NCC233759_Site Plan or Location Map_20231220

JD ESSICK RD /
CITY LAKE RD LW�11
LATTIAM-LTALTERS
{ ENGINEERING,INC.
N.C.CORP.LIC.C.1815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE,N.C.28078
Ao PHONE:[phone]
FAX: [phone]
SITE
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VICINITY MAP - 17646
N.T.S. /27E2q'.Z�:
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NOT
ISSUED FOR
CONSTRUCTION
MIDNIGHT R UN HAZY SKIES, LLC
1340 HIRE WAY
SUITE 210
CIVIL PLANS
WINSTON-SALEM,NC 27107
PHONE:[phone]
JUSTI N@LYCOPROPERTI ES.COM
CITY LAKE ROAD
LEXINGTON NC 27295
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� Sheet List Table
WINS JL 1ON SAL 1/a1YJL NC 2 107 Sheet Number Sheet Title
COVER
�Q ]J ]J �Q C1.0 SITE PLAN
PHONE: (336) lY®3-JL JL®C C2.0 EROSION CONTROL PLAN
C2.1 EJUS // �/y �\Vy / // /7/� ////� C2.2 EROSION CONTROL DETAILS 2
JL v�d �> JL ®�/ ®��o� JL 7 l�i�o ®d YJL C23 EROSION CONTROL DETAILS NCGOI
C2..0 GRADING PLAN
C4.0 COMET LANE PLAN & PROFILE
C5.0 WATER LINE DETAILS & SPECIFICATIONS
C5.1 SITE DETAILS PROJECT NO.:2023.30
C6.0 DRAINAGE AREA MAP SCALE: NOT TO SCALE
DRAWN BY:KTL
CHECKED BY:MSL
DATE:11/27/2023
CTOR IS FULLY
ONSIBLE
OR CONTACTING
ATE
AND
SSURING
AT EXISTING
811 :o:AETORISRESPONSI NECESSARY ACININSURE BARRICADES
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
EN,ETC
TY SHEET NO:
0
IFr 3}ALCAROLINA DEPARTMENT OE TRANSPORTATIONRE ToORTry
BE REPLACED ACCORDING TO STANDARDS OF THE N
Know what's below. "Brv°RINGwILLBEAGGORDINGTDDBrvATREN�NINGDED
Cali before you dig. BTANDARDBPART,szBBNBPARTP GRABAMMEN

JD ESSICK RD T /
lCJ�� (f
CITY LAKE RD
LATHAM-WALTERS
ENGINEERING,INC.
Curve Radius Chord Bearing and Distance Arc Length N.C.CORP.LIC.C-1815
F 1650iTi
7-A NORTHCROSS DRIVE
Ci 913.01' S 19°-40'-48" E 212.35 212.80'
9.65' /�0 HUNTERS(704)895-84848 C2 913.01' S 31°-03'-12" E 49.65' 49.65'
C3 205.00' S 67°-12'-25" W 33.46' 33.50' N FAX: [phone]
C4 205.00' S 82°-21'-04" W 74.45' 74.87' SITE P
C5 35.00' N 64°-38.-13" W 26.84' 27.55' 1j CA
C6 50.00' N 70°-45'-17" W 47.97' 50.03' % o n
C7 50.00' S 42°-53'-43" W 61.13' 65.77' c`�qN ,Rp�'',,
C8 50.00' S 26°-52'-01" E 53.11' 55.99' S:
0�O9 p36ESSi
C9 50.00' N 84°-23'-03" E 59.72' 64.00'
C10 35.00' N 70°-15'-51" E 26.84' 27.55' f �EAL
C11 255.00' N 85°-58'-01" E 60.80' 60.94' ❑ 17646 _
C12 255.00' N 70°-49'-22" E 73.60' 73.86' VICINITY MAP =i�a, II/�7��°Q;
N.T.S. %fir fjlteNEEPr'S
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NOT
ISSUED FOR
SITE DEVELOPMENT NOTES: CONSTRUCTION
1.DEVELOPER:HAZY SKIES,LLC
PIN ED:8737-04-71-8581 1340 CREEKSHIRE WAY
PARCEL A 11323A0000003
RECHaR
SUITE 210
DBc 1mfimc 01 L.svaD
WINSTON SALEM,NC 27107
...ZONING)RS
PIN ID:6737-00.015108 2.SITE ADDRESS:CITY LAKE ROAD HAZY SKIES, LLC
PARCEL A n3z3oo00ows DAVIDSON COUNTY
Boa zaarvc2073H LEXINGTON,NC 27295
EX.ZONING:RA3
3.PARCEL PIN ID:1)6737-04-81-5054/#1132300000008
DB 2627/PG 1778
130.64' S $7•-1 1'-1 1" E 853.00' 1340 CREEKSHIRE WAY
143.54'
100.00' 4.TOTAL SITE AREA:±14.43 ACRES
I------- ___ r- 100.00' SUITE 210
I \ I ) - 20'REAR EDTBACK 100 00 ` ` 5.EX.ZONING:RA3 WINSTON-SALEM,NC 27107
�------ _ 100.00' 7882, ` PHONE:[phone]
I I -I (- -- __ \ \ 6.PROPOSED TOTAL NUMBER OF LOTS TO BE [e-mail]
I I I I I I I I I I --- \ \ \ DEVELOPED:17
II II I I I I I I I I I I I \ \\ \ g \ 7.LOT SETBACKS:MIN.FRONT:50'
SIDE:10'
MIN.REAR:20'
I \ 3230®sf+/- I I I I I I I I I I I I \ '\ \I \
\ \\ 8.BOUNDARY SURVEY INFORMATION BY: 1
30000 sf+ - I I I \ COE FORESTRY&SURVEYING
53515 sf+/- I I oaa AC. © / I 30000 sf+/- 1 30000 sf+/- I I PIN.)737-oastsuz P.O.BOX 36
® I 30000 sf+/- 29675 sf+/- 1 30000 sf+/- \ ` \ PARCEL p:n323o0000o06FZ
I ROGER 3 BONNIE FULH WALLBURG,NC 27373
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DB 2492IPG 0157 -
EX ZONING:RS
A0�/ 100.00 1e,�o6�,cA ,
L--/- / \ - 00.00 O0 41'd\ / PIN ID)6737L 913075
I/// \\\HMO S62 \ \�\ PARCEL#:1132300000008G
10'VTILITYEASEMENT )00'0p4 / // ONp �T g^
MANUEL R.8 CRANNY TEAGUE `^
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DB 2155IPG 1422 W
N84'47 i6'W 184,55' EX.ZONING:RA3
r m' m ,- 549.85' COMET LANE(50'R/W PUBLIC) p6, 3u / ' \ f n J
1u 5 00 _ - _ 121.58', 290.g691 / / \ \ \ \ �..�
I y0R N87°11'11 RN s00 - - L=_Z2 / \ \q\�Q\
°a0° N87°11.11'W 599.85' 3.00 6=30.29'ta0` /
20'PERMANENT DRAINAGE EASEMENT \ �\ Mai
/ \ \ lP \ \
\ 100.00 - - - // \
I \ ioo.00 ioo.oa- - 80- ( \2�\\\, \\ \
96.4E 100.54 \
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/ // I I I I I I I I I I \ 'as REVISIONS\\ %\\ \ \\ REVISIONS
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/ Ry/ I n I I I 1 AA I \ \ 45500 sf+/- \
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OM AC. / AI I I c 1 3 N I I I 16 \ \ \ �\ \ DB 2231/PG 0858
41689 sf+/- / 5/ 10 Ul Ito' 1 I o 1 K I 9 1 h I \ \ \ .ZONING)Rai
© I 0.80 AC. \ \ \
0.90 AC. 063 AC. I I 13 39045 Sf} -
/ / 39265 sf+/- I I 27496 9f+/- 0.63 AC. 1 m 1 0.63a I N 1 14 1 I / \ \ \ q' \ \
/ // 1 1 I 27501 sf+/- 1 27505 sf+/- 1 0.63 AC. 15 1 ____ \ \
/ / I I 1 I I 25741 sf+/- 1 \ \ ___-- \ \
161.67' z\ \
// / 1 1 I I I I I 1 ____--- \\\ \
66.25' �/ ----i
L--- I 1 I I I I I JI L_- 236.62'•E' 538.30' �\\\
J L- _J L_ N80-41 PROJECT NO.:2023.30
PINED:B737-oA00ct1 221.12' -- L- -J - J SCALE:1"=50'
PARCEL B ENDACRIPLI5A 100.00' -- L. 102.42 STEVENBBRENDA CRIPLIVER lOO.00'
DEe a564IPG ot96 100.00' 37.60' DRAWN BY:KTL
ZONING:RS < N 87'-09'-35" W 650.67'
CD
IN ID)6737-04B6-7460 GRAPHIC SCALE CHECKED BY:MSL
PARCEL R.1132300000000B ,� ,� 1W 200
STarvLD BPENNY EVERHART DATE 11/27/2023
92
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EX.ZON ZONING)
1).CONTRACTOR
PPROPRSTE PARTIES AND.SURING THAT EXISTING
�� UTILITIES TDB NE0060IS ES PRIOR TO BEGINNING PONSIBLE FOR PLACING BATR:AucrEorv. ( IN FEET)
ADES
LJ zl.CONTRACTOR SING FLAGMEN,Ta as NECESSARY TO INSURE SAFErc 1 inch= 50 ft.
1 0
� / 3 SHEET NO:
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NCCRNNw DEPARTMENTA WGTOOSHAT00ENDLHMG C I •IJ
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JD ESSICK RD
CONSTRUCTION SEQUENCE NOTES:
MAINTENANCE PLAN: 1.RECEIVE APPROVALS FROM NCDEQ. LEGEND CITY LAKE RD LWE
1.ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY 2.NOTIFY NCDEQ REGIONAL OFFICE PRIOR TO BEGINNING LAND DISTURBING 4-.... <-. E-� LATHAM-WALTERS
SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES TEMPORARY DIVERSION DITCH O
OF PRECIPITATION DURING ANY 24-HOUR PERIOD.ALL SEDIMENT CONTROL FEATURES ACTIVITIES AND SCHEDULE PRE-CONSTRUCTION MEETING ON-SITE. ENGINEERING,CORP INC.
SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. 3.INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS. STABILIZED CONSTRUCTION ENTRANCE i� "0' N.C.CORP.uC.C-1815
-se: F 16507-A NORTHCROSS DRIVE
2.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS 4.CLEAR&GRUB MINIMAL AREA REQUIRED FOR INSTALLATION OF EROSION ''// m HUNTERSVILLE,N.C.28078
OF THE SITE WHERE CONTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CONTROL DEVICES. LIMITS OF DISTURBED AREA in•• ,AO PHONE:[phone]
CEASED,IN ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHT.C3.0 FAX [phone]
5.INSTALL PERIMETER SILT FENCING SILT FENCE N
3.SEDIMENT IS TO BE REMOVED FROM THE TRAPS,BASINS,AND DAMS WHEN STORAGE • • • SITE
CAPACITY REACHES 50%.GRAVEL IS TO BE CLEANED AND/OR REPLACED WHEN THE . p W uui,,�
6.INSTALL SKIMMER BASINS AND INSTALL COIR MESH BAFFLES AS SHOWN.
SEDIMENT POOL NO LONGER DRAINS PROPERLY. SILT FENCE STONE OUTLET - - ;ZEZ • • • ,.``;�N cARoYj'''`'
7.INSTALL DIVERSIONS TO SKIMMER BASINS AS SHOWN. `�h'i FESS% y t _
S:
4.SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES �,! Iftt j V$APPROXIMATELY 0.5'DEEP AT THE FENCE.THE SILT FENCE WILL BE REPAIRED AS 8.CALL THE INSPECTOR FOR INSPECTION OF SEDIMENT AND EROSION CONTROL COIR MESH BAFFLES C[� SEAL
NECESSARY TO MAINTAIN A BARRIER. MEASURES ONCE INSTALLED. = 7 17646
C'" :'
5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES CONCRETE WASHOUT _ = VICINITY N.T.S.MAP '.���j.°°.•f II�T p�•°,tee
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL 9.UPON APPROVAL FROM INSPECTOR,BEGIN CLEARING AND GRUBBING SITE. - - (� AteNEE•p•C�:
DISTURBED AREAS HAVE BEEN STABILIZED.ADDITIONAL CONTROL DEVICES MAY BE 10.COMMENCE GRADING OPERATIONS FOR STREET AND LOTS. ''', C L.S. \`
R REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF SITE ROCK CHECK DAM �•i'" �������
SEDIMENTATION.ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE �!i��
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 11.ONCE GRADING ROUGH OPERATIONS ARE COMPLETE,SITE IS TO BE SEEDED AND NOT
MULCHED PER SPECIFICATIONS.EROSION CONTROL MEASURES ARE TO REMAIN ISSUED FOR
6.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD INTACT FOR HOME CONSTRUCTION.
ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS.THE CONTRACTOR SHALL ROCK DOUGHNUT INLET PROTECTION CONSTRUCTION
12.FINE GRADING AND HOME CONSTRUCTION SHALL THEN COMMENCE UPON
\, / DAILY REMOVE MUD/SOIL FROM PAVEMENT,AS MAY BE REQUIRED. INDIVIDUAL LOTS.BUILDER SHALL INSTALL SILT FENCE&CONSTRUCTION
/' ( ENTRANCES AS PER DETAILS ON SHEETS C3.0&C3.1 AS NEEDED TO ENSURE NO
P/ \/` \ • OFF-SITE SEDIMENTATION./
,� // \ \ ` 13.LOTS SHALL BE STABILIZED PER SEEDING SCHEDULE UPON COMPLETION OF FINE
/ A A V 1 \ GRADING AND HOME BUILDING. GENERAL NOTES:
J I HAZY SKIES, LLC
� / A �� (^ \ 1.PROJECT ACREAGE:LONGITUDEACRES
\ N. f 14.EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL CONTRIBUTORY
`�/1 `, ` L I�, I _ \ \ \ AREAS ARE STABILIZED AND NCDEQ HAS AUTHORIZED THE MEASURE REMOVAL. LATITUDE 35.862597 -80.218209
\ 1 \ / / L 1 ^ \ \ 2.DISTURBED AREA=±7.74 ACRES
N \ �� \ "''f J> \\\\ ` \ \ 3.SEE SHEETS C2.1-C2.3 FOR EROSION CONTROL DETAILS.
V A \ A N. V 1340 C SUITE SIRE WAY
\ \ \ \ \ \� � TE
\�- \ l ` N. \ 1 \ \ \ / \ /^y r 4 CONDITIONS.ADDITIONAL MEASURESMAY BESED UPON THE REQUIRTING ED
210
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\ I I PHONE:[phone]
/ / - \ LIMITS OF DISTURBANCE(Tl P. T \ \ I I \I I \ \\ �>-- \ )\\
/ I ^� IF THE PROPOSED MEASURES CAN NOT FUNCTION AS
/ I I \ \ 1 \ \ -- l `�yI / J 1" INTENDED. [e-mail]
/ /' I \ \` \ \ 1 `� \I \ N 1 1 1 \\ t 5. PO8BODARYPROVIDEDBYIIIL \ II \_r\ I 1 / WALLBURG,NC 27373
/ 1 I I �I A I I V 1 1\ I I �I 1 ��� \ \ �� 1 I 336-769-0673 I l / I I \ O \ 1 IA I \I � I I IV I I I I I I\ L�-, \ DATED.10/12/2023
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1 ` r ` I I 1 / \ i 4. • \ \ �� / REVISIONS
\ I�% �� :proillM7 h! � / /I /, I I i' I I I I I I I I s�/ �,••••�' �` •o�'\o.COIRMM=R BASIN 2 WITH / .) // • • I•• • � I ' I I jI ,,I lir0 I I ii
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•
/i-- PROJECT NO.:2023.30
O /
CC ` `` L \\ \\I r ,/ �^ / '�� ,))) ! 63.2Y ✓ / C \ SCALE:1"=60'
7 1 / DRAWN BY:KTL
~ \\\ / / / J/ / / / ` // // I CHECKED BY:MSL
N I �� C I I I
0U , r ^ \- - / C , DATE 11/27/2023
z „).0 / GRAPHIC SCALE
TO BEGINNING CONSTRUCTION.
O 811
21 UTILITO TIESCATED
NECESSARYFORPTO BARRICADES
RICADESY ' C PPROPRIATE PARTIES AND ASSURING THAT EXISDNG ,
50 B z11
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O O USING FLAGGMENE[TCrvASE TO SHEET NO:
.� 'u�PRVLATD'A co ZTOEoa=S-TAaB]O (IIV FEET)
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ACCORDING
OSHA mANCHING 1 inch= 50 1t. A .0
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N Call before you dig.

SEEDBED PREPARATION NOTES
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO MATERIAL FROM
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED. DITCH EXCAVATION , ,
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3"DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED GROUND LINE LATHAM-WALTERsS PREPARED DEPTH SHALL BE 4°TO 6"DEEP. IF SOILS ARE
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6"TO 8". L= THE DISTANCE SUCH THAT POINTS 30'00 000 / ENGINEERING,INC.
3. LOOSE ROCKS.ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED A&B ARE OF EQUAL ELEVATION ,0, ,
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABUSHMENT _ '" N.C.CORP.LIC.C-1815
AND MAINTENANCE OF VEGETATION. A B 16507-A NORTHCROSS DRIVE
4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS
KNOWN,WITH APPLY UME HIGHER AACCORDING TO 6 NEED T BE LIMED. IF S SEEDING SPECIFICATONSH IS OT BELOW. \ /,///\//‘//,// /u ,���\\����\/ L ry 1'-2'BASE HUNTERSVILLE,N.C.28078
OIL.
5. APPLY UMESTONERTIU ACCORDING TO SOIL TEST RECOMMENDATIONS. IF //�//i �//��,����:��: tA/vV/V�VA��V/vA-w ' NOTE: SEED TEMPORARY DIVERSIONSIMMED/ATELY AFTER CONSTRUCTION. FAX: (704)PHONE [phone]
NO SOIL TEST HAS BEEN PERFORMED,APPLY FERTIUZER ACCORDING
TO SEEDING SPECIFICATIONS BELOW.
6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR ttUl„,
FURROW SLOPES STEEPER THAN 3:1. TEMPORARY DIVERSION DITCH DETAIL
7. SEE TABLE BELOW FOR STABILIZATION TIMEFRAMES FOR VARIOUS , .`s�N .ARO' ,
DISTURBED CONDITIONS. , �Z N.T.S. ,,`O�°••F•°•••C
3.PERMANENT SEEDING SPECIFICATIONS-PS �•;;�;'� gS CLASS B STONE ?O E55/
•••••��•�� 9"MIN. !•�'��
LOW MAINTENANCE AREAS *NOY p� 2 ji/8Oii'i(Oi((4''))p1,.r _a. g 17646 9•`g
TEMPORARY SEEDING SPECIFICATIONS-O �rhlt.• %1}ii t�{t�i6.;tt jiti.. FLOW ,'6,.%°°t.II/a'T Pe Ze,
STEEP SLOPES OR STONY,SHALLOW OR DRY SOILS .'';'� w�°fNp/• f• if• t1}�T %,,Cv�•.M1CME°.�P'(v��•
DATES TYPE RATE AMENDMENTS 1•�� 4'TO 6't T L S'
DATES TYPE RATE CLASS B ST•. �''•I /I,UI tt
JAN.1 -MAY 1 RYE(GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND 1•� 'III tt``
AUG.25-SEPT.15 TALL FESCUE 100 LB/ACRE ,•�
FEB.15-MAR.21 SERICEA LESPEDEZA 30 LB/ACRE FEB.15-MAR.21 ANNUAL LESPEDEZA 50 LB/ACRE AGRICULTURAL LIME- TYPICAL IONGTUDINAL SECTION NOT
STONE AND 750 LB/
KOBE LESPEDEZA 10 LB/ACRE OR LOBE ACRE OF 10-10-10 � a ISSUED FOR
GENTLE SLOPES,AVERAGE SOILS FERTILIZER � CHECK DAM 111:11111RIP-RAP ON m
1.5'MIN FILTER FABRIC CONSTRUCTION
DATES TYPE RATE AMENDMENTS 1 r
DATES TYPE RATE ISOMETRIC VIEW CLASS B STO
MAY 1 -AUG.15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND -,t., �� - -
AUG.25-SEPT.15 TALL FESCUE 80 LB/ACRE AGRICULTURAL UME- .�1B/ , �P•
FEB.15-MAR.21 SERICEA LESPEDEZA 20 LB/ACRE STONE AND-0 10-10-10 NOTES '�• I...
ACRE OF /.TYPICAL CROSS SECTION MAY ALSO BE USED IN OTHER DITCH SHAPES. '' •• •••�•
KOBE LESPEDEZA 10 LB/ACRE FERTIUZER �• �• ••
;'';:'•;.� FILTER CLOTH C
HIGH MAINTENANCE AREAS DATES TYPE RATE AMENDMENTS 2.THE CLASS OF STONE SHALL BE AS DIRECTED BY THE ENGINEER, .16 ••4�' 1
��•�� HAZY SKIES, LLC
AUG.15-DEC.30 RYE(GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND EXCEPT WHERE SHOWN IN THE PLANS. ���1 p
GENTLE SLOPES.SOILS WITH AVERAGE OR BETTER MOISTURE,COOL SITES AGRICULTURAL UME- Q25 A B C THICKNESS RIP-RAP
STONEoACANDo 1000
LB/
TYPICAL CROSS SECTION END # PIPE/SIZE (cfs) (ft) (ft) (ft) (in) CLASS
DATES TYPE RATE FERTIUZER
AUG.25-SEPT.15 BLEND OF TWO TURF-TYPE 200-250 LB/ACRE ROCK CHECK DAM DETAIL CULVERT 18" 7.0 4.5 11.5 10.0 21 CLASS B
TALL FESCUES(90%)AND N.T.S. 1340 CREEKSHIRE WAY
TWO OR MORE KENTUCKY MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. SUITE 210
BLUEGRASS VARIETIES(10%) STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH WINSTON-SALEM,NC 27107
ANCHORING TOOL PHONE:[phone]
GENTLE SLOPES,DRIER SOILS,PHYSICAL UMITATIONS GRADED SLOPES AND FILLS-THE ANGLE FOR GRADED SLOPES AND FILLS RIP-RAP OUTLET DETAIL [e-mail]
SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY N.T.S.
TYPE RATEVEGGET� COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
DATESRES.
AUG.25-SEPT.15 BLEND OF 50%KY-31 TALL 200-250 LB/ACRE
FESCUE AND 50%MIXTURE
OF TWO OR MORE TURF TYPE SILT FENCE
TALL FESCUES
SPACING GUIDE FOR SLOPE BREAKS NO.57 WASHED STONE
�1'-6"MIN. STEEL POSTS ONLY '
GRASS-UNED CHANNELS,AVERAGE SOILS SLOPE SPACING(FT.) v,
STEEP SLOPES 21 20' /oYy CLASS B STONE e, FILTER FABRIC OR COIR MESH Z
DATES TYPE RATE 3:l 35' -_ 2 Q (SEE NOTES BELOW) 0
AUG.25-OCT. TALL FESCUE 200 LB ACRE OR 4.1 45' 1 �//'� BACK-FILL TRENCH W/
7 COMPACTED SOIL
4-5 L3/1000 SF LONG SLOPES 15-25X 50' _ •„ N�' '10
,
10-15X _ 80' '� __ �, �I ¢ % ro y0e Cl)GRASS-UNED CHANNELS.DRY SOILS 6-10X 125' - _ 4111111111111111111111110
• if 1 s'':'1''cE j v'
3-6X 200' CROSS SECTION "-„;�I - - :" > LLJ
QDATES TYPE RATE 3X 300' - in
APRIL 15-JUNE 30 COMMON BERMUDA GRASS 40-280 LB/ACRE
/AACREF R PER acocaa nc[scm CHAPTER c. ABLE s.oza _ TOP 2VIEW II ANCHOR SKIRT 4"MINIMUM a CV 1
AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND TEMPORARY SEEDING MAINTENANCE: RESEED AND MULCH ALL AREAS (\J 0
AGRICULTURAL UMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER. WHERE SEEDUNG EMERGENCE IS POOR,OR WHERE EROSION OCCURS.
DRY SOIL,GRASS-UNED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. %' CC
AGRICULTURAL UMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER. PERMANENT SEEDING MAINTENANCE:GRASS MUST BE MOWN TO I'-'4{-O`er'>j% % Z Z
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW. REDUCE COMPETITIVENESS WITH PERMANENT OR LONG TERM p0 PO P00% j ®®00A
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH >i0��°e`°.::4<.� i�OO®�
ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS VEGETATION. RE-SEEDING SHALL BE PROVIDED AS NEEDED TO p°p 0a ® 0�
UNED CHANNELS TO CALCULATED HIGH WATER DEPTH. ENSURE ADEQUATE GROUND-COVER. 00005 FLIER FAeale 0000°p -$ - ��� + 8 standard strength fabric with wire fence Z Z,-, J
Op0: ' .:; ®%_6 6 extra strength fabric without wire fence L
i I: II.Ii1 11!ali If 11 I /3 I //� g D i 0
STABILIZATION TIMEFRAMES 1 / 11 11 11=I 11 II 11% WOVEN FILTER FABRIC °°°°°°°OO::O:O®O°°°°°OO::O:O®O°°°°°OO::vOOOOe`400A❖�•�•4•• Q/ r T1
II-11=11=i ll�l l-11 I II .11.=/II-11=11' :•: $::::::::::::::::::::::::::::.,:°°O°:?:e000°:?:e00 ::::$.;::e:::$.A000��to.....4.*❖.:. LL lJ
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS II=11=11=11 =IIR11.=.11.=. 11.=.11=1j-II-11=1 DR COIR MESH :::;`:;:::;•,•,/,•,•,•,•,•,°•,•,•,•,•,•,•,•,•,•,•°�,��„•,00000v.,.OOOOe,.,.000°°®000 s,®�0,.00.❖°.,
PER/METER DIKESSWAGE DITCHES AND SLOPES 7 DAYS NONE .((=ARILIII-I-I.=.II=I.=.IIRII=III.=II=II. (SEE NOTES BELOW) pOI:*:::::::::❖$$::❖:•:::❖:❖:❖:❖:❖::::::::e:::::,%+.e::.+O.4:::•:::':•OO°O°°.•.��0�01 t...::::::•��/°.0 Z O
s =.IL.11=IWI=I=11.=.I=11=11=1' 11=11 . :��;y;y;y IOO•::•::•:{❖:•:'.:•::•::•::::•::0�°° pO p:°:°®yI•p:p�:O®jj�O •yes°°000�
OI HIGH DUALITY WATER(HOW)ZONES 7 DAYS NONE N IIP.I J:00��:y:y•0.. ..... .:ZpQ•:: ......•.:::::Z:.::::�•004®°.... .........••. X
SLOPES STEEPER THAN 3:7 7 DAYS IF SLOPES ARE 10'OR LESS/N LENGTH AND ARE NOT •••�•••• ,:•••••:•:::•::::::•::; ::•••;•••••°O®O®..,,. ..OA...,
STEEPER THAN 2:1,14 DAYS ARE ALLOWED. FRONT VIEW :'•••w®-e J:•e°:Z•'e:•'e:•'e❖•!•p,''':,•:•••:••!:! _JyJ:p!:p•:p•:pp':°••Oi00�®----®®��•®®®®� I LL.I
I .,SLOPES 3:1 OR FGAT7ER /4 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH e Y ., g�P.j�.T�p'�•k(pA!Ig q p• ♦•1"� J O
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:7 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HOW ZONES `•"`^ "'" ""'^R" '� �' 'A-vP®. "" ^' `J
=1 11111 G 111E111E 1111E111E111E111E 1111E111=111=111=III=III=III 11-111E111=
(LE1T111-1111�111E111=11 11 11=1�1-1�1=11=11E1�HIHIH11E111IT1E1� 1�HI1E1I U)
SILT FENCE STONE OUTLET I III II I= Ili-1�11 hl_ll Iff I II 11111 1T 111 I 1 0
SEEDING SCHEDULE&NOTES N.T.G.
- �-it 1-11-111EI I I=III=III111.-111 -111-11 I 0
T--ITI1II EIII- ' Ct
2 w
GENERAL NOTES:
NOTE: 1.CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC
50' PUBLIC FILTER FABRICS.(REFER TO TABLE 6.62b IN THE NC EROSION CONTROL DESIGN MANUAL FOR
MINIMUM STREET MATERIAL PROPERTY REQUIREMENTS.) REVISIONS
a o�� 15" CONCRETE OR CMP CULVERTS SHALL 2.ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES
, BE USED AS NEEDED FOR DITCH CROSSINGS. ABOVE THE GROUND SURFACE.
�W m WmW.�� . L IIm-W� NOTES: 3.COIR MESH SHALL BE USED IN LIEU OF WOVEN FILTER FABRIC FOR
B"MINIMUM THICKNESS INSTALLATION OF BAFFLES INSIDE BASINS AND TRAPS.
EXISTING FILTER FABRIC UNDER STONE 1. PROVIDE 6"MINIMUM 4.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT CO THE LENGTH OF THE
GROUND STONE DEPTH BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER
15"CMP TEMP.CULVERT CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
2. USE 'S WASHED 5.SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO
50' FOR DIVERSION DITCHE , STONE AND THE UPSLOPE SIDE OF THE POSTS.EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF
K
/ MINIMUM RAILROAD BALLAST THE TRENCH. FASTEN THE WIRE REINFORCEMENT,THEN FABRIC ON THE UPSLOPE SIDE OF
12' 000000000000000000 PUBLIC AS NEEDED , , , , MIX THE STRENGTH.
POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
MIN. O 0 0 0 0 0 0 0 0 STREET 3. INSTALL SOIL 6.WHEN A WIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A MAXIMUM OF 8 FEET APART.
/ O O O 0 0 0 0 0 0 1 STABILIZATION SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
O„0„0„0„0„0„0„0„0„ 1 8' FABRIC OR 4"
COMPACTED ABC 7.EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE
STONE UNDER MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
1 PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
ENTRANCE
B.EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG
GENERAL NOTES: ,� 4. ANY AGGREGATE THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.(SEE DETAIL)
A STABILIZED PAD OF STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR (RACKED INTO THE 9.PLACE 12"OF FABRIC ALONG THE BOTTOM AND SIDE OF TRENCH.
LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. ROADWAY MUST BE 10.BACKFlLL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
SWEPT BACK ONSITE THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. PROJECT NO.:2023.30
STONE SHALL BE 2" to 3"COARSE AGGREGATE ON A NIGHTLY
SILT FENCE11.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWEING • CURB BASIS SCALE:N.T.S.
&GUTTER MAINTENANCE NOTES:
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT THIS MAY REQUIRE PERIODIC TOP 5. MINIMUM LENGTH OF DRAWN BY:KTL
CD DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ENTRANCE=25' T.FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
ANY MEASURES USED TO TRAP SEDIMENT. j4' RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH CHECKED BY:MSL
-O RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
(/) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED . 16 ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
J IMMEDIATELY. DATE 11/27/2023
2.SHOULD THE FABRIC USABLE
DECOMPOSE BECOME I INEFFECTIVE PRIORECE SA Y, END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY,THE
I- WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC FABRIC SHALL BE REPLACED PROMPTLY.
LLJ STREET WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED 3.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT
0 STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. FENCE SHOULD BE REPLACED.THEY MUST BE REMOVED WHEN DEPOSITS REACH SHEET NO:
APPROX.HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
W FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL. CONSTRUCTION ENTRANCE TO THE EXISTING GRADE,PREPARED AND SEEDED.
I SINGLE FAMILY LOT /'�
0 STABILIZED CONSTRUCTION ENTRANCE/EXIT L . 1
T7 N.T.S.
r7 N.T.S. SILT FENCE DETAIL
N
N.T.S.

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SILT FENCE SILT FENCE STRAW BALE BARRIER CONCRETE WASHOUT LATHAM-WALTERS
SILT FENCE
o MIN. ENGINEERING,INC.
STAKE(TSR) N.C.CORP.LIC.C-1815
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mm� 16507-A NORTHCROSS DRIVE
HUNTERSVILLE,N.C.28078
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LAM B
ROPOSED HOUSE
Mila .161 , FOOTPRINT STAPLES Ye"D/(.P"STAPLE \` III II 111
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NATIVE MATERIAL METAL STAKES '�i'e I!/270- Q'1'
1 CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE (OPTIONAL) (2 PER BALE) %,C'y/�CF........f.`Z`:
SILT FENC PAVED STREET CONSTRUCTION ENTRANCE PAVED STREET• PAVED STREET PLAN M.P.)�� SECTION B-B '''L'�'�LIIS„ N`
PAVED STREET
TYPE'ABOVE GRADE.
TYPICAL LOT TYPICAL LOT TYPICAL LOT TYPICAL LOT wITR STRAW BALES NOT
A B C
° NOTES: ISSUED FOR
1. ACTUAL LAYOUT DETERMINED IN FIELD. 6. SILT FENCE SHALL BE INSTALLED AROUND CONSTRUCTION
INDIVIDUAL LOT EROSION CONTROL PLAN LETTERS A MINIMUMPER/METER OF CONCRETE WASHOUT AREA
N.T.S. OF 5" IN HEIGHT 2. INSTALL CONCRETE WASHOUT SIGN(24 X24", EXCEPT FOR THE SIDE UI7L/ZED FOR
MINIMUM) WITHIN 30'OF THE TEMPORARY ACCESSING THE WASHOUT.
Fl CONCRET CONCRETE WASHOUT FACILITY. 7 A ROCK CONSTRUCTION ENTRANCE MAY BE
II WASHOUT II 3. TEMPORARY WASHOUT AREA MUST BE AT LEAST NECESSARY ALONG ONE SIDE OF THE
50'FROM A STORM DRAIN, CREEK BANK OR WASHOUT TO PRONDE VEHICLE ACCESS. HAZY SKIES, LLC
SKIMMER WI ROPE ATTACHED EMERGENCY SPILLWAY 5 I 6"FREEBOARD (MIN.) r 2.0'SPILLWAY I_I PERIMETER CONTROL.
SEE SKIMMER DETAIL BELOW H ,1
4. CLEAN OUT CONCRETE WASHOUT AREA WHEN
.�ELEV.-SEE TABLE I I 50X FULL.
OS
I -III CONCRETE WASHOUT SIGN DETAIL 5. THE KEY TO FUNCTIONAL CONCRETE WASHOUTS
SELECTED FILL ,III EMBANKMENT WITH SLOPE MAX.ION
STABILIZED
IS WEEKLY INSPECTIONS ROUTINE MAINTENANCE, CONCRETE WASHOUT 1340 CREEKSHIRE WAY
PLACED IN LAYERS - zd SLOPE MAND REGULAR CLEAN OUT. SUITE 210
- AND COMPACTED STRAW BALES OR ABOVE GROUND WINSTON-SALEM,NC 27107
��E�� NOT TO SCALE PHONE:[phone]
ELEV.-SEE TABLE 4"PVC PIPE il B341.
END ELEV.-SEE TABLE JUSTIN<@LYCOPROPERTIES.COM
I I 1 11 IL I
RIP RAP APRON
AT OUTLET-5'x105ar THICK
SEE BELOW
CUT-OFF TRENCH
2'DEEP,3'BOTTOM
2:1 SIDE SLOPES `^
SECTION THROUGH EMBANKMENT TRAW&NET OR PERMANENT LINER Z L/J
INSTALLED PER MANUFACTURER 0
DRAINAGE BASIN
BASIN AREA 010 SURFACE AREA SURFACE AREA VOLUME VOLUME SIZE TOP EMB. WEIR BOTTOM OUTLET WEIR 4"PVC (SEE TABLE FOR PRODUCT)
NUMBER (AC.) (CFS) REQUIRED(S.F.) PROVIDED(S.F.) REQUIRED(C.F.) PROVIDED(C.F.) W x L ELEV. ELEV. ELEV. ELEV. LENGTH LENGTH r/1
2 2.29 9.6 3108 3386 4122 5850 40 x 79 718.0 716.0 714.0 711.0 5 34 \�/\% //\\�\\\\\\//\\\ J
3 2.67 11.2 3628 3732 4806 6031 43x85 722.0 720.0 717.0 716.0 5 73 W
I
Lo
a ti Q 3 DITCH# ROADWAY PERMANENT LINER Q N 0
NOTES: o r o 2/0 \/ STATION TEMPORARY LINER
1.LOCATE THE SEDIMENT INLETS TO THE BASIN THE GREATEST DISTANCE FROM THE PRINCIPLE SPILLWAY. p Lb LL % 1 COMET DRIVE 2+33 TOO+00,LT. NONE GRASS 1 N-
2.ALLOW THE MAXIMUM REASONABLE DETENTION PERIOD BEFORE THE BASIN IS COMPLETELY DEWATERED-APPROX.48 HOURS. \ \ 2 COMET DRIVE 2a33 TOO+00,RT. STRAW WI NET GRASS N O
3.REDUCE THE INFLOW VELOCITY AND DIVERT ALL SEDIMENT-FREE RUNNOFF WHERE POSSIBLE.
‘/ 3 COMET DRIVE 2+33 TO 6+02,LT. STRAW WI NET GRASS
CO
SEDIMENT BASIN W/SKIMMER
/ �� 4 COMET DRIVE 2+33T06+52,RT. NONE GRASS Z
N.T.S. 5 COMET DRIVE 6+02 TO 7+62,LT. SYNTHETIC MAT GRASS Z Z F-
V-DITCH DETAIL(TYPICAL) O Z
6 COMET DRIVE 6+02 TO 7+62,RT. SYNTHETIC MAT GRASS
OEWATERING PIPE ATTACHED I NOTE:ALL DITCHES MUST BE STABILIZED PRIOR TO ACCEPTANCE INTO THE STATE ROAD SYSTEM.I 7 COMET DRIVE 7+62 TO END,LT. STRAW W/NET GRASS ~ O
8 COMET DRIVE 7+622 TO END,RT. STRAW WI NET GRASS Z
TO RISER,DETENTION BOX, H X
OR END OF SKIMMER AS ROPE ATTACHED NOTE:SYNTHETIC MAT LINER SHALL BE NAG SC150 OR EQUAL WITH ALLOWABLE SHEAR=2.00 PSF.
DESIGNED BY ENGINEER TO SKIMMER I 7
SKIMMER SHALLOW PIT EXCAVATED L.L.I `
UNDER SKIMMER DITCH DETAILS J 0 0
s... DRIVE5' TEEL P: Z V JEMBANKMENTINLET ZONE 35%
TO FORM BASIN 1.DRIVE 5'STEEL POST AT LEAST 24" OF SURFACE AREAINTO SOLID GROUND. INLET ZONE 25% a OA'FABRIC-LINES I■��� 2. USE STAPLES I'APART TACHHORIZONTLLY
OF SURFACE AREAL 0SPILLWAY:SE AND VERTICALLY TO ATTACH THE INLET ZONE 25DETAILS FILTER FABRIC TO THE WIRE FENCE. \\\,,, OF SURFACE AREAWi �0�� OUTLET ZONE 15% VENT 3. SPACE THE BAFFLES ACCORDING TOOF SURFACE AREA \m THE APPROVED PLAN. \\ STRAPS SUSPENDING INLET
" 4. THE FLOOR OF THE BASIN IN THE
BAFFLES:SEE CM 'N F 11
DETAILS FOR 11 OUTLET ZONE AND BERMS SHOULD LOH. 1IIII I1
CONSTRUCTION f BE SEEDED IMMEDIATELLV AFTER %1' 'I * FLOAT 1
I� ALTERNATING W II�II I I1 I /III ` \ /4�
O' THE BASIN IS CONSTRUCTED. 1/ AEI"1 1\ R�_� REVISIONS
FLOW.� II I 11 111'I
11�I 1�111 a'DurcEr END �T
CONNECTED TO
CM Q II11 1 1 -0 RISER OR PIPE _,...4�., 1
COIR MESH BAFFL 4 it/l "r
THROUGH EMBANKMENT 1� Iv
INFLOW FROM BIDES 199 I /I I 1 A 11i' -
(TYPICAL) I
DIVERTED TO UPPER + 1l�1 14 �1 �-
II 1111Pl'
4
END OF BASIN TO till `.
ENDPRE OF BASIN TO 191I% 1
LARGE SEDIMENT CIRCUITING" / / / ' d INLET SCREEN/DOOR
STORAGE PROVIDED , �, ��i' 0011111011111 N W/ORIFICE INSIDE(0)
IN UPPER END OF CM / / dVti x .A ., ,�
BASIN EXCAVATION TO \ ".� 8O T / MLEr EXrENSIDN(C)
FORM BASIN / I I \"\,,, (J(FT ARM ASSEMBLY dal \BARREL PIPE OR ARM"
4,0"MAX.SPACING "C.ENCLOSURE
\x-____x_x FLEX HOSE(A)
LENGTH TO SIDTH RATIO (TYPICAL)
TWICE AS LONG AS WIDE ATER ENTRY UNIT
INFLOW INTO UPPER UNLESS A V-SHAPED 7 PERSPECTIVE VIEW
END OF BASIN BOTTOM IS CREATED IN
SMALL BASINS.SEE 5'STEEL PO 1
INSTRUCTIONS. PVC END PVC VENT SCHEDULE 40
FLOW,� CAP PVC ELBOW PIPE PVC PIPE
SKIMMER BASIN COMPONENTS-PLAN VIEW r PROJECT NO.:2023.30
N.T.S. 8"X 6'TRENCH " ■
BEM II.N_ WATER SURFACE
BACKFILL AND COCPRCT =IZI IIRI:- ������ SCALE:N.T.S.
FENCE AND FABRIC \ 016u1101K+7n PVC END CAP %.1
BURIED IN TRENCH `` I ���
SCHEDULE 40 BASIN# SKIMMER A B C D DRAWN BY:KTL
I)H III PVC PIPE SIZE FLEX PVC INLET ORIFICE
MAINTENANCE: ��) -1 f N PVC HOLES HOSE ARM EXT. SIZE CHECKED BY:MSL
CO 1. INSPECT SKIMMER BASIN AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAIN EVENT I IN.OR GREATER). IIU PVC TEE IN HOLES PITIE DATE:11/27/2023
E
CO IN UNDERSIDE PLATE
J PVC TEE 1 1.5 7.5 7.5 1.5 1.25
2. REMOVE SEDIMENT WHEN ACCUMULATION REACHES HALF THE HEIGHT OF THE FIRST BAFFLE. BAFFLE INSTALLATION DETAIL FLEXIBLE HOSE 2
Q N.T.S. 3
I- 3. REPAIR BAFFLES IF DAMAGED.RE-ANCHOR BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND.
LU • IIIIII\\\,` BOTTOM SURFACE SHEET NO'.
0 4. REMOVE ANY OBSTRUCTIONS FROM SKIMMER,SKIMMER ARM,AND BARREL.
C 5. REMOVE ALL TRASH AND OTHER DEBRIS FROM SKIMMER AND POOL AREAS. END VIEW FRONT VIEW
LEJ
SKIMMER BASIN DETAIL FAIRCLOTH SKIMMER C2 .2
N N.T.S. N T.S.
CV

LIVE
LATHAM-VVALTERS
PART II,SECI1ON G,ITEM(4)
::::•.;,,,,,NG,INC.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this Is Infeasible.The circumstances In which it is not NC.. CORP.LIC.C-1815
feasible to withdraw water from the surface shall be rare(for example.times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met 16507-A NORTHCROSS DRIVE
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur.The non-surface withdrawal shall not commence until the EAST plan authority has approved these items, HUNTERSVILLE,N.C.28078
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part Ill,Section C,Item(2)(c)and(d)of this permit,
PHONE:[phone]
(c) Dewatedng discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
FAX: [phone]
Id) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatedng treatment devices described in Item(c)above,
LENGTH AS NECESSARY
(e) Velocity dissipation devices such as check dams,sedimeM traps,and ricrac are provided at the discharge points of all dewatering devices,and
TO GO THRU DIKE -\„.
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
,0111111/,,,,,
RIP RAPIrt.rAASgE,Dm STONE T.I0PflItgUraD IF BASIN
IS LOCATED DOWNSTREAM ss,, , CARcj'",
p 4'MIN. ..1 PIPE (OLDS 30.12) OF PIPE OUTLET. . . ESSio• ,
PART III PART III PART III 7-7 (VOLUME PER OLDS 30.12)
SELF-INSPECTION, SELF-INSPECTION, SELF4NSPECTION,RND REPORTING .. -
SEDIMENT Pis . -
SECTION A:SELF-INSPECTION RECORDKEEPING AND REPORTING SECTION B:RECORDKEEPING RECORDKEEPING AND REPORTING SECTION C:REPORTING ECORDKEEPING A • . SEAL 1, L-
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported FLEXIBLE PIPE ), - • 17646 ° .
7. • ,i•Z',...-
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permit..shall report the following occurrences: , •
,, '•.• --v;%•,.\, WW1 (..sr,
personnel to be in jeopardy,the inspection may be delayed until the next business day on TIE DOWN 10'MAX.SPACING
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.The (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection.In addition,when a StOrrn avallt Of Kfital tO Or r:••r:•
following items pertaining to the E&SC plan shall be kept on site and available for inspection at (b) Oil spills if:
greater than 1.0 inch occurs outside of normal business hours,the selfMspection shall be TIE DOWN AT END ''',64-4' : \''''
all times during normal business hours.
performed upon the commencement of the next business day.Any time when inspections • They ere 25 gallons or more, '''',/11111,,,10 were delayed shall be noted in the inspection Record. • They are less than 25 gallons but cannot be cleaned up within 24 hours, 4'(MIN). ., ,:,•. ],s,:•,
inspect Frequency inspection records must include: Item to Document Document Requirements • They cause sheen on surface waters(regardless of volume).or DIAMETER(D) ,, , ii" NOT
(dudng nommi
I I , '•„ ' , '.,:•
. ••. "'•. ' . ''• ]
business hours) Initial and date each E&SC measure on a copy-of • They are within 100 feet of surface waters(regardless of volume).
PROFILE ISSUED FOR
(1)Rain gauge Daily Dolly rainfall amounts. the approved E&SC plan or complete,date and (c) Releases of hazardous substances In excess of reportable quantities under Section 311
maintained in If no dally rain gauge observations ore mode during weekend (a)Each MC measure has been installed end . . . of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
n moon th r h E&SC
on holiday periods.a.no individual-day rainfall informatiOn does not significantly deviate from the locations sflIn."ln."°n° --- .'.... ' •,S.....-sx,:x.,4p;-'--' ti.'\* STA K ES. ' CONSTRUCTION
good working
Is mnollobis. record the curnuotive rain measurement for • • • • ' measure shown on the approved E&SC plan.This (Ref:40 CFR 302.4)or G.S.143-215.85. -14-ItigieW-40VJAT'..]•',..'order dimensions and relative elevations shown on the -
those unattended do.(this will determine if o site documentation Is required upon the initial
approved E&SC Plen. (d) Anticipated bypasses and unanticipated bypasses. EARTH DIKE
inspection is needed).Days on which na rainfall occurred InNallatIon of the E&SC measures are modified "s•-ti,,,Sale)stflaME:ggt./4,3egs --
-'''''xif.ip-Sx,S,S,°Ss..,,,,r-'-"-, ''• '
shalt be recorded as"Zero."The perm ittee may use another after initial in.11ation. (e) Noncompliance with the conditions of this permit that may endanger health or the •AT LESS THAN 1%SLOPE RiP-RAP APRON CONSTRUCTION SPECIFICATIONS:ntact -S-m.,14!.'''''''.: ''•. '''
rain-monitoring degce approved by the Division - environment EXTEND TO EDGE OF DISTURBANCE
(b)A phase of grading has been completed. Initial and date a copy of the approved E&SC pl 2
an ::.,:•. '
.Reporting Timeframes aner equients
(2)E&SC At least once per 7 1.Identification of the measures inspected or complete,date and sign an inspection report to
Measures calendar days and 2.Da.and Time of the inspection Indicate completion of the construction phase. After a permittee b d Oth R rem
ecomes aware of an occurrence that muN b e repo rted,h e s hatha the
within 24 hours of 3.Name of the person performing the inspection appropriate Division regional office within the timeframes and in accordance with the other
(c)Ground cover is located and installed in Initial and date a copy of the approved E&SC plan
a rain event a 1.0 4.indication of whether the measures were operating properly requirements listed below.Occurrences outside normal business hours may also be reported 1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE DIKES CARRYING
accordance with the approved E&SC plan. or complete,date and sign an inspeNion report to HAZY SKIES, LLC
inch in 24 hours. 5.Descdption of maintenance needs for the measure to the Deparbnent's Environmental Emergency Center personnel at(800)858-036B. WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET HIGHER AT ALL POINTS THAN THE
d h approve groundcover
6.Descdption,Evidence,and date of corrective actions taken indicate compliance witOccurrence Reporting Timeframe(After Discovery)and Other Requirements TOP OF THE INLET PIPE
(3)Stormwater Al least once pe,1.Identification of the discharge outfalls i spedfications.nspected (a)Visible •Within 24 hours,en oral or electronic notification.
discharge calendar days and 2 Dete end Tms ef M.m ePe°ti0i) . . (d)The mal.nance and repair requirements for Complete,date and sign an Inspection report titiMffient •Within 7 Calendar Days,a report that contains a description of the 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING BANDS. FLEXIBLE PIPE UNLESS THEY ARE INDIVIDUALLY DESIGNED,
ouffalle(SOOs)within 24 hours a ,.L7:,,::',„PdrgZ'rs”,`;'=„,=,.'"P,,,P,Vo*nn 'as oil s„, , all EMSC measures have been performed. deposition in a sediment and actions taken to address.°cause of Me deposition. SHOULD BE STAKED ON EITHER SIDE, SIZE THE DRAINS AS FOLLOWS..
a rain even. i.1.0 .sheen,floating or suspended sold or gis/oration stream or wetland Division staff may waive the requirement for a written report on a case-
in.in 24 hours. 5.Indication of visible sediment leaving fhe site by-case basis. 5. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF EMPTYING INTO A
6.Description,Evidence,and date comective actions taken
•(a)Corrective actions have been taken to MC Initial and date a copy of the approved EMSC plan if the stream is named on the NC 303(d)list as impaired for sediment- DISTURBED AREA. MAXIMUM DRAINAGE AREA PIPE DIAMETER 1340 CREEKSHIRE WAY
related caused,the permittee may be naquired to perform additional
(4)Pedmeter At...nee per 7 If visible Sedimentation is found outside site limits,then measure. or complete,date a.sign an inspection 4
of THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE SECTION SHALL BE report to monitoring,inspections or apply more stringent practices if staff PER PIPE(ACRES) f INCHES) SUITE 210
.Site c.j.endar r]].)r.and record of the following shall be made: indiCate the completiori of the corrective action. determine that additional requirements are needed to assure 0.5 12 WINSTON-SALEM,NC 27107
1)AXioz tilt.:ntgtsclean up or stabilize sediment.at has
within 24 hours of HAND TAMPED IN 4"LIFTS TO THE TOP OF THE EARTH DIKE
compliance with the federal or state iMpaired-waterSCOrldifiOrl. 0.75 15 PHONE[phone]
a rein ova.'" 2)Description,Evidence and dote of comective actions token (h)Oil spills and •Within 24 Hours,an oral ar electronic notification.The notification shall >1.00 18
inch in 24 hours. s)An explanation as to the actions taken to control Nture 2.Additional Documentation to be Kept on Site release of include information about the date,time,nature,volume and location 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL BE PERFORMED AFTER [e-mail]
regases In addition to the E&SC plan documents above,the following items shall be kept on the hazardous of the spill or release. EACH STORM BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT
site and available for inspectors at all times during normal business hours,unless the substances per
(5)Streams or Al least once per 7 if the stream or wetland hos increased visible sedimentation Division provides a site-specific exemption based on unique site conditions that make item 1(b)-(c)above 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, TAKING CARE
wetlands calendar days and°r l'''• Il•l°l•Ci'e.e'l on 7,1,-7.,,shell-o this requirement not practical, (c)Anticipated •A report at least ten days before.diate of the bypass,i f possible. NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
...I..] within'4 h9urs.'VL'c'gplia7n,'Eigr:erVe ti'n the ot:Yare ,:e.gV:..„ bypasses KO CFR The report shall include an evaluation of the anticipated quality and
site(where a rain event a 1.0 2)R:cords of required repr'orts fo the appropriate Division (a) This General Permit as well as Me Certificate of Coverage.after it is received. 122.41(m)(3)] effect of the bypass. NOT TO SCALE
accessible) in.in 24 hours. Regional Office per Port ill,Section C.Item(2)la)of this (d)Unanticipated •Within 24 Hours,anneal or electronic notification
(b) Records of inspections made during the previous twelve months.The permittee shall bypasses KO CFR •Within 7 calendar days,a report that includes an evaluation of the
of„ding]
re
(6)Ground r,,, , ,,,,,, 1.The phase of grading(installation of perimeter USG record the required observations on the inspection Record Form provided by the DiWsion ...plow)]
Stabilization measures,clearing and grubbing.instaliation of storm quality and effect of the bypass.
drainage facilities.completion of all land-disturbing activity. or a similar inspection form that includes all the required elements. FLEXIBLE PIPE SLOPE DRAIN
Measures (e)Noncompliance •Within 20 Hours,an oral or electronic notification
construction or redevelopment,permanent ground cover). electronically-available records in lieu of the required paper copies will be allowed if with the conditions •Within 7 calendar days,a report that contains a description of the
Z CI)
2.0ceurnentation that the required ground stabilization shown to provide equal access a.utility as the hard-copy records. of this permit that noncompliance.and its causes;the period of noncompliance,including
measures have been provided within the required timeframn 3.Documentation to be Retained for Three Years
On assurance that they will Cr provided as soon as may endanger exact dates and times,and if the noncornpliance has not been
possible. All data used to complete the a-NOI and all inspection records shall be maintained bra period health or the corrected,the anticipated time noncompliance is expected to continue; 0
NU i E)i he rain inspection rese's the required/calendar day inspection requirement. of three years after project completion and made available upon naquest KO CFR 122.41] environment(40 and steps taken or planned to reduce,eliminate and prevent
CFR 122.41(1)(7)] reocmmence of the noncompliance.KO CFR 122.41(1)(6).
•Division staff may waive the requirement for a written report on a case-
(/) <
by-case basis.
H
> LU
NCGOI SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 11/12/20 C•1
CO h• _i
M
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT CO Z 0
STRUCTURE WITH LINER
WITH THE NCGOI CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. gm._ ...
...-A d I.AcTuAL Leone:ix
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. CET:MINED IN FIELD
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identiry leaks and repair as soon as feasible.or remove leaking equipment from the 0.., v/0 so ''. a.seroseos 0)1,) Z H (9
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The project. 00 :00 HAMMED
M'E ".. "'''''' 671,2f71,trur 0
permiZ 0
ttee shall comply with the Erosion and Sediment Control plan approved by the delegated h WHEN 11.1E LIQUID
O. Collect all spent fluids,store in separate containers and properly dispose as azardous
authority having jurisdiction.All details and specifications shown on this sheet may not apply waste(recycle when possible). THE STRUCTLIRES CAPAOTY.\ft.... AND/oe souo REACHES TSX
C£
depending on site conditions and the delegated authority having jurisdiction. 0 o o o 0 swam.(m) r,rr. 1:t 0 0 Z
5. Remove leaking vehicles and construction equipment from service until the problem
CR STAPLES Ng, 1CONCRETE WASHOUT
has been correcte. .......,
STRUCTURE NEDS TO BE M E- 5 C110N A-A RP.raemotaan od STIA ruse Ir CLEARY MARKEED M1.S.. Z 0
SECTION E:GROUND STABILIZATION 6. Bnng used fuels,lubncants,d coolants,hydraulic fluids and other petroleum products to
WANG DEVICE
a recycling or disposal center that handles these materials.
Required Ground Stabilization Timeframes H T‹
,. K]...„...-cizsaLy ay..
Stabilige within '...1"1.1...1 HOMO 0.CE MIES I LLI Z
Site Area Description .....Y....der Timef rame variations LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE Ilene ws.) t.ACTUAL LOCATON
days after ceasing 0. . DETERMINED IN redo
land disturbance 1. Never bury or bum waste.Place litter and debris Irepproved waste containers. . is iK rr .-nr..1-) 2 THE CONCRETE WASHOUT (9 0
2. Provide a sufficient number and size of waste containers(e.g dumpster,trash ''
MMIRI)IIMIn
(a) Perimeter dikes, receptacle)on site to contain construction and domestic wastes. C' Zti'i 17easrresmned
swales,ditches,and 7 None 3. Locate waste containers at least 50 feet away from storrn drain inlets and surface waters d directly to Norm drain
1 Ii EN , Ilk Omx) - AND/OR SCUD REACHES 7S.W OF
THE STRUCTURES CAPACITY TO
Z CI)
perimeter slopes unless no other alternatives are reasonably available. .s.. to MIN mu, PROVIDE ADEOUATE HOMING
(h) High Quality Water 4° ii 1°0 I 4. L rs ocate waste containe on areas that do not receive sub .wetland stantial amou of runoff from /tirti . ,. „. CH ea CAPACITY N1TH A MINIMUM 12
INES Of FREEBOARD.
7 None upland areas and does not rain a ,stream or . 0°as;rgvji-t- 0 0
(HOW)Zones ' irgi' 3.CONCRETE WASHOUT
5. Cover waste containers at the end of each workday and before storm events or provide ] SANDBAGS(TVA.) STRUCTURE NEEDS TO BE
I:t(c) Slopes steeper , If slopes are 10 feet or less In secondary containment.Repair or replace damaged waste containers. SECTION B-B'STAPLES CLEARY MARI.WTI SIG.!.
NOIRIG DENCE.
length and ore hoot
7. Empty waste containers as needed t d g ti d
o prevent overflow.Clean up immediately if
-7 days for slopes greaNr than 50'th in containers overflow.
length and with slopes steeper than 4:1 CONCRETE WASHOUTS
8. Dispose waste off-site at an approved disposal facility.
-7 days for perimeter dikes,swales, 1. Do not discharge concrete or cement slurry from the site.
(d) Slopes 31 to 41 14 ditches,perimeter slopes and HOW 9. On business days,clean up and dispose of waste in designa ted waste conffiiners.
2. Dispose of,or recycle settled,hardened concrete residue in accordance with local and
Zones state solid waste regulations and amen approved facility.
-10 days for Falls Lake Watershed PAINT AND OTHER LIQUID WASTE 3. Manage washout from mortar mixers in accordance with the above item and in addition REVISIONS
-7 days for perimeter dikes,swales,ditches 1. Do not dump paint and other liquid wasle inb storm drains,streams or wetlands. place the mixer and associated materials on impervious barrier and within lot perimeter
silt fence.
perimeter slopes a.HOW Zones(e 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters) Areas with slopes
flatter than 4:1 14 -10 days for Falls Lake Watershed unless unless no other alNrnatives are reasonably available. 4. Install temporary concrete washouts per local requirements,where applicable.If an
there Is zero slope 3. Contain liquid wastes inc controlled area. alternate method or product is to be used,contact your approval authority for review
and approval.If local standard details are not available,use one of the two types of
Note:After the permanent cessation of construction activities,any areas with temporary 4. Containment must be labeled,sized and placed appropriately for the needs of site. temporary concrete washouts provided on this detail.
ground stabilization shall be convened to permanent ground stabilization as soon as 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
practicable but in no case longer than 90 calendar days after the last land disturbing activity, construction sites. sections.Stormwater accumulated within the washout may not be pumped into or
Temporary ground stabilization shall be maintained in a manner to render the surface stable discharged to the storm drain system or receiving surface waters.Liquid waste must be
against accelerated erosion until permanent ground stabilization is achieved.
PORTABLE TOILETS pumped out and removed from project.
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains,streams 6. Locate washouts at least 50 feet from storrn drain inlets and surface waters unless it
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the or wetlands unless there is no alternative reasonably available.If 50 foot offset is not can be shown that no other alternatives are reasonably available.At a minimum,install
attainable,provide relocation of podable toilet behind silt fence or place on a gravel pad protection of storm drain inletis)closest to the washout which could receive spills or
techniques in the table below:
and surround with sand bags. oveMow.
Temporary Stabilization Permanent Stabilization
2. Provide staking or anchoring of portable toilets during periods of high winds or in high 7. Locate washouts in an easily accessible area,on level ground and install a stone
•Permanent grass seed covered with scourer
•Temporary grass seed covered with straw orfoot traffic areas. entrance pad in front of the washout.Additional controls may be required by the
other mulches and tackfflers. other mulches and ffickifiers
arovin authority.
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor porta. ts tae for leaking and properly dispose of any leak amaterial.Util g
ize a
pp
licensed sanitary waste hauler to remove leaking portable toilets and replace with 8. Install at least one sign directing concrete trucks to the washout within the project limits.
temporary grass seed
•Rolled erosion control produc.with or without reinf.r..Mll•.••..”.
•Hydroseeding properly operating unit. Post signage on the washout itself to identify this location.
,,r,,,,,,,,,,,,,,,,,applied,,,row or other n,,,,,, •Shrubs or other permanent plantings covered 9. Remove leavings from the washout when at approximately 75%capacity to limit
•Plastic sheeting with mulch overflow events.Replace the tarp,sand bags or other temporary structural
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT components when no longer functional.When utilizing alternative or proprietary
sufficient to restrain erosion products,follow manufacturers instructions.
on •Structural methods such as concreN,asphalt 1. Show Nockpile locations on plans.Locate earthen-maNrial stockpile areas at least 50
10.At the completion of the concrete work,remove remaining leavings and dispose of in an
feet away from storm drain inlets,sediment basins,perimeter sediment controls and
or co
Rol led retaining erosion walls
prod ra surface waters unless It titin be shown no other alternatives are reasonably available. approved disposal facility.Fill pit,if applicable,and stabilize any disturbance caused by PROJECT NO,2023.30
-0 • conl ucts with gss seed 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five
removal of washout.
feet from the toe of stockpile.
SCALE:N.T.S.
CD 3. Provide stable stone access point when feasible.
CD POLYACRYLAMIDES(PAMS)AND FLOCCULANTS 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with HERBICIDES,PESTICIDES AND RODENTICIDES
DRAWN BY:KTL
C.) 1. Select flocculants that are appropriate for the soils being exposed during construction, the approved plan and any additional requirements.Soil stabilization is defined as 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
vegetative,physical or chemical coverage techniques that will restrain accelerated restrictions.
Z selecting from the NC DWR List of Approved PAMS/Flocculants.
erosion on disturbed soils for temporary or permanent control needs. 2. Store herbicides,pesticides and rodenticides in their original containers with the label. CHECKED BY:MSL
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
which lists directions for ingredients and first aid steps in case of accidental
V) 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved poisoning. use, DATE)11/27/2023
_I PAMS/Flocculants and in accordance with the manufacturers instructions. HAZARDOUS AND TOXIC WASTE 3. Do not store herbicides,pesticides and rodenticides In areas where flooding Is possible
7 4. Provide pending area for containment of treated Stormwater before discharging offsite. 1. Create designated hazardous waste collection areas on-site, or where they may spill or leak into wells,stormwater drains,ground water or surface
I- 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover or 2. Place hazardous waste containers under cover or in secondary containment. water.If a spill occurs,clean area immediately.
LL_I surrounded by secondary containment structures. 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. 4. Do not stockpile these materials onsite.
0
SHEET NO
(-)
Ld
1 NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 11/12/20
o
n
02 .3
CV

JD ESSICK RD /
CITY LAKE RD L, E'
LATHAM-WALTERS
ENGINEERING,INC.
N.C.CORP.LIC.C-1815
16507-A NORTHCROSS DRIVE
J / HUNTERSVILLE,N.C.28078
PIN PHONE:[phone]
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_ _ REVISIONS
PARCEL X:11333.A0000009R ,� l / \ /� L ____/ j / r l I
aTEVENBBRENDA CRIPLMlR ) \\ / /-� J/\ �, / J \ -y / ✓ / / / / ( /
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PROJECT NO.:2023.30
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DRAWN BY:KTL
-6
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CHECKED BY:MSL
DATE 11/27/2023
4 GRAPHIC SCALE
o
z 81E11 uCONTRTIES ARE ACTOR ISATED PRIOR TO BEGINNING CONSTRUCTION.
C.NSI LE FOR PLA IN BARRI ADES 9u so ,aozoao �D J NTNG FLAG Is RESPOrvsaNE FOR PLACINGNSUR SA SHEET NO:
Q D uslrvG Fucmerv,EC `` � 31.ALLPAVEMEMCUTS,corvcRETEORASPHALTARETGORTN TO THE PUBLIC.
I inch 0 ft.
3HOR wDEPARTMENT VART 171VIID C3 .0
Know what's below. 3T NDARo3PART,A ssrvBPARTP.oR sAmmErvoED.
N Cal before you dig.

JD ESSICK RD /
PVI STA:2+33.61
PVI ELEV:749.27
K:41.00 CITY LAKE RD
_ LVC:100.00 HIGH PT.STA:2+42.61 --4." n LATHAM-WALTERS
HIGH PT ELEV:748.91 PVI STA:6+02.83 ENGINEERING,INC.
PVI ELEV:745.51
K:21.43 N.C.COP.LIC.C-1815
760 _ LVC.150.00 _ 760 16507A NRTHCROSS DRIVE
m HUNTERSILLE,N.C.28078
PHONE: [phone]
N FAX: (;ovR(
04)237-4362
SITE
m m CARD�o,
R- JO -,rvr--
• SEAL
7646
VICINITY MAP '%3'1• 11�-vo I `
N.T.S. ' t.1cINEE�'`•(�:
EX. GROUND
750 q, / � - - � 750 ,/um610°
EX. EOP =r _-�i I NOT
N a% _- - - / �� a.00% ISSUED FOR
PPVI VI ETEV:732.74 CONSTRUCTION
/ -PROP. GROUND �� LVC 0000
-"."'IIIIIIIIIIN
1.6'DIP WATER \
72 HAZY SKIES, LLC
740 \ 740
;,,, \ 1340 CREEKSHIRE WAY
\ SUITE 210
\ WINSTON-SALEM,NC 27107
PHONE:[phone]
\ \ n [e-mail]
'N'4411111411111111. ''' '- '`..-.7-\ '!v
\ Ow
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PROP.t6 r/39 L.F.6"DIP WATER LINE ' Z
-TO REDUCER,3,5'OFF EDP, NOTE:ALL FITTINGS AND PIPE BEFORE AND v+3'MIN.COVER _AFTER THE FITTING SHALL BE RESTRAINED JOINT
PER DIPRA CALCULATIONS Z Z
.,I / NOTE:PRESSURE REDUCING VALVES MAY BE 0 h NEEDED BEYOND METERS FOR EACH HOME.
14 I I I 10
16 I I I I O I I 13 I I I aI I I // / CC z W
Iw I RP OP.3 fi4 L. P/WATER LINE X
y J L L - - - - - - - J L - - I (NOTE:P.U.E.=PUBLIC UTILITY EASEMENT' H W Q
'+ / / - _ _I REDUCER T06.0.,3'-5'OFF EDP,
"'ay\ \ \ / 50'FRONT SETBACK 3'MIN.COVER J
o Z\ (TVP)
0
\ \ \/ -L=12.58',R=230.00' PROP.Fit W/GATE VALVE 2"TAP \\
AND 2'VALVE BEYOND TEE 8
96' 7 1 I\ \k,,,,,,,\ 1 ]OO.00 \ NOTE: LLJJ 4=31.29,fan=fi2.2487 4© ) ]DO.DO (SPECIAL CARE)700.00 \ WATER LINE PLACEMENTQ
10•P.u.e. 96.48_ TO BE 3'-5'OFF EDGE OF 2
6jep9 _\ \ \ s, COMET LANE 50' R/W PUBLIC (2 PAVEMENT(EP) O
�s \�
\ \ \ d„�o \ i 0
\ \ O�O g\\ \ / / 0.90 '1aR 6 30 007 sl 0 00 - - P 1
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`/1 ' N84°47'i6^W 184.55'
_ a REVISIONS
\ j5D - SoR ��
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\�J :a 3, ioo.00
3' r ,np 550:1a,00 700.00 /
III
,,i 1% /\ / 50'FRONT SETBACK TVP.) PROP.2"GATE VALVE 9�
aOP' - - WITH BLOW-OFF s /
IX.16"WATER LINE \ \30\� - P r r
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8"CLLEER
16X6"TS&V 1 \xI
\ I / I WATER LINE NOTES: I I I
\� I CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION OF ALL EXISTING I I
Ya\ yam\ ��a \~ UTILITIES PRIOR TO CONSTRUCTION.
/ Q CONTRACTOR SHALL CONTACT DAVIDSON WATER,INC.,[phone],THREE(3)
\ \ WORKING DAYS PRIOR TO COMMENCING WORK.ARRANGEMENTS SHALL BE MADE \ \ PROJECT NO.:2023.30
THREE WORK DAYS IN ADVANCE TO ALLOW A REPRESENTATIVE TO INSPECT THE ROADWAY NOTES:
CONNECTION TO THE EXISTING LINE. SCALE: 1"=40'(H)&1"=4'(V)
CONTRACTOR SHALL NOT OPERATE ANY VALVE WITHIN OR CONNECTING TO THE 1.CONTRACTOR SHALL DETERMINE LOCATION,ELEVATION&SIZE OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
DAVIDSON WATER WATER SYSTEM. DRAWN BY:KTL
INSTALLING CONTRACTOR SHALL NOTIFY DAVIDSON WATER INC.THREE(3)WORKING 2.SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY COE FORESTRY
DAYS PRIOR TO PRESSURE TESTING AND DISINFECTION AND ALLOW THESE TEST TO &LAND SURVEYING,PLS. CHECKED BY:MSL
BE WITNESSSED BY A REPRESENTATIVE OF THE CORPORATION&THE ENGINEER.
3.CONTRACTOR SHALL VERIFY OUTFALL INVERTS PRIOR TO INSTALLING PIPES. DATE:11/27/2023
ALL 2"PVC PIPE SHALL BE SDR 17.ALL D.I.P.SHALL BE CLASS 50.ALL FITTINGS SHALL -
11 orvsaAc7oa is FULLY RESPONSIBLE FOR CONTACTING BE DUCTILE IRON PUSH ON MECHANICAL JOINT. 4.PIPE INVERTS SHALL BE PLACED ON EXISTING GROUND OR IN CUT AREAS,NO
811 O u Lror"evueocnreovREE'e[ciry irvrvcaerLis 11ACTI0:. 0 D GRAPHIC SCALE UPON COMPLETION,ALL LINES SHALL BE FLUSHED,PRESSURE TESTED,AND INVERTS SHALL DISCHARGE IN FILL SLOPES.
zl.CONTRACTOR is aasaorvSIBl E FOR PLACING BARRICADES DISINFECTED IN THAT ORDER. 5.ALL STREETS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
TOTOFucmCN,ETc 00 NEcessAH0 TOINSURE SAFErc blad ALL WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED TO PERFORM PUBLIC NCDOT'S"SUBDIVISION ROADS-MINIMUM CONSTRUCTION STANDARDS". SHEET NO.
\\�);,, s).nu PAVEMENT COTS,COSCRETE oa ASRrwuoARE To UTILITY INSTALLATIONS IN NORTH CAROLINA.
� 6.ALL PIPE SHALL BE NCDOT APPROVED PIPE AND SHALL BE BEDDED IN
L 0ARDUNACDPAARTMENTOFTRANsOARTATIOaiNErvoaTH CONTRACTOR SHALL NOTIFY ENGINEER THREE WORKING DAYS PRIOR TO ACCORDANCE WITH NCDOT SPECIFICATIONS. C4 .
( IN FEET) COMMENCEMENT OF CONSTRUCTION.
aCO Know what's below. °`s"TZ,R65 PUTT19l6 s�UEPORTP OR AP umnEODBD. 1 inch= 40 ft. CONTRACTOR SHALL ADJUST WATER LINE LOCATION AS NECESSARY TO AVOID
6 EXISTING UTILITIES.
Call before you dig.
N

GENERAL MATERIAL SPECIFICATIONS ALL MATERIALS MUST MEET OR EXCEED INSTALLATION SPECIFICATIONS 6. Minimum cover for water mains shall be 36 inches.Maximum cover shall be 48 inches. 12.AII water mains shall be flushed and disinfected prior to being put in service.Flushing
AWWA STANDARDS All the parts/components that come in contact with water must meet These Installation Specifications are intended to meet or exceed the North Carolina Rules Minimum trench width shall be pipe diameter plus 18 inches.(SEE TRENCH SECTION shall be accomplished with sufficient water velocity(Minimum of 2.5 fps)to thoroughly I
NSF 61/NSF 372(new lead free requirements). Governing Public Water Systems,American Water Works Association/AWWA AND LINESETTER TYPICAL) clean the main.The mains shall be disinfected using a chlorine equal to or greater than ��]
Standards,and North Carolina Department of Transportation Rules. (In case of conflict 7. All pipe shall be thoroughly cleaned of all earth material and rubbish before being placed 50 milligrams per liter(50 ppm).The chlorine solution shall remain in the mains for a LATFIAM-WALTERS
1. Pipe;SDR 17 Lengths 20'Max.2",3". Pipe must have NSF/PW seal stamped on it. the requirements of the more stringent standard,DWI, AWWA,GPWS and NCDOT in the trench.Bell holes will be dug at each joint.Pipe shall be placed on firm,smooth minimum of 24 hours.Bacteriological test samples shall be taken by(Davidson Water ENGINEERING INC.
ASTM:D2241 rules,shall apply) foundation to prevent subsequent settlement. Inc.,State Certified Lab)for evaluation and line disinfectant approval.After disinfection is
2. Pipe;SDR 21 Lengths 20'Max.2",3",4". Pipe must have NSF/PW seal stamped on 1.Work to be performed shall consist of furnishing and installing complete and ready for 8. Concrete thrust blocking shall be constructed at all bends,tees,reducers,and dead complete,the new lines shall be flushed sufficiently so that the chlorine concentration N.C.CORP.LICK C-1813
16507-A NORTHC DRIVE
it. ASTM:D2241 3.Pipe;Ductile Iron P.C.350 6",8",10",12",16" AWWA C151 service all water main and appurtenances in accordance with the contract plans and ends and where conditions warrant.All fittings and accessories to be wrapped with level in the new lines do not exceed existing line concentration.12A Disinfection:AWWAN.C.HUNTERSVILLE,N.C.2807878
4.Valves;AWWA Standard specifications. Valves shall open left,non-rising stem. 200 PSI specifications.Prior to commencing work,the Contractor will provide 2 working days polyethylene film prior to placing blocking.(SEE BLOCKING TYPICALS) C651 PHONE[phone]
working pressure iron body,resilient seat gate valve 2",3",4",6",8", Mueller,M&H, notice to Davidson Water Inc.,NCDOT,and all other appropriate utility companies. 9. Hydrants shall be set plumb as indicated on the drawings with the pumper connection 18 13.Water lines shall be placed at least 3 feet minimum from the edge of the pavement but FAX: [phone]
American Darling,Kennedy. AWWA C509/515 5. Fire Hydrants;AWWA Type Dry Top 2. Trench excavation in rock shall be a minimum of 2 feet wider than the nominal pipe inches above grade.The back of the hydrant,opposite the pipe connection,shall be no greater than 5 feet from the edge of the pavement.(SEE TRENCH SECTION AND
National Standard,Traffic type. 4 1/2"valve opening,1 1/2"pent.,two 2 1/2"openings,one diameter.Excavation shall be 6"below the proposed invert of the PVC pipe and firmly blocked against the vertical face of the trench with poured-in-place concrete to LINESETTER INSTALLATION TYPICAL) „„IIIIIIII,,,
4 1/2"opening,bronze to bronze seat,yellow barrel,red bonnet caps,not less than 3'6" backfilled(cushioned)with clean soil or sand. prevent the hydrant from blowing off the line.In fill areas or soils that are not solid 14.Special care should be taken at cul-de-sacs to ensure water line is kept proper distance .�N CARp
bury,open left. Mueller,Super Centurion 200,M&H#129,American Darling,MARK 73-1, 3. Backfill along sides and immediately over pipe by hand.Backfill material around pipe hydrants shall be rodded or restrained by mega-lug using Ductile Iron pipe not PVC. from the edge of the pavement.(SEE CUL-DE-SAC TYPICAL) 15.All tapping sleeves oe OFEss/O•
Kennedy,K81A.AWWA C502 AWWA C502 6.Fittings;Ductile Iron Push on,M.J. All fire shall be free of rocks and other debris.Trench backfill under existing or proposed paving Clean crushed stone or gravel shall be placed around the base of each hydrant above and valves shall be air tested at 150 P.S.I.for a minimum of 15 minutes. SEAL c"
hydrants shall branch off with hydrant tee and and most stub outs. AWWA C153 7.All and road shoulders shall be compacted to a density of 95 percent of maximum dry the supporting foundation and to within 12 inches of the ground line.Stone or gravel 16.Davidson Water,Inc.has a State Certified Lab for testing Bacteriological samples. 17646 5
MIPX Bell Adapters 2"and 3"shall be Harco. density. shall extend at least 10 inches away from the hydrant barrel in all directions.Hydrants 3 11/T�29 Q
8. All threaded pipe(nipples etc.)shall be brass 2"and 3". 4. Encasement pipe shall be installed by dry boring and jacking.Casing diameter,length, shall be opened and flushed prior to pressure testing of the lines.SEE HYDRANT -r'•F�ttINEE?° '
9. Valve boxes 5 1/4"cast iron with WATER written on the lid,screw type. and wall thickness shall be as shown on plans.Materials and workmanship in the INSTALLATION TYPICAL) ',,, L S vP`
10. Meter boxplastic 12"deepBrooks#1419-12,Jones,Meter box lid,solid cast iron 15 existingor proposed NCDOT right of wayshall conform to NCDOT standards and 10.Valve box assemblyshall be setplumb,true and to grade.(SEE VALVE INSTALLATION """"""
P P 9
lb.min. specifications.The contractor making the bored crossing shall notify NCDOT prior to the TYPICAL) NOT
11. Linesetter;Ford LSVBHH41-233W,Mueller B-2418F-2A with H-14222 and H-14227 start of work with enough notice for NCDOT to provide inspectors. 11.AII water mains shall be pressure tested with a test pressure at the high point of the main ISSUED FOR
end pieces. 5. Water mains shall be laid at least 10 feet laterally from existing or proposed sanitary twice the working pressure or 200 PSI,whichever is greater.Test pressure shall be CONSTRUCTION
12. Tubing;Type K Copper ASTM B-88. sewers.Water mains shall have a minimum of 18"vertical separation over sewer mains. maintained for a minimum of 3 hours.Make up water shall not exceed the following
13. Corporation stops;Ford F-1000,Mueller H-15008. Where this separation is not possible or the water main is laid under the sewer main, amounts in gallons per 1000 feet of
14. Service saddles;Muller H-134,Ford S70,CC Threads. both the water and sewer pipe shall be ductile iron pipe.Center pipe spans at point of main:2"line-.50,3"line-0.74,4"line-1.11,6"line-1.65,8"line 2.22,12"line-3.3,
15. Tapping sleeves Stainless Steel,full rubber back,JCM,Romac-SST,Ford, intersection in order to have 10 feet from water line joint to point of intersection. 16"line-3.96 and 24"line-5.97.
Smith-Blair. 5A.DIP/PVC Installation:AWWA C600/605,GPWS Rule 0.0904 Storm Sewer Crossing 11A.DIP/PVC LEAKAGE AND TESTING:AWWA C600/C605/(DWI specifications exceed
Rule(In case of conflict the requirements of the more stringent standard,DWI, AWWA, min.pressure and min.test times above the AWWA standards)
GPWS and NCDOT rules,shall apply)
HAZY SKIES, LLC
1340 CREEKSHIRE WAY
SUITE 210
WINSTON-SALEM,NC 27107
5012
CONTAxwgno PHONE:(704) ER1 ES.0
WATER MAIN WATER MAIN [e-mail]
•
- vxvx mr 1 -13 -13' 3'n
\ VALVEGATE . I
8 2 VITH SCHEDULE EACH
END PAVEMENT WITH SOLVENT v PAVEMENT
O'I. qa BOx �- a q}EACHPEND Ar EACH END- I
n, w�wnxH� Oxx s": __ _ 4 $4" BEND PI 2 In SCHEDULE 40 LUG
I I
0��� w CONCRETEBLOCKING IIH; Z
BKBxB KYDMNT TEE 3•I -3.- 3�-3'--3'-I3• 0
BLOCKING Bx2 MJ TAPPEO PLUG
"urnq. CENTERLINE 24 BRASS NIPPLE 0 BE BCASURIED PIPE ILEAST
E - 21n.VALVE TREADED CASING PIPE IS TO
S TEI
- 4�� _ EDGE Or PAVEMENT BE BURIED AT LEAST 24 In.DEEP `^
1=1.r 3 24 In.DEEP SEWER PRDPERTY� v/I TYPICAL 2,3,4,6, AND 8 in. ROAD RIGHT OF WAY • w CLEANOUT PIN _
CONE MD R 7 LOT 17 LOT 7 LOT B
~�"�~• �,'�__�+= BLOW OFF INSTALLATION >
y=" - row
I�� MAXIMUM 6 LOTS ON A 21n.WATER LINE TYPICALSERVICE TYPICALSERVICE
MAXIMUM 500'OF 2 n.WATER LINE
3
FUTURE FUTURE Q OO < Z
Po," • - Iiiiiiiiiii - N ENCASEMENT IN A ENCASEMENT IN A M CV O
{ ��� ,.,w.LrEnx - - ,�,xx x�»m LID
21n.VALVE AND BLOW OFF / " 4 SUBDIVISION WITH SEWER SUBDIVISION WITHOUT SEWER W N
Mi
�y °°°xvOR""T'EE - ` __ _ _ P.Ww� iii 6 /// \ The developer is responsible for the installation of taps on the long side when the subsurface of the road z Q
DRAIN ROLES TODD a -_-7 ` WATER LINE SHOULD COME cannot be bored.Either the taps must be installed and the services run,or 2 in.encasement must be laced inDRE !�,
Ea 11611110.0110 J CONEDETE
ALL THE WAY AROUND THE the ground for the sev ces to 6e run through later. This page and the following page show how the p Z z w
pi
CUL-DE-SAC TO PREVENT encasement is to be placed in the ground if this is the chosen option.If encasement is used the contractor ax xuvEPu¢ouxvExTxEv.eE .x"smesixs«i"oix, urx =0(.... zcBvacrwc ,wx- HAVING TO BORE UNDER -1 O Z LL
- THE CUL-DE-SAC TO RUN must provide Davidson Water Inc.with an asbuilt page or pages show-ing where the encasement is located.
.xI". � MAKE NOTE THAT SPECIAL CARE r n
/ / A SERVICE LINE. It is preferred for encasement to be installed as shown on these two pages. V
qT " 'E"Ai zoT:r-.wmvcv¢vmrc SHOULD BE TAKEN ET KEEP TWHE
z
LINE 3'OFF OF THE EDGE OF THE LONG SERVICES IN U
Luzrr HRH. rev® PAVEMENTrEt LiJ
,ON THE CUL-DE-SACS SUBDIVISIONS -wc.
nTx z.vz��
TYPICAL FIRE HYDRANT TYPICAL IN LINE WATER TYPICAL TRENCH SECTION AND TYPICAL CUL-DE-SAC PAVEMENT 0J Cam!)
INSTALLATION VALVE INSTALLATION LINESETTER INSTALLATION LAYOUT ,. E,. _,_ Z Q 016
112R0194 PAGE A I 112/20/94 PAGE B I 103-17-20 PAGE C I I Q
112/20/94 PAGED
2 In.SCHEDULE 40 CASING WITH
SOLVENT WELD PLUG AT EACH END
VA TER
CONCRETE UNDISTURBED - - AI
CONCRETE MN
a� _ BLOCKING SOIL __ __ = - BLOCKING
- - - - - - - - d� CONCRETE - - - UNDISTURBED I= REVISIONS
~-SOIL
BLOCKING �I�1 4 - = 0 SERVICE ENCASEMENT
>� CROSS SECTION
s -
=MOWN
O I Jy
z _ _ _ _ _ _ _ ter _ 1 - 1 3-9-20 PAGE E/F
__ J`'
-_- _ _CND_� I
- UNDISTURBED _. _ _ _ _ _ _ _.7 --_ �Y9"" �� "'�
.< - - - SOIL
i TYPICAL TEE TYPICAL 45° BEND ,SOFT COPPERIT442.
ro,„
o Ld BLOCKING BLOCKING BLOCKING ,»o"h _NOT De LOWED ARE.SUBJECT __IN ITE44000
Dm
AREA CONCRETE _ __ _ __ __ _ __ _ __ _ wN xA�www w � .U ��n
ny BLOCKING
'-CJ ---------------------- ------------_ __-_- __-_-__-_ UNDISTURBED
------------- - - - --- - --- - --- -�SOIL PROJECT NO.:2023.30
Keep concrete away from joints.Place concrete -_ UNDISTURBED -- -- --
fairly dry and form if required for maximum area - SQL --
CONCRETE
SCALE N.T.S.
Q against undisturbed soil.All fittings to be --------- BLOCKING DRAWN BY KTL
w wrapped with 10 mil.polyethlene prior to pouring =-_-_ _ _ - -_ _--
blocking.Use 3000 PSI concrete. 6 - _- CHECKED BY:MSL
LLI - - - - - - - - -= CONCRETE _ 12''-- _ _- __
z ______ BLOCKING _ _ _ 4�_ _ DATE:11/27/2023
Ct
_._ _.-._ _ _ _ _ _ _ _ _ _ _.._.. SHEET NO'.
Q TYPICAL TEE WITH PLUG TYPICAL 90° BEND STANDARD WATER MAIN,SERVICE&
METER BOX INSTALLATION WITH SIDEWALK
1 BLOCKING BLOCKING
0
ro 112r20/94 PAGE G I 112/20/94 PAGE H I I 12/20/94 PAGE 5.0
03r31/18 PAGE J
N

LIVE
LATHAM-WALTERS
ENGINEERING,INC.
N.C.CORP.LIC.C-1815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE,N.C.28078
PHONE[phone]
FAX: [phone]
FESjel SR
SEAL _
17646 lz E.
-S\„ N1/i9/'
o'o <L �'P,,S.
NOT
C/L ISSUED FOR
I
50'RIGHTI OF WAY CONSTRUCTION
8' Z0' 6' 6'
SHOULDER PAVEMENT SHOULDER DITCH
CONCRETE tln'IR.
PAD FOR
CRU(PER UPS)
*Pea�-�� PER� HAZY SKIES, LLC
v'` io ICBU CBU +e'"d'' 8"COMPACTED ABC ry
LOCATE CBU ONLY J• (ACCESS FROM PAD) 2"SF-9.5B
IN CROSSHATCH AREA. a'
(DO NOT INSTALL IN �; 11.4 5'
"THROAT"OF CUL-DE-SAC) : MN
ADA RAMP LOC.
1340 CREEKSHIRE WAY
ROADWAY TYPICAL SECTION SUITE ,210
50. ; CROSS-SECTION-SHOULDER SECTION WINSTONSALEM,NC 27107
9 R PHONE:[phone]
N.T.S.
[e-mail]
EDGE OF
TRAVEL LANE ,
ROADWAY
CENTERLINE II
Z I
0
SEE FIGURE 8 PAGE 46"NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTIONCO STANDARDS JANUARY 2010'FOR LOCAL AND COLLECTOR ROAD DIMENSIONS.
6.
Zp rn CO
6'
1 I 1 MIN CBU p CO
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