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SITE DATA TABLE Site Data ›-
LEGEND
SITE DATA; LANDSCAPING CALCULATIONS:
SITE ZONING: 1-2: INDUSTRIAL DISTRICT STREET YARD; PRIMARY STREET HWY. 421 - MULTIPLIER 25 Site Area 1,215,263 SF 27.9a AC
PARCEL NUMBER: R02400-001-041-000 SEE LANDSCAPE PLAN. ..�.wr �-- PROPOSED STORM DRAIN
PARCEL ID NUMBER: 320004.83.5323.000
ADDRESS: 4104 US HWY. 421 N INTERIOR LANDSCAPE; 8% OF PARKING AREA REQUIRED. IMPERVIOUS AREAS SITE TOTAL— IMPERVIOUS � >.. PHASE 1 LINE
i SITE AREA: 25.33 AC± (1,103,744 SFt) SEE LANDSCAPE PLAN.
= j ADDITIONAL PROPERTY AREA (EAST): 2.56 AC± (111,519 SFt) BASIN 1 --w.�-- €, -.+� EXISTING CONTOUR
FOUNDATION PLANTINGS; 12� OF THE AREA OF THE FACE OF Building: 425 2SC SF Building: 425 250 SF J
- OWNER: SEAMlST PROPER„BLS LLC 8� f g�
FUTURE LAND USE MAP CLASSIFICATION: EMPLOYMENT CENTER THE BUILDING ADJACENT TO PARKING AND DRIVE ISLES. w-
Asphalt C&( 413,411. SF Asphalt C&( 538,238 SF 22 PROPOSED CONTOUR Q.' H
SEE LANDSCAPE PLAN. to
BUILDING DATA: Sidewalk: 762 SF Sidewalk: 15,103 SF _ -___ _ _ c0 z Z
WETLAND DATA; EXISTING EASEMENT {n
BUILDING USE: WAREHOUSE Total: 839,423 SF Total: 978,591 SF ui o p
BUILDING AREA: 425,250 SF (TOTAL} THERE ARE NO SURFACE WATERS, WETLANDS, REGULATORY FLOOD ZONES, + k LIMIT OF DISTURBANCE
PROTECTED VEGETATED SETBACKS, OR PROTECTED RIPARIAN BUFFERS.
BUILDING HEIGHT; 36' x x rf t x Mt TEMPORARY SILT FENCE >
10 BUILDING SETBACK; Off-Site IMP To Basin 1: 3,345 SF PERCENT SITE IMP: 80.53%
SEWER AND WATER DATA: --
e� ROCK CONSTRUCTION ENTRANCE
REQUIRED SETBACKS: FRONT=50', SIDE=0', REAR=0' CFPUA WATER AND SEWER SERVICE �"" " " "� �" " "'�` " O
PROPOSED SETBACKS: FRONT=97'f, TOTAL TO BASIN 1: 842,768 SF = EXISTING STORMWATER SYSTEM Z W
—........-* -.art.--ill PROPOSED WATERLINE tLu C0
SITE j}1TURBANCE,
TOTAL AREA OF DISTURBANCE = 29.3 AC .r PROPOSED SSFM © o
%i' IMPERVIOUS AREAS z i PROPOSED SPOT ELEVATION FLOW LINE
PARKING DATA:
REQUIRED PARKING FOR INDUSTRIAL/WAREHOUSE: TRENCH 1
_--141,85! PROPOSED SPOT ELEVATION TOP of CURB
0
#1s ONE AND ONE—HALF (1.5) SPACES FOR EACH TWO (2) EMPLOYEES ON Building: 0 SF G'�
e SHIFT OF GREATEST EMPLOYMENT, ONE (1) SPACE FOR EACH MANAGERIAL -41.Ss PROPOSED SPOT ELEVATION FINISH GRADE °�
Asphalt,C84( 124,827 SF _...J
PERSONNEL, ONE (1) VISITOR PARKING SPACE FOR EACH TEN (10)
Sidewalk: 14,341 SF FLARED END SECTION WITH
LOCATION D MANAGERIAL PERSONNEL AND ONE SPACE FOR EACH VEHICLE USED RIP—RAP ENERGY DISSIPATOR
NTS DIRECTLY IN CONDUCT OF THE BUSINESS. Total: 139,168 SF DROP INLET WITH INLET PROTECTION (DI) Lu g z
PARKINS REQUIRED:
BLDG 1: 150 EMPL WI 18 MANAGERS & 15 VISITORS = 146 REQUIRED:146 PROVIDED
TOTAL TO TRENCH 1: 139,168 SF CURB INLET WITH INLET PROTECTION (CI) 1--- Cr
BLDG 2: 150 EMPL W/ 18 MANAGERS & 18 VISITORS = 149 REQUIRED:149 PROVIDED 0 JUNCTION BOX WITH INLET PROTECTION (JB)
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3 E BLDG 3: 110 EMPL W/ 12 MANAGERS & 10 VISITORS = 105 REQUIRED:105 PROVIDED .. .. . T
TOTAL PROPOSED PARKING SPACES = 400 HEAVY DUTY ASPHALT PAVEMENT -J z
TOTAL HANDICAP SPACES REQUIRED = 9 :- ""1
TOTAL HANDICAP SPACES PROVIDED = 17 o
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DESCRIPTION
CALL 811 (3) WORKING
MARIE! 700X OR 140N
FILTER FABRIC LAP SYMBOL DATE PED
REVISIONS BY
ON AND SEWN
DAYS BEFORE YOU DIG. TOP
TOGETHER.
©2018 NORRIS & TUNSTALL
NCDOT EROSION
#57 WASHED STONE
CONTROL STONE
ASPHALT
SITE WORK NOTES:
.440*-- 41:11-04-kara...
A 0%4 • II NI,
I. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
1110110.---1°' illtikii 2" SF 9.5 C SURFACE COURSE (NCDOT)
A ,114 rw A ..i 1111111111111111, -ELEV. 17.0' CONSTRUCTION CONDITIONS.
4101*.eti a_ 6" TYPE ABC STONE (NCDOT)
WAYS2. wITH CONTRACTOR PROPER SHALL A AUTHORITIESLL COORDINATE AN DWORK SHALL WITHINMEET NCDOT ANY ANDRE REQUIREMENTS
u ILOCALREEN RIGHTTS AS OF
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36" SMOOTH
INTERIOR, DOUBLE
WALL
PERFORATED HDPE
PIPE WITH
3/8" DIA. HOLES.
(OUTER DIA. IS 42°) TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD,
LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. Ce
W
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CI) Z
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NOTES:
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
Yigggggi:NgEgggo. . .-•::!?!?!'?°?-?•?•°•!..• ELEV. 12.5' U..1 u-1
00 . 11 /14/Ai. SEE SITE PLAN STONE SHALL NOT
si;g4::::440:4:Wg;gz,veg:g:gg ,Agggeeg: BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
44%110 , ,---- -, _ _____, -..„,„%- --BLOCK OR IMPEDE 1. PAVEMENT SECTIONS SHALL BE DETERMINED WITH
CONSULTATION FROM THE GEOTECHNICAL ENGINEER N°0'4°4°4°g°1°g°4°.4°4WR!&°4!?!e . e4f???..7.. ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. I. 0
0 lb Oda ' -_)( ViiN.
-,..- PIPE FLOW
AND ONLY PER THEIR RECOMMENDATIONS. PAVEMENT ' , , V. 12.0'
0 W
c6<#16(
/ DETAIL SECTIONS SHOWN ARE MINIMUMS AND MAY
BE STRENGTHENED PER GEOTECHNICAL ENGINEERS 6. DISPOSAL CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE Z a
< Z 6
Ael'-..01111,4W".".1114116 4112
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SEE SITE PLAN RECOMMENDATIONS. -24" 42" 24" LOCAL AND STATE CODES.
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OPP 1111%, 41 ".' .,, ,,ti.,46 W K-AripSIIWAiN
ft.,. SECTION A-A MIRAFI 600X FILTER FABRIC 2. REFERENCE GEOTECHNICAL REPORT FOR
UNDERCUTTING IN AREAS OF PROPOSED PARKING 7.5' 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED Z 'Sr
-)C
....e Z }. Z
OR APPROVED EQUAL AND DRIVE AREAS. CONSULT WITH GEOTECHNICAL WITH BORROW OPERATIONS, Z
-Y, ..4.114 W_) 41117- ENGINEER TO DETERMINE REQUIRED SUBGRADE (i) 1.9. (1.2_.,..7.____ sHwr © 9.81' 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
* -t
i,, 44%1144ak W S.4. NOTE: FILTER FABRIC AND STONE SHALL UNDERCUTTING AND REPLACEMENT. ,
i4 *--ipp , ‘-‘ BE TOED UNDER FLARED END SECTION
TOTAL TRENCH LENGTH 1990 LF RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL BE -i 0 I
BOTTOM SURFACE AREA=14,925 SF COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE -'-'1" Cr)
2"-3” COARSE \P"
CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE
UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A
AGGREGATE
ED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5" OUTSIDE OF
NOTES: UNIFI
BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8" AND
1. TYPICAL OUTER DIAMETER OF 36" PERE HDPE IS 42" COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY D ;7-
2. INSTALL PIPE PER MANUFACTURERS C
NOT TO SCALE RECOMMENDATIONS. NOT TO SCALE DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING
COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL
MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE TFIE BUILDING AREAS 0
1 TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE 4 ENERGY DISSIPATOR 7 LIGHT DUTY ASPHALT PAVEMENT SECTION 10 INFILTRATION TRENCH SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT
LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) Ce "
tli W
WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN Z --1 co
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES < ai - 8
L.0 Iii "d"
4'8 PRECANT BOX. OF IN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE 2
HZD LOAD RATED, STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO -' I- < CN
-J
COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WE 11ED IN ty• 0 W W o
ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET Rft- 0 CI- &cue 2
6' Wi E.S. FABRIC
TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR W 0 1._
8' W/ WIRE MESH
6.5n CONCRETE (4000 psi) OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE ,0- 6C4I0ceS)
CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE kJ R --4 . -
....1 W I- < (9 (9
2' DIA. DOME FRAME SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND
- STEEL POST 4x4 W4.0xW4.0 WIRE GALVANIZED WWM
imminimiim II & GRATE SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
WIRE MESH FOR 3" SF 9.5 C SURFACE COURSE (NCDOT) (2 LIFTS) / 6" NCDOT ABC STONE El A Eil
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
Mat% 1,...,,,,! .._ STANDARD FABRIC / TYPE A
0 2 CO ce) ZI-;CONSTRUCT HIS WORK.
;Ado, 2c4 2
i
- MIN. 14 GA. 6x6 MESH o 1-- 03 STANDARD OR 8" TYPE ABC STONE (NCDOT)
1 1 I ' FOR STANDARD FABRIC I -,i7: tr) 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
-c,4 x EXTRA STRENGTH tc; teNg=11g251L EXISTING UTILITIES DURING CONSTRUCTION.
FILTER FABRIC
AINIIMINIMIIIIMINIMMEINE11111111111IF
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00W 01000 I Wpsfatterrifietwx.6.,•••464.116Fies.-
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
, 71-- 'Zoe 1 Op - / DIRECTION OF 0 400#17 W. .7.111=, 111=1,,
PARAMOUNTE ENGINEERING, AND PROVIDED BY OWNER.
, Iwo
Oeri 011%0 11= I.-- .11-• COMPACTED SUBGRADE
=III III=RI
• • • •
HEAVY DUTY GRADE 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
ANCHOR FABRIC SKIRT -111-
TRAFFIC BEARING
OVERFLOW GRATE
M FRAME, GRATE
* D
MIN. 8" DEEP - I ,- COMPACTED SUBGRADE
AND HOOD.
2" DIA. DOME FRAME 13. THE CONTRACTOR IS RESPONSIBLE FOR NE COORDINATION OF
I & 4" DE TES: C.O.W.
c.0 M 1 i -11 I I
&
STANDARD SD GRATE. RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
- -2 Wi .
NO
2-21. NCDOT AGENCIES AND AUTHORITIES.
114
m NOTE: PAVEMENT SECTION MAY VARY 1. CONTROL JOINTS SHALL BE EVERY 15 FT. (MAX.) ROADWAY .......„......._.
--GRADE
I ...,... DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE AND EXPANSION JOINTS SHALL BE EVERY 50 FT.
(MAX). STANDARD NO.
840.03 OR
APPROVED - /,:s. 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
• N ,
t--
_
EQUAL.
,,L..) cc
w/OWNER & GEOTECHNICAL 1. PAVEMENT SECTIONS SHALL BE DETERMINED WITH
\--8" PRECAST TOP 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
11 P4 4-, rEs
CONSULTATION FROM THE GEOTECHNICAL ENGINEER STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
NOTES: Et\IGINEER TO DE-I-ERMINE AND ONLY PER THEIR RECOMMENDATIONS. PAVEMENT -
REQUIREMENTS. F-11 ci
• v,
ACTUAL PAVEMENT SECTION. DETAIL SECTIONS SHOWN ARE MINIMUMS AND MAY
,__.--
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH BE STRENGTHENED PER GEOTECHNICAL ENGINEERS
STEPS 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CA (/) E; 6
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC RECOMMENDATIONS. ..v_,---;,4` PRECAST BOX.
AND 50 LB/IN FOR EXTRA STRENGTH.
F . . . . . .. . .. -
. . . . . ------- LO,D RATED.
17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. :
41-IT-1
---4
2. REFERENCE GEOTECHNICAL REPORT FOR RCP
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS UNDERCUTTING IN AREAS OF PROPOSED PARKING
SEDIMENT TRAP 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS X c),
ARE NECESSARY, LAP FABRIC POST TO POST. AND DRIVE AREAS. CONSULT WITH GEOTECHNICAL RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
Q. g1
ENGINEER TO DETERMINE REQUIRED SUBGRADE CONDITION.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE UNDERCUTTING AND REPLACEMENT. • • • ' • • • - • •
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR "RAM Fall X
SELF-FASTENER STEEL ANGLE TYPE.
NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
0
NOT TO SCALE NOT TO SCALE :: •...:: :::..:.:::....:....:....:. -....-........ .
NOT TO SCALE SHALL2O. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY (..5 .t.
Oti4 -
4_
MIXED, QUICK DRYING, NON-BLEEDING.
r:111
2 TEMPORARY SILT FENCE 5 HEAVY DUTY PAVEMENT SECTION 8 HEAVY DUTY CONCRETE PAVEMENT SECTION ii C1 VW EMERGENCY OVERFLOW 21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW Can H -K'i ,n
,r)
- -
WASTE, WATER AND ROOF DRAIN LINES. Ormi (.)
ciD
CONSTRUCTION _gOUENCE:
Z P
1. UNIFORMLY GRADE A SHALLOW DEPRESSION
APPROACHING THE INLET.
NCDOT #5 OR 2. DRIVE 5' STEEL POST 2' INTO THE GROUND
0 Z L4
#57 WASHED STONE SURROUNDING THE INLET.
)
SPACE POST EVENLY AROUND THE PERIMETER OF THE
„
INLET, A MAXIMUM
.. ppopm;lomoropporopoim
g_ t•:4404:440:1444441:11:440:441444
440:44444444444441$4 •0000, OF 4' APART. 24"
24"
4
0 ................................ .,......, 3. SURROUND THE POST WITH HIRE MESH HARDWARE --.• -.......
\F,
too.%
I ON ki VO
n 10.41,04
CLOTH. SECURE THE 18" 6"
NOVA
Ilrilriel
18" 6"
i 1,4•00, ho.„0",,,,•,
WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE ,...o.-
1"--"---- 1 1/2"R /-1 1/2"R
A MN A
ON • *
WO /-\ AND BOTTOM. PLACING
/
<.,
CLASS A CONC.
CLASS A CONC.
,- ta.Nstii
i4;0044 thilte44
too"
Iwo,
S i 1/411 ii•; 'I I IIIII I ;#11...i;I•::
1 A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL , f i
, -
FOR ANCHORING IS RECOMMENDED. .,
ASPHALT
L,
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) 4 3"R
c3
ASPHALT
4 4 3"R BASIN NOTES:
0_ soo,
:4144 I
AROUNDONA2:1
THE WIRE,
WITH A
"GRADE. z ,, b
, ..
. • • •I 1 fie Rit. SMOOTHHEIGHT OFTO 1A61', EVEN
OvEN18
\ \--
1' 4 ' :CD
F-• 0 • • • b ••• ...."3"R 4 3 R --, 1. RESTORE BASIN TO DESIGN SIZE AND SHAPE UPON
\ COMPLETION OF CONSTRUCTION AND STABILJZATION OF
„ ill* II II III l ' MOOT
Now, 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS , - I
oe"
SITE.
19131
-z,,--
___ BEEN STABILIZED,STABILIZED, REMOVE ACCUMULATED SEDIMENT, ,,,,:::.,,..y2:,:,.--,.g-: ::::,.p:•:.:•:,...•:.:,h,:::2.,:::2:::,,n-f;.;:::,.... • 4 ,4 4 • 4 '-- i I 2. SEED FOR BOTTOM AND SLOPES SHALL BE 20%
i' ET 444
te00:444 - t • •
tils..***4 ..:.,:.,--..... .--:,...,,,,:ii,,,,,,:::§:,. e 4 < ,L.'
CO i- 'AAA
-000044 AND ESTABLISH FINAL GRADING ELEVATIONS.
VoINA
4 e CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10%
7, Mt a .CO ' 4 4
4
DES. JST
,• ••or 6. COMPACT THE AREA PROPERLY AND STABILIZE IT
9 A0.04, 11 •••• •• • •• • • • •• ••••••*4
TYPE ABC STONE 143"R • •:, 10 CREEPING RED FESCUE, AND 24% RYE. SEED AT RATE OF
..: CANPRKNSesso,
,
'TYPE A STONE
DRaCD:.10
troW.V.411.4.11.1.1010.1.14144
WITH GROUNDCOVER.
4 4 4 ° - • aV ' 2-3 #'S PER 1000 SF. AS AN ALTERNATIVE, BASIN
K r71 :0:0140:404240004,4000004,4041i0040N
A 1 A 4
y/56,,,
A dt
<NI CT) SP•••lettekteletild+V.• • Ittlattoded
BOTTOM MAY BE SODDED. IF SOD IS USED IT MUST COME TOP 15.35
,.
Er :
COMPACTED SUBGR ADE >s ?.„ ,,„ „ A ,,s A A A , A/V/A A , „,,,, COMPACTED SUBGRADE FROM SANDY, HIGHLY PERMEABLE SOIL.
5A:7,.<.<,\ 7,
6 -0
1 9-GU AGE
/// -. ,\. s' DATE 1/13/21
MAINTENANCE:
"\ '\ \4\/ '
HARDWARE CLOTH
INSPECT INLETS AT LEAST WEEKLY
(1/4 MESH OPENINGS)
/ s . /s .1 SLOPE 0211118#4.
AND AFTER EACH SIGNIFICANT (1/2
4" CLEAN SAND \
(g. - STANDARD METAL
POSTS 2.0' IN - 4' MAX. INCH OR GREATER) RAINFALL EVENT.
C
/ \\ 4
10.5 BOTTOM \ ,...
/-
14C•e'Wsii (6.'0
;,- -- GROUND. TT. NCDOT #5 OR CLEAR THE MESH WIRE OF ANY
/ /
510
7- DEBRIS OR OTHER OBJECTS TO NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON
.,
#57 WASHED STONE 1 , s .\ , ,//
, r', ' '' SEAL
MAL E ,. - , -
_g -.- PROVIDE ADEQUATE FLOW FOR GRADING PLAN. GRADES INDICATING FALL AWAY FROM ,
,,,<\-L\N< ., ,,,/
8
SUBSEQUENT RAINS. TAKE CARE NOT CURB SHALL BE SPILL OFF TYPE CURB. GRADES
• t 985 i :
2c 5: I
KreirVe+WWWW4907,M: TO DAMAGE OR UNDERCUT THE WIRE INDICATING CURB ACCEPTING FLOW SHALL BE FLOW NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON 7 '' ','? rOF 7P f.MI, FP 'v'' ,.0',#'4 A: --18;. ;il
.--n- 74) 144, 4"4•044+4.4•4•4+4.,#4*# i 1
...._ SH WT=9.51 , 4 ?, ,,1.74.4,.-T.i-etifiP mg.,' ;, `,:1-,' u"4 - 46 I' --:'• 144roiT
GRADING PLAN. GRADES INDICATING FALL AWAY FROM
'4••4•+•.4404.$4•4044".+4*. MESH DURING SEDIMENT REMOVAL. LINE TYPE. .
.
0, 7 -iNi ,\ taf44,401.44114$4.1*.irent31 _
-"7
114/0 IN _•-x •
> If'101:14 1:i;"..46V•i``1;.°4Z.NA:t•NI.Q•14'',..'Oki.* .* REMOVE SEDIMENT WHEN CURB SHALL BE SPILL OFF TYPE CURB. GRADES
s• T. UlAfto
4.;t1 didd..!
CURB ACCEPTING FLOW SHALL BE FLOW
24 a.
ACCUMULATION REACHES HALF THE
INDICATING ..
solistossi0
_2 2 '`..?' '7•7"7"-V DEPTH OF ROCK REPLACE STONE LINE TYRE.
-7`-'1"7sT I - 1,WWWW`,VVVVs*-,
REFERENCE REPORT FROM ECS ON SHWT MODELING
.
N 01
0 0WHEN IT NO LONGER DRAINS AS
DESIGNED.
, T I ( 1 c° 16" TO 15"
...1 <
•,-,,- x
C7 r7)
';-,1r7CEIVPD
,,
En i
NOT TO SCALE NOT TO SCALE ? -
. u
5 a' NOT TO SCALE
NOT TO SCALE !il
8
A-gN ECT1ON A-A
C 4 . 0
_
2._.
6 24" CURB AND GUTTER SECTION (SPILL-OFF) 9 24" CURB AND GUTTER SECTION (FLOW-LINE) 12 INFILTRATION BASIN #10 SECTION lit_
1 3 HARDWARE CLOTH AND GRAVEL INLET PROTECTION
,......_ .

12" THICK CLASS B RIP RAP
KEYED IN 0 0.5'
COVER TO BE LABELED "STORM"
TOP 15.25
:?o FABRIC OR EQUAL
0 SEE PLAN FOR PIPE -W- Bag Removal From Inlet
SEE PLAN FOR PIPE
ORIENTATION 5
Silt Sack
24-(MIN.) DIAMETER ,--Durri LOOPS
SPILLWAY 1=55' MANHOLE COVER SHALL P
BE HEAVY DUTY H-20
CASTING NOTE: 2'X 2' (MIN) SPILLWAY 2=50'
DROP INLET FRAME & LOAD RATED.
CONIC. COLLAR
GRATE SHALL BE HEAVY COORDINATE TOP W/ W�DTH ll.
DUTY H-20 LOAD RATED. BOX SIZE & GRADES.
CONC. COLLAP,------ COORDINATE TOP WITH LENGTH L Expansion-.-,
PLAN
BOX SIZE & GRADES. Restrair)t
PLAN 4 EMERGENCY SPILLWAY DETAIL 2' ry
CONCRETE COLLAR ASPHALT PAVEMENT Lij
2' - NON TRAFFIC AREA
CONCRETE COLLA' NOTE: ELEV. VARIES
ASPHALT PAVEMENT 4
NON TRAFFIC AREA
ELEV. VARIES 1. RAMP SHALL HAVE A DETECTABLE WARNING COMPLYING WITH ADA GUIDELINES: Uj Uj
2. THE DETECTABLE WARNINGS AT CURB RAMPS SHALL BE 24 INCHES MINIMUM IN THE (n
YARIE5 RATED
PIPE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. OR MASONRY H-20 LOAD
PRECAST OR 09 FNA 3. MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE ADJOINING SIDEWALK /1
i I- ! 1-1 1 ` CTABLE WARNING EXTENDING THE FLOW_ SILTSAC TYPE A
H-20 LOAD RATED -SHALL BE p.pErEDED BY A 24 INCH DEEP DEIE H
FLOW 6" < OF THE MARKED CROSSING. Z
4" 4. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER
OF NOMINAL 0.9 1
CENTER-TO-CENTER SPACING OF NOMINAL 2.35 IN (60 MM) AND SHALL CONTRAST VISUALLY 8' #57 STONE A: 0 0
3000 PSI CO 00 WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. THE MATERIAL SEDIMENT TRAP
8" #57 USED TO PROMDE CONTRAST SHOULD CONTRAST BY AT LEAST 70% - REFER TO ADA SEC11ON /--Curb Deflector 0 W (D
SEDIMENT TRAP GUIDELINES FOR DEFINITION OF "CONTRAST". < Z
SECTION 5. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE Optional Overflow- /--Insert I"Rebar For 2 3;
WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM Bag Removal From Inlet -j 0
(Rebar Not included) Uj
-ON-CANE CONTACT.
ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND
NOT TO SCALE NOT TO SCALE
Silt Sack
TYPICAL DROP INLET 5 NOTES ON DETECTABLE WARNING FOR WHEEL CHAIR RAMPS 8 SDMH DETAIL CN
Dump Loops W UJ
(Rebar Not Included) L
LU
to SKIMMER NOTE:
SKIMMER MUST FLOAT ON TOP OF LU I-- < (D
RESERVED WATER TO WORK PROPERLY. Tj -j U) W Z Lo
VAN ACCESIBLE SIGN VENT OPENING FOR 0')
CONTRACTOR SHALL VERIFY THAT WATER ENTRY > Y < r-- M
PARKING ADJACENT TO 8' AISLES THE BARREL LENGTH WILL ALLOW W () LU 0 C)
ONLY IN SKIMMER TO FLOAT AT EMERGENCY I Fp:, 0 2 U) CIO 0-)
CIO
SPILLWAY ELEVAT10N.
SIGNS TO BE 0.080 STANDARD SILTSAC TYPE B
ALUMINUM. BOLT TO TREATED
KTS
WOOD OR ALUMINUM POST WITH
3/8" CADMIUM PLATED NUTS, 61 NOTES:
R7-8D 4W 0 ltikt�
BOLTS & WASHERS. 000 OPENING FOR WATER ENTRY 1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
4< 0, 1
0, THE OPENING SIZE OF THE EXISTING OR PROPOSED CATCH
COLORS CIO BASIN OR DROP INLET. THE SILTSACK WILL BE
LEGEND AND BORDER GREEN FLEXIBLE JOINT FLOAT MANUFACTURED TO FIT THE OPENING OF THE EXISTING OR
WHITE SYMBOL ON BLUE BACKGROUND b�b #
BACKGROUND - WHITE lN!SHED NOTE: PROPOSED CATCH BASIN OR DROP INLET.
IF "X" IS LESS THAN 48" THEN BARREL PIPE
GRADE
R7-8 ALUMINUM OR TREATED 4"x4" WOOD I THE SLOPE'-OF THE FLARED REFER TO TABLE FOR REQUIRED LENGTH. 2. T*0 INSTALL THE SILTSACK IN THE CATCH BASIN, REMOVE
POST. r SIDES MUST BE NO MORE THAN THE GRATE AND PLACE THE SACK IN THE OPENING. HOLD
OUT APPROXIMATELY SIX INCHES OF THE SACK OUTSIDE THE
8.33 FERCENT (1: 12). IF "X" IS FRAME. THIS IS THE AREA OF THE LIFTING STRAPS. REPLACE
48" OR MORE, THEN THE FLARED FAIRCLOTH ORIFICE THE GRATE TO HOLD THE SACK IN PLACE. 'Dr- Ln
SIDES MAY SLOPE UP TO 10
OUTLET END MODEL DIA,
MAXIMUM VM SEE NOTES ON DETECTABLE WARNING PERCENT (1:10) BUT NOT MORE. CONNECT TO OUTLET-1 3. THE SILTSACK IS FULL AND SHOULD BE EMPTIED WHEN
PENALTY PIPE OR RISER. THE RESTRAINT CORD IS NO LONGER VISIBLE.
-3/8"(TYP) ACCESSIBLE 3/8"(TYP) CD REFER TO TABLE FOR
REQUIRED DIAMETER 4. TO REMOVE THE SILTSACK, TAKE TWO PIECES OF 1"
20- 1/2" ASPHALTIC PREFORMED
EXPANSION JOINT
12" 12' DIAMETER REBAR AND PLACE THROUGH THE LIFTING LOOPS
ON EACH SIDE OF THE SACK TO FACILITATE THE LIFTING OF
LEGEND AND BORDER GREEN LEGEND AND BORDER GREEN THE SILTSACK.
BACKGROUND WHITE BACKGROUND - WHITE
5. TO EMPTY THE SILTSACK, PLACE IT WHERE THE CONTENTS �T, j
WILL BE COLLECTED. PLACE THE REBAR THROUGH THE LIFT
6x6-1 0/10 COMPACTED STRAPS (CONNECTED TO THE BOTTOM OF THE SACK) AND
LIFT. THIS WILL TURN THE SILTSACK INSIDE OUT AND EMPTY
W.W.M. SUBGRADE 6" 1-1 fiz THE CONTENTS. CLEAN OUT AND RINSE. RETURN THE
SILTSACK TO ITS ORIGINAL SHAPE AND PLACE BACK IN THE
SECTION WHEEL
NOT TO SCALE CHAIR RAMP NOT TO SCALE
2 TYPICAL HANDICAPPED SIGN DETAIL 6 SIDEWALK, CURB CUT AND WHEEL CHAIR RAMP DETAIL 9 STANDARD SKIMMER DETAIL SILT SACK NOTES
CALL 811 (3) WORKING
DAYS BEFORE YOU DIG. X
� _ =oo/n/CompoaSoc^
� � U S�Construction ��i�o�t�one
0 -' '
° LL
� c» < IwSTALLA71ON
y: 1. Materials used in the compost sock must meet the specifications outlined
� NOTES:
above and in Practice 6.*8' CompostB|onkedm,
0 1 SIDEWALK THICKNESS SHALL BE 4~ UNLESS NOTED OTHERWISE. ~ HEAVY DUTY TRAFFIC BEARING FRAME, 2. Compost socks should be located as shown on the erosion and ewdinomtuUom
� . � �� control plan.
�. CONTRACTION JOINTS (C'.) SPACE SAME AS SIDEWALK WIDTH. - GRATE AND HOOD. C.O.W. STANDARD S� 3. prior to nmtoUnMon. �wor all obstructions including rocks, clods, and other
� � 3. THICKEN SIDEWALK TO 8^ AT DRIVEWAYS. 3 21. NCDOT ROADWAY STANDARD NO� ' / debris greater than one inch that nnoy |nt*r��n» with proper function of the
� 4. THICKEN SIDEWALK TO G~ IN LAST 3' WHERE IT ABUTS | | � .03 OR APPROVED EQUAL. ' � compost suck. -
PAVEMENT NTH NO CURB.
' - ' 4� CoPos- socks �h ou^d be :oto||«d parallel t� the tom of n � |op�
slope,Wattle |nm�u||at�on Guide o .
, ^ minimum of 10 feet beyond the to* of the slope. Socks located below flatE%PANS|�N JOINT /E.J'\ AND SNAP CAP E�PANG|ON5. 1/2 NOTE: IF PRE-CAST BOXES ARE USED areas should be located at the edge of the Ian d-disturbance. The ends of the
. JOINT COVERS ARE REQUIRED T 50' MAX. AT SIDEWALK QROU = THE CONTRACTOR IS RESPONSIBLE FOR socks should be turned �ight|y up slope to prevent runoff from going around
19131
�ec+m., ' ./°JUN~llONS' AT STRUCTURE,. AND AS NOTED ON SITE PLAN. G' CONFIRMING THAT THE PIPES CAN BE p��.�� the end of the socks.PROVIDE A LAYER OF 15# 8LDQFELT BETWEEN WALK AND ~ INSTALLED TO THE GRADES SHOWN ON 5. Fill sock netting uniformly with compost to the desired length ouu� that |ugo� .� TOOLED
THE PANS USING A PRECAST BOX PRIOR do no deform. ocs JST
ADJACENT PARALLELING CURB
STRUCTURE.
� ^v"`' | TO CONSTRUCTION. ^. .,.:^ ,, ^ - -'- ---' ___-~'---� 6. Oak or other durable hardwood otohao 2'� M 2' in cnnao section should be cmo' JPN
� _-------' t driver vertically p|umh, throug� the center of the compost mock. Stakes omv� NNS
8, " =^ , � ^�-*, .� shou|d be placed at o moximurn interval of 4 feet, or o maximum interval of 8 '
'� | �� MIN. PRECAST CONCRETE DR feet if the sock is p|nomd /n o + inch trench. See Figure 8' �
G�b The otokwo
SOLID NCDOT STRUCTURAL should be driven to o minimunr depth of 12 inches, with om|nmum of 3 ox7E 1 �2D/21
BLOCK. -2O LOAD RATED\ ' H ' '" ^� inches protruding the t
1/2" EXPANSION
. ng m compost sock,
' '
� 30 pA�|Ng ���T MATERIAL -�� ,.~~~ Typical 7 |n the event staking is not o»ooib� (i.e., when owoha ona used on pavement) oo�
� .. CURB MAX.. __��. heavy concrete blocks shah be used behind thek t hold |t | | during'
�Xp�N�|DN JOINT (E'J'> \ NOTE. WATTLE SHALL BE 12" DIAMETER runo� events.
sock » n » po«w
� 1 °x1, DEEP w/AN � � �nt h � Dmt i| AND ' O' |N LENGTH, MIN.
8� |f the �»n»P�mt o»u� is to be left oo Port f the natural |ondaoupe' |t may b�
(� TOOLED JOINT
. renc men, c u � , . seeded at time of installation for establishment of permanent vegetation using
°"o,/ ' --- -------------------- ' - the seeding apmc|Ouotimn in the erosion and sedimentation control plan.
, � 8. Compost socks are not to be used in perennial or intermittent wtnwomv.
4 1. BEGIN AT THE LOCATION WHERE THE WATTLE IS TO BE INSTALLED BY EXCAVATING A 2-3"(5-7.5 CM)DEEP X 9"(22.9 CM)WIDE TRENCH
Mointenonme�LowoT*comnTouR OF THE SLOPE. EXCAVATED SOIL SHOULD ae PLACED UP-SLOPE FROM THE ANCHOR TRENCH
BOTTOM OF BOX
- �> SHALL BE 1 F007 u PLACE THE WATTLE /m THE rRsmcn �OTn�T /TunwToune �o ��sao|� aun��cs �owp�oTSo|� pqomT*ex� v�r�oTqsw Inspect compost socks w eek|y and after e�ch significant rainfall event (1/2 inch
� or grmoto6^' Remove accumulated sediment qnYd bd�' The �omPo�top�h� ���/wa T�s�x���som 7wsup�/ o|os �o��oswTw�rr�saa�ou�or/o�r�v�euT�V \( � must be replaced if clogged or tom. if punding hen* nea excessive, the sock may y"�"|�ENT STORA--� R CONTRACTION JOINT (C'J'\ � .u'c�' (4s7-o� cm) er�xsa cvsnv � (n ' 1 o m)«wo v /r� �axxs ow ��o* sw� _ ws ��ou�o �� need to be rmP000d with o larger diameter or different mmumurwTm ock3. acu v � needs to be reinstalled if undermined or d�o|odgmd The compost sock oho b000 nvEmTHROUGH THE w/oD�EnpT�ExTT�E � � |mo�T�E�oT2-:' (o�r�oo�)OFSTxEExTewD|ws�oov� ��s �TT�EsT�ns / sP»otmd unti| |ond diaturonce io complete and the area above the measure has
8LDg' STRUCTURE 0
17; e�ou�oosov�mp�ap�mo/cu��nTon�ops �n
� l u � permanently otohi|�wd�9LAN
'
wl-urv�'v�
o
�nww
INA
LW
0 '
� NOT �� SCALE �� #0 1�� EACH ��Y ° CON�L R�� �C- T�) SCALE
| ,
'`~ ' ' ^~ `'~' `�� ^ 8 �57 STONE ~ ^~~' '��.^� ��U��������� U �� U��k�U�� �������� UU ~� �� �� �_x~��� �� �� ��U�� �����~�� UU � /� \���� ��l�� [� �������� UUC401
� � �� SIDEWALK V���.�-�� JOINT U DETAIL��U�� � CATCH��UU BASIN DETAIL��U K- (CI) | �� WATTLE K y k~�- DETAIL
��8K_

, . EROSION CONTROL NOTES AND MAINTENANCE PLAN:
GROUND STABILiZATWN AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AN.D VEHICLE MAINTENANCE WITH LINER, NO G RAV E L APPROACH 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WiLL BE CHECKED 8. LAND QUALITY REQUIRES
THE NIMBI CONSTi TiON 6ENERALPERMIT" 1. Maintain vehicles and equipment to prevent discharge of fluids. FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING ALL SEEDED AREAS WILL BE FE RTILI
Implementing the details and specifications on this plan sheet will resuh in the construction 2, Provide drip pans under any stored equipment. ....-.v.; '* ZED, RESEEDED
activity being considered compliant with the Ground Stabilization and Materials Handling 71 "�` '" < <� ` ONSITE CONCRETE WASHOUT RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN AS NECESSARY, AND MULCHED, ACCORDING TO
3. Edentlfy leaks and repair as soon as feasible,or remove leaking equlprnent from the y , ,;r
sections of the NCG01 Construction General Permit(Sections E and F,respectively}. The :!"�!a "* , l h, 24 HOURS OF EVERY HALF-INCH RAINFALL.
permittee shall comply with the Erosion and Sediment Conuor plan approved by the project. tteoj , >,�•r SPECIFICATIONS IN THE VEGETATIVE PLAN, TO
STRUCTURE WITH LINER
4, Confect all spent fluids,store in separate containers and properly dispose as + r ; _:� >I MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.delegated authority having jurisdiction.All details and specifications shown on this sheet hazardous waste(recycle when possible), 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT ALL SLOPES WILL BE STABILIZED WITHIN 21 may not apply depending on site conditions and the delegated authority having Jurisdiction. 5, Remove leaking vehicles and construction equipment from service untii the problem • �■■■ WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF CALENDAR DAYS. ALL OTHER AREAS WILL BE
has been corrected: """".ease iffiliffilleir �, 10'-0"MIN, #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A STABILIZED WITHIN 15 WORKING DAYS.
SECTION E GROUND STABILIZATION k a e, y •r.; .
.." 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products t CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. WATER QUALITY REQUIRES;
ketl.. , Crourid SdabNizatidtt Yisrtdre►ttss ism NM A
y materials. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR ALL SEEDED AREAS WILL BE FERTILIZED RESEEDED
"u "� = o C o TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. AS NECESSARY AND MULCHED ACCORDING TO
Stabilise w1thin this. __ , ��"`
Me"tat®nr to a rev i or die center that handles th;,se w
yt ng s
51t€1 Area Descxiptkatt flrngfra+no tnrlatlisne __ (7yp
Filers sitter Ceasing eta V V OR STAPLES ) SPECIFICATIONS IN THE VEGETATIVE PLAN TO
OTTER,BUILDING.MATERIAL AHD LAND CLEARING WASTE / DRAGS
z O> <O VI MIL 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
laced(il§tttr�iattt ,. , 1, Never bury er burn waste. Place litter and debris in approved waste corttelners. . ... ease. . . _ _ _
(a) Perimeter dikes, 2. Provide a sufficient number and size of wa§te c©ntis4rtetS(e.g semester,trash CaNCRE1L WAiltf)11T5 q O 1 f E SLOPE LINING PLASTIC SANDBAGS INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK ALL PERIMETER DIKES, SWALES, DITCHES,
Swales,ditches;and 7 Ntints receptiecle)on site to contain c©nstruction and domeek wastes, 1. Do not discharge concrete or cement slurry from the site. b
SIDE OR STAPLES • DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN PERIMETER SLOPES, ALL SLOPES STEEPER THAN
perimeter slopes •. - �._...,,._, 3, Locate waste containers at least 50 feet away from storm drain insets aril surface 2. Dispose of,or recycle settled,hardened concrete residue In Accordance with local > 17 P') THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH 3' HORIZONTAL
waters unless rig tither alternatives are reasonably available. U O TO 1 VERTICAL (3.1) AND ALL
• (b) High tauellty Water lY and state solid waste regulations and at en approved facility: / A A - In SEDIMENT, ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
HIGH QUALITY WATER (HOW) ZONES SHALL BE �
(HOW)tortes 7 6ne
4, Locate waste containers on areas that do riot receive substantial amounts of runoffO O C) O O '. 'y POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED
3. Manage washout from mortar mixers in accordance with the above item and In � �
...... . .. ......__.____ ._...-.,..,. ...__ _._...__. from upland areas and suer§not drain directly to a sttor`te dralh,stress tit wetland, • u ,• TEMPORARY OR PERMANENT W
PROVIDED
If are its`or lets in le addition place the mixer and associated materials on impervious barrier and within FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. STABILIZATION WITH GROUND COVER AS SOON AS E"
(cj Slopes et®i3par than length and are �A
3:1 T net steeper than 2:1,14 dams ere 5. Cover waste ceri aitiers at the end of each wtsrktley and before stone events or fat perimeter silt fence. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAiN
al ra provide secondary containment. Repair or replete damaged waste containers, 4. [nsteil temporary rerisrete washouts per Iocel requirements,where applicable: If an EVENT. SEDIMENT WILL BE REMOVED FROM AROUND WATTLES, PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN (7) Z
`_ .. . - 6. Amehor ell lightweight items in waste containers durin"times of high winds, Alternate Method or product to to be used,contact our a
BEAVER CALENDAR DAYS FROM THE LAST LAND-DISTURBING
`,7delysforslOpesgreeterthan58Ing p y pt�rovalauthorltyfdr DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY W W
length And with sl es steeper then 4:1 7, Empty waste containers as heeded to prevent overflow. Clean up irernedletely if review and approval. if local standard details are not available,use one of the two ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE V
op RAIN EVENT.
7 days for perimeter dikes,steeper
than
cotitairars averfir>w, types of temporary concrete washouts provided on this detail. CLEARLY MARKED SIGNAGE SFCTION A-A PROVIDED TEMPORARY OR PERMANENT i-
(d) Slopes 311 to 4:1 14 d[tchga p®rirrtltar slopes and HOW 8. Dispose w®ate off site at an approved di§pose[#ei linty: 5. Do not use concrete washouts for dewaterlrtg or storing defer Dive curb Or sidewalk CONCRETE NOTING DEVICE(18"X24"MIN.) STABILIZATION WITH GROUND COVER AS SOON AS W
Xrities 9. On business days,clean up and dispose of waste In designated waste containers. , sections, Stormwater accumulated within the washout may not be pumped Intto or WASHOUT NOTES: 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE PRACTICABLE BUT IN ANY EVENT WITHIN 14 O
�1®days for falls Lake Watershed • discharged to the storm drain system or receiving surface waters, liquid waste must 1.ACTUAL LOCATION DETERMINED IN FIELDDIVERSION CALENDAR DAYS FROM THE LAST LAND-DISTURBING Z Z
be u project.
SEDIMENTORAOBO BE REPAIRED. MUSTR BE TEMPORARILY
d THE <
.� pumped out and removed from ro ace. RIDGES
WILL 7 dAysr perimeter t�11<ras,swates, PAINT ANQ C}7H,ER Ettt!{I7 WAS,1 2.THE CONCRETE WASHOUT STRUCTURES SHALL BE ACTIVITY. 4/
6. Locate washouts at least 50feet from storm drain inlets and surface waters unless it ' STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF (�
ditches,perimeter slopes and HOW Zones 1. Do not dump paint end other liquid waste into storm drains,streams or wetlands. MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES ACTIVITY ASSOCIATED WITH A SWALE.
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, 75%OF THE STRUCTURES CAPACITY. N
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2, Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive 9. FLOCCULANTSSSUES. WILL BE USED TO ADDRESS 7 I d.
•there is zero slope waters unitise no other alternatives are reasonably available. TURBIDITY ISSUES. THE PUMPS, TANKS HOSES AND Z
3. Contain Inlets wastes a ernttives area. spills or overflow. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE INJECT SYSTEMS WILL BE CHECKED FORS PROBLEMS Q Z Z
Note After the permanent cessation of constructionactivttles,anyareaswkhtemporary 7. tovatewashoutsinaneasilyaccess{btearea,onlevelgroundandInsia!Iastone CL.EARYMARKED WITH=NAGE NOTING DEVICE. WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE OR TURBID DISCHARGES DAILY. © Q
• ground stabilization shall be converted to permanent ground stabilization as soon as 4, Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving.authority. BELOW GRADE WASHOUT STRUCTURE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 10. BASIN OUTLET STRUCTURES AND SKIMMERS J
ry 8. Install at}east one sign directing concrete trucks to the washout within the project NOT TO SCALE STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 SHALL WITHDRAW WATER FROM THE SURFACE.
surface stable against accelerated erosion until permanent ground stabilization is achieved, limits. Post signage on the washout Itself to identify this location. .�,.
PORTABLE TOILETS FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE Z _Z
4. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on levelground,at least 50 feet awayfrom storm drains, USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE
overflow events. Replace the tarp,sand bags or other temporary structural 11. CONCRETE WASHOUTS SHOULD BE INSPECTED C C
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no afternatDve reasonably available, if 50 foot components when no longer functional. When utilizing alternative or proprietary HIGH 10'-0•MIN. SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT DAILY AND AFTER HEAVY RAINS. DAMAGES SHOULD e e
techniques In the table below: offset Is not attainable,provide relocation of portable toilet behind slit fence or place products,follow manufacturer's instructions. COHESIVE& B OR SANDBAGS ') BECOMES HALF-FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED BE REPAIRED PROMPTLY. IF FILLED TO OVER 75% J 0 J
y on a gravel pad and surround with sand bags, 10. At the Completion of the concrete work,remove remaining leavings and dispose of LOW FILTRA770NN HIGH OR IS DAMAGED. CAPACITY WITH RAIN WA I r
• •Temporary gratis seed covered with straw or •Permanent grass-seed covered with straw or 2, Provide staking or anchoringof portable toilets during periods of hi winds or In highSOIL BERM n n n n / 14 MIL TER T SHOULD BE Q
P high B in an approved disposal facility- Fill pit,if applicable,and stabilize any disturbance a COHESIVE& d-
00VACUUMED OR ALLOWED TO EVAPORATE TO AVOID
I other mulchesanetackiflets othermukhesandtackltlers foottrafffcareas, cauaedbyremgvelofwashout. PLASTIC LINING LOP SOIL
ILBERRATiON 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE
© O O
•Beetgxtlte fabrics ct�h es permanent sop 3. Monitor risible toilets far leaks and properly dispose of any leaked material. • V U f 1:1 SIDE SLOPE SOIL BERM OVERFLOWS. BEFORE HEAVY RAINS THE HyckptaQdlnt; po leaking m.. .. . ,..._ . .. - __ O 0 �/ ,) _ DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. CONTAINERS LIQUID LEVEL SHOULD BE LOWERED OR O
• R©tledercisiencorrtrol products wither reinforcement matting. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace 2 > < 4 ,., THE ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL O
I withoottomporarygra4sood •Hydroseedlrng with properly operating unit. �..... .....,_.... O O M o;>��<. _ ',"'i THE CONTAINER COVERED TO AVOID AN OVER FLOW C•1
q ,.�.,. �Sf NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES WILLCt
•Appropriately applied straw er other intikh •shrubs w ether permanent planing powered HERBICIDES,PESTICIDES AND RflfaEAlT,.. :..S b �' 5< •
' `�°`�`•`•
A.;,` %? I,,2�s ,...;1,.''X',' , DURINGRAIN. WHEN SOLIDS HAVE HARDENED THEY W
W
1•Ala uctibeetlng with mulch --- -- , m- _ ____ - 1, and apply herbicides, .advises end rodenticWee le accordance with label O C Q < �`� .`` BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR
a tlnifnrmandevenlydistritr igraundcxaver EARTHEN STOCKPILE MANAGEMENT Storectnd
/ n • `��`��``�: o``�?` ,.%.`.'`�i`�i`�.`` /1/.":.``0`r/./``�i``�`%``':;,%.`// ' SHOULD BE REMOVED AND RECYCLED. C7 _I I_
1' BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT Q _l
st.rtftdent to restreinareaien 1, Show stockpile locations on plants. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and radenticides le their original containers with the O C) C OI. WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST/ s� SECTION B-B Z -� Cr)
•structural',twe ads such as concrete,0064 of 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of / V V V BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED AND KEPT CLEAN < Cl) p
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning. \
WEEKLY. W w •d•
I __ •Rolled erosion Central. oductswith i seed available. B
a, Prwteet sttxkpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides end rodent;cidas in areas where flooding is
pessibleor where they may spill or leak into wells,stormwater drains,ground water 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE
POLYACRYlAMIDES(PAMS)A,ND FLt�ULANTS five feet from the toe of stockpile, or surface water. If a spill occurs,clean area immediately, OOR STTAAPLGE j71'P.) NOTES:
W W Z
i. Select#Igeculants that are appropriate for the sells being exposed during 3. Provide stable stone access point when feasible. S 1.ACTUAL LOCATION DETERMINED IN FIELD DESIGN STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. c w W Z
4, Do riot stockpile these materiel onsite ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO W epnatruetian selecting from the N£fliNif List cif Apprswed PAM ceu!aRrs• 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance •
Apply uct iert,S is at or fe m inPWR fat of A and edPAtetrt/Flat tin Mfa&surfr&. with the approved plan and any additional requirements. soli stabilization ion is defined CLEARLY MARKED SIGNAGE 2.THE CONCRETE WASHOUT STRUCTURES LONGER DRAINS OR IF THE ROCK IS DISLODGED, BAFFLES WILL BE LL o IY F- Z
CONCRETE NOTING DEVICE(18<X24"MIN.) SHALL BE MAINTAINED WHEN THE LIQUID = O M
d, Apply floeculants at the cf3neentratiisRs spec{f14d In the NCtDIIVR Lfataf Rpphritiesf as vegetative,physical or chemical coverage techniques that will restrain accelerated WASHOUT REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR � �- a" U E-- O
PRM(Ffecculanrs and in accordance with the manufacturer's(ttatruct)gna, erosion on distereed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WANE STRUCTURES
RES REACHES O O THE
STRUCTURESCAPACiTY1OPR0VlDE BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT J W Q CO crJ
4, Provide loccuIanpending area far actor containment of tt atft[l Stctrrcturerr 'ttr before discharging r 1, Create designated hazardous waste collection areas©n site, WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE W Z 2- a Z m
ADEQUATE HOLDING CAPACITY WITH A
2. Place hazardous waste containers under cover or in secondary containment. MINIMUM 12 INCHES OF FREEBOARD. HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED .> M
st€fsite. ,r i ; ", I (- R I'�1 Cr.kOLINA 3, Do not stare hazardous chemicals,drums or bagged materials directly on the ground.
S• Store flocetitanta In leak-proof containers that are kept under storm-resistant cover PLAN WEEKLY AND WILL BE KEPT CLEAN. U W ~ J
or surrounded by secondary containment structures. Environmental Quality 3.CONCRETE WASHOUT STRUCTURE NEEDS
° TO BE CLEARY MARKED WiTH SIGNAGE
to M C�
- - ,n ....0.0 NOTING DEVICE.
NCGO 1 GROUND STABILIZATION AND MATERIALS DANDLING EFFECTIVE: 04/01/19 ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL PERMANENT SEEDING RECOMMENDATIONS FOR FALL AND NPDES-SPECIFIC PLAN SHEET NOTES
EARLY SPRING
PART ill PART IN PART HI SEEDINS� MIKTURE
SELF-INSPECTION, REPORTING 1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION (Ibf acre) (lb/1000 sf) SEEDING MIXTURE STORMWATER PERMIT NC0010000.
SECTION C:REPORTING RYE (GRAIN) 120 2.75 SPECIES RATE (lb/acre) 1000 sf) 2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING ( / ) (�/
Self inspections are required during normal business hours in accordance with the table 1,Occurrences that must be reported TALL FESCUE 80 1.84 TO NPDES GENERAL STORMWATER PERMIT NC001 0000 ONLY.
1.E &SC plan Documentation SEEDING DATES: PENSACOLA BAHIAGRASS 50 1.15 3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE
below, When adverse weather or site conditions would cause the safety of the inspection Perm{ttees shall report the following occurrences:
The approved E&s plan as well as any approved deviat on she l be cep on the see. The MOUNTAINS - AUG. 15 - DEC. 15 SERICEA LESPEDEZA 30 0.69 EXCLUSIVELY PURSUANT TO NPDES GENERAL STORMWATER
personnel to be In Jeopardy,the Inspection maybe delayed until the next business day on approved MSC pan must be kept up•to-date throughout the coverage under this permit. (a) Vislbie sediment deposition in a stream or wetland, COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 15 KOBE LESPEDEZA 10 0.23 PERMIT NC0010000. Owlo cb which It is safe to perform the inspection. In addition,when storm event of equal to
'The`oilzrwing items perair,ng tc the E8i5t plan shall be documented In the manner SOIL AMENDMENTS; 4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF
greater than 1-.0 Inch odours outside of normal business hours,the&tif•inspectlort small be ib) cl!sp lls'f
FOLLOW SOIL TEST OR APPLY 2,000 lb/acre GROUND AGRICULTURAL SEEDING NOTES: THE PLANS AND IT IS NOT PART OF THE APPROVED PLANS FOR Nin
described: in
tt
performed upon the cdmred in the
c>f this n Re business day. Anytime when inaptsttlons • They are 25 gallons or more, LIMESTONE AND 1,000 lb/acre 10-10-10 FERTILIZER. 1. FROM SEPT. 1 THRU MAR. 1, USE UNSCARIF1ED SERICEA SEED. THE PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY A v N
were delayed shall be rioted to th®Inspxtlon Record,
- - -- - - • They are less then 25 gallons but cannot be cleaned up within 24 hours, 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO CODE. .� o^
Ron to bowmen Does ►tatter pequIrements MULCH
' • The cause sheen on surface waters(regardless ce volume),or30 lbs/acre.
Frequency (a) Ed&E61.,5C ruleaisv-e"as Seen installed . InRiai env date each EFItaC Measure do a copy
y APPLY 4 000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, U x
Imp [dieinbaerrital arsipeatitam s&MeatMead r. arid rises not sigrifra 'o v-ata froth t*e 1 of the approved E&SC Pien on unto/fete;date • They are within 100 feet of surface waters(regardless of volume). NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET 3• APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE F.III4WHERE A NEAT
eusvrra Ittyuaj....,. `� W_. ._._,- .. __..,__ Ibtatlons,dime^sb a and-e at',Ye end s-en an nsped'or report that fiats each NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. KOBE TO 40 lbs/acre.
(11 Fain Dig* WHY belly rainfall amounts.
fhaiht,rtned In M he daily taxi gauge observations ere Matti tinting rvec#ettd di shdowli tan the atrprtiaed E&3E?tart, Eesc Measure shown on the approved EBe5C
good woiiiing heil,day periods, and n©• fitlivMeinhetay rainfall infgeriallati is. Pia^. This datee merttat`tl^is equi ed upon f+e (a) Releases of hazaddouu§substances In excess of reportable quantities under Sermon 311 MAINTENANCE:
t • of the Clears Water Act(Refit 40 CFA 110:3 and 40 CFR 117,3)or Section 102 of CERCLA REPAIR AND REFERTILIZE DAMAGE AREAS IMMEDIATELY. TOP DRESS WITH NURSE PLANTS: BETWEEN APR. 15 AND AUG. 15, ADD 10 lbs/acre GEF{MAN - ax
order avanietile,record Dire ctnnutatiae fern Measurement pit these err l !nrtal installation of the El;SC Measures or if
attended days (end this riili tleterrrArta if a sit+ tnspectton is the E&sCMeasar9eremadiFledsRer{nktal I (Ref:40CFR 302,4)orG.5,143-215,85, 50 lb/acre OF NITROGEN IN MARCH, IF IT IS NECESSARY TO EXTEND MILLET OR 15 lbs/acre SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUC. 15 4 W a
needed). bays oh vrhfeh na tniitAN ecturred Shan be recorded as ;ncta iation. I TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 lb/acre KOBE ADD 25 lbs/acre RYE (GRAIN). ��"�� X x"zeta." -MC petnintii>•may lose*nether rain•monitonng[invite.. .......... _............ _
.. awes eta byttisEtfviwttn (b) A tihase cr g king has been co mmpleted. initial and date a co3y of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses. (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN
(II Ft4.9f Atl fSr.rnr'tceper t. tdenUacatlntiotthemeasu sbtspeetetl, j i Pier)Exf:,niplete,date and sign eninspecton LATE FEBRUARY OR EARLY MARCH. SEEDING DATES: BEST POSSIBLE N
Measure's 7 calendar days 2. bate end tine of the inspection, r report to indicate comp.etinn of the
anti withifi24 4, Name otthtpersonperrohtinetfielnspeetksti, cart4ttocConphase. (d) Noncofttpliancewiththeconditionsofthispermitthatmayendangerhealthorthe EARLY SPRING: FEB 15-MAR. 20 FEB.15-APR. 30
Nevus of a mite a, Indiratbn of whether the measures wore
environment: TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31filmilli
evntrt'e t,o Inch In praeerty, (c.) Ground cover•.,:?ousted red installed Inflial artt9 date a coat of the approved E&'5£
operating
P4titstira 9. t?esenptkentifmatntchafiit for fltenne�are; IriaeC'dn'ahcew�Tr_tfseaesrf7vedEEt5E [e-mail] ands SQL AMENDMENTS: �.
N
a n ins ettlan
�' p
SEEDING MIXTURE
• 6, �esalptbtLeah(etiatt,arftidatevfcorretthrde[tloasfalieri, PIaH. report ttiinchcateComaiance with approved Z. Tirnsframes end t3ther Requirements
ED APPLY LIME AND FERTILIZE ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 0? � �
' (3)Stotmwat+et Atioattoheeoat t. Identification oftfro& i's*twte%wisaerses, �� lbs/acre 68.9-114.8 Ibs
disthario 7calanttafdays 2. bate anti trfn6ofthemSfinetkui, urdtxrrerspxireat>©ns. - SPECIES RATE (lb/acre) (Ib/1000 Sf� / ( /1,000 sf) GROUND AGRICULTURAL LIMESTONE (USE
After a perrttittee becomes aware of an occurrence that must be reported,he stall contact
rrutfallst394Js) andwtthlnz4 3. Naineefttieparson peftttrt,argitiartispectror,. (d) The ma'^te ce e a epatr r r p±ate,date and sign an inspection report: the appropriate Division regional office within the ttmeframes and In accordance with the GERMAN MILLET 40 0,92 THE LOWER RATE ON SANDY SOILS) AND 1,000 lbs/acre (22,9 Ibs/1,000 sf) i--1
hours of a rain .4, Evidence tat indicators of starrftwatte titatluttohi Much se dll r wire me^ts ice a' r&%-:Measures +
eventp't:tt inch in shgait,fltsetrngorsuap2nle<t solids ijrdta[dlcn►tlem, other requirements listed below, Occurrences outside normal business hours may also be 10-10-10 FERTILIZER.
*eta been a�.fv.ix3. IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDANGRASS MAY MULCH:24 eta' s, lemon,tea,Iry ors suspended
e»,ert leaving inn di Site, reported to the Division's Emergency Response personnel at(9EJ©)662 7956, (800', a
. e pere iptian,ewrkettce,and,dateofcurrectivaactions taken,,,.,.,_, (e) Correct ve act�t gave been taken Initial and date a coo/of the aporcved E&5C 858-0368 or(919)733.3300, BE SUBSTITUTED AT A RATE OF 50 lb/acre. APPLY 4,000 lb/acre (91.8 Ibs/1,000 sf) GRAIN STRAW OR EQUIVALENT COVER Q N
`j4)pmasrreror At least*nee per tfeeibta sedimentation is found Eoutsideaiterhntta thee aretorvi tOEg,5CMeasures Plan ores;na'ete,datea.ndsigranirtsaection OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, C/) , U
site -I-
and ef the following
nstakentociemade report toir,dicatstrecamp',eticroithe SEEDING DATES: NETTING OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISKP4
and within 24 1. Action taken to clean up or stab ltze the sediment that ha+left C4rrectlVE action.
r
twuraofaraln thasrtehmns, Occurrence Reporting Timeframss(After Discovery)and Other Require merrts MOUNTAINS - MAY 15 - AUG. 15 WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING Z Z `''event..1.0 Inch in 2, Description,evidence,and date of corrective actions taken,and (a)Visible sediment • Within 24 hours,an oral or electronic notification. PIEDMONT - MAY 1 - AUG. 15 TOOL. Q C7 O o
24 hours 3. An explanation as to the actions taken to control future deposition in a • Within 7 calendar days,a report that contains a describd c 7 Of t-he ray
y releases. 2.Addition aiDocumentation stream or wetland sediment and actions taken to address the cause of thedepositior. COASTAL PLAIN - APR. 15 - AUG. 15 MAINTENANCE: r,4 U © Z ,�
(s)stre rnsor Atieast Once net lrthe stream or wetland has increased visible sedimentation ora In addition to t,e=&C P andocume�rits a�5ove.the following items shall be kept on the SOIL AMENDMENTS; IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTiLIZE IN THE SECOND YEAR, y ,.-,, Z
-o' Division staff may waive the requirement fora written radii r.a
0r, wetlands anions 7 calendar days stream has visible increased turbidity from the construction
V or°Ratte anci 7caIenhin24 activity,thenarecord°telefoilowingshailbematle: site case`by-c`sebasis. FOLLOW RECOMMENDATIONS OF SOIL. TESTS OR APPLY 2,000 '�
(where tauraotatain i. aeacnptloneviaeiveanddateotcorreccneactionstaken,and • and availabie far agenc,•inspectors at ail times during normal business hours,unless the • if the stream is named on the.sic:3i;3(41:fist as impaired for sedlrrnt- lb/acre ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 lbs/acre (11.5 (bs/1,0{10 N
E acceeaibita) event_1.0 inch in 2. Records.of the reiquiredreports to the appropriate Division Division provides a site-specific exemptionoasedor unique site conditions that make this related causes,the permittee may berequire�dto perform adationeI GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 sf} 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
ro 24 hours RegonalOffice par Paws,Section c,ftem(2ua)af this permit requirement"totpracticai: monitoring,inspections©rapetyrsforesuiridont Prattles ii-staff FERTILIZER. THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
`�' a-'
Qt this_pool!. ,_- determine that additional ride Rernent.5 are needed to a"si,re compliance MULCH:
(6)Gruunq Attar cad"pMtac I-'ma ptraca a gra4tns(ins4ilat14n or por6nctcr easC iL�JI
atatttaration et •diftg nvfur@s,Ftearingandsrubesij.p+stagAtionofstem (a) Theis►,er+eraiParmhaswtslles the;ertgeataofcoverage,aftertit{sreceived, with the federalgrstateim it �ater,con€iitidtrEs. APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
measures drainrgafacilities.mmptetionorallkeod-distyrbsng (b)E3iispinSand • Wfthrn34faau7x,antara(cu elecroracngtificatiwl. TfienatifiCatigeE PERMANENT SEEDING RECOMMENDATIONS FOR LATE SPRING
oat lolly.u?rtructia+arrederekapa+entpemtarent (b) Recoreaof;nseectlon8 made define tee Previous 3Qdays, The permtteemallrecrard release of shall include iFlformatignatiolttre date,time,nature,vplutiesrtd f NETTING. OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET AND EARLY SUMMER
N �`"' EO`a`1' the rep iredQbaervaticirisontheInspectionReco=dform rovidedbytheljivisiongr h?zardeE+s location of the gpigarrslease. NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
M 2- pocut:+afrtation that tte required smut*stabilisation P substances per Itens
o a similar In pection farm that includes all the required elements.Use of MAINTENANCE:CE: SEEDING MIXTURE
q r, rep lsures have bee�pnovide4 Within the required
_ Sib)ic)alat3ve..
o c) l time+ram.qr•nautaRc+=srwttM �nrrraprrriweaas a+sctrz�ncal; oft+terequlredpaperc©ptaswiUbealfaaedi# REFER�LIZH IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE
a o l._"-._-- FOR'asiP_ _.__ ;howntapravideegifalraccessandutii as (c)Anticipated . pf?RortgflRasttenuifgtrs6eJbreroedsrtegfthet+ya eaaits RATE (lb/acre) (Ib/1000 sf)
o _ try pyrecords. AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. SPECIES
bypasses[40 CFR The report shall include an ewi lawn of the anticipated quality and
122.41(m)l31) effect of the bypass. PENSACOLA BAHIAGRASS 50 1,15
o NOTE.the rain inspectf.on resets the required 7 ealenclar day lnspeetif3tt requirement, (c) All data used to complete the Notice of Intent and older inspection records shall be (d}Unanticipated T SERICEA LESPEDEZA 30 0,69
pa q Within
thz4hews,anoralorelectrthatin notification. TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER
period
yearsproject completion and made available bypasses g4u GFR • 7coiene#rr days,a report:hat includes an evaluation ea lire SPRING o COMMON BERMUDA 10 0.23
maintained f©r a of three attar
a o upon request (4o CFR a22.�l1j 122.41(m)(SII quality and effect of the)aypass AND EARLYS RI GERMAN MILLET 10 0.23
c a
,,,v,�_, _:_ ., ___. __.__v..._,..._ ......._ ...-.---.�_ ._.._. .-.: .-.-,._.._„_.....,..__..�-,,.._. (e)Noncompliance • WiUrA 24 bows an oral 4r el�aurlir notifii:atian.
within 7 cgleaget dq a report that eontams a description of the SEEDING MIXTURE 9131
�, with4hecondition@ SEEDING NOTES:
e" of this permit that ngncempliarice,and its causer the period of ncnsomi ante, SPECIES RATE (lb/acre) (lb/1000 sf) 1• WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA, DES. JST
o may endanger including exact dates and times,and if the npncomphartce has rant
o
health orthe • beencttrrected,the anticipatedtirrenorierxnpliaacz se�ecteatc RYE (GRAIN) 120 2.75 2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT CcD. JPN
o
rn i environment PO continue;and steps taken or planned to reduce,eam ,and ANNUAL LESPEDEZA 50 1.15 BECOME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lbs/acre DRY NKS
CFRt2a.41Q)(7)j prevent reoccurrence r,fthencnmmpiiartce_i40CtRt3za111)1(t)_ (KOBE IN PIEDMONT AND CENTIPEDEGRASS.
a Division staff may waive the requirement fnr a written refit an a
case-h casetas;s. COASTAL PLAIN, KOREAN
IN MOUNTAINS) APRIL SEEDING
DING-DDULYS 5 DATE 12/30/20
1) 1 A'NORTH TH CARQLINA+
tv.
- - , OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS SOIL AMENDMENTS:
1. ,. environmontal Quality ro
... NOT TO EXTEND BEYOND JUNE ���auua<��
(68.9YIbs/1,OODs GROUND AGRICULTURAL SLLIIMESTO E AONDA500 lbs/acre (11.5
���� CAIQ ����i
izn -0
(11.5 �••>� •........��i •i4,,1 , -� ' TION1�Oi�JJEEPNj AND REPORTING EFFECTIVE: ©= '�0l/ SEEDING DATES: Ibs/1,000 sf) 10-10-10 FERTILIZER. ��� � •.• Ess O.
MOUNTA NS - ABOVE 2,500 FEET: FEB. 15 - MAY 15 MULCH: • _ ; . y ., .�
a BELOW 2,500 FEET: FEB. 1 - MAY 1 APPLY 4,000 lb/acre (91.8 Ibs/1,000 sf) GRAIN STRAW OR EQUIVALENT COVER 's d� L 9
PIEDMONT - JAN. 1 - MAY 1 OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT 1 8 1 :
a / v=
a."t•, ae' '�'tr
COASTAL PLAIN - DEC, 1 - APRIL 15 NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK V a s_ •C3 ` '
SOIL AMENDMENTS; _ t`�.'
S WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre TOOL. •+ N '••• •'� '��`
a GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 MAINTENANCE:
,��i�sto�U ��,�
FERTILIZER. REFERTiLZE THE FOLLOWING APRIL WITH 50 lbs/acre (1.15 Ibs/1,000 sf)
MULCH: NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR.
APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WiTH ASPHALT, WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEEDED.
en 7
0 o 2
NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. ^~
MAINTENANCE:
IVE
0.1 CO
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZEC4AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. a
a_ c, .,
BY: . . .
c6 ,

-------
-- NOTES:
2" S9.5C IN (2) 1-1/2" LIFTS (NCDOT) I. PAVEMENT SECTIONS SHALL BE DETERMINED WITH
/ 5 B25 BASE (NCDOT)3" I-19.0 BINDER IN (2) 1-1/2" LIFTS (NCDOT)
" CONSULTATION FROM THE GEOTECHNICAL ENGINEER
AND ONLY PER THEIR RECOMMENDATIONS. PAVEMENT
DETAIL SECTIONS SHOWN ARE MINIMUMS AND MAY
BE STRENGTHENED PER GEOTECHNICAL ENGINEERS
RECOMMENDATIONS.
.L,V*1,74W;4utC -Tr,'Trf,-T4,'Atg.vAfzw:; oas
1111/1111511/00•••000°00Tho0•0.'1 4. 2. REFERENCE GEOTECHNICAL REPORT FOR
-.' • • • • • 7.
0 UNDERCUTTING IN AREAS OF PROPOSED PARKING
:000000.000000000000000.
0 AND DRIVE AREAS. CONSULT WITH GEOTECHNICAL
Hr-lir ENGINEER TO DETERMINE REQUIRED SUBGRADE
I I 1=111=T UNDERCUTTING AND REPLACEMENT. ROCK DAM NOTES;
1. CLEAR THE AREAS UNDER THE EMBANKMENT AND STRIP OF ROOTS AND OTHER
TURN LANE PAVEMENT SECTION (NCDOT) OBJECTIONABLE MATERIAL DELAY CLEANING THE RESEVIOR AREA UNTIL THE DAM IS IN PLACE.
NTS 2. COVER THE FOUNDATION AREA INCLUDING THE ABUTMENTS WITH EXTRA-STRENGTH FILTER
FABRIC BEFORE BACKFIWNG WITH ROCK. IF A CUTOFF TRENCH IS REQUIRED, EXCAVATE AT
CENTERLINE OF DAM, EXTENDING ALL THE WAY UP THE EARTH ABUTMENTS. APPLY FILTER
FABRIC UNDER THE ROCKFILL EMBANKMENT FROM THE UPSTREAM EDGE OF THE DAM TO THE W
z DOWNSTREAM EDGE OF THE APRON. OVERLAP FILL MATERIAL A MINIMUM OF 1 FOOT AT ALL lii
2"-3" S9.56 OR S9.5C 11" B25.06 OR 625.0C 0 0 JOINTS, WITH THE UPSTREAM STRIP LAID OVER NE DOWNSTREAM STRIP. F--
0 CONTINUOUS LINES 10t-307SP SKIP LINE 2'-61/SP MINI-SKIP LINE z
0 co SURFACE COURSE
/ BASE COURSE
/ --4
I-)-
<<
<CI_ 3. CONSTRUCT THE EMBANKMENT WITH WELL-GRADED ROCK AND GRAVEL TO THE SIZE AND (r) Z
m 1-4 DIMENSIONS SHOWN ON THE DRAVANGS. IT IS IMPORTANT THAT ROCK ABUTMENTS BE AT LEAST
Z x=c..; 1-w--5'--.1 r VARIES W LIJ
UNLESS 0114ERWISEJD SHOO, USE 2'43'/SP IIINI-SIPS FOR i-- 0 co .
UNLESS OTHERWISED SHOWN, USE 10.-30"/SP SKIPS 'TTJP << 2 FEET HIGHER THAN THE SPILLWAY CREST AND AT LEAST 1 FOOT HINER THAN THE DAM,
<,, SKIP LANE LINES AND SKIP CENTER LINES. LANE LINE EXTENSIONS THROODH INTERSECTICNS, EDGE LINE
1-4 Z EXTENSIONS THROUGA INTERSECTIONS AND MINI,SK/PS <1- . EXISTING / EXISTING L.--10_t-Trz ..l-=.7.-
zrz=00040= ROCK ALL THE WAY TO THE DOWNSTREAM TOE, TO PREVENT SCOUR AND EROSION AT NE 1.,..... 0
=co o EDGE LINE USED FOR BICXGLE LAAE LINES.
'-'0 LI • -- _ -
cc z .. ABUTMENT-Nu 'c-:-)t-15-c ABUTMENT&
.1W_ j 30' 0_ LU AS,<LL.i
00cD= V-0" 2`-0" X 2'-0" 1'-0" -2 c>
-},>)
I I 1 i 2' 6' u.i ..ru.= 1--- Z°fi'-'
c.E . WEIR ELEV. 0 W
YELLOW OR WHITE Z ' 4. SED1MENT-LADEN WATER FROM THE CONSTRUCTION SITE SHOULD BE DIVERTED INTO THE
0 c>m 0-1 4' 6- BASIN RESERVOIR AT THE FURTHEST AREA FROM THE DAM.
MN. 1' NODOT / Z a Z
1. inl _i W
YELLOW OR WHITE uj I- -
x u)0 0 = 4"/6" 0 (1)Cr #5 OR #57 iti c. CiCDOC:7 CLASS I AND II itt 0
== -7 Z • WASHED STONE RIPRAP 5. CONSTRUCT THE ROCK DAM BEFORE THE BASIN AREA IS CLEARED TO MINIMIZE SEDIMENT
LINE YELLOW OR WHITE ,
:
(-3(- </ ) --";\ YIELD FROM CONSTRUCTION OF THE BASIN. IMMEDIATELY STABILIZE ALL AREAS DISTURBED 0 ft v--
• *37,1> WHITE -f z .
› w DURING THE CONSTRUCTION OF THE DAM EXCEPT THE SEDIMENT POOL (REFERENCE SURFACE I__ c\I Z
-, _..z 3i-37SP MINI-SKIP LINE 31-97SP MINI-SKIP LINE
18 • X
I ° eOC:s- K -) \-- CDOA STABILIZATION).
,__,-: 0-i-n cLo, vt
- .„.4 ED ri4"
2: 14 CENTER LINE i UNLESS OTHERWISED SHOWN, use s'-aVse cei-sKI's '-':'-' LNLESS OTHERVISED SHOW, USE W-978P MINI-SCPS FOR .C, LO 6. SAFETY - SEDIMENT BASINS SHOULD BE CONSIDERED DANGEROUS BECAUSE THEY ATTRACT 0 § 0 imu-ssie LANE LINES MAD LINE WENS:ORS THRC.A.K4-,TAPERS.
THE WHITE EDGE LINE ENTENSIONS AT ROUNDAS00-.5 C-2) di CHILDREN. STEEP SIDE SLOPES SHOULD BE AVOIDED. FENCES WITH WARNING SIGNS MAY BE
YELLOW ..,_.3 0 c=) c_27 C9DcD NEEDED IF TRESPASSING IS UKELY. ALL STATE AND LOCAL REQUIREMENTS MUST BE FOLLOWED. U)
3' 9' , PAVEMENT REPAIRS ON ROADS TO BE RESURFACED 1.s.ipc ... i
.1 0 HI 0
GORE LINE 143' 14 3'1_1 -1- I-= 1
D X w
12" V-4" 7'-4" (PIPE IS PLACED UNDER EXISTING PAVEMENT) .0 111
„„'
ROCK APRON
C.
:;:iolz-,-, ,,,,-..,,,,,,,,. ...,.f.00,,T.,. .. .:v 8"/12" • .,....W r.----- -12, WHITE ..4_r;r•I i P CID el 0 ___,' CHECK SEDIMENT BASINS AFTER EACH RAINFALL REMOVE SEDIMENT IIIIMM j ...-
15 V-7" V-7" Iripc: 9-
.' , . AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO
wHIrs -f WHITE t 0 *,
M 0 LL 0) ' ‘- `-..,,,C-).61T,c- tC.- ...,""'N ABOUT ONE-HALF THE DESIGN VOLUME. SEDIMENT SHOULD BE I- 2 -sr 2
z LL le l'-.10" r-10" Z •`. 416\---4111L4111I AD 41 s-* --/'-- ---/1-1-24111111, Lift., :_. i. ‘"_& PLACED ABOVE TtiE BASIN AND ADEQUATELY STABILIZED. w -J 0 __I
0 DIAGONAL LINE co co w
..._ I-I MIT",, ,`,A),,,,,,`.1r-`, 1;.-,F-47:',A;,,-4,. , „ z •••• LLI . 2" 59.5B OR 59.5C 11 .--II I... FILTER FABRIC CUT-OFF TRENCH CHECK NE STRUCTURE FOR EROSION, PIPING, AND ROCK C)
30" 3P-1" 9'-1" ,
M < x YELLOW OR WHITE 1-i u_ SURFACE COURSE , DISPLACEMENT WEEKLY AND AFTER EACH SIGNIFICANT (1/2* OR
/ < ...4 X
-4 3 Co CC 0 36" 3'-8" 9r-8" - 0 0. ,..., GREATER) RAINSTORM AND REPAIR IMMEDIATELY.
-I o CC 11" 825.0B OR B25.0C CI LU 2 0
-ta m x. MC ca 42" 4f-5" 10'-5" BASE COURSE C CC w TEMPORARY ROCK DAM DETAIL REMOVE 'THE STRUCTURE AND ANY UNSTABLE SEDIMENT 0
rn Z z CROSSWALK LINE 1 0 2 Z
IMMEDIATELY AFTER THE CONSTRUCTION SITE HAS BEEN w CV
< < i"' ‹:( PERMANENTLY STABIUZED. SMOOTH THE BASIN SITE TO BLEND WITH W W
0 i'' cn EXISTING EXISTING 0 z 0.
z g 0 WHITE Z Z LLI _ _ - - Z ..tter. THE SURROUNDING AREA AND STABIUZE. ALL WATER AND SEDIMENT 0 (), I=
m RxR LINE tri W " 111111111111
SHOULD BE REMOVED FROM THE BASIN PRIOIR TO DAM REMOVAL
0.1
:a a V-a" 2'.-o" x 2'-O" l'..0" I- 2 a. SEDIMENT SHOULD BE PLACED IN DESIGNATED DISPOSAL AREAS Z --1 (i)
1-1 E i
= > ui 11/1111111111111111 cf) 0
Fm0a•", ,I,W.' v ' '' '1: I16 Cazi-I) 4ra:C Z1,-4 >3C<0<C.
>C4L 00rz.1). DURING
O STRUCTURE REMOVAL
MFOLOVAWL I NTO STREAMS OR DRAINAGE AREAS
WHITE
Ui n 11.1 W °
35 1 = Ce 0
ca, WZ
(1 .
STOP OR TRANSVERSE BM!" GENERAL NOTES: " "...., 11,0 . ••••••••• co
\ LL - L- mom
2 , '' 1 ;:,:,,-,5444:'w 24- 1- USE 6" LANE, EDGE, AND CENTER LINES ON AL_ FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
WR.
"' S{ /., '
oeve-5:A.,-; ivzoo.ista AS DIRECTED BY THE ENGINEE
7
2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH 111 "JWIAZUS
WHITE •
OF THE NORMAL LINE. 2 OF 1 PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED
120501 1205.01
3- GORE LINES SHALL BE TWICE THE WIDTH OF T-E NORMA_ _INE. SHEET (PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT) >
'SHEET 1 OF 2 SHEET 1 OF 1
. 0 654.01
p
TYPICAL PAVEMENT MARKER REFLECTOR z
DIRECT TAPER TURN LANE 1 TURN L4,,,E SA''S < 125 =-.
ie/e-WHITE 3'-9/SP MINI-SKIP LINE 0 co Tr
0-0 C)
0%1 Jr-WHITE W-W/SP MINI-SKIP LINE
WHITE LANET--....„,..,_i
<, LINE TOP VIEW gi-I * _J NOTE:
4'N, gi- . e'cnoo TOP VIEW
1-1 z END OF TAPER /,----- --*----------- APER DC=0 CC C.7
A.-P-I 'a
Cri:i)a<33 TAPER 1-1 c 0 . r"0-11 -J
LENS "A" LENS "B" ti--110„. 4Z MILL OUT DEPTH OF SURFACE MIX (2 INCHES)
uJ
r-011-ifn °ow=
m_z_4=51„
TURN LANE ARROW CENTERED IN 0 0 co= i-t >
p. 6)(3 :10-1 -r-II KEEL 1 AmIL lea$ORRWM Alin FROM THE EXISTING EDGE OF TRAVEL LANE
YELLOW YELLOW LA - <
BAY TURN LANE BAY LL=
RED
.°00-4 -41.- INIMIIMIIIMINIMISMI .I.- CRYSTAL 1-.0=00 X INTO THE ADJACENT TRAVEL LANE.
,
1-0crocD .. z„ 1
i••-t 73 r--T1 IV.M.:,4L :::.:11 1-•= Z uj
5 r is.'•0:Fi TURN LANE BAYS 125 - 250 FT. I -WHITE LANE LINE / WHITE 3'-9'/SP MINI-SKIP LINE CO I-1.,0 I . 0
ilhEB I
COI-u_0_j LL
Zo.,c5r- occ,--4‹ 0= Z C)
"02=5 --
Qz ..-i' - .-i> MOUNTED TO CASTING WITH ADHESIVE-7 0-V)er
Z 1-4 6"-.4 8'
• *V> .t.
'.--------=' TAPER t- i_...> >2,1 REFLECTOR AND METHODS RECOMMENDED BY THE -:› W IN--VARIES-
> -< MANUFACTURE OF THE MARKERS AND . SHOULDER
14 11
,.., 4 10"VAX.
1-1 Et 0 W APPROVED BY THE ENGINEER. 7- C7
-<,_, -, so' . c I . -...-::::-. A iw c)
cn _
. . - FRONT VIEW SIDE VIEW , 0 UJ 4'
o „A TURN LANE BAY 7.- 12' 'TURN a s
z po ......_ .. PAVED
CASTING MOUNTED IN SAWCUT GROOVE LANE co un
TURN LANE BAYS 250 FT. OR GREATER
c CENTER BETWEEN FIRST AND LAST ARROWS WITH EPDXY ADHESIVE
_ 1,-,: aKft :WfAl Z:::S SHOULDER r-
TAHITE T.E0SP MINI-SKIP LINE )IIIIIIIIIII 1-
250'
WHITE LANE LINE-4:Ni.
L-.----------5-.------- '! LEVELING LUG 1/4" PER FOOT 1/2" PER FOOT
0' TAPER Fillil P....4 -v w'-
ecr ct 3! - _a er co .
m 0 m a 0 cc /, , , ,
Z TURN LANE BAY .4 U. li 0 U_ , \/\,-.\/\\/\/\,/,\/\/' //\\ ,.\ \ \,<,\,,\..,.\\,,N,,,, ,
I-- si•t ---' cc
VI- 0 ni I-I
Z
)* ta LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANE °
" MAX.i-i 2C CP (-1) 5 g EXIST. 4" PAVED COMPACTED SUBGRADE 3 4 ;1
< x CENTER BETWEEN FIRST /-- W,IITE :,-97SP MINI-EKIP -INE m FRONT VIEW SIDE VIEW
rn „ WHITE LANE LINE, AND LAST ARROWS < Ng cn ii cn _____ REFLECTOR < ItU
l/ . TATt-WAY _EFT T,RN LANE CI 1.1. ILI 0 < > CASTING PA,VEMENT SEC11ON SHALL BE
c rn › • _ _ * z .7,.....- MAX. PROJECTION Z < EXTEND BASE Se BINDER 1--t ,
< --I 2" S9.5 B SURFACE COURSE (NCDOT)
3" i19.0C INTERMEDIATE COURSE fNCDOT) ASPHALT 6” PAST -A.,
P :II 1 I 6°' TURN LANE BAY 160 . CI Z
Z Z CC * 0
> Z ... \--WEB r. Z > 5" 625.0C BASE COURSE (NCDOT) SURFACE MIX ASPHALT fimml 4
z p < w n CO 0 NEB KEEL < W:C 0 cl
m 25 0 --ilit- I-- E 1-• I-- 35 KEEL--% ct. z
cn cn
u) n SAME PAVEMENT MARKING LINES, NUMBER OF ARROWS, V) C,
M 1..
P4 * AND ARROW SPACING APPLY AB FOR THE VARIOUS W
= 0
Z '-'4 DOUBLE TURN LANES TURN LANE BAY LENGTHS SHOWN ABOVE
0 g 441- LANE ir WH .1-31 4X 2:1 Z
TURN LANE & ROADWAY WIDENING
5t C) '..1 11) Z rl
_j CL
Ca WHITE LANE LINE, LENGHT OF akv-- WHITE LANE LINE, LENGHT OF BAY--\ WHITE SKIP LINE ITE 3-9 SP MINI-SKIP LINE Fri 0 04 PAVEMENT SECTION 1-1
-n. UP TO 125' MAX. UP TO 250 MAX. 0
Z D3 M 0 Z
.._ A - _ f..' .....____ w ci) 73 Li, g
= GENERAL NOTES: CA W-4 (fj^4I
.. . .c
\,_ -
TAPER NOT TO SCALE ono c\l
WHITE 2-6/SF MINI-SKIP-N..-
LINE .44-/- SO. INCH AREA FOR EACH REFLECTIVE LENS.
[.. 60' CENTER BETWEEN .:RET
• J 1- USE A MINIMUM OF 1
AND LAS'T ARPIAKS C.A
. TuRN LANE BAY 2- SAWCUT GROOVES TO DIMENSIONS PROVIDED BY THE MANUFACTURER. 44 4 A
3- CONTACT ALL LEVELING Luas TO THE PAVEMENT SURFACE. LEGENDg4 Z H Z-t
GENERAL NOTES: LEGEND I 4- REFLECTOR DIMENSIONS CAN VARY, BUT DESIGNED TO FIT IN THE CASTING jiii.7.:REcTION OF C. 1_, (:),..
... PAVEMENT MARKING SHEET 1 OF 1 AND PROVIDE THE REQUIRED REFLECTIVITY. TRAFFIC FLaN •,.:. ,: _E_E -
1- USE THE GUIDANCE SHCWIN ABOVE IN CONJUNCTION WITH THE /NTERSECTION GUIDANCE SHOWN ON ROADWAY STAND&R; DRAWING 1205.04. SHEET 1 OF 1 SHEET 1 OF 1 04 C-.) Z
SHEET 1 OF 1 4- sneoL DRIVEWAY WIDTH
-,,,,z
2- THE NUMBER OF ARROWS SHOWN IS THE MINIMUM REQUIRED. USE ADDITIONAL ARROWS AS DIRECTED BY THE ENG- .._ . 1205.05 1253.01 1253.01 ... Z
1205.05 - -:,--
- OR FLATTEPSLOPE <I- . CD •-4 t-rt
CD •
g Z 0 10I-307SP SKIP LINE I GORE LINES Z DR I VEWAY PIPE '`' LL--I 0.."Z
:;z:,ETV-Y PIPE
,t. CD C) 0 M CD 00(1)X
W TRAILING 1 Oi!rq
co -0 f--, , 1 APPROACH Z -
m aims" r-4
<. PAVEMENT MARKER SPACING CHART t-i Z 6 D' 0 <i- .
<1.-1 • 7)CO 0 . Z cc-t..0 DRIVEWAY PIPE TYPICAL SECTION <
1 ,-, Z GENERAL NOTES: Z cc 0 >1__I 0 Do 14 REFER T: SPACING CHART t-1 0 0 ., 1-=1....Z u ji."4
0 01 0 0 mmomm
"0 0 • r-0 Tr1_1 CO FOR S'A4ING REDUCTIONS 1E7 t 13 13 E E U-.-.1 a.I-1 z C.,01"."Li.,0_j
csi I*1 2,
1-071-.402, 1. MARKERS ARE GENEFtALLY NOT REQUIRED ALONG EDGE LINES EXCEPT TYPE OF PA;-1111ENT MARKING TYPICAL SPACING (FT) LL-I a_t-i z M Z =•""1 1
00a)= 0001-1‹
rn z =-"' IF DESIGNATED IN THE PLANS OR DIRECTED BY THE ENGINEER. WHEN 00(n= I-1 --I > 15' ,B sLoPE 3" 6:1 rib 0 Cn CC
c=z 000-i r_ . ._,.1 II3 r E !Roc _ ID u E 1.1.1.•Acca-= OR FLATTE _
THEY ARE REQUIRED, SPACE THEM ON 20 FT. CENTERS, AND OFFSET MIMI U.J< 1..L. m * r-accoo --7 - _ _ ATTER , z •,--.
K g 00'30 ' 2 INCHES FROM THE EDGE LINE ON THE TRAFFIC SIDE. -SKIP LINES AM) CENTER LINES }-ocroc, - 2= 6 6:1 - - I - - - SLopE CTI
< 1..- 1-1 1 6
t z-n>>m
- z= ALONG THRU LANES- CC I.- Fq CD 0 0 i I al t I I 3 MARKERS OFFSET 2 I-= Z LL1 "" T*,...
h--E M ul m.1:1----71 FROM GORE L:NES. 11 1_4
0 nc C) 2- PLACE CRYSTAL/RED MARKERS AT INTERSECTIONS AND INTERCHANGES CO, LLO.J . "c) CO/-u_
ALONG TANGENT SECTIONS AND 0 11
F.- • 0 WHERE WRONG-WAY MOVEMENTS ARE POSSIBLE. POSITION THE RED SIDE Eic
CD C = ' OF THE MARKER TO FACE "WRONG-WAY" TRAFFIC. WHEN USED, PLACE HORIZONTAL CURVES LESS THAN 6° C) com
z .1-I ' *):,>-I> st• to wHITE YELLOW CENTER LINES z
i__ A B D , JOI'•, ' ' B A _..1
0
>> CRYSTAL/RED MARKERS ALONG THE ENTIRE LENGTH OF THE PROJECT. HORIZONTAL CURVES ? 6' 40
-4 :X SKIP '›
ti- .
-
REFER 7C SPACING CHART 1-. ujC7 P i U.I
G081 1, 3- DO NOT PLACE PAVEMENT MARKERS CLOSER THAN 3
TURN LANES- k''' 8 FOR SPACING REDUCTIONS .
< 0 PAVEMENT CONSTRUCTION JOINT (AS FEASIBLE), EXCEPT WHEN PLACED Z NI ..- 0 ---"t._-1----w-----s-'
BETWEEN DOUBLE YELLOW CENTER LINES, AND ALONG YELLOW SKIP MINI-SKIP L:hES 24 .. so' ao' 1--- - 7 F I L L E R 1, :II D
t -v..,----7,4-4.7.211111MIMMMMMIMMENIMMINNMOI-T
7r. . 4 -n
LINES ON TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING IS sWIP LINES 40 2_1: j. 4
T LI:7PP Lj_ RIPE Tb
wi
ALLOWED IN BOTH DIRECTIONS. 20 ...• 15' 15 15 15' L
GDLID LINES L , '.-- DES. FOST 0 4- DO NOT PLACE PAVEMENT MARKERS DIRECTLY ON PAVEMENT CENTER LINES 40 3'-91/SP MINI-SKIP LINEI 4 ..... Z .4'
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MARKING LINES.
MINI-SKIP LINES AT 24 imma CC w
• am GROOVE INSTALLATION TONGUE INSTALLATION 0 H 0 DRwN. MU KS
0
5- PLACE PAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE YELLOW LANE DROP AP;=ROA:›ES
,NI CENTER LINES MID-WAY BETWEEN THE LINES. PROVIDE A GAP co SIDE VIEW _ c)
DATE Fl 27304 /20
TWO-WAY RAMP CEY-ER LINES 40 C: Cil 21 m ,
:0 al BETWEEN THE LINES AND THE MARKER TO REDUCE OVERSPRAYING THE 24 , v4;KERS CENTERED 0 C)C CC
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ci) MARKER DURING REPAINTING OPERATIONS. II•4 G) 0 CENTER LINES FOR- EE-WEEN DOUBLE CENTER LINES U. V Z Lo
P4 CD GORE LINES 20 U.
co LT, 1 ,- pt ;„-
L!..i. 6- MARKERS ARE NOT REQUIRED ALONG MINI SKIP LINES IN TAPERS.
PAINTED ISLANDS- 0 ,... m cn EI alp ED [11 0 Ey 121 0-LANE, TWO.WAY ROADWA'S CD dc CD PIPE AriLIIIIhkk ,
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z 14. Z _NDIVIDED ROADWAYS ,-- .-.
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W
-4 co YELLOW 40 < < > nO GO MARKER CENTERED < < i
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CC CL r- ..... -4 BETWEEN MINI-SKIF LINES W
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RAISED MEDIAN ISLANDS 40 0 I- cn r- 0.- > - , CI Z 4.i 4 4- 5,,5 '''t;.t•lirweli•-'411k
1 „ ,\•._ _.,/,' CC "a 0 .
-1 M WRoNo WAY RAMP ARROW 5 0 uj z
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BC > Ca aMi xi DETAIL OF PAVEMENT MARKER PLACEMENT a -- Hi 11-52 C5 CL. I--
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c" z z z > < cn ..4 0 SNOWPLOWABLE RAISED PAVEMENT MARKERS < < -I 4 < au. ui I;i I 4-'OPUrc .1 t
2 1 NARROW BRIDGES- < < -I
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EDGE LINE cn ...- <
S > ii; P3 6 ONE LANE BRIDGES- 0 LLI 2= 0 It 0
N N EDGE LINE 20 :71 CO " Fri -n _ :el U) Imq . cc 4014?-.11114;00
CD 04 _i mom 0
o a I•4 .8811#1$1,00'
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.. t XI 0 WORK ZONE APPLICATIONS 0 32 w cc re ETV/Eft kIN Z CC 0
o C0 71 RAISED REFLECTIVE PAVEMENT MARKERS LI' .010 C)
..--- .....
. 7 2-LANE, 2-WAY ON-SITE DIVERSION 20 FT. FOR CENTER LINE LEGEND ISMINIMMINIIIINIMMIIM END TREATMENT DIMENSIONS ISOMETRIC VIEW
:6•_____III._ . ____ ______Mr , CO
T
ALL OTHER DIVERSIONS it NORMAL SPACING i CRYSTAL/RED PAVEME4- MARKER D L T T b
W S 'e A B 1 i Li
, ...
cr, - , 1 W
400 YELLOW/YELLOW PAVEMENT MARKER 15" 7'--6" 19" 4" 4 ' 6" 173/i- 20%8' NOTES: - • -- Cc
cv 6. MARKERS CENTERED BETWEEN MARKERS CENTERED
a.
. DOUBLE cEKTER LINES BETWEEN SK:P -INES SHEET 2 OF 31 . CONSTRUCT PIPE END SECTION USING #4 REBAR SPACED 9"
SHEET 1 OF 3 18" 91-0" 23" 4" 4" 6"
. 2114" 25 C4 III 3
1 "ti SHEET 1 OF 3 ,„,..k DIRECTION OF TRAF " FLOWEACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310.
1250.01 SHEET 2 OR 3
1250.01 1250.01 ,
'f-7 1250.01 , 2. CHAMFER ALL EXPOSEE CORNERS !4". SHEET 1 OF 1
• 24 12'-6" 1 30" 4" 4' 6" 277/8" 32"
, 310.02
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