NCC231476_Site Plan or Location Map_20230515

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7cG LATHAM-WALTERS
cos8 10, ENGINEERING,INC.
W P PQ N.C.CORP.LIC.C-1815
16507-A NORTHCRO55 DRIVE
���Y NTo ml� ARRIE•S COVE LN P� HUNTERSVILLE,N.C.28078
Ci N m U S.R.3410
PHONE:[phone]
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WINDSOR i
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SITE— I
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VICINITY MAP g7�O �`;O/FE55%j
N.T.S. 1F'GC^""' �0 .
SEAL
8 1764697 °
i'.. 4GIN EP..'Z',
MILL ATSTONECREEK - PHASE
THE3
WINDSOR TRAIL
LEXINGTON , NORTH CAROLINA 27295 RCY INVESTMENTS,
LLC
REEDY CREEK TOWNSHIP / DAVIDSON COUNTY 247 RUFF LEONARD ROAD
LEXINGTON,NC 27295
PHONE:[phone]
[e-mail]
CIVIL PLANS M
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RCY INVESTMENTS LLC wX
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247 RUFF LEONARD ROAD a 1-
LEXINGTON , NC 27295 J
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(336) 731 -6001
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[e-mail] REVISIONS
Sheet List Table
Sheet Number Sheet Title
C COVER
C1.0 SITE PLAN
C2.0 EROSION CONTROL PLAN PROJECT Na:2022.22
C3.0 EROSION CONTROL DETAILS
C3.1 EROSION CONTROL DETAILS SCALE N.T.S.
C3.2 EROSION CONTROL NCGO1 DRAWN BY:PAB
C4.0 HACKAMORE TRAIL PLAN&PROFILE&WATERLINE PLAN
CHECKED BY:MSL
C5.0 SITE DETAILS
C5.1 WATERLINE DETAILS&SPECIFICATIONS DATE:08/24/2022
8 1).CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING (6.0 DRAINAGE AREA MAP
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED ND ASSU BEGINNING CONSTRUCTION.
2).CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
® USING FLAGMEN,ETC.,AS NECESSARY TO INSURE SAFETY SHEET NO:
TO THE PUBLIC.
---Air-
, 3).ALL PAVEMENT CUTS,CONCRETE OR ASPHALT ARE TO
BE REPLACED ACCORDING TO STANDARDS OF YHE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4).SHORING WILL BE ACCORDING TO OSHA TRENCHINGC
Know what's below. STANDARDS PART1926SUBPARTP,ORASAMMENDED.
Call before you dig.

NO 450 LWE
h
yFP '�°O LATHAM-WALTERS
ca�� $yF ENGINEERING,INC.
I \ \ \ \ 1 W P Pa N.C.CORP.LIC.C-1815
1 B 16507-A NORTHCROSS DRIVE
m LLENT W CABBIE'S COVE IN P4o HUNTERSVILLE,N.C.28078
I \ \ 1 `m C'4kCT N L. =s.R.347o T PHONE:[phone]
N9� RFFK CT aW pm p0
WINDS_OR
PIN ID:6709-02-86-7387 A T�L W A
3.8
JACKSON BERRIER THE MILL AT STONE CREEK \ 1 1
EX.ZONING:RA3 PHASE 2 I \
DB 2546/PG 1393 EX.ZONING:RA3
PLAT BOOK 83/PAGE 12 SITE �°""C'q'I��
.`��N AR(),,,,,
15iTC'O \
` VICINITY MAP _ F'ds%C
vNm�m.a N.T.S.
gmNN`� • SEAL
I In 17646 -
N 15°.pg�,19.E %�8e 7�
405.= I '.7C FAC'NE?.�
\ \ 24.73' PIN ID:6709-02-97-2128 1 I
g XTRA PROPERTIES,LLC SITE DATA:
>9,0, EX.ZONING:RA3
\ \ \\ DB 2423/PG 0099 I I 1.DEVELOPER/OWNER:RCY INVESTMENTS,LLC
247 RUFF LEONARD ROAD
LEXINGTON,NC 27295
1 IOS2z, 2.PROPERTY PIN ID:67 9502-PG 1912
\ '''''elA24°'Sq:
\ft S SA 1g"Fa39
ADDRESS:PROP.ARCELNDRESS:8TRAIL RCY INVESTMENTS,
\C \ 51g, 3 (PARCELEXINGTON,NC 27295 LLC
(PARCEL ADDRESS:800 HEGE DRIVE)
\ \ REEDY CREEK TOWNSHIP
DAVIDSON COUNTY
\ \ 21p�, 3 3.ES.ZONING:RA3 247 RUFF LEONARD ROAD
Zp \ 4.TOTAL SITE ACRES:39.38 ACRES LEXINGTON,NC 27295
\ PHONE:[phone]
I N. ?�� \ 3 5.PROPOSED LOTS:II SINGLE-FAMILY RESIDENTIAL LOTS [e-mail]
\ \ MIN.LOT AREA:20,000 S.F.(ON-SITE SEPTIC/WELL)
N. N.
5 n3 \ \ MIN.LOT WIDTH:100'
\ N. \ \ 'S m \ 3 6.SETBACKS:FRONT:30'
REAR:20'
N * 1 g n SIDE:10'
0 0 - m
\SO. m u 7.WATERSHED:PROPERTY IS NOT LOCATED IN A WATER Cr)
�`rP \ \ 3 SUPPLY WATERSHED AREA
is
IJJ
cs42 S7j�. t m y 8.FEMA FLOOD PANEL:33710670800J,DATED:3/16/2009
�6,•�7, \ I THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD � Lf)
HAZARD ZONE N
\y' N',...
\ ® 5 O Z 3 I 9.INFRASTRUCTURE: T
\ N 'O m_ PUBLIC(DAVIDSON WATER) T
394,888 S.F.
wN\ \ O Z m1 ;3 W m WASTEWATER:SEPTIC ^ N
322,782 S.F. NI A 3 x LL r,
N N. \ t2fi,0035.F. 0 I m ��1 'n1 v
N335,745 S.F. I _.>D G Z
•' 2
`2 \\ / .� N \_ _ J L _ _ _ J L 30'FRONT SETBACK(TYP.)\ I I r 3 r"
w :2 \ W Z
N ♦ \ MPAIL KIOSK CBS I m
/ • \, 10'P.U.E. I_,..5,
z
/ ,♦ C7 41.83' 100.00' 100.00' _ _ _ _ 200.00' _ _ I 1 U f,I
/ •'.s, PROP.HACKAMORE TRAIL y Z J
•°c 50'PUBLIC R/W W X
• f1
PIN ID:6709-02-96-4213 ® I 2/ 1P 576.841 _ _ I _ - - / / z LLI
JOHNNY&JENNIE STEWART 352,871 S.F. I s ♦ „ a++oo - 340 - I 3+0+o 1I00
Ex.ZONING:RA3 SO6°46`53.89"W -• °�10 / O _. 1 r
DB 0884/PG 1368 I \ •• - p� \ / J LLI
••
Y _ _ _ _ _ _ PROP.WATER
3 I / //�
36.60' 100.00' 100.00' 100.00' 105.03' 1 •\5 / V J Et
/ O6 IS P.O E. ,F /QQ. / CO
321,290
� / O/ ...---NO\ ' I 3 � ?J ^/ / 30 FRONT SETBACK(TYP.) .!� Q� J
/ 0 O O I
/ / © / 320,7245.F. 321,O06 S.F. 321 S.F. 321,050 S.F. I /// z
bLB 01r / ly340,759 S.F./y !7 /
w
/ / / / /` 320�6.F. / / I
/ / / ItiAI °� J /
/ REVISIONS
ml ml /
ml / /
_ / "7
20'EASEMENT
20'REAR SETBACK ---- /
278.36' --
59.21' 56.15' 700.04'<S 8°-23'-05"W 337.57' 81.41' 18.63' 100.04'
PIN ID:6719-01-06-2209 <S 8°-24'-17"W 237.60' 56.33' 17.34'
JOSHUA FLYNT HILL PIN ID:6709-02-96-9619 <S 8°-24'-32.W 192.34'
EX.ZONING:RA3 BRADLEY ALEXANDER PHILLIPS
DO 2470/PG 0315 PIN ID:6709-02-96-9947
EX.ZONING:RA3 I PIN ID:6709-02-97-9118 PIN ID:6719-01-07-2467
DB 2499/PG 1067 TIA ALISA LEONARD TIA ALISA LEONARD BART W.HILL
EX.ZONING:RA3 EX.ZONING:RA3 EX.ZONING:RA3
IDB 2353/PG 0576 DB 2223/PG 2004 DB 2448/PG 0526 PROJECT NO.:2022.22
SCALE: 1"=40'
I DRAWN BY:PAB
CHECKED BY:MSL
CURVE RADIUS CHORD BEARING& ARC DATE:OB/24/2022
DISTANCE LENGTH
1).CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ,79'9LS GRAPHIC SCALE
APPROPRIATE PARTIES AND ASSURING THAT EXISTING _ Cl 35.00' S29°-19'-52"W 26.84' 27.55' M.t5;96-°9S
CD UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. C2 50.00' S 2°-09'-27"W 76.29' 86.78'
2).CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES C3 50.00' S 78°-09'-30"E 51.89' 54.56' 40 0 80 40 0o 160
O USING FLAGMEN,ETC.,AS NECESSARY TO INSURE SAFETY - SHEET NO:
TO THE PUBLIC. _ C4 50.00' N 40°-40'-22"E 48.85' 51.04'
CL `� 3).ALL PAVEMENT CUTS CONCRETE OR ASPHALT ARE TO C5 50.00' N 13°-2fi'-38"W 42.06' 43.41'
V) \�i BE REPLACED ACCORDING TO STANDARDS OF THE NORTH C6 35.00' N 15,46'-05"W 26.84' 27.55'
CAROLINA DEPARTMENT OF TRANSPORTATION. (
N 4).SHORING WILL BE ACCORDING TO OSHA TRENCHING IN FEET ^ J .0
N Know what's below. STANDARDS PART 1926 SUBPART P,OR AS AMMENDED. 1 Inch= 40 YE. `C 1
C,, Call before you dig.

LEGEND NQ'°� �1 WE
TEMPORARY DIVERSION DITCH 5my 9c(PO LATHAA�I-6VALTERS
y . : cF yF ENGINEERING,INC.
STABILIZED CONSTRUCTION ENTRANCE ._•,•�•!,•'i, 4I, W pP°' 9Rp N.C.CORP.LIC.C-1816
\ � - LIMITS OF DISTURBED AREA lL h 9 16507-A NORTHCROSS DRIVE
\ \ I\ \ - - - ENT N CABBIE'S COVE LN �. HUNTERSVILLE,N.C.28078
/ 1 F CT m U S.R.3410
--PWLJD:6709-02-R6-7387 \ \ \ �- % ��- 1 SILT FENCE •• •• •• •• CRF O✓ W N T PHONE:[phone]
-JACKSOF_BERRI� - -- - - -_ \ \ ............ \ __ -- / \ / l ` FK Ci d p m p z
EX.ZONING:RA3 - - \
_DB 2546/PG 1393 THE MILL AT STON6CREEK\ \ \ \ / �, / SILT FENCE STONE OUTLET •• • •• W Tai_SOR W o
- -PHASE 2 -- \ --- \
EX.ZONING'RA3 \ \ \ \ �/ O
_ _ -�OIFBOOt�83/PAGE�21 \ \ ` \ - - /// / / N.
\ COIR MESH BAFFLES CM
_ \ \ \ \ \ \ / I CONCRETE WASHOUT IS SITE ` 0„,,‘,..,,,,,,,,�qR
I� \ ` N15°-29. \ \ \ _� \ - - - \ / I I I I gym] o'(N O
4os.4o' '430.13' \ - - \ I VICINITY MAP 0 OFE55/O•,'''
I \ \ ROCK CHECK DAM 41151.A A v _ A / I I N.T.S. SEAL f nr
/ SILT FENCE SKIMMER BASIN- \ - - - _ \ \ / / I I r..1. 7646��q
J I -- - \ I RIP-RAP OUTLET /"'- �
(TYP.) W/COIRMESH 73 =�`•, s/ Q�
za.73' \ ID:. I GENERAL NOTES: %TC F�cINEEp'(?c
BAFFLES(TYP.) - - PIN I :6709 R1 ES.128 I \ �p
E
\ ? 1.TOTAL SITE ACREAGE=t9.38 ACRES
X RAROPER ES,LLC , L $,
■■. . _= ' ��� ; ,� D423/PG Q099 I I EX.RIVER BASIN:YADKIN PEE-DEE
1 LATITUDE:35.93 LONGITUDE:-80.32
2
/ I �411 ■ ' - >\ \ \ I I I /
/ / I CSTREAM NAME LASSIFICATION:C
s+, �730 I + STREAM INDEX:12-961(1)CREEK
// .-• __rionisroom"....3-
/ �\ \/ 2 NZ4°-41" ) / / / / / / I ' 2.DISTURBED AREA=35.2 ACRES
9
• / /\ Y� \ - '395 f6, / / / / / 3.SEE SHEETS C3.0-C3.2 FOR EROSION CONTROL DETAILS.
/ / - _ _LIMITS O�DISTURBANCE / \\
/ \ (TYP) / \\ \ / / 4.THE PLAN MAYBARISUIREDF TEE THE POSED MASURESCONDITIONS.AN AUNIONAL
/ { It. / / �/ / /�' / \ I� / / fA-'
' / / AS INTENDED.
1.----------- BE REQUIRED IF THE PROPOSED MEASURES CAN NOT FUNCTION
J \ \ 7g RCY INVESTMENTS,
/ 11 /
\\ // / ��'_ \ \ _ - / ' /\T j / - -I3 / CONSTRUCTION SEQUENCE NOTES: LLC
/ /
. \vionowiLh, � / \ I 1A� �_� \ \ 4
�/ / / / \ / �/ / \ 1.RECEIVE APPROVALS FROM NCDEQ. 247 RUFF LEONARD ROAD
/ \ / TEMPORARY DIVERSION /y / LEXINGTON,NC 27295
/ �_ `� I r- -- / / \ \ \ / DITCH TYP. / / +� 3 2.NOTIFY NCDEQ REGIONAL OFFICE PRIOR TO BEGINNING LAND DISTURBINGPHONE:[phone]
( ) ACTIVITIES AND SCHEDULE PRE-CONSTRUCTION MEETING ON-SITE._�� /- I / I 7ao� / / / rickyou [e-mail]
/ \ �- / \ 3.INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS.
\ J / :. \ /\ \ \\ I I / I \� ••• ill••• ••�� � �.■ \ 3 I / 4.CLEAR&GRUB MINIMAL AREA REQUIRED FOR INSTALLATION OF
I, ♦`JF \ /r / EROSION CONTROL DEVICES.
/ ' �\ \ \ J
I 1 \\ / / / / - �/ \ 5.INSTALL PERIMETER SILT FENCING. �r•�
/ X I ' / / i . OZ101= I 6.INSTALL SKIMMER BASINSAND INSTALL COIR MESH BAFFLES AS SHOWN. `'J
ii \ 'A.,,,,
'N \\ --..\
\\ - \N IeP 1 / \ -I� T1 -{- - - -F / STABILIZED . mSKIMMER BASINS ASSHOWN.Y / 1 - 7.INSTALL DIVERSIONS TOS Sw
zJ n I ��- - O2 CONSTRUCTION ENTRANCE / Ca( \
N. `;^ / * \ q p �I- \ / /1 _ ® / / \ MEASURES ONCE INSTALLED.INSPECTION OF SEDIMENT AND EROSION CONTROL_ {\ /
1
/ IGl r A 3 m- 8.CALL THE INSPECTOR FOR
1
ti
A
p / //� � 11II��s°,,,- Q N
• I. N F` m/f� �750 �� ' I 9.UPON APPROVAL FROM INSPECTOR,BEGIN CLEARING AND GRUBBING SITE.
\ @ j I / J 9 9 I i_ I II -_ _L/ I , / ) r ; \ 10.COMMENCE GRADING OPERATIONS FOR LOTS AND PLACE ANY EXCESS DIRT Ii N
\ \ % IN STOCKPILE AREA SHOWN. J
\ \ - / �• \ \ N. / •-� \ ' / / / / / • I 11.ONCE GRADING ROUGH OPERATIONS ARE COMPLETE,SITE IS TO SEEDED z11
/ ,� �- ) / 10'P.U.E. I AND MULCHED PER SPECIFICATIONS.EROSION CONTROL MEASURES ARE
\ �' / • / ,(/ `� I -; / - - / = - - - - /- _/ - _ ff
TO BE REMAIN INTACT FOR HOME CONSTRUCTION. W Z
\ \ • r) 1/ \ / i I ' "� /80 Aia 1 _L _ 12.FINE GRADING AND HOME CONSTRUCTION SHALL THEN COMMENCE UPON O 0
//_ / �.O / /y INDIVIDUAL LOTS. BUILDER SHALL INSTALL SILT FENCE AND
_ / / •eL / CONSTRUCTION ENTRANCES AS PER DETAILS ON SHEETS C3.0 AND C3.1 11
PIN ID: 709-02-9fi-421 KDDDYYY / 1 1 I ♦FP I HACKAMORE TRAIL �$E3 t '1�.3 ii` < / AS NEEDED TO ENSURE NO OFFSITE SEDIMENTATION. L.I�
JOHNNYB NNIESTEWA _/ `�/ „_..--
EX. !�^-"' t•{�,.
Z ING:RA3 / ' I I 1��� 50'PUBLIC R/W •--�_ "'• -� °i / 13.LOTS SHALL BE STABILIZED PER SEEDING SCHEDULE UPON COMPLETION (-+ Z
DB OBB PG 1368 / �\ / I • I ►� �Y� \ / OF FINE GRADING AND HOME BUILDING.
IJJ 44), ` •
•�A - �_ 111r, _ _ _ , / 3 ��a\ / 14.EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL w
\ \ / / N. / / I� 10'P.U.E. 1 /QQ\..Cj // THE CONTRIBUTORY AREAS
REMOVAL.
STABILIZED AND NCDENR HAS AUTHORIZED J 0
.11
N.
I ♦ / / / ri�1� �� II rig W/ NN/ V Z
I �� / 8 \ 9 1 10 �,.� . F/\ / 0
/ / / _ / \0 0 / MAINTENANCE PLAN: Gam/
rI
1.ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE `
\ \ / '� , © �/ �� \ \ I / 11 / 1 v ' g// //x \ ` EVERY SEVEN CALENDAR DAYS AND AFTER ANV STORM EVENT OF GREATER OCO
\ / / ,_ / / 1 OI I \ \I \ / ! / / / \ THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD.ALL J
\ \ / / / / I I ] �(' I \ / y . SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL ,J
/ X / ct
/ / r- �1I/ . / STABILIZATION HAS BEEN OBTAINED. C� 0
\ / / \ \ 1 / - --- 2.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN C z
I 1 1 - . I
I / I PORTIONS OF THE SITE WHERE CONTRUCTION ACTIVITIES HAVE
lb.
N // ` TEMPORARILY OR PERMANENTLY CEASED,IN ACCORDANCE WITH SEEDING
i \ I1` T �y l lr���i�t - _ - w W
\ \\ �/ / / I ' ' / /I I .M 1... . . ...^.. I • / / / SCHEDULE ON DETAIL SHT.C3.0
\ / __ T\ r CONCRETE WASHOUT/ 3.SEDIMENT IS TO BE REMOVED FROM THE TRAPS,BASINS,AND DAMS WHEN L
�/ ■ i I
/ STORAGE CAPACITY REACHES 50%.GRAVEL IS TO BE CLEANED AND/OR r
3 \ f / / / ■■ •••••T \ ` I // I I (TYP.) / REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
\ »!!" / / 1 L LIMITS OF DIS URBANCE I APPROX.LOCATION OF / / 4.SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES
\ I - (TYP.) PROPOSE.BLDG PAD(TYP.) A / / APPROXIMATELY 0.5'DEEP AT THE FENCE.THE SILT FENCE WILL BE REPAIRED REVISIONS
I\ \ / / / I I / II / I I I / AS NECESSARY TO MAINTAIN A BARRIER.
\ / / I I II / / / � I \ 5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING
/ ( d ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL
/ / / I I / / I ,� gi
/ \ CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
\ / / // I I J / _------
../
/ \ I ^ / V m / RING
CONSTRUCTION IN ORDER TLIZED.ADDITIONAL OO CONTROL NTROL IEROSION AND/OR OFF SICES MAY BE REQUIRED TE
/ I _-I \ / . SEDIMENTATION.ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED
_ ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
278.36' / 59.21' 56.15' / / -\ \ 6.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE
<S 23'-45"W 337.57' -----/ 100.04' 81 41' I \ TRACKING OF MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS.
2209 18.83'
PIN ID: 19-01-Ofi- / / <S 8°- 17"W 237.60' 100.04 .33• 17.34' / / \ THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT,AS MAY
PIN 6709-02-96-9619 / <S 8°-24'-32"W 192,1' BE REQUIRED.
J EXHZONI G:RA3 HILL 1i / / \ / / \ -
BRADLEALEXANDER PHILLI PIN ID:6709-02-96-9947 / I 9118 1 PIN ID:6719-0/1-07-2467
\ DB 2470/PG 3Q 15 / TIA ALISA LEONARD I ) /
/EX.ZONING:RA3 /
PIN ID:6709-0-97-
DB 2499/PG 1087/ / ----/
TIA ALISA LE HARD BART Yy HILL
\ DB ZONING:RA3 / EX.ZONIN :RA3 EX.ZONING:RA3
/ DB 2353/PG 0576 / DB 2223/P 2004 DB 2448/PG 0526 /
/ / - I I I NOTE: LOTS WILL NOT BE GRADED.
/
/
/
V / /
PROJECT NO.:2022.22
/ / // / \../.......
\ / // 7 // / // I/ I I / SCALE: 1"=40'
/ / / \ I I I / DRAWN BY:PAB
/ I/
l / / // // //
/ I
V / ) / CHECKED BY:MSL
1).CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
// / \I I // / / / / DATE:OB/24/2022
O, APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GRAPHIC SCALE
USING FLAGMEN,ETC.,AS NECESSARY TO INSURE SAFETY SHEET NO:
O TO THE PUBLIC. 40 U 20 4s 00 160
CD W ``.P" 3).ALL PAVEMENT CUTS CONCRETE OR ASPHALT ARE TO -
\ BE REPLACED ACCORDING TO STANDARDS OF THE NORTH II 11
I CAROLINA DEPARTMENT OF TRANSPORTATION. \J
N4).SHORING WILL BE ACCORDING TO OSHA TRENCHING L •0
N Know what's below. STANDARDS PART 1926 SUBPART P,OR AS AMMENDED. ( IN FEET
CC\III Call before you dig. >.inch= 40 rr.

SEEDBED PREPARATION NOTES
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO
LWE
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3"DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED LATFIAM-WALTERS
PREPARED DEPTH SHALL BE 4"TO 6"DEEP. IF SOILS ARE L=THE DISTANCE SUCH THAT POINTS
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6"TO 8". A&B ARE OF EQUAL ELEVATION ENGINEERING,INC.
3. LOOSE ROCKS,ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT N.C.CORP.LIC.C-1815
AND MAINTENANCE OF VEGETATION. A B MATERIAL FROM
4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS //„///////,/A /�\ L DITCH EXCAVATION 16507-A NORTHCROSS DRIVE
\,,,A, HUNTERSVILLE,N.C.28078
WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT \A\�\��\,�\��/v/vv /
APPLYKNOW UMESTONEME ACCORDING TO AND NCORPORATESINTONG TOP SPECIFICATIONS 6" F SOIL. //\//\//�/•�/` /\\\����i,\\\\\T,', GROUND LINE - PHONE:[phone]
5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF -\\ />>.// /
NO SOIL TEST HAS BEEN PERFORMED,APPLY FERTIUZER ACCORDING •
TO SEEDING SPECIFICATIONS BELOW. - \ '' ' '-/!6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICAPON. GROOVE OR IN
FURROW SLOPES STEEPER THAN 3:1.
7. SEE TABLE BELOW FOR STABIUZAPON TIMEFRAMES FOR VARIOUS , 2�
DISTURBED CONDITIONS. f��o�4... -g® CLASS B STONE 1'-2"BASE 11II1
Ow�.;�v�;�Sp 9"MIN. ® y�iift[�`•• NOTE SEED TEMPORARY DIVERSIONS IMMEDIATELY AFTER CONSTRUCTION. a CA 1
PERMANENT SEEDING SPECIFICATIONS_8 ��..'�..'�I W'Nk¢ .Y t.�zitt0,1-. A`A�Y\ ROU''%�
��������, ¢�gw :ii✓�JAVAAJ'�}i�� ��\OQ..�FES Sip�:A
LOW MAINTENANCE AREAS TEMPORARY SEEDING SPECIFICATIONS-� G�����r .q�m-,.-4. ..,-,. FLAW TEMPORARY DIVERSION DITCH DETAIL 's'""'
STEEP SLOPES OR STONY,SHALLOW OR DRY SOILS ♦���� '• � !• } N.T.S. • SEAL T -
DATES TYPE RATE DATES TYPE RATE AMENDMENTS CLASS B ST. .�• 4'TO 6't = 17646 ems`
JAN.1--MAY 1 RYE(GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND �� TYPICAL LONGITUDINAL SECTION ''("(., NNE••:•(
AUG.25-SEPT.15 TALL FESCUE 100 LB/ACRE zzz,c �p'‘``�
FEB.15-MAR.21 ANNUAL LESPEDEZA 50 LB/ACRE AGRICULTURAL UME- A L L S.
FEB.15-MAR.21 KOBE LESPEDEZA 40 LB/ACRE OR KOBE STONE AND 750 LB/ 1IIII
1
GENTLE SLOPES,AVERAGE SOILS ACRE OF 10-10-10 � CHECK DAM
FERTIUZER i,5'MIN.
DATES TYPE RATE AMENDMENTS CLASS B STO-
DATES TYPE RATE L50METRIC VIEW --. ` .♦_-
MAY 1 -AUG. 15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND �
AUG.25-SEPT.15 TALL FESCUE 80 LB/ACRE AGRICULTURAL UME- NO7E5: 1111111
♦•
FEB.15-MAR.21 KOBE LESPEDEZA 30 LB/ACRE STONAND 50 LB/
ACREEOF 10-10 10 1.7YPICAL CROSS SECTION MAY ALSO BE USED IN OTHER DITCH SHAPES. '�INNINN�010
FERTIUZER ,.;;,';'';: FILTER CLOTH STEEL POSTS ONLY
HIGH MAINTENANCE AREAS DATES TYPE RATE AMENDMENTS 2.7HE CLASS OF STONE SHALL BE AS DIRECTED BY THE ENGINEER, .��'.��1 I
EXCEPT WHERE SHOWN IN THE PLANS. ���1 2 FILTER FABRIC OR COIR MESH
AUG.15- -DEC.30 RYE(GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND 1 (SEE NOTES BELOW)
GENTLE SLOPES,SOILS WITH AVERAGE OR BETTER MOISTURE,COOL STIES AGRICULTURAL UME- TYPICAL CROSS SECTION g BACK-FILL TRENCH W/ RCY INVESTMENTS,
STONE AND 1000 LB/ACRE OF 10-10-10 _ COMPACTED SOIL
DATES TYPE RATE FERTIUZER SOpE LLC
AUG.25-SEPT.15 BLEND OF TWO TURF-TYPE 200-250 LB/ACRE ROCK CHECK DAM DETAIL Fy
TALL FESCUES(90%)AND
TWO OR MORE KENTUCKY MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. N.T.S. 247 RUFF LEONARD ROAD
BLUEGRASS VARIETIES(10%) STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH LEXINGTON,NC 27295
ANCHORING TOOL. PHONE:[phone]
GRADED SLOPES AND FILLS-THE ANGLE FOR GRADED SLOPES AND FILLS ANCHOR SKIRT 4"MINIMUM [e-mail]
GENTLE SLOPES,DRIER SOILS,PHYSICAL LIMITATIONS Y
SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
DATES TYPE RATE STRUCTURES.
AUG.25-SEPT. 15 BLEND OF 50%KY-31 TALL 200-250 LB/ACRE
FESCUE AND 50%MIXTURE
OF TWO OR MORE TURF TYPE ISILT FENCE
TALL FESCUES CONO.57 WASHED STONE
SPACING GUIDE FOR SLOPE BREAKS I h1'-6"MIN. W Cr)
GRASS-LINED CHANNELS,AVERAGE SOILS SLOPE SPACING(FT.) '2,,,,,,,,y CLASS B STONE
STEEP SLOPES 21 20' �11..... (/) L() J/
DATES TYPE RATE 3:1 35' 1 N �T
AUG.25-OCT. TALL FESCUE 200 LB/ACRE OR 4.1 __ 8standard strength fabric with f \
4-5 LB/1000 SF LONG SLOPES 15-25X 50' r
10-15% ea' • ���������1���� ���� 6 t strength fabric without fence
N H
- i ,aN�•ANC suT_E_cE 'A / W
6-10X 725' µ; UJ
GRASS-LINED CHANNELS.DRY SOILS 3-BX 200' CROSS SECTION RB:RI:•`•6 WOVEN FILTER FABRIC ���000�!�i•����®�Oeee ���0�®�Oeee J�OOeSS Ge•OC'Y••gyp, I
��`:...... :f•::::•y'••.':':::.• OR COIR MESH
���•��eOOis0ee00®�B•••%:%:O�®�0••%:%:O®0��:%:%:J%:.:%:%:%:J:•%.:%:%:J::flOee�ee,IO V Z<3A 300' ••• r•50•••••• se♦ eel♦ ee e5e0♦
DATES TYPE RATE PER NCBENR NCESCM CHAPTER BM,TAB.s.oza •TOP VIEW•• (SEE NOTES BELOW) ::0�®0®e0e00���®e0ee�ee0®d000O0e�00i1 000j0000e;0e,00�00�je%����00���������%��������%����������%����%gip s�O0e0O�0®®0®�
APRIL 15-JUNE 30 COMMON BERMUDA GRASS 40-80 LB ACRE OR 'e��®090eX4 ®0®eee4%44®%:%%:d:®®eee%4444.*e�ee�%4444444 Oee�S%44:4**:0,-a*ee�e®0®4,� W Z J
/ .•9,e�s00�/�®O®Oie4ve �,�eepe,$%4veeee0®OeeSy4y4ve0®�,.•.ee�g4®9®Ss®O®O®0®e,/�s®®®eeees'r
1 -2 L3/1000 SF 2' "••••••••• •, •••%••e••••••••,••••ee•ee•••••••••eeeeee••• %•%%•e•ee•
0®®®®®®® 1 W O
AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND TEMPORARY SEEDING MAINTENANCE: RESEED AND MULCH ALL AREAS - 4i V• e 6.A w A 1 w i!C'2$: say '", i...43..7.. �Ii", /� F- 0
AGRICULTURAL UMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTIUZER. WHERE SEEDUNG EMERGENCE IS POOR,OR WHERE EROSION OCCURS. :: <il .. ..4L... ..-.,,+ ....-5-....v ,.J- J4 Tb:n �h G.� _l _.� I..V rT1
DRY SOIL,GRASS-LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. W,� TT v Et
AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER. PERMANENT SEEDING MAINTENANCE:GRASS MUST BE MOWN TO ��� `�® - III Ill II � II I IIIIIII L I� � yLJT�-Tu�� III I��IIIEll II II Z_
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW. O�O® XP ®� -III-III S I I I=I I I=I I I=III=III=III=I I I=III=III=III-II,LI ILIII-III-III SII III III -
ASTR W SHALOBE ANCHORED OED BYC OR OR MATTING SHALLBE USED IN GRASS REDUCE COMPETITIVENESS WITH PERMANENT OR LONG TERM wOVEry nLTER FABRIC •,�® / �� _ W
VEGETATION. RE-SEEDING SHALL BE PROVIDED AS NEEDED TO i,L•�•O� III- III-III-III-III-III- -III-III-III- -III-III- -I� ' J
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH. ENSURE ADEQUATE GROUND-COVER. X OJPO® ` 3 �2 � vAA®®e®OQ _s- 11-IT- -T, III =III-ITT -1II III III= III III-I11 I-1-1 L
BB.I__ III-III -Iljj III Ili d O J 0
YAI.I II II 11�1�1 / s ��,.
1 n li n II II-II II II II11: n n N'
STABILIZATION TIMEFRAMES II II• II II II 11 II�I�I III• II .II ' `
II.11#11IL1..16 11=11=1L=11=111,MIO/IIFII 1I.1 Q `J
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS IITaIITaIL.�I 1�1=11=11.=IL�I�I=/IL,.II-II.
® PERIMETER DIKES SWALES DITCHES AND SLOPES 7 DAYS NONE ry Fa11., -. ,,.II .II=II=II0i=L=1 II1 ll
OI HIGH OUAUTY WATER(HOW)ZONES 7 DAYS NONE ! H i- Z
p SLOPES STEEPER THAN 3:7 7 DAYS IF SLOPES
ARE
2 1'OR
LESS 4 D IN
AR ALTH AND ARE NOT FRONT VIEW
STEEPER SLOPES 3:7 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH 0
ALL OTHER AREAS WITH SLOPES FLITTER THAN 4:7 74 DAYS NON&EXCEPT FOR PERIMETERS AND HOW ZONES GENERAL NOTES; -IO
SILT FENCE STONE OUTLET -I CO
0
1.CANSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC
SEEDING SCHEDULE&NOTES N T S. FILTER FABRICS.(REFER TO TABLE 6.62b IN THE NC EROSION CONTROL DESIGN MANUAL FOR
MATERIAL PROPERTY REQUIREMENTS.) 5 Z
2.ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES L �j 1
ABOVE THE GROUND SURFACE. W
3.COIR MESH SHALL BE USED IN LIEU OF WOVEN FILTER FABRIC FOR W
INSTALLATION OF BAFFLES INSIDE BASINS AND TRAPS.
4.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE I-
50' PUBLIC NOTE: BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER
MINIMUM STREET CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
•e oroi-� 5.SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO
L 15" CONCRETE OR CMP CULVERTS SHALL THE UPSLOPE SIDE OF THE POSTS.EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF REVISIONS
THE TRENCH. FASTEN THE WIRE REINFORCEMENT,THEN FABRIC ON THE UPSLOPE SIDE OF
6"MINIMUM THICKNESS BE USED AS NEEDED FOR DITCH CROSSINGS. THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH.
EXISTING FILTER FABRIC UNDER STONE NOTES: 6.WHEN A WIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A MAXIMUM OF 8 FEET APART.
K
GROUND SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
1. PROVIDE 6"MINIMUM 7.EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE
50' STONE DEPTH MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
/ MINIMUM 15"CMP TEMP.CUL PERT PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
•."O•�O•.•O•.•O•.•O"O•�O"O�•O 2. USE J/5 WASHED 8.EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG
'-'0`-'0‘-'0`-'0`-'0`-'0`-'0`-'0`-'0 FOR DIVERSION DITCHE STONE AND THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.(SEE DETAIL)
TZ PUBLIC ♦ ♦ ♦ RAILROAD BALLAST
MINI, 000000000000000000 STREET AS NEEDED ♦ ♦ ♦ MIX 9.PLACE 12'OF FABRIC ALONG THE BOTTOM AND SIDE OF TRENCH.
/ 0,.,0,�0,.,O,.,0,_,0,�0,�0,_,O,., ♦ ♦ ♦ 10.BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
3. INSTALL SOIL THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
1 8, STABILIZATION FABRIC
DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
FABRIC OR 4"
GENERAL NOTES: COMPACTED ABC
A STABILIZED PAD OF STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR STONE UNDER
LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET ENTRANCE
4. ANY AGGREGATE
STONE SHALL BE 2"to 3"COARSE AGGREGATE 00
7RACXEO INTO THE
ROADWAY MUST BE
SWEPT BACK ONS/TE PROJECT NO.:2022.22
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWEING MAINTENANCE NOTES:
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP ON A N/GHRY -
DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF SILT FENCE CURB BASIS 1.FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY SCALE:N.T.S.
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
ANY MEASURES USED TO TRAP SEDIMENT &GUTTER -
5. MINIMUM LENGTH OF RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DRAWN BY:PAB
CD ENTRANCE=25' ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
5 ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED 2.SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
14 CHECKED BY:MSL
IMMEDIATELY. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY"THE _
FABRIC SHALL BE REPLACED PROMPTLY.
if) 16 DATE:OB/242022
WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC 3.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT
Q STREET WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED 0* FENCE SHOULD BE REPLACED.THEY MUST BE REMOVED WHEN DEPOSITS REACH
I- STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. APPROX.HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
w PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
0 FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL. TO THE EXISTING GRADE,PREPARED AND SEEDED.
SHEET NO:
C)
Li STABILIZED CONSTRUCTION ENTRANCE/EXIT CONSTRUCTION ENTRANCE
I N.T.D. SINGLE FAMILY LOT SILT FENCE DETAIL
N 3 .0
N
N
N

(WIDTH
cnr,i10 r)unn r 2.0' SPILLWAY
SKIMMER ROPE ATTACHED g
SEE SKIMMER DETNL BELOW TRASH GUARD L 1
RISER CREST 1_ rag O awn I I ...... L>
ffi.::,
ELEV.729.E I II-11= -I=IIm EMBANKMENT STABILIZED
II-TI- ➢ I
SELECTED ELL 11 1111
111 11 WITH VEGETATION LATHAM-WALTERS
PLACED IN LAYERS II 11r,
1=., I J= za SLOPE MAX. STRAW BALE BARRIER CONCRETE WASHOUT
II II=. AND COMPACTED
�I 11 ENGINEERING,INC.
mg, I
SUMP AREA RISER INVERT p_1 II II„ 1L�IItil ILL II
UNDER SKIMMER ELEV.728.5 ° w°CIAP BARREL END N 1W1. y-P• TnPJ N.C.CORP.LTC.C-1815
111®�On n" �� '11=n Mange ELEV.726.0x 16507-A NORTHCROSS. DRIVE
B.an=_11 n 46•A•4' n-Ilan n=B - .�_ B e mm e B HPHONE:(704)N.C. 484
4"PVC CONNECTOR TO RISER ' Alm-SEEP COLLAR RIP RAP APRON8078
PHONE:[phone]
5.5'x5.5'x6" AT OUTLET
34'f
36"CMP RISER FOR PRINCIPLE SPILLWAY STAPLES 9e"DIA.4"STAPLE BINDING WIRE
(EMBED INTO CONCRETE BASE) CUT-OFF TRENCH p //_
2'DEEP,3'BOTTOM ID _ (2 PER BALE) /PIPE a /h'lP-RAP ON m
2:1 SIDE SLOPES MIN MIf� FILTER FABRIC
CONCRETE ANTI-FLOATATION II�I. MIA
PAD CONNECTED TO RISER SECTION THROUGH EMBANKMENT - �I. SIN
(L=5.5'W=5.5't=12") STRAW BALE 1 1 1111NU
SKIMMER RISER BASIN mmm� I WOOD OR ,cN CARD
NAME MA -L METAL STAKES E5$/
NOTES: N.T.S. (4Mmw' (2 PER BALE) I
`��p�•oF 0 p°
1.LOCATE THE SEDIMENT INLETS TO THE BASIN THE GREATEST DISTANCE FROM THE PRINCIPLE SPILLWAY. lad MR)sTITAw aAc SECTION n-n _ ° -
2.ALLOW THE MAXIMUM REASONABLE DETENTION PERIOD BEFORE THE BASIN IS COMPLETELY DEWATERED-APPROX.8 HOURS. �pE. C y SEAL 7 _
3. REDUCE THE INFLOW VELOCITY AND DIVERT ALL SEDIMENT-FREE RUNNOFF WHERE POSSIBLE. WNW STRAW BALES = 1764E
g•Ee e/2A 3Q
DRAINAGE BASIN TOP FUR WEIR BOTTOM OUTLET WEIR 4"PVC '?°°°6ACINEEp°` �`
BASIN AREA 010 SURFACE AREA SURFACE AREA VOLUME VOLUME SIZE �' ('°°e......°•°O'�.`
NUMBER (AC.) (CFS) REQUIRED S.F. PROVIDED REQUIRED PRONGED L x W ELEV. ELEV ELEV. ELEV. LENGTH LENGTH 1. ACTUAL LAYOUT DETERMINED IN FIELD. 6. SILT FENCE SHALL BE INSTALLED AROUND '''ASF V.P.`s
LETTERS A MINIMUM " <L S.
1 13.9 36.3 15781 16402 9360 30673 88 x 778 732 730 728 726.5 10 10 PERIMETER OF CONCRETE WASHOUT AREA A B C THICKNESS RIP-RAP NNU
OF 5"IN HEIGHT 2 INSTALL CONCRETE WASHOUT SIGN(24a'24; EXCEPT FOR THE SIDE UTILIZED FOR FES# PIPE/SIZE
MINIMUM)WITHIN 30'OF THE TEMPORARY ACCESSING THE WASHOUT. (ft) (ft) (ft) (in) CLASS
CONCRET CONCRETE WASHOUT FACILITY. 7 A ROCK CONSTRUCTION ENTRANCE MAY BE CULVERT#1 36" 6.0 23.0 20' 21" B
ROPE ATTACHED I I WASHOUT I I 3. TEMPORARY WASHOUT AREA MUST BE AT LEAST NECESSARY ALONG ONE SIDE OF THE
50'FROM A STORM DRAIN.CREEK BANK OR WASHOUT TO PROVIDE VEHICLE ACCESS.
NOTE ON SPILLWAY PLACEMENT WHENEVER POSSIBLE, PLACE THE SPILLWAY AROUND ONE END OF THE DAM PERIMETER CONTROL.
INSTEAD OF IN THE FILL FOR THE DAM TO MINIMIZE THE CHANCE OF FAILURE. CARE MUST BE TAKEN WHEN 4. CLEAN OUT CONCRETE WASHOUT AREA WHEN IL
THE SPILLWAY IS IN FILL TO FOLLOW THE INSTALLATION INSTRUCTIONS AND KEEP OUTFLOW ON THE FABRIC I I RIP-RAP OUTLET DETA
50X FULL.
LINING AND OFF THE ERODIBLE FILL.
NIL
S.
SOME SEDIMENT BASIN REQUIREMENTS MAY CONFLICT WITH PERMANENT DETENTION BASIN STANDARDS;IF THIS IS THE coN,,,,WgsRIXTT SIGN DgTATL 5. THE KEY TO FUNCTIONAL CONCRETE WASHOUTS
CASE, THE FEATURES NEEDED TO CREATE AN EFFECTIVE SEDIMENT BASIN MUST BE PROVIDED DURING CONSTRUCTION. IS WEEKLY R CLEAN O ROUTINE MAINTENANCE, CONCRETE WASHOUT
AT THE END OF THE CONSTRUCTION(WHEN THE DRAINAGE ARE 15 SUCCESSFULLY STABILIZED) THE BASIN IS CONVERTED TO AND REGULAR CLEAN OUT. STRAW BALES OR ABOVE GROUND
THE PERMANENT CONFIGURATION. RCY INVESTMENTS,
NOT TO SCALE
LLC
SKIMMER BASIN COMPONENTS-PLAN VIEW
NTS
247 RUFF LEONARD ROAD
LEXINGTON,NC 27295
PHONE:[phone]
MAIN TEN AN CE: [e-mail]
RE RT ERING OE EN(PIPE AT ACHED 1. INSPECT SKIMMER BASIN AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAIN EVENT aIN.OR GREATER).
DESIGNED OR END DBY EN
GINEER ER AS RTOPSKIMMERHED
2. REMOVE SEDIMENT WHEN ACCUMULATION REACHES HALF THE HEIGHT OF THE FIRST BAFFLE.
SKIMMER UNDER SKMMERDAVATEO 3. REPAIR BAFFLES IF DAMAGED.RE-ANCHOR BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND.
4. REMOVE ANY OBSTRUCTIONS FROM SKIMMER,SKIMMER ARM,AND BARREL.
._,� EMBANKMENT 5. REMOVE ALL TRASH AND OTHER DEBRIS FROM SKIMMER AND POOL AREAS. oR suRTACE COO FORK BASIN l-/ /T
FABRIC-LINES or suRTACE AREA SILT FENCE SILT FENCE 'l�
In
SPILLWAY SEE lingr
`P�� GENERAL NOTES: vJ
\44 SILT FENCE N
_`, QT�DRRACE R1. DRIVE 5'STEEL POST AT LEAST 24"BAFF MESH M/ N III INTO STAPOLIDLES
GROUND. C N H
BAFFLES:
ORE W !�( 11 2. USE STAPLES 1'APART HORIZONTLLY
DETAILS FOR I ALTERNATING/ 1 Ill IPT II X AND VERTICALLY TO ATTACH THE c
E 1�1 1 I=I FILTER FABRIC TO THE WIRE FENCE.
II r l�1 IIII ° IP I/ I U UJ
I� wE Fes^ 11I��Ilo II 0 �E Off• 4'_ 1 3.SPACE THE BAFFLES ACCORDING TO 5 . Z Q
M i 1//,"� I1j'lli 7 x 1HE APPROVED PLAN. yIP § 9 § 3 y
INFLOW FROM SmES 11 1� 1i�j I1i1 '•• PROPOSED HOUSE ROPOSED HOUSE PROPOSED HOUSEPROPOSED HOUSE 1 1 1 J
•IORa D TS Rv�E 4'I�,QOI lei'D= I 4. THE FLOOR OF THE BASIN IN THE FOOTPRINT FOOTPRINT FOOTPRINT FOOTPRINT W Z
PREVENT"SHORT Die ;11 I/I OUTLET ZONE AND BERMS SHOULD
r CIRCUITING' 1 ,1I ^
p=o = "4F BE SEEDED IMMEDIATELLY AFTER I// \\
Al�pl;,� THE BASIN IS CONSTRUCTED. „ „ „ U V N 1- O
LARGE PP£R END OF M l / /• x L� ITF, f/
STORAGE PRATO.IN l `J IL yL
BASIN EXCAVATION TO /
FORM BASIN r gO
/ UTC�-D .....
-I _- CONSTRUCTIONENTRANCE CONSIRUCTIONENTRANCE CONSTRULZTONENTRANCE wZ
I Ob Z4'-0"MAX.SPACING \ \\\
H SILT FENCE PAVED STREET CONSTRUCTION ENTRANCE PAVED STREET PAVED STREET J
LENGTH TO SLOTH RATIO X PAVED STREET O J 0
TWIG£AS LONG AS WIDE {� TPICAL X�_X/ U
INFLOW INTO UPPER UNLESS A V-SHAPED ( ) TYPICAL LOT TYPICAL LOT TYPICAL LOT TYPICAL LOT
END OF BASIN BOTTOM IS CREATED IN A B C D cn
SMALL BASINS.SEE
INSTRUCTIONS.
1
NOTE ON SPILLWAY PLACEMENT WHENEVER POSSIBLE,PLACE THE SPEDWAY AROUND ONE END OF THE DAM S SARIS POST I H H Z
TAKEN
THEINSTEAD
AY IS I IN FILL TO FOLLOW THE INSTALLATION INSTRUCTIONS AND KEEP OUTFLOW ONE FILL FOR PIE DAM TO MINIMIZE THE CHANGE OF FAILURE. CARE AIUSTEPIE FABRIC£N 11 0
LINING AND OFF THE ERODIBLE nu. Flow,� INDIVIDUAL LOT EROSION CONTROL PLAN Q
SOME SEDIMENT BASIN REQUIREMENTS MAY CONFLICT WITH PERMANENT DETENTION BASIN STANDARDS;IF THIS IS THE n N.T.S. J O
ATSTHETHE FEATURES NEEDED TO CREATE AN EFFECTIVE SEDIMENT END Of THE CONSTRUCTION(WHEN THE DRAINAGE ARE IS B SUCCESSFULLSIN MUST Y£STABILIZED)PROVIDED DTENBASIN NS CONVERTED TO STRUCTOR (I) CO
...FILL
w ND COR CO ACT
(-
THE PERMANENT CONFIGURATION.
O
SKIMMER BASIN COMPONENTS-PLAN VIEW UPI III n/
N.T.S. lit-I Ilk~ 1 ry LL
BAFFLE INSTALLATION DETAIL VENT \ = W
SKIMMER BASIN DETAIL N.r.5.
N.T.S. STRAPS SUSPENDING INLET
FLOAT ,, �td�� REVISIONS
4"OUTLET END '�
CONNECTED TO T
RISER OR PIPE -,l��N:Y 7
THROUGH EMBANKMENT �- . 14 =�
A� ���
INLET SCREEN/DOOR
W/ORIFICE INSIDE(0)
STRAW&NET OR PERMANENT LINER
INSTALLED PER MANUFACTURER ARM ASSEMBLY L- INLET EXTENSION(c)
(SEE TABLE FOR PRODUCT) -
(BARREL PIPE OR ARM"
.� ����� A)
'C ENCLOSURE
'' : FLEX HOSE(A)
LL \ \� \\ A TER ENTRY UNIT
I O 1 % �/�' PERSPECTIVE VIEW
ti 3 '�%� /may DITCH STREET STA PON
aE �o ,,� PERMANENT LINER TEMP. LINER
W O 0- 2/3 /A� PVC END PVC VENT SCHEDULE 40 _
L"�` �r 1 HACKAMORE TRL. 0+00 TO 1+85, LT. GRASS STRAW/NET CAP PVC ELBOW PIPE PVC PIPE
- / � / - , PROJECT NO.:2022.22
��� \ 2 HACKAMORE TRL. 0+00 TO 1+85, RT. GRASS STRAW/NET �m�I IRmo� WATER SURFACE �ME� - -3 HACKAMORE TEL 1+85 TO 4+86, LT. GRASS SYNETHIC MAT ' Imommu1o� �����' SCALE:N.T.S.
V //A - - •IIEal1e1ERS1• PVC END CAP - -
CD \�� 4 HACKAMORE 7RL. 1+85 TO 4+86, RT. GRASS STRAW/NET SCHEDULE 40 Vr.
BASIN I SKIMMER A B C D DRAWN BY:PAB
5 HACKAMORE 7RL. 4+85 TO END, LT. GRASS STRAW/NET PVC HOLD PVC PIPE SIZE FLEX PVC INLET ORIFICE GRASSARM EXT. SIZE CHECKED BY:MSL
-0 V-DITCH DETAIL (TYPICAL) - - PVC TEE 1/2'HOLES ORIFICE 1
6 HACKAMORE TRL. 4+85 TO END, RT. GRASS STRAW/NET IN UNDERSIDE PLATE DATE 08/24/2022
NOTE:ALL DITCHES MUST BE STABILIZED PRIOR PVC TEE
TO ACCEPTANCE INTO THE STATE ROAD SYSTEM. - FLEXIBLE HOSE
0 *SYNTHETIC MAT LINER TO HAVE MIN. SHEAR STRESS=2.00 PSF. W !111�������� BOTTOM SURFACE
DITCH DETAILS SHEET NO:
CD N.T.S. END VIEW FRONT VIEW
W
C3 . 1
N
N FAIRCLOTH SKIMMER
CV N.T.S.
N

L,WE
PART II,SECTION G,ITEM(4) LATHAM-WALTERS
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT ENGINEERING,INC.
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 dose out unless this is infeasible.The circumstances in which it is not
N.C.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:
(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 norbsurface withdrawal shall not commence until the E&SC plan authority has approved these items, 16507-A NORTHCROSS DRIVE
(b) The non-surface withdrawal has been reported as en anticipated bypass in accordance with Part Ill,Section C,Item(2)(c)and(d)of this permit, HUNTERSVILLE,N.C.28078
(0) Dewatering discharges are treated wkh controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include property sited,designed and maintained dewatering tanks,weir tanks,and fikration systems, PHONE:[phone]
(d) Vegetated,upland areas opine sites ore properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above.
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and
(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.
PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING o,,tilHito,,,,,
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C.REPORTING ‘ss'ck‘..... .'',,
Self-inspections are required during nomml business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported4Essi• "-,
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 Permittees shall report the following occurrences: 11 Jc!..ii j s
personnel to be in jeopardy,the inspection may be delayed until Inc next business day on 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.M addition,when a storm event of equal to or gar- SEAL I' S
following items pertaining to the E&SC plan shM1 be kept on It e and avallabb for inspection at (b) Oil spills if:
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be
MI times during normal business hours. ...-. , 1764Q,,,,:z.,-,
performed upon the commencement of the next business day.Any time when inspections • They are 25 gallons or more,
were delayed shall be noted in the Inspection Record. • They are less than 25 gallons but cannot be cleaned up within 24 hours, .,1..• 0/24PW11'1 S'-'1"
-....",:',..,,e4, t85./•2‘,...F."
Inspect Frequency Inspection records must include: Ram to Document Document Requirements • They cause sheen on surface waters(regardless of volume),or ''('•<,i....ill.•••t,•S,
(during normal /, - ,‘‘'s
business hours) Initial a.dam ea.ESSC measure on a copy of • Thywithin
100 feet of su rface waters(regardless of volume).
IL S \--
'''Ei
(1)Rain gauge Daily Deity rairfoil amounts. the approved E8Sc plan fir crimple.date and (C) Releases of hazardous substances in excess of reportable quantfties under SeCtion 311 ntritittI,‘
mainmined in If no daily rain gauge observations are made during weekend (a)Each ESSC manure has been insbIled a. . .
p cif n pod.t I Is ach E&SC of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
good working on holiday peri.s,or.no indigdual-day rainfall information does not significantly deviate from the 10CatiOnS, •""'',,n•••',,,,• i'd11:sc, y„. (RI 40 CFR 302.4)or G.S.143-215.85.
is evoke., record the cumulative rain measurement for dimensions and relative devations shown on the me..re'''''''5'n 1'ai'i11.1:°s' ? '' 1'
order documentation is required upon the initial those unattended days(this Mir determine if a site approved E&SC plan. (d) Anticipated bypasses and unanticipated bypasses.
inspection is needed).boys on which no roinfall occurred ins.11ation of the E&SC measures are modified
shall be recorded as TEero.f The permittee rnoy use another after initial installation. (e) Noncompliance with the conditions of this permit that may endanger heafth or the
rain-monitoring device approved by.e Division. environment.
Os)A phase of grading has been completed. Initial a.dMe a copy of Me approved E&SC plan
. . 2.Reporting Timeframes and Other Requirements
(2)E&SC At least once per 7 1.Identification of Me measures inspected or complete,date a.sign an inspeceon report to
Measures calendar days and 2.D.and Time of the inspection indicate completion of the construction phase. After a permittee becomes aware of an occurrence that must be reported,he shall contact the
wffitin 24 hours of 3.Name of the person performing the Inspection - appropriate Division regional office within the timeframes and In accordance wkh the other
rain event 21.0 4.Indication of whether the measures were operating properly (c)Ground cover is boated and Installed In Initial and date a copy of the approved E&SC plan requirements listed below.Occurrences outside normal business hours may also be reported
accordance with the approved E&SC plan. or complete,date and sign an Inspection report to
inch in 24 hours. 5.Description of maintenance needs for the measure to the Departments Environmental Emergency Center personnel at(BOO)858-0368.
ith d d
6.Description,Evidence,and date of corrective actions taken indbate compliance w approve groun cover Occurrence Reporting Timeframe(After Discovery)and Other Requirements
specificertions.
(3)Stormwater At least once per 7 1.Identification of the discharge outfalls inspected (a)Visible •Within 24 hours,an oral or electronic notification.
discharge calendar days and.Di'le End J.:rEe•f t'l•'fl;P•E!".th . ,. (d)The maintenance and repair requirements for Complete,date and sign an inspection report. sediment •Within 7 Calendar Days,a report that contains a description of the RCY INVESTMENTS,
.'faiisiS.C.i with"hours of .1:,,7,T: ,P7irors"or l oil all ESSC measures have been performed. deposition in a sediment and actions taken to address the cause of the deposition.
a rain ever,a 1.0 sheerc,cefic,°;inna'r suspenZr7riserorls'Coloration stream or wetland Division staff may waive the requirement for a written report on a case- LLC
inch in 24 hours. 5.Indication of visible sediment leaving the site by-CaSe basis.
6.Description,Evidence,and date corrective actions taken
•If the stream is named on Me NC 303(d)list as impaired for sediment-
(el Corrective actions have been taken to EASC Initial and date a copy of the approved POST plan related caused,the permhtee may be required to perform additional
(4)Perimeter At least oncope,if ANN.,Sedimentation is found outsrde site limits.then meaStlreS. or complete,date and sign an inspection rep.. MOniteringi insPections Or apply more stringent practices if stff 247 RUFF LEONARD ROAD
of Site ,,,,,,end,,r d,,,,nd record of the farrowing she,be mado indicate the completion of the corrective action. determine that additional requirements are needed to assure
wfthin 24,,,,,,..,1)Actions token to clean up or stabilize sediment that has LEXINGTON,NC 27295
- left the site limits compliance with the federal or state impaired-waters conditions.
D 4i,event.1.0 2)Description,Evidence and date of corrective actions taken (b)Oil spills and •Within 24 Hours,an oral or electronic notification.The notification shall PHONE:[phone]
inch in 24 hours. 3)An explanation as to the actions taken to c.trol future 2.Additional Documentation to be Kept caste release of include information about the date,time,nature,volume and lo.tion [e-mail]
rdeases In addition to the E&SC plan documents above,the following items shall be kept on the hazardous of the spill or relcese.
site and available for inspectors at all times during normal business hours,unless the substances per
(5)Streams or Al least once pert If the stream or wetland has increased visibie sedimentation Division provides a site-specific exemption based on unique site conditions that make item 1(0)-(c)above
,,,,,,,.nds calendar do„and or has vimom increased turbidity from the construction
actigty,then a record of the renewing shall be made: this requirement not practical: (C)Anticipated •A report at least len days before the date of the bypass,if possible.
onsite or wn 24 hours of 1)Description.Evidence end date of corrective actions taken wM bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
offcessiblesite(where a rain event a 1.0 2)Records of required reports to the appropriate Division (a) This General Permit as 1 as the Cedifioate of Coverage,a fter k is receive d. 122.41(m)(3)] effect of the bypass.
ac ) inch in 24 hourS. Regional Office per Part is,Section C,item(2)(a)of this -(d)Unanticipated •Within 24 Hours,an oral or electronic notification
Permit (b) Records of inspections made during the previous twelve months.The permittee shall bypasses[40 CFR •Within 7 calendar days,a report that includes an evaluation ate
(6)Ground mer.epc,p,a,.. 1.The phase of grading(installation of perimeter EikSC re.rd the required observations on the Mspection Record Form provided by the Division 12241(m)(3)] Ct)
Stabilization or gmding. measures,clearing and grubbing,installation of storm nudity and effect of the bypass.
drainage facilities,completion of all iand-disturbing actkity Or a similar inspection form that includes all the required elements.Use of
Measures (e)Noncompliance •Within 24 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 LLJ
2.Documentation that the required ground stabilization shown to provide equal access and utility as the hard-copy records. of this permit that noncompliance,and its causes,the period of noncompliance,including
ve'IleEn Er••'ded•""''..e rect.....E..'" 3.Documentation to be Retained for Three Years compl h b (I) in =
or assurance that they wirl be provided as soon os may endan g dat d m d f er exact s an ties,an i the noniance as not een
possible. Al data used to complete the e-NOI and all inspection records shall be maintained for a period ,,,,,or the corrected,the anticipated time noncompliance is expected to continue: < CT) C)
NO i b:the ram inspeceon resets the required I calendar day inspection requirement. of three years to
project completion and made available upon request[40 CFR 122.41] environmeM NM end steps taken or planned to reduce,eliminele and prevent C\I
CFR 122.41(I)(7)) reoccurrence of the noncompliance.[40 CFR 122.41(1E63
•Division.ff may waive the requirement for a written report on a case- 1 l'-. 0
by-case bade.
CL (NI 0
1 C)
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NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 11/12/20 LLJ Z _I
LLJ 0 0
rill- r:
,..-/
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT (3 Z H
STRUCTURE WTH LINER
WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. WOES -
A We T.ACTUAL LOCATION
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. LU X Z
DETERMINED IN FELD
activity being considered compliant v.the Ground Stabilization and Materials Handling 3. Identify leuk.and repair as soon as feasible,or remove leaking equipm.from the ('D:V '1 XX. ris Irt 2.17.7..-.).THE CONCRETE WASHOUT Z
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The project. STRUCTURES SHALL BE
permittee shall comply with the Erosion and Sediment Control plan approved by the delegated MAINTAINED MEN Tile DOUG
4. Collect all spent fluids,store in separate containers and properiy dispose as hazardous '0> ,'
authority having jurisdiction.All details and spedfi.tions shown on this s p eq p M m no heet may not apply w ( , „0 On':avarcyzy
aste recycl e wh en p ossi ble). truc
depending on site conditions and the delegated authority having jurisdiction. 0/61 1.b ir."-saeceasLESs OW) a i 0
5. Remove leaking vehicles and constion uime fro seice until the robl ,em
..• OR STAP . I.% J.CONCRETE WASHOUT
has been.rreoted, STRUCTURE NEEDS TO BE H ,-r-
r n --,
SECTION El GROUND STABILIZATION 6. Bring used fuel,lubricants,coolants,hydraulic fluids and other petroleum produ.to SECTION A-A row rassaty-,,,,-STRJICTIORF CLEARY MARKED WITH SIGNAGE
NOTING DEVICE V1 Et
Z Required Ground Stabilization Timefrawes a recycling or disposal center that handles these materials.
Stabilize within 0)01
ia',... Irsio7T Kiri:: SEES H H
Site Area Description this many calendar Timeframe variations LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE I I Cur021.MIN.) 1.ACTUAL LOCATION
days after ceasing DETERMINED IN FIELD < ,„gsfI 0
1. Never bury or burn waste.Place litter and debris in approved waste containers.
land disturbance ...,..„ "' ..''''' a.ma CONCRETE WASHOUT I t....)2. Provide a sufficient number and size of waste containers(e.g dumpster,trash riArt.`71-F STRUM..SIIAU.BE -1 Cl) U)
(a) Perimeter dikes. receptacle)on sfte to contain construction and domestic wastes. 14 Orir 00 1 a.E" -MAINTAINED MIEN TIE MUSD
AND/CR SOHO REACHES en OF I V)
swales,ditches,a. 7 None 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters 0 oil I,. , ,o,.) TIE S112.C.RES CAPACITY TO -1 rTh
perimeter slopes unless no other altematWes are reasonably available. p-• to MIN 1- PRO,.ADEQUATE HOLDING
liCr&kWrk 1 _o. CAPACITY MOH A MINIMUM 12 '-' 0
Loc.waste coMMners on areas that do not receive substantial amounts of runoff from INCHES OF FREEBOARD.
(b)High Quality Water
7 None upland areas and does net drain directly to a storm drain,stream or wetland. o0,1z,z111 2 Z
Ct
(HQW)Zones its:* 3.00NCRETE WASHOUT
5. Geyer waSte containers at the end of each workday and before storm eye.or provide : SAMBASS MP.) STRUCTURE NEEDS now
If slopes are 10 feet or less in SECTION B-15''N'ES CLEARY MARKED WTH RONAGE LU LIJ
secondary COntainMent.Repair or replace damaged waste coMMners. NOM°DENCE.(C) Slopes steeper 7 length and are not steeper than
than 3:1
2:1 14 d allowed 6. Anchor all lightweight items in waste containers during times of high winds. ABOVE GRA%Inatr-ATROCTII8F
. ays are
-7 days for slopes greater than 50'in
7. Empty waste containers as needed to prevent overflow.Clean up immediately if
containers overflow.
length and with slopes steeper than 4:1 CONCRETE WASHOUTS H 8. Dispose waste off-site at an approved disposal facilky.
-7 days for perimeter dikes,wales, 1. Do not discharge concrete or cement slurry from the site, a--
(d) Slopes 31 to 4:1 14 ditches,perimeter slopes and HOW 9. On business days,clean up and dispose of waste in designated waste containers.
2. Dispose of,or recycle settled,hardened concrete residue in accordance with local and
Zones state solid waste regulations and at an 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
d th lot perimeter
-7 days for perimeter dikes,swales,ditches. 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands, place the mixer and associated materials on impervious barrier an or in
A with Mopes fence.
(
perimeter slopes and HOW Zones 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters silte) reas
flatter than 4:1 14 -10 days for Falls Lake Watershed unless unless no other alternatives are reasonably available. 4. Install temporary concrete washouts per local requirement,where applicable.If an
e
alternate method or product is to be used,contact your approval authority for review
Contain liquid wastes in a controlled area
there is zero slop 3. .
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 converted 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 pro)ect.
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 storm drain inlets and surface waters unless it
Si l th d uffici thM ill t disl II Use OM
or wetlands unless there is no alternative reasonably available.If 50 foot offset is not can be shown that no other altematives are reasonably available.Ale minimum,install
abiize e groun sently so rain w noodge the so one B
attainable,provide relocation of portable toilet behind Alt fence or place on a gravel pad protection of storm drain inlet(s)closest to the washout which could receive spills or
Mchniques in the Mble below: .
and surround with sand bags. overflow.
Temperer/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
•Temporary grass seed covered with straw or•Per".nent gra...eed c'ver'i -1- foot traffic areas. entrance pad in front of the washout Additional controls may be required by the
oMer mulches and tackifiers. other mulches and tackifiers
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor podable toil.for leaking and properly dispose of any leaked mMerial.Utilize a approving authority.
Ice sanitary waste hauler to remove leaking podable toilet and repla.wfth 8. Install at least one sign directing concrete trucks to the washout wkhin the project limits.
•Rolled erosion control products with omWthout fRnfI'rEe'lenf rE.t.'9
temporary grass seed •Hydroseeding properly operating unit. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 7530 capacity to limit
•Appropriately applied straw or other mulch •Shi...11.ther Permanent MEM..oRv•sre
•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 manufacturer's instructions.
1. Show stockpile locations on plane.Loc.earthen-material stockpile areas at least 50
0, •Structural methods su.as concrete,asphal 10.At Me completion of the concrete work,remove remaining leavings and dispose Of in an
or retaining walls feet away from storm drain inlets,sediment basins,perimeter sediment controla and
approved disposal facility.Fill pit,if applicable,and stabilize any diStUrbanCe.used by
surface waters unless it can be shown no other alternatives are reasonably available. PROJECT NO.:2022.22
seed
-0 •Rolled erosion control products with grass removal of washout.
2. Proted stockpile with silt fence installed along toe of slope with a minimum offset of five
feet from the toe of stockpile, SCALE:N.T.S.
CI 3. Provide sbble stone access point when feasible. _
0 POLYACRVLAMIDES(PAMS)AND FLOCCULANTS 4. Stabilize stockpile within the timeftames provided on this sheet and in accordance with HERBICIDES,PESTICIDES AND RODENTICIDES
DRAWN BY:PAB
CD 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 wfth label
_
Z selecting from the NC DWR List of Approved PANIS/Flocculards. vegetative,physical or chemical ceverage techniques that will restrain accelerated restrictions.
CHECKED BY:MSL
erosion on disturbed soils for temporary or permanent control neece. 2. Store herbicides,pesticides and rodenticides in their originM containers or the bbel,2. Apply tiocculants at or before the inlets to Erosion a.SediMent Control Measures.
which lists -
CO 3. Apply tiocculants at the concentrations Specified in the NC DWR List of Approved directions for use,ingredients and first aid steps in case of accidental
poisoning. DATE:08/24/2022
PAMS/Flocculants and in accordance with the manufacturer's instructions. HAZARDOUS AND TOXIC WASTE 3, Do not store herbicides,pesticides and rodenticides in areas where flooding is possible -
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.
LLJ surrounded by secondary containment structures. 3. Do not store hazardous chemi.ls,drums or bagged materials directly on the ground. 4. Do not stockpile these materials onsite.
0
SHEET NO:
CD
LL_I
I NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 11/12/20
CV
CV
C,I

Ion 8 a .o� tAC150 .Alm JLJ,JI�
o> b'„ VI' "OO LATHAM-WALTERS
L y w cos8. 9- ENGINEERING,INC.
w P lb N.C.CORP.LIC.C-1815
t-C
P
16507-A NORTHCRO55 DRIVE VE
O �YNTo m'_ ARRIES COVE LN HUNTERSVILLE,N.C.28078
ORz�KCTT nm pS,R.3410 � PHONE:[phone]
z z
WINDSORm
TRAIL w O
PVI STA:1+84.85 A 0
PVI ELEV:757.11
770 K:35.44 770
LVI,:6u.00 `,11I i N,,,
SITE— ,,,o-k CARD
VICINITY MAP �O Q`OFE55%Mp k
PVI STA:3+22.21 / riu��?? _=
PVI ELEV:755.74 N.T.S. �0
a: "4 K:30.00 / SEAL
n LVC:150.00 _ _ ° 177ry6//46 °
IN111,0,
2.080
>>
mm ww
760 6� 700
PVI STA:4+86.88
PVI ELEV:745.86
-1.00% K:20.00
--.= LVC: RCY INVESTMENTS,
LLC
�s247 RUFF LEONARD ROAD
> >> LEXINGTON,NC 27295
rL m w w PHONE:[phone]
750 \ 750 [e-mail]
'nPo* \
\ 18 n PROP.CULVERTS
¢J W W
ww J
3.�Oo PROP.WATER MAIN
\ 0 0) LI—
_ -- , /- _ r- O
r 36"CULVERT \' STORM DRAINAGE CLEARANCE I..L ri CV
740 740 I 0 a
Z °j Q
LU Z z J/'�
2"WATER WITH 12"CLEAR LU0 < 0..
_ V Z (3-
Z
J
HACKAMORE TRAIL W X —InN/
1"=40'(HORZ.) Z W Q Et
1"=4'(VERT.) 0 J Q LU
H
730 730
o2 3 mS
^^ ^^ ^^ ^^ I.^^ ^^ ^^ ^^ ^^ ^^ Q 1 0 06
ROADWAY NOTES: 2 Z 1
I.CONTRACTOR SHALL DETERMINE LOCATION,ELEVATION&SIZE OF ALL U
a EXISTING UTILITIES PRIOR TO CONSTRUCTION. IW
/ t` 2.SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY COE FORESTRY
�(J�� ® &LAND SURVEYING,PLS. H
/ ��/�v,�h/ () 11 ,�O O O O / J L O 3.CONTRACTOR SHALL VERIFY OUTFALL INVERTS PRIOR TO INSTALLING PIPES.
}jQ Q" PROP.3253 L.F. 4.PIPE INVERTS SHALL BE PLACED ON EXISTING GROUND OR IN CUT AREAS,NO
cop 2"PVC WATER LINE NCDOT STD.838�1 PO'/,/ INVERTS SHALL DISCHARGE IN FILL SLOPES.
Tp� /3 )�o PROP.3462 L.F. HEADWALL REVISIONS
/ / -REDUCER E B.O. / �.p
/ co 6"DIP WATER LINE J L 30'FRONT SETBACK J L J -3'MIN.COVER W7...3.6'251 E5�`/
)b� TO REDUCER- \ 05\'j 5.ALL STREETS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
PROP.6"XB"TEE 1 NCDOT'S"SUBDIVISION ROADS-MINIMUM CONSTRUCTION STANDARDS".
Q___\� 3'-5'OFF EP W/HYDRANT&VALVE-2"TAP . \�
REMOVE EXISTING FIRE 3'MIN.COVER 10'P.U.E. &2"VALVE BEYOND TEE / \ 6.ALL PIPE SHALL BE RCP OR HIGH DENSITY POLYETHYLENE DOUBLE WALLED
HYDRANT TO EXTEND LINE; "' \ - k / CORRUGATED PIPE(HDPE)AS APPROVED BY NCDOT AND SHALL BE BEDDED
REPLACE WITH VALVES AS / 1 _ - - _ - - - - 96 \ IN ACCORDANCE WITH NCDOT SPECIFICATIONS.
SHOWN I ' z �.
\,,
1 o.°° 35R I° $• I
_ +>h S6°-06'SC"W I _ 'II° S 2 T ° _ I— 4 -I ° I WATER LINE NOTES:
576.84'
�I a / I O CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION OF ALL EXISTING
/ PROP.HACKAMORETRAIL �SR OG� / / UTILITIES PRIOR TO CONSTRUCTION.
I \ L.h( _ - l - _ - 50'PUBLIC R/W — _ \ ��1n4' / / CONTRACTOR SHALL CONTACT DAVIDSON WATER,iNC.,(336)T31-2341,THREE(3)
�) T - - 3 Pl.♦ / WORKING DAYS PRIOR TO COMMENCING WORK.ARRANGEMENTS SHALL BE MADE
' 10'P.U.E. SR THREE WORK DAYS IN ADVANCE TO ALLOW A REPRESENTATIVE TO INSPECT THE
el
PROP.CBU- ,♦ / \ CONNECTION TO THE EXISTING LINE.
MAIL KIOSK _ CONTRACTOR SHALL NOT OPERATE ANY VALVE WITHIN OR CONNECTING TO THE
�� 30'FRONT SETBACK DAVIDSON WATER WATER SYSTEM.
S b 7 —I r —1 F - `�;� NCDOT STD.838.01
J S' ei0,:. 'HEADWALL INSTALLING CONTRACTOR SHALL NOTIFY DAVIDSON WATER INC.THREE(3)WORKING
1 PROP.2"GATE VALVE 6i "
O O O WITH BLOW-OFF\ =1.• INV.\.213 \ BE WITNESSSED DAYS PRIOR TO PBYA REPRESENTATIVE OF THNE CORPORATION&THE ENGINEER.
TO PROJECT NO.:2022.22
f 0 R I '20 ALL 2"PVC PIPE SHALL BE SDR 17.ALL D.I.P.SHALL BE CLASS 50.ALL FITTINGS SHALL SCALE: 1"=40'(H)&1"=4'(V)
O m a ) 4 POE' \ BE DUCTILE IRON PUSH ON MECHANICAL JOINT. DRAWN BY:PAB
1�SLOPE MINLV ONLY APPROVEDUSED
PIPE O \ UPON COMPLETION,ALL LINES SHALL BE FLUSHED,PRESSURE TESTED,AND
a0 S a1 NCDOT MATERIAL- 'MIN.COVER \ \ N DISINFECTED IN THAT ORDER. CHECKED BY:MSL
ALL WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED TO PERFORM PUBLIC
a UTILITY INSTALLATIONS IN NORTH CAROLINA. DATE:0824/2022
1).CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING S
811 ® APPROPRIATEITIESA CATES PRIORASSURINGBEGINNING
EXISTINGONSTsl � CONTRACTOR SHALL NOTIFY ENGINEER THREE WORKING DAYS PRIOR TO
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. NOTE: COMMENCEMENT OF CONSTRUCTION.
(S2).CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES WATER LINE CARE) GRAPHIC HIC SCALE
WATER PLACEMENT ('O APTSTr'
USING FLAGMEN,ETC.,AS NECESSARY TO INSURE SAFETY NOTE:ALL FITTINGS AND PIPE BEFORE AND DOMESTIC DIP WATER LINE MAY BE REPLACED WITH OTHER TYPE PIPE AS APPROVED SHEET NO:
TO THE PUBLIC. TO BE 3'-5'OFF EDGE OF AFTER THE FITTING SHALL BE RESTRAINED JOINT BY DAVIDSON WATER.
\` 3).ALL PAVEMENT CUTS,CONCRETE OR ASPHALTARE TO PER DIPRA CALCULATIONS
BE REPLACED ACCORDING TO STANDARDS OF T PAVEMENT(EP) 40 0 20 40eo 160
HE NORTH 9 = II II
CAROLINA DEPARTMENT OF TRANSPORTATION. NOTE:WITH APPROVAL
FROM DAVIDSON WATER NOTE:P.U.E.=PUBLIC UTILITY EASEMENT
4'SHORINGWILLBEACCORDING TOOSHATREMNDG ALTERNATE PIPE TO
Know what's below STANDARDS PART1926SUBPARTP,ORASAMMENDED. DOMESTIC DIP MAY BE P.D.E.=PERMANENT DRAINAGE EASEMENT (IN FEET) ■
Call before you dig. USED 1 inch= 40 EL

LATHAM-WALTERS
z ENGINEERING,INC.
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RIGHT OF WAY Y
EDGE OF TRAVEL LANE z a 3 AIL'.
F� 16507-A NORTHCROSSN.C. DRIVE78
as E F _ F xo HUNTERSVILLE,N.C.28078
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FOOTING - ° 17646
9'MIN. (IF COAST.JOINT IS USED) DOWEL W (IF Co5ST.JOINT IS USED) DOWEL W 0.-,L L/54, /.1
TO CBU PAVED TURNOUT J M J '7`�`°.F F,Q-.°`t':
PAVEMENT STRUCTURE G _ N c C7 �'.C '��.
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CBU (ACCESS FROM PAD) I PIPE SINGLE PIPE DOUBLE P 3 0 OS PIPE SIN LE PE S DOUBLE PIPE 3 0 03
I I ILOG. pIA. 15 1B" 2a" 30 36 a2" aB" 15 +e 0" 36 Q IY I I LOG. DIA. " +a" 24"30"G36"PI 42" 48" iB" 24" 30"�3 42" 48" S a V
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9 9 14 +9 5fi5 t9 +9Q Z W pp L TOTAL LBS. 9 9 14 14 19 4 53 S 82 12 12 19 23 4]3 Q=W m
IONAL CONSTRUCTION JOINT !n CO
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DIMENSIONS
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COMMON DIMENSIONS SINGLE PIPE DOUBLE }F O ~=
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ar' s'-2^ 3'-+" s'-a" sue" ++>2"+2•-e" as 5'-+0"+e'-s" s.o s'-r z'a° s'-z^1 2 e 4'-6"1 3.B PHONE:[phone]
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"SEE SHEET 3 SHEET 1 OF 3 .9 ].5 (SHEET 2 OF 3
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CONCRETE PAD
FOR CBU
NOTE:
SEE FIGURE 1 PAGE 39,"NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION MAINTAIN RAY OFFSET CO
AROUND CBU TURNOUT
STANDARDS JANUARY 2010"FOR LOCAL AND COLLECTOR ROAD DIMENSIONS.
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CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND I N.
COLLECTOR SUBDIVISION STREETS
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GENERAL NOTES: HQ5 o• w Z J
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". o o cc-i
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AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN ~ (J Fx�iFwow
ENDWALL LENGTH. zA- W
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ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES. O J W
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OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. v J 0
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W I—
BY THE ENGINEER. s CO 3 /
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WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM w Hu' G� O
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8' JO' 6' 6' P WP 35' 6' 5' 4' c0i
SHOULDER PAVEMENT SHOULDER DITCH
SLOPE AS REQUIRED
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ROADWAY TYPICAL SECTION CUL-DE-SAC
ABC CROSS-SECTION-SHOULDER SECTION WITH NO CURB AND GUTTER PROJECT NO:2022.22
N.T.S. N.T.S. SCALE:N.T.S.
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C-HECKED BY:MSL
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DATE:08/24/2022
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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.All 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 T
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 L,WE,'
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
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 LATHAM-WALTERS
ASTM:D2241 rules,shall apply) foundation to prevent subsequent settlement. Inc.,State Certified Lab)for evaluation and line disinfectant approval.After disinfection is ENGINEERING,INC.
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.LIC.C-1815
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:AWWA 16507-A NORTHCROSS DRIVE
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 HUNTERSVILLE,N.C.28078
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 PHONE:[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)
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
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
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.fora minimum of 15 minutes. o"II//,,,,
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. "O,,..0 CARO Gs5
°RE5 peg
5i°.
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 yo� C
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 SEAL 1 _
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) _ 1 7646 ° _
10. Meter box plastic 12"deep Brooks#1419-12,Jones,Meter box lid,solid cast iron 15 existing or proposed NCDOT right of way shall conform to NCDOT standards and 10.Valve box assembly shall be set plumb,true and to grade.(SEE VALVE INSTALLATION ;g s/212401-
'Q
lb.min. specifications.The contractor making the bored crossing shall notify NCDOT prior to the TYPICAL) --P °°Fneg E.tee.C'Z,�`
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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.All water mains shall be pressure tested with a test pressure at the high point of the main ,,,,,I.L S. P
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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
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)
RCY INVESTMENTS,
LLC
247 RUFF LEONARD ROAD
LEXINGTON,NC 27295
PROTECT °N PHONE:[phone]
WATER MAIN WATER MAINrl y [e-mail]
To
II_ vuuEeoxmuE"l u BOX J
� 10 MINIMUM - C Oil
- \ VALVE�. ~ SCHEDULE 40 CASING
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Ai WITH saVExT VELD PLUG
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- _ CENTERLINE - 2x5 BRASS NIPPLE CASING PIPE IS TO M /r N
r"- ///////W111.111 j - TnrnPTn encmu 2 n.VALVE TREADED CASING PIPE IS TO BE BURIED AT LEAST \`
171
_ EDGE DE PAVEMENT - HE BURIED AT LEAST
_ ROAD RIGHT OF WAY
- 24 in,BEEP
�J7� /'� 9 q /� p 3 24 in,DEEP SEWER PROPERTY �j
vuveeoxsH __ TYPICAL r II�AL 2,J,`t,V, AND �1 �.n.. E 7 3 LOT 17 CLEANOUT PIN CL CO
'xErvToco BLOW OFF INSTALLATION w LOT 7 LOT 8 1 0
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NORMALLY", � i llei� MAXIMUM 500'OF 2 n WATER LINE H -
MAXIMUM LOTS ON WATER LINE 3
TYPICAL FUTURE SERVICE TYPICAL FUTURE SERVICE ,TCZ
ENCASEMENT IN A ENCASEMENT IN A w Z O
y ■_ a.,EvnwewT„ 2n VALVE AND BLOW OFF 4 SUBDIVISION WITH SEWER SUBDIVISION WITHOUT SEWER W 0 ec=,'-';vn .0„ _ _ x". METER B.PAID L,o
s.�s„roPnxT.EE - Pnv,rvG Thedeveloper 'b] fortheinstallationthewhenthesubsurface of thed Q
oao o` "
: a I,, - 6 L is responsible of taps on long side su s ace road
(,� Z 0
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",u,„„°�Es.x"E ®' -_- cannot be bored.Either the taps must be installed and the services run,or in.encasement must be placed in
°
r,a<E°rc°xc"r,E ^_ �I li���lI III o WATER LINE SHOULD COME w r ,
e nnn TAMPED ` ALL THE WAY AROUND THE the ground for the SCVICCS t0 be run through later. This page and the following page show how file w X `J
,r"usr"wcx �� o o ux"sunaE°sac CUL-DE-SAC TO PREVENT encasement i5 t0 be placed]n the ground If this IS the chosen Option.If encasement IS Used the contractor z ,L I
HAVING TO BORE UNDER 0 J 7
x:TH .1 L must provide Davidson Water Inc.with an asbuilt page or pages show-ing where the encasement is located. L
E>uceoxxoE"rHEeuE nrvosoesxsouooHT. THE CUL-DE-SAC TO RUN MAKE NOTE THAT SPECIAL CARE _
', f xExv,cE urvc To„ous— A SERVICE LINE. It is preferred for encasement to be installed as shown on these two pages. J
�r����M SHOULD BE TAKEN TO KEEP WATER
AT PIPE 01PMEiER'.9iff I LINE 3'OFF OF THE EDGE OF THE LONG SERVICES IN F Q J U
,sssrvsss °nry ���I „PPrewEo BEDDING PAVEMENT ONTHE CUL-DE-SACS SUBDIVISIONS Et A/ LU
W,T„%hr
TYPICAL IN LINE WATER PAVEMENT Q
TYPICAL INSTALLATIONANT VALVE INSTALLATION TYPICAL
D TYPICAL LAYOUTCUL-DE- PAVEMENT 3 J 0 Q
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[12/20/94 PAGE A 1 112/20/94 PAGER 1 103-17-20 PAGE CI 2 z_
1 1220/94 PAGED I
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2 In.SCHEDULE 40 CASING WITH I LLI
SOLVENT WELD PLUG AT EACH EN➢
- - - - - - - - - - - NAINR
CONCRETE UNDISTURBED - - - CONCRETE
.--
:::::::::::::::::::::-:',Z;,:::::::-:: BLOCKING SOIL _ _ -= BLOCKING
- - - = UNDISTURBED REVISIONS
_ SOIL
�� _ CONCRETE I ® 25 ,° 3W
BLOCKING ����� _ _ METER TT"" SERVICE ENCASEMENT
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L TYPICAL TEE TYPICAL 45° BEND \\ r°xP==xrvE°rnrvs rv°
`' BLOCKING BLOCKING BLOCKING
LLJI AREA CONCRETE _ 00F0 re"sxNLxor"E,owren xuvnssuaiECTOAVwx wn•asrEcrc.T°rvs nurcwTreo
(n BLOCKING - - - °,nu wusscwwxEx.s sxnu"E xo.rw"eruss
- _ _ _ - = UNDISTURBED
_ -- - _ SOIL PROJECT NO.:2022.22
Keep concrete away from joints.Place concrete - DNDIST RBED = _
fairly dry and form if required for maximum area B°'L CONCRETE SCALE N.T.S.
Q against undisturbed soil.All fittings to be 'III BLOCKING DRAWN BY:PAB
w wrapped with 10 mil.polyethlene prior to pouring CHECKED BY:MSL
blocking.Use 3000 PSI concrete. �6' _ = y<=
-- CONCRETE _ J
z = _ - _ = BLOCKING = ,<� _ DATE:08/24/2022
_
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hi SHEET NO
TYPICAL TEE WITH PLUG TYPICAL 90° BEND STANDARD WATER MAIN,SERVICE&
METER BOX INSTALLATION WITH SIDEWALK
BLOCKING BLOCKING G .
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N1220194 PAGE G 12/20/94 PAGE H 11220/94 PAGE I 1 03/31/16 PAGE J I J
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\ I / \ \ I /1 I O PROJECT NO.:2022.22
\ \ `\ //'1 �--I G SCALE: 1"=80.
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\ \\———-�_ \\ \\ \ N W �^, /n DRAWN BY:PAB
\\ \N.\ \\\ \\ •.. `/�•1y CHECKED BY:MSL
CP
p H \\ ",,\ \ \`/ 0- DATE:08/24/2022
-0 1).CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING \ \ \ \
811O UTPITIESARELOCAIES AND DPRIORTOBEGNNAT INGCISTING
ONSTR _ /
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UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. — \ \\ I O
2).CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES \ \ I SHEET NO:
USING FLAGMEN,ETC.,AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC. GRAPHIC SCALE \\ \v
Q I�r 3).ALL PAVEMENT CUTS CONCRETE OR ASPHALT,ARE TO 00 p 30 80 120 240 \ I \
n BE REPLACED ACCORDING TO STANDARDS OF THE NORTH b — --\ \ \\ \ \ O
CAROLINA DEPARTMENT OF TRANSPORTATION. / '/
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4).SHORING WILL BEACCORDING TO OSHA TRENCHING \\ \ \ \ \ \ \\ Q C�/-� .0
c\ Know what's below. STANDARDSPARTIS26SUBPARTP,ORASAMMENDED. VV
( INFEET) �V V A V A \ A � .
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