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i ALL DIMENSIONS ARE TO EDGE OF PAVEMENT
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r r r r D.B. 920, PG. 909 TYPICAL PARKING DIMENSIONS NOT TO SCALE SEAL
r r NIP M.B. 2005 PG, 395 r / c.
r r PIN # 1853-29-8156. r NF DENNIS HIKES .AND
r , ZONING: HI r KELLY A, NINES FARRELL ®®d`{4p11Yf66t®r/
r r r ~ BMP MAINTENANCE EASEMENT r r ~ ..1 4 P. D B 3 9, G 698
r r r ~r PRF 3 SLIDE 94C PIN 1853-48-0351 Q
r 34r r R E ZONING: AR A PRE-CAST CONCRETE WHEELSTOP (TYP), .SEE DETAIL SHEET C7.02 Q
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r 'e 8p , r Sys l1 p B CONCRETE SIDEWALK, SEE DETAIL SHEET C7.p2 0 9
r ~0 ~ 1 s ~ r W C ACCESSIBLE PARKING AND SIGNAGE, SEE DETAIL SHEET C7.p2 `tea -IN
r / r E 3p CONCRETE CURB.AND GUTTER, SEE DETAIL SHEET C7.p2
1 ~ ~ r r 1h , E STANDARD METHOD FOR ENDING CURB AND GUTTER, SEE DETAIL SHEET C7.O2 'fee iw'r'~®et°tt~, i}7 cT C7,02 t`
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r r q ~ l r S , Rho ~ r / N \ Q '~..Nc 'HEAVY' TY ASPHALT PAVEMENT SEE DETAIL SHEET Cl.p2 DU ,
~ r r ~ 68 6U~ SF i l r ~ os., /NG q~ LIGHT DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET G7.p2
r ~ I ,.,~,,,.SQ• FTQ CONCRETE PAVEMENT SEE DETAIL SHEET C7.p2 REVISIONS
~ f r r q I ~ N ~ - - FIRE LANE MARKING SEE TRAFFIC CONTROL NOTES THIS SHEET BMP MAINTENANCE EASEMENT.
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PUBLIC I I r ~'',,.~/6 ~ SLOPE AND r / q 8Q . . W 1. ALL DIMENSIONS SHOWN ARE TD EDGE OF PAVEMENT AND FACE OF r Q v3 v~
DRAINAGE ~ / OS $ , o EASEMENT I r r ~ ~ QO ti '8' BUILDING WALL UNLESS OTHERWISE INDICATED. ~ ps, 8 .2 lY ~ ~ 00 a Q O t~"! r~ 7 W
I r ~ ~ I I / ~ ,~s . h ~ as 0 X84 F 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INDICATED AND
r r I r r / 8~ NOTIFY ENGINEER OF ANY DISCREPANCIES. ~
I / r / I / r ~ B 3. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE vi ua ~ w w vi
r r / h, A 1 , r hN I r ~ r ~ ai 6 coNTRACraR.
i ~ l . r q r r / Q ~ NIP S p3°17'17" W 4. A N TR 11 N AN MA RIA S SHALL 8E IN A OR ANCE WITH \ LL COS UC O D TE L CC D
I N i r s ~ ~ ~ ~ r r ~ V ~ 6• ~5 TOWN OF A YOUNGSVILLE AND FRANKLIN GOUNTY STANDARDS. f c3` E w ~ w w e~ f-° c> o 0
r ~ ~ e r r , ~ ~ ~ ~ 5. ALL TURN OUTS ARE 5 FEET UNLESS OTHERWISE SHOWN. ~r 1U tI- <r v
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r r ~ r r ~ q , r r Q ~ / ° ~ 6 ALL CHAMFERS ARE 5-FEET.UNLESS OTHERWISE SHOWN. ° I'; U Z ;7- Z i
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r ~ r Op r / Q r , / A PROPaseo PROJECT.• ARCH ALUMINUM AND GLASS ,ONSTRUCTION DOCUMPN r (
1 a v 1~0 ~ r ~ ~1' r lL DUMPSTER E ~ ; : ocAr~oN OWNER; SILVERSTEIN FAMILY LIMITED PARTNERSHIP (
2 D ~ r S 1 N 4. G F ~C ~ ~ DEVELOPER: BILL BLAND -ti
4 , ~B v r / ~ e / CARE INC. -GENERAL CONTRACTORS i
v r f 0 r 3 9C ~ , R l7 ' J Q 12p WEAINERS STREET -SUITE F
~r. ~ E; Q r r r ,A, YOUNGSVILLE, NC 27596 ~ 919-562-2115
F' 0 r ~ ~ E's 4p o ~ , 4r r S ~3 1 ~ ~1~ ~ ~ PROJECT ADDRESS; LOT 12 YOUNGSVILLE INDUSTRIAL PARK R ~ r
r r N 6 I R ~ 8 / / , N YOUNGSVILLE, NC i
l QS G? / ,S , w PIN: 1853-29-$156 r~ Va f~.
h EIP ~ REFERENCE: D,B. 920, PG. 9p9 ~ z NSF
r fit/ ry / / ~ MB 2pp5, PAGE 395 .h Y RONALD WADE & Q ~ ~ i W
h/ ~ r r , N r r q ~ Q BONNIE B GIBBON ZONING; MU 4 a
/ r ~ 4 r ~ , r p o, cp D.B. 1014, PG. 916 ~ EXIST/PROP USE: WAREHOUSE ~ q PIN 1$53-47-0971
r / g2 ,fin. r , ~ 2 ~ ~ ~ w n ry ~ ! ZONING: AR ~ Q ~ TRACT AREA: 10,pp ACRES
r r / ~ / m 3 ~ o DISTURBED AREA; 11.pp ACRES I,
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r 0S r AS8 r I ,®0. r r ~ ~ REQUIRED PARKING 9p EMPLOYEES : 9p ( ) ~ BMP MAINTENANCE EASEMENT
r / r L r i f 0 _ Q ° t PARKING PROVIDED: 1p1
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E~ 1 r ~ ~ ~ r r ~S, v l~ INCLUDED IN TOTALS LISTEa ABOVE 8 i ( ~ ~ •08
50 BUILQIN r ~ G SETS , REQUIRED; 5 r~ E
r ~ ACK °i r t ~ G, p R~ ~ ~ q PROVIaED: 5 N'
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r ~ Q SIDE Pq r 243 47 CK ~ ~ ~'S~` i. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON
a B ~ r~-_ STONE a ~-~g, ~~a. ~ UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
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CAS 1, LLC ~ ' ~ ~ D,B, 1395, PG. 710 ~ r ~ 2. ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET IN ' IN
M.B. 2003, PG. 373 ~ ~ _ 1 ~ 3-FT DEEP x 12-IN DIA. CONCRETE FOOTING.
~ r w PIN ~ 1853-27-3309 ~ e M T IN A RAN M T AN 3. ALL PAVE EN MARKINGS SHALL BE CCO D CE WITH THE U Ca D AND
ZONE: HI ~ r h ~ ~ N ~ ~ 1~'`' NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
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1 ~ h ~ I ~ ~ ~ RONALD WADE & BONNIE B MARKING NGaoT STD. sPZE COLOR GIBSON PARKING SPACES - 4-IN WHT. rR
~ ~ ~ NO PARKING -FIRE LANE * - 4-IN YEL, D.B. 1014, PG. 916 ® I
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+ ~ N/F ZONING: AR * NO PARKING -FIRE LANE MARKING SHALL CONSIST OF A 4 SOLIa ® a~ - YELLOW STRIPE ANDS HIGH YELLOW TEXT NO PARKING FIRE LANE NE"
~ r MAJESTIC MARBLE & GLASS ~ ~ COMPANY AT 100' INTERVALS.
~ ~ D.B. 1545 PG. 867 i i - ' N S~~„ 4, ALL PAVEMENT MARKINGS MAY BE THERMOPLAS]1G OR ALKYD-RESW TYPE FAINT. REVIEWED BY: J CT PE PAINT.
a t PfN # 1853-27-7353 r ~ W DF'dGNED BY:
~ ZONE: MU i ~ ® EIB BY STONE DRAWN BY: 'T SG DATE: 9-2 07
N/F ~ ~ i i ~ CLYDE OREN JR, & BETTY
r ~ ~ CROWELL PROJECT NUMBER: 07-( 4
~ D.B. 886 P . 4 ~ G $0 ~ ~ PIN 1 - 7- SITE STAKING
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I ~ ~ NE~fO ASSOC.. INC/c/o ROBERT NEB / ~ / STRU ~ I I D.B. 920, PG. 909 / / / / UP STRM S I UPPER Ot~dER UPS STRUCTURE D T ~ TRUGTURE NG.. PIPE PIPE .PPE PIPE L TREAM A ~ ~ , ~ ;t7 ~ 4.P STRh~ DN STRl~4 SLaPE DIA, .LENGTH. MATRL INV, III. QP ELEJ DEPTH TYPE ,y ~
~ ~ M.B. 2005, PG. 395 ~ / ~ / / ti 47 ~F~ AFT? 4FT} ~FT~
~ I ~ ~ ~ ~ PIN # 1853-29-8156 ~ J ~ / / 9 w ~ ~ 6' ra ~
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I I ~ ~ / j l ~ / C42 CF2 GI-~ a.5a~ 1~ 4aa HDPE 431.5a 429.5a 436.1a 4.6a GI ~ ~ CF3 CI-4 a.56~a 13 1a7 HDPE 423.5a 4'~9.9a 435.1a 5.6a CI :I
~ ~ CF4 FES-1 a.64;~ ..4 141 HDPE 428.9a 42$.0a 436.90 8Aa CI
~ \ ~ / / - - _ 7 SR 114
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YOUN rC ~P GSVILLE !y 70\ ~ k3
~ TOP ELEVATIQN FQR CURB INLETS IS THE CENTERLINE OF TQP QF BACK QF CURB ~ ~ 6
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1 ~ 1 / ~ ti ~ i ~ i' / PIN ~ 1853-29-8156 NF Y / DENNIS NINES AND
I~ I ~ 1' ~ l ~ l i/ l/~ l'\ l --ZONING:-HI KELLY A. NINES FARRELL
I' I I~ I1 j / ~ / i~ ~~~~j ~ \ l BMP MA~'fENANCE EASEMENT \ D.B. 1349, PG, 698 1
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p p COMPANY p p D.B. 1545 PG. 867. ~ ~ ~ R1 `IFWED BY: 1
p p p p PIN # 1853-27-7353 \ ~ ~ ~ ~ DI:ti€crNED BY: Ds
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r p D.B. 886 PG. 804 p p SITE GRADING
p PIN 1853-37-2597. p # p PLAN
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r p p p STEPHEN V & JAMIE C ~o a as ~o Sao 200
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p p 'r? ~ ~ 5Q . i inch ft SEPTEMBER 2007

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11~ 5R BRANDY, u ~ BRANDY4-
/ / / ~ I / / 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE _ ~ C 'J ;,4 C,0 4?
I / l i I / / / / CHECKED FOR STABILITY AND OPERA7TON FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE ~ cf) N U,
I ( / / I i. PERMANENT OR TEMPORARY GROUND COVER SHALL 8E I / / I ~ / / / / I PROVIDED OVER ALL DISTURBED AREAS OF THE SITE AS RY K. ANY N R PAIR SHA E MA IMM IA Y ~ EVE. WEE EEDED E S LLB DE ED TEL J. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND ~ ~
I I / / / / J SOON AS POSSIBLE, HOWEVER, NO LATER THAN 21 CALENDAR I I ~ ~ ~ TO MAINTAIN ALL MEASURES AS DESIGNED. LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH N
I ( / / / ~ DAYS AFTER CONSTRUCTION ACTIVITIES HAVE PERMANENTLY I I / / , I I f / ON AND OFF. SITE. SITE 2. REMOVE SEDIMENT FROM SEDIMENT TRAPS AND BASINS WHEN ~
I I / / / PORARILY CEASED DURING ANY PHASE OF WORK.. I l ,r'~ / / / STORAGE CAPACITY HAS BEEN APPROXIMATELY 5Oq FILLED. ~ ~ 2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
I N /F / / 1 I / / / I NEt~10 ASSOC,, ING c/o ROBERT NEB / / r 2. TEMPORARY OR PERMANENT GROUND COVER SHALL BE GLEAN 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. C
\ ( I / D.B. 920, PG. 909 / / / PROVIDED ON ALL S OP S WITHIN i A N AR I I r L E 2 C LE D DAYS AFTER \ II J r ~ ~ ~
M,B, 2005, PG, 395 / / r N TR TI A T1 , I I / COS UC ON C Vt11ES HAVE PERMANENTLY OR \ I I I PIN ~ 1853-29-8156 / / / 3. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE h' ~ 3. REMOVE: SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES ~ DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
I / TEMPORARILY GEASED. 1 I f i / ZONING: Hl / / / 6-INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO ,g 4- GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ~ ~ MAINTAIN A BARRIER. ~ ?
~ I ( / ( ( / / I / 3. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND OR WASTE AREAS.
I I ( / / I I / / / MP RARY TA 1 I A11 I I / TE 0 S 8 L Z ON DURING. THE ESTABLISHMENT OF ' ( ' r \ 4. ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS NECESSARY AND MULCHED ACCORDING TO PROJECT SPECS
t / / I / VEGETATIVE COVER ON ALL STEEP SLOPES 6: i OR STEEPER \ / ( 1 1 \ 1 , I / 1 / ' 4. DISTURBED AREA: $.5 ACRES. TO MAINTAIN A VIGOROUS, DENSE. VEGETATIVE GROWTH. Y
\ / / / AS REQUIRED TO PREVENT EROSION. INSTALL MATTING PER ~ ~ ~ I r 1~ 1 1 l l/ , \ / ~ / MANUFACTURER S INSTRUCTIONS. 7 5. ALL EROSION MEASURES SHALL REMAIN IN PLACE UNTIL THE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY TRACKED 114 t ^ Pi
~ ~ / J ( / I1 / I / / s/ / / ~ \ i i / ENTIRE SITE IS PERMANENTLY STABILIZED AND APPROVAL IS GIVEN SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED BY S
I I i , 1 ~ / / 1 / I / o BY NCD NR T R M TH MP RARY M A R GONSTRCCTION TRAFFIC. E 0 E OVE E TE 0 E SU ES YOUNG Y J ~ I0
I / ~ ( ~ ~ ~ 1/ 1 / 1 ~ 9
\ ~ / R INFORCED / ~ ~ ~ I / / / ~ / ILT FENCE / /
~ / / I ~ l l , I/ 1 1 1 I / i / OUTLET r' ~ 1 / / / /1
I 1 r / / l ~0 ~ r / N F 1 l l- .1 J/ 1 I ~ I I r
/ / / / NEMO ASSOC., INC. c o .ROBERT NEE& \ / h / ~ ~ / / J l r l 1 ~ / / ~ D.B. 920 PG. 909 Y UICINIT MAP NO1~ TO SCA~.E SEALS
\ / / / r J / ~ ~ l r l .r l M.B, 005 PG, 5 ~ \ .r / 2 , 39 ~ a / ,r /
/ / ~ ~ \ N / / PIN. 1853-29-8156 NF DENNIS NINES AND
~ ` / ZONING: HI ~ / / / \ KELLY A. HINES FARRELL 01141111180*01
~ 1 / / / / / \ ~ I I / / BMP MAI ~`ENANCE EASEMENT D.B. 1349, PG. 698 Y~ CA
/ / / / 1 \ / l ~ I 1 , r \ I / 1 / / / r ~ 1 / ~ ~ ~ PRF 3, SLIDE 94C 1
~ ~ CHANNEL 3 / 1 I / / / \ / J / / ~ \ I 1 / , ~ \ 1 PIN 1853-48-0351 1 # i~ ~ ~ ZONING: AR
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/ / i 11 \ I TEMPORARY / ~ ~ \ ~ / / l / r ~ ~ \ \ -..~1 CHECK DAM / i 11 ~ ~ . 4
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\ I / \ ~ / I DI SIGN DI SIGN 1 ~ ~ ~
\ \ / l D rc I i / / \ ~ / I / / / / ~ _ S ' I IC L D TC I ~ ~ ~ THIS PROJECT WILL CONSIST OF STUMPING AND STRIPPING APPROXIMATELY 8.5 ~ ~ v- ~ ~ ( IC L)I f I ~ ACRES OF LAND TO CONSTRUCT A WAREHOUSE FACILITY. THERE ARE FEW EXISTING .5 ;XISTING
/ , / / _ a i / / / N~ l I ~ j TREES ON THIS PARCEL AS tT HAS PREVfOUSLY BEEN CLEARED, EXCEPT FOR THE ~ THE
~ ~ I i / 3 rQ i I ~ I r STUMPS. J j N ~ ~ ~ ~ ~r REVISIONS
1 c I ~ l l 1/ k t ~ ~ l I ~ ~ EIN~FORCED THE MEASURES TO PREVENT EROSION ARE A SEDIMENT BASIN THAT WILL TREAT -AT
/ 1 / I I J / / I ~ ~ I ~ % BMP MAINTENANCE EASEMENT I .r JUST UNDER 6.O ACRES OF DRAINAGE, PERIMETER SILT FENCING, INTERNAL IL~FENCE ~ E ~ r r DIVERSION DITCHES TO ROUTE RUNOFF TO 1HE BASIN, A STONE CONSTRUCTION ON
~ PIP N T/ r/ ~ l f / \ ti ~ E LE ( / I OUR ENTRANCE AND CHECK DAMS TO PROTECT THE EXISTING ROADSIDE DITCHES. ~
/ / PRO CTtO~V / ~ / / / \ / / ~ ,,r _ r f ONLY ONE CONSTRUCTION ENTRANCE IS PROPOSED, BUT 7NE CONTRACTOR SHALL 'HALL w
/ TYPICAL / I / / / / r I \ ( / ~ s 1 / 8 / , / / / \ \ 0 ~ f PROTECT ALL POINTS OF EGRESS AND ADD ADDITIONAL ENTRANCES AS NECESSARY. :SSARY. Q
\ / if o ~ ~ 1 I I s ~ ~ / ~ ~ r ~ o\ t I I ~ w ¢
Pl18LfC I / / r I r ! / Ns ~ SLOPE AND r / CQ c4 I / ~ , I I ~ ~ ~ 5 1H NTRA T R HA NTA T TH AN UA ITY TI N AT 9J~ 79J-4 f,, ~Z E CO C O S LL CO C E L D Q L SEC 0 20O ~ ~ I ~ PRIOR TO THE BEGINNING OF LAND DISTURBING ACTIVfTIES. THE CONTRACTOR 1-4200 R
DRAINAGE ~ ! / j ' / 0 Q~ r / I / / / s f r ~ p I EASEMENT ~ I I ~ r I ~ CHANNEL 5 I -5'6 . SHALL BEGIN TO INSTALL THE CONSTRUCTION ENIRANGE AND PERIMETER SILT P I 8 T
/ I J ~ .s r I / f ~ 1 i ~ I II I / ~ / / o f ~ / / ~ ~ f I oo~ ~ ~ ~ ~ q FENCES AS SHOWN. NEXT THE CONTRACTOR SHALL INSTALL THE SEDIMENTaBASIN II f s \ ~ DETAILED AND THE DIVERSION DITCHES SHOWN TO DIVERT RUNOFF TO THE BASIN. BASIN o_ 'ASIN. i'
r I I I I / / ~ ~ / / / / ~ \1 r I I 1 f \ r I ( OURET PROTECTION ~ - N BOTH THE SIDIMENT BASIN AND DIVERSION DITCHES SHALL BE SEEDED MULCHED HED
r ~ I / / / i ~ / / ~ \1 ~ \ 6LX4.5WX9T \ IMMEDIATELY AFTER INSTALLATION. 7HE CHECK DAMS SHALL ALSO BE INSTALLED ~ \ CLASS B RIPRAP AT THIS TIME. ONCE ALL OF THIS WORK HAS BEEN COMPLETED THE CONTRACTOR ?LLED XTOR
r l I l / ~ ~ TEMPORARY , / / ~ / ~ \ I ~ a / / / / \ I .CHECK DAM I / / / ~ I ' SHALL CONTACT NCDENR FOR INSPECTION. G a z
/ f / r ~ 11 ~r / ~ (TYPICAL) I / / \ ~ 1 ~ \ ~ r
/ 1 Q / / I \ / I / I ~ / ~ / / / r ~ r / U I 1 I ~ ONCE APPROVAL OF THE MEASURES IS GIVEN, THE CONTRACTOR MAY BEGIN ~ ~ \ ~ ~ ~ STUMPING AND STRIPPING. ALL STRIPPED MATERIAL SHALL BE STOCKPILED ON SITE ON St E
/ / 1 ~ CHANNEL 2 / - \ ~ / ~ / C 1 \ \ ~ / ,r \ -f WITHIN THE APPROVED DISTURBED LIMITS AND PROTECTED WITH PERIME R SI T ~ ~ TE L SILT
/ / / 1 1 / / / ` / 1 \ / ~ \ / ~ / ~ ~ _ ~ ~ FENCE OR IT SHALL BE HAULED OFF-SITE AND DISPOSED OF IN ACCORDANCE WITH ~ ~ r,, ALL APPLICABLE LAWS. E WI TH
/ / / ~ I 1 / ~ \ OUTLET PROTECTION / / / / ~ ~ ~ / ~ r ~ ~ r 6 u z z {
r ~ n / I i / ~ / / \ 6LX4.5WX9T / / ~ ~ AFTER STRIPPING IS COMPLETE, THE CONTRACTOR MAY BEGIN GRADING OPERATIONS. ~ ~ ~ STONE FOR THE BUILDING PAD DRIVES AND PARKING STALLS SHALL BE PNSTALLED ~ ~ ~ 'ATIONS. rALLED '
CLASS BRIPRAP / f / ~ / t / , _ ~ ~ ~ 1 AS SOON AS PRACTICAL TO LIMIT RUNOFF. 7'
r / / ~ ~ ~ I` ~ ~i` AS SOON AS LANDSCAPE AREAS ARE BROUGHT TO GRADE, PERMANENT SEEDING )ING C1
/ / ~ 1 / ~ J \ ~ TEMPORARY / \ / / I I 1 I ~ _ ~a - AND MATTING (AS REQUIRED) SMALL BE INSTALLED. REFER TO THE SLOPE AND AND a
coNSrRUCrION / ( ~ ~ o \ / / / / A I ENTRANCE r l I ~ ~ ~ / A ~ ~ / STABILIZATION NOTES FOR MORE SPECIFIC INFORMATION, ' A~ _ / h'4NSTRUC,TION DOCUMENT
l i ~ l~ o~ I ~ U ~ ` ALL EROSION MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE OF THE is
~R r / / i ~ / l 1 1 F S 1 N ~ / ~ / / ~ T ae / / / ! PROJECT. REFER TO THE MAINTENANCE NOTES FOR MORE SPECIFIC INFORMATION. / TION. j
/ ~8 1 J I l ~ l / / ~ ~ ~ ~ f ONCE A AR A F TH PR T HA N P RMAN N Y TAI ! TH / TEMPORARY LL E S O E OJEC VE BEE E E TL S B L ZED, E yE
/ / ~ / ! CONTRACTOR SHALL CALL FOR AN INSPECTION BY NCDENR. IF APPROVED ALL / SILT FENCE / ALL F'
Q / / \ ~ / / I 1 i / TYPICAL TEMPORARY MEASURES MAY BE REMOVED AND THESE AREAS PERMANENTLY / STABILIZED. THE .CONTRACTOR .SHOULD THEN CALL NCDENR FOR A FPNAL
o , \ / ~o / f I 1 \ / A / ` / INSPECTION TO CLOSE THE PROJECT OUT: \ of /
/ / ~ ~ i / \ ~ ~ ~ / ~ ~ / e
/ I ~ / I ourLEr PROTECTOOr / 1 T / I i ~ n ~ PROTEC110N / ~ w ~ / ~
/ \ / / '3S 12LX6WXi8T f / ~ ~ 6WX i8T h, ~ ~ ~ .h ~ ~
/ / I GLASS 8 RIPRAP CHANNEL i / J I / / r ~ ~ a 8 RIPRAP ~ ~ i N /F ~ / ~ RONALD WADE &
~ / ! / I ~ r / \ / ~ I ~ N / BONNIE B GIBBON ~ / ~ 4
/ I ~ f / I I ' D.B. 1014, PG. 916 / ~
/ J I. , / / / j Q PIN # 1853-47-0971 w qua ~ 1 ~ ZONING: AR
/ I l I / / f 1 ,
~ / / J / I 1 s w„`® t ® \ I
/ / ~ f I /
I` l l /l / J / \ ~ e I ~ / J 1 / L I l ~ f l rr r f / , / / / 4 / f EXISTING CONTOURS ~ ~
it J f lr ~ \ y FINAL CONTOURS ' , ~ BMP MAINTENANCE EASEMENT
1 ~ 1 I/ \ r r 8 ~ I / / / / ,r r ~ / 1 i`~~ ®TEMPORARY CONTOURS
\ ~ ~ ~ I.. ' P
,f'
/ 50 r' ,!f r / BUIIDIN ~ G SETBACK . / r _ _ ~ _ d.._. DPSTURBED LIMIT LINE \ C~
r f/ ~ ~ r' - r / r ~ 77
f OUTLET PRO Tf ON ~ TEMPORARY DIVERSION BERM DITCH, SEE DETAIL SHEET C7.01 ~ ~ 9~ ~ ~ 9'L X 4. X 22'°T ~ SET C7.01
f ~ ..-C~~S B RIPRAr~'r I
r ~ ~ 10 SIDE PARKI ~`7` ~ NG Sf T8A ~ r ~ a_ CK w f'' r' f / I ~ TEMPORARY SILT FENCE, SEE DETAIL SHEET G7.Of ~ 1" 1 I<:7 I, f I.
P ~ 1 r _ I a _
r p
~ ~ TEMPORARY SEDIMENT BASIN, SEE DETAIL aHEET C7.04 ~ CHANNEL 4 ~ 3S, 04. tF
r ~ G S 1 i r ~ f / ~ ACk ' --`"r R
- ~ " ` ~ ~ / NF I ~ ~ ! 1
CAS 1, LLC ~ 11 r `~pr / l ~ - ~ TEMPORARY CONSTRUCTION ENTRANCE, SEE DETAIL SHEET G7.01 SHEET CZ 01 r p,~
D.B, 1395, PG. 710 i t ~ ti r / M,~. 2003, PG. 373 + ` ~ 4 ~ ~ 4p I
i QITCN PIN 1853-27-3309 r t ~ / r' # r ~ (TYPICAL) ~ I 1°~.. TEMPORARY GHEGK DAM, SEE DETAIL SHEET C7.01
ZONE; HI r r ~ r i
I ~ I 1, ~ / e NF ~ REINFORCED SILT FENCE OUTLET, SEE DETAIL SHEET C7.Oi CZ01
I; t r ,o RONALD WADE & BONNIE B f GIBSaN e
r r TEMPORARY h; r r SILT FENCE D.B, 1014 PG. 916 OUTLET PROTECTION, SEE DETAIL. SHEET G7.O2
r ~ r ~ TYPICAL PIN ~ 1853-47-0624 .~f ® REINFORCED
r r NF i r a ZONING: AR SILT FENCE
r ~ MAJESTIC MARBLE & GLASS ~ r ~ r COMPANY ~ OUTLET TEMPORARY PIPE INLET PROTECTION, SEE DETAIL SHEET C7.O1 ~ EET C7.01
~ ~ D,B, 1545 PG. 867 P VIEWED ICY: ~l c F~
r r ° PIN 1853-27-7353 r ~ ® ~ TEMPORARY INLET PROTECTION, SEE DETAIL SHEET G7.01 ~a~ 7.01 za >IGFt t
r ' ZONE: MU r r r , ~ ~ / STRAW w TACK CHANNEL LINIA;G SEE DETAIL SHEET G7,Oi DRAWN FAY: 1 T CZ01 ~ i
N /F t ~ i r CLYDE OREN JR, & BETTY / a DATE:: 9-?
1 j CROWELL r r _ S75 CHANNEL LINING, SEE DETAIL SHEET C7.01 PROJECT NUMBER: 07-0-1
' ~ D,B. 886 PG, 804 r , SITE SEDIMENTATION ,
r r PIN # 1853-37-2597 r r AND EROSION
ZONE: AR r r r CONTROL PLAN
r r ~ r N F
1 r ~ ~ r r r STEPHEN V & JAMIE C ~o 0 26 5o too 200
I' i ! VI CK D,B; 954 PG. 976
~ t ~ ~ ~ I PIN ~ 1853-47-0318
r ~ ~ r ZONING: RA (IN FEET )
~ r i = 50 . i inch ft. SEPTEMBER 2007

i
~i ;4 In
3 113 r-cc 1~ In 14 L
,R BRANDY BRANDY
r
cn
.a.. ~
s' ~ ~ ~ ~ N
~ SITE l1 ' J fff r. l y
NF ~
NEMO ASSOC,, INC c/o ROBERT NEEB
D.B. 920 PG. 909 ~ ~ h~
M.B; 2005, PG. 395 PIN 1853-29-8156
ZONING; HI 9 w 4- 6 ~ N
i n i
SR 11 S t -
11 00 7 f
YOUNG C 1P SVtI.LE G/,^
e 9 6
o/ 'ti
~ / r
r i~ N/F r~ NEMO ASSOC. ING c o ROBERT NEEB r r / V INIT A IC Y M P
' ' ~ D.B. 920 PG, 909 r r , NOT TO SCALE SEALS
~ r M.B. 2005, PG. 395 NF
r ~ PIN 1853-29-8156 r r/ ~ r r ZONING. HI DENN15 NINES AND
r r / r KELLY A. NINES FARRELL ~~`~`dttttt Carr°t°°
r / ~ r ~ BMP MAlNTENANGE EASEMENT r r ~ D.B. 1349 PG, 698
r r / ~ r r ~ ~ PRF 3 SLIDE 94O A FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET C7.02 PIN 1853-48-0351
r ~ r r ZONING; AR B 2 WATER METER, SEE DETAIL SHEET G7.03.
r r ~ ~ l 02 49L3
r r ~ r ~ r/ FIRE DEPARTMENT CONNECTION TO BE WALL MOUNTED G , SEE FIRE PROTECTION PLANS.
r ~ r \ 2 REDUCED PRESSURE BACKFLOW PREI~NTER ASSEMBLY INSIDE HEATED EATER .i ~NGI N
a r / Ct-2 I ~ ~ D ENDGLOSURE SEE DETAIL C?A3. D. A.07
/T / I-~I ~ J rQ H EXTEND SERVICE TO WITHIN 5 -0 OF BUILDING WALL. REFER E fill
~ r » \ S~ i r r 8 H ~F r. TO PLUMBING PLANS FOR EXACT LOCATION AND INVERT ELEVATION. t;
~ / / ~ ~ ~ Aq r ~ o '~Nc EXTEND WATER MAIN TO 12-IN ABOVE FINISH FLOOR FOR FIRE F r;
r ~ ~ s i / r ~ s ~ iNs qs PROTECIION GONNECION, SEE DETAIL SHEET G7A2. V R N
~ , B QUA A S \k ~ r r 1 p ~T6 r ~ I t W q~ 12 X8 STANDARD TAPPING SLEEVE AND VALVE, SEE DETAIL C6.03. REVISIONS
i r ~ ~ k r / t ~ , ~ /t ~ ~ p® „ BMP MAINTENANCE EASEMENT 8 fi REDUCER
~4 t r ' ~t~ N DD w
~ r l tw 6 r r Q ~ $ X 8 TEE WITH THRUST BLOCKING
/ t It / r Oq r ~ ~tw A K WPR NTRA M MINI HA B REDUCED PRESSURE BAC FLO EVE E SSE BL S DE E TED J EA TED i r w
r / ~ ~ ~ so, ~tQ a „ ENDCLOSURE, SEE DETAIL C7.03. a Q
_ RG ? 1 F !NV 424(23 ~ A ! ~ ~t ~ PuaLic ~ ' ~ t~ ~ Ns . K POST INDICATOR VALVE, SEE DETAIL C7.03.
SLOPE AND ~ ~T' Q $p
DRAINAGE ~ ~ i t ~a0s~, / s, EASEMENT I / r S r !NV-14 4.95 S2 h ~ ~Op~
~ r ~ ~ SEWER PUMP r r~ ~ S ~
I r r ~ DESIGNED BY OTHERS r~ SEPUMIN PAN ~
I , , i ~ E L B G L ~ r r I ~ FOR SIZES AND SPECIFICATIONS ~ RIFY TH TIP I PTH MA RIA 1 THE CONTRACTOR SHALL VE E E, SZE, DE TE L, \ AND LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
r ~ ~ I r r~ I r r ~ ~ 2. ALL WATER AND SEWER CONSTRUCTION METHODS, MATERIALS
r i r G AND TESTING SHALL BE IN ACCORDANCE WITH FRANKLIN COUNTY W
it Q ~ ~ ~ ~ ~ 4, ca STANDARDS AND SPECIFICA 1IONS. ~ ~ C., ts.Lf , i
r ~ li ~ Q ~ r / ~ ~ 3. COORDINATE AND SCHEDULE INSTALLATION. OF ALL UTILITIES WITH
r r ~ w Q 1 ~ ~ ~ / , Q ~ OTHER PRIME CONTRACTORS UTILITY COMPANIES AND OTHER TRADES INCLUDING BUT NOT LIMITED TO: NATURAL GAS ELEGIRICITY :S i ci u U
/ / ~ 4' ~ / / ~ ~ ~ \ 1 TELEPHONE AND CATV. Z
/ / ~ ~ ! ~ OUTLET STRUCTURE
INV=429.5 r l ~ ~ ~ 0 ~ I H T 7 4 4. ALL CONSTRUCTION METHODS SHALL COMPLY WITH ALL. APPLPGABLE SEE DETA L S EE G .0 OSHA REQUIREMENTS. o C ca
~ ~ ~ " / 4 0 7 LF 1S RC ~ 1 ~ ~ 5. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO
r ~ ~ p r / A r rt ® ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT 14 'T
~ Qp r r I Q / S z ~ FACILITIES. COORDINATE SHORT-TERM, OFF-HOUR, TEMPORARY SHUT-DOWNS WITH THE CITY OF ROCKY MOUNT ON, STRUCTION DOCUi!!IF I
I; . O ~ r 1, p U r H 4,~ I,~ ID ,
~ K ~ ~1 ~ ~ ~ F 4 , 3~ 6. FIRE HYDRANT ASSEMBLY INCLUDES FIRE HYDRANT, 6 GATE VALVE !1 AND BOX, 6 D.I.P., RESTRAINING RODS, .THRUST BLOCKING, AND STONE ONE.
G r / . g~~ ((E% l'
r r / m r r ~ ~ r/ C I 7. EXTEND WATER SERVICE TO Wf THIN 5 0 OF BUILDING.. PROVIDE k
Q , ~ FITTINGS NECESSARY FOR CONNECTIONS TO BUILDING WATER SERVICE. SEE PLUMBING PLANS.
o ~ ' r r ~ r rn~ I'-
r nQ 8, EXTEND SANITARY SEWER SERVICES TO CONNECTION OF BUI DING SEWER. PROVIDE FITTINGS AND MAKE CONNECTION. L
I: r s DOWNSPOUT CONNECl10N TYPICAL C ~ ~ / SIZE TO BE DETERMINE. BY ARCHITECT CONTRACTOR i~ ~ w ACTOR cn SEE PLUMBING PLANS.
i tldV=432.0 ~~y SEE DETAIL SHEET C7.02 ~ ' ~ h, ~ N F 9. A FIR H RANT AN A VALVES SHALL BE MANUFAC RED: LOW ~ LL E YD S D G TE TU G CLOW
r . r a r r ~ -a h°' ~ ~ RONALD WADE & ~ 1 MPR I N-T AN MAN FA R F R 0. ALL BRASS FITTINGS SHALL BE CO ESS O YPE D U CTU ED 0 G 'j 7JRED: FORD
r r/ ~ r r N Q BONNIE B GIBBON s~., 4
1 D.B. 1014, PG, 916
~ TRENCH DRAIN ~ r SEE DETAIL FES-1 ~ Q PIN ~ 1$53-47-0971 U w I ZONING: AR ~t ~
' r SHEET C7.02 1 m o I
1~ w ~ X 1IN P
1 ca FES-2 ?
~ r / APPROXIMATE r/ f LOCATION OF PRIVATE r r~ a OVERHEAD E E ELECTRICAL I
~ / FORCE MAIN, SEE PLUMEING r r ~ BMP MAINTENANCE EASEMENT UNDERGROUND _ _ _ _ _ _ e ~ _ _ UE UE
r l DRAWINGS FOR SIZE AND SPECS r r r~ ~ r l l ~ o ELECTRICAL
i 0' ~ GAS G G
/ ~ v ii 148
BUICD i IN G sErBACK ~ ~ '~8 SANITARY SEWER SS SS
r / Y ~ TELEPHONE T T a i Tl 11
~ INV-43~. 2 ~ 1 ~ p 1 ~ a
r' INV-X440,00' +j~.,, r~5' 0 I ~ r 11 , L a r ~ ~ 10 SIDE PAR r~5, aO UNDERGROUND _ T________ L' U UT rA4' ~ TELEPHONE
KING SETBACK R r .t _ f r ~ _ ~ R' I WATER W - W
1 I I
I , t ~ 0 SAD PD ~o~ ROOF DRAIN
i E p ~ co c~ A '~RkjN c~ ~ ~ a ~i~_~~~~m~~~_a~A~~ ~ ~;g'\ ~ a STORM DRAIN
1 ~ G S~ ~ le d ~ A G'
~ ~ ~ N F ~ fr,,,, / ~ 1 ~ ~ R LIGHT POLE LP i
GAS 1, LLG a f I/ ~ D.B. 1395, PG. 710 ~ ~ ~ PP I UTILITY POLE L
M.B. 2003, PG. 373 ` ` L~~ ` ~ 1, 1 ~ ~ ~ ~ I ~ MH
'PIN # 1853-27-3309 ~ i ` r ~ ti ~ MANHOLE
ZONE. HI ~ ~ ~ ~ i 1~.. T ®CO , ~ N~F CLEAN OU Q 0
~ ' ~ t ~ ~ RONALD WADE & BONNIE B
~ ~ ~ 1 ~ 1 t ~ ~ GIBBON DROP INLET,CATCH DAS1N DI, C~ ~ ~
DaB. 1014, PG. 916
1 1 i FIRE HYDRANT g I PIN ~ 1853-47-0624 ZONING: AR WV ii
1 NF ~ ~ i i MAJESTIC MARBLE & GLASS I WATER VALVE ~
,i ~ ~ ~ ~ COMPANY
~ r D.B. 1545 PG. 867 ~ ~ , RI IE.WE D BY: Ja
i r PIN # 1853-27-7353 i ~ DESIGNED BY: BDS
~ ZONE: MU t - ~ ~ N F ~ E)fZ ",IYN BY: TSCr
f 1 ~ ~ CLYDE OREN JR. & BETTY D ' z E:: 9-28-07 „
1 a ~ r CROWELL PROJECT NUMBER: ('17 `
~ ~ D.B. 886 PG. 804 ~ ~ SITE UTILITY
1 ~ PIN ~ 1853-37-2597 r ~ j PLAN
i 1 ZONE:. AR ~ e
~ i i ~ ~ ~ GRAPHIC SCALE N /F
i ~ ~ i STEPHEN V & JAMIE C 50 0 25 50 100 VICK 200
~ ~ i ~ D.B. 954 PG, 976 - - C
~ ~ ~ ~ ~ - PIN ~ 1853-47-0318.
.i ~ i ZONING: RA (IN FEET )
~ ~ 1 inch = 50 ft. SEPTEMBER 2007

l \

i r i
~ ~ 5~ BRANDY BRANDY a r~ s n ~r,~~ t t! , f.
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DO NOT WRAP TRUNK. AVOID PURCHASING TREES WITH TWO LEADERS MARK THE NORTH SIDE OF OR REMOVE ONE AT PLANTING. OTHERWISE, DO ~ --k ~
THE TREE IN THE NURSERY NOT PRUNE TREE AT PLANTING EXCEPT FOR N AND LOCATE TO THE NORTH cc N s~
SPEGFlC STRUCNRAL CORRECTIONS. J I TE ~ IN THE FlELD.
. -----A~.. ~ ~.I 00 NOT STAKE TREES EXCEPT WHERE
/ / TRUNK FLARE ANO TOP 4F ROOT SPECIFIED BY LANDSCAPE ARgiITECT. BALL SHOULD BE AT (MADE IN IF STAKING IS NECESSARY, USE TWO ~
WELI. DRAINED SOIL, UP TO 4 OPPOSING STAKES WI1H SEPARATE ~ ~ (O INgiES (IO CM) ABOVE GRADE FLEXIBLE TIES. REMOVE STAKING ~
ti IN POORLY DRAINED SOILS. ~ji AT END OF FlRST GROWING SEASON
9 c~ PINE STRAW MULCH. 00 NOT ~ ~ IMDTH OF PLANi1NG HOLE IS 3 ~ (5 CM) N
~ / 11MES ROOT BALL DIAMETER IN PLACE MULCH IN CONTACT W11N TRUNK. HIGHLY COMPACTED OR CLAY
SOIL, 2 11MES MINIMUM IN d' (TO CM) RAISED RING OF SOIL TO ALL OTHERS. DIRECT WATER INTO ROOT BALL.
~-ry... ESPEgALLY IMPORTANT IF TOP OF ROOT BALL IS RAISED ABOVE GRADE.
~ 1147 SR BEFORE PLANTING, ADD 3-d (?-TO CM) S'
OIG WIDE PLANTING HOLE WITH TAPERED SIDES. OF WELL-COMPOSTED LEAVES, RECYCLED 1 T
~ YARD WASTE OR OTHER COMPOST AND TILL 1 YouN c p ~P csv~1.~E ~ ~ f ~ ~ INTO TOP 6 (15 CM) OF PREPARED op ~
~ ~ SWL. ADD COMPOST AT 20-35x BY VOLUME ~ ,Q TO BACKFlLL. 6' CUT BURLAP, ROPE, WIRE BASKET
AWAY FROM TOP AND SIDES OF X N STAKES INTO UNDISTURBED SOIL. ROOT BALL. E TE D - d-B (10 15 CM) DEEPER THAN ROOT BALL
FOR LOWERED PLANTING HOLE AS NEEDED
i ~ ~ ~y ~ W11H POOR DRAINAGE. --PACK BACKFlLL SOIL AROUND BASE OF ROOT VICJNIT~ MAP.
SET BALL ON UNDISTURBED SOIL BALL TO STABILIZE. ALLOW REST OF BACKFlLL N9DTH OF THE TOP OF THE NOT TQ SCALE SEALS
~i MOUND TO PREVENT SETTLING. HOLE TO BE 3 TIMES THE TO SETTLE NANRALLY OR TAMP LIGHTLY. ROOT BALL WtDTFI IN CLAY
SOILS IF PLANTING HOLES ARE DUG WI1H `ooooo???? o
A LARGER AUGER, BREAKING DOWN THE SLOE WITH A SHOVEL CAN v~®`® \A A Q m®~'~
ELIMINATE GLAZING AND GREATS THE PREFERRED 5'LOPING IDE.
1.~----- NO SCALE 11E
E LANDSCAPE ARCHITECTURAL SERVIC S z g ICES ffi
WHERE SEVERAL TREES W1LL BE PLANTED CLOSE TOGE'MER SUCH 1HAT THEY WILL LIKELY SHARE ROOT SPACE, TILL IN SOIL AMENDMENTS TO A DEPTH OF 4-6' 403
10-15 CM) OVER THE ENURE AREA, ( 1609 Phelps West Road (919) 612-685]. s
FOR CONTAINER GROWN TREES, USE FlNGERS ~ SMALL HAND TOOLS TO PULL Fu~uay - Varina ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART
1-~..., ANY R0015 gRCLING THE PERIMETER OF 11iE CONTAINER. North Carolina 27526 twopease~earthliirk.net ink.net jv o D~oo~~~<<
DURING THE DESIGN PHASE, CONFlRM THAT WATER DRAINS OUT OF THE SOIL, USE LOWERED PLANTING HOLE DEPTH ANO DESIGN ALTERNAt1VE DRAINAGE SYSTEM AS
REQUIRED.
THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FlRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT
_ e THE FOLLOWING TWO SUMMERS.
i ~ . THE PLANTING PROCESS IS SIMILAR FOR DEgDUOUS ANO EVERGREEN TREES. REVISIONS

~ Q T RE TLET TRU U
D IDE SLOPE VE ETATE S G
j SHOULDERS OPEN AREAS SLOPES MAX 3;1
HED LE EDIN SC EE E DATE TYPE PLANTING RATE
F LL ECTION N TREE IN I
• - GRASS 10% 1 F AUG 15 OCT 1 HYB .FESCUE 90% IMPROVED BLUE 7 LBS 000 S - 2 LBS 1000 SF
~ ~ f OCT 15 FEB 15 ANNUAL RYE ERMANENT PO L P z 4 o0
U2
~1 LEV. 42 .0 LEVEL E
Fi i N ;1 SLOPES GREATER THA 3 z 6
MARSH ND HIGH SHALL W LA DATE TYPE PLANTING RATE
i ''i - WIDE 2184 F PLANTING AREA 5 s
MAR 1 -JUN 30 SERICEA LESPEDEZA SCARIFIED 50 LBS ACRE E PLANT LIST - 42 . SE L V. 42 . 8 5 E ~O
r~{ ' AND TALL FESCUE 120 LBS ACRE
\ !;A - ACRE
JUL 1 AUG 15 TALL FESCUE 120 LBS R WNT P MI LET 35 LBS ACRE AND B 0 O L
~
\ - 7 R 2 WAX MYRTLE RI A P DEZA UNHULLED-UNSCARIFIED 0 LBS AC E ~ R 1 S CE LES E SEP 1 MA E c
120 LBS ACRE AND TALL FESCUE
Q
. ~ . ~ TER LOW MAR H HALLOW WA ONSTRt.TCTION DOCUMEN
- F IDE 2 45 EA 5 W TIN AR PLAN
T f R - 16-4-0 AT 20 LBS 1000 SF FER IL ZE E LANT LI T - 2. E P 7. 4 8 ELEV. 42 5
• LIME. - DOLOMITE AT 90 LBS 1000 SF - 1 SF SUPERPHOSPHATE 0-20-0 AT 12 LBS 000
E
E''~ Ej / „
j
E LLY PIN 11 L L
fi i
P ND MA N F.
~ i 1`'
q . RED CEDAR 9 t ~ .a
- 46SF SHALLOW WATER LOW, MARSH ELEV. 427.5 42.0 2 5
9
PA IN NOTES QUA. BOTANICAL NAME .COMMON NAME SIZE S C G
6 180 JUNCUS EFFUSUS SOFTRUSH PLUGS 2 O.C. PLANT IN GROUPS OF 20 20
60 SAURURUS CERNUUS LIZARDS TAIL PLUGS 2 O.C. PLANT IN GROUPS OF 10 ........+r.-..r.... a ,~.wsn.. a -r a e„ss,ire-ti r, ,terrn nr e v nnvn P11 rt /'1 RI A AI'f" IA1 !°+P9P1t If'1C~ !1P°' 411 10 L
OU F'VN ItUtKIA I;VKUHIH YII:KtKtL WttU I'tNl F'V IJ G U.V. rLr~rvi iiv Vrtv~r~ yr ~v 1U r
180 SCIRPUS PUNGENS THREE SQUARE BULLRUSH PLUGS 2~ O.C. PLANT IN GROUPS OF 2d 20 F-a
I~ (9) BALD CYPRESS 60 ACORUS CALAMUS SWEET FLAG BARE R00T 2~ O.C. PLANT IN GROUPS OF 10 60 SAGITTARIA LATIFOLIA BROADLEAF ARROWHEAD TUBER 2' O.C. PLANT IN GROUPS OF 70 10 Erb 1 0
i.
~ SHALLOW LAND (HIGH MARSH) ELEV. 428.0 - 428.5 (2184 SF)

~ r i~ QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES
r. 1
ARMOURED FOREBAY BERM 55 IRIS VERSICOLOR WILD IRIS BARE ROOT 2' O.C. PLANT IN GROUPS OF 5 60 ITEA VIRGINICA SWEETSPIRE 1 GAl 3' O.C. PLANT IN GROUPS OF 5
SEE EROSION CONTROL PLAN 50 CAREX STRICTA TUSSOCK SEDGE PLUGS 3' O.C. PLANT IN GROUPS OF 10 10
I~ ~ 25 EUPATORIUM FISTULOSUM JOE PYE WEED QUARTS 5~ O.C. PLANT IN GROUPS OF 5 3
FOREBAY 15 CLETHRA ALNIFOLIA SUMMERSWEET QUARTS 5' O.C. PLANT IN GROUPS OF 3 t i
VEGETATED SIDE SLOPE ELEV. 428.5+ SEE PLAN FOR LOCATION)
3" PINE S1RAW MU~CN QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES

~a ~ G ~ d 4" EARTH 9 TAXODIUM OISTICHUM BALD CYPRESS 2 GAL N/A SEE PLAN FOR LOCATION SAUCER 11 PINUS TAEDA L08~OLLY PINE 3 GAL N/A SEE PLAN FOR LOCATION ION
ToP of R00T BALL AT g JUNIPERUS VIRGINIANA RED CEDAR 3 GAL N/A SEE PLAN FOR LOCATION ION 'ION
i ,1 TRENCH FINISH GRADE. REMOVE 32 MYRICA CERIFERA WAX MYRTLE 1 GAL N A SEE PLAN FOR LOCATION 'ION
t ,,i DRAINAGE BURLAP AND TWINE FROM TOP 1/3 OF ROOT BALI.
NURSERY SOURCES:
GRADE ~ F~j ~f;~ MELLOW MARSH FARM [phone]
/
E~ NOTE NOTE : SOi~ BACKFILL MIXTURE CURE NURSERY [phone] REVIEWED BY: L,'' C I
PLANT PIT f SINGLE PL PLANT PITS ONLY FOR - 1 PART GROUND PINE GILMORE PLANT AND BULB CO. [phone] SINGLE PLANTS. FOR BARK TO 6 PARTS SITE SOIL DESIGNED BY: 1-v,
OTHER PL. THE ENTIR T OTHER PLANTING PREPARE DRAWN BY: I_,:'
THE ENTIRE BED AREA, OR DATE;_ r PROJECT NUMBER: ,:7
TRENCH F~ P~----°~ TRENCH FOR HEDGES MAKE HOLE 12" WIDER ON
y___--__ ~ BALL + 12" ALL SIDES THAN R00T WET DETENTION
~--l BALL DIAMETER BASIN PLANTING
TYPIC/-~L SHRUB PLANTING GRAPHIC SCALE zo o ,o zo w a~
~ NO SCALE
f C6,00
r--"".,- ( IN FEET )
~",~.y 1 inch = 20 fk
SEPTFMBER 2007

.sue
70' MIN.
8UT SUFFICIENT TO KEEP
1.5' A MIN. SEDIMENT ON SITE v t2
„ MAINTENANCE ° 9 ~ , 8 MAX. v
° o00 0 opt o ~o °°o°° .MIN ~ Q 1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AI VARIAB E AS DIRECTED BY THE ENGINEER L t" WEEKLY AND AFTER .
~ o `~po 0 0 o~ EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVEN 0 0 FILTER yy~~ p opo 0~0 0 o NOTE: IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OT dFALL EVEN AND REPAIR 2 -3 STONE. TO BE USED 25 OR WIDTH OF
U 00 ° O QOop ~ O FABRIC ° q~~~ o THAT COULD CLOG THE CHANNEL WHEN NEEDED. Q ~o~° ° _ MBS OR OTHER DEBRIS EXISTING RG STON OR RAI ROAD , (SU E E L PROPOSED .STREET, ROADWAY BALLAST . WHICHEVER IS
o qq ~Q o STONE CHECK DAM NOTES: AMOCO 2006 OR Qq °q° qQ ~Q ( °Q ~ STONE SHOULD BE PLACED OVER o ~j~° ~ 1. STONE CHECK.DAM-STONE SHOULD BE 2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHE MIN. 12-1 2 GREATER. IN. 12-112 GA.
EQUIVALENT) op q ~q O~ °V°q THE CHANNEL BANKS TO KEEP PLACED OVER THE .CHANNEL BANKS TO EROSION FROM NIGH FLOWS AROUND THE EDGES OF .THE D~ INTERMEDIATE )VE THE CHECK DAM AND OF .THE DAM. CORRECT MIN. 10 GA. WIRES 'TERMEDIATE o !RES I'
WATER FROM CUTTING AROUND KEEP WATER FROM CUTTING AROUND A AMA IMM IAT Y. IF I NIF ANT R N LLD GE ED EL S G 1C E OSLO OCCUR THE DAM. THE DAM.. s SIGN OCCURS BETWEEN LINE WIRES
A DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, IN.. PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANT UCH AS, INSTALLING A THE CHANNEL PRACTICE GRADE BADE
Tl N "N 2 SEE SEC 0 6 83 OF CDENR EROSION 6.31, RIPRAP-LINE AND PAVED CHANNELS.) (
AND SEDIMENT CONTROL PLANNING AND REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEl AN PL
DESIGN MANUAL FOR ADDITIONAL INFORMATION PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE Ch REGARDING. MATERIALS, CONSTRUCTION CAMS AS NEEDED TO 1\/ /;,/\/~/\/\/\r\/\r\!\~r;~/\/;~r\/\/\i, / ~ / LOW THE CHANNEL TO a ~ ~ \ \71A 4
,r DRAIN .THROUGH THE STONE CHECK DAM, AND PREVENT LAI CLASS B AND SPECIFICATIONS. 'REVENT LARGE FLOWS 70 MIN. / ~ / /
FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES T EROSION NEEDED TO .MAINTAIN D SP N N I HT AN R T ~ E G E G D C OSS SEC ION. D STONES TO DAMS AS EXISTING ROADWAY > 'S SECTION. ~
CONTROL ° o°q q Q~a srONE ° q/~'~(} oqq NEW CONSTRUCTION ~ FRONT VIEW i / ~ J
~ q~o~-o}apooq(~ q 0 °a0 Oadq ° / ~Oo~oo o ° a q Do ql.--' qo aao ~ q MoD q ° „ \/\/\f~ 6" MIN. 6 MIN. \ ~ > \ \ r
O ° ooO V 0 C.• 2`f' MAX. o(~o~~o a oqa Q aQgp,Q p~Q a 6 ~ O o © ° ° O p°0 t' (1 lJ q 0 Q a~ ~ t~ ° 0 o A T CENTER r;\ i,. MAlNi"ENANCE \ / ~\f\\/\\/
q 0 Q ~ 0 ° 4 O O 0 0 0 FILTER ~ ~oo~q q Qq q0° o q q \ ~ t. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK A A WEEK AND
FABRIC q ~ q o~q 0 ogp0op~oo0 d°~~~o oqq q o o ~ Oo ° ° q ° o a o ono oop ~ oa a ~ ~ ° o Qoo Q~ ~ q o t7 o/yC,~~ d 0 Q (~O o~q° ~ o Q 0~(~q° '~,~/i.//i,~ % STEEL POST AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIR; QED REPAIRS
y~=yy70(/~\V ~,.lgcn.V10~ ~Ca 0 q Qq ,{qy~ p W ,~iy~~ ° `+JQ ° ° ° 000 Q ~MJ ° O Out./ ~ STD SILT FENCE FABRIC.UNDER STONE IMMEDIATELY WOVEN WIRE 2.
POST POST FABRIC SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE E COLLAPSE, TEAR,
TIN -A SEC O A - POST (TYP) DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PRC CROSS SECTION NOTES: 3, ACE IT PROMPTLY.
TEMPORARY CHE DAM C SILT FENCE FABRIC 1. ENTRANCES SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. z REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVI C) ?Y TO PROVIDE SEALS
10' N4T TO SCALE ° o FILL SLOPE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN ANC ~ PR R N T F N TAKE CARE TO A cT RAIN AND TO CARE TO AVOID
L 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. ~ = REDUCE ESSU E O HE E CE UNDERMINING THE FENCE DURING CLEANOUT, N ~ ~ T
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING. OR DIRECT FLOW OF MUD ~ REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDII CA IR? ;TABLE SEDIMENT (®P`°®
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. AND STABILIZE IT o
CS= O ~ ~ ~ AFTER THE CONTRIBUTING DRAINAGE AREA, HAS BEEN , / \ \ / PROPERLY STABILIZED. HAS BEEN
CONSTRUCTION SPECIFICATIONS Q 4. ANY MATERIAL WHICH .STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. ~ \ \ „ & MIN. COVER L.
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, r\ / ~ ~a NOTES: o OVER SKIRT 5. FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY MAINTENANCE SHALL BE PROVIDED. 49
AND OTHER OBJECTIONABLE MATERIALS. I 1. USE SILT FENCE ONLY WHEN DRAINAGE w ~ ANCHOR SKIRT AS AREA DOES NOT EXCEED t f4 ACRE AN[ I DRAINAGE 4 ACRE AND FN^IN
ELEVATION 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. ~ / * ~ DIRECTED BY ENGINEER NEVER IN AREAS OF CONCENTRATED FU 'V TRA TED FLOW. *?"®i®~~ D. ®
A L DESIGN R IR M NT . NOTES: L EQU E E S 7. SEE SECTION 6.06 OF "NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL"
1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL. 3. ENSURE THAT 1NE TOP OF THE DIKE IS NOT LOWER AT ANY POINT / FOR ADDITIONAL INFORMATION REGARDING MATERIALS, CONSTRUCTION AND SPECIFICATIONS. 2. SEE SECTION 6.62 OF NCDENR EROSOOP SIDE VIEW -NR EROSION
THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. Z :LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE AND SEDIMENT CONTROL PLANNING AND GE FOR REPAIR OF SILT ANA " F R A ITP NAL INFOF MAINTENANCE DESIGN M U L 0 DD 0 4NNING AND ZONAL INFORMATION
BARRIER.. 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE FENCE FAILURES, USE REGARDING MATERIALS, CONSTRUCTION STRUCTION
REGRADING AND CLEANOUL 3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM Na 57 WASHED STONE. ERIC. I I AND SPECIFICATIONS. LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIOD G TOPDRESSING W TH * 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 FENCE 1S PROTECTING
IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS. FABRIC OVER STEEL POST SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL 08JECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.. CATCH BASIN. REVISIONS
MAINTENANCE H RI NTA P T 0 ZO L OS
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EACH RAINFALL. IMMEDIATELY E P RARY N TRU I N E TRAN T _ A SILT E E E 9
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY ---.WOVEN WIRE FABRIC ~ CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS 12 57 WASHED n ~ABRIC NOT TO SCALE
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND .WITH THE S70NE HORIZONTAL POST NOT TO SCALE OST
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. ~a SILT FENCE FABRIC BRIG
z ~o cc~ 2
I ~ Q ~~l 1
' 2 ~ CLASS 'B' RIP RAP T COMPACTED SOIL RIP RAP TYP (
MIN. ;/~/~/tip' f~/~/~/` FLOW ~~~/,~~/,~f/~~ ~`~~~/,~f/,~~/,~ ~ %~/i r,~/i~~ ~ ~f~ ANCHOR NETIINC iL W
METAL PASTS f~,/~//~//~ 1N A 8" DEEP tRENCH M
~/1~~i\~j/\~` fj~
/\/\f\/\/ \ /\/\/\/\/\i SECTION /f / / /j / / / / 7EMPDRARY LINER tt
MAINTENANCE GALVANIZED HARDWIRE F..-d rLf
1. INSPECT OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 2:1 SLOPE CANT WERE EXTENDS TO TOP
(1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE (MAX.) OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW WIRE OF BOX LOW 1>
6' FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR C} u } z
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVA . R P A L E L CE TYPICAL STONE AS NEEDED. .ACE r. R,rt
C O
P RARE' DIVER SI N BERM DIT ~ rs C
EINF R ED SILT FE E N TLET u NpT TO SCALE
NaT T® SCALE ONSTRUCTION DOCL MEN f(
CHANNEL LINER
„ „ TYPE.. B #57 .WASHED STONE g
PA TM T DE R EN QF TRANSPQRTA TICN z
PR PARA TI N SEEDBED E Q
SEEDING SCHEDULE fs
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL MIN. WIDTH OF TEMP, LINER Z
SHOULDERS SIDE DITCHES SLOPES MAX. 3: 7 CoNDIT1oNS, IF AVAILABLE. "Z1t t TEMPORARY \ LINER [IE i
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
DATE TYPE PLANTING. RATE REASONABLY SMOQTH ANa UNIFORM. .80TTCM WIDTH
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL SEE BELO W* . ( )
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS ACRE 5. CONTINUE TILLAGE UNTIL AWELL -PULVERIZED FIRM REASONABLY UNIFORM SEEDBED / > TE P RARY LET P TE TI N GRASS-LINED CHANNEL r
NOV. 1 - MAR. 1 TALL FESCUE 300 LBS/ACRE IS PREPARED 4 TO 6 INCHES DEEP. & ABRUZZI RYE 25 LBS ACRE 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED. LIGHTLY WITH SE DING / E NTS NQT TO. SCALE
MAR. 1 -APR. 15 TALL FESCUE 3u0 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 i2Q LBS ACRE . IN P T A AR A
/ 8 SEC LL SEEDED E S AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN BROWNTOP MILLET 35 LBS/ACRE THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 609 DAMAGED
OR SORGHUM -SUDAN HYBRIDS 30 LBS ACRE. REESTABLISHED FOLLOWING ORIGINAL LIME FERTILIZER AND. SEEDING RATES. / , NOTES:
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE. TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
57 WASHED STONE # i. SEE SPECIFICATIONS FOR TEMP. LINING, RIPRAP
P . - SLO ES 3.1 TO 2 1 APPLY.• AGRICULTURAL LIMESTONE 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS ~~An~ i~~Q _ annn i Rc/erQ~ ~tn_~n_~nt AND FILTER FABRIC REQUIREMENTS. L
r a_r~rru~c..ri rvvv ~t~.r~nvr ~tv rv rv~ . SUPERPHOSPHATE - 500 LBS ACRE 20q / ( ) 2, RIPRAP CHANNELS SHALL BE OVER-EXCAVATED G
MAR. i -JUN, 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE MULCH - 2 TONS ACRE SMALL GRAIN STRAW / ( ) RIPRAP TO BE PLACED FLUSH WITH PROPOSED CJ o
~ ANCHOR -ASPHALT EMULSION AT 450 GAL. ACRE / (MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE c7 ) ~ CHANNEL GRADE,
MAR. i -JUN. 30 OR ADD WEEPING LOVERGRASS 10 LBS ACRE ( ) / 3. PREPARE SOIL BEFORE INSTALLING MATS OR NETS
MAR. 1 -JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS ACRE ( ) / JUN. i -SEP, 1 TALL FESCUE AND 120 LBS ACRE STORM DRAIN Q TOP OF STONE ' INCLUDING APPLICATION OF LIME,. FERTILIZER. AND
/ BROWNTOP MILLET 35 LBS ACRE SE S S EDING HEDULE l INLET 2/3 OF PIPE DIAMETER STORM DRAIN SEED.. A
OR SORGHUM -SUDAN HYBRIDS 30 LBS ACRE / _ $ INLET A 4. BEGIN AT 7HE TOP OF 7HE CHANNEL BY ANCHORING (VG
SEP, 1 MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE NOT TO CALF AND TALL FESCUE 120 LBS ACRE / err TH NET OR MAT IN A 6" DEEP TRENCH. BAGKFILL ~ E ~rr~ L
NOV. i - MAR. 1 ADD ABRUZZI RYE 25 LBS ACRE l ANO COMPACT THE TRENCH AFTER STAPLING, ~'i~ -
fi~ 5, ROLL CENTER MAT OR NET IN DIRECTION OF WATER .R
r ~~ir~ r~~ FLOW. ON BOTTOM OF CHANNEL.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN- ~`'fi ~
FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE !rf~~/~ ~ - 6. PLACE MAT OR NET END OVER END (SHINGLE STYLE) -~~,,~i,~~i„~i~~,i;~~i~~ir~~i~~,i,'~~i, ~~i I T A V R AP. US R W OF W H 6 O E L E DOUBLE O LE) r" .
VEGETATION .RATES ARE THOSE WNICN DO WELL UNDER LOCAL CONDITIONS OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. STANDARD TEMP STAGGERED STAPLES 4 APART TO SECURE.
SILT FENCE WITH STEEL POSTS 57 WASHED STONE a ~ r
TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. 7. FULL LENGTH EDGE OF MAT OR NET AT TOP SIDE (SEE DETAIL SHT ABOVE). SLOPES SHALL BE ANCHORED IN 6 DEEP TRENCH
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12°' IN HEIGHT BEFORE MOWING 0TH RWI E SE FESCUE MAY BE SHADED .OUT. Q Q AFTER STAPLING. I
T N A-A SEC 10
8. MATS OR NETS SHALL BE OVERLAPPED 4" OVER THE CENTER BLANKET AND. STAPLED. PLAN f
TYPE A - t
SEED NG SCHEDULE FOR 9. THE TERMINAL END OF THE MAT OR NET MUST BE
TA I I A TI S ~ L Z DN GRASS AN R IN A 6°' D EP TR NCH. BACKFILL AND CHO ED E E COMPACT THE TRENCH AFTER STAPLING.
REVIEWED BY:
DESIGNED BY: BI)S
A Q TE TYPE PLANTING RATE NOTE CHANNEL SCHEDULE. DRAWN BY: TS(i
c 1. INSTALL SILT FENCE AS INDICATED IN STANDARD TEMPORARY SILT FENCE DETAIL. BOTTOM SIDE SLOPE PERM. TEMP, MIN. -MP. MIN. WIDTH IAA"1 E: 9-2~ 7
MAR. 15 -MAY 15 PERRENNIAL SEED MIX 10 LBS ACRE / N I f ,G WLDL FE RESOURCES CHANNEL WIDTH (FT) {Ic i) LINING LINING OF LIN YINC of LINING (FT) PROJECT NUMBER: 074 l
COMMISSION 1 3 3 GRASS S75 i75 9
MAR. 1 - JUN. 1 SERICEA LESPEDEZA SCARIFIED 50 A R ( ) LBS/ C E ~ 2 3 3 GRASS S~5 3 3 3 GRASS STRAW w/' TACK 075 9 SITE DETAIL w/ TACK 9
MAR. 1 -APR. 15 ADD TALL FESCUE 120 LBS ACRE ( ) / 4 10 5 GRASS STRAW w/ TACK , wf TACK 20
MAR. 1 -JUN, 30 OR ADD WEEPING LOVEGRASS 10 LBS ACRE ( ) / 5 2 5 GRASS STRAW w/ TACK w/ TACK 12
MAR. i -JUN, 30 OR ADD NULLED COMMON BERMUDAGRASS 25 LBS ACRE ( ) / JUN. 1 -SEP 1 TALL FESCUE AND 120 CBS ACRE. ALL CHANNELS SHOWN ON EROSION CONTROL PLAN 7NAT tNDTCA7E TEMPORARY LTNTNG PIPE INLET PR TE TI N C PONT
/ BROWNTOP MILLET 35 LBS AGRE / BUT ARE NOT iDENTTFIEO IN 7HE CHANNEL SCHEDULE SHALL INSTALLED AS INDICATED ABOVE AS CHANNEL J.
OR SORGHUM -SUDAN HYBRIDS 30 LBS ACRE / NOT TO SCALE a,...0 0_
SEP. i - MAR. 1 SERICEA LESPEDEZA (UNHULLED. - UNSCARIFIED) 70 LBS/ACRE AND TALL .FESCUE 120 LBS ACRE / TYPI A DiT H SECTIONS CL C
NOV i -MAR 1 AND ABRUZZI RYE 25 LBS ACRE ( ) / NQT TO SCALE SEPTEMBER 2007 I~

CONSTRUCTION SPECIFICATIONS
TYPICAL POROUS BAFFLE PLACEMENT 1, GRADE THE BASIN SO THAT THE BOTTOM tS LEVEL FRONT TO BACK AND SIDE TO SIDE.
(SEE DETAIL FOR BAFFLE 2. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP BASIN.
~ INSTALLATION tNFORMA TIDN ) 3~ 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF ti~
EARTH BERM F 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF STEEL PAST .STEEL PAST 4 MAX.
THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY, TOPS OF BAFFLES SHOULD BE 2 tNCHES LOWER THAN THE TOP OF THE BERMS. SEDIMENT PIT VARIABLE AS DIRECTED BY THE ENGINEER ww SUPPQRT WIRE QR RQPE
4. INSTALL AT LEAST THREE ROWS QF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE 3~ qx .,i ~
POINT BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES. ~ PQRQUS BAFFLE MATERIAL DRAPPED N~
5. WHEN USING POSTS ADD. A SUPPORT WIRE OR ROPE ACROSS THE .TOP Ot` THE MEASURE s~ ~ AVER SUPPQRT WIRE QR RQPE w w T P F FABRIC 6" NIGHER
TO PREVENT SAGGING. J Q Q SUPPQR r WIRE 7NAN INVERT QF SPILL WA Y o
6. WRAP POROUS MATERIAL LIKE JUTE BACKED BY COIR MATERIAL OVER THE TOP WIRE. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE, ATTACH FABRIC INLET ZQNE QR ROPE ~ ~ ANCNQR BAFFLE IN TRENCH OR Wf TH 8"
TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES. 35~ SURFAGE AREA ERQSIQN CONTROL MATTING STAPLES 0
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED FN GRADE ~ FIRST CELL ~ ~ GRADE oT
WITH 8-INCH EROSION CONTROL MATTING. STAPLES. 2~ 25~ SURFACE AREA ~
B. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE TRAP BASIN. PERMANENT OUTLET SECOND C / ~ ~ /i - SEGQND CELL / \ \
MAINT NAN TR T R 25% SURF E CE S UC U E 25% SURFAGE AREA / / ~ o / I(s
1. INSPECT THE BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAK ANY -OUTLET ZONE E ZQNE ~ I \ FRONT VIEW \ ~
REQUIRED REPAIRS IMMEDIATELY. 15% SURFACE AREA ?FACE AREA i ~ N SIDE VIEW ~ ~ / \ \ ~ ~
2. BE SURE TO MAINTAPN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE F COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. ~ f i ~ /
3, REMOVE SEDIMENT DEPOSITS WHEN iT REACHES HALF FULL TO PROVIDE ADEQUATE \t\, / / ~f%/~
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT: DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH,
4, AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED REMOVE ALL
BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE AND
STABILIZE IT. SEALS
* BAFFLE SPECIFICATIONS AND MAINTENANCE. FROM NGDENR EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL. SEE MANUAL FOR ADDITIONAL INFORMATION.
CONCRETE SLAB CONCRETE SLAB
` MANN RING AND COVER MANHOLE RING AND COVER OLE 2549
#4 BARS. & O. C. E.W. ~4 BARS ~ O. C. E. W. x ~M-IN
~ u~ m F F B 8 I g D. S?
TOP SLAB ELEV E I--*-I 1----! 3 TOP SLAB ELEV: E I~°°--°°°-I I-~-I ~ 4 a p- a ~
OPEN-THROAT YARD 11~ ' a' ~ WETLAND OUTLET n a= ~ a °b a 4 REBAR & O.C. E. W.. a a, ~ a 4 - . ° ~ 44 4 a ° a 4 REBAR 6 O.G. ° # ~ SAT YARD INLET. IN EACH OPENING OPEN-THROAT YARD INLET IN EACH OPENING BAR 6" C.C. E.W. CH OPENING
~ ~ z 3 -o- 3
RIM ELEV. p R!M ELEV.° D
Q;a• . a ~ a a a ° ° a ° ° d a REVISIONS
a 4 e. -e 4a. ~ .q PRE-CAST BOX • • a Q 4 . Q 4 ° ® ' •a y • ° da ' ° a 4 ~ ° 4 a a
• 4. a' , • a.. • " SECONDARY SPILLH a 4 PRE-CAST BOX q GARY SPILLWAY a ; n a ~ e , b ° °
4 :4 DIAMETER: D ETE U a B 4 4 b , 4 a 4 ° , IAM R: a a a a 4.-. 4 ° a <
NARY PI W Y a^. a a SECO 0 S LL A FAtRCLOTH SKIMMER INVERT ELEV.: T PVC PI 4 q 4 q a 4q EMBANKMENT SECONDARY ORIFICE <4 4 4 4 a ° ~ ° ~ a ° 4 PRE-CAST BOX CAST BOX
a: OR APPROVED EQUAL. a qa a aq .a, ° INVERT ELEV.b T 4 a a a ° a' a . 4'a a . a a d 4 a 4 ° DIAMETER: U ° o a 4 4 a qa as 4 a d ° 4 f Jy F®
4 ,a DIAMETER.. S .e . d 4 ° d ° a ° a a ° a a a 4 a _.dd p.. 44. ° 4 _a 4 4 4 a_ ,q ° 4 ~ : d a q . 4. 4 C
FAIRCLOTH SKIMMER PRIMARY SPILL a . DIAMETER:. LL - a 4 b a 4 a b 4 d 4.. ( ° 4 • a p ° a4 d+ ° d 4 p:. 4. a ° ..MARY SPI WAY ° • a 4 4.. ,4 0 a p' .a, 4. a °
OR APPROVED EQUAL, 4 4 DIAMETER: S DIAMETER.. Q a 14 - p° 4 q a 4 q <d a a PVC PI 4 A ~ . a a ~ 4 ° zz
a- PRIMARY SPILLWAY 4"x " R R 3 EDUCE <a INVERT ELEV.: B PRIMARY SPILLWAY ° ' 'a d b °4a ° INVERT ELEV.: B ° °
.q. G , • ' a qa 4 a a ° 4 . ' ° ~ d a a ' ~ . ° a d' ' a. a4 ° e
A • q.„". a. b .'e a 4 a° 4 a d'4 ~ qp y4.4 °4 44 °
DO NO INSTALL PRIMARY SPILLWAY ~ OUTLET PIPE UN71L SKIMMER tS REMOVED ° a 44 ° a 4 ° ro n a a 'SPILLWAY ° 4 ~da 4.. 4 a. t ~t
• BARREL . AND POND NO LONGER OPERA lES a ° 4 a ° 'd. a 4 4a 4. a 4 a )PERA TES a 4 4° . . b ' ° ° '4 4. 4 . a ° 4 _ . a 4
AS A TEMPORARY SEDIMENT BASIN a d e a a° .4 a.. a .NT BASrN ° 4 a a : e b ° ° a 4 ° a a 4 a a ° ° ° 4 4 q a a d d OUTLET ° ° ° a ° 4 In
.CONNECT FLEXIBLE PIPE ° 4 TO POND DRAIN. GATE. d• 4 4 4 a ` 8 EL °d a a 4 d 4a 4° ARR 4 ~ _ a a 4 a p a a 4 a < a 4 7 f
VALVE SHALL REMAIN a ° a a a a a a 4 d. 4 4 q. a 4 °a'4 4 °4 d p.. d a ° ~ as ° 'd' a q. ° °a ° q a`a
F X! PIP OPEN. REMOVE SKIMMER. LE BLE E • ~ „ ONCE POND IS NO LONGER 4x3 REDUCER a a a a a 4 a 4~ 4 ,a. 4 a 4 a ~ as _ 4a ?GER 4 a V H' ~ j;
M UTILIZED AS TEMPORARY a E ~ e 4 4 a ° 44 a a s e ~ y 4 EMBANKMENT 4 ° a s a a a ° q • a '
SEDIMENT BASIN, a 4 a a a s a J d ' a '.4 d a . 'a e ° a a , a 4 9 o d p a a b p a° ° O F
A _ a _d 4 'a a4 4 4 A a a °
J • F : BARREL OUTLET INVERT ELEV.: A ,F . G a ° 0 ~ a as a d -~`I BARREL OUTLET INVERT ELEV.: A --I , a' 4 a ° ° ° q ° , '.a. e. _ d d 4 °
9a °b 4 b b by d d ad b b a d b a. .b 1 4 a b pd d / d. 6.. 4.. b a, 0 4 ~ b d p a , b b " > ° b a 4 d. a ° b .k ~ A' b 'a 4 4 b d4.,' d a a ~ a' d.q b .b "ONSTRUCTION DOCUMLN~j,
• , ` ` a- EXTEND TO TOE OF SLOPE • 4 • ~ Q ° 4 ry f'1 . , 4 ° b,d a,,d d '.4 ~i.db ° .4 ^`b A mba b.4 p.
a Q~ a ~.e d, bd. 4° a 4 M a da btr Oda d °a P n ab~ g;a d°b b' dp d. - ddb.p
DIP DRAIN WITH GATE ~q
VALVE AND HAND WHEEL. PVC DRAIN WITH GATE SECT~oN x-x
X ANHRTO U T TR R. PLAN VIEW c o a TLE s UCTU E VA VLE TO BE OPEN DURING. UREa VALVE AND HAND WHEEL. OUTLET STRUCTURE NOTES: 'EEL. 37RUCTURE.
CONSTRUCTION. SECTION Y- Y ANCHOR r0 oUTLEr STRUCTUREa ! VA VLE r0 BE OPEN DURING i. ALL STRUCTURES AVER 3 -6 IN DEPTH TQ BE WRING
DIAMETER: R T MP A 1 E OR RY SED MENT BASIN NOTES. > CONSTRUCTION. PRQVIDED WtTN STEPS 1-2 ON CENTERS. STEPS
DIAMETER: R SHALL BE IN AGGQRDANGE WITH STANDARD 84'0.66.
1. INSPECT DEVICE AFTER .EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A 2. GLASS "B" GQNCRETE TO BE USED.
i DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER. T T TR TUR PERMANENT OU LE S UC E 3. ALL MQTQR JQINTS ARE i/2 f i/8 L,
2. CLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LONGER DRAINS PROPERLY. 4. FARMS ARE r0 BE USED FQR THE GQNSTRUGTIQN
QF THE BQTTQM SLAB,
3. PROVIDE PAINT MARK ON RISER AT 12 HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
REACHES MARK.
~4. INSTALL ALL COMPONENTS OF POND EMBANKMENT OUTLET STRUCTURE SKIMMER D
EMERGENCY SPILLWAY, ETC. (UNLESS NOTED) PRIOR TO BEGINING CLEARING OPERATIONS.
to fl^T to fl^TAI f f+! a'.(1 I11'1l1 TI"/'. TI Y1A1 ItA TTlAIn
ttVJ ON . ttVJtHLL ~LUt't t"fSU1tGf1UtV MHIt11YU ON ALL SLOPES STEEPER THAN 6:1 DAM WIDTH: M r
TOP OF EMBANKMENT ELEV.: G AND AND FLOOR OF POND
~III~III~III`III~IIl~111~111=111111.=Ills
=1 I ICI 11=~ ~ iii f ~~i ~ ~Ti i iii i isi i iii ~ iii ~ i~~ I Iii
1 ~ I ~r-d-
'~I ~,11
° 3 G ° a: ~ ~ 1 I i~l I I- 3 I ICI I h { !r'
ARMORED SHELF WIDTH: C ° s; - ~ 3 INSTALL SLOPE PROTECTION MATTING 1 I hl l L - I w __i I i 1 ON ALL SLOPES STEEPER THAN 6:1 r
a 10 OUTLET STRUCTURE ° ,an a 4 ° ° ° <4 1 COMPACTED =~fI=1II®
PERMANENT POOL ELEV 8 SEE DETAIL THIS SHEET. '4 ° °4. ° ° e ~___.LONG. ANTI, SEEP SEED & MULCH EMBANKMENT SELECT FILL "-=E i ICI I 1=_ COLLAR (6 WIDE) ' _ _ SEE SEEDING SCHEDULE SHEET 07.01 ~ F C7.01
Q d ICI C I-1 I I=I 11=i i a 2 _ ° ~ ° a~ ~ ~ I_i l l_ _ _irl~Ilh
1 2 II ~III_ 2 < ° 4 t ~ i I_ 1 a ; ~ - - - FESaUTLE
FOREBAY ~ a . f',. q a a 4 a°' ° d° FES OUTLET ?NV. ,
BARREL OUTLET Q °a I I-I 4 ° - ~4 _ a _E { I; I { I-1 _ BOTTOM FOREBA Y ELEV: A BOTTOM PONp ELEV.' A INVERT ELEV.: A 4; a ELE~: H OUTLET BARREL: K ELEV.: H '
''-1 I hE I 1-1 _ _ - - - _~~I_ I~ °@ a S.
I Imo. I -L t I._. A: d ~1 . ~ e . e ° . A d - ~ I- -
2 hI I~ ®I I I; I Q. I1=1111 o 111-' Q
~~III~II VIII ~ 1 ;III I I I~ OUTLET PROTECTION 1 i ?OTECTION
hII ®II 7. 1 SEE sNeEr c oz -111_ - r C702 RI VIEWED BY: JFC
PoN s H D C EDULE NOTE VIII=11111
PONp NUMBER 1 N FT 424.20 PIN 18 1-YR STORM ELEV. 430.06 ( ) O EMBANKMENT SHALL BE CONSTRUCTED 0 4 STRUCTED OF GLEAN STRUCTURAL SOIL, FREE OF ROOTS, 2-FT DEEP CUT OFF TRENCH.
VEGETA TION ROCKS & OTHER OBJECTION 0 A FT 423.00 ? FT 4.0 Q 1N _ 1.5 10-1R STORM ELEV. 431.07 ( ) ( ) PLACING FILL. PLACE FILL IN 6-8 INCH t ? OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE EXCAVATE TRENCH ALONG CENTERLINE 6-8 INCH LOOSE LIFTS. COMPACT TO AT LEAST 95q OF OF EMBANKMENT AND EXTEND INTO BOTH
THE STANDARD PROCTOR DENSITY. VSITY. A 7M NT T A T TH VATI N BU E S OAT LE S E ELE O
B FT 428.00 J FT 4.0 R fN 4 25-YR STORM ELEV. 431.31 O O ( ) OF THE RISER CREST. EMBANKMENT 5EGT1aN DESIGNED BY: "IJ .
C FT 10.0 K 74 LF 18"RCP S 1N 3 100-YR STORM ELEV. 431.93 ( ) ( ) SCALE: N.T,S. DRAWN BY: I'St DATE*: 9---"-07
p FT 431.00 L FT - T FT 429.00 ( ) O ( ) PROJECT NUMBER: 07-
E (FT) 432.75. M (FT) 8.0 U (1N) 2
F 1N 8 N 1N 16 O T !L T TER VVET P ND DE R ASe~UILT SURVEY RE UIEETS 4 Si E TDETAILS
G FT 433.00 O IN 6 NG1T TO SCALE NOTE: CONTRACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHIC
O ~ ) SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR
CERTIFYING STORMWATER POND AREA DIMENSIONS, ELEVATIONS OUTLET STRUCTURE INVERTS, ORIFICE DIAMETER,
PIPE SIZES AND CLEANOUT LOCATIONS. TOPOGRAPHY SHALL F 7 0
EXTEND 20 FEET OUTSIDE LIMITS OF POND.... P`;
SEPTEE11\4BER ?007