�o�° po _$o, N WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
12" PREF. A-2000 PVC
iT*, )
m
/---12" A-2000 PVC ELBOW
12" A-2000 PVC
(TYP.)
° �- 12" A
0 -2000 PVC TEE
o $ (TIP.)
0°0 °
° O 0
� 0' 0
°° ° 8 Oo #57 WASHED STONE
W/ FILTER FABRIC WRAP
NOT
12" A-2000 PVC HEADER PIPE
FROM INLET
"B" = 95.6'
"C" = 96.7'
LEGEND
�9 CPO 9CP EL. 99.95
a 0mo0 0 O
0 0 ° O
OGD 12" PERF. A-2000 PVC
0000
Ob 2? #57 WASHED STONE
po ° o(T
��0 0 0 ° FILTER FABRIC
A B & C EL 98.7 0 $i5 °8 BoC� °
NOTE: INFI TRATION TRENCHES A, B AND C HAVE BEEN DESIGNED TO H-20 LOADING
CAPACITY 3PECIFICATION WITH THE USE OF A-2000 PVC PIPE AND A MIN. OF 12" COVER
AVEMENT AND PIPE CROSS SECTION
NOT TO SCALE
V-6" 6"
0 -
'a �
HEADER CURB
I PLAN
IL HEA ER CURB CONC. FLUME OVERFLOW
(A, B & C) EL 100.20
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND
DISTURBING ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL
INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE
CLEARING AND ROUGH GRADING OPERATIONS TO ESTABLISH ANY DIVERSION
SWALES AND SILT FENCE.
4. ROUGH GRADE SITE AND INSTALL UNDERGROUND UTILITIES.
5. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED
UNTIL UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND
FINAL GRADES ARE STABILIZED WITH TEMPORARY VEGETATIVE COVER.
6. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON
AS FINAL GRADES ARE ESTABLISHED.
7. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE
STABILIZED, REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE
SEDIMENT FROM SEDIMENT BASIN AND RESTORE TO ORIGINAL DIMENSIONS.
EROSION CONTROL MAINTENANCE PLAN
1. 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.
2. THE SEDIMENT TRAPS SHALL BE CLEANED OUT MEN 1/2 FULL. GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS PROPERLY.
3. 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 OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER.
5. GRAVEL CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT
AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE
TO MAINTAIN 6 INCH DEPTH.
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 S.F.
TIME OF
SEEDING
INITIAL
RYE GRAIN
1-2 1B5.
NOV. THRU JAN.
25 LBS 10-10-10
13ROMTOP MILLET
1-2 1 BS
DUNE 7HRU AUG.
25 LBS 10-10-10
FILTER F BRIO o HEADER CURB
VERLAP _;;r OVERFLOW
12" A- 000 PVC
�I ^^^ PERMANENT SEEDING
HEADER PIPE ..................
PERF. A- 000 PVC
57 WASHED STONE
FILTER FA RIC
(A. 8 & C) EL 98.7
NOT N SCALE
EXISTING CONTOUR ----- 5-- -
-
SILT FENCE
h5
,O1
EXIST. SPOT ELEVATION
20.0
SPOT ELEVATION
SWALE
RIP -RAP OUTLET
43
PROTECTION
INFILTRATION TRENCH
60' I LIMITS OF CONSTRUCTION IOD
ROP INLET
IPE INVERT
& C) EL 98.7
SI IMP
SECTION
)) ♦ r•� ♦ . �I �)1
BEFORE YOU DIG
ST9632-49P49
CALL 1 80
N.C. ONE CALL CENTER
IT'S THE LAW
NO WETLANDS EXIST ON SITE
AMOUNTTIME
OF
GRASS TYPE
1000 S.F..
SEEDING
INITIAL
BERMUDA, COMMON
1-2 LBS.
APRIL THRU JUNE
25 LBS 1G-10-10
FESCUE, TALL
5-7 LBS.
JUNE THRU AUQ
25 LBS. 10-10-10
KENTUCNY 31
FEB. THRU OCT.
LSES, 0
SCE EEZA SLOPES
1-2 LBS.
MARCH THRU APRIL
25 LBS. 10-SO-SO
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND
GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER
THAN 3:1 SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER
OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE
PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON
THE PLAN.
AU G 3 1 2001
&
SURVEY PREFORMED BY
8238 Moores Chapel Road
Charlotte, N. C. 28214
Phone: [phone]
Fax: [phone]
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