NCC231479_Site Plan or Location Map_20230515

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COW PALACE RD
s.R.1217 s LATHAM-WALTERS
sNO R0 s ENGINEERING,INC.
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Ilk`'99 16507-A NORTH N.C. DRIVE78
s.R.121: SITE HUNTERSVILLE,N .28078
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OLD SALISBURY ROAD-S.R. 1147 , .,
TYRO TOWNSHIP, LEXINGTON, NC 27295
DAVIDSON COUNTY
RIVERFRONT
VENTURES, LLC
3409 UNION GROVE RD
WINSTON SALEM,NC 27127
PHONE:[phone]
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REVISIONS
SHEET INDEX
Sheet Number Sheet Title
C COVER
C1.0 SITE PLAN
C2.0 EROSION CONTROL PLAN PHASE I
C2.1 EROSION CONTROL PLAN PHASE II
C3.0 EROSION CONTROL DETAILS
Cal EROSION CONTROL DETAILS
C3.2 EROSION CONTROL DETAILS PROJECT NO.:2022.18
C3.3 EROSION CONTROL DETAILS NCGO1
SCALE N.T.S.
C4.0 GRADING PLAN
C5.0 LATHAM LANE PLAN&PROFILE&WATERLINE PLAN DRAWN BY:PAB
C5.1 LATHAM LANE PLAN&PROFILE&WATERLINE PLAN CHECKED BY:MSL
C6.0 SITE DETAILS
C6.1 WATERLINE DETAILS&SPECIFICATIONS DATE:09202022
1).
CONTRACTOR RESPONSIBLE FOR CONTACTI
NG
APPROPRIATE
PARTIES
AND
ASSURING
SHEET NO:
81 ® UTILITIES
ARE
RPRIOR
TO BEGINNING
CONSTRUCTION.\\'� ' 'CONTRACTOR I RESPONSIBLE FOR PLACING BARRIC.ES
USING TO TNE PUBLIC
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COW PALACE RD
S.R.121] ar LATHAM-WALTERS
ryRORD G� ENGINEERING,INC,
SITE DEVELOPMENT NOTES: sR-]z13 , �oq N.C.CORP.LIC.C-1815
16507-A NORTHCROSS DRIVE
1.DEVELOPER:RIVERFRONT VENTURES,LLC SITE HUNTERSVILLE,N.C.28078
S.R.121:
WIN UNION GROVE RD ,y/ PHONE:[phone]
WINSTON SALEM,NC 27127 S Cy � ='�o
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2.SITE ADDRESS:OLDRO ROAD/S.R.1147 5�O O 01M'I
LEXINGTON, P
NCI 27295 F p1'OS SP1
3.PARCEL PIN:6704-02-55-7795(A PORTION OF)
DB 2279/PG 2130 t Irrllll r rtA
4.TOTAL PARCEL AREA:t445.19 ACRES �`��`Q-�N CARS
PROJECT AREA:t20,47 ACRES •pFE55%C
VICINITY MAP
S.EX.ZONING:RA1 N.T.S. SEAL
9 1 °
6.PROPOSED TOTAL NUMBER OF LOTS TO BE DEVELOPED:21 — i/ \ 9/3Q/]///
].LOT SIZES: \ ',C` 1,*
MINIMUM LOT AREA:20,0005.F. N89°39'37"E 329.80' : R�217 %? <L S.
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MINIMUM LOT WIDTH:100 L.F. 2/0 'f NINE°.•°
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MAXIMUM LOT COVERAGE:30%
MAXIMUM BUILDING HEIGHT:35' — - _Opp NtIM111TT\``
8.LOT SETBACKS:MIN.FRONT:30' / /
MIN.SIDE:10' �— ///
MIN.REAR:20' I /
9.SURVEY AND TOPO INFORMATION PROVIDED BY: I /
COE FORESTRY 8 SURVEYING I I \ `' // /
6638-A NC HWY 109 I I / / /
336 789-467WINSTON-SALEM,NC 27107
I I I / / / RIVERFRONT
// / / VENTURES, LLC
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I 112,072.F. /I
z I I— \ /// // // 3409 UNION GROVE RD
/ $ / WINSTON SALEM,NC 27127
I I / / / / PHONE:[phone]
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PARCEL PIN ID:6704-02-85-3523 I I I I // / / /
\ TYRO ELEMENTARY SCHOOL I
DAVIDSON COUNTY
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PARCEL PIN ID: N 89°20'23'W 1370.07' L ————` //9 .1 /
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BARBARA RUTH ELLER \ \ II \ 42,893 S.F. �// V JJ
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PARCEL PIN 17 / \ rr r__—_ r / N / / J
VICKIE V CRESWELL \ / _ / 'Z�J0 / / / O
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40,244 S.F. 36,474 S.F. 41,382 S.F. 44,419 S.F. 38,015 S.F. 30,307 S.F. / / Z/
\ 1 / \ // REVISIONS
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PARCEL PIN ID:6704-04-74-7482 p e // y/(�H \ /R
TERRY J CURRY P6
CONNIE WILLIAMS \ / / AMA PARCEL PIN ID:67040464-9358 /+DB 0967/PG 0922 j�Y/ / AMBER LVNN HINCHER EX.ZONING:RS / / ✓ DB 1358/PG 0916
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PARCEL PIN ID:6704-04-74-8351 / DB 1753/PG 0720
TIMOTHY ALEXANDER PAVLIK I/` a P � 1 ,�y I \ EX.ZONING:RS
DB 1551/PG 0377 aamnn"'��ry 7 �2; /
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�,.o�" / \ \ / ry- PARCEL PIN ID:6704-04-84-7294\
/ /� / / 0�^ NANCY S EDMONDSON
SCALE:1"=60'
PARCEL PIN ID:6704-04-74-9202 a0 / -yySAy /./ �5D \ (BALLOUGH)
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ROBERT KIRKLAND BAILEY JR / 6, S \�q.O yyy EX.ZONING:RS
DB 1200/PG 0108 • 0 \ S3^ `k / 'J
EX.ZONING:RS gym°' / �78^E \I\ / PARCEL PIN ID:8704-04-84-712\ CHECKED BY:MSL
y / ERICA DAWN WALLACE
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t).conTRACTOR is wuv REsaorvsBLE Poa corvrncnrvo PARCEL PIN ID:6704-04-84-fi143so 0 Jo ea so 2a
-pAPPROPRNTE PARTIES AND 000JBNG THAT EXISTINGPARCEL PIN ID:6704-04-845105 ANDREW TVSINGER \ uSHEET NO:
PARCEL PIN ID:6704-04 84-3086 \ JOSE JUTS RUBIO MARTINEZ DB 2434/PG 1800
��� 2).CONTRACTOR is RESPONSIBLE FOR PLACING BARRICADES / / MARIE L SIMPSON DB 2444/PG 0388 \ EX.ZONING:RS
i PARCEL PIN ID:6704-04-74-9132
(/) USING FLAGMEN,ETC..AS NECESSARY TO INSURE SAFETY LARRY WAYNE SHERMAN \ EX.ZONING:RS ( IN FEET)
BRITTANY L GREENE PARCEL PIN ID:
TO THE PUBLIC.
DB 23]BIPG 1683 / 6704-04-83-2969 \ DB.ZONING:
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SI.ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,RE ToJOSEPHSUTTON EX.ZONING:RS 1 inch= 60 ft. \/v-
IDOBE REPLACED ACCORDING TO STANDARDS or HE NORTH EX.ZONING:RS
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CONSTRUCTION SEQUENCE NOTES:
150
1.NOTE:NO WORK IN STREAM OR BUFFERS WILL BE ALLOWED UNTIL APPROVAL IS
RECIEVED FROM NCDEQ AND/OR USACOE AS REQUIRED. MAINTENANCE PLAN: GENERAL NOTES: LEGEND 'r
o
2.RECEIVE APPROVALS FROM NCDEQ FOR EROSION CONTROL. 1.ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT ADDITIONAL EROSION CONTROL REQUIREMENTS: _ LWE
LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ANY STORM 1.PROJECT ACREAGE:t20.47 ACRES TEMPORARY DIVERSION DITCH 4-... f� 4-.... 1-.... COW PALACE RD
1.NO MAJOR GRADING ACTIVITIES OR BASIN CONSTUCTION SHALL
3.NOTIFY NCDEQ REGIONAL OFFICE PRIOR TO BEGINNING LAND DISTURBING EVENT OF GREATER THAN 0.51NCHES OF PRECIPITATION DURING LATITUDE/LONGITUDE:35.7892 N/80.3183 W S.R.1217 LATHAM-WALTERS
ACTIVITIES AND SCHEDULE PRE-CONSTRUCTION MEETING ON-SITE. ANY 24-HOUR PERIOD.ALL SEDIMENT CONTROL FEATURES SHALL STABILIZED CONSTRUCTION ENTRANCE 15 . .YR g"r f WEATH PLACE DURING ET WEATHER PERIODS OF PREDICTED WET >YR
2.DISTURBED AREA'.B11.2 ACRES ' . O RD irk) ENGINEERING,INC.
4.INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS ON SCHOOL ACCESS ROAD. BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. l; F°Ysai4'i `�k`f $R 1p13 N.C.CORP.LIG C-1815
2.NOTIFY NCDEQ LOS INSPECTOR WHEN PROJECT IS READY FORA P
2.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS 3.SEE SHEETS C3.0-C3.2 FOR EROSION CONTROL DETAILS. LIMITS OF DISTURBED AREA CLOSE-OUT INSPECTION. 16507-A NORTHCROSB DRIVE
5.CLEAR&GRUB MINIMAL AREA REQUIRED FOR INSTALLATION OF EROSION PRACTICABLE IN PORTIONS OF THE SITE WHERE CONTRUCTION 4.THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE - SITE HUNTERSVILLE,N.C.28078
CONTROL DEVICES WITH NO WORK IN OR AROUND EXISTING STREAM. ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,INSILT FENCE • - - 3.FILE FOR NPDES NCG010000 E-NOTICE OF TERMINATION WHEN S.R.121:
ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHT.C3.0 CONDITIONS.ADDITIONAL MEASURES MAYBE REQUIRED PHONE:[phone]
FINAL CLOSE OUT INSPECTION REPORT IS RECEIVED FROM NCEQ .4-
6.INSTALL SKIMMER BASINS AND INSTALL COIR MESH BAFFLES AS SHOWN. IF THE PROPOSED MEASURES CAN NOT FUNCTION AS S O �-��
DOUBLE ROW E HIGH - _ LOS. 3, �. ?
3.SEDIMENT IS TO BE REMOVED FROM THE TRAPS,BASINS,AND INTENDED. HAZARD SILT FENCE • • - R7? 4
7.INSTALL DIVERSIONS TO SKIMMER BASINS AS SHOWN. DAMS WHEN STORAGE CAPACITY REACHES 50%.GRAVEL IS TO BE 4.ALL WORK WITHIN RIPARIAN BUFFERS MUST BE STABILIZED BY 7S PO O >OJ pT .,
CLEANED AND/OR REPLACED WHEN THE SEDIMENT POOL NO 5.TOPO&BOUNDARY PROVIDED BY: • A 5PA
8.CALL THE INSPECTOR FOR INSPECTION OF SEDIMENT AND EROSION CONTROL LONGER DRAINS PROPERLY. COE FORESTRY&SURVEYING SILT FENCE STONE OUTLET iZ:I=f THE END OF EACH WORKDAY. O\,O
MEASURES ONCE INSTALLED. 6638-A NC HWY IDS 5.SITE MUST BE STORM READY PRIOR TO ANY EXTENDED BREAKS
4.SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT WINSTON-SALEM,NC 27107 COIR MESH BAFFLES CM IN CONSTRUCTION ACTIVITIES. IIII
9.UPON APPROVAL FROM INSPECTOR,BEGIN CLEARING AND GRUBBING SITE EXCEPT BECOMES APPROXIMATELY U.S DEEP AT THE FENCE.THE SILT 336-]69-0673 t ttt
IN STREAM OR ADJACENT TO STREAM. FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. `�\`'0 . ..
CONCRETE WASHOUT g■g O:pFE55/C
10.COMMENCE GRADING OPERATIONS FOR LOTS AND PLACE ANY EXCESS DIRT IN 5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY �n� VICINITY MAP »001 STOCKPILE AREA SHOWN. MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE N.T.S. SEAL
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL ROCK CHECK DAM - 1764 _
11.ONCE GRADING ROUGH OPERATIONS ARE COMPLETE,SITE IS TO BE SEEDED AND DISTURBED AREAS HAVE BEEN STABILIZED.ADDITIONAL CONTROL / S g G_,..n j 5'
CARO 0,
MULCHED PER SPECIFICATIONS.EROSION CONTROL MEASURES ARE TO REMAIN DEVICES MAYBE REQUIRED DURING CONSTRUCTION IN ORDER TO • \\ \\ 1 / �- � f��N/"'P
INTACT FOR HOME CONSTRUCTION. CONTROL EROSION AND/OR OFF SITE SEDIMENTATION.ALL \ \ \ \ 1 I T _g�°;lg_37-E$Z.R'80' ( • - '.�(�°t, INEE:°'•(�`
TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE AREAS TO BE STABILIZED ` \ \ - -'_ _ _ _ __ / /� p,`��
12.FINE GRADING AND HOME CONSTRUCTION SHALL THEN COMMENCE UPON INDIVIDUAL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. IN SEVEN(7)DAYS \\ \ \ \� !9$ I\ --------- ----- - __ �� - y ���'%CC L$, ``
LOTS.BUILDER SHALL INSTALL SILT FENCE&CONSTRUCTION ENTRANCES AS PER \ \ I \I _ • 4 / \\\/y-_�___ ----_ ��__________���12LO 0O, / InIUt
DETAILS ON SHEETS C3.0&C3.I AS NEEDED TO ENSURE NO OFF-SITE SEDIMENTATION. 6.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE \ \ \ •• i' 1 \ \\\\ ice- _- -- -_----- --
THETRACKINGOFMUDONTOTHEPAVEDROADWAYFROM \ \ 1 \ / I%, / / I /1`\\1 ,'--- _-- - �•' �Y'�--'\� � % \`
13.LOTS SHALL BE STABILIZED PER SEEDING SCHEDULE UPON COMPLETION OF FINE CONSTRUCTION AREAS.THE CONTRACTOR SHALL DAILY REMOVE II \\ \I II \I / 1• _ / - / \\\\\\l /-'�/% 1 y-+Y I' \ \ /
GRADING AND HOME BUILDING. MUD/SOIL FROM PAVEMENT,AS MAY BE REQUIRED. I I I I I \ I I I '/ / / 1 �� I ?T' / 1 `'', 1 1 �/I /
1 I \ I 1 1 I I / I / ' I I 11 I / 1 \ / -1 is \ 11 \ I / 1/
14.ONCE ALL APPROVAL ARE PROVIDED BY NCDEQ AND/OR USACOE,INSTALL 1 \ I I I I I / I 1 1 \ -`- )� , I
CONSTRUCTION ENTRANCE ON OLD SALISBURY ROAD AND INSTALL CULVERT WITH \ I I i I I / / I I / I I ' 1 1 1 1 ./ -\ RIPARIAN \ /\
HEADWALLS BASED UPON APPROVED PERMITS FROM USACOE AND NCDEQ. \ I I I 11 1 I /�i r 1 / ' 1 I 1 I ' \I / \\ BUFFERS II / /II 7 ' /
15.EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL CONTRIBUTORY I 1 1 1 1 �+ �l =l / I 1 /1 I / /1 i�) • I \\ 1\ \I 11 \I �,/ /
AREAS ARE STABILIZED AND NCDEQ HAS AUTHORIZED THE MEASURE REMOVAL. �I /\ 1 1 1 / I 1 / / I \ 1 `
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�J BARBARA RUTH ELLER \\\ \ \\ `\ \• \ \\ \\ \\ 7 /✓�� I i - _ - - \\ `_A// / `F / +/I / I I / (TYp.) / !1 I / ) '�� / CONSTRUCTION 1 �!1 LLI `
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CONSTRUCTION SEUENCE:
1.NOTE:NO WORK IN STREAM OR BUFFERS WILL BE ALLOWED UNTIL APPROVAL IS `160 T
RELIEVED FROM NCDEQ AND/OR USACOE AS REQUIRED. LEGEND yS J//Lll�,
MAINTENANCE PLAN: GENERAL NOTES: oS
2.RECEIVE APPROVALS FROM NCDEQ FOR EROSION CONTROL. 1.ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT TEMPORARY DIVERSION DITCH f� � .(--.1 _
f , ,
LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ANY STORM 1.PROJECT ACREAGE:t20.47 ACRES
DITCH LINING SCHEDULE COW PALACE RD
3.NOTIFY NCDEQ REGIONAL OFFICE PRIOR TO BEGINNING LAND DISTURBING EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING LATITUDE/LONGITUDE 35.7892 N/80.3183 W STABILIZED CONSTRUCTION ENTRANCE - S.R.1217 LATIIfAM-FVALTERS
ACTIVITIES AND SCHEDULE PRE-CONSTRUCTION MEETING ON-SITE. ANY 24-HOUR PERIOD.ALL SEDIMENT CONTROL FEATURES SHALL - DITCH# STATION TEMPORARY LINER PERMANENT LINER 7)74 ,s o ENGINEERING INC.
BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. 2.DISTURBED AREA=t11.2 ACRES S Rp
4.INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS ON SCHOOL ACCESS ROAD. R'7?13 �'p N.C.CORP.LIC.C-1815
LIMITS OF DISTURBED AREA 1 0+75 TO 6+00.LT. NAG C125 GRASS
2.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS 3.SEE SHEETS C3.0-C3.2 FOR EROSION CONTROL DETAILS. 16507-A NORTHCROSS DRIVE
5.CLEAR&GRUB MINIMAL AREA REQUIRED FOR INSTALLATION OF EROSION PRACTICABLE IN PORTIONS OF THE SITE WHERE CONTRUCTION 2 0+75 TO 6+00,RT. N/A NAG C-J50
CONTROL DEVICES WITH NO WORK IN OR AROUND EXISTING STREAM. 4.THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE SILT FENCE • - - - SITE HUNTERBVILLE,N.C.26 4
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,IN 3 6+00 TO 11+36,LT. NAG S75 GRASS S.R.121:
ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHT.C3.0 CONDITIONS.ADDITIONAL MEASURES MAY BE REQUIRED 78
PHONE:(7O4)696-8484
DOUBLE ROW OF HIGH - - _ 4 6+00 TO 11+J6,R7 NAG S75 _ GRASS _ 74 /-gyp
6.INSTALL SKIMMER BASINS AND INSTALL COIR MESH BAFFLES AS SHOWN. IF THE PROPOSED MEASURES CAN NOT FUNCTION AS • - @ H,qF %,9 ���
HAZARD SILT FENCE
7.INSTALL DIVERSIONS TO SKIMMER BASINS AS SHOWN. 3.SEDIMENT IS TO BE REMOVED FROM THE TRAPS,BASINS,AND INTENDED. 5 77+36 TO END,LT. NAG S75 GRASS R'?ass Po 0��i
DAMS WHEN STORAGE CAPACITY REACHES SEDIMENT GRAVEL IS TO BE • • • AA
SILT FENCE STONE OUTLET • - tY�e�- 6 71+36 TO END,RT. NAG S75 SS
GRASS �
CLEANED AND/OR REPLACED WHEN THE POOL NO S.TODFO BOUNDARY PROVIDED BY: Fes' SP�'p �,.
8.CALL THE INSPECTOR FOR INSPECTION OF SEDIMENT AND EROSION CONTROL LONGER DRAINS PROPERLY.DEWATERING OPERATIONS TO COE FORESTRY&SURVEYING
MEASURES ONCE INSTALLED. DISCHARGE TO A STILLING BASIN OR COMPARABLE MEASURE. 6638-A NC HWY 109 COIR MESH BAFFLES CivI
WINSTON-SALEM,NC 27107
9.UPON APPROVAL FROM INSPECTOR,BEGIN CLEARING AND GRUBBING SITE EXCEPT 4.SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT 336-769-0673 ` \U III 1
IN STREAM OR ADJACENT TO STREAM. BECOMESAPPROXIMATELYO.5'DEEPATTHEFENCE.THE SILT e e .`NA'(N CgRO�''
FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 6.SITE IS INTENDED TO BE BALANCED ON-SITE.IF NOT, CONCRETE WASHOUT g■1 �v��
10.COMMENCE GRADING OPERATIONS FOR LOTS AND PLACE ANY EXCESS DIRT IN ANY BORROW OR WASTE MUST COME OR GO TO A VICINITY MAP /
STOCKPILE AREA SHOWN. 5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY PERMITTED SITE AND OR FACILITY. 01 JO �E���r_
MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE ROCK CHECK DAM N.T.S. SEAL
11.ONCE GRADING ROUGH OPERATIONS ARE COMPLETE,SITE IS TO BE SEEDED AND COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL 7.STOCKPILE SHALL BE SEEDED AFTER 7 DAYS SITTING � / _ g 1 MULCHED PER SPECIFICATIONS.EROSION CONTROL MEASURES ARE TO REMAIN DISTURBED AREAS HAVE BEEN STABILIZED.ADDITIONAL CONTROL IDLE AND SILTFENCE SHALL BE INSTALLED 5'FROM \ \ ` I /-J- - _I
- lGI a'g,
INTACT FOR HOME CONSTRUCTION. DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO THE TOE OF SLOPE AREAS TO BE STABILIZED \ \ \\ \ _ 1 _ 09'393j�.E 20054 %ETC.•(•'7INEE0.•°�e�
CONTROL EROSION AND/OR OFF SITE SEDIMENTATION.ALL IN SEVEN(7)DAYS \ \ -_ -_--� __-_ --- �,.° `•Q-�.`
12.FINE GRADING AND HOME CONSTRUCTION SHALL THEN COMMENCE UPON TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE 8.SITE SHALL BE STORM READY PRIOR TO ANY EXTENDED \ ` \ \ \ I 1 - -- - _ � \' ''i'CC $••V' `INDIVIDUAL LOTS.BUILDER SHALL INSTALL SILT FENCE&CONSTRUCTION ENTRANCES CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. BREAKS IN CONSTRUCTION. \\ \ I \ ■ �� ___ ___ � p /ItIIU\I\�°
AS PER DETAILS ON SHEETS C3.0&C3.1 AS NEEDED TO ENSURE NO OFFSITE \ \ \ 1 ��I ■ T� 1\L\ j�__�_ --- _____________¢-�-
SEDIMENTATION. 6.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE 9. ; \I \ II 1 \\ / ■ I‘1\r ;--_-----__� _� 1 \
THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM GRAPHIC SCALE 1 / II I I / 1\\\\�\ •• --- I \ \ /
13.LOTS SHALL BE STABILIZED PER SEEDING SCHEDULE UPON COMPLETION OF FINE 1 \ 1 I I I / / / -/-\ 1 I
CONSTRUCTION AREAS.THE CONTRACTOR SHALL DAILY REMOVE I / I \ 1 I /
GRADING AND HOME BUILDING. MUD/SOIL FROM PAVEMENT,AS MAY BE REQUIRED. Bo 0 30 SD 120 24 , 11 11 1 \I / I I / 11 T4( / \ 11 1\ LI I/
I 1 I I I I 1 I I I 1 I I 1 I , I
14.ONCE ALL APPROVAL ARE PROVIDED BY NCDEQ AND/OR USACOE,INSTALL ! II ' \ 1 1 1 I III I , / I I 1 I 1 I I 1 ` \ BUFFERSS1 I 1\/ _
CONSTRUCTION ENTRANCE ON OLD SALISBURY ROAD AND INSTALL CULVERT WITH L, 1 1 /■I p / I I I I I I 1 1 1 \ '1 / /\
HEADWALLS BASED UPON APPROVED PERMITS FROM USACOE AND NCDEQ.ALL WORK 1 I I■ 1 I I I I 1 / / A7
WITHIN RIPARIAN BUFFERS SHALL BE STABILIZED AT THE END OF EACH DAY. ( IN '�"�) 1 1 I I 11 II 1 1 1 / 1 II/ I/ I I ; I / / / / / // I_11 11 \ 1\ \I 1 11 /'I I / /
1 inch= 60 ft <I vv I I 1 1 /� / I / 1 1 I I I I / / / I V I 1 / /F 1/
15.NOTIFY LOS INSPECTOR WHEN PROJECT IS READY FOR CLOSEOUT. EROSION I \ 1 I I I 1 I / I / I,/
I I II 1 I / \ \ \ \1 1 1 \\/` L RI VERFRO NT
CONTROL MEASURES SHALL BE REMOVED AFTER ALL CONTRIBUTORY AREAS ARE F I I I I I I / I I 1 1 / 1 1 1 1 :/i
I I \ / T
STABILIZED AND NCDEQ HAS AUTHORIZED THE MEASURE REMOVAL.BASINS TO BE I I " 1 I I I 1 I\ I I ' • l l l I I I I I \ III1\ \ \I , I / / VENTURES, LLC
FILLED WITH STOCKPILED SOIL. \ /1/ �\ `1 1 1 I / I ,1 I I`O ■ 1 I I l 1 I \ 1 \\ / I / I1 1 1I / /V / I / 1 / I ( 11 I I A - AI // ✓v /�I_ vv ` A I 1 1 I v \ <I ` `�f�/�,-_' • _ i / ,/ ( �/ I / I / ,}��//i ■v I /�r■■ I &COIR MESH vII /1 ///VV /''� L__ 1 v �� v __ l / / l I I ■ I I / / l 1 II l I .1 SkIMMER BASIN 1 J 11 //1 v/ _/
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\ \ \ \ \\\ /// / 714 7 �✓ - /// PROJECT NO.:2022.18
yy CULVERT 1 5009 TWIN 48" 177.6 CFS ].]5 FPS
} \ \ \\ \\ .\\ \��\ / / / // I :1- \ 1\ J\�,• `' /i �`��' \ PARCECPII�ID�8704-04-847294\ _ CULVERT 2 5t98 24' 13.72 CFS 6.17 FPS
\ I I \ 1 \\\ / / I/ \ / � \\ NANCYSEDMONDSON I SCALE:1'=60'
1 \\ \ \ \ \ \\\\ / + `I� V y� �13h"' .i \ -�IBA62OUGH) 1
\ \ \ \ \l PARCEL PIN ID:670404-74-9202 / / R 1 \ / DB 0562/PG 0782 /
l \ \ _C` /,�/ / \ 1 GENERAL NOTES: _ EMBANKMENT MAT7/NC• DRAWN BY:PAB
\ \ \ \ I. \\ ROBERT KIRKLAND BAILEY JR / <O / \--J, . / \ EX.ZONING RS BYPASS SYSTEM INTENDED FOR PERMANENT STREAM KS AN M
I VA DB1200/PG0108 ; // sO,o. // 2. KEEPCLEARINGANDE>CAVATIONOFTHESTREAMBANKSANDBED,AND II1
\ \ I I EX.ZONING:RS / °� �'�/ ///'/ s F TEMP.SANDBAGS CHECKED BY:MSL
\ I/ 4,^ \' SE,FENCE 1 \ 8F �.Jj' ♦ /�ARCELAMDATI6704-04$4Y128 \ \ APPROACH SECTIONS TO AMNIMUM. III 1
11- 7I
\ 11 25` �.'l de.r/zio,
ERIDADAWNWALLACE \ \ __ 3. INSTALL SANDBAGS TO STOP FLOWS IN STREAM USE PUMP TO BYPASS FLOWS FOR r7EMP.STONE OUTLET
\ gypp yS STONE OUTLET I \ ` _. 887. - ♦♦ / OF CULVERT -III DATE 09/20/2022
DB 0/PG 0178 O`
e9 TYP. �-1 - /�\ 1
I\ \ \ _ f �j/♦ = -/Y EX.Z ING:RS s ROLLEDRosory CONTROL PRODUCTS(RECPS)SHALL BE USED TO AID - -�' LET
\\\ J 2 /' ���/�/�\ \ •� / / PERMANENT VEGETATED STABILIZATION OF SLOPES z:t OR GREATER AND WITH EX.STREAM EX.STREAM
-6 �i i %/ � --\ L P / - 43 L•�„�' .. MORE THAN IO GF VERYC EF, FLOW y ■C11 ■■CI FLOIt�
1 I . KEY/ANCHOR MATERIAL AT TOP B BOTTOM OF SLOPE FOR EMBANKMENT MATTING.
tI.CONTRACTORS FULLY RESPONSIBLE FOR CONTACTING\\\ I O %'L�///�/i \\ _ _PAgGEL PIN �]04-04-84-fi143 1� r Ross NC FLL coMaACT Arvo STAB LZE TH[erPAss
N \\ / // , �I \ PARCEL PIN ID:67�-04-845105 _ ANDR .TYSINGER \ ,\ SHEET NO:
® T CONSTRUCTION. P,Ag9,,pJIfJ Ss/ -308� \N \JOSEJUIQRUBIO MARTINEZ /6�2434/PG 1800 a INSPECT PERMANENT STREAM CROSSING PERIODICALLY AND AFTER MAJOR WA � graMpligliEglif
U zl.UTILITIES
RinAciaa so LOCATEOPRLATE PARTIES D
ETORI POIACIx•cNG THAT EeAawTcnoes \ \/ ' [� g6rl� - �D82444)PG 0382(�.�_� �.E�.'.ZONING:RS STORMS TO CHECK FOR CHANNEL BLOCKAGE,EROSION OF ABUTMENTS,CHANNEL l -
pARCELPND:6]04-04-74-9132 ,- i /�i ' }TARE IM� \\ DEGRADATION,SLOPE FAILURE,AND PIPING.MAKE ALL NEEDED REPAIRS
Li USNGFIAGT,ETC.ASNECESSARYTOINSURESAFETY '-`\ BRITTANVLGREENE PARGECPINIO: '�'' rSHERMAN \� ��\\\-FX,ZONING:RS '�\ \ IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE INSTALLATION. 11I II -III
\ \ DB 2378/PG 1683 -�04 -83-29y�4i , /' '' 3y/PG 0640 \ / \ _-- ll
L PAVEMENT CUTS,ACCORDING
�- III l �1 �j 2 . 1
UC BE CARLIA DEPARTMENT
OE TRANNORTATIOFmENORTH \ EX.ZONING:RSA��i'-JOSEPMSISt % ''. ZONING:RS��� \ '- \���` i ��\� �- \
Know what's below. ARCLIry DEPARTMENTDFTR TRANSPORTATION. cHruvse� i STREAM PUMPAR©UNDDETAIL
(II n.SHORING WILLSE ACCORDING TO OSHA TRENCHING , > ; laEn2yvG-2ef ;-- - FOR CULVERT INSTALLATION
R
CI Call before you dig. so.DARDSPART1926SUBPARTP,ORASAMMENDED _ 'i
I rv.r.B.

SEEDBED PREPARATION NOTES
Er
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TOi i\WI z.::
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WON AVAILABLE
TOPSOIL 3'DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED
PREPARED DEPTH SHALL BE 4"TO 6"DEEP. IF SOILS ARE LATHAM-WALTERS
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6'TO 8'. L=THE DISTANCE SUCH THAT POINTS
3. LOOSE ROCKS,ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED A&B ARE OF EQUAL ELEVATION ENGINEERING,INC.
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT
AND MAINTENANCE OF VEGETATION. N.C.CORP.LIC.C-1815
MATERIAL FROM
4. LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS \/ A L B DITCH EXCAVATION 16507-A NORTHCROSS DRIVE
WITH pH HIGHER THAN 6 NEED NOT BE UMED. IF pH IS NOT /\////.//‘ /\� ���\� HUNTERSVILLE,N.C.28078
KNOWN,APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW. \ i\\.\\.\�i\/v/vv \/ / PHONE:[phone]
APPLY LIMESTONE AND INCORPORATE INTO TOP 4'TO 6"OF SOIL �X\//\//\///�/A / \\�� \ GROUND LINE 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF \/,., \jam\a\
NO SOIL TEST HAS BEEN PERFORMED,APPLY FERTIUZER ACCORDING ^\\ />>.//,/
TO SEEDING SPECIFICATIONS BELOW. • '‘\ '
6. ROUGHEN SEEDBED SURFACE PRIOR TO APPUCATION. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1.
7. SEE TABLE BELOW FOR STABILIZATION TIMEFRAMES FOR VARIOUS
DISTURBED CONDTONS. , 2�
���� erg® CLASS B STONE 1'-2'BASE
PERMANENT SEEDING SPECIFICATIONS-8 ��';��'�,..0,. 9"MIN. W y�iif��'t�' NOTE SEED TEMPORARY DIVERSIONS IMMEDIATELY AFTER CONSTRUCTION. .sss'CN GARO'''
9001-4
LOW MAINTENANCE AREAS TEMPORARY SEEDING SPECIFICATIONS-TS �'s._er r3A igili/}tO�rttOHO iE°,r.-
STEEP SLOPES OR STONY,SHALLOW OR DRY SOILS •�..N, ,.�.yfffi:I'...411I :!..,t. FLOW TEMPORARY DIVERSION DITCH DETAIL SEAL
��t • -
S 764 •
DATES TYPE DATES TYPE RATE AMENDMENTS CLASS B ST. �� 4'TO 6't N.T.S 6Ar072.8 g`
RATE '��� %q�°°• 9�p/"'- P�
JAN.1 -MAY 1 RYE(GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND 1�� %�(`F,ICINEEQ^'•(-.`
AUG.25-SEPT.15 TALL FESCUE 100 LB ACRE FEBi� -
.15-MAR.21 ANNUAL LESPEDEZA 50 LB/ACRE AGRICULTURAL LIME- TYPICAL LONGITUDINAL SECTION L •..
FEB.15-MAR.21 KOBE LESPEDEZA 40 LB/ACRE STONE AND 750 LB/ O .,x L S �Pss`
OR KOBE I111111,,,0`
GENTLE SLOPES,AVERAGE SOILS ACRE OF 10-10-10 �Ol
FERTILIZER CHECK DAM r 7.5'MIN.
DATES TYPE RATE AMENDMENTS CLASS BSTD-
DATES TYPE RATE MAY 1 -AUG.15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND '�C." ��_"
LSOMETRIC HER 1
AUG.25-SEPT.15 TALL FESCUE 80 LB ACRE AGRICULTURAL LIME- .�� ���
STONE AND 750 LB/
FEB.15-MAR.21 KOBE LESPEDEZA 30 LB/ACRE ACRE OF 10-10-10 NOTES.' 'NMI••.�T+1 PIPE a /P-RAP ON m
FERTILIZER I TYPICAL CROSS SECTION MAY ALSO BE USED IN OTHER DITCH SHAPES. '��'�00:0':e FILTER FABRIC /
,';''';,';: FILTER CLOTH //
HIGH MAINTENANCE AREAS DATES TYPE RATE AMENDMENTS 2.V/E CLASS OF STONE SHALL BE AS DIRECTED BY THE ENGINEER, ltiS;1: 7
AUG.15-DEC.30 RYE(GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND EXCEPT WHERE SHOWN IN THE PLANS 'NVP 2 RIVERFRONT
GENTLE SLOPES,SOILS WITH AVERAGE OR BETTER MOISTURE,COOL SITES AGRICULTURAL LIME- '�
STONE AND 1000 LB/ TYPICAL CROSS SECTION VENTURES, LLC
ACRE OF 10-10-10
DATES TYPE RATE FERPUZER ROCK CHECK DAM DETAIL C
AUG.25-SEPT.15 BLEND OF TWO TURF-TYPE 200-250 LB/ACRE N.7S.
TALL FESCUES(90%)AND
TWO OR MORE KENTUCKY MULCH SHALL BE APPUED AT THE RATE OF 4000 LB/ACRE STRAW. 3409 UNION GROVE RD
BLUEGRASS VARIETIES(10%) STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH Q10 A B C THICKNESS RIP-RAP
ANCHORING TOOL. END # PIPE/SIZE (cfs) (ft) (ft) (ft) (in) CLASS WINSTON SALEM,NC 27127
PHONE:[phone]
GENTLE SLOPES,DRIER SOILS,PHYSICAL UMTATIONS GRADED SLOPES AND FILLS-THE ANGLE FOR GRADED SLOPES AND FILLS CULVERT 2 24" 13.7 6.0 75.0 13.0 21 CLASS B [e-mail]
SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY SKIMMER BASIN OUTLETS VARIES <1.0 5.0 5.0 70.0 72 CLASS B
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
DATES TYPE RATE STRUCTURES.
SLOPE DRAIN OUTLETS 18" VARIES 6.0 70.0 70.0 27 CLASS B
AUG.25-SEPT.15 BLEND OF 50%KY-31 TALL 200-250 LB/ACRE
FESCUE AND 50%MIXTURE NOTE NO RIP-RAP OUTLET FOR CULVERT 1 DUE TO EXISTING STREAM.
OF TWO OR MORE TURF TYPE ,SILT FENCE RIP-RAP OUTLET DETAIL
TALL FESCUES
N.T.S.
SPACING GUIDE FOR SLOPE BREAKS NO.57 WASHED STONE
SLOPE SPACING(FT.) --' � V
1'-6"MIN. //\
GRASS-LINED CHANNELS,AVERAGE SOILS STEEP SLOPES 2:1 20' boy CLA55 B STONE 0)
DATES TYPE RATE J:i 35' ----.... STEEL POSTS ONLY CV
AUG.25-OCT. TALL FESCUE 200 LB/ACRE OR 4.i 7 Z N
4-5 LB 1000 SF LONG SLOPES 15-25% 50' a
/ 10-15% 80' __ W FILTER FABRIC OR COIR MESH
.VO ==::::::=:=::: ;• (SEE NOTES BELOW) 0
GRASS-LINED CHANNELS,DRY SOILS 6-10X 125' - - 11111R.�N��ANi SLLTLE�CE
3-6R 200' a BACK-FILL TRENCH W/
CROSS SECTION '""' a;::i:;z-�_i:L;:y:, COMPACTED SOIL Z w
• D:::.::'::p::i - Q
DATES TYPE RATE G3X J00' :..:........::R:6>:•.,.•?:.ar::9" I m z
APRIL 15-JUNE 30 COMMON BERMUDA GRASS 40-80 LB/ACRE OR PER NC DEW ncrscu CHAPTER 6.02,TABLE c.aze F`y TOP VIEW - > O
1 -2 LB/1000 SF
-2' - 0
Ur
AMENDMENTS SHALL BE APPUED AT THE RATE OF 4000 LB/ACRE OF GROUND TEMPORARY SEEDING MAINTENANCE: RESEED AND MULCH ALL AREAS COAGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER. WHERE SEEDUNG EMERGENCE IS POOR,OR WHERE EROSION OCCURS. Z 0
DRY SOIL GRASS-LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. ANCHOR SKIRT 4"MINIMUM �_/
AGRICULTURAL LIMESTONE MID 500 LB/ACRE OF 10-10-10 FERTILIZER. PERMANENT SEEDING MAINTENANCE:GRASS MUST BE MOWN TO W %WW,,W ^ F-
MULCH SHALL BE APPUED AT THE RATE OF 4000 LB/ACRE OF STRAW. /®�P
STRAW SHALL BE ANCHORED BY NETTING OR MULCH REDUCE COMPETITIVENESS WITH PERMANENT OR LONG TERM 4A®� % ® W
ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS VEGETATION. RE-SEEDING SHALL BE PROVIDED AS NEEDED TO 0000®4C./ �0�0®®� V J J
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH. ENSURE ADEQUATE GROUND-COVER. wOVEN FILTER FABRIC 0MV� :�y�. :i ®O�
>OOP > � AAQ " 2 <9 Z
�•"•imi•••N^-+ xe_L 8'max.standard strength fabric with wire fence �/ 0
YAM :II 11 11�1 1 I:I' 6'max extra strength fabric without wire fence L.f� Q
STABILIZATION T/MEFRAMES i li:ii H II 11.=11 II II 11=11/H 1i=1 9
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS II:11II::�I:II:.RI1L1L11.1I.Ir.=IfII. C L1111:11#6.11..1 ' `
11=1111. M1'=11 II 11.�1 1 /II 11. 11 +*" a'®w®+*®v w®+*®+T a'®+*®+*® d�:Z:�1'%fO�O'0��00'Oe v
® PERIMETER DIKE$$WALES DITCHES AND SLOPES 7 DAYS NONE =11=11 II ��II--II WOVEN FILTER FABRIC *. . •le,'® ®®
III �1=�I �I .�=�-A#<.11=1 OR COIR MESH 'p®® ®®® ® ®®®�°OI... J �®��0.
OI HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE (SEE NOTES BELOW t p:0®®p.:::$/t .. ®®®®®®®® •.........0.:.:............4 ........ ry
SLOPES STEEPER THAN S I 7 DAYS IF SLOPES ARE 10'STEEPER THAN 2.'1,OR1 LESS IN LENGTH AND
ALLOWED. ARE NOT- FRONT VIEWz. ) 00®�0s�0i•°•.00•I�4•'.�•• ®®®®®�®® ®®®®®�®,4�.....p�00®®®0...•�00®®4......000®000� L LLJ DL Z
IZ.SLOPES 3::1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH '•0••0 s1••e5''•...�®®®���®®• ® C�IOA�®® ®®` t 000� 0
•i••4•®JeJ�S$is.•re•••e0n0s�•r°•r•.••0®®O®••••000 ®®®:®® ��s•se••®®•i®� J CO
[�ALL OTHER AREAS WITH SLOPES FLATTER 7NAN 4:1 14 DAYS NONE,EXCEPT FOR PER/METERS AND NOW ZONES " t >S, v 1 I e9_s0� .�• gG-a•v!„.__t; CO
sm2. CO
SEEDING SCHEDULE&NOTES SILT FENCE STONE OUTLET d 1111 11=111 111E111E111E111E111E111E111EI I I=111E111E111EI 11E1 11EI I I=111 j I I-1 I EI 11= 0 Q
N.LS 0
-1T111 EI111T11T111 111I11I H EI H 11T11T1T11T1T1IT1 rIT1T11T1T11T1T1ITITT IT1 IT1 T 1ITIG1111 l l l 11 U LL
1E11 I 1-1 11=_: Ill-111E111=111-Ill-Ill_l 11-111 Ill-111E11�111=111=1I= E= T
-ITT- =TIm11 1IIIITIilvim,=in -T 11[IIITII1MITI ITlj11l _ II J
W
50'
MINIMUM PUBLIC NOTE:
STREET
GENERAL NOTF4
� � 15" CONCRETE OR CMP CULVERTS SHALL 1.CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC REVISIONS
BE USED AS NEEDED FOR DITCH CROSSINGS. FILTER FABRICS.(REFER UI TABLE 6.626 IN THE NC EROSION CONTROL DESIGN MANUAL FOR
6"MINIMUM THICKNESS MATERIAL PROPERTY REQUIREMENTS.)
�FIL TER FABRIC UNDER STONE 2.ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES
EXISTING NOTES:
K
GROUND ABOVE THE GROUND SURFACE.
1. PROVIDE 6"MINIMUM 3.COIR MESH SHALL BE USED IN LIEU OF WOVEN FILTER FABRIC FOR
50' STONE DEPTH INSTALLATION OF BAFFLES INSIDE BASINS AND TRAPS.
/ MINIMUM 15"CMP TEMP.CULVERT 4.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
2. USE#5 WASHED BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER
`-'0`-'0‘-'0`-'0`-'0`-'0`-'0`-'0`-'0
Os'Os'Os'Os'O"O"O"O"O CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
O O O O O O ,TO
O O FOR DIVERSION DITCHE % STONE AND
12 O O O O O O O O O PUBLIC , • RAILROAD BALLAST S.SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO
MIN. O O O O O O O O O STREET AS NEEDED - It , MIX THE UPSLOPE SIDE OF THE POSTS.EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF
/ 000000000000000000 % I � , THE TRENCH FASTEN THE WIRE REINFORCEMENT,THEN FABRIC ON THE UPSLOPE SIDE OF
3. INSTALL SOIL THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
1 STABILIZATION STRENGTH.
%
FABRIC OR 4" 6.WHEN A WIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A MAXIMUM OF 8 FEET APART.
B COMPACTED ABC SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
GENERAL NOTES: STONE UNDER 7.EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE
LA STABILIZED PAD OF STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR ,�� ENTRANCE MESH SUPPORT FENCE. ECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
LEADING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. PLASTIC ZIP TIES SHOULDS HAVE MINIMUM 50 POUND TENSILE STRENGTH.
4. ANY AGGREGATE 8.EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG
STONE SHALL BE 2""{O 3"COARSE AGGREGATE , TRACKED INTO THE THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.(SEE DETAIL)
ROADWAY MUST BE
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWEING SWEPT BACK ONS/TE 9.PLACE 12"OF FABRIC ALONG THE BOTTOM AND SIDE OF TRENCH. PROJECT NO.:2022.18
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP ON A NIGHTLY 10.BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. -
DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF SILT FENCE CURB BASIS THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. SCALE:N.T.B.
ANY MEASURES USED TO TRAP SEDIMENT. &GUTTER 5. MINIMUM LENGTH OF 11.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES
DRAWN BY:PAR
ENTRANCE=25'
5 ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED . MAINTENANCE NOTES:
20 IMMEDIATELY. ik CHECKED BY:MST.
1.FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY _
co 0
4111111111
18 RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH DATE:09/20/2022
WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
Q STREET WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
(_ STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. 2.SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
LL_I OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY,THE
0 FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL. FABRIC SHALL BE REPLACED PROMPTLY.
STABILIZED
Tin CONSTRUCTION
ENTRANCE/EXIT A n vi- 3.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILTCD SHEET NO:
CH
U) STABILIZED CONSTRUCTION GNIMNCG/EAI! CONSTRUCTION ENTRANCE FENCE SHOULD BE REPLACED.O.THEY MUST BE REMOVED WHEN DEPOSITSIT EEAIN
PLUCK HALF THE HEIGHT OF THE BARRIER. RANYEM SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM A A .0
N.TS. SINGLE FAMILY LOT TO THE EXISTING GRADE,PREPARED AND SEEDED.00
■/V-J{■
N.T.S
CV SILT FENCE DETAIL
N N.T.S.

STRAW BALE BARRIER CONCRETE WASHOUT IA\WE
18 MIN. STAKE(TrP.) LATHAM-WALTERS
SILT FENCE � ENGINEERING,INC.it
SILTFENCE 1111:11mm� N.C.CORP.LIG C-1815
SILT FENCE
16507-A NORTHCROSS DRIVE
II HUNTERSVILLE,N.C.28078
B B PHONE:[phone]
STAPLES Y4"D/A.4"STAPLE BINDING WIRE
A IP
\ / (2 PER BALE),I. MID
§ IP z g
s IP ' § \/ •Eim I• •III
PROPOSED HOUSE •O HOUSE PROPOSED HOUSE PROPOSED HOUSE , , STRAW BALE 1
FOOTPRINT FOOTPRINT FOOTPRINT FOOTPRINT
� I
1U1NL/ /
A .
A .
„ ,/\ mmmm WOOD DR a
NATIVE MATERIAL METAL STAKES ,.‘`„,CN CAR0''0%-_'�'
(OPTIONAL) (2 PER BALE) O•°pFEss/C•�f S =
STRAW BALE $g AidO \4
PLAN (TAR.) SECTION B-B /=1 SEAL
RAm. = 7 1764 °
WITH STRAW BALES ya Q
CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE %/'°•°•F EQ' `Z',:
.. NOTES: .,,/YELL S. LP
SILT FENCE PAVED STREET CONSTR UCTION ENTRANCE PAVED STREET PAVED STREET PAVED STREET T"IIL11111AA5`'.
LETTERS A MINIMUM 1. ACTUAL LAYOUT DETERMINED IN FIELD. 6. SILT FENCE SHALL BE INSTALLED AROUND
TYPICAL LOT TYPICAL LOT TYPICAL LOT TYPICAL LOT OF 5"IN HEIGHT PERIMETER OF CONCRETE WASHOUT AREA
i7 Tl 2. INSTALL CONCRETE WASHOUT S/GN(24"524", EXCEPT FOR THE SIDE UTILIZED FOR
A U 11 MINIMUM) WITHIN 30'OF THE TEMPORARY ACCESSING THE WASHOUT.
9 CONCRET CONCRETE WASHOUT FACILITY. 7. A ROCK CONSTRUCTION ENTRANCE MAY BE
II WASHOUT I I 3. TEMPORARY WASHOUT AREA MUST BE AT LEAST NECESSARY ALONG ONE SIDE OF THE
INDIVIDUAL LOT EROSION CONTROL PLAN 50'FROM A STORM DRAIN, CREEK BANK OR WASHOUT TO PROVIDE VEHICLE ACCESS
N.ES I I PERIMETER CONTROL.
I I 4. CLEAN OUT CONCRETE WASHOUT AREA WHEN 50S FULL. RIVERFRONT
VENTURES, LLC
CONCRETE WASHOUT SIGN DETAIL 5. THE KEY TO FUNCTIONAL CONCRETE WASHOUTS
IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, CONCRETE WASHOUT
AND REGULAR CLEAN OUT.
STRAW BALES OR ABOVE GROUND
NOT TO SCALE 3409 UNION GROVE RD
WINSTON SALEM,NC 27127
EMERGENCY SPILLWAY 6'FREEBOARD (MIN.) 2.0' SPILLWAY PHONE:[phone]
5' [e-mail]
SKIMMER WY ROPE ATTACHED-\
SEE SKIMMEER DETAIL BELOW � _;._�ELEV.-SEE TABLE
0.5' - t
EMBANKMENT STABILIZED
SELECTED FILL WITH VEGETATION
PLACED IN LAYERS •
2:1 SLOPE MAX.
AND COMPACTED
`'
ELEV.-SEE TABLE I' 4•PVC PIPE II illyii
r _ END ELEV.-SEE TABLE TEMPORARY OR OR PERMANENT LINER
-1 -- - INSTALLED PER MANUFACTURER N---CLASS B STONE PAD " II (SEE TABLE FOR PRODUCT) z N
4'x4'x1'MIN. RIP RAP APRON
SEE BELOW AT OUTLET-5'x10'x12'THICK
O v H
0
CUT-OFF TRENCH \N� ��\\ ZUJ
22S DEEP,3'
BOTTOM
O �j/\{\�i1� /�\^%///\�\��/j� z
' 3 �'~ //a'�" DITCH# STATION TEMPORARY LINER PERMANENT LINER > O
SECTION THROUGH EMBANKMENT eL �o '�\; / u -
DRAINAGE BASIN �, W /��/� i. 1 0+75 TO 6+00, LT. NAG C125 GRASS o 0 J
BASIN AREA 010 SURFACE AREA SURFACE AREA VOLUME VOLUME SIZE TOP EMS WEIR BOTTOM OUTLET WEIR 4"PVC o
�//
NUMBER (AC.) (CFS) REQUIRED(S.F.)PROVIDED(S.F.)REQUIRED(C.F.)PROVIDED(CE) W x L ELEV.. ELEV.. ELEV.. ELEV.. LENGTH LENGTH �'/jy/�� // \\/' 2 0+75 TO 6+00, RT. N/A NAG C-350 CO Z O
1 2.16 9.0 2940 2983 2523 5158 42 x 70 698 696 694 693.5 5 30 \ ////IL,/>1%
��� T -
3 6+00 TO 11+36, LT. NAG S75 GRASS X fY
2 1.13 4.7 1541 1588 2034 2588 IRREGULAR 698 696 694 693.5 5 30 \� U'
3 9.13 38.2 12405 12833 13603 23666 IRREGULAR 716 774 712 711.5 5 30 //�//)\/ 4 6+00 TO 11+36, RT NAG S75 GRASS CI) w I-
V--DITCH DETAIL (TYPICAL) 5 11+36 TO END, LT- NAG S75 GRASS ° Z
6 11+36 TO END, RT. NAG S75 GRASS -
NOTE-:ALL DITCHES MUST BE STABILIZED PRIOR r 0 0
NOTES: TO ACCEPTANCE INTO THE STATE ROAD SYSTEM. <11 Q 0
L.L
1.LOCATE THE SEDIMENT INLETS TO THE BASIN THE GREATEST DISTANCE FROM THE PRINCIPLE SPILLWAY. }
2.ALLOW THE MAXIMUM REASONABLE DETENTION PERIOD BEFORE THE BASIN IS COMPLETELY DEWATERED-APPROX.48 HOURS. DITCH DETAILS
3.REDUCE THE INFLOW VELOCITY AND DIVERT ALL SEDIMENT-FREE RUNNOFF WHERE POSSIBLE.
SEDIMENT BASIN W/SKIMMER N.T.S. J CO 0
N.T.S,
CO O -ICO-/�
MAINTENANCE: 0 1AO''
1. INSPECT SKIMMER BASIN AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAIN EVENT 4IN.OR GREATER), I 12
2. REMOVE SEDIMENT WHEN ACCUMULATON REACHES HALF THE HEIGHT OF THE FIRST BAFFLE. 0 w
ENT
3. REPAIR BAFFLES IF DAMAGED.RE-ANCHOR BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND
DEWATERING PIPE ATTACHED 4. REMOVE ANY OBSTRUCTIONS FROM SKIMMER,SKIMMER ARM,AND BARREL. ZIA STRAPS SUSPENDING INLET
TO RISER,DETENTION BOX, OT sURTgOE
OR END OF SKIMMER AS ROPE ATTACHEDINLET ZONE 25%
DESIGNED BY ENGINEER TO SKIMMER 5. REMOVE ALL TRASH AND OTHER DEBRIS FROM SKIMMER AND POOL AREAS. of SURFACE
SKIMMER SHALLOW PIT EXCAVATED INLET ZONE RSA OAT ,
UNDER SKIMMER or SURFACE AREA
t Rf_� REVISIONS _
\H� GENERAL NOTES: 4'OUTLET END
r1W."11° EMBANKMENT F��� of OUTSETSURFACETAP AREACONNECTED TO fill
70_
' , F
V 1. DRIVE 5'STEEL POST AT LEAST 24" RISER OR PIPEpit;" I
TO FORM BASIN �� INTO SOLID GROUND. THROUGH EMBANKMENT ` � 4 II, =�_F Rk'-uNEs Q P III;( /� 2. USE STAPLES 1'APART HORIZONTLLY vSPILLWAY SEE 1 E /'iDETAILS � I.��� 3 1TI p6�f'I /g /I` % AND VERTICALLY TO ATTACH THE
■■ 7` yy /II;101
/I,I /���'�� /II� ` FILTER FABRIC TO THE WIRE FENCE. INLET SCREEN/DOOR
_ /III III I/I/ I//I• ip, W/ORIFICE INSIDE(D)
M F OW �E/,//l III/I IIII III I/r �:A.: X 3 THE CAPPROVEDEPLAN ACCORDING TO
BAFFLESCOIR :SEE '� / �- /���%// �//I II%i 1// 11* ) 4. THEELOOROETHEBASININTHEARM ASSEMBLY INLET EXTENSION(C)
DETAILS FORALTERNATING Q /I `.'tt BARREL PIPE OR ARM"CONSTRUCTION ,I WEIRSATTI�• `-III 111 i711 �24J�I OUTLET ZONE AND BERMS SHOULD lam\= (B)
,// / i/ BE SEEDED IMMEDIATELLY AFTER
ii w 1/1 / j�y -'' f tat 1 THE BASIN IS CONSTRUCTED, 'C"ENCLOSURE
DIVERTED TO UPPER / / ai f FLEX HOSE(A)
1 INFLOW FROM SIDES
END OF BASIN TO I Y�1:. �' ;
PREVENT"SHORT �• �•r'� A7ER ENTRY UNIT
CIRCUITING' / I I \\ Ti OU PERSPECTIVE VIEW
LARGE SEDIMENT > rLel
STOIN RAGE O
GE PEND D�
A4 / DITC/y PVC END PVC VENT SCHEDULE 40
BASIS FORNV H4NN TO 4'-0"MAX.SPACING X CAP PVC ELBOW PIPE PVC PIPE
X-x,_ PROJECT NO.:2022.18
-_4
(TYPICAL) 1 ' ���I, WATER SURFACE ...AMM E� _ -
ImEg�I_ag�� SCALE:N.T.S.
•TIN{�{ 1• PVC END CAP j`�AU
CD SCHEDULE 40 \� BASIN I SKIMMER A B C D DRAWN BY:PAB
LENGTH TO SID..110 PVC PIPE SIZE FLEX PVC INLET ORIFICE - -
N INFLOW SPA UPPER UNNL ss S LONG Eo DE ' s STEEL POST HOSE ARM EXT. SIZE
PVC HOLES ORIFICE CHECKED BY:MSL
-f3 END OF BASINPP BOTSMATOM IS w FLOW .� PVC TEE i/2'HOLES PLATE i 1.5 7.5 1.5 1.5 1,25 DATE:09/20/2022
(n INSTRLUCTIONS _SEE . IN UNDERSIDE
J ., PVC TEE CLASS B STONE PAD 2 7.5 7.5 1.5 7.5 1.00
COMPACTNOTE SPILLWAY PLACEMENT WHENEVER FLEXIBLE HOSE 4'x4'0'MIN. 3 2.0 2.0 2.0 2.0 2.0 - -
1.1.D TRENCH
NOF IN THE FILL FOR THE DAM TO MINIMIZEETHE CHANGE OF FAILURE.,RACE THE SPILLWAY .RE MUST BE TAKEN WHENFENCE AND FABRIC A.I- THE SPILLWAY IS IN FlLL TO FOLLOW THE INSTALLATION INSTRUCTIONS AND KEEP OUTFLOW ON THE FABRIC BURIED IN TRENCH
LLJ LINING AND OFF THE ERODIBLE FILL - I
\\��\\,` IIyy k'y
Q I II_I II€ I IT I,IIII IIIIP" BOTTOM SURFACE V J-6.
SOME REQUIREMENTS MAY CONFLICT WITH PERMANENT DETENTION BASIN STANDARDS,IF THIS IS THE I Ilrl -1L SHEET NO:
AT CASE.THE SEDIMENT
THE NEEDED LDOHR(WHENNT.EFFECT. sSUCCESSFUL BE LY,ABIu°o DURING BasNNSTRCONVERTED TO 111= END VIEW FRONT VIEW
U THE PERMANENT CONFIGURATION.
LL) BAFFLE INSTALLATION DETAIL ^//��
SKIMMER BASIN COMPONENTS-PLAN VIEW N.T.S.00
l .
N.T.S. FAIRCLOTH SKIMMER J
N SKIMMER BASIN DETAIL N.T.S.
(V N.T.S.

WE
1 LATHAM-WALTERS
LENGTH AS NECESSARY HARDWARE CLOTH BETWEEN
TO GO THRU DIKE STEEL POST 4'MAX POSTS AND COVERED=Y STEEL POST ENGINEERING INC.
SEDIMENT PR _ STONF
RIP RAP Pc WASHED STONE NOT REQUIRED IF BASIN WIRE FENCING HARDWARE CLOTH N.C.CORP.L C.C-1815
FILTER BERM IS LOCATED DOWNSTREAM WASHED STONE
PIPE (CLOS 30.12) OF PIPE OUTLET. (IF APPLICABLE) (NCDOT#5 OR#57) WASHED 16507-A NORTE,N.C. DRIVE
(VOLUME PER CLOS 30.12) 30" STONE HUNTERSVILLE,N.C.28078
2 SEDIMENT PIT SILT (NOOOT#5 PHONE:[phone]
1.5'MIN. 1r FENCING - 24" OR#57)
FLEXIBLE PIPE
TIE DOWN 10'MAX.SPACING Z' 12 �X ~W
TIE DOWN AT END '.• /\\ /� •\\ \
4'(MIN)' - . �/ \ \ \ \ \\\\ \\\\\ \\\� ` \1 ,
1 II y�v vv Y vyv vv�v �H"CAR
DIAMETER CD) *' \�O,w \ \\ \\ j\\ �.\// \\/// \j \ �//��\ \,\/\\/\\\\/ \ \\�\\ J // HTNDH
� C�{W'-;
p� • X `/"\.YM''h BACKFlLL S '11
-$ 5 '����))) ,?- AKES _ 7 1764EfiT4ATj,•z f.
i LF. EARTH DIKE
'AT LESS THAN 19.SLOPE RIP-RAP APRON % -�
FICINE . ��
EXTEND TO EDGE OF DISTURBANCE iX,��L L 5 \P�'`�`
GENERAL NOTES: MAINTENANCE NOTES: ,,,Iliwo.°`
CONSTRUCTION SPECIFICATIONS:
1. SEDIMENT FILTER OUTLET HARDWARE CLOTH SHALL BE 24"HIGH AND T. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE DIKES CARRYING RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET HIGHER AT ALL POINTS THAN THE STONE SHALL BE A MINIMUM OF 12"HIGH. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
TOP OF THE INLET PIPE. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING BANDS. FLEXIBLE PIPE UNLESS THEY ARE INDIVIDUALLY DESIGNED, SECURELY USING APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL
SHOULD BE STAKED ON EITHER SIDE. SIZE THE DRAINS AS FOLLOWS: BE KEYED IN A MINIMUM OF 12 INCHES IN LENGTH AND 2.THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT
BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE THAT HAS CLOGGED OR REMOVED IT.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF EMPTYING INTO A CLOTH TO BE SAME AS STD. #30.09 (19 GAUGE, 1/4"SPACING). 3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
DISTURBED AREA. MAXIMUM DRAINAGE AREA PIPE DIAMETER
PER PIPE(ACRES) (INCHES) 3. POSTS SHALL BE NO MORE THAN 4 FEET APART. REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIM£UT
4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE SECTION SHALL BE DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET RIVERFRONT
HAND TAMPED IN 4"LIFTS TO THE TOP OF THE EARTH DIKE. 4. SITE OUTLETS AT LOW AREAS IN CONJUNCTION WITH AND ALONG LONG IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
0.1. 15 EXISTING GRADE, PREPARED AND SEEDED. VENTURES, LLC
>1.00 18 RUNS OF ART FENCE AT IS ALS NO CLOSED THAN FEET.
5. FOLLOW-UPAH STINSPECTION AND ANY NEEDED IBLETPARTY SHALL BE PERFORMED AFTER DRAINAGE AREA TO OUTLETS SHALL NOT EXCEED 1/4 ACRE
EACH STORM BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT.
5. EQUIVALENT ALTERNATIVES MAY BE USED WITH PRIOR CITY
6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, TAKING CARE APPROVAL.
NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE 3409 UNION GROVE RD
NOT TO SCALE NOT TO SCALE WINSTON SALEM,NC 27127
PHONE:[phone]
SILT FENCE justinWlycoproperties.com
FLEXIBLE PIPE SLOPE DRAIN OUTLET J
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STEEL POST
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WIRE FENCING\, WIRE FENCING I W Z O
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TRENCH
COMPACTAND
GENERAL NOTES: BACIIFTLL LLI1 CO O
1. WIRE FENCING SHALL BE A MINIMUM OF 32"IN WIDTH AND SHALL HAVE O
MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING.
2 WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A J (/r
PERIOD OF MORE THAN 30 DAYS. O v
3. STEEL POSTS SHALL BE 5'-0"IN HEIGHT AND BE OF THE SELF-FASTENER (v) O
ANGLE STEEL TYPE U �/
4. WIRE FENCING SHALL BE AT LEAST(ID GAGE WITH A MINIMUM OF 6 LINE ❑ I.J�
WIRES WITH 6"STAY SPACING. MAINTENANCE NOTES: J 1, 1
5. TURN SILT FENCE UP SLOPE AT ENDS 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR 0 W
6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE HIS AGENT IMMEDUTELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL.ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY
OF SLOPES GREATER THAN 10 FEET VERTICAL(2:1 SLOPE)
] ORANGE SAFETY FENCE IS REQUIRED AT HACK OF SILT FENCE WHEN GRADING 2 SHOULD THE FABRIC DECOMPOSE OR BECOME I PRIOR TO THE END OF
STILLINEFFECTIVE
THE EXPECTED USABLE LIFE AND THE BARRIER STILLS NECESSARY,THE FABRIC
IS ADJACENT TO SWIM BUFFERS,STREAMS OR WETLANDS(REFER TO SWIM SHALL BE REPLACED PROMPTLY
BUFFER GUIDELINES).THE COLOR ORANGE IS RESERVED FOR USUAL
IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT REVISIONS
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
B. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE
FENCE PREPARED AND SEEDED.
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10.DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS,DITCHES,WATERWAYS OR
OTHER AREAS OF CONCENTRATED FLOW.
NOT TO SCALE
HIGH HAZARD _
TEMPORARY SILT FENCE J
PROJECT NO.:2022.18
S-CALE:N.T.S.
D-RAWN BY:PAB
C-HECKED BY:MSL
(/) D-ATE:09/20/2022
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PART II,SECTION G,ITEM(4) LATHA111-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-)8)5
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 non-surface 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 an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, HUNTERSVILLE,N.C.28078
(0) Dewaterina discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from Inc sediment basin.Examples of appropriate controls include properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, PHONE:[phone]
(d) Vegetated,upland areas of the 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 e 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 ,001iirit,,,,
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C.REPORTING ,,,,,,c,0 CARO
Self-inspections are required during nomual business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported .S.''.0*.
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviatton shall be kept on the site.The Permittees shall report the following occurrences:
0 s.`e,I M''r-.
personnel to boo jeopardy,the inspection may be delayed until the 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. • SEAL
which it is safe to perform the inspection.In addition,when a storm event of equal to or 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 self-inspection shall be ..,.r.. ii, 1764 :-.7,lz,
pedormed upon the cornmencement of the next business day.Any time when inspections all times during normal business hours. • They are 25 gallons or more, .""...V ct 9rWP'7,•°1-...,,
were delayed shall be noted in the Inspeion Record. • They are less than 25 gallons but cannot be cleaned up within 24 hours, .-..".,C`L'e.49,IN t,,,°%c‘..,..`,
Inspect Frequency(during normal Inspection records must include: Hem to Document Document Requirements • They cause sheen on surface waters(regardless of volume),or '''ry.WI.lz****
business hours) Initial and date ea.E&SC measure on a copy of • They are within 100 feet of surface waters(regardless of volume).
(1)Rain gauge Daily Day rairfoil amounts. the approved E&sc plan or domple1e date and (C) Releases of hazard..substances in excess of reportable quantities under SeCtion 311
maintained in If no daily rain gauge observations ore made during weekend H)Each ESSC Manure has been insrelled a. . .
on holiday periods,and no indiKdual-day rainfall information does not significantly deviate from the locations, sign an inspection rooOrt that!HIS eaelh E&S.C. Of the Clean Water Act(Ret 40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
good working (Ret 40 CFR 302.4)or G.S.143-215.85.
is a vaitable, record the cumulative rain measurement for dimensions and relatNe elevations shown on the me..no...'''"t'e aFF.''''E&SC'F''''Th'
order documentation is required upon the initial those unattended days(this will determine if a site approved E&SC plan. (d) Anticipated bypasses and unanticipated bypasses.
inspection is needed).Days on which no rainfall occurred installation of the E&SC measures are modified
shall be recorded as.7ere The permittee rnay use another after initial installation. (e) Noncompliance with the conditions of this permit that may endanger heafth or the
rain-monitoring device approved by the Division. environment.
03)A phase of grading has been completed. Inffial and date a copy of the approved E&SC plan
a.Reporting Timeframes and Other Requirements
(2)E&SC Al least once pert 1.ldentffication Dome measures inspected or complete,date and sign an inspe.on report to
Measures calendar days and 2.Date 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
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
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 repoded
accordance with the approved MC plan. or complete,date a.sign an Inspection report to
inch in 24 hours. 5.Des Description of maintenance needs for the measure to the Department's Environmental Emergency Center personnel at(BOO)858-0368. RIVERFRONT
Indicate compliance with approved ground cover
6. ription,Evidence,and date of corrective actions taken Occurrence Reporting Timeframe(Atbr Discovery)and Other Requirements
specifications.
(3)Stormwater At least once per,1.Ide.ificction of the discharge outfolls inspected (a)Vlslble •Within 24 hours.an oral or electronic notification. VENTURES, LLC
discharge calendar days and.Dote ond-lime at,.WsPeqior. , .
(d)The maintenance and repair requirements for Complete,date and sign an inspection report. se.1ent •Within PCIendar Days,a report that contains a description of the
outfalls(SD0s)werin 24 hours of ,1.:nd:' .P7r,arg.r.."D thj...P.q... oil all ESSC measures have been performed. deposition in a sediment and actions taken to address be cause of the deposition.
a rain event a 1.0 sheerc,c7,0=',...p..Z'soMeronP=2,:ahn" stream or wetland Division staff may waive the requirement for a written report on a case-
inch in 24 hours. 5.Indication of visible sediment leaving the site by-case basis.
S.Description,Evidence,and date corrective actions taken
•If the stream is named on flle NC 303(d)list as impaired for sediment-
re)Corrective actions have been taken to ESSC IMtial and date a copy of the approved E&SC P. related caused,the permktee may be required to perform additional
3409 UNION GROVE RD
(4)Perimeter At least once per 7 if AsIbie Sedimentation is found outside site limits.then MeaStlree. or complete,date and sign an inspection rep.. monitoring,insPections or apply more stringent practices if staff
of Site ,,,,,,,,,,,r d„,,,nd record of the fottowing shali be made indicate the completion of the corrective action. determine that additional requirements are needed to assure WINSTON SALEM,NC 27127
wfthin 24 h.,.,,,1)Actions taken to dean up or stabilize sediment that has
'''''" left the site limits compliance with the federal or state impaired-waters conditions. PHONE:[phone]
a rain eve..1. 2)Description,Evidence and dote af or actions taken -IN Si spills and •Within 240 ours.an oral or electronic notification.The notification shall
inch in 24 hours. 3)An expianation as to the actions taken to control future 2.Additional DocumeMation tabe Kept on Site release of include information about the date,time,nature,volume and location [e-mail]
releases In addition to the E&SC plan documents above,the following items shall be kept on the hazardous of the spill or release.
site and available for inspectors at all times during normal business hours,unless the substances per
(5)Streams or At least once pert If the stream or wetland has Increased visit,.sedimentation Division provides a site-specific exemption based on unique site conditions that make item 1..0 above
weuands calendar d.,and or has aside increased turbidity from the construction
oat.,then a record of the fonowino shall be made: this requirement not practical: (c)Anticipated •A report at least ten days before the date of the bypasur if possible.
onsite or within 24 hours of 1)Descriotion.Evidence and date of corrective actions taken bypasses(40 CFR The mood shall include an evaluation of the anticipated quality and
°ff.,.(where .o.... 1. PIRecords of required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after k is received. 122.41(m)(3)1 efroo of the bypass.
accessible) inch in 24 hours. Regional Office per Part III,Section C,item(2)(a)of this -(d)UnaMcipated •Within 24 Hours,an oral or electronic notification
Perrnit (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 of the
(6)Ground after each phe,e. 1.The phase of grading(installation of perimeter EWSC record the required observations on the nspection Record Form provided by the Dodson 122.41(m)(3)]
Stabilization or gm., measures,clearing and grubbing,installation of storm qualify and effect of the bypass.
drainage facilities,completion of all lord-disturbing activity or a similar inspection form that includes all the required elements.Use of
Measures (e)Noncompliance •Within 24 Hours,an oral or electronic notification
LO 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
2.0ocumentation that the required ground stabilization shown to provide equal access and utility as the hard-copy records. of this permit that noncompliance,and its cause,the period of noncompliance,including 0) (i)
3.Documentation to be Retainer,for Three Years
or assurance that they witl be provided as soon as may endanger exact dates and times,and if the noncompliance has not been
possible. All data used to complete the e-NOI and all inspection records shall be maintained for a period heath or the corrected,the anticipated time noncompliance is expected to continue: N-
NU i E:!be rain Inspection resets the required'calendar day inspection requirement. of three years after project completion and made available upon request[40 CFR 122.41] environmeM[40 and claps taken on planned to reduce,eliminate and prevent
CFR 122.41(I)(7)] reoccurrence of the noncompliance.[40 CFR 122.410)(6). Z C\I <
•Division staff may waive the requirement for a written report on a case-
by-.se basis. a
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NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 11/12/20 - I-
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT x
STRUCTURE WTH LINER LLI
WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. A e I SOILS - 0
W .ACTJAL LOCATION CO I
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide ddp pans under any stored equipment.
1:1 DETERMINED IN FIELD
activity being considered compliant vIth the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the 1°):''' \''''/ XX. r44. 8.117.7..".".".RIF CONCRETE WASHOUT 2 ° Z 0
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 THE HOMO <4. Collect all spent fluids,store in separate containers and properly dispose as hazardous °> <°
authodty having judsdiction.All details and spedfi.tions shown on this sheet may not apply 0„ „0 '8n,Tavarcyzy I/ 0 0 Z
waste(recycle when possible).
depending on site conditions and the delegated authority having jurisdiction. 0'8' 'O ir."-smicsAas MT) a i
5. Remove leaking vehicles and construction equipment from service until the problem
.., OR STAPLES . NM J.CONCRETE WASHOUT
has been corrected, STRUCII1RE NEEDS TO BE < CL C.)
SECTION El GROUND STABILIZATION 6. Bring used fuels,lubricant,coolants,hydraulic fluids and other petroleum product to SECTION A-A row illegke2101IT qTRIICTIIRF CLEARY MARKED 5501 SIONACE
NOTNO DEVICE. LJ_ >-
a recycling or disposal center that handles these materials.
Required Ground Stabilization Timeframes
Stabilize within '"?iin',,).. Irs)1WKiirti:c7 CL Z
Site Area Description this many calendar Timeframe variations LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE I I eurx,min.) 1. AL TON In D
clays after ceasing LOERMINED IN FIELD
1. Never bury or burn waste Place litter and debris in approved waste containers. CCI 0
land disturbance io m.c,,,.,, 'TIN"' 2.THE CONCRETE WASHOUT
2. Provide a sufficient number and size of waste containers(e.g dumpster,trash r'71711-F CO Cf)
(a) Perimeter dikes. receptacle)on sfte to contain construction and domestic wastes. 14 Orir 00 I as" .Z1r.11011.17.1En THEE ULM°
AND/CR SCAM REACHES PDS OF 0 CI)
swales,ditches,and 7 None 3. Locate waste containers M least 50 feet away from modrain inlets and surface waters oil I,. ,... ;treP.) 11IE SIRUCIURES CAPACITY TO
perimeter slopes unless no other aitematives are reasonably available.
li 0 ,,J 0 I
p-• to MN 1- PRO,.ADEQUATE HOLDING
CAPACITY WITH A MINIMUM 12 <(b)High Quality Water 4. Locate waste containers on areas that do not receive substantial amounts of runoff from 0. o,i -0. INCHES OF FREEDOM°. 0 (1) 0
7 None upland areas and does not drain directly to a storm drain,stream or wetland. rzi as 1 nam gm.v[•art :sr(HQW)Zones 3.00NCRETE WASHOUT
5. Cover waste containers at the end of each workday and before storm even.or provide I SANCEASS(TOP.) S1RUCTURE NEEDS noel
If slopes are 10 feet or less in SECTION B-B'''''''s snot 1MRKED WITH SICNACE 0 Et
secondary containment.Repair or replace damaged waste containers. NORM DENCE.(c) Slopes steeper 7 length and are not steeper than
than 31 6. Anchor all lightweight items in waste containers during times of high winds. ABOVE GRA%nu.,CIPOCTII8F
2:1.14 dove are allowed 0 LLJ
7. Empty waste containers as needed-7 days for slopes greater than 50'in to prevent overflow Clean up immediately if
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 Murry from the site.
(d) Slopes 3:1 to 4:1 14 ditches,pedmeter 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 Fails Lake Watershed PAINT AND OTHER LIQUID WASTE 3. Manage washout from mortar mixers in accordance with the above item and in addition REVISIONS
thd d bd lot pedmeter
.7 days for perimeter dikes,swales,ditches 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands, place amber an associate materials on imperviousbarrier an Wthin
A ith Mopesfence.
(
perimeter slopes and HOW Zones 2. Locate paint washouts at leadt 50 feet away from storm drain inlets and surface waters silte) reas w
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
Corcein 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. section.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
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.Al a minimum,install
Stabilize the ground sufficleMy so thM rain will not dislodge the soli.Use one of the
attainable,proAde relocation of portable toilet behind silt fence or place on a gravel pad protection of storm drain inlet Is)closest to the washout which could receive spills or
techniques b lbe bble below.
and surround with sand bags. overflow.
Temporary Stabilization Permanent Stabilization
. __ ,._,..__,,,,covered with...aw 0, 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 Of•'er....."`Orv.v.vv foot traffic areas. entrance pad in front of the washout Additional controls may be required by the
other mulches and tackifiers. other mulches and tackifiers
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a approving authority.
Ice sanitary waste hauler to remove leaking portable toilet and repla.with 8. bstall at least one sign directing concrete trucks to the washout wkhin the project limits.
•Rolled erosion control products with or without rcer'en'...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 75%capacity to limit
•Appropriately applied straw or other mulch •S.'.or other Permanent Pienfings cover.
•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 plans.Loc.earthen-matenal stockpile areas at least 50
01 •Structural methods eu.as concrete,asphal 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 retaining walls surface waters unless it can be shown no other alternatives are reasonably available. approved disposal facility.Fill pit if applicable,and stabilize any disturbance caused by PROJECT NO.:2022.18
-0 •Roved erosion control products with grass removal of washout.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five _
seed
feet from the toe of stockpile.
SCALE:N.T.S.
0 3. Provide stable stone access point when feasible. _
C.D POLYACRYLAMIDES(PAMS)AND FLOCCULANTS 4. SMbilize stockpile within the timeframes provided.this sheet and in accordance with HERBICIDES,PESTICIDES AND RODENTICIDES
:
0 1. Select flocculants that are appropriate for the soils being exposed during construction. the approved plan and any additional requirements.Soil stabilizatbn is defined as 1. Store and apply herbicides,pesticides and rodenticides in accordance..label DRAWN BY PAB
celectin from he NC DWR List of ApNoved PANIS/Flocculards
Z
vegetative,physical or chemical ceverage techniques that will restrain accelerated restrictions.g t .
erosion on disturbed soils for temporary or permanent control needs. 2. Store herbicides,pesticides and rodenticides in their original containers with the bbel, CHECKED BY:MSL
2. Apply flocculants at or before the inlets to Erosion a.Sedirtlent Control Measures.
which lists directions for use,ingredients and first aid steps in case of accidental -
co 3. Apply flocculents at the concentrations specified in the NC DWR bet of Approved
poisoning. DATE:09/20/2022
PAMS/Flocculants and in accordance with be manufacturer's instructions. HAZARDOUS AND TOXIC WASTE 3, Do not store herbicides,pesticides and rodenticides in areas where flooding is possible -
4. Provide ponding 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
1- 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.
L,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:
CD
LL_I
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 11/12/20
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p N.C.CORP.LIC.C-1815
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S.R.121: SITE HUNTERSVLLE,N.C.28078
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PARCEL PIN ID:6704-04-74-7482 / / `
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/ / , '� / \ PROJECT NO.:2022.18
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Know what's below" CAROLINADPARTMENTOF°STANDARDS D �-•F .0
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PVI STA: 4+74.05 LATHAM-WALTERS
PN ELKEV.20.00 99
720 720 ENGINEERING,INC.
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PVI ELEIR 697.83 Z 16507-A NORTHCROSS DRIVE
LW:20591 / HUNTERSVILLE,N.C.28078
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PN ELEN 695.6 /
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LOW PT.STA: 01- .30 /
LOW PT ELEN 6 84 / 730 / ' ' 730
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s- / 8, 1.CONTRACTOR SHALL DETERMINE LOCATION,ELEVATION&SIZE OF ALL 1 CO
�PQ- EXISTING UTILITIES PRIOR TO CONSTRUCTION. CO �)(
/ �� 04/ / t" / 2.SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY COE FORESTRY J K!
PROP.fi"z fi"TAPPING / eJ ��G/ / / /0/ &LAND SURVEYING,PLS.
SLEEVE AND VALVE 5pv> \?'/ o _'.6K•/dN 0 Q -
0 3.CONTRACTOR SHALL VERIFY OUTFACE INVERTS PRIOR TO INSTALLING PIPES. (n I—
/ V"' / / F. / 4.PIPE INVERTS SHALL BE PLACED ON EXISTING GROUND OR IN CUT AREAS,NO Q
/ /G PER ANENT INVERTS SHALL DISCHARGE IN FILL SLOPES. J J
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/ Q / / ` R / _ e�HEMENT NCDOTS"SUBDIVISION ROADS-MINIMUM CONSTRUCTION STANDARDS'.
F,-I- ` w iA ,+_.. \\ , / 6.ALL PIPE SHALL BE RCP OR HIGH DENSITY POLYETHYLENE DOUBLE WALLED
CORRUGATED PIPE(HDPE)AS APPROVED BY NCDOT AND SHALL BE BEDDED
/ 1� t ` t: . ,L=255.50;R=230.00' IN ACCORDANCE WITH NCDOT SPECIFICATIONS.
/ / 0R /1D+10 g0� ,J` t 4=63.65, ton-142.7389
J , � / d� ' REVISIONS
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�di PROP.6"XB"TE1 V. te.,. \ p1 /dN WATER LINE NOTES: DAVIDSON WATER
�/ / W/HYDRANT&VAE y \ o \ /dH0 / CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION OF ALL EXISTING 7-25-22
\ UTILITIES PRIOR TO CONSTRUCTION.
\ \ \ \ dN0 E7L,PL / 2� CONTRACTOR SHALL CONTACT DAVIDSON WATER,iNC.,[phone],THREE(3) 2-REVISED PER
\ a: _
/ \ \ WORKING DADS PRIOR DAYS
OANCETOALL WORK.ARRANGEMENTS P BE MADE NCDO T REVIEW
\ \ yp Y' 30'FRONTSETBACK THREE WORK DAYS IN ADVANCE TO ALLOW A REPRESENTATIVE TO INSPECT THE
\\ \ \ CONNECTION TO THE EXISTING LINE. 8-16-22
\ L=136.63;R=230.00' \
dNO MAIL KIOSK 4=34.04, 144=70.3955 \ CONTRACTOR SHALL NOT OPERATE ANY VALVE WITHIN OR CONNECTING TO THE
KIOSK 10'p,U.E. DAVIDSON WATER WATER SYSTEM.
NOTE: /X\ N \ INSTALLING CONTRACTOR SHALL NOTIFY DAVIDSON WATER INC.THREE(3)WORKING
WATT LINE PLACEMENT) oq \ _ - DAYS PRIOR TO PRESSURE TESTING AND DISINFECTION AND ALLOW THESE TEST TO
WATER LINE \gL� Po _ - , \ BE WITNESSSED BVAREPRESENTATIVE OF THE CORPORATION BTHE ENGINEER.
TO BE 3'-5'OFF EDGE OF �\ \ - - PROP.EP
PAVEMENT(EP) q0,� ALL 2"PVC PIPE SHALL BE SDR 17.ALL D.I.P.SHALL BE CLASS 50.ALL FITTINGS SHALL
5+0 _ _ 4, • BE DUCTILE IRON PUSH ON MECHANICAL JOINT.
/ \ C,{- \ \ W {op S56'37 30"W U��+° - PROP.EP (O' UPON COMPLETION,ALL LINES SHALL BE FLUSHED,PRESSURE TESTED,AND
O \ - I- -'q'm 0 DISINFECTED IN THAT ORDER.
2)0.35
\ _ _ Nam !� ALL WORK SHALL BE PERFORMED RYA CONTRACTOR LICENSED TO PERFORM PUBLIC PROJECT NO.:2022.18
\PROP.t849 L.F.8"DI \ \ _ - - - - ` ��0 UTILITY INSTALLATIONS IN NORTH CAROLINA.
WATER LINE TO MATCH LINE - - PROP.LATHAM LANE \ �� CONTRACTOR SHALL NOTIFY ENGINEER THREE WORKING DAYS PRIOR TO SCALE: 1"=40'(H)&1"=4'(V)
PROP.6'X6'TEE COMMENCEMENT OF CONSTRUCTION.3'OFF EOP,MIN.3'OF COVER -_— 50'PUBLIC R/VV LU DRAWN BY:PAB
\ WI HYDRANT&VALVE _' CONTRACTOR SHALL ADJUST WATER LINE LOCATION AS NECESSARY TO AVOID
EXISTING UTILITIES. CHECKED BY:MSL
DATE:09/20/2022
81C,L�TIECTORLaULLY PESPON°aE°"RCOC /
2 / / O GRAPHIC SCALE
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® NOTE:ALL FITTINGS AND PIPE BEFORE AND �. / / / 4 40 - zc 40 I SHEET NO:
zl ceoNXw.cTeo cispRESPONSIBLE Sol alPLACINGsnaa EXISTING
CONSTRUCTION. AFTER THE FITTING SHALL BE RESTRAINED JOINT •<'< \ / / // / O
USING FLAGMEN.ETC.,AS NECESSARY TO INSURE SAFETY
PER DIPRA CALCULATIONS
'I A" :17A 'SIglIVETE°RIDA L'.ARE'° (NOTE:P.U.E.=PUBLIC UTILITY EASEMENT \ \ / / / / ( 1N FEET) .O
Know what's below. Caao`A`DEAR;°ENTOF° sORTATON."E"°R" 1 ta°h= 40 n.
Call before you dig. °,.s"°RINGWILART102OR°INGT°os"ASAMB"ING°. / / /

750 750
PVI SPA: 17+56.90
PSI ELEV.' 742.82
K:20.00
LIVE
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HIGH PT STA: 11+36.90
HIGH PT ELEV. 742.52 LATHAM-b�I'ALTERS
a N ON O ENGINEERING,INC.
v m 1 N.C.CORP.LIC.C-1815
n 16507-A NORTHCROSS DRIVE
w-� HUNTERSVILLE,N.C.28078
/ �'3' A� W W w PHONE:[phone]
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RIVERFRONT
VENTURES, LLC
3409 UNION GROVE RD
WINSTON SALEM,NC 27127
720 720 PHONE:[phone]
[e-mail]
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ROADWAY NOTES: 0
I.CONTRACTOR SHALL DETERMINE LOCATION,ELEVATION&SIZE OF ALL 0i '
EXISTING UTILITIES PRIOR TO CONSTRUCTION. J
2.SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY COE FORESTRY 0
\11
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W 3.CONTRACTOR SHALL VERIFY OUTFACE INVERTS PRIOR TO INSTALLING PIPES.
® 17 L� 14 PROP.2' VALVE \
— W WITH BLOW-OF _PO / 4.PIPE INVERTS SHALL BE PLACED ON EXISTING GROUND OR IN CUT AREAS,NO
30'FRONT SETBACK J _ ` ,, 1OEj INVERTS SHALL DISCHARGE IN FILL SLOPES. REVISIONS
S.ALL STREETS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
•' LATHAM LAN NCDOT'S"SUBDIVISION ROADS-MINIMUM CONSTRUCTION STANDARDS".
SQ,P R/W 10'P.U.E. 6.ALL PIPE SHALL BE RCP OR HIGH DENSITY POLYETHYLENE DOUBLE WALLED
mDi- - - - - - - - - - _ - - - - - 26R �� \\ CORRUGATED PIPE(HDPE)AS APPROVED BY NCDOT AND SHALL BE BEDDED
Itt? \ ` IN ACCORDANCE WITH NCDOT SPECIFICATIONS.
rn Z +00 35'R 4IIIIII I 12
mm - - e+laa { s+I o N. _ ��w- _ 1o+ao N89' 0'23"WI _ _ oo r3+oo I
-I N m 751.96' ° - I- {° -7 O0 <.ze WATER LINE NOTES:
t�J1D - - - IN '15R R CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION OF ALL EXISTING
O \ UTILITIES PRIOR TO CONSTRUCTION.
01
\ P.U.E.10' "`4b,
CONTRACTOR SHALL CONTACT DAVIDSON WATER,iNC.,[phone],THREE(3)
0 PROP.f495 L.F.fi'DIP zS WORKING DAYS PRIOR TO COMMENCING WORK.ARRANGEMENTS SHALL BE MADE
MATCH LINE TO REDUCER THREE WORK DAYS IN ADVANCE TO ALLOW A REPRESENTATIVE TO INSPECT THE
3'OFF EDP,MIN.3'OF COVER PROP.RED L.F.2"PVC ATER LINE
PROP.FH W/GATE VALVE 2'TAP ROM REDUCER TO B.O. CONNECTION TO THE EXISTING LINE.
— _1 ^ _ _ — _ _i U 30'FRONT SETBACK /— AND 2"VALVE BEYOND TE - 3'OFF EDP,MIN.3'OF,. --R CONTRACTOR SHALL NOT OPERATE ANY VALVE WITHIN OR CONNECTING TO THE
0
DAVIDSON WATER WATER SYSTEM.
O g 11 INSTALLING CONTRACTOR SHALL NOTIFY DAVIDSON WATER INC.THREE(3)WORKING
O I O I < ``\\\\ DAYS PRIOR TO PRESSURE TESTING AND DISINFECTION AND ALLOW THESE TEST TO PROJECT NO.:2022.18
LA ` \ BE WITNESSSED BY A REPRESENTATIVE OF THE CORPORATION&THE ENGINEER.
\ BE ALL 2"PVC PIPE SHA
IRON HALL EO SDR
ME 17.ALL DP.DIP.SHALL BE CLASS 50.ALL FITTINGS SHALL JSCALE: 1"=40'(H)&1'=4'(V)
0 T.
DRAWN BY:PAB
UPON COMPLETION,ALL LINES SHALL BE FLUSHED,PRESSURE TESTED,AND
DISINFECTED IN THAT ORDER. CHECKED BY:MSL
ALL WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED TO PERFORM PUBLIC
UTILITY INSTALLATIONS IN NORTH CAROLINA. DATE:0920/2022
811 ® CONTRACTORMEEMESHALLOF NOTIFY STRUENGINEER THREE WORKING DAYS PRIOR TO
NOTE: COMMENCEMENT OF CONSTRUCTION.
11.co (SPECIAL CARE) NOTE:ALL FITTINGS AND PIPE BEFORE AND
APPROPRIATE IS
AND RESPONSIBLE
FORw005S80° WATER LINE PLACEMENT AFTER THE FITTING SHALL BE RESTRAINED JOINT SHEET NO:
��� 21.000000CTOR IS RESPONSIBLE FOR PucNG`9ARRI2A➢ES o" TO BE 3ENT(EP)EDGE OF PER DIPRA CALCULATIONS
SAFETY TOVEMENT FP GRAPHIC SCALE
Pa E ExUSING E2 0)REEFSARY TO INSURE°RA P~AL TARE TO TNE NOTE:P.U.E.=PUBLIC UTILITY EASEMENT ao 0 m°
Know what's below. CAROL�`DE AR;°ENTOFTRANS OORTATON."`"°"" V a 5
aI.SHORING wiu BEACCOR°INA To osxA TRENCHING ( IN FEET) ,
Call before you dig. S14500R°SPART1520SUBPARTP.HOAR000R5°E°.
1 inch= 40 ft.

WE
oQoQ LATHAM-WALTERS� / z¢.o ,irroSLOPE As INDICATED ON PLANS
z¢�o ENGINEERING,INC.
RIGHT OF WAY P EEGR OF v00 �91 SLOPE As INDICATED ON PLANS OOy2� �9��� / O_0, N.C.CORP.LIC.C-1815
TO FACE of BALL azLL aM, 16507-A NORTHCROSS DRIVE
EDGE OF TRAVEL IANE� ~o�oH 1-o11oo HUNTERSVILLE,N.C.28078
/ s Fx�zw 1 (, H x�z ( )
O o NrLLOJ LOP - Nw_oJ PHONE: [phone]
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PIPE
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ROADWAY CENTERLINE v VA" NOF FOOTING FOOTING P JOl -
(IF CONST.JOINT IS OSE0) DOWEL W (IF coxsT.JOINT IS USED) DOWEL W
EDGE OF TRAVEL LANE G M G END ELEVATION BAR-"X" cJ.71n G R G END ELEVATION BAR-"X" -i W717' SEAL _
RIGHT OF WAY ► o a w I� I •
Q Z m w _ e 176q
u I�LIJ N I 1-pi
N �2oZ?e g
9'MIN. I H> PIPE c9.> -,e ER- `F
TO CBU PAVED TURNOUT DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE z CC_J" DOWELS IN ENDWALL WITH C.S. z J a C.C` • e 'C��
(PAVEMENT STRUCTURE I PIPE SINGLE PIPE DOUBLE P ~' 0 poj PIPE SINGLE P DOUBLE PIPE H Q= 1,L eS ee
25' TO MATCH TRAVEL LANES) ' Loc. 1s" ,B" as" 4z" 4B" ,s" ,B" a a Q i..1 Loc. DIA. s" e" z4" 30" as" P 42" 48" s" 18" 2a" 30" 3s" a2" a8" Q V 1IIII11
I I I I DIA. 24° 30^ 36^ 00I I
MIN. MIN. MIN. CONCRETE PAD I ..0.. xI� I I I I BAPS iiXi X ,„., ,A, „X„ „X,• V. X y. ..K,. � 3Xii „Iii . 02EY. B��y. Q W I I I BAPS 'K,. ',M. IX ',K, ' W
YYY
FOR CBU (PER USP$) L L y J G OTT. 2 2 3 3 4 4 4 s p j 6 d L L H G QTY. 2 2 3 3 4 4 5 2 3 3 4 4 OW J II 1
t_I _I)_ t_�_f QTY. ? o= H,( H _I _I _ _ I_ . OTV. • - - - - - - 2 2 2 2 2 2 X=
CBU (ACCESS FROM PAD) L OPTIONAL CONSTRUCTION JOINT G 3 Q 14 a OPTIONAL CONSTRUCTION JOINTDOWE ¢ 6 0_
DOWEL QTY. 2 2 3 DOWEL G pTY. 2 2 3 3 2 2 3 3 4 4 p 3.
L �1 TOTAL LBS. 9 I 14 14 +9 55 5fi5 2 12 12 19 ,e 23 77 92 ¢=W'co L TOTAL LBS. 9 9 14 14 19 4 53 82 12 12 16 18 23 73 5 85 ¢=W m
J v J a
DIMENSIONS W m .W m
ELEVATION US xG CONCRETE PIPE
4 F g r ELEVATION DIMENSIONS AND CONCRETE QUANTITIES ¢H p
o W G F c o W o T
COMMONDIMENSIONS SINGLE PIPE DOUBLE PIPE USING CORRUGATED STEEL P
H I I T s L en" M LSD. o o H M G SINGLE PIPEMOOUILL PIPEo o RIVERFRONT
DM Dry
2 Z Z '- D B L YO YDs OW Z Z
0¢ s"2'-fi" s-D" „"fi'-,r' o a VENTURES, LLC
ZZ 4 Zg 7' 24" a'2" 2't" a'0" 3" 10" 6'-0" t.5 3'S"II'5" 2.0 V 18" 3'-]"1'-10"2'-tt"5'-10, 1.0 2'3" 8'+" t.2 0
TURNOUT 2'
e, J MII
g CBU az" S'-z" a-I" e'-4" 554" „Yz",2•-e^ 4.s s'-1o"IN B" s.O as" s,1" z'-]" s'-2"_,O'-a" N_5,3„,a',,D" 0,0 z.
3409 UNION GROVE RD
a p p SEE SHEET a SHEET 1 of 3 48. 8'-I" 3'-I" 6'-8"IV'-a" 4.9 6.0^19'-a^ ,.5 SHEET 2 of a WINSTON SALEM,NC 27127
838.01 .SEE SHEET 3 838.01 PHONE:[phone]
ow [e-mail]
0—jJ O�
CONCRETE PAD
FOR CBU
NOTE:
SEE FIGURE 1 PAGE 39,"NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION MAINTAIN RNJ OFFSET
AROUND CBU TURNOUT
STANDARDS JANUARY 2010"FOR LOCAL AND COLLECTOR ROAD DIMENSIONS. Lf)
o CD
N
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as N-
- - - -- --- FIGURE 1 -- -- ---- - GENERAL NOTES: Zr'LL_,a.
• z CV
= O
CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND C/L CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". ooyi (�
COLLECTOR SUBDIVISION STREETS I PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"' wcai�o ry '^ z
50RIGHT OF WAY AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN x 1-z , V J
ENDWALL LENGTH. Nzo.g \ r^
8'
20 6' / V J
' B' CONSTRUCT BOTTOM SLAB WITH FORMS. Fe ate+ Q I- J
SHOULDER PAVEMENT SHOULDER DITCH w O
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS 0 CO z
PER v4•rFT. 1/4,.. ,PER
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES. X
r-- WWI I ' M1 WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM w
r�//�T
950 OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. LJJ J W
0 8"COMPACTED ABC SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W Q
2"SF-9.5B BY THE ENGINEER. o¢A H W N LJ�=cow /�/ Q 1-WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM ' O w
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. CD >
e
ROADWAY TYPICAL SECTION z ce-1 o CI—
CROSS-SECTION-SHOULDER SECTION USE CLASS "B" CONCRETE. Fc s � a'e - > _
N.T.S. rn W w w j CO
a
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=
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4 oa 0
, ii 35' 6' S' 4' REVISIONS
ET 3 OF 3 _
838.01
I I
YP'P SLOPE AS REQUIRED
"/F7
'1 SLOP
2gP I I 50'TAPER
TERRAIN MAX.SLOPE I (REQUIRED FOR W<26')
20 LEVEL z:1 SECTION AA I I
,® ROLLING 2:1 +:=7-7-
HILLY 1-1/2:1 SIGHT iR1ANGLE
10'
STOP
CUL-DE-SAC R`Po. EDGE OF PAVEMENT
WITH NO CURB AND GUTTER EDGE OF PAVEMENT 1 _
N.T.S. EXISTING ROAD
EDGE OF PAVEMENT
RECOMMENDED ROAD CONNECTION
NEW RESIDENTIAL ROAD OR RESIDENTIAL COLLECTOR ROAD
&EXISTING STATE MAINTAINED ROAD
N.T.S.
PROJECT NO.:2022.18
SCALE:N.T.S.
DRAWN BY:PAB
CHECKED BY:MSL
J
DATE:09/20/2022
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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 JLI�] %
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 LATIIAM-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. ,,.,"N cqR'',,
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. ;'�Q-�.° O7yj O:pFE55%%C'{ a _
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 �- j ryq
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 .
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) 1764��2°g`
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 tograde.(SEE VALVE INSTALLATION 9/0'" :°.'
P P 9 ----/6,44ctNE.,1°-k
lb.min. specifications.The contractor making the bored crossing shall notify NCDOT prior to the TYPICAL) .2:▪ ,• ,,
4igb L S ,.P,,.
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 "21',,,, ,,,,
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) RIVERFRONT
VENTURES, LLC
3409 UNION GROVE RD
WINSTON SALEM,NC 27127
PHONE:[phone]
PROTECT FROM
,oN [e-mail]
WATER MAIN WATER MAIN
• 1"MINIMUM
3 3. 3 1
RIM
- - B Box E �° ¢ 8e 2 ve In SCHEDULE 40 CASING
nH Soxv "T ELD LUG PAVEMENT 2 in SCHEDULE 40 CASING
WET„SIDEvENT VELD PLUG
ATEAox cxu— •
PAVEMENT
a °Drvn"EHrvD n rv.xD TEE _ _ ' lill!L—rtimalo« MEND I Ln
gileogg
zM..,."MCONCRETE 10.400 • CD
0000 _ eEo KING e oc"wc I 626213
PLUG E 31 r 3 31 _3.—.._3._I3 (\I
CONCRETE
CENTER UNE - 2x5 BRASS NIPPLE CASING PIPE IS TO 0
TwnvEn Dr.cmu 2 in.VALVE TREADED CASING PIPE IS TO BE BURIED AT LEAST N
_ EDGB OP RAVBnnENT - HE HURIE➢ AT LEAST24 in,➢EEPO171
�xMu - ROAD RIGHT OF WAY a 3 24 in DEEP SEWER PROPERTY
��x'x°.D„ _ TYPICAL 2,3,4,6, AND 3 in. PI"
BLOW
fir' LOT 17 CLEANOUT //�
• BLOW OFF INSTALLATION MAXIMUM 500'0F 2 n WATERLINE I w LOT 7 LOT 3 z L/J
rvDxua i a uE_1l IIAi� MAXIMUM 6 LOTS ON A 2 in.WATER LINE N z
TYPICAL FUTURE SERVICE TYPICAL FUTURE SERVICE >_ 0 _ Z
ENCASEMENT IN A ENCASEMENT IN A I—
_"--a_ aw'EvnwEwT" - 2n VALVE AND BLOW OFF ` 4 SUBDIVISION WITH SEWER SUBDIVISION WITHOUT SEWER U (3 O
CC"exnrEvn .0„ - - H". METER B.AND LID \
on
sa s ""°'""`ram - " 6 developer is responsibleof taps on long sidez
vaDrvox°Eo" v xw ��
„„°�Es.""E �—` °I' _ L cannot be bared.Either the taps must be installation
and the services runor 2 in.encasement must be placed in (n w
E=LeExc"ETE li o o - - WATER LINE SHOULD COME J
I�s��T�I nnnTAMPED BACKEILL ALL THE WAY AROUND THE the ground for the SCVICCS t0 be runthrough later. This page and the following page SNOW how the
1 1 I U
o o CUL-DE-SAC TO PREVENT � encasement i5 t0 be placed in the ground if this is the chosen Option.If encasement i5 used the contractor 5 l° 1 r r
HAVING TO BORE UNDER t..t� �J
,xxDn",°�" "N" n"E— ": .1�i must provide Davidson Water Inc.with an asbuilt page or pages show-ing where the encasement is located. O L
wues>uceD"x°sxrxsense nrvus DEsxsoLDD22 THE CUL-DE-SAC TO RUN MAKE NOTE THAT SPECIAL CARE _
", �fr xexv,cc urvc TO xxus— A SERVICE LINE. It is preferred for encasement to be installed as shown on these two pages.
"//,/ sA,2APPR OR LOCALLYBEDDING SHOULD BE TAKEN TO KEEP WATER N
AT >,>¢01PMEiE y/� LINE TOFF OF THE EDGE OF THE LONG SERVICES IN Q LL —I
,eAsrz<""x- ^"'ry w%%J ! PAVEMENTrOON THE CUL-DE-SACS SUBDIVISIONS LL >�— C[ Lu
v,Trvvs hr L.L
TYPICAL IN LINE WATER PAVEMENT
J m W
TYPICAL FIRE HYDRANT TYPICAL TRENCH SECTION AND TYPICAL CUL-DE-SAC CO Ca Q ( )
INSTALLATION VALVE INSTALLATION LINESETTER INSTALLATION LAYOUT 3 0 -I
III-3' 64' -III 'n
06
[12/20/94 PAGE A 112/20/94 PAGED 103-17-20 PAGE CI 0 v'
11220/94 PAGED I 0
S2 In.SCHEDULE 40 CASIEG WITH
°EVENT WELD PLDG AT EACH END 0
WATER
CONCRETE UNDISTURBED MAIN
_ CONCRETE
- N _ BLOCKING SOIL -- BLOCKING
- - - - = UNDISTURBED REVISIONS
_ SOIL
d� - CONCRETE I ® zs 1 25 I ,n 'IW
BLOCKING ����� _ _ METER pg. SERVICE ENCASEMENT
` D DE
���-ID -- _ _ - _ �. � DT CROSS SECTION
Z - g'S_ _ _------------------
_ - - �� _ 3-9-20 PAGE E/E
_ I
<�� • - UNDISTURBED - - - - - -
Q = • - - = j - _ -._.-. _.:_ ""o�o"°xw..En,.,.,. -
CD TYPICAL TEE TYPICAL 45° BEND \\ ==rvE°TDrvs rvD
`' BLOCKING BLOCKING BLOCKING
Cl-LLJ AREA CONCRETE _ - rexsxn22t=D2211r1 uuD 1M2T2c*oA 1=2;2ERSPECEc.TDNS nurcwTre"
(n BLOCKING - - - a,nu ex"sCcwwxEx.s Cxnu"E xD.Ewneruss
- _ _ _ - = UNDISTURBED
- _ -- _ SOIL PROJECT NO.:2022.18
Keep concrete away from joints.Place concrete - DNDIST RDED = _
fairly dry and form if required for maximum area D°'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. ' _ = y<=
-- CONCRETE _ J
z = _ - _ = BLOCKING = ,�� _ DATE:09/20/2022
_
Y • -_
W _.-._ _.-. _.-. -- -- -.- --_ _.
SHEET NO
TYPICAL TEE WITH PLUG TYPICAL 90° BEND STANDARD WATER MAIN,SERVICE&
METER BOX INSTALLATION WITH SIDEWALK
BLOCKING BLOCKING00
�� .
N11220/94 PAGE G 112/20/94 PAGE H 11220/94 PAGE I 103/31/16 PAGE J I
CU