SW8981129_Approved Plans_20080409

NOW OR FORMERLY
WCM ENTERPRISES LLC
PARCEL ID: 02800008
DEED BOOK: 1223 PAGE: 223
USE: VACANT LOT
ZONING: CO-HM
(1) 2" WATER TAP ' V
(2) 1 " METERS
(2) 1" BACKFLOW PREVENTOR MATCH EXISTING
(2) 1 "X 1 -1 /2" INCREASER ASPHALT GRADE 6" TAPPING SLEEVE, VALVEBOX, &
MATCH EXISTING ±41.0 RESILIENT SEATED GATE VALVE
APPROXIMATE LOCATION ASPHALT GRADE (2) 1-1/2" WATER SERVICE 2" SSFM
OF EXISTING 12 WATER MAIN ±42.8 ( ) 18 FES
�� 36" MIN BURY °�
APPROXIMATE LOCATION INV 37.0
OF EXISTING 6" SS W/5'X 10'X 12" ED
R/W _ - ...... _ _ -�-
�`
EOP - ------ - - -----
..........
- - - - - - - - - - - - - - ----� 8" INV 38.0 CH ECK VALVE, PLUG VALVE, & VALVEBOX
MER_C.ANTILE DRIVE - -
60' PUBLIC R/W 1OX70 SITE TRIANGLES
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O� 20' NCNG EASEMENT
20 NCNG EASEMENT
ELE ATIO 44.89 36'-
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YP. �° NOW OR FORMERLY
cv 8 @ WCM ENTERPRISES LLC
4"SS C.O. , W PARCEL ID: 02800008
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..: - TYPICAL � .:, .-: -•..: -• -•:. •••- - •••�•• '� (CONTINUED FROM ACROSS STREET
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G' `' W J C' DEED BOOK: 1223 PAGE: 223
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LELAND INDUSTRIAL PARK i �' HC SIGNS
10 EXISTING' DI '> 0° ZONING: CO-HM
MAP BOOK 19 PAGE 124 FHC SIGN -P
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CA/ rri 404 WETLANDS
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- OWNER: NOWAK & WARWICK LLC
1 -�
T 8" SCH 40 SITE ADDRESS: 2220 MERCANTILE DR.
LOT ry @ 0.4% MIN. I
EX I STAG _
l I -P I -{ BRUNSWICK Co. PARCEL No.
1 15"RCP �' 1-STORY UILDIN� OFF-STREET LOADING AREA 02200019
o' 18 000 SF-f { 1 2 X 55 TOTAL AREA 6.5 ACRES
�:- o E 'a, DISTURBED AREA .56 ACRES
EXISTING BUILDI IG EXISTING Cl
YARD INLET; F'; -cn ZONING CO IG
(TYPICAL) .Q y t USE COMMERCIAL WAREHOUSE
F.F. EL. 430
# ' c14
/ t r °? No. OF 3UiLDINGS 2
EXISTING BUILDING 8 SCH 40 I W (249) BUILDING ADDITION 11,500 SF
��:. 20 @ 0.4% MIN. t
(69') I y. 66.08' TOTAL BUILDING AREA 47,380 SF
CD J !
1 2"RCP @ 0.5%
t £
STING D.I.
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EXISTING
EXISTING D.I.
CONCRETE
RETAINING
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OF SWALE
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APPROXIMATE LOCATION OF EXISTING SPOIL PILE
TO BE REMOVED AND DISPOSED OF BY CONTRACTOR. o -�
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NOW OR FORMERLY
CLOVERLEAF ESTATES LLC
PARCEL ID: 02900004
DEED BOOK: 2307 PAGE:1237
USE: RESIDENTIAL HOUSE
ZONING: CO-R-6000
SITE PLAN,
BAR SCALE 1 "= 40'
40' 20' 0' 40' 80,
120'
/EXISTING FOREBAY
TST No. 1 �i NORMAL POOL 36.0
' BOTTOM 33.0
60'
EASEMENT
EXISTING Cl
BUILDING SETBACK
24 00 _ p
S45'52'43"E 9.95'
FIN - n' I P/ I 1 1
R 1p (I
PIPE PLUG FOR _..._.
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__FUTUR-E___S.ERVhCE ...._...
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12"RCP@0.5% EXISTI G Cl EXISTING' Cl
w/12" PLUG f
NO CURB (FUTURE ACCESS)
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FUTURE DEVELOPMENT
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o 100 SDMH NO. 2 ' n7
RIM 40.0
EXISTING D.I. I INV. 35.7 �
NOW OR FORMERLY ' NOWAK & WARWICK LLC ' W
5 DRAI�GE EASEMENT -
(TYP AL ALL AROUND) : PARCEL ID: ,0220001902 W
40- ,DEED BOOK: 1261 PAGE: 8, 2 W
4„R-eP'
USE: ,.VACANT LAND ,
ZONING: CO-HM �W W
22 -A W
39.5
38.0 4'x4' OUTLET STRUCTURE; I \�
36. SMALL,`ORIFICE)
W -ram
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29.5
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24" F. E S. INV. 35.5 W
S45.52'43"E 27.30'
w/15 x15 x18 E.D. W 00 STONE CHECK DAM
33.0 I w
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305.34' _31--.24 _S36-3 17 W 7 .28 131.31 ,-
V.
1 9'
EXISTING DETENTION POND
TOP OF BANK 39.5
FLOOD POOL 38.0
NORMAL POOL 36.0
BOTTOM 29.5
NOW OR FORMERLY
HARVEY LEWIS & KATHY R SUMMERLIN
PARCEL ID: 0230009101
DEED BOOK: 1163 PAGE: 264
USE: VACANT LOT
ZONING: CO-R-6000
DITCH
TOTAL ASPHALT AREA
62,470
SF
TOTAL CONCRETE AREA
3,582
SF
EXiS T INC !MPERVIOUS AREA (TOTAL)
50,601
SF
PROPOSED BUILDING ADDITION
FOOTPRINT
11,500
SF
TOTAL iNIPERVIOUS AREA
113,432
SF (40%)
PARKING REQUIRED:
10
WAREHOUSE-1 PER 5,000 SF
(17,880/5,000)
PARKING PROVIDED:
80
LOCATION MAP
LEGEND
EXISTING CONTOUR
DROP INLET w/INLET 'PROTECTION
-►- -►- STORMWATER RUNOFF DIRECTION
CONCRETE AREA
LIMITS OF DISTURBANCE
TSF X TSF TEMPORARY SILT FENCE
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mTOMMISSION
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NOTE: ALL SURVEY DATA TAKEN FROM CONSTRUCTION
DRAWINGS OF SITE. ENGINEER ACCEPTS NO
RESPONSIBILITY FOR DEVIATIONS OF ACTUAL
CONSTRUCTION AND CONSTRUCTION PLANS.
LIGHTING PLAN BY OTHERS
REVISIONS
Date Description IBy
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DATE 04-07-08
DESIGN PGT
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07021

)LED
JLAR
CTION
PLAN
3000IDPSIALK 6„
CONCRETE EXP. JT•
1 8":1 MTL�
6x6-10/10 W,W•M. COMPACTED
SUBGRADE
SECTION
CONCRETE SIDEWALK CONTROL JOINT
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DEFAIL-
NTS
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1 /2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
CURB 50' MAX. SPACING
Lr i a W
.J:
C.
e G
PLAN BLDG.-STRUCTURE
1/8"R TOOLED 1/4"x1" DEEP'w/AN
JOINT 1 /8 R TOOLED JOINT
.14
I
1 /2" EXPANSION
JOINT MATERIAL
EXPANSION JOINT (E.J.) CONTRACTION JOINT
SIDEWALK JOINT
DETAILS
NTS
2-1/2 GA.
EDIATE WIRE
6" x V-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
RESERVED WITH IDENTIFICATION SYMBOL.
BOLT TO WD. POST W/ 3/8" CANDIUM
❑ !
PARKING PLATEDNUTS, BOLTS & WASHERS.
9 x 1' -0 x .080 STD ALUM. SIGN
TO READ "VAN ACCESSIBLE".
BOLT TO WD. POST WITH 3/8" CANDIUM o
PLATED NUTS, BOLTS & WASHERS
0
49" x 1'-0" x .080 STD ALUM. SIGN o
TO READ "MAXIMUM PENALTY $100,
�.. 12)? GS 20-37.6". BOLT TO WD. POST 00
COL.iRS WITH 3/8" CANDIUM PLATED °c
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS. FINISHED
WHITE SYMBOL ON BLUE BACKGROUND GRADE
BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST.
1-1 /2"R( ) - 1-1 /2 "R(TYP)
MAXIMUM
0') PENALTY � VAN
1 00 /8"(TYP) ACCESSIBLE 3/8"(TYP)
1 I =1 1
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN =1 = I lu 1= I=
BACKGROUND - WHITE BACKGROUND - WHITE
TYPICAL HANDICAPPED SIGN DETAIL
NTS
p0
�O
�G
Q 0�
000
PJ
6' MI
2„ - 3„
COARSE AGGREGATE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE_
NTS
2" TYPE 1-2 (NCDOT)
�� 8" ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION.
NTS
4" CONC. SIDEWALK
I-w/6x6-10/10 W.W.M.
SEE ..
SEE PLAN
SECTIONFILTTR FABRIC
•• •'
�M`IRAFI...E .
ENERGY DISSIPATOR_
NTS
C° AS.P HALT
-III-I 1 I -II I_
4" 8"
------ STEEL OR WOOD POST I
WIRE FABRIC TURN DOWN SIDEWALK
FILTER FABRIC NTS
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
❑ l�
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL 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
TEMPORARY SILT FENCE
NTS
1.5 I.D.
A TL PIPE A
24"RC I
PLAN
GALV. BAR GRATING - 1" x 1 /8" BEARING BARS. FASTEN WITH
TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" 04" GALVANIZED ATTACH GALVANIZED WIRE
ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE. CLOTH OVER SMALL DIAMETER
3 ORIFICE (8 MESH .020 IRE)
TOP OF BANK i„�zTTI'° 1
39.5
=1�1 FL 10D POOL 38.0
24"RP
INV. 36.0( INV. 36. 1ORMAL POOL 36
INV. 25.5
KtL
TEMPORARY
11-11=- GRAVEL
l,6" 1. 4.'-0" L6"L --1f-1�- FILTER
III -
SECTION A - A "-"'-- BorroM 29.5
MITI=1t1-=L�11�=III-
�I
DETENTION
POND OUTLET STRUCTURE-
NCDOT CLASS A OR B
EROSION CONTROL
FILTER
FABRIC
SECTION A -A
STONE CHECK DAM
NTS
HAND RAIL -SEE ARCH.
I 8
2X4 WOOD FRAME
WOOD OR STEEL STAKE
�! FABRIC
D FRAME
ZOP INLET
/GRATE
GATHER
�-- EXCESS
AT CORNERS
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON,
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH
(50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY
SEDIMENT POOL. BURLAP MAY BE USED FOR SHORT-TERM
APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT
METAL WITH A MINIMUM LENGTH OF 3 FT.
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO
THE GROUND, APPROXIMATELY 18 INCHES DEEP.
TEMPORARY FABRIC DROP
2 5 CONT. IN CONC.
FIL ED BOND BEAM- GALV: HORIZ. JT.
REINF. 0 8" O.C.
-III-III-I � I---1 I I -III -I
0
FILL CORES SOLID w/GROUT
0 REINFORCING
e •
2" PVC, DRAINS 0 4'-0" #4 0 24" O.C.
COVER w/FILTER FABRIC
CLOTH SEALED & NAILED
TO WA I 2 1 /2
#4 0 12" O.C.
00 � ITI I I ITI �,I lil l I I I I I iI I l l i r-2" CLR.
O
�. �-3" care. Lpa m z<' O.C.
TYPICAL RETAINING-- WALL SECTION-
NTS
U
RUNOFF WATER
w/SEDIMENT - �-
SEDIMENT ,
BURIED FABRIC SKIRT
AS DIRECTED BY ENGINEER-
BL
I
DROP INLET
w/GRATE
KE
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
OR 12 INCHES OF COMPACTED SOIL.
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
OVERLAPPED TO THE NEXT STAKE.
8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
INLET EROSION CONTROL
SEE PLAN FOR PIPE Y
ORIENTATION
T- I I I I
F I I 7
Mn I I CASTING
NOTE: USE DEWEY BROS.
(1 CH-BN 3A FOR CATCH
BASINS AND CH-13N-47
FOR YARD INLETS
CONC. COLLAR-------t�
PLAN
1'-0"
CONC. COLLAR �---�-{ ASPHALT PAVEMENT
ELEV. VARIES
2 0
BRICK MASONRY
w
FLOW
-
-
4»
3000 PSI CONC.
°.. .
00
NOTE:
DROP
INLET TO HAVE SAND
SECTION
TRAP
DROP FOOTING
SHOWN&
DROP
INLET
DETAIL
NTS
SEE IN ACCORDANCE
WITH GRASSING DETAIL
-I -I I • 7 S�0-
pE -I
SEE SITE PLAN FOR INVERT
TYPICAL GRASS SWALE-
NTS
6'
TOP OF BANK EMBANKMENT
EL. 39.5
FOOD POOL EL 38.0
z
NORMAL P00� tO � NORMAL POOL EL 36.0
EL. 36A
�1 6
FOREBAY 3 MAIN POOL
BOTTOM EL. 33A �
3
3 BOTTOM
EL 29.5
DETENTION POND & FOREBAY SECTION,
SITE WORK NOTES
T MEASURES
REVISIONS
1.
2,
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
No
Date
Description
By
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.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL,
11,
EXISTING SURVEYING PERFORMED BY ARNOLD CARSON, PLS AND SUPPLIED BY THE OWNER.
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER,
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
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
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
18.
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
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-1 15, TYPE 111, FACTORY MIXED, QUICK 'DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR
NIGHT REFLECTING.
20.
DUCTILE IRON SHALL BE CLASS 50.
21 •
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI @ 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.
23.
SEE GEOTECHNICAL REPORT NO - ---------, DATED -------, BY ---------
------ FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
2.
3.
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK' DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
H
i4
0
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN,
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
CLEANED OUT AS STATED OR WHEN HALF FULL.
w
[--�
5•
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
6,
7•
8.
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
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.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
y
[--�
--
Z O
9,
10.
1 ' ,
MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE " LESS EFFECTIVE.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPEETION -0F' CONSTRUCTION.
SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION
ALL PERMANEN
F-4
MAINTENANCE PLAN
W W
i • ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
Q 1.4
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
LATE WINTER &EARLY SPRING
TEMPORARY GRASSING DETAIL
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BEPERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
SEEDING MIXTURE
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
•
,SPECIES RATE flb/acro)
THE SITE, IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
0.4
Rye (grain) 120
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
Annual lespedezo (Kobe in
Piedmont and Coastal Plain,
•3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
Korean in Mountains) 50
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
01% cc
Omit annual lespedezo when duration of temporary cover is not to extend
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
0 C\2
beyond June.
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
SEEDING DATES:
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
It
Mountains - Above 2500 ft: Feb. 15-May 15
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
Below 2500 ft: Feb. 1-May 1
Piedmont - Jan. 1-May 1
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
.,-••I
Coastal Plain -Dec. 1-Apr. 15
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
' 0
SOIL AMENDMENTS
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
Follow recommendations of soil tests apply 2,000 Ib/acre ground ogricul-
tural limestone and 750 lb/acre 10-100 fertilizer.
ACTIVITY ASSOCIATED WITH A SWALE.-10
r l
W V
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
� O
MULCH
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER, STAKES MUST
Z Q) (Z) co
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
CU
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
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
�
Lo to
USED AS A MULCH ANCHORING TOOL
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
c) ( I 0
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
�, Z
NTENANCE
MAINTENANCE
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
�..�
Q0
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
ram, E
mediately following erosion or other damage
OR IS .DAMAGED.
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
THE ROCK IS DISLODGED. BAFFLES
F�1 W
�' h-I I I Z
Y) O O O W
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
CL4
�
RATE
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
(� ~
SPECIES �,Ib/acro)
40
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
^ N
~� �'-+ O
GERMAN MILLET
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
}-•I
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
EE��••--II 0 N
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
e--� r-I 4 0
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
SEEDING NOTES
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
MOUNTAINS - MAY 15-AUG. 15
PROMPTLY, SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
PIECOADMTAALL PLAN - APR. G. - 15
-AUG. AUG. 15
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
WILL BE KEPT CLEAN. •
SOIL AMENDMENTS
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL-
TURAI_ LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
VEGETATIVE COVER, ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS, ALL
I
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
MULCH
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY..
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
SPRING -SUMMER
PERMANENTGRASSING DETAIL
�/fj'�
MAINTENANCE
SEEDING MIXTURE
�` �� •'''''•••�
Ii'°.•`y �%
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IM-
MEoIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SPECI RATE (Ib/Gcl ei
FALL
��.'Q�OF�
-WINTER PENSACOLA BAHIAGRASS 50
PERMANENT GRASSING DETAIL COMMSERICEA LE RMUDA4 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
TAIL FESCUE So
-
S E A L
-
= 0 `
y : 17374 : Q
FALL GRASSING DETAIL
SEEDING MIXTURE
'`\�
SEEDING MIXTURE
,SPECIES RATE ,la/acro) SEEDING NOTES
T FESCUE (BLENDOR 1.
USE SITES
���j�• •FNG I NEB. • •'
'�� ORE�
SPECIES- RATE (Ib/acro)
-
THREE IMPROVED VARIETIES) 200 2. COMMON B RUDAGRASSE ONLYONDISOLATED WHERE IT CANNOT B -
\\ N`
Rye (grain) 120
RYE (GRAIN) 25 COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPED
SEEDING NOTES
SEEDING DATES
JANUARY - APRIL SEEDING DATES
4 0 7 0 8
MOUNTAINS - AUG. 15-DEC. 15
AUGUST - DECEMBR APRIL 1 - JULY 15
DATE 0 - -
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
DESIGN PGT
SOIL AMENDMENTS
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5,000 lb/acre
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre
DRAWN EJ B
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
1,000 lb/acre 10-10-10 FERTILIZER. GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER.
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
MULCH
APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH
APPLY 4,000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR AMULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP -
LNG WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN / COVER OF ANOTHER SUITABLECRIMPING
BE USED AS A MULCH ANCHORING TOOL APPLY 4,000 Ib ocre GRAIN STRAWOR HALT,EQUIVALENTROVING,
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
C2
USED AS A MULCH ANCHORING TOOL.
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
MAINTENANCE
Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 lb/acre NITROGEN IN JANUARY MAINTENANCE
SHEET 2 OF 2
Of rntrogen in March. If it is necessary to extend temporary cover be and
June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Ploinr
OR FEBRUARY, 40 lb IN SEPTEMBER AND 40 lb IN NOVEMBER, FROM A 12-4-8,
16-4-8. OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPUCA71ONS DURING REFERTILIZE THE FOLLOWING APRIL' WITH 50 Ib/ocre NITROGEN. REPEAT AS GROWTH
L
0 0 n
or Korean (Mountains) lespedezo in late February or early March.
WARM WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE, REQUIRES. MAY BE MOWED ONLY ONCE' A YEAR. WHERE A NEAT APPEARANCE IS
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES DESIRED, OMIT SRICEA AND MOW AS OFTEN AS NEEDED.
AS NEEDED.

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Andrew Jackson Hwy
Northwesti ;
District
vi,
NTS
al
SAWCUT & ,RESTORE
ASPHALT TO EXISTING
TIE IN TO SANITARY SEWER
FIELD VERIFY LOCATION, SIZE AND INVERT
PRIOR TO INSTALLATION
CONDITIONS - v
50 GRAVELLED
(1) 2" WATER TAP CONSTRUCTION
50' GRAVELLED (2) 1- METERS ENTRANCE
CONSTRUCTION (2) 1- BACKFLOW PREVENTOR
ENTRANCE (2) 1 "X 1-1 /2" INCREASER
MATCH EXISTING
ASPHALT GRADE
(2) 1-1/2" WATER SERVICE ±41.0
(36" MIN BURY)
MATCH EXISTING
"-18"
FES
ASPHALT GRADE
18 FES
f42.8
INV 39.7
INV 37.0
W/5'X 1 O'X 12" ED
W/5'X 10'X 12" EIS
�w �a � •�.�. � � �i � �
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lIMCANTILE D�� _
-
18"
INV 40.0 ` _` _
18" INV 40.0
14,5, -98' (TIE TO P.K. NAIL AT CENTER LINE INTERSECTION OF
"S34'30'38"W
24 C.M.P. _
.
- -- -- - 1
_ _ -N35'40'27 E
2..
--
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MERCANTILE DRIVE AN
.
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650.00'
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10' STREET YARD
_
WELLINGTON YARNS \ \
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TYP.
LOT 51 SECTION 11 SITE DATA \ � 4"SS C.O. ; 3) �,' f (269
LELAND INDUSTRIAL PARK \ / �, r °` 2 = J
}:
n.
c 4
- 0
TY ICAL ,;;::: q
\ ( )
IT ADDRESS � ''�`�`�
MAP BOOK 19 PAGE 124 SITE D S LOT 52, LELAND INDUSTRIAL PARK $
'.. "..<,.. :.;. `^ .•t'i• •A dry . �•t :,?�:.. X __ y
.... ,:;�. CURB
TAX I.D. # 02300099 \ _ ` DI No. 1 � �� �� a ( ) OPEN'IN
ZONING CLASSIFICATION: COMMERICfAL (CO-HM) "" `� RIM 41.3 HC SIGNS DI No.
9 R 5 W
HC SIGN '~ INV 38.85 x - i :3 5'
PRIMARY BUILDING/PROPERTY USE: PUMP REPAIR (GARAGE SERVICE) :-
RIM 41
SECONDARY BUILDING/PROPERTY USE: LIGHT MANUFACTURING <..r ( INV 39.3 ,' �o �)
/ (2) 4" ESS SERVIC`',, 0 '_ =-180 10 27 /
SETBACKS FRONT: 50' REAR: 50' / - 01.0% 3 18=_ f t
" MIN BUDDINGtK (195) h Ix
LEFT SIDE: 10 RIGHT SIDE: 10 1 (36 MIN BURY) -- _� " F 0 �•o r 404 WETLANDS
ZONING CLASSIFICATION AND USE(S) OF ADJOINING PROPERTIES: / :fit: �� 8 SCH 40 cF. EL. 4 .0
c,2- x
0 0.4% MIN. / J
CO-HM 02200019, 0280t008, 02300096 LEFT, FRONT & RIGHT { :4 -+ ;
v
CO-R-6000 0230009101 02900004 REAR ` CO TYP.
BUFFERING OF RESIDENTIAL USES ON ADJOINING PROPERTIES: NOT REQ'D !` zt. 27.2' REF. " ' -,-- YARD INLET 100' r'' f Cl No. 3
00 2,
a�. -+' r , :r (TYPICAL) ` R25' r RIM 40.5
MINIMUM LOT SIZE 10,000 SF t " TYP. •s J
/= 8 SCH 40 247 - / INV 37.0
COMBINED LOT AREAS 6.50 ACRES (283 140 SF EXISTING BUILDING <•' ( � h `' N x , ,T
x g �, (CE, r ER TO BUILDING)
®0.4% MIN. ``j
PROPOSED LOT AREA 2.08 ACRES (90,604.8 SF) F.F. EL. 43.0 69, 2 J, R ti' �`� �`� ��''
�.
j O
,
_r . , % . SED DES � BED AREA 2.1 ACRES �� 1,423 SF) 32.2% �, ` r•:. , , R 38 Q
• ::ACCESS -- 5D' ( 18"RCP 24'
EXISTING BUILDING AREA EASEMENT • 5 20 �0 5 R TYP SETBACK (246') r ?�
18,000 SF 50 100 _ 18 (BETA CT.) 4 --►-
PROPOSED BUILDING AREA 18,000 SF .% x A-2
TOTAL BUILDING AREAS 36,000 SF Cl No. 1 j 347)
1 c' /
( o,
EXISTING ASPHALT AREA 31,211 SF '' RIM 40.9
PROPOSED ASPHALT AREA 32,346 SF INV 36.20 L2
TOTAL ASPHALT AREAS 63,557 SF =
z � (2) PIPE PLUGS _ 2 4' - .5 %�---•a-1 o ���� ;f 2 . �7' TOTAL ,v
EXISTING CONCRETE AREA y 1,500 SF :: FUTURE --SERVtCn, �" - - �-- X sF � o
PROPOSED CONCRETE TOTAL CONCRETE AREA 2,069 SF`r „ x 10'X10' DUMPSTER PAD x DMH No.1
S 3,569 SF . :z 1 ? RCP@0.5% � Cl No,.' 2 �� S L W
- v, AND ENCLOSURE i RIM 4U.0
j _� w/ 12 PLUG �1 RIM 41.7 '
_. - _-_ -
EXISTING IMPERVIOUS AREA 50,711 SF INV S6.75
INV ,�6.60 ; �'
PROPOSED IMPERVIOUS AREA 52,415 SF 12" CP @ 0.5% NO CURB (FUTURE ACCESS) ;
-- (CANTERED) y
TOTAL IMPERVIOUS AREA 103,126 SF > 11 N D . 1.
f
PROPOSED LOT COVERAGE 57.8% SF 41 ~
.. - EXISTING D.I.
REQUIRED LANDSCAPING AREA 2,588 SF
PROVIDED LANDSCAPING AREA 2,915 SF �� r,I ` _ �� �" FUTURE, "DEVELOPMENT
CURBED PARKING SPACES REQUIRED 45
W
CURBED PARKING SPACES PROVIDED 45 y 0- x I
HANDICAP PARKING SPACES REQUIRED 1 i i ( I
/ W
HANDICAP PARKING SPACES PROVIDED 2 ; �� p oo SDMH N0. 2 - I
' RIM 40.0 W
LEGEND ' EXISTING D.I. INV. 35.7`
f i
_ ---32- _...- - EXISTING CONTOUR ,
- 5 DRAi,�E EASEMENT W
W W
32 EXISTING CONTOUR
° 29.63 EXISTING SPOT ELEVATION
EG
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION
-•--- --•-- STORMWATER RUNOFF DIRECTION
•' ` .` CONCRETE AREA
LIMITS OF DISTURBANCE
TOP OF WALL ELEVATION
X TSF X TEMPORARY SILT FENCE
143) LANDSCAPING AREAS & SF
10' WIDE STREET YARD
(T)PICAL ALL AROUND '
e , � W
-40-
4--RCP 1(6IF
9
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,
- .5 --�--� -
w
39cn ��
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_1 ti '\ W NORTH! c ` INA e � .� O N P
.E. INV. 35.25y. - 36 _'�� _ /' -:.� ;fi,:'�C,�_--\jii fir. `� w €."y a„
1 �__ '1 2 �- W`e`ea s$`' s§�,"s` d a.,n=S�'';
000000000 � s i � k DIVISION
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oonoaano
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33.0 ,.__- __ __ _. _.____ ____ ____._ n._-.._.,
�I _-�-Ifi-j j` pf. (�I ��.._,i Jfj
REVISIONS
tionDescripB°tP y
.. .__... .-� t ,. ,anaauoct ,. t•. Li. ,I i i i-
-L DITCH
TS F
F - - ,
�1 raeonf
'swam_ .. _ l
"mom _"" 305. 34 __ -� - _ 7 $S i
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-
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07
SEAL
_
f F IING F RLBAY
t`��)€?��,�lAI_. POOL 36.0 I 1737 4
_ _._ r.0 .�. T O 33.0 E ,� i� 1 I I\J : LSE �� I �._ 1 ;
NORMALr Cl'
NOTES: MARVEY SUMMER IIVoTTOM r
1) CONTRACTOR SHALL COORDINATE WATER AND SEWER SERVICE CONNECTIONS BOOK 262 PAGE 80 r l DATE 1-08-07
SITE PLANWITH BRUNSWICK COUNTY PERSONEL TO CONFIRM CONNECTION LOCATION, ', � DESIGN PGT
1 " = 40' SIZES, GRADES, MATERIALS, ETC. PRIOR TO INSTALLATION. rt DRAWN ER
2) CONTRACTOR SHALL FIELD VERIFY EXISTING NCNG GAS MAIN LOCATION
AND INVERTS AND PROTECT DURING UTILITY CONNECTIONS. CONTACT
ENGINEER WITH CONFLICTS PRIOR TO INSTALLATION.
40 30 20 10 0 20 40 ram,
3) CONTRACTOR SHALL FIELD VERIFY EXISTING NCNG GAS MAIN LOCATION '
r - z
AND INVERTS AND PROTECT DURING UTILITY CONNECTIONS. CONTACT
r.�
ENGINEER WITH CONFLICTS PRIOR TO INSTALLATION. �
4) PROPOSED LIGHTING STRUCTURES AND ORIENTATION TO BE PERFORMED BY OTHERS. DATE
ALL EXTERNAL LIGHTING WILL BE INTERNALLY ORIENTED AND WILL NOT EXCEED h-
._: - FORTY FEET (40') IN HEIGHT. E `�, BAN 0 9 2007 SHEET 1 OF 2
PROPOSED LIGHTING STRUCTURES AND ORIENTATION TO BE DONE BY OTHERS. 0�098
ED BETWEEN
1 11

NOTES: 2X4 WOOD FRAME - - LATE WINTER & EARLY b: MF F 11kC REVISIONS
V-6" x 1'-O" x .080 STD. ALUM. -----^ WOOD OR STEEL STAKE TEMPORI Y Nis DETAIL.
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. HANDICAPPED PARKING SIGN FABRIC SEEDING MIXTURE DOOM Description By
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. TO READ "RESERVED PARKING" SPECIES RATE �bf acre)
RESERVED Rye (grain) 120
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. WITH IDENTIFICATION SYMBOL. o
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT BOLT TO WD. POST W/ 3/8" CANDIUM o � io
WiTH NO CURB. PARKING PLATED' NUTS, BOLTS &WASHERS. _
5. 1 2" EXPANSION OI I NOTE n in Mountains) 50
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
/ J NT (E.J.) REQUIRED AT 50 MAX. AT SIDEWALK 9 x 1 -0 x .080 STD ALUM. SIGN 1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1 PER COURSE Korean ou )
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
TO READ "VAN ACCESSIBLE". � ''
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT BOLT TO WD. POST WITH 3/8" CANDIU o 2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
PARAWNG CURB OR STRUCTURE. PLATED NUTS BOLTS &WASHERS RUNOFF'' WATER J Omit annual lespedeza when duration of temporary cover is not to extend
w/�M� � beyond June.
7. REINFORCE w/6x6-10/10 W.W.M. �, OOOO SEEDING DATES: y
9 x 1'-0* x 080 STD ALUM. SIGN 0 .�....�s Mountains -Above 2500 ft: Feb. 15-May 15
DROTO READ MAXIMUM PENALTY $100, a �� _ O Z SEDIMENT w/G INLET Below 2500 ft: Feb. 1-May 1
CURB 50' MAX. SPACING 12" GS 20-37.6". BOLT TO WD. POST 1 i w' ''RATE + Piedmont - Jan. 1-Noy 1
' M
+ Coastal Plain - Dec. 1-Apr. 15
OLQRS WITH 3/8" CANDIUM PLATED 00 BURIED FABRIC SKIRT �
LEGEND AND BORDER -GREEN NUTS, BOLTS do WASHERS. AS DIRECTED BY ENGINEER 'S SOIL AMENDMENTS
WHITE SYMBOL ON BLUE BACKGROUND FINISHED
BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST. GRADE ( h
4 • .. .tee • - .• �-
e • ' : • ���� _ tual limestone and 750 lb/acre 10-10-10 fertilizer.
e, .. �.
` Follow recommendations of soil tests or apply 2,000 lb/acre ground agricul-
,4 ..'
a' 1-1 /2-R( ) 1-1 /2"R(TYP) p
MAXIMUM _z �� SPRING -SUMMER MULCH
m PENALTY vAN 8" I i = 111 h � �,�• PERMANENT GRASSING DETAIL APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
lu �} / (rYP) / (TYP) =I I (-I I I� kI I i-III= s SEEDING MIXTURE OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
�►*'• O +'� USED AS A MULCH ANCHORING TOOL.
III=i I I ==I ((=III i SPECIES RATE (lb/acre)
_ _ PENSACOLA BAHIAGRASS 50 MAINTENANCE
• p _ SERICEA LESPEDEZA 30
MEND AND BORDER GREEN ��GGEN ANpp BOR�D�R GREEN
-) ((-I I=III- 2x4 WOOD FRAME WOOD OR COMMON BERMUDAGRASS 10 n mulch im-
KGROUND - WHITE BACKGROUNDI - Y/t1R
• _ =III=III=�1 I I STEEL STAKE
GO MAN MILLET 10 Refertilize if growth is not fully adequate. Reseed, refertilize and c
TALL FESCUE 50 mediately following erosion or other damage.
TYPICAL HANDICAPPED SIGN DETAIL DROP �'�'� F" S"
SEEDING NOTES TES! SUMMER GRASSING DETAIL
f 1.f�1- B�.-STRUCTURE N� 2. USE1. RE A COMMONTB RUDAGRASCE IS S ONLYOND, OMIT SERICEA.
ISOLATED SITESHERE IT CANNOT BE-
�� _ COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre cENTIPEDEGRASs. SEEDING MIXTURE
�1/'�"R TOOLED 1/4"x1" DEEP w/AN _- .�, ' A SPECIESRATE (Ib/acre)
JOINT 1/8"R TOOLED JOINT - PLAN
,..-� GERMAN MILLET 40
-- SEEDING DATES
4" CONC• IDEWALK " APRIL 1 - JULY 15 IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE
w/6x6-10/S10 W.W.M. �E1i MINS.WEGHiS: do COVER PRECAST 4 RISER RING
. Q � SUBSTITUTED AT A RATE OF 50 LB/ACRE..
r . G EXCESS CORNERS
G�"R: 120 PRE M.H UN WITH " SOIL AMENDMENTS SEEDING NOTES
r IN PLAGUE O 12 OC
,APPROVED APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre MOUNTAINS - MAY 15-AUG. 15
e ° GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER. PIEDMONT - MAY 1-AUG. 15
1/2' EXPANSION a � ASPHALT 'k�N• NOTES: TION FRAME WITH
COASTAL PLAN - APR. 15-AUG. 15
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION,
JOINT MATERIAL It POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW 3/4" CEMENT
EXP SIGN JOINT E.J. M MULCH SOIL AMENDMENTS
������ �� /= (50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. MORTAR SEAL FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL-
1 8� MI INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY APPLY 4,000 lb/acre GRAIN STRAWOR EQUNALENi COVER OF ANOTHER SUITABLE TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
POROUS TO PROVIDE ADEQUATE- DRAINAGE OF THE TEMPORARY 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
4" 8" 2" - 3" a��• SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM BACKFiLL THE TRENCH WiTH AT LEAST 4 INCHES OF CRUSHED STONE WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
COARSE AGGREGATE ��, APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL. M,H. STEPS W USED AS A MULCH ANCHORING TOOL.
5.1 EWALK J Q I NJ D ETAI L1 •_ " 1 • _ MULCH
NTS 1 -O" OC APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE > OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
TURN SIDEWALK OVERLAPPED TO THE NEXT STAKE. ' MAINTENANCE
TEMPORARY GRAVELLED 3. FOR STAKES, USE 2x4-INCH WooD(PREFERRED)OR EQUIVALENT USED As A MULCH ANCHORING Tool.
NTS METAL WITH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND REFERTILIZE THE FOLLOWING APRIL WITH 50 Ib/acre NITROGEN. REPEAT AS GROWTH
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM REQUIRES, MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
A 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET CONC. M.H. DESIRED OMIT SERICEA AND MOW AS OFTEN AS NEEDED. MAINTENANCE
PRIVATE DRIVE CONSTRl1CTiON ENTRANCE A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
NTS DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE. BLOCK
THE GROUND, APPROXIMATELY 18 INCHES DEEP. 1 " " MANH LED - 5 3/4 REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTiLIZE AND MULCH IM-
al
LO
S/DEW14LK OR C�->�� MEDiATELY FOLLOWING EROSION OR OTHER DAMAGE.
SIDEWALK � � 8 ��SHALTpPI E THE 8" PERMANENT GRASSING DETAIL0
s,DETy,4cK SECnav TEMPORARY FABRIC DROP INLET EROSION CONTROL. Q FORM FLOW CHAN
NTS SEEDING MIXTURE FALL GRASSING DETAIL
B 0 SF 1£S RATE (Ib/acre) SEEDING MIXTURE
4"X4" POSTS a TALL FESCUE (BLEND OF TWO OR
EXP/WSlON ✓DINT % s '° '� a RYTHREE E (GRAIN) ROVED VARIETIES) 200 SPECIES RATE (Ib1acre)
;. • Rye (grain) 120
1 ;.
A A SEEDING DATES SEEDING NOTES
PL4.'.A' P/�A - - 15-DEC. JANUARY -APRIL
3'-3" MIN. 3'-1 3 " MIN. AUGUST DECEMBER MOUNTAINS AUG. 15 DEC. 15
I COASTAL PLAN and PIEDMONT -AUG. 15-DEC 30
7W SOIL AMENDMENTS
10' X 10' v' N MH RINGS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5,000 lb/ocre SOIL AMENDMENTS
GROUs " � 1 GOON b/acRe 10-10-10 IMESTONEFERTILIZER.SE THE LOWER RATE ON SANDY SOiLS) AND
DPAiVSM JaW �� 10'-8* CONCRETE FOLLOW SOiL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
gyp• .ni .gyp CURB RETURN SECTION LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
DUMPSTER PAD MULCH
/ CURB MULCH
APPLY 4,G00 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
I SEE PLAN MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP- APPLY 4,000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
. RES ENTIAL STORM DRAIN MANHOLE DETAIL
� ' LNG WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN /
,1.3 (4. OM) A�l11V. O ER OR A MULCH ANCHORING TOOL.. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BF
P " NTS BE USED AS A MULCH ANCHORING TOOL. USED AS A MULCH ANCHORING TOOL.
EXPANS/ON ✓DINT 1/2" A
EXPANSION ✓DINT t SEE PLAN MAINTENANCE MAINTENANCE U
Pq
PLAN F FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 lb/acre NITROGEN IN JANUARY p 9 y Plb/acre
10,�8" A OR FEBRU.ARY, 40 lb IN SEPTEMBER AND 40 lb IN NOVEMBER, FROM A 12-4-8. of nitrogen in f March. if r to is necessary to extend temporary wcc, beyond
i6-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING June 15, overseed with 50 lb/acre Kobe (Piedmont and Goosoi Plain)
i' " " ENERGY DISS�PATOR WARM MULCH
AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZINCHESE, or Korean (Mountains) lespedeza in late February or early March.
N FIN15H P �i E 5 -O AS NEEDED.
1•i PER 1 -O - PLAN AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT 0 . - . INCHES
_
NIS
s EXPANS/ON ✓ 2"X6" CAP
ENCLOSURE GATES
W/CROSS-BRACING 6" CONC. 4000 psi AnT£S, aca VAL VE CI�CCK VAL VE
SECTION A A " " P L VAT£R METERS ARE R7 B£ PR 141,0 D BY AWICIPALIT)` S?I,UT GI�F Swr &T
�,4R�aacE 6x6 xW2.9xW2.9 WELDED 2. ALL VA TER METERS MUST BE LXATEB VITNIN PUBLIC
s"1,_ - z" ._��_ WIRE FABRIC REINFORCEMENT 3 VA1ER ACT£RS MALL AUT CATER IN IRIVEWAYS TEST D0.AU ?£ SAU" SITE WORK NOTES
FAMILIARIZEDTHE CONTRACTOR SHALL VISIT THE SITE AND WITH EXISTING
6" _� _ - ... , - .....:.. :. :. • •: 1 • CONDTION BOTH ON AND IMMEDIATELY ADJACENT�TOE THE SSITE.
TH
S c.l?NCR _
2. CLEAP CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
ae.=•--- •---;se; •r-l•--N--�>ks' T T£ST f.7?;' D OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
SECTION B-B ' .- .' • :` 3. UBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
::... . G�p�y
. :. SIIilt'I✓ACK _�L,EI/EL GR
• • - VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC [�1
CONCRETE 4"X4" POSTS HORIZONTAL MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
STAN DAR D D R IVEWAY D ETAI LIM, FOOTINGS E WOOD SIDING 4 REPRESENTATIVE TO COORDINATE MUCKING: CONTRACTOR SHALL GREMOVAL OF ANY SOFT AREASOORDINATE WITH OWNER AND THEIR GEOTECHNICAL
(TREATED)
NTS 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
ELEVATIONS IONS 4" ABC STONE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED' FACILITY.
CUT OR TOOLED DUMPSTER PAD DETAIL ' 6. FILL AND COMPACTION SHOULD COMPLY WITH GRADING
PLAN
REPORT.
JOINT � � 7. THE CONTRACTOR SHALL NOTE THAT THE GRADfNG PLAN MAY NOT REPRESENT A BALANCED m
" DUMP�TER PAD &ENCLOSURE DETAIL EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE .FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
4 SIDEWALK fZ01✓ 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
3000 PSI PROPERLY PERMITTED FACILITY AS REQUIRED.
CONCRETE 6" TYPE- T, SUET eA9111F TUBIAG' 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
CUT OR TOOLED T_ 1 4" .Y l �� ff-1�22 IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE �
" JOINTS -�- / 3 R SEE PLAN FOR PiPE � t h£TER YOKE. V/12 RISaP EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
ORIENTATIO EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF 4%
f7RD Vf66 12, VF77-.0
THEIR INTENT TO EXCAVATE, iN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. �
e 4 d VARIES• 10 MAX. I- f-- --j - -� 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
• _ '4' - a _ e - e -- d - 'aAS BY ENG. I ( APPROPRIATE PERSONNEOR L.
RELOCATION OF ALL EXISTING UTiLITiES. WITHZ co
STEEL OR WOOD POST - 11. EXISTING SURVEYING PERFORMED BY WITHERS & RAVENEL AND SUPPLIED BY THE OWNER.
h 2 _ - - T �� NG 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
cv i i I III -I I i-+ (}_ WIRE FABRIC NO' UgE DEWEY BROS. x Nis THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
~ - ( CCH-8N 3Jl FOR CATCH 0
INS p�JD CHH BN-47 PRIOR TO INSTALLATION.
�p MIN. 12-1, GA. o FILTER FABRIC ( FOR YARD IN85 XIi 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
6x6--10/10 W.W.M. COMPACTED �- ° o ° - INTERMEDIATE WIRESI CONC. COLLAR 0 HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. " BLS
SUBGRADE `-- - - - - --� 4-Q 2" TYPE I-2 (NCDOT} 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 COVER -+-�
I I I I 11= 03 AT FINAL GRADE.
4" (I 6" �I I j- - YW 8" ABC STONE (NCDOT) 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. Za CY)
(o METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY � � r�i Q �
SECTION I I 1 " z OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. -1-�
: o \ --ANCHOR FABRIC SKIRT CONC. COLLAR it -ON " 16. ALL PAVEMENT BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING S-�
CONCRETE SIDEWALK CONTROL JOINT Q a AS DIRECTED BY ENGINEER ASPHALT PAVEMENT 2 - E ROS MODEL CH-BN-2001 WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS � O I I
NCDOT TD. N0. B
M 0 ELEV. VARIES 840.15. OR UAL O OR OTHER RAFFIC CONTROL DEVICES SHALL BE PROVIDED iN ACCORDANCE WITH NCDOT ZZ co c
I f O , APPROV D EQUAL ASPHALT PAVEMENT .}.� �+
BROOM FINISH PERPENDICULAR 3 TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
TO PEDESTRIAN FLOW DIRECTION GRO ELEV. VARIES 1-1 I 1-) j 1- 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT ;� �„ w
U U III -III -I ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
PLAN NOTES: BRICK MASONRY " 2' 0" " " " NOTE: P P ND NI GSUPONNFl MAY CONDITIONS. SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. T .1� ® O I 0
U) CONTRACTOR SHALL COORDINATE 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINS Q w
I. FENCE FABRIC SHALL BE A MIN. OF 32 IN WILQTH AND o
PRE -CAST CONC. cnAND INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS.' -N T-4 T__4SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY - - w w OWNER & GEOTECHNICAL Q) n
FLOW / 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A m 0) �J a
4' SIDEWALK SPACING. 4" FLU - - O ENGINEER TO DETERMINE
3000 PSI b' S' 6' 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF - " > ACTUAL PAVEMENT SECTION. CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE Ili, FACTORY MIXED, QUICK DRYING,
- CONCRETE 36" IN WIDTH. FABRIC SHALL BE FASTENED - 4 NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S' OPTION FOR N ~
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE : PAVEMENT SECTION,
NIGHT REFLECTING. 0 o
ENGINEER. 3000 PSI CONC. .4- •': 20. DUCTILE IRON SMALL BE CLASS 50. DRIVES SHALL HAVE A MiNIMUMN COMPRESSIVE r--i O ►� N
3. STEEL POST SHALL BE W-0" IN HEIGHT AND BE OF THE 3000 PSI CONC. 4 •' co 21 STRENGTH OF 3000 KS, CURBS AND PSI 0 28 DAYS - AIR ENTRAINED. `� •� '� � v
SELF -FASTENER STEEL ANGLE TYPE NOTE: 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
.; DROP INLET TO HAVE SAND
.::� :•..' r ... :::, , ,,. 4. WOOD POST SHALL BE A MIN. OF 6 IN HEIGHT AND 3 TRAP DROP FOOTING 12 & P FOR PIPE
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED LEAVE OPENING AS SHLyWN SS EE ��
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLF C't=ON OfENTATION &SZES PAID FOR BY THE CONTRACTOR.
�N MARKED: SANITARY SEWER OR
1 1/2" LONG STORM DRAIN AS REQUIRED
-III -III-I i I -I i f-1 I'
DROP INLET DETAIL RING ADN COVER CONTACT CONSTRUCTION SEQUENCE s
i I -I I i-III I I 1-1 i 1INLET DETAIL SURFACES SHALL BE MACHINED R FI SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT F-nr-
6x6-10/10 W.W.M. L COMPACTED TEMPORARY SILK CURB SO AS TO INSURE EVEN BEARING 1. NO GUT SLOPE 0 FILL
SUBGRADE NTS NTS OF COVER ON RING. EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
a 2. NO SEDIMENT WiLL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE C(`
TOP OF COVER INCLUDING SIDE SLOPES DURING AND AFTER CON
STRUCTION.
1.5 I.D. A A 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSRUCTI(
TL PIPE A =
'� BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK GAMS, ETC. �
SECTION 24"RC 1 pr INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE' AFTER BEGINNING .�
WHEEL CHAIR RAMP 00
CONSTRUCTION.
WHERE RUNOFF IS DIRECTED " _ 6 15 16" 5 " 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
- SILT , ENCE SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
AWAY FROM CURB GUTTER " "
TYPICAL SIDEWALK AND SHALL SLOPE AWA�I AS SHOW " " " 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS SEDIMENT BASIN " ���'� • •"•�
CLASS A CONC. 1 1�2"R BOTTOM OF COVER DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROP
ASPHALT : 3"R x PLAN 'r• 7 7 8" " ry FUNCTIONING. RNSTALL DROESTORE P INLETS WITH ITO DESIGN NLETSPRO PROTECTION AT THE ATOL ACTT AS SILETION OF OiTR TRAPS
- SEALWHEEL CHAIR MME! DETAIL _
NTS SLOPE FINISHED G E " 3 8 6. IF APPLICABLE, -p
e i --- 7 3 16 r7 DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM Z 17374
• ' GALV. BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH r ENTERING STORM DRAIN PIPING. �
g' ;�� TYPE J CUPS. ATTACH TO 1-11/4" x 1-1 4" x1//4" GALVANIZED ATTACH GALVANIZED WIRE 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. i/''
ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE. -_i 7� ,� ,T i, i, i, i, 00 i-4 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS ��� •• GiNE� '`\\
TOP OF BANK EMBANKMENT - • 3 CLOTH R SMALL DIAMETER
ORIFICE 8 MESH .020 WIRE � �... SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE. � •M• •
EL. 39.5 TOP OF BANK ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
DRAINAGE AWAY FROM CURB _,,...= - .-
FLOOD POOL EL. 38.0 39.5 qono
N ~ 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
._.. FL OD POOL 38.0 "
� ` 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION. IF 'THOSE ON THiS
NORMAL POOL NORMAL POOL EL. 36.0 " " r o ENNNISEENNTIVER ALENTES 9 7 11. REMOVE PLAN ROVE TO BE ALL TEMPORARYSER ON CONTROL MEASURES UPON COMPLETION OF CONSR Ti0N. DATE 1 1-01-06
EL. 36.0 1�- EL 35.0 " 24 R�P X 2• N�• WEIGHT 30 �• 1 " ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT CDMPLEf N. DESIGN PGT
1 6 CLASS A CONC. 1 i/2-i�t � Q 4 PIPE � " MAINTENANCE REQUIREMENTS
ASPHALT I RMAL POOL 36. _ " MANUFACTURERS) 2 -0 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR 'SEDIMENT FROM LEAVING DRAWN ER
FOREBAY 3 " (NIL.._ I -- 2 t- 4 -45 BEND t G.R. ENNIS & SON SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
1 � MAIN POOL SL��E_ 3 R _ j.
BOTTOM EL. 33.0 1 - 3' INV. 25 5 w " `�'
N0. MH-GRE-24 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
3 a - i 3 - A o 18 NIPPLE & 2. DEWERY BROS.
3 BOTTOM :1/8"f�' GLUED CA NO. MH-RCR-2001 OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT iN NO CASE LESS THAN
EL. 29.5 TEMPORARY 3. VULCAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN f' '
GRAVEL NO. VM-84 MINIMUM WEIGHTS: PRACTICES AS DESIGNED.
" ' -tL" " FILTER OR EQUAL 2' -9 1 /4" CIONVER 190 0 LLB•S.
DRAINAGE TOWARD CURB .��4 �"`� 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FE
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN C2
DETER„ N POND & EQREBAY SECTION I BOTTOM 29.5 4" SECTION A -A SEDIMENT POOL NO LONGER DRAINS PROPERLY.
NTTS--- SEC'nON A - A M� 4. SEDIMENT WiLL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTiUIN
STANDARD CLEANOUT WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
Y CURB SECTION,( r MAN 1 1 OLE I• R /, M E AND COVER REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SHEET 2 OF 2
POND O STRUCI�IRE NTS �/y �/ (� 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
NTS DETERON SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A '.VIGOROUS,
NTS NTS DENSEVEGETATIVECOVER. 06098
A 2007

V-6" x V-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
RESERVED
WITH IDENTIFICATION SYMBOL. o
BOLT TO WD. POST W/ 3/8" CANDIUM o
)LED PARKING
PLATED NUTS, BOLTS & WASHERS. 1
°0
9" x V-0" x .080 STD ALUM. SIGN
TO READ "VAN ACCESSIBLE".
BOLT TO WD. POST WITH 3/8" CANDIU o
PLATED NUTS, BOLTS & WASHERS
0
9" x V-0," x .080 STD ALUM. SIGN o
12"''
TO READ MAXIMUM PENALTY 100, .
GS 20-37.6". BOLT TO WD. POST'
I
CQIORS�
WITH 3/8" CANDIUM PLATED 00
... FRAME
r,\
WOOD OR STEEL STAKE -
FABRIC -
--DROP INLET
w/GRATE
LEGEND AND BORDER - GREEN NUTS BOLTS & WASHERS. I I
EXPAN ION �__G� / WHITE SYMBOL ON BLUE BACKGROUND FINISHED I I !
JOINT S(TYP.) CO
BACKGROUND - WHITE PRESSURE TREATED 4%4" POST. GRADE
M 1-1 /2„R( ) 1-1 /2"R(TYP)
ji z
FBROOM FINISH PERPENDICULAR MAXIMUM vAl�i
PEDESTRIAN FLOW DIRECTIONSt
;; ..a. °' PENALTY /$"(TYPj ACCESSIB 3/s"(TYP) -1 I I'I I 1-1 1=1 I 1=111= 0 2X4 WOOD FRAME
�E° SAKE
PLM
�---�, ►-- I III -I I WTI I_I I I�I I I- j
„ LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN -1 IU I =III=Yi` DROP INLET BURIED FABRIC SKIRT
4 SIDEWALK BACKGROUND - WHITE BACKGROUND - WHITE _ _ _ _ _ w/GRATE
CONCRETI EXP. JT. 6
MTL y
TYPICAL HANDICAPPED SIGN DETAIL
NTS ED
6x6-10/10 W.W.M. COMPACT
SUBGRADE :•,
T!I! + GATHER
. � EXCESS
A A
SECTION �o AT CORNERS
CONCRETE SIDEWALK CONTROL JOINT -
J0� a NOTES:
j� �W�J AND
Q1 W 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
TYPICAL SIM/N, tWn POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
u © Q (50 LB/ 1INCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
WHEEL Ci AI1 � RAMP DC7A I L INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
J
SEDIMENT POOL. BURLAP MAY BE USED FOR SHORT-TERM BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
6MI APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL.
NOTES: 2" - 3" ���' SEE PLAN 2. CUT FABRIC FROM A CONTINUOUS ROLL TO EUMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. COARSE AGGREGATE �� 3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT
OVERLAPPED TO E NEXT STAKE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
I METAL WITH A MINIMUM LENGTH OF3 FT. 8. THE TOP OF THE FRAME AND FABRIC .MUST BE WELL BELOW THE GROUND
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT _t _ 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION THE I L ET. FROM THE DROP WARY TO KEEP RUNOFF FROM
WITH NO CURB. TEMPORARY GRAVELLED SEE PLAN A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. IT MAY BE NECESSARY T BUILD A TEMPORARY
5. 1 2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK THE GROUND, APPROXIMATELY 18 INCHES DEEP. DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
JGNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT CONSTRUCTION ENTRANCE =o=A. - A (F1 I FAg IC Q
PARR LUNG CURB OR STRUCTURE. Ah' VE� &AL
ID W.W.M. NTSTEMPORARY FABRIC DROP INLET EROSIONCONTROL.
7. REINFORCE w/6xl3 ©/
50' MAX. SPACING ENERGY DISSIPATOR. NTS
CURB 2 TYPE 1-2 (NCDOT)
8" ABC STONE (NCDOT) � V 1
SEE PLAN FOR PIPE
HAND RAIL -SEE ARCH. ORIENTATIO -----) I
♦ ♦ d
.. I=� 11 �_ I D I CASTING
I ( NOTE: USE DEWEY PROS.
CH-BN 3A FpR CATCH
NOTE. EAV�JMSNT SECTION MAY VARY 2 #5 COAT. IN CON - I-- U I INSANDCEPNING UPON FIELD CONDITIONS. FILLED BOND B �. I I FOR YARD INLETS
CONTRACTOR SHALL COORDINATE REINF ®R8 0 C
U
it
cr
RUNOFF WATER
w/SEDIMENT---•-
SEDIMENT
BURIED FABRIC SKIRT
AS DIRECTED BY ENGINEER-
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
..SPEC_ RATE (Ibf ac, ro)
PENSACOLA BAHIAGRASS 50
CCOIOMMMOON � RASS 10
0
10
TAM FESCUE GERMAN T 50
SEEDING NOTES
1. WHERE A NEAT APPENtANCE IS DESIRED, OMIT SERICEA.
2. USE COMMON BERUDAMM ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. ID"M MAY BE REPLAYED WITH 5 lb/acre CENIIPEDEGRA55.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ADDING TO SOIL TESTS, OR APPLY 3,000 lb/acne
GROUND AGRICULTURE UMESTOW AND 500 lb/acre 10-10-10 FERTILIZER.
MULCH
APPLY 4.000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WrrH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERTILIZE THE FOLLOWING APRI. WITH 50 Ib/ocre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
FALL GRASSING DETAIL
SEEDING MIXTURE
SPECIES. .mz
Rye (grain) 120
SEEDING NOTES
MOUNTAINS AUG. 15-DEC. 15
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
UMESTONE AND 1,000 LB/ACRE 10-10-10 FERTIUZER.
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
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
Repair and refertilize damaged areas Immediately. To
to with 50 Ib/acre
of nitrogen in March. if it is necessary to 'extend temporory cover beyond
June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain)
or Korean (Mountains) lespedezo in late February or early March.
SITE WORK NOTES REVISIONS
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
Date
Description
By
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.'
7..
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN 'PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11.
EXISTING SURVEYING PERFORMED BY ARNOLD W. CARSON, RLS AND SUPPLIED BY THE OWNER.
LO
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, 'SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
17.
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER 'GASKETED JOINTS
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 51.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI 0 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.
23.
SEE GEOTECHNICAL REPORT NO. DATED -------- BY _--_---_
FOR ADDTIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
2.
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
3.
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
O
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCES SILT FENCE CHECK DAMS ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES ASSOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
EW
U
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
0
E�
• CONC. COLL,N1 SILT FENCE SILT TRAPS AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. Z
w/OWNER & GEOTECHNICAL ; '-'. '
ENGINEER TO DETERMINE - `i. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN E"M
PLAN BLDG.-STRUCTURE ACTUAL PAVEMENT SECTION. :' �� _ _ ■■� 6 15 16" 0� DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER E4
" ►�_ `t �' FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. A Q
1/4 xt DEEP JOIN M 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS Z
N,p TOOLED 1/0 "R TOOLED JOINT O i-i I I -I I i-III--i I I-1 I !- LAN " M
PAVEMENT SECTION 1 -0 DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT �' FILL CORES SOLID w/GROUT CONC. COLLAR- ASPHALT PAVEMENT D EN L FROM �� Z
N ® REINFORCING \ FISHED GRAPE 7 7 8"" ENTERING STORM DRAIN PIPING.
;.
N S .
f ELEV. VARIES x ¢ 3 I. A 4 LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GFASSED.
d� 7 3 1V ,} c
2" PV DRAINS ® 4'-0" 4 0 24 O.C. _ ► 4 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE' WITH SEEDING SCHEDULE AS
COVER w FILTER FABRIC
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
4" CONC. IDEWALK CLOTH SEALED & NAILED " 2. �» /.`/.` , MAINTAIN W/6x6-10/10 W.W.M. TO W 2 1 /2" 9. � NTA ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
1/2" EXPANSION r . BRICK MASONRY _ 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS E- 4 rT�
JOINT MATERIAL .' w � PLAN PROVE E S EFF CTIV . h■+�
TER � TO BE L S E E W
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.� " FLOW " o NOTE: 9 7 ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED P A
-_ �t° ASPHALT - - - _4 12 O.C. - 4 1. BOX EQUIVALENT TO T MEA ES L HED PRIOR
TO PROJECT COMPLETION.
et• oo_{ I I -I I I I :.. .. " PAINTS ENTERPRISES
_ IEWALK 0 I NIT ETAI L _III_►► I-! �! ! 2 CLR. - N0. EEVB_001 1
2. STD. WEIGHT 30 LBS.
VARIES 10' MAX, 3000 PSI CONC --- ; 4' ' , . T . ' ' ",.. 4" PIPE
• •• • Q ENO. R
NOTE: � " 4"-45• BEND SEE IN ACCORDANCE
4 DROP INLET TO HAVES D o ui 18 NIPPLE & WITH GRASSING DETAIL ' a e--1
--- STEEL OR WOOD POST TRAP DROP FOOTING 12 & GLUED C - - �
.: SECTION LEAVE OPENING AS SHOWN
WIRE FABRIC 3" CLR. #4 ®24" O.C.
TURN DOWN SIDEWALK
MIN. 12-1 /2 GA. o mQ FILTER FABRIC NTS 3'-4" DROP INLET D ETAI L.
INTERMEDIATE WIRES I Q61
F NTS
TV n I n A l l'91'"T A I A l i f. 1^ tt 1 t A i i ['` IC nT I t'1 A I
„ ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
I l Ms I
3 (i
U U
NOTES:
1. FENCE FABRIC SHAD_ BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX UNE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHAD_ 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
TEMPORARY SILT FENCE
NTS
A 1STL .5 PIPE A s
t--24"RC
FL600L
PLAN
GALV. BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH
TYPE J CUPS. ATTACH TO 1-11/4" x 1-1/4' xt 4" GALVANIZED ATTACH GALVANIZED WIRE
R
ANGLE FRAME. MORTOR FRAME TO T3 OF STRUCTURE. CLOTH 0 SHALL DIAMETER
TOP OF BANK 3 ORIFICE �8 MESH .020 WIRE
39.5 - FL QD POOL 38.0
24"R P
INV. 36.0 yy,_-M. RMAL POOL 36.
A
TEMPORARY
GRAVEL
FILTER
� BOTTOM 29.5
SECTION �,_ A
DOIRON POND OUTLET STRUCTURE.
NTS
NCDOT CLASS A OR B
EROSION CONTROL
STONE
FILTER
FABRIC -�
SECTION A -A
STONE CHECK DAM
NTS
w
U
Q
6'
TOP OF BANK EMBANKMENT
EL. 39.5
FLOOD POOL EL. 38.0
z
NORMAL POOL NORMAL POOL EL. 36.0
El. 36.0 --- _FI-_3,y5,.0
�1 6
FOREBAY 3
� AIN POOL
BOTTOM EL. 33.0 1 � M
3
3 BOTTOM
EL 29.5
DETENTION POND & FOREBAY- SECTION
NTS
1 CC)�opE � II+:
:s� S - I ; I I i
4"
SEE SITE PLAN FOR INVERT
STANDARD CLEANOUT-
NTS ;�
O
cd
TYPICAL GRA SS �'
z Q)
NTS o�
�..� V-4 eo
I'•.i LI) Lo ci
O 1
zto W ��-COLLJ
W
�,©oW
0) aa.Enw4 Lo
c�
3
I
f:
NNOV 1 8 1998
Z : Q •. ;
SEAL
-
-
y17374
`JREGOR
tttttlllllW��`
DATE 11--1(*--98
DESIGN PGT
DRAWN MLV
SHEET 2 OF 2
98121