20030084 Ver 2_Site Plan_20080201

I
.i c..
MAINTENANC E Gj LEVEL SPREADER TIED CONCRETE LEVEL SPREADER INTO SLOPE TO PREVENT 77 ED ?EVENT
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (~f2 INCH OR A T R R ' I SHORT-CIRCUITING. (SEE CH R FO EOJ RED STREAM HEtGNT SHALL BE 6" cs s^ s r,. d. .
R A R UPSTREAM END OF G E TE) RAINFALL EVENT. CLEAR THE MESH 6VIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSE DENT RAINS. TAK AR N T STORM DRAIN O E C E O TO OVERFLOW LENGTH) ABOVE NATURAL GROUND. OW ,,ROUND.
DAMAGE OR UNDERCUT THE WIRE P~ESH DURPNG SEDPMENT REMOVAL. REPLACE STONE L Ran rs^f
AS NEEDED. , D / ~ ~
1 3 PIPE o / ~ DIAMETER NOTES: e a 3 PIPE NEUSE BUFFER p i7 C d 3 ~C' 4METER - o FN RE -Z
1. USE NO. 5 OR ~7 STONE FORS IM NT TR p ED E CON OL. ® a _ ~ Z l,~ CONCRETE LEVEL SPREADER ~1~ ~ f- r t 10 ` MiDE STRIP OF ENTER w
2. USE 24 GAUGE P~PNIMUM WIRE MESH HARDWARE CLOTH WPTF! PN H M H ° C ES oa ~ TIED INTO SLOPE TO PREVENT t~ ~ INSTAL!.. 3 F'~rD~ STR1, 2 AVG DEPTH -FABRIC WITH 3" LAYER SHORT CtRCUiTlNG ITN 3" LAYER OF #S7
OPENPNGS. 3. PLACE TOP OF WIRE MESH A MINIMUM OF ONE FOOT. BELOW THE SHOULDER OR " RIP-RAP LINED STONE TO REDUCE ERO FOREBAY SEE d REDUCE EROSION. r
p p ~ ANY DIVERSION POINT, ~ a ( CHART FOR REQUIRED FG" NEUSE BUFFER S~
4. INSTALL WIRE MESH UNDER SEDPMENT CONTROL STONE. BURY BOTTOM 5, USE 5 STEEL POST, tNSTALLED 1.5 DEEP MINPMUM, AND OF THE SELF--FASTENER OF PLYWOOD - - - _ - - - - - - FOREBA Y DIMENSIONS) A( 4 ~h'
ANGLE STEEL TYPE. _I11-111_ _I11-111 I I C,~ h UNDERDRAIN TO Fp
6. SPACE POST A MAXIMUM OF 4' APART. DRAIN INTO BYPASS /y
3 4" XT RI R / E E 0 REINFORCED ISOMETRIC VEGETATED BYPASS 3 FILTER FABRIC N TER FABRIC WI TFI f 4~
PLYWOOD METAL POSTS CONC ETE LEVEL SPREADER SCALE FROM VIEW „ PER ENDICULAR TO SLOPE 3 #57 STONE 7 STONE
N T : A PAR d E LL TIALLY COMPLETED STORM DRAINS SPUTTER BOX ...(SEE CHART FOR REQUIRED e 6
SHALL BE PROTECTED AT THE END OF EACH DAY IN ACCORDANCE WITH THESE LENGTH) o
DETAILS. V P A RIP RAP LINED LE EL S RE DER SGNEDULE e
GALVANIZED MESH HARDWIRE CLOTH IS „L,' SHAPED AND FOREBA Y „ REQUIRED.. FOREBA Y 6 N T : (SEE CHART FOR LSD ICES) NTH F IM 1 N ELEVATION
7 PIPE INLET P TE xr N TI N PL E E DS ~ OUT FROM D f ~ LEG (T) D ENS O S (FT) ..REQUIRED DIMENSIONS " A: ~ ) , GONTRACTOR TO PROVIDE ENGINEER AN AS BUILT 1 1.0 13 10x10 302.5 ~
THE BOX. ALSO REFERENCE NOT TO SCALE SURVEY OF ALL APPURTENANCES OF 1NE LEVEL
NCDOT STANDARD tCa2. PLAN VIEW cHAn~NEt 4a SPREADERS, SPUTTER BOXES, GHANNELS, ETC. AS DIRECTED BY THE ENGINEER 4 24
~ NOTES: 4 ,n
1 f. PREPARE SOIL BEFORE INSTALLING MATS OR NETS, INCLUDING APPLICATION OF LPME, FERTILPZER AND SEED. TEMPORARY LINER UNDERDRAIN -SIZED da FOR Sf TE SOIL a
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE NET OR MAT !N A 6" D P TR N EE E CH BACKFILL AND COMPACT THE TREP 3.8 STAPLES SY ;T THE TRENCH AFTER STAPLING ~ ~ CONDITIONS -DRAIN SEALS
3. ROLL CENTER MAT OR NET IN DIREC110N OF WATER FLOW ON BOTTOM OF CHANNEL. USING 6", 11 GAUGE INTO BYPASS S6'1ALE a f//\ ~ ~ „ \ ~ \ WIRE "U" STAPLES. ~ n a
4. PLACE MAT OR NET END OVER END SHINGLE STY WIT A ( LE) H 6 OVERLAP, USE. DOUBLE ROW OF STAGGERED .STAPLES 4 APART 5. FULL LENGTH EDGE OF MAT OR NET AT TOP SIDE SLOPES SHALL BE ANCHORED IN 6" DEEP TR N H A ~ E C FTER STAPLING. S 4 APART TO SECURE.: ~~i,.~~i/~~i/~ X X X ~ . ~ti'`~~~~~~~` USE 8 STAPLES a A ,;~//~//~/f~//~//; FOR LOOSE SOILS. a 8
7 WA H ~ 6. MATS OR NETS SHALL BE OVERLAPPED 4" OVER .THE CENTER BLANKET AND STAPLED. ~5 S ED STONE ~ _ ~ 9 GAUGE STAPLES ?i`~®11/1/ttlfl
~ 7. THE TERMINAL .END OF THE MAT OR NET MUST BE ANCHORED IN A 6" DEEP TRENCH. BACKFILL AND COMPACT THE TRENCH AFTI >`RENCH AFTER STAPLING. - X X X X OR HEAVIER IN ~ 10 CAR®'°`''®i . I~p
c.. 20" HARD OR ROCKY ANCHOR NETTING SOILS. ?6"
IN A 6 DEEP TRENCH dW' L 4w
X X X MIN. WIDTH QF TEMP. LINER t.,.
FNc1-NV-
CHANNEL SCHEDULE- _ CRa - Ti N TEMPORARY SS SEC Q ~ LINER I 4 sp
tv11PJ. ~~y~ VIEW
BF.~TTC~~1 SIDE CHANNEL CHANNEL 1~IIDTH GF A Y I LET TE I 6.5'
~IvIDTH ~LQPE GRADE LENGTH PERf~~INANT TEt~1PCRARY LINING DEPTH aorroM WIDTH EPTH TAELE OF IMPACTS CHANNEL LINER -SYN TIC MAT STAPLE PATTERN
CHANNEL `FT NOT TO S E C ) ~H.v~ ~ a~ ~FT~ LINING LINING ~FT~ ~IN~ SITE I~/ETLANDS STREAM ZONE 1 ZONE' 2 NTS ZONE'
1 1 3:1 i 3.33 33 C35d 0350 ^ 7 1c 1 c BRASS-LINED CHANNEL (AC) (LF) BUFFER (SF) BUFFER (SF; NTS 1 0 BUFFER (SF) ,300
1 a 500 3Q0
8 MAX. VARIABLE AS DIRECTED BY TH N IN REVISIONS
EEG EER CA CAN NEL IN TAL IATI N DETAIL EE L E E I ETAILS
N S OT TC} CALE NAT TC9 SCALE
Nares: MIN. 12_ 7 2 GA, B' MAK. VARIABLE AS DIRECTED BY THE ENGINEER
1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL .CONSTRUCTION VEHPCLES. INTERMEDIATE ~tCLES. a
MIN, i 0 GA. WIRES 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. W,4RNING SIGN
~~i L1NE WIRES 57 WASHED STONE a
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING. OR DIRECT FLOW OF MUD GRADE ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. CONTRACTOR. SHALL .MUD REE PR E i~ AR U 4~' ENl' R MfN. 12-1/2 GA. ALL 2 GA.
~ ` ~ MAINTAIN AS NECESSARY. \ ,f ~j INTERMEDIATE n p P A Rd3 LES • N E RE 6NIRES TE
~ 4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. MIN. 10 GA. . a LfNE WIRES
f ~ f ~ ` GRADE STORM DRAIN ~ a w E--
"i 5. FREQUENT CHECKS OF THE ENTRANCES AND TIMELY MAINTENANCE SHALL BE PROVID / ED / INLET
~ ~ FRONT VIEW ~ 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. A /\f\~~F. ~r1~,~r;~~\lti,;lrl~~~~f~r,1/,.~ .r,~.~~~t ~~r,; ,
~ f ~ \ ~ ~ / ~ f \ \ , A / / ~i
\ 70 MIN. ~ f / ! ORANGE UV RESISTANT,. NIGH-TENSILE STRENGTH, f
!ti\~~,A STEEL POST BUT SUFFICIENT TO KEEP POLY BARRICADE FABRfC TYP ; • / ( ~
SEDIMENT ON SITE fa ~I NOTE: WOVEN WIRE ~ i /i o x O^
FABRIC , FRaN T VIEW ~ :F
USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT 2"-3" STONE TO B US ' STEEL POST . 40" h)
SILT FENCE FABRPC E ED 25 OR WIDTH OF EXCEED 1/4 ACRE AND z EXISTING ` (SURGE STONE OR RAILROAD _ PR PO TR ~T STANDARD TEMP CONSTRUCTION DOCUMC NT
c~ a 0 SED S EET, NEVER IN AREAS OF I o FILL SLOPE ROADWAY ° BALLAST);` WHI H V R t CEE S , WOVEN WIRE 2 LETIERS(TYP),~ SILT FENCE WITH FABRIC
. GREATER. co ~v STEEL POSTS WARNING SIGN TREE PRQTECTi~N AREA
(SEE DETAIL ORANGE UV RESISTANT ~ ~ HIGH-TENSILE STRENGTH [)O NC~T ENTER O ~ SHT ABOVE) w9
GRADE N . ~ ~ 3 POLY BARRICADE ~ FABRI TYP ~ NA C3E PR T + S ~ ~ ( ) C) i~N
* ~ , FOR REPAIR OF SILT :~i PLAN w ~ PLAN ~ PARR AR~(~LES • NO ENTRE
\ 6 MPN. COVER FENCE FAILURES, USE / \ NEW CONSTRUCTION N GRADE N
1 ~ OVER SKIRT * 'MPN N~. 57 WASHED STONE. ~ ~ 15 MIN. TOP OF STONE ;
EXISTING ROADWAY. FOR ANCHOR WHEN SILT ~ ~ ~ ANCHOR SKIRT AS ;,rr~/i f~% WARNING SIGN DETAIL 2/3 OF PIPE DIAMETER f 6 MIN. COVER STORM DRAIN ~
FENCE !S PROTECTPNG ~ / * CATCH BASIN. DPRECTED BY ENGINEER , ~ o /i OVER SKIRT fNLET I
f - 12 M1N. ' 12 M1N. - N ~ ANCHOR Sk'IRT AS
6 MIN. ~/~~r~~~`~ SI~EVIEW DIRECTED BY ENGINEER i
SJDE VIEW ~~i~ ,
CROSS SECTION NOT TO S lE FABRIC UNDER STONE r dE f/,~~ NOTES. \/,r o
I i TEMP AY C NST TI UC N ENTR AN E C ~ 1. WARNING SIGNS TO BE MADE OF .DURABLE, WEATHERPROOF MATERIAL. rT
2. LETTERS. TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DE
NOT TO SCAEE . ,~57 WASHED STONE 3, SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
,i
L f' R T N - SEC JG A A 4. P A ! N NOTE: L CE A S G AT EACH END OF LINEAR TREE PROTECTION AND 50 ON CENTER TLl~I?~4 ~T~'Q
1. INSTALL SILT FENGE AS INDICATED tN STANDARD TEMPORARY SILT FENGE DETAIL
rl', 0 p Cjapo ~~op Op0°a o °p ° °po p . 5. FOR TREE PROTECTION AREAS LESS THAN 200' !N PERIMETER PROVIDE NO LESS
°pap°p°° o° ~w °o °a q p ° p MAINTENANCE THAN .ONE SIGN PER PROTECTION AREA.
r w ~ ° o ° o ° ° ° ° ° ° TYPE STONE 1. INSP TIN TS A T A T EG LE LE S WEEKLY AND AFTER EACH StGNiFIGANT (1/2 7NE 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
G. DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATfON OF PROJECT.
~ a p ° °ap° ~ U~ °a p p pp O ~ ..o ° ° SUBSEQUENT RAINS. TAKE CARE NOT 70 DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
1,,, ° 0 p p a o a O4. a p4 p QaO O0p 8. ADDITIONAL SIGNS MAY BE REQUIRED BY THE INSPECTION DEPARTMENT BASED ON a
Qq O ppo a Q~ O p a oa pa oa a F O~ 00 pa p p ~Qap a C~ ~ ACTUAL FIELD GOtVDITIONS. ap
0o ao paQaa ~i b- Q0p ~ ® ° ~'qp p p as 9, PLACE A :SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50 ON CENTER THEREAFTER. :R.
a TE A Y PIPE INLET P TE TI N T E I E' E
PAN L N T TO S l p CAE CST T~ S ~E
SECT! N A- AM (OUTLET TO WELL DEFINED CHANNEL) O A ( OGO 200 "AMOCO 2006 r3l
OR EQUIVALE L FILTER E3LAN OR EQUIVALENT ) FILTER BLANKET
CONSTRUCTION SPECIFICATIONS
A A TYPE STc 1. .REMOVE AND PROPERLY DISPOSE OF ALL TREES BRUSH STUMPS 4. PROVIDE SUFFICIENT ROOM AROUND IV R I N T TYPE STONE ~ F ~ D E S O S 0 PERMIT MACHINE
ao° oa po a a o as pa p 0 po a po aaa Q a o a a a AND OTHER OBJECTIONABLE MATERIALS. REGRADING AND GLEANQUT
a pa ap as ° Q°° 2. ENSURE. THAT THE MINIMUM CONSTRUCTED GROSS SECTION MEETS 5. VEGETATE 7HE RIDGE IMMEDIATELY AFTER GONSTRUGTION UNLESS
a aQ°o o °o ~i ~ p o a O p o Goa 3 ~ ~~^yy ALL DESIGN REQUIREMENTS. IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
a a l/ a° O° O O O ! 0 p a p a0 ~ p p0 p F~ E p a o o Q p a Q as ~ t,(~i~ n ~ a F,.. 3. ENSURE THAT THE TOP OF THE DIKE tS NOT LOWER AT ANY POINT z
a a ° o ao pa a p a oaao p THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT
as Q o(~apa °a Oa a~'Qaa ~o TH~SIa I'I~ANS HAVE BEEF APPRUVED FC~R CONSTRLiCTION BY T~II;1'a~~~ T ` HE `I OW N OF
sECT~aN - B ~ FIL TEF FILTER BLANKET 2 ~VAI~E I`C7:E~EST AND TI-II: CITE OI~ RALZIGI-L
PLAN AMO( ( OR Ec (AMOCO 2006 COMPAGTED SOIL MtN. OR EQUIVALENT LOW REVIEWED BY: BDS
.(OUTLET TO FLAT AREA. WITH NO WELL DEFINED. CHANNEL ) F DESIGNED BY: JI~C.
, . / Zllfineeriil De`lartnlent Date Date DRAWN BY:
NOTES; MAINTENANCE DATE: E:
1. TOP OF RIP. RAP AT DOWNSTREAM ENC OF APRON SHALL E3E 1. INSPECT RIPRAP OUTLET STRUCTURES I RUCTUR W K Y A F f\ / , ES EEL ND A TER Erosion & Sc.cllmcllt Control Date PROJEC'TNTJMBER: U7 f)t.? Date
FLUSH WITH NATURAL. GRADE OF THE REGEIVlNG CHANNEL. SIGNIFICANT (1/2 INCH OR GREATER) R GREATER RAINFALL EVENTS TO )
SEE IF ANY EROSION AROUND OR E3EL0 2. VEGETATE. ALL DISTURBED AREAS WITH VEGETATION TAKEN PLACE, OR IF STONES .HAVE E3EE ND OR BELOW THE RtPRAP HAS 'S HAVE BEEN DISLODGED. 2;1 SLOPE CIVIL 1TE
IMMEDIATELY AFTER INSTALLATION, IMMEDIATELY MAKE ALL NEEDED REPAIF _ Fire I'rc~telltion Date _DED REPAIRS TO PREVENT (MAX.) Data DETAILS
FURTHER DAMAGE. 3. SEE EROSION CONTROL PLAN FOR DIMENSIONS. 6' -5
~1111C11t'i'1)n A 1111in1' 1'~ i 11 TYPICAL 5 s c c st It o Date Date
4. SEE SECTION 6,41 OF "NCDENR R I N E OS O AND .SEDIMENT CONTROL PLANNING AND
UTLT PR T E Tl N DESIGN MANUAL FOR ADDITIONAL INFORMATION TEMP AR 4 Y DIVERSION DITCH 7, 9 0 2
REGARDING MATERIALS, CONSTRUCTION NOT TO SCAM Cit , of Ralei sh Ptil~lic ~itilities De artnlent Date ~ ~ A NQT TO SCALE Date
AND. SPECIFICATIONS. NOVEMBER 2007

i4 _ _
CIA -V
1,
r , t1 q ~ TEMPORARY CONSTRUCTION ENTRANCE o ~°~~s L;J
f; ~ i. SCHEDULE A PRECONSTRUGTION CONFERENCE TO OBTAIN A ~ T~'e~ SEE DETAIL SHEET 07.02 ~
i ~ ~ 1 LAND-DISNRBING PERMIT FROM THE ENVIRONMENTAL ENGINEER HOLLY ~ SITE SPRING. A COPY OF THE APPROVED PLAN MUST BE ON FILE AT THE iF
20' CITY OF RAL GH ~ PUBLIC UTILITY ,4SEMENT i 11 HERITAGE JOB SIZE. NOTIFY EROSION CONTROL AUTHORITIES OF PROPOSED TRADE nR TEMPORARY SEDIMENT TRAP STARTING DATE OF LAND DISTURBING ACTIVITIES.
10' CITY OF RALEIGH ~ SEE DETAIL SHEET C7.04 `~°c'
CONSTRUCTI N EASEMENT ~~i~%~= i ~~s 2. INSTALL TREE PROTECTION FENCING SILT FENCE PIP IN T PR lI N ~'a E LE OTEC 0
_ -1 - / AND ESTABLISH THE CONSTRUCTION ENTRANCE CALL EROSION CONTROL TEMPORARY DIVERSION BERM/DITCH 4
SEE DETAIL SHEET C7.02 AUTHORITIES FOR AN INSPECTION.
3. INSTALL STABILIZE AND SEED THE CLEAN WATER DIVERSION ALONG THE TEMPORARY SILT FENCE ` RAILROAD TO INSURE OFF-SfTE RUNOFF BYPASSES THE PROJECT AREA. VECINITY MAP t
SEE DETAIL SHEET C7.02 . (NOT TO SCALE)
/ / i ~l/J~~l~~~j~ ~ 1~y~~ ~~j AIR LIQUIDE IND STRIAE US LP ~ R`~~~/ PIN 1840226527 4. INSTALL FILL WALL ALONG SOUTHERN.AND EASTERN SIDES OF THE • DISNRBED LIMIT LINE PROJECT. TO CREATE THE DAM FOR THE TEMPORARY SEDIMENT TRAP.
y~ l l DB 17477, PG 2361
/ ~/~~/~//~~/j~/ / ~ ~ ~~-19~~7fdE-PACKING SETBACK TEMPORARY PIPE INLET PROTECTION 5. INSTALL `TEMPORARY SEDIMENT. TRAP ONCE GRADES ARE IN PLACE r SEE DETAIL SHEET C7.02
INSTALL DIVERSIONS TO DIRECT RUNOFF. TO THE BASIN AS SHOWN. W'.
~ry~i'~/ /~j~j~l/1~~~/l/ ~ ~Z j ~ ill / \ ~ I TEMPORARY INLET PROTECTION ~ 6. INSTALL THE REMAINING EROSION CONTROL DEVICES PRIOR TO BEGINNING ~ ® SEE DETAIL SHEET C7.02
p+ CLEARING AND GRUBBING. CALL HOLLY SPRING FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO OBTAIN. A CERTIFICATE t
OF COMPLIANCE, PERMANENT OUTLET PROTECTION
~<<~~, X22, ~ ~i SEE SHEET C7.02 7. SEED AND MULCH ALL DISNRBED SURFACES. STRIP TOPS01 STO KPI L, C LE u tea...;
EXISTING CONTOUR TOPSOIL WITHIN CONSTRUCTION LIMITS..
?I 1 I~~,I~ ,~/~\~~\320 p N- \ TEMPORARY CONTOUR MAINTAIN ALL INSTALLED MEASURES.. SEALS
TEMP. GRADES DURING. CONSTR. ~ )
CLEAN WATER I I' I ~ I / / / / ~ ~ J ~ n, I SILT FENCE DIVERSION ~//1~~ ~1 ~I~ l/Q ~ ~ ~ \ \ \ ~ (TIPICAL) \ 9. BEGIN ROUGH. GRADING. PROPOSED CONTOUR
BERM/DITCH ~ / ~l l/ f P ~ \ I 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ~ 10. INSTALL STORM DRAINAGE SYSTEM AS GRADING OPERATIONS PROGRESS. NORTH AMEt~IGAN GREEN C350 CHANNEL CHECKED FOR STABILITY AND OPERATION FOLLON~NG EVERY ``~i`111ttflf®t~, ~
INSTALL INLET AND OUILET PROTECTION DEVICES AT NEW SIRUCNRES LINER SEE DETAIL SHEET C7.02 RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
AS THEY ARE CONSTRUCTED. PROTECT ALL OPEN STORM DRAIN LINES ~ ~ EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE Itd,PP.EDtATELY UNDER CONSTRUCTION WITH STONE FILTER AFTER STOPPAGE OF WORK ®®®®®®~.~N CA /4®t
TO MAINTAIN ALL MEASURES AS DESIGNED. EACH DAY. SEE DETAIL SHEET 07.02. ® ~4
2. REMOVE SEDIMENT FROM TRAPS OR BASINS WHEN STORAGE CAPACITY 11, RESPREAD TOPSOIL, INSTALL SLOPE AND PROTECTION BLANKETS AND 4CITr - -
HAS BEEN APPROXIMATELY 50q FILLED. VEGETATE STEEP SLOPES AS THEY ARE ESTABLISHED. 4 40
coNTj2ACTOR SHALL ~ . j%/l~fl~ I /~~III l ~ ~ ~ i~ ~ 1~ 1 ~ I ~ III ~ ~ ~ 'z INSTk~LL SILT FENCE ~ / ~~~1// l ~l h ~ ~ ~ ~ ~ ~ If ~ I I \ ~ ~ ~II~ \ ~ ~ 3. REMOVE SEDIMENT FROM BEHIND SPLT FENCE WHEN DEPTH REACHES 12, STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH IES 00 r0 FNGINV~Q~
AROUND TEMPORARY/ i ~ / I MI;ORARY ~ ~ , I ~ ~ ~ ~ I ~ _ ~ ~ ~ ~~~I ~ I I ~I 6-~tNCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO VEGETATION, PA VlNG, DITCH LtNNINGS, ETC.. SEED AND MULCH DENUDED MAINTAIN A BARRIER. ,t`9k sp
STOCKPILE ~ / ~ / ~ / ~ T¢PSOIL~ ~ ~i ~ I' I) ((~I ~ I \ 1 I I ( ' ~fI I~ A / / /l ~ i SYOCKPiII ~ ~ ~ ~ , ' I AREAS WITHIN FIFTEEN (15) DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION. 4. ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS flf/t111®® ~
/ ~ i / iocanySN~ 1~ ~ I l ~ ~ w II I I ' I NECESSARY AND MULCHED ACCORDING TO PROJECT SPECS
~ ~ ~ -37I~o III 1 y~~~~5~ ~r~ ~~~~~~i ~ i i ~ I. ~~\I\~~ I i~l~ i 13. WHEN CONSTRUCTION IS COMPLETE OR REACHES A STAGE. OF TO MAINTAIN A VIGOROUS DENSE VEGETATIVE GROWTH. F .COMPLETION WHERE THE BASIN NEEDS TO BE REMOVED IN ORDER TO IN THE VICINITY F TH SPR A R R AR A A A NTT TH
0 E LEVEL E DE O E S DJ CE 0 E COMPLETE THE CONSTRUCTION OF THE REMAINING PARKING AREA, AND RIPARIAN BUFFER THE CONTRACTOR SHALL ONLY BE ALLOWED TO RESEED TO THE C7 RESEED
ALL AREAS ARE STABILIZED .COMPLETELY CALL HOLLY SPRING FOR AN , AND FERTILIZE OPJCE FOR ESTABLISHMENT PURPOSES, INSPECTION BY THE ENVfRON~;ENTAL ENGINEER PRIOR TO REMOVAL OF
,r V ~I~ I ANY EROSION CONTROL DEVICE ~ 5. MAINTAIN TREE PROTECTION FENCING THROUGHOUT DURATION OF REVI-SION
CONSTRUCTION. N/F 14. MAINTAIN ALL EROSION & .SEDIMENT CONTROL MEASURES THROUGHOUT
O ~ i'ii/ ~~il~j Pll ^ - 1~ ~I"' m ~ I`- ~ ~i'~`~ ~ \ I.~ \ N F 4 PROPERTIES LLC CONSTRUCTION. 6. REMOVE ACCUMULATED SEDIMENT FROM POOL AREA . A T PROTECTED ED
N/F ~ / / / ~ / ~ ~ ~0 1 ~ \ I III ~ ~ v ~ I Z q, ~ ~ \ \ ` MLA PROPERTI r~/ / ~ ~ / ~ / l N ` 1 I ~ ~~I ~ \ \ \ PIN 184022 FRANKLIN VILLAGE, LLC / O ~-~7I ~ ~ ~ 29 t - ~ ~ m~, \ \ \ \ \ PB 2003, PG PIN 1840223131 INLETS TO PROVIDE ADEQURTE STORAGE VOLUME FOR NEXT RAIN. B 2003, PG 1695.. 15. WHEN VEGETATION HAS BECOME ESTABLISHED CALL FOR A FINAL
PIN 1840121776 / / ~ ~ ~ REPLACE .GRAVEL WHEN SEDIMENT POOL NO LONGER DRAINS PROPERLY B 11188, PG 1316 INSPECTION OF STABILIZED SITL" BY THE ENVIRONMENTAL ENGINEERS )PERLY Ea z; r?
DB 8236. PG 922 'v ~~i / ~//l / l 1 ~ 1 I ~ ~I D f 1 ~ ~l~ ~ ~ oe hiss, Pc ~ / / / / / ~ / r ~ \I\~ ~ ~ ~ , ~z I ~ I ~ ~ ~ 5~ COMMERCIAL ,OMMERCIAL USE H Y OLL SPRING. IF APPROVED, OBTAIN A CERTIFICATE OF COMPLETION. 7. TOP DRESS CONSTRUCTION ENTRANCES WITH CLEAN STONE AS s
REMOVE ALL TEMPORARY MEASURES AND SEED AND MULCH DISNRBED ~ .NECESSARY TO ~~AINTAIN PROPER FUNCTIONING. AREAS. ~ rF 0 u
l~ r e f/~// 1 1 l l I I l } C~ ~ ~ ~ ~ TEMPORARY PIPE ? 8. REFER TO SPECIFIC DEVICE DETAILS FOR ADDITIONAL RARY PIPE w
r ' / l / / / I I \ \ I ~C~ ~ ~ \ \ ~ INLET PROTECTION l / ~ ~ ~ ~ 7 MUST REMAIN PLAC v / i~~ ~ / {l l ~l/ ~ l (l 1 ~ ~ ~ ~ 11~~ , I (t \ ~ \ ~ ~ `~o UN71L PIPES ARE PROTECTION TOWN OF .WAKE FOREST EROSION CONTROL AND INSPECTION PERSONNEL MAINTENANCE RE UtREMENTS. Q EMAIN PLACE HOLLY E SPRING 919-554-3158
PIPES ARE BLAKE HALEY 919-554-3116 u
~ / ll % ~ l ~ ~ ~ ' \ I \V I~ ~ I~ I ~ 1 / \ ~ \ ~ '9 \ REMOVED. °MOVED. H Ia
~ ~ ~~~~~1/ / I~ ~ ~ ~ I I / I I I\ ~ I ~ ~ ~ ~ ~ ' ~ I ~ I ;u C C A'~CE`~'S EASEMENT AREA 4ENT AREA
'G 1695 ~ 1. TH E GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND Q
~ i / Hj / / ~ l l/ ~ ~ ~y`ti \ ~I ~ "I ~ ~1 ~ I~~~ ~6 ~ (na\ 003, PG 1695) LOCAL :CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON H ON z
AND OFF-SITE 1. DURING ALL PHASES OF CONSTRUCTION, GROUNDCOVER OR OTHER
DEVICES OR STRUCNRES SUFFICIENT TO RESTRAIN EROSION SHALL 2. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL 8E PROVIDED ON ALL DISNRBED AREAS WITHIN 21 CALENDAR DAYS fROL
~/y</j) l loll / l \ 1 1 ~ ~ ~Ii II \ ~ DEVICES AFTER EACH RAINFALL EVErVT OR AS DIRECTED BY LOCAL FOLLOWING A TEMPORARY OR PERMANENT STOPPAGE OF GRADING AUTHORITIES OR THE ARCHITECT: ,AL
/ SILT FENC ~ 7~ 1~~~1~ ~ ~ j I I ~ I ~ ~ ~ ~ I ~l'~ l1 ~ 1~ ~ \ (TYPICAL) \ 1 WORK IN A SPECIFIC AREA. `r
~ ~ 2. FINAL PERMANENT GROUNOCOVER OR OTHER SURFACE STABILIZATION 3, THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE \ DPSPOSAL OF ALL CLEARING AND GRADING. WASTE MATERIALS ITE i W o c
/ / ~ ~ SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED ON ALL r \ GENERATED DURING HIS PHASE OF WORK AND FOR OBTAINING ALL DISNRBED AREAS WITHIN 21 CALENDAR DAYS OR FOLLOWING ALL ~ ra
l ~ i~q~i~/~ i i% ~ / /i ~ ~ ~k ~ ~ iii _ ~ ~ ~ _ C - \ APPLICABLE PERMITS FOR OFF~SITE STOCKPILES AND OR WASTE COMPLETION OF ALL CONSTRUCTION ON THE PROJECT. ~
AREAS. CONSTRUCTION ENTRANCE ~ 55 CROSS ACCESS 3. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR `QNSTRUCTION DOCUMI F,
ti / ~ ~ ~ ~~1~ ll/ ~ ~ ~ / i I ~ ~ IN E~ ~C L) N - TEMPORARY STABILIZATION DURING THE ESTABLISHMENT OF 4. DENUDED AREA: 3.00 ACRES. & UTILITY EASEMENT
r VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER).. 0 ~ ~ INSTALL MATTING PER MANUFACNRER°S INSTRUCTIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING. ANY f
~'I ~ l / / l~j ~~jjl~ I I ~ ~ / ~ ~ Mo \ ^a ~ TRACKED SOIL FROM ALL ADJACENT ROADWAYS THAT ARE IMPACTED ~ ~ CTED f
~g-° 'f BY CONSTRUCTION TRAFFIC. THE OWNER RESERVES THE RIGHT TO -a- REQUIRE THA T A WASH STATION BE INSTALLED A T NO ADDITIONAL TO IAL f
- \ ~ i~ ~ COST IF PAVEMENT AREAS ARE NOT KEPT CLEAN.
~ ~ ! i~ \ ~ ~ ~ ~ - ~ 6. MAINTAIN INLET PROTEGTIO:'d DEVICES AS DRAINAGE STRUCNRES ARE S ARE
~ ~ BROUGHT UP TO GRADE..
~~a 7. CONTRACTOR SMALL ABIDE BY ALL CONDITIONS OF THE GENERAL ~ / z ~ PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT L UTANT
l ~ y~~~i~~~ ll ~ ~ i ~ ' I ti 1 I ~ ~ ~~J ~ ~ \ SIICT FEN \ \ ~ ~ ~ ~ ~lr~, i/`~~l ~~V ~ ~ / i ~ ~ ~ / ~ \1f~ X11\ ~1~7rrpica ~ I _ ~ ~ DISCHARGE ELIMINATION SYSTEM NPDES PERMIT N0. NCG010000.
. J
I/ ~ t i, i J ~ o sFD su~~.DINC , i I ~ ~ ~ I~ I I~ rE CLEAN WATER ~l ~ ~ / ',hJ r/ ~ ~ I I I ~ / ) r ~ ' TEMPORARY PIPE ~ ~ \ ~ ~ ~ 7
/ FE-324 7' / ~ ~ / ~ \ 1 ML DIVERSION ~ ~l ~/~C ~ ~l ~ ~ / / LET ROTEC710 ~ / / ~ I ~ ~ ~ ~ ~ l \ MUST BERM ETCH ~ ~ / TYPICAL ti~ / / ~ I ~ ~ l ~ ~ l~// / / I l 3p4 ~ \ UN ~ ~ / ll~~l/ ~j ~ / ~j e~„°~ FS,oF~ / DIVEkSION ryM / / ~~1 i I ~ j I I I I I I \ 1 _ _ ~J\\\ IN --sue ` ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ LET PROTECTION ~ ~ ~ _ ~ ~ MUST REMAIN PN PLACE ~
.UNTIL PIPES ARE ~ ~ ~ r . ` ~ ~ ? ~ _ °
REMOVED. ~ ~ ~ ! /
QARYL W. CAGY l~Ir*.~ ~ z~ ~
I i ll Ill l~ /1_Cl / \~F,~~T~q~ BERP/OI~TCH i : ~ / i .~~I ,Illl. 11 ? r .PIN 1840213797 ~ ~ ! ~1 \
I I I L/4J G4VT~ ~V ~ ~ ~ 'V' 1\~^r ~ ~ ~ r~ 1'^* C ~•'Gr° ! ~ ~ \
/l 1 i~ / r 1 I C I. I i/ 1 1 ~ II 1 1 r r,; Ill I DB 1Q727, PG 2125 ~ .~ti \ \ a , / r COMMERCIAL USE \ \ ~ \
~ ~ ~ ~ l t~ 1 l i l / /~'J - I ~ ~ P I ~ 1 1 I l 1 ~ ll ~ 1 1 ~
I / r I I r ~ ~ 1 III ~ / I ` 1 f ~ III a \ ~ / ~ ~ ~ TREE \ ~ ~ ~ ~ n EASEMENT
/l ~ I (I PII / \ I s~ON i I I f ~ J / / ~ _ 324 ~ I
/I/ III ~ / III.... EERM DiTC 1 /l _ t / 1 / _ ~ t r 11 / 111 l ~ -'T / OUTLET PROI UTLET PROTEGi10N ~ \ ~ ~ ~ ,x,,~~. \ ~
tcAL r 1 1 I / / ~ , ~ ~ / / ~ / 1 r 1 rfl i l l / ~ 10 L x 6 W~ r 1 /l / ~ ~ / ° Il li f v i 1~ f~ 0 L X 6 W X 26 T ~ / ~ \ \ ~ / ~
l! 1 1 11 l _ 1 ~ r l o CLASS t Rit ~ ~ S DETAIL SH T C7,05 f / ~ ~ l 11 Il f / _ ~ ) / CLASS d RIPRAP ~ ~ ~ ~ / ~ 050 = 10 , _ ~ r
fl I 1 (f ~ ~ ~ f r 1 a ~ ~ / ~ ~ / 11 11 / l lI ~ ~ 11.111! i I v r ~ r 11 II 1 1 \ ~ s 4~
I l 1 / ~ ~
1 1 8 _ 320 1 11 tll \ - 301 1 r 11 Il/ ~ 1 ~ r CREEK
11 II / ~ I _ - ~ - 1 r i 11 1 1 l -.~16 - ~ ~ - - - ~ ~ ~ l 1 / i 1 ~ _ IC Il 1i1 / 1 ~ r l , 1 1 ~ _ _ o ~ Il 11 t 11 1 I ~ ti b ~ ~
III 1 / I l ~ _ ~ - _ I IC II 11 1 I _ ~ 1! 11 ! Il I , 1 ~ 31~ ~ \ ~ r 1 Il 1/ l 1 / ~
111 Il 1 I ~ ~ _ _ _ _ _ i a 1 1 l ~ _ _ _ i~ ~ ~ N !1 1 Ill _ i 1 ~ C Ill ~ i ~ ~ ~ ~ 2
i IC ly ill I l f 11 ~ II 111 I I III i 1 f 1 q ~ ~ I III ~ 1 13 R~ t \ 1 . III 11 \ 3 1 I (t \ ~ - / / c . ~ I rya
11 !I 1 \ _ ~ f i III l~ \ ~ ~i 1 v ~ - _ J II ~ \ \ ~ - f I I _ ~ ~ ~ C ~ / / ~ ~
A \ P ~ / ONE2 / PI ~ ~ 1 ~ /
~e 1 1 i _ / P ~ ~ i ~ ~ ~ TY.P _ - 11 ~ ~ oo~
CHANNEL t ZONE 1 IMPACTS = 500 SF ZpNE 2 IMPACTS = 300 SF
~1 X11 ~ ~ ~ 1 - ' o \ 1 r ti`s, ~ ~.f`~- 3~~ , ~ o~ TOTAL BUFFER IMPACTS = 800 SF
THESE PLANS HAVE BEEN APPRC)VED FUR CUNSTRLCTIUN 1 inch = 30 f I3Y THE TU1VN OF 4NAhE FUREST. j
r \ 4 _ - sera _ r 1 CREEK
r ~ REMEWED BY: FADS
En ineerin De artment. Date g ~ ~ DESIGNED BY: 3FC
~ \ \ ~i ~ a p1 3 DRAWN BY: CPS
r E1 ~ \ ~ ~ .oR DAI E: 11/20107
Erasion & Sediment Control Date PROJECT NUMBER: 07-062
( i r D t NE 2 20 BMP MAINTENANCE ~ ZO SEDIMENTATION
UFF~R EASEMEN T r RIPARIAN B , j 0 d 0 0 0 q Fire Prevention Date a AND EROSION
r o..N r Zp Ip 1 N 2
5n mm~ ONTROL, PL A.N
NSF o...• FRANKLIN VfLLAGE, CLC ~ 'ubdivi ion Admini r S s st atlon Date (IN FEET )
PIN 1840211477 1 inch = 40 fi,
PERMANENT LEVEL SPREADER T P8 2001, PG 1972 ~ SEE DETAIL SHEET G?.02 DB 8236, PG 922 r C4,901 I 4.
VACANT Cit ~ of Ralei h Public (.Jtilities De artment Dat y g p e
NOVEMBER 2007