20071856 Ver 1_Stormwater Site Plans_20071205

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NF / MEMO ASSOC., INC c o ROBERT NEEB / 'TYP 5` RADIUS C UNLESS NOTED ~ ~
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STALL AISLE STALL
r ALL DIMENSIONS ARE TO EDGE OF PAVEMENT
r ~ NF / r r Y AP VICINIT M
r NEMO ASSOC., INC c/o ROBERT NEEB r r D.B. 920 PG. 909 TYPICAL PARKING DIMENSI®NS NOT TO SCALE SEALS F
r r r r NIP M.B. 2005, PG, 395 r r NF
r ~ PIN # 1853-29-8156 r r DENNIS HIKES AND i
r r ZONING: HI r KELLY A. HIKES FARRELI.
r r r BMP MAINTENANCE EASEMENT D.B. 1349 PG. 698 R
r , J PRF 3, SLIDE 94C PIN 1853-4$-0351 silo
r 34r r R E ZONING: AR A PRE-CAST CONCRETE WHEELSTOP .SEE DETAIL SHEET C7.02
r r 59
r ~y~ p p B CONCRETE SIDEWALK, SEE DETAIL SHEET C7.02
Op ~ F ~ r pS ~ ~ C ACCESSIBLE PARKING AND SIGNAGE, SEE DETAIL SHEET C7.02 f
r ~S2 r ~ . „ D 30 CONCRETE CURB AND GUTTER, SEE DETAIL SHEET C7.02
r ~ / D E T H T 7. STANDARD METHOD FOR ENDING CURB AND GUTTER, SEE DE AIL S EE C 02 T C7< 02
r ~ 14 r r Sj0 ~ r r F A ti.
~ l r S ~ `ph'i ~ r / N p iNG ' TPA M NT S DETAIL SHEET 07.02 HEAVY DUTY ASPHAL VE E EE j'
~ r r ~ 68 ~'U/ S~ 1 / r o, ,P Osry Np qC~'~? ' P T PAV M NT S D TAIL SHEET 07.02 ~ ~ LIGHT DUTY AS HAL E E EE E
/ r r 1 ~S ~ ~ S~ r ~ S® Tb' 'CONCRETE PAVEMENT SEE DETAIL SHEET C7,02 k e REVISIONS
- FIRE LANE MARKING SEE TRAFFIC CONTROL NOTES THIS SHEET ,y BMP MAINTENANCE EASEMENT '
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Puauc I r , l~ s~oPE AND r , a ,h 1. ALL DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT AND FACE OF
r 1 ~,NB DRAINAGE I r 8Q ."'1 0 ( r / ~ ~ p EASEMENT r r ,22 S ~ 4~ ~Q +~l BUILDING WALL UNLESS OTHERWISE INDICATED. ? psa ~ $Q '
I Q ~ , I , r ~ ly ~ ~ 0 p a :~'S ~ 1 S 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INDICATED AND 0 ~ ~ S~ F
I r ~ j r r 8A NOTIFY ENGINEER OF ANY DISCREPANCIES. N
I r r I ~ r ~ ,w B 3. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE ~ ~
r r ~ A I r , c~ ~ CONTRACTOR. z Z
I r ~ rn i ~ eh l I r r G ~ NIP S 03°1717 W H IN A RAN WITH ~ 4. ALL CONSTRUCTION AND MATERIALS S ALL BE GCO D CE
r r / ~ ~ r i ~ ~ ~ ' e r / w ~ ~ ~ 6'95 TOWN OF AYOUNGSVILLE AND FRANKLIN COUNTY STANDARDS. f t~a~s ~ EIP
r ~ li ~ Q r r , ~m ~ ,p ~ o ~ 5. ALL TURN-OUTS ARE 5-FEET UNLESS OTHERWISE SHOWN. CJ Ci ~ F°
r ~w r r ~ ~ ~ ~ ~ o a u u u V
r r ~ r r ~ ~ , ~ ~ 6 ALL CHAMFERS ARE 5-FEET UNLESS OTHERWISE SHOWN. ® ~ <C9
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r ~ r 4p r/ o r / q ~ N ~ ryM I~ROPasEa o PROJECT ARCH ALUMINUM AND GLASS .ONSTRUC"TION [OCEAN NJ
r 1 r r QI ,0 ~ r ~ Uj r ~ , ~ L~ aUMPSTER ~ E P
~ , ~F S I N 4. G ~ F i , ~ T. h ~ocarraN OWNER: SILVERSTEIN FAMILY LIMITED PARTNERSHIP DEVELOPER: BILL BLAND trA -
~ , 3~ r / .67, CADS, INC. -GENERAL CONTRACTORS ~ ; c2
~ r ~ / ~ r 3a 0 120 WEATHERS STREET..- SUITE F YOUNGSVILLE, NC 27596
J , R E / cr, 4 r r r ~ 919-562-2115 f
Q H ~ r ~ ~ , r o. 5 ' / ~ ~ R . T 1 YOUN SVtLLE INDUSTRIAL PARK ~1 v w PROJECT ADD ESS, LO 2, G
~ r N S6 ~ R1 ~ r 80 ~ ~ / . Op , 1 Q YOUNGSt/1LLE, NC m
r r ? S r / , s~, w PIN: 1853-29-8156 rw ~
r / , , EfP REFERENCE: Q.B. 920 PG. 909 ,h ~ N F
W r r f ~ MB 2005, PAGE 395 ~ RONALD WADE &
r r h/ h l r ,h N o ~ ~ iv ~ BONNIE B GIBBON ZONING: MU 0 4
r r ~ ~ ~ r .h ~ ~ D.B. 1014, PG. 916 ~ EXIST/PROP USE: WAREHOUSE ~ ~ PIN 1853-47--0971 R~
r r ~ , ~ 2a , r / R p . 2° ~ ~ w ~ ~ o E ZONING: AR ~ ~ TRACT AREA: 10.00 ACRES
r r ~ / r EI r ~ r ~ ~ , o DISTURBED AREA: 11,00 ACRES
E; r r I r r ~ ° f rn P
' r / t / t~~ ~ ~ PARKING REQUIREMENTS: ~ ~ N f p
/ / ~`x,56 , I'a ~ r pp' r psi, p° N 1 A P R MP o SP CE E E LOYEE
r ~ pp ~ ~ REQUIRED PARKING 90 EMPLOYEES : 90 ~ ~ m BMP MAINTENANCE EASEMENT
r r r / r o PARKING PROVIDED: 101 ~ ~0 ~ t
p 4 ~ HANDICAP ACCESSIBLE PARKING; ,,q„~S SS„
„ ii f4 ~ ~ (INCLUDED IN TOTALS LISTED ABOVE) ~ ~ p13'
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~ i 10 SPDE PAR • N! KING SETBAC r ~ 243.41 K rw ' k " k ~ 1. ALL SITE SIGNAGE SHALL BE fN ACCORDANCE N7TH THE MANUAL ON f
® STONE ~ :18 ~ \ r--__ L :7a, UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
f + N 85 20'54:, ~ Q + W ~ ~ p ~
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o " ~ NG S ~ ACCESSIBLE PARKING R?-1 12 xi$
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CAS 1, L~.li ~ I 1, I.." 6.2,r' N T ~ 2. ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARA CE O 5 0 THE BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET IN `T IN
D.a. ~ 395, PG. 7t o . r , ~ ~ M.a. 2ao3 PG. 373 + ~ ~ _ _ ~ r1 R 3-FT DEEP x 12-IN DIA. CONCRETE FOOTING.
' 1 1 aq, PIN 1853-Z7-33x9 + ~ 4, ~ ~ + , ~ AND
ZONE: HI r } ~r ~ ~ ~ "`1- 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH 1HE MUTCD AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS. CID
~ + Ra ~ ~ i N ~F ~ ~ ~
' ~ ' ~ ~ N + + ~ ~ RONALD WADE & OONNIE B MARKING NCDaT sT~D. sIZE coLOR ti PARKING SPAC S - 4-IN WHT: GIBBON E
i 1 ~ + + ~ D.B. 1014 PG. 916 NO PARKING -FIRE LANE * - 4-fN YEL
i ~ ~ ~ PIN 1653-47-0624
1 + NF a/ f A * N PARKING -FIRE LANE MARKING SHALL CONSIST OF A 4" SOLID ZONING; AR 0 t H W XT °'N PARKING - FfRE LANE°' YELLOW STRIPE ANDS H G YELLO TE° 0 qG ®m
1 i MAJESTIC MARBLE ~ GLASS + i ~ AT 10 ' 1N RVALS. O TE
~ COMPANY: i + ~ D.B. 1545 PG. 867 N '~44 4. ALL PAVEMENT MARKINGS MAY BE THERMOPLASTIC OR ALKYD-RESIN TYPE PAINT. I REVII'MED BY: JI""( pE PAINT. DESIGNED ICY: BDS
~ ' i ' PIN 1853-27-7353 r ~ W °+A
+ + ZONE: MU i r EIB f3Y DRAWN BY: TSG
+ + NF O i STONE DATE: 9-2'-,7
i , - CLYDE OREN JR, & BETTY i r ~ CROWELL PROJEC'i Nt ylkl Z: C r
! r D.B. 886, PG. 804 + SITE STARING
+ ~ PIN 1853-37-2597. ~ + PLAN
ZONE: AR i ~ ~ ~ ~ ~
+ ~ NF
~ ' + i STEPHEN V & JAMIE C 50 0 25 50 100 200
+ ~ + vleK _ D.B. 954 PG. 976
4' r + ~ r ~ N 1 PIN ~ 1553-47-0318
+ ~ ZONING: RA (IN FEET )
E r ~ i " ch = 50 ft. ~t SEPTEMBER 2007
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I ~ i ~ NE~10 ASSOC., INC o/o ROBERT NEB / ~ / S7RU D.B. 920. PG. 909 I ~ ~ ~ ~ / UP STRM 5 a ° STRUCTURE 1~1C. PIPE PIPE PIPE PIPE UPPER LOf+JER UPSTREAM STR~.CTURE DATr ~
c ~ ~ ~ ~ UP STRM DN STRM SLOPE DIA. Iyh~1CTH MATRL INV.. Ih~t . CP ELEV DEPTH TYPE ~ co TP-~ Y' 1
~ ~ M.B. 2005, PG. 395 / / / ~ I I ~ ~ ~ PIN 1853-29-8156 ~ / ~ / ~ ti (F~ ~F~ (F~ ~F~
I i i ~ ~ ZONING: HI / / ~ / CF1 9 w ~ ~ 6 N
~ ~ ~ I I ~ ~ / ~ l / / cF2 CF1 CI-2 0.59 15 85 HOPE 432.00 431.50 435,00. 3.00 CI * Cat C.I-3 0.50 15 400. HOPE 431.50. 429.50 4x6..10 4.60 CI
C~3 CI-4 0.56° 1b 107. HOPE 429.50 428.90 435.10* 5.60 CI *
I I CF4 FES-1 0.649 14 141 HOPE 428.90 4..8.00 436.90 8.00 CI - - - 47
~ / ~ SR 11
DF1 FES-2 1,32' 18 114. NDPE 429.50 428.00 436.50 .1.00 DI S 11 77 M i a ~ Iti.~' r'
~ ' I ~ 1 ~ / ~ / / ~ \ / ~ k^~~ / / i TOP YOUNG 0 ~P SVILLE !y 0a f ~
* TOP ELEVATION FOR CURB INLETS IS THE CENTERLPNE OF TOP OF $AGK OF GURB ~ ~ 6
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~1 ' I ~ / ~ ~ , ~ / ~ ~ NEMO ASSOC., INC c o ROBERT NEEB P VICINITY MA
~ ~ ~ / ~ ~ i , ~ ~ ~ a~ D.B. 920. PG. 908 TT A NQ 0 SC L.E SEALS is f'
~ ~ ~ ~ ~ ~ / / i i i ~ i / ~ M.B. 2005. PG. 395 ~ NF
~ ~ ~ 1 / ~ ~ ~ i ~ ~ PIN ~ 1853-29-8156 / DENNCS NINES AND
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1 \ I~' I1 ~ ~ / ~ / %i ~ \ l BMP MA~'fENANCE EASEMENT. \ .14 P, D.B 3 9, G 698 eCA®m
~ PRF 3, SLIDE 94C 1 ~ PIN # 1853-48-0351 F S/p Pw
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1 1 I I 11 I i I I I I REVISIONS
C 1 ~ E I I ~ I I ~ BMP MAINTENANCE EASEMENT
\ ~ ~ ~ i ~ 11 ~ 11 l l~/ ~ ~ ~ \ i ~ \ I ~ ~~I I ~ ~ I I ~ ,r- ~ I I
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EASEMENT i i INV 2~I957~' ' 11 , ~ I ~ ~ ~ / \ / ~ \ \ 1 ` INV=429.5 i / ~p'l~~ \ I \ \ N ~ ~ ~ ~ I p+ a
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SEE DETAIL SHEET 07.01
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~ ~ FINAL CONTOURS
~ ~ t OUTLET STRUCTURE ~ - ~ ~,,,o, DISTURBEa LIMIT UNE
_ ~ , SEE DETAIL SHEET G7.04 ~ I'^V f^^ C~ (-7 G Q O C'-~ E 1n OL O
~ I t t ~ ~ EXISTING STORM DRAIN PIPE r ~ Q Q <`1
l 1,~~/,/~ l ~ 1, ~ R ; pRppo~ ~ J ~l . ~ ll ~
t I ~ PROPOSED STORM DRAIN PIPE ,ONSTRUCTION DOCU I N
~ ~
Q~~ ~ , l / l ~ l ~ FF' 2 g LDIjvG I \ , 1o wraE VEGETATED SHELF t / SEE DETAIL SHEET G7.04
g J ~ / ~ 1 1 / t f,
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Z ; ' ~ ~ ~ / / / ~ . 1 \ oowr~sPOUr cdjjjVVVNEC110N (TIPICAL) A35 ~ ~ ~ ~ / g3 ~ ~ ~ SIZE TO BE DE~ERMINE BY ARCHITECT/CONTRACTOR e t ~ w ~ ACTOR r~ s t ~ j
INV=432.0 , ~ ~ S ~ i SEE DETAIL SH ET C7.02 ~ , I ~ ~ .h ~ ~ ~ , N/F
i ~ / / / i ~ ? ~ ~ / x RONALD WADE & ~
N ~ BONNIE B GIBSON ry ry i ~ r q ~ 4
~ I D.B. 1014, PG. 916
' jj I j/ / Ir~ TRENCH DRAIN 1 ~ I ~ ~ SEE DETAIL ~ a ~ PIN 1853-47-0971 / / FES-1 t q0 w I ~ ZONING, AR
/ I / / / / ~ ~ / ~ ~ ~ SHEET C7.02 ~ ~ ~ t t ~ o , Q ~ ARMOR SHELF
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r / ~ 1 ~ ~ f,, / S0 Bt11 pl / - Nc ~ j f SETBACK _~-.r ,r MAY VARY IN ORDER TO DALANCE ~ r ~ ~ THE ON-SITE EARTHWORK
/ FINAL GRADES SHALL DRAIN y
TOWARDS POND TO THE EXIENT ~ \ POSStELE
_ _ a INV 440,00 ~ j ,r ~ - ~ ,-r-
+ i f S1DE PARKIN ~ \ ® ~ SETBACK ~ I
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+ + i + + i N F ~ RONALD WADE ~ DONNIE 6 ' I 1
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+ + + + ° + + I D.6. 1014, PG. 916
+ + GRASS LINED SWALE PIN 1653-47-0624 SWALE ZONING: AR
r + A RA A WI TH N/F VE GE B SE D 6 1 + r ASE WIDTH 6 r
+ , MAJESTIC MARBLE & GLASS ~ o.1q SLOPE ra FORB, r + SEE DETAIL SHEET C7.0' + r COMPANY 'E TO FORBA Y ~ SHEET C7.01
r r D.B. 1545 PG. 867 + , Rl '4 JE:WED BY: 1}'(, t
PIN 1853-27-7353 r r ~ \ ~ ~ ® ~ D 1, I G N EFD :BY:: DR 'kWN BY: T
' r ZONE; MU + , + + N/F
i + + , CLYDE OREN JR. & BETTY C~~., ~ ~ J DATA:: 9-2' 07 PROJECT NUMBER: 07-'
+ + + CROWELL +
r + D.B. 886, PG. 804 r + SITE GRADING
+ PIN ~ 1.853-37-.2597 + + PLAN
+ ZONE; AR r + +
+ + i + NF
+ + + + STEPHEN V ~e JAMIE C 5Q 4 25 50 t0Q 200
+ + + + VICK D.B. 954, PG. 976 C3
+ + r + + + PIN ~ 1853-47-031$.
+ + p + + ZONING: RA ~ I FEET )
r + 50 . 1 inch f~ SEPTEMBER 2017

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SR BRANDY BRANDY In In, I
I / / ! ~ i. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE knIn
/ / / / i ~ I / / / / CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY A THAN N ~ RUNOFF-PRODUCING RAINFALL BUT IN NO C SE LESS 0 CE ~
~ I I / / f 1. .PERMANENT OR TEMPORARY GROUND COVER SNAtt BE I / / I / 1 / / i PROVIDED OVER ALL DISTURBED AREAS OF .THE SITE AS EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY i. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND ~ ~ CI}
I I l / f f / SOON AS POSSIBLE, HOWEVER, NO LATER THAN 21 CALENDAR I ( ~ ~ ~ TO MAINTAIN ALL MEASURES AS DESIGNED. LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH N
~ ~ / / / { DAYS AFTER CONSTRUCTION ACTIVITIES HAVE PERMANENTLY I I / / z ( ( / ON AND .OFF-SITE. SITE 2. REMOVE SEDIMENT FROM SEDIMENT TRAPS AND BASINS WHEN ~ Ul rn ii fa
I ~ / / / OR TEMPORARILY CEASED DURING ANY PHASE OF WORK. I / ~ ~ I / / J STORAGE' CAPACITY HAS BEEN APPROXIMATELY 5Aq FILLED. 2. THE GRADING CONTRAGTOR SHALL MAINTAIN ALL EROSION CONTROL
I I N/F / / 1 I I / / e NEt~10 ASSOC., INC c/o ROBERT NEB / / 0 2. TEMPORARY OR PERMANENT GROUND COVER SHAtt BE CLEAN OR REPLACE GRAVEL FILTER WHEN THE SEDIMENT POOL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL NO LONGER DRAINS PROPERLY. AUTHORITIES OR THE ENGINEER. G
I ~ ~ ~ ~ ~ / D.B. 920, PG. 909 / / / -f PROVIDED ON AtL SLOPES WITHIN 21 CALENDAR DAYS AFTER- I I ~ ~ ~a ~ ~
I I / M.B. 2005, PG 395 / / CONSTRUCTION ACTIVITIES.HAVE PERMANENTLY OR 3 I ~ / ~ I ( / 3. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE ti 3. REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES ~ DISPOSAL OF ALL CLEARING AND GRADING WASTE' MATERIALS
PIN ~ 1853-29-8156 / / / / ~ TEMPORARILY CEASED. I ~ ~ I / / ZONING: HI / / / 6-INCHES AT THE FENCE REPAIR SILT FENCE AS NECESSARY TO 9 4- GENERATED .DURING HIS PHASE OF WORK AND FOR OBTAINING 6 N ~ MAINTAIN A .BARRIER. ALL APPLICABLE PERMITS. FOR OFF-SITE STOCKPILES AND OR fir"t3
I j / k I / / / 3. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR. l WASTE AREAS.
I I I / / 4 I I ~ / / TEMPORARY STABILIZATION DURING THE ESTABLISHMENT OF ~ ~ / --r 1 I I / \ 4. ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS NECESSARY AND MULCHED ACCORDING TO PROJECT SPECS Ti
/ / / I GTAII R NA P P :1 R PR / VE E VE COVE O tL STEE SLO ES (6 O STEE E ) 1 1 / \ ~ I I ~ I / / / ' 4. DISTURBED AREA; 8.5 ACRES. TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH. w~
\ / / / AS REQUIRED TO .PREVENT EROSION. INSTALL MATTING PER. I I / i 1 1 1/ l i f 5 \ / f / MANUFACTURER S INSTRUCTIONS. 7 5. ALL EROSION MEASURES SHALL REMAIN IN PLACE UNTIL THE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY TRACKED SR 11 ~
k ~ 1 / ( / I 1 / / / / J/ ~ f i 1 ~ r l f SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED BY S ENURE SITE IS PERMANENTLY STABILIZED AND APPROVAL IS GIVEN ~ CONSTRCU110N TRAFFIC. l1 O.: 770
1 ~ / l f ~ 1 / n I I / \ 1 f ~ BY NCDENR TO REMOVE THE TEMPORARY MEASURES. YOUNGSV ti Q ~P IEEE Gy ~ ~a
1 / i ~ 1 / i ~ 1 , ~ ~ 9 6
y.- 1 I / R INFORCED / k 1 / / I i / / 1 / /
I / ILT FENCE / 1 / 1 aurtEr , /
I ~ a ~ / / '3 ,f'~ N F / / ~ / ~ l i ~ i it l I I / / r / INITY MAP UIC
I / ~ ~ , ~ MEMO ASSOC., INC c o ROBERT. NEEB \ / ~ I I f ~ / ~ D.B. 920 PG. 909 I \ / , NOT TO SCALE SEALS
k I / ~ r / M.B. 2005 PG. 395 1 \ / o ,
/ / r - - I ~ \ r- ~r ~ / PIN 1853 29 8156. I i # NF DENNIS HIKES AND
k I / ZONING: HI ~ k i / / / ~"r, ~ KELLY A. HIKES FARRELL vollsollitill
I r 0 / ~ / / 1 / ~ I ~ / i BMP MAI 'I`ENANCE EASEMENT D.B. 1349,. PG. 698 COQ`
l ~ ~ ll 1 / / ~ I / / / _ 1 / ~ ~ PRF 3, SLIDE 94C PIN 1853-48-0351 I
k I CHANNEL 3 / \ ~ I / ~ \ ~ / I / I 1 ~ ~ ~ ~ ~ ZONING; AR
k \ f r i _ 1 i 1 11 ~ ~ 1 1~ q•. AL
~ / TEMPORARY / \ I / ~ 1 N ~ ~ 1 1 L.. / ~ / / / ~ ~ 1 1 - _.,r CHECK DAM / 1 11 1~ 1 1 25493 'a
`t ~ / a ~ \ 1 ~ / TYPICAL / ~ ~ ~ ( ~ ~ ~ 1 ~ 1 ~ 1 1 11
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\ / / / ~ D TC J ~ ~ I ~ ~ ~ / D TC I ti- I THIS PROJECT WILL CONSIST OF STUMPING AND STRIPPING APPROXIMATELY 8,5 ~ ~ ~ ~ ~ ( IC L)I ~ ) ~ ACRES OF LAND TO CONSTRUCT A WAREHOUSE FACILITY. THERE ARE FEW EXISTING XISUNG
/ , / / - 6 ~ I l / ss . NG ~ I THE S ON THIS PARCEL AS IT HAS PREVIOUSLY BEEN CLEARED EXCEPT FOR THE f E , r i ~ o THE
\ I / ~ / / \sO r I ~ o T I I J , / 3~ o Q I 1 I STUMPS, I Il N I I J I I I REVISIONS
~ ~ l 1 i/ r ~o = I I ~ I I I1 I THE MEASURES TO PREVENT EROSION ARE A SEDIMENT BASIN THA 7 WILL TREA T ~ I EIl~IFORCED A T z
i / I 1. ~ ~ l i I I I ~ BMP MAINTENANCE EASEMENT JUST UNDER 6.0 ACRES OF DRAINAGE PERIMETER SILT FENCING INTERNAL 1 ~ ILI~FENCE ~ I ~ I % DIVERSION DITCHES TO ROUTE RUNOFF TO THE BASIN, A STONE CONSTRUCTION )N=
e / \ PIPE NLET I / ~ ~ / OUR ~ ~ ~ ENTRANCE, AND CHECK DAMS TO PROTECT THE EXISTING ROADSIDE DITCHES.
PRO crra~r / ~ / / r \ / / No . I ONLY ONE CONSTRUC110N ENTRANCE IS PROPOSED BUT THE CONTRACTOR SHALL TALL f
TYPI a l / f *~.,,oo, I \ ~ / ( c t l I / , / o,~ / s s '1~~. a `'°f / PROTECT ALL POINTS OF EGRESS AND ADD ADDITIONAL ENTRANCES AS NECESSARY. SSARY. ` a a a
\ / i I 2 / i I I / r I ~ I \ I I I ~ I ~ a THE CONTRACTOR SHALL CONTACT THE LAND QUALITY SECTION AT 919 79i-4200 a H --4200 a
PUBLIC r / l r ( I / I SLOPE ANO / ~ 8 I / ~ ~ I ~ I 2 ~ ) ~ A ~ PRIOR TO THE BEGINNING OF LAND DISTURBING ACTIVITIES. THE CONTRACTOR ~ , ~
DRAINAGE ~ r' 1 I ~ J / I ~ / J ~ EASEMENT I I / I I ~ CHANNEL 5 ~ . ~----.a _ SHALL BEGIN TO INSTALL THE CONSTRUCTION ENTRANCE AND PERIMETER SILT I ~ ~
~ i ~ / ~ ,.r r I I ~ L Itl I ~ i / ~ / Q / \ I I I ~ ~D' FENCES AS SHOWN. NEXT THE CONTRACTOR SHALL INSTALL TAPE SEDIMENT BASIN 1 ~ o i~ i ~ \ ~ DETAILED AND THE DIVERSION DITCHES SHOWN TO DIVERT RUNOFF TO THE BASIN, I \ _ _ 3ASIN o 4SIN. w' 3 w
/ rx / I ~ 1 ~ I / i ~ I / / / ~ 1 1 I 1 I ~ OUTLET PROTECTION ~ `1 BOTH THE SEIMENT BASIN AND DIVERSION DITCHES SHALL BE SEEDED/MULCHED ~ \ 6LX4.5WXi2T IED
r ~ I ~ r / / ~ / \ \ 1.1 \ IMMEDIATELY AFTER INSTALLATION. THE CHECK DAMS SHALL ALSO BE INSTALLED. ~ 1 ~ ~ CLASS B RIPRAP AT THIS TIME. ONCE ALL OF THIS WORK HAS BEEN COMPLETED THE CONTRACTOR ~ , LLED ~ CTOR w
f / / / v I TEMPORARY ~ ~ / ~ / / \ I ~ I c~ / \ f /1 / I CHECK DAM I / / ~ ~ I ~ SHALL CONTACT NCDENR FOR INSPECTION. \ a a z z
r i 1 / / / ~ t TYPICAL ~ ( ) t / r l \ ~1 ~ ~ \ ~ ~ ~ 0 ONCE APPROVAL OF THE MEASURES IS GIVEN THE CONTRACTOR MAY BEGIN
~ / ~ / / 1 1 / r I / / 6 I ~ R r' ~ \ MP1N AN TRIPPING. ALL STRIPPED MATERIAL SHALL BE STOCKPILED ON SITE r STU G D s w )N SI TE
~ i / 1 CHANNEL 2 1/ I / ~ - 1 ~ / / , 1 \ ~ ~ ~ T ~ WITHIN THE APPROVED DISTURBED LIMITS AND PROTECTED WITH PERPMETER SIL ;lL T z
F: ~ ~ ~ / I / ~ / ~ ~i / 1 ~ ~ FENCE OR IT SHALL BE HAULED OFF-SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LAWS. _ MTH
/ / 1 OUTLET PROTECTION i l I \ ~ / ~ ~ ~ EXTEND OUTLET PROTEC110N UP u z z z 4
r r n / 1 / / / ~ stx4.swxsT / / ~ \ ~ 6 AFTER TRIPPING IS OMPLETE THE CONTRACTOR MAY BEGIN GRADING OPERATIONS. S C , ~ r,,-- ALONG DITCH CUT SLOPE AT PIPE .STONE FOR THE BUILDING PAD, DRIVES AND PARKING STALLS SHALL BE INSTALLED - ~ 4 77ONS. ALLED
CLASS B RIPRAP , J \ \ ~ OUTLET TO PROTECT BANKS FROM A PRA TI A T IMIT RUNOFF. ~ ~ ~ S SOON AS C C L 0 L T. - r-- ' EROSION W M oo C+ ,
1 _ 1 ~ ~ ~ r I ~ ~ AS SOON AS LANDSCAPE AREAS ARE BROUGHT TO GRADE, PERMANENT SEEDING ZING
/ / ~ ~ I / ~ ~ / \ TEMPORARY e ~ / \ 1 1 1 l l r A l \ AND MATTING (AS REQUIRED) SHALL BE INSTALLED. REFER TO THE SLOPE AND ND
coNSrRUCrION / / / f ~ o \ ~ / I ~ A 1 ENTRANCE / / ~ ~ sa ~ / / / I ~ ~ ~a A M R P I Fl C INFORMA 110N. ~ STABILIZ TION NOTES FOR 0 E S EG _ o ,ONSTRUCTIQN DOCL' x:11 'M
l ~ xo ~ I ~ / / / 1 \ ~ i / ~ 1 ~ ~ U ~ ALL EROSION MEASURES SHALL BE MAINTAINED 1HROUGHOUT THE DURATION OF THE OF THE
/ / D ~ ~ / / 1 F S 1 N / f ~ ~ / ~ l 1 ~ T ~ PROJECT. REFER TO THE MAINTENANCE NOTE'S FOR MORE SPECIFIC INFORMATION. ~ I, 770N.
~t / / / ~ / ~8 / f RMAN Y TA I I D THE TEMPORARY ONCE ALL AREAS OF THE PROJECT HAVE BEEN PE ENIt S B L ZE , IE
/ - - 1 1 / v / / / ~ r l l r r CONTRACTOR SHALL CALL FOR AN INSPECTION BY NCDENR. 1F APPROVED, ALL E - ~ I / SILT FENCE LL
/ ~ / 1 1 1 ~ N Y ! TYPICAL TEMPORARY MEASURES, MAYBE REMOVED AND THE.aE AREAS PERMANE TL STABILIZED. THE CONTRACTOR SHOULD THEN CALL NCDENR FOR A FINAL ~ r
r' 4" / ~ \ / \ ~ i/ I 1 ~ ~ ~ 1 ; " INSPECTION TO CLOSE THE PROJECT OUT. r'
/ ~ ~ ~ I / ~ I I \
/ I ~ / I ourtEr PROr~crroN a~ / I 1 r E.. ,r-- PROTECTION w ~ ~ ,W ~
\ ¢3 i ~ / / S I t2LX6WXi8T ~ ~ I 6WXi$T h, I ! ~ ,h ~ ~
~ ~ / f I CLASS B RIPRAP CHANNEL f ~ / I I 1 / \ z i N /F B RIPRAP ~ h• ~ ~ RONALD WADE &
/ / 1 I ~ r- ~ BONNIE B GIBBON ~ ~ / ~ a.
i \ / ~ I / l I I D.B. 1014, PG. 916
0 ~ / ~ PIN 1853-47-0971 Q ~ W ~~0 1 ZONING: AR
I / / / / \ l , / ~ ~ 0
I / f r r i / I r ~ / ,,r / o ~ r.. ~ / ~ ~
J i r
~ / 1 / , / - ~ o /EXISTING CONTOURS
~ ~ / f / / / r,. ~ \ / J / / / ~ 3 ~ \ FINAL CONTOURS ~ ~ BMP MAINTENANCE EASEMENT
\ I / / / / f-- ~ ® t r°~. ,TEMPORARY CONTOURS
aa. / / ~
r l l r-
r e ~ ,-r-- / / 50 /f r / BUILDIN DtSTURDED LIMIT LONE r \ f,, ~ ~
~ / G SETBACK ~ ~ .r ~ / i ~Y~ ~ " OUTLET PRO ~TION ~ I TEMPORARY DIVERSION EERM DITGH, SEE DETAIL SHEET C7.01
h ~ ® ~ "ET C7.01
~CLA~SS 8 RIPRAP,,
r i ~G SIDE PA "7` l 1-.,. 0 RKlNG SETB ~ l® r - / ~ 0 TEMPORARY SILT FENCE, SEE DETAIL SHEET C7.01 d
f` / 6
r r / o r ~ r-
r ~ l kING ~ I NT tN TAI H T 7. 4 TEMPORARY SED ME BAS ,SEE DE L S EE C 0 CHANNEL 4 ~'~3,~. 04
r / / ~ Ck III'.
- ~ 1-.,.. - ` ~ / ~ f NF I I )HEFT CZ 01
CAS 1, LLC ~ 1( r ~ a. ~ / i , ~ 5 TEMPORARY CONSTRUCTION ENTRANCE, SEE DETAIL SHEET C7.01 ~ f
D.B. 1395, PG. 710 r r r / ~10 r t ~ ~ DIVERSIOA~ M.B. 2003, PG. 373 ~ ~ fem., 4 i 3
r r DITCH I # 853 27 3309 ~ (TYPIGAL) ~ ~ ,~r" TEMPORARY CHECK DAM, SEE DETAIL SHEET CT.01
r ZONE; H I r r ~ a ~ ~
r r , ~ r i r i i ~ N F "---~,,_.a I REINFORCED SILT FENCE OUTLET, SEE DETAIL SHEET G7.01 C7.01
r r ~ s r,. i r RONALD WADE & BONNIE B ~ G BSON
TEMPORARY r ~ SILT FENCE I D.B. 1014, PG. 916 OUTLET PROTECTION SEE DETAIL SHEET C7.02 ,
r r TYPICAL r PIN 1853-47-0624 ~ REINFORCED
r r NE a t ZONING; AR ; SILT FENCE
r i MAJESTIC MARBLE 8c GLASS r r ~ OUTLET !I TEMPORARY PIPE INLET PROTECTION, SEE DETAIL SHEET G7.01 -ET 07.01
r COMPANY r r D.B. 1545 PG. 867 ~ ~ REVIEWED BY:
r , r i , PIN # 1853-27-7353 ~ t ~ TEMPORARY INLET PROTECTION, SEE DETAIL SHEET 07.01 7.01 DESIGNED BY: F5
r r r ZONE. MU c r r N ~F / STRAW w/ TAGK CHANNEL LINING, SEE DETAIL SHEET. G7.01 DRAWN BY: r 07.01
i r i r CLYDE OREN JR. & BETTY e ~ DATE: C)
r r CROWELL r r S75 CHANNEL LINING, SEE DETAIL SHEET C7.Ot PROJECT NUMBER: ''T
r r D,B, 886, PG. 804 r ~ SITE SEDIMENTATION
r r PIN # 1853-37-2597 r r ZONE: AR AND EROSION
r r r CONTROL PLAN
r r i r NF
r ! r STEPHEN V & JAMIE C ~o o zs ~0 900 200 "
i r t r VI CK D.B. 954 PG. 976 mullswmmmm co
r r r PIN # 1853.-47-0318 _ e.
r r i r r r ZONING: RA (IN FEET )
1 50 1 inch ft. SEPTEMBL J 2007

1 _ St1
i(!
f„ A-
r„ 3 1~~ ~ ~ r
j 5~ BRANDY J ~U BRANDY
? yy r e
U) = r r 71
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SITE
NF / NEMO ASSOC., INC c/o ROBERT NEEB ? J \
D.B. 920, PG. 909 ~ !
M.B. 2005, PG. 395 PIN 1853-29-8156 -a 1
ZONING; HI l7 6 ~ N
~7 ~ ~ S' ~f
. ~r 77
YOUNG G ~P SVlLLE G~ U
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/
/ N /F r r NEMO ASSOC. INC c o ROBERT NEEB T' AP VICINI M
r r / r r ~ D.B. 920, PG. 909 r r NTT SCALE o a SEALS
r r / M.B. 2005, PG. 395 r r NF
r , ~ PIN ~ 1853-29-8156 ~ r ZONING: HI DENNIS NINES AND
r r / k; r KELLY A. MINES FARRELL
r / r r ~ BMP MAINTENANCE EASEMENT r r D, B. 1349 PG. 698
r r l f' r r ~ PRF 3 SLIDE 94G A FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET C7.O2 a PIN 1853-48-0351 Fes A
r r ZONING. AR 2 WATER METER, SEE DETAIL SHEET C?.03.
~ I rr i / ~ 25493
rr r r / r r ~ FPRE DEPARTMENT CONNECTION TO BE WALL MOUNTED ~ a SEE FIRE PROTECTION PLANS.
~ r G r/ r ~ / W PR NT R A M Y INSIDE HEATED 2 REDUGED PRESSURE BAGKFLO EVE E SSE BL YIN --A TED
r ~ ~ CI-2 ~ a ENDCLOSURE, SEE DETAIL C7,a3.
r ~ , / T r ~ I-1 ~ r r j p I I W RFR EXTEND SERVICE TO WITHIN 5 0 OF BU LD NG ALL. E E E roe®o®oro,tatt~~~,,
i r r 8 ~ H F,o TO PLUMBING PLANS FOR EXACT LOCATION AND PNVERT ELEVATPON.
~ / J ~ '9 r S , p'h'i EXTEND WATER MAIN TO 12-IN ABOVE FINISH FLOOR FOR FPRE E
r r ~ S PROTECTION GONNEGTION, SEE DETAIL SHEET C7.O2. ~j
B op '°~,so , q s~ r 1 p Q os,, Te ~ l w s ~ l'~ H AP 12 X8 STANDARD TAPPING SLEEVE AND VALVE, SEE DETAIL C6.03. R VISfONS
r ~ t 12~. F Ck H ~ n BMP MAINTENANCE EASEMENT 8 °fi REDUCER E-
~ i r r l I 3 ~ , , r i,. DI If
r r l iw 6 `1,,. 8 X 8 TEE WITH THRUST BLOCKING d
~ ~ r r a ~ I~ ~ r o Q 2 N68. A KF W PR NT R AS MBLY INSIDE HEATED ~ 8 REDUGED PRESSURE B C LO EVE E SE ~ EA TED
r ~ UIW S Os=~ r r ~ ~ ~ ~S ENDCLOSURE, SEE DETAIL C7.O3,
~ ~ 1~ S2 r ~ Rc INV-424(23 ~ A / ~ - ~1 E Q Q ,,w K POST INDICATOR VALVE, SEE DETAIL C?.03. Q ~ i? z
PUBLIG I I i~' SL©PE AND r 1T o ~ ,h ~ C4 ce':
DRAINAGE 1 r / 1 s r I ~ EASEMENT i r ~ I 1NV-I4~4.95 h S6 ~ BQQ. z z yr rn W
l r l i SEWER PUMP r r ~ ~ S E ~ ~ u; w w
I r , DESIGNED BY OTHERS r r ~ ~ SEE PLUMBING PLAN ~ 8Q CI-3
r r i 1 r r J 1 FOR SIZES AND SPECIFICATIONS r r ~ ~ 7. THE CONTRACTOR SHALL VERIFY THE TYPE SIZE DEPTH, MATERIAL, ~ AND LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. V.
I r r~ 2. ALL WATER AND SEWER CONSTRUCTION METHODS, MATERIALS
r r ~ , 1 , r ~ o . , ~ e ~ AND TESTING SHALL BE PN ACCORDANCE WITH FRANKLIN COUNTY
. / ~ ~ r ~ r ~ STANDARDS AND SPECIFICA TPONS. ~ ~ F c r
r ~ /r ~ Q r r/ , ~ 3. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES IMTH
r e ~ cu Q r r ~ ~ r r ~ 0 OTHER PRIME CONTRACTORS, .UTILITY COMPANIES AND OTHER TRADES INCLUDING BUT NOT LPMPTED TO: NATURAL GAS ELECTRICITY 's r r v u u u
r r/ ~ ~ o TELEPHONE AND CATV. r..r z z z z i
r r Q ~ ~ r r ~ 4 l r ~ ~l OUTLET STRUCTURE ~ 4. ALL CONSTRUCTION METHODS SHALL COMPLY WITH ALL APPLPCABLE is
1NV=429.5 r j ~ ~ r r a ~ SEE DETAIL SHEET C7.04 OSHA REQUIREMENTS. c - o r4 M, oc C C
r ~ / ~ , It ,r / ~ p 76 LF 18 RC r r ~ h ~n ~ 5. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO E-' C^f fry ti'r ~ . 1 C C~d l /T
r r ~ Q ~ p ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT I®4 ^ o N ro FACILPTIES. COORDINATE' SHORT-TERM, OFF HOUR, TEMPORARY
h' r a.A r , ( 4s ~ r.. Q SHUT--DOWNS WITH THE CITY OF ROCKY MOUNT.. CONSTRUCTION DOCUMF ',q F
1 r D ~ r 1, p $ / tr H 4~ I~ c~
D a> , K ~ S LN ~e Q. ~ ~ F 6. FIRE HYDRANT ASSEMBLY INCLUDES FIRE HYDRANT, & GATE VALVE " AIN1N R THRU T CKING AND STONE. AND 80X, 6 D.I.P., RESTR G ODS, S BLO , f! ONE.
r r / .6~, G r
v r r ~ 1 0 r r r/ c e a I EXTEND WATER SERVICE TO WITHIN 5 O OF BUILDING. PROVIDE
Q r J 4 r ~ / ! f FITTINGS NECESSARY FOR CONNECTIONS TO BUILDING WATER SERVICE. SEE PLUMBING PLANS.
q r r ~ ~ r r c~
r , f r~~ / r ~ 8. EXTEND SANITARY SEWER SERVICES TO CONNECTION OF m ~ BUILDING SEWER. PROVIDE FITTINGS AND MAKE CONNECTION.
r DOWNSPOUT CONNECTION (TYPICAL) r r I SIZE TO BE DETERMINE BY ARCHITECT/CONTRACTOR w SEE PLUMBING PLANS, ACTOR ,w cn
INV~432.0 3~, t H SEE DETA t S EET CTA2 ~ N/F 9, ALL FPRE HYDRANTS AND GATE VALVES SHALL BE MANUFACTURED: GLOW CLOW
r / r r a r / -o ~ ? ~ RONALD .WADE & URED FORD
r rf r r ~ ~ 10. ALL BRASS FITTINGS SHALL BE COMPRESSION®TYPE AND MANUFACTURED: FORD N Q BONNIE B GIBBON 4
/ r~ D.B. 1014, PG. 916 PIN 1853-47-0971
r r r ~ TRENCH DRAIN r r SEE DETAIL FES-1 ~ q ~ ~ u., I ZONING; AR
r r SHEET C7.02 Q m,~ h" C1
r ri r r r r/ W~? c~ ~ rn ~ XI TIN R P
r r ~ r 1~ c~~ r ~ FES-2 ?N n OVERHEAD
~ r / APPROXIMATE r/ / LOCATION OF PRIVATE p~ E E ELECTRICAL
~ rte, r l FORCE MAIN, SEE PLUMBING ~ BMP MAINTENANCE EASEMENT UNDERGROUND v__-_-_ -UE- UE
r r DRAWINGS FOR SIZE AND SPECS ,r , l r ~ ELECTRICAL „4 ~ ° f
rf ~ J Q4 .`~~`~'4 ~ o ~ GAS _ _ ~ ~ _ G r
C': r ~ ~ r r r r 1 v 9 f 4 8, ~8,
r 'n""- r S 50 BUILDING SANITARY SEWER SS
r TOP-4 7' ~ ~ 0 ,ry ~ TELEPHONE - T T
r INV-436. 2 5~~,, ,
INV-x440.00 ~ ~ S 10 SIDE p ' 0 ~ S ~ D _--_____uT-------- UT 02. 0 TELEPHONE 0 ~ _~o.
i ~ ARK1N l T ~ G SETBACK R~ p Q ~ h WATER W - W
r ~ r'
l _ .~o o~ ROOF DRAIN ______-_RD____-___ RD
r l pq r Rk7N
r ~ G S~ f , req 1 r _ CK STORM DRAIN ~-~e_=~~~~T~rp=~~_
~ , r 1 NF 2 LIGHT POLE LP 7
CAS 1, LLC i 11 r L'~- 5~ 5~2r'' 7 5 i~' S 0~ PP
D.B. 1395, PG. 710 r r i ~ ~ R M.B. 2003, PG. 373 r ( ~ ~ _ ` p r R-1 ~ UTILITY POLE
PIN # 1853-27-3309 ' r 1 ~ MH ~ 4 MANHOLE
ZONE. HI r p a$ a p ~ ~ ~ CO N F CLEAN OUT o 0
r r ~ r i ~ ~ ~ RONALD WADE & BONNIE B
r r r r ~ DI, CB GIBSON DROP 1NtET,CATCH QASIN loor r±<.
p r r r - ~ D,B, 1014, PG. 916
p p p r J r PCN ~ 1853-47--0624 FIRE .HYDRANT C
N /F r p ZONING: AR WV j WATER VALVE ~
t p MAJESTIC MARBLE & GLASS r r p p COMPANY
r r D.B. 1545 PG. 867 REVIEWED B1'; JI"C`
t > r r p PIN ~ 1853-27-7353 DESIGNED BY: BDS
r p . r ZONE. Ml1 p r r NF DRAWN BY: TSG
r p r p CLYDE OREN JR. & BETTY DATE: 9-28-07
r p r r CROWELL PROJECT NUMBER: O7-1724
r , D.B. 886 PG. 804 r p PIN 1853-37-2597 SITE UTILITY
r p ~ p t PLAN
r ZONE: AR r r p
p r 1 p SCALE GRAPHIC N ~F p
! p p r STEPHEN V & JAMIE O 50 p 25 50 100 zoo
r p w p VI~~ D,B. 954 PG. 976
r r r p r p ' ~ PIN ~ 1853-47-0318.
p r p p ZONWG: RA ( IN FEET )
r r l inch = 50 ft, S PTEML4BER 2007
V

~ *a~ _`3
70' MIN. I
1.5 BUT SUFFICIENT TO KEEP
A MIN. SEDIMENT ON SITE
MAINTENANCE i ~ a 9 j ~ C] C7 a O(~o 0 8 MAX. ,u
0 o O I~ ~~p oPq ° G'aa MIN a ~a 1. INSPECT CHECK DAMS AND CHANNELS AT A T W K Y AI LE S EE L ~1. a Q°OQo° 0~, oo Qoo °a~q c~ ao ~ ~ 4 O o VARIABLE AS DIRECTED BY THE ENGINEER ~ WEEKLY AND AFTER F e ~ tr, to ~ -•a ^t - it
oQo Q oQ ~o~ o EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVEN 0 0 0 0 ~ 4 ~ ao o a Norf. FILTER `~(1q ~ IMMEDIATELY. GLEAN OUT SEDIMENT STRAW LIMBS OR OTi 0o O 0 Q ~ a ~ r ~ J ALL EVEN AND REPAIR 2 -3 STONE TO BE USED 25 OR WIDTH OF MBS OR OTHER DEBRIS EXISTING SUR E STONE OR RAI R A ( G L O D PROPOSED STREET,
F o oao Da oa0 Q ABRIG Oo p oo ~ o C~ _ THAT COULD CLOG THE CHANNEL. WHEN NEEDED. o aq~~~o STONE CHECK DAM NOTES: ROADWAY BALLAST WHICHEVER IS
AMOCO 2006 OR Qa °°a a ( o Q ~ STONE SHOULD BE PLACED OVER - p ~Q'a ~ 1..STONE CHECK DAM. STONE SHOULD BE 2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHE EQUIVALENT) 00 oa MIN, 12-1/2 i _ GREATER. INTERMEDIATE IVE THE CHECK DAM AND N. 12- P /L 17A. TERMEDIATE
na °oaa THE CHANNEL BANKS TO KEEP PLACED OVER THE CHANNEL BANKS TO EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE D~ OF THE DAM. CORRECT MIN. 10 GA. WIRES RES
.WATER FROM CUTTING AROUND KEEP. WATER FROM CUTTING AROUND ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCUR; A THE DAM. THE DAM. DAMS ADDITIONAL MEASURES GAN BE TAKEN SUCH AS INS 510N OCCURS BETWEEN ° LINE WIRES JCH AS, INSTALLING A '
PROTECTIVE RlPRAP LINER IN THAT PORTfON OF THE. CHANN GRADE THE. CHANNEL (PRACTICE ?ADE
2. SEE SECTION 6.83 OF "NCDENR EROSION 6.31, RIPRAP-LINE AND PAVED CHANNELS.)
AND SEDIMENT CONTROL PLANNING AND 3• REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS A N DESIGN .MANUAL .FOR ADDITIONAL 1NFORMA TION S Ef P AN L AMS AS NEEDED TO i\r \ r\ r\ r\r\r\ r\ r\ r\ r\ r\ r\ r\ r\ r\r\r , r\ I. 1
PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CH REGARDING MATERIALS, CONSTRUCTION OW THE CHANNEL TO ` ~ \ \ i'R1
» DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LAf CLASS 8 AND SPECIFICA T10NS. .FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES T! 'REVENT LARGE FLOWS 70 MIN. ~ r. / ? STONES TO DAMS AS EXISTING ROADWAY > • J
EROSION NEEDED TO MAINTAIN DESIGN HEIGHT AND GROSS SECTION: CONTROL ° q°° S SEC TI ON: ~
o° o oa STONE a Ga0 0a NEW CONSTRUCTION ~ ~RONr viEw r \ \ 'r \ ?4A*
a ~ a °oQ d\.Jd o a ~oflo~ 0 a Oo \r\,.\,,~ f J / ~ 6 MIN. 6 MIN. . - \ f
a Oa oD ° pa~° aao a ° ~'T 24 MAX... ~ ~ ~~t7oQ ~o a o p a°Q((~~~C7 a ° o o lJo ~ C~ p ~ 0 A T CENTER o Q Quo O o a ~j Qo C_,/ a° a o pq a s / , \ MAINTENANCE ';\j~\ \ \r, f\\j\\j\\j\\j \\r\\j\\j~ ~~j\\j\\/\\j\\/\~ ;
oQ O o 0 0 FILTER a apa~aaa Q°©a0 ° o 0 o a ~,.,/o o ~ Q L./ D ° ° ° tiJ~J~ FABRIC aOQao °(~oa a0oa G~o(~~o~l ~~~(~o Daa \ ~ ~ e, INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK A WEEK AND
01.1 a C~ ~ ~..J o a~ Qo a a0 ~ o ° Q V p ~ a Qol] Ca a o QIJo UU ~ o~ G`'~(~ O ° ~ O OQ a p o~ a o~ `--''o° '~,~r.%~/ref 'r ~~r%,/rf!r~ STEEL POST AFTER EACH RAINFALL. MAKE ANY RE UIRED REPAIR; Q FABRIC UNDER STONE. IMMEDIATELY. ?ED REPAIRS
0( ~oQo oL/ c~ ° o ° ~ ~p Q O o 0 0 0 oo~p,,pp,, ° U~ o ° ° oOaoo Q ~ Q ° ~ oV~J o v~ oD STD SILT FENCE WOVEN WIRE. 2.
POST TINA-A SEC 0 POST NT F N AP FABRIC SHOULD THE FABRIC OF A SEDIME E CE COLL SE. DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PRG E COLLAPSE, TEAR,' _ACE IT PROMPTLY.
PasT (TYP) cRass sECrION NOTES: 3,
TEMP®RARY P_ CHECK DAM SILT FENCE FABRIC 1. ENTRANCES SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES, ~ REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVI~ 'Y TO PROVIDE SEALS 7 RAIN AND TO
10' NOT TO SCALE ° ca FILL SLOPE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND ~ PR R TH F N E. TAKE CARE TO A 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. ~ REDUCE ESSU E ON E E C CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. N Z P
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ~ 4' REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDII f 'TABLE AND STABILIZE EDI MEN IT V~ CAR
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. CONTRACTOR SHALL N ~ GRADE DEPOSITS AND BRING THE AREA: TO GRADE AND STAB! MAINTAIN AS NECESSARY.
a~ c~~' ~ c~ CONSTRUCTION SPECIFICATIONS AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN /r~ f / ®4 C) ° HAS BEEN
\ \ ~ PROPERLY. STABILIZED. 4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD. MUST BE CLEANED UP IMMEDIATELY. ~ \ \ - - 6 MIN. COVER \ NOTES:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, ,~\/j AND .OTHER OBJECTIONABLE MATERIALS. o ~ OVER SKIRT 5. FREQUENT CHECKS OF THE ENTRANCE(S) .AND TIMELY MAINTENANCE SHALL BE PROVIDED. / ( 1. USE SILT FENCE ONLY WHEN DRAINAGE 493 DRAINAGE •
VA TI N ELE 0 N \ ANCHOR SKIRT AS s AREA DOES NOT EXCEED 1/4 ACRE ANC 4 ACRE AND IN
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN RE UIREMENTS. NOTES; Q 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. \ \ DIRECTED BY ENGINEER NEVER IN AREAS OF CONCENTRATED FLt V TRA TED FL 0 W.
1. INSTALL .SILT FENCE PER STD. SILT FENCE DETAIL. 7. S GTI N 6.06 OF "NCDENR EROSfON AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" SEE E 0 \ P®PPP®rrorrrr~`®~®n.~'~~
3. ENSURE THAT THE TOP OF THE DIKE 1S NOT LOWER AT ANY POINT FOR ADDITIONAL INFORMATION REGARDING MATERIALS CONSTRUCTION AND SPECIFICATIONS. f/i . r 2, SEE SECTION 6.62 OF NCDENR EROSIO SIDE VIEW AND SEDIMENT CONTROL PLANNING AND NR EROSION G INNING AND
THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT 2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE .,E FOR REPAIR OF SILT MAINTENANCE DESIGN MANUAL FOR ADDITIONAL INFOFs ZONAL INFORMATION
BARRIER. 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO .PERMIT .MACHINE FENCE FAILURES, USE REGARDING MATERIALS, CONSTRUCTION STRUCTION
E, REGRADING AND CLEANOUT. P P A 1TH 3 LACE RI R P W CARE. DO NOT TEAR SILT FENCE FABRIC MAINTAIN THE .GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM No. 57 WASHED STONE. BRIG R W AND SPEClFPCA TIONS. ' LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PE IODIC TOPDRESSING ITN * FOR ANCHOR WHEN SILT
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION UNLESS - NOTCH AND FOLD 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP REVISIONS
fT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS. FABRIC OVER STEEL POST IM N AN AN IT A N ARY. tMM IAT Y R M V A TI NA FENCE IS PROTECTING SED E T D CLE OUT S ECESS ED EL E 0 E LL OBJEC 0 BLE MATERIALS SPELLED, WASHED,. OR TRACKED ONTO PUBLIC ROADWAYS. CATCH BASIN.
MAINTENANCE HORIZONTAL POST
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EACH RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM, THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.. CAREFULLY WOVEN WIRE. FABRIC TEMP RARY N TUCTI N ENTRANCE TEMP A Y SILT FENCE 'ABRIC I
CHECK OUT T AN T ,a LE S D MAKE IMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS 12 57 WASHED N T T S LE p 0 CA NOT TO SCALE r-,
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE STONE HORIZONTAL POST NATURAL GROUND LEVEL .AND APPROPRIATELY STABILIZE IT. OST
SILT FENCE FABRIC aBRIC Q
ro a z ~ n
a 1 2' ~ ~ ~ A „RIP R ~ CL SS B AP T RIP RAP TYP O C~ O
COMPACTED SOIL MIN. ~'\f\/\f\. ( ) ~~i~ ~
FLOW ,~//~//.~//,v f/~//,~//,~f/,~ %~/i /,~fi~~. ~ ~f~ ~Y~!'~/~. ANCHOR NET)7NG ~u W t
METAL POSTS tN A sN oeEP TRENCH _ jf\~// ~f,, f~/~f~, C~7 z C.z v+ u: tr,
, \ \ N TEMPORARY LINER G~ C1 Q
\ \ \ \ \ \ \ \ \ \ \ \ ~ SECTION /////f \ ~ \ / MAIN
TENANCE GALVANIZED HARDWIRE W W :r-i t^ v;
a, fNSPECT OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 2:1 SLOPE CANT WIRE EXTENDS TO TOP E-* ca c c f ~ er- es- d- I
(1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE (MAX.). OF ANY DEBRIS OR OTHER 08JECTS TO PROVIDE ADEQUATE FLOW WIRE OF BOX ' OW
' FOR SUBSEQUENT RAINS. TAKE CARE NOT 70 DAMAGE OR 6 G t.~ U U
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL: REPLACE TYPI GAL STONE AS NEEDED. .ACE f
C i
TEMP RARY IVER D SI N BERM DIT ,a o c^ r
REINF R ED SILT FE N E UTLET ti NOT TO SCALE NOT TtJ SCALE
CHANNEL LINER ,ONSTRUCTION DUCUME \I
„
TYPE B #57 WASHED STONE ~ z
DEPARTMENT aF TRANSPORTATION
R T SEEDBED P EPARA ION SEEDING SCHEDULE
MlN. 4~DTH OF TEMP. LINER
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL j'.
SHOO D R J IT P CONDITIONS IF AVAILABLE. L E S, S DE D CHES, SLO ES MAX. 3.1 , 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ~ ~ z wit ~ TEMPORARY ~ /~d LINER
3. REMOVE ALL LOOSE ROCK, .ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
DATE TYPE PLANTING RATE REASONABLY SMOOTH AND UNIFORM. E f 4. APPLY AGRICULTURAL LIME FERTILIZER AND SUPERPHOSPHATE UNPFORMLY AND MIX BOTTOM WIDTH
i A W17H SOIL SEE BELOW* . a ( ) TEMP RARY INLET PR TE TI
'`i AUG. 15 - NOV. 1 TALL FESCUE 300 A R TIN ! - LBS/ C E 5 CON UE TLLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED j,', NOV. 1 - MAR. 1 TALL FESCUE 300 LBS ACRE IS PREPARED 4 TO 6 INCHES DEEP. GRASS-LINED CHANNEL ke
/ & ABRUZZI RYE 25 LBS ACRE 6. N A FR H Y PR PAR N V R / SEED 0 ESL E ED SEEDBED A D CO E SEED L1GH TL Y WITH SEEDING N T TCl S CE 4 CA
MAR. 1 -APR. 15 TALL FESCUE 300 LBS ACRE EQUIPMENT OR CULTIPACK AFTER SEEDING. /
APR. 15 -JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. JUL. 1 AUG. 15 TALL FESCUE AND 120 LBS ACRE 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN /
BROWNTOP MILLET 35 LBS/ACRE THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60~ DAMAGED
OR SORGHUM -SUDAN HYBRIDS. 30 LBS ACRE REESTABLISHED FOLLOWING ORIGINAL LIME FERTILIZER AND SEEDING RATES. NOTES:
9. CONSULT CONSERVATION fNSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 57 WASHED STONE
# 1, SEE SPECIFICATIONS FOR TEMP. LINING, RIPRAP .AND FILTER FABRIC REQUIREMENTS.
P :1 T '1 * - SLO ES 3 O 2. APPLY.• AGRICULTURAL UMES70NE 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS FERTILIZER - 1000 LBS/ACRE (10-10-10) c
SUPERPHOSPHATE - 500 LBS ACRE 20q / ( ) 2. RIPRAP CHANNELS SHALL BE OVER-EXCA VA TED
MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED 50 LBS/ACRE ) MULGH - 2 TONS ACRE SMALL GRAIN STRAW / ( ) RIPRAP TO BE PLACED FLUSH WITH PROPOSED 0 0
& ANCHOR -ASPHALT EMULSION AT 450 GAL. ACRE / (MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE. t~~ ~ CHANNEL GRADE,
MAR. 1 -JUN. 30 OR ADD WEEPING LOVERGRASS 10 LBS ACRE ( ) / MAR. 1 -JUN. 30 OR ADD NULLED COMMON BERMUDAGRASS 25 LBS ACRE 3. PREPARE SOIL BEFORE INSTALLING MATS OR NETS
( ) / JUN. 1 - SEP. 1 TALL FESCUE AND 120 LBS ACRE / STORM DRAIN ~ TOP OF STONE ' INCLUDING APPLICATION OF LIME, FERTILIZER AND INLET 2/3 OF PIPE DIAMETER
BROWNTOP MILLET 35 LBS ACRE SEEDING S EULES STORM DRAIN SEED. A INLET
OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE - ~ SEP. 1 MAR, 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE NOT TO CALE A 4. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING NG /
AND TALL FESCUE 120 LBS ACRE / \/i\, THE NET OR MAT IN A 6" DEEP TRENCH. BAGKFILL \,;\ff\ i
NOV 1 - MAR. 1 ADD ABRUZZI .RYE 25 LBS ACRE / i\\ AND COMPACT THE TRENCH AFTER STAPLING. fr;
' \\i\ 5. ROLL CENTER MAT OR NET IN DIRECTION OF WATER R
`\j~`, FLOW ON BOTTOM OF CHANNEL.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN- a \ n-~ ~~„T Gi. PLACE MAT OR NET END .OVER END SHINGLE STYLE) LE)
FORMATION CONCERNING OTHER ALTERNA77VES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS OTHER SEEDING WITH A 6 OVERLAP. USE DOUBLE ROW OF STANDARD TEMP
RATE COMBINATIONS ARE POSSIBLE. f STAGGERED STAPLES 4 APART TO SECURE. SILT FENCE W! TH
STEEL POSTS 57 WASHED STONE ~ # 7. FULL LENGTH EDGE OF MAT OR NET AT .TOP SIDE
TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. (SEE DETAIL SNT ABOVE) SLOPES SHALL BE ANCHORED IN 6 DEEP TRENCH 0
DO NOT ALLOW TEMPORARY COVER TO GR W OV R 1" IN H I H F R M WIN T R 1 0 E 2 E G T BE O E 0 G, O HE W SE FESCUE MAY BE SHADED OUT. AFTER STAPLING.
TINA-A SEC ~ 8. MATS OR NETS SHALL BE OVERLAPPED 4" OVER
„ THE CENTER BLANKET AND STAPLED. PLAN
TYPE. A
SEEDI G SCHEDULE FOR... 9. THE TERMINAL END OF THE MAT OR NET MUST BE ANCHORED IN A 6" DEEP TRENCH. BACKFILL AND. ?
AI ST B LIZA TION GRASS COMPACT THE TRENCH AFTER STAPLING.
REVIEWED BY:
AT Q E TYPE.. PLANTING RATE DESIGNED BY: Ba)S
NOTE: CHANNEL SCHEDULE DRAWN BY:
MAR. 15 -MAY 15 PERRENNIAL SEED MIX 10 LBS ACRE 1. INSTALL SILT FENCE AS INDICATED IN STANDARD TEMPORARY SILT FENCE DETAIL. BOTTpM SIpE SLOPE PERM. TEMP. MIN. :MP. DATE: MIN. WIDTH
/ N. C. WILDLIFE RESOURGES CHANNEL ~ WlQTH (FT) (Z: P) LINING LINING OF LINT WNG OF LINING (FT) PROJECT NUMBER: 07.024 '75 9
COMMISSION f 3 3 GRASS S75 2 3 3 GRASS S75 i75 9
MAR. 1 - JUN. 1 SERIGEA LESPEDEZA SCARIFIED 50 LBS ACRE ( ) / 3 3 3 GRASS STRAW w/ TACK w5 TACK 9 SITE DETAILS
MAR. 1 -APR, 15 ADD TALL :FESCUE 120 LBS ACRE ( ) / 4 6 5 GRASS 51RAW w/ TACK 1 w/ TACK is
MAR. 1 -JUN. 30 OR ADD WEEPING LOVEGRASS 10 LBS ACRE ( ) / MAR. 1 -JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS ACRE 5 2 5 GRASS STRAW w/ TACK 1 wl TACK t4
C ) l JUN. 1 -SEP 1 TALL FESCUE AND 120 LBS ACRE / ACC CHANNELS SHGWN ON EROSIGN CGN7R0L PLAN THAT INpICATE 7EMPGRARY LINING PIPE INLET P TE TI BUT ARE NGT IpENAFTEp IN THE CHANNEL SCHEgULE SHALL INSTALLED AS INDIGATEp
BROWNTOP MILLET 35 LBS ACRE / ABGVE AS CHANNEL 3. NOT TO SCALE
OR SORGHUM -SUDAN HYBRIDS 30 LBS ACRE f SEP. 1 - MAR.. 1 SERPCEA LESPEDEZA (UNNULLED - UNSCARIFIED) 70 LBS/ACRE C7001
AND TALL FESCUE 120 LBS ACRE / S NS TYPICAL DITCH ECTI
(NOV. 1 -MAR 1) AND ABRUZZI RYE 25 LBS/ACRE NOT TO SCALE SEPTEMBER 2007

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