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. A ROAD 1 LL 1. ALL ROAD CONSTRUCTION TO BE IN ACCORDANCE
WITH NCDC WITH NCDOT STANDARDS AND SPECIFICATIONS.
2. CONTRACT 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE COVER SHEET ~ I
SIZE, TYPE SIZE, TYPE, AND DEPTH OF ALL EXISTING ,UTILITIES ~
PRIOR TO PRIOR TO CONSTRUCTION.
3. CONTRACT INDEPENDE 3. CONTRACTOR IS RESPONSIBLE FOR HAVING AN p~ INDEPENDENT ENGINEERING TESTING FIRM VERIFY PLAN CX, PROFILES 2 - ~ ~
THAT THE THAT THE SUB-BASE, BASE, AND .ASPHALT MEET
NCDOT STS NCDOT STANDARDS.
~ 4. CONTRACT 4. CONTRACTOR IS TO INSURE THAT RADII AR'E r
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A ~ ~ PROD. ENG. SSS D S` DATE (FAX) OF: 6
REV.NO. DESCRIPTIONS DATE rrrrrY E R 919-773-0148 REVISIONS S URVEYING ENGINEERING LAND DEVELOPMENT

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~ i i Outlet Protection Dimensions i
OP W L D Stone ~ I ( i i ~ j
1 6' 9 2 Class B ~ ~ ~ ~ ~ 2 8' 12' 2' Class B II I I PVI STA'- 7+50 ~ I I I +50 I ~ i
3 8' 12' 2' Class B ~ ~ I i I- I tr ~ - ~ ~ PVI STA 11 +00
4 15' 24 2 Class B ~ ~ - i o I A.D. - 0.63 PVI ELEV i= 318.50 3 i
U N Sediment Trap Dimensions M ~ Trap# W L D Weir j K= ;79.40 ~ i ~ A.D. _ -4.67
1 16' 32' 4' 4' ~ n. ' > ~ Q A ~ i ' ! K = 42.83 I ~ i
2 13 26 4 4 I- 3 12' 24' 4' 4' ~ ~ ~ 50.00' VC ~ i I I
4, 4, ~ O I 4 13 26 ~ i ' j j ~ 200.00' vc
3 ' 66' 4' 8' ~ ~ 5 3 1 O a I . i 6 24' 48 4' S Z O ' 1 i i
I 1 t t 3 I ~ i M I i 7 29 58 4 6 ~ ; u7 N ~ I ~ ~ j
8 20' 40 4 4 O ~ ' I N 0 1~ 9 11' 22' 4' 4' ~ I E + N + o o o o I o q ~ ~ I
10 7' 14' 4' 4' + ~ i ~ ~ M ~ I` N M N ~ + p ~ ! ~ i~ ( j I ~ p
11 2T 54' 4' 6' ' ~ 1 ~ i U1 W ~ ~j
330 ~ ~ w > i I ~ m ~ W ~ ~ ~ ~ 330
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I I j ~ i ~ X40 LF 24" RCP w/ fES Bath Ends 310
i 310 , ' ~ ® 0.5~ Slo e ~
I ~ ~ ~ , D. A. = 3.21 AC I ~ ! j ~ / Iln = 316.00 ~ L,!
i Out = 315.76 ~ ~ ! ~ ~ ~ i I,
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DATUM ELEV ' I i I ~ i
280.00 I
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N N N N N N N N N N N NN NN NN NN NN ~N MM ~M MM ~M MM ~M MM ~M ~M ~M '~M MN) MM ~M ~M ~M ~I'7 ~I'r) ~h7 ~M ~M M~ ~M MM ~
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00 8+00 8+00 9+00 10+00 11+00 12+00 13+00 C
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CAR ~N ~ SSS ~ j DESIGNED
~Q SS SCALE SHEET N0.
~ a0~ I~, 9 / 1 ~ C~ /11 1 TI 1 ? ®ll t? 1 ('1 1? IAr'?TI 1 1 /1~ 1~/1T ' 1~/1T A 'Tr/'1 - - _ - - - _ _ - DATE: AUG 2008
fij Q` f DRAWN
SERL o 17 ri 768 'L C~ I H I C~ NORTH® LE COURT HUNILUNIAL: SW PROD. # 07-0134 1 =50
CHECKED SSS ° SURVEYING AND 201 GLEN ROAD
NGINti PHASE ~,Z ENGINEERING, INC. GARNER, N.C. 27529 PLAN and PROFILE VERTICAL: , DWG FILE # 99-0403 1,$=10
PROJ. ENG. SSS 919-773-0183 A z3 a RUM. DESCRIPTIONS DATE rrrr LAYER 44~~ DATE 919-773-0148 (FAX) 6 OF:
1111111111144 ` REVISIONS SURVEYING ENGINEERING LAND DEVELOPMENT

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an lew - w - eve Spreader 1
99 9
~ ~ I I I I I j 2 N 0 R • Level Spreader Dimensions
~ I ~ ~i ~ I ~
' ~ I / / ' I I NAG C350 - Name ' LS-t
/ III I- - 3.~1 I ~ ~ 4 - MATTING 3'! - i Length 47' Lip Elev. ' 274.0
- i i - I i - 1' DEEP Pool Elev. 273.5
~ _ ~ - . ~ I I I~~~~ 280 - _ . , _ . , ~ - I 1 i - I - . _ . _ Forebay Length 8~
I T ~ ~ 6" Inlet Plpe ~ Forebay Width 4
- I BYPASS D/ CH - TYPCAL SECTION Curb & Gutter ~ / Inlet Pipe Diam. 6"
BETWEEN LOTS 85 & 86 C U rb 8C 99 9 ~ ~ Level S~ Inlet •Pipe Type N-12 HOPE Level Spreader ~ Pipe Outlet Elev. 273.5
' Pipe Slope 2.8%
278 ' 99; 9
57 St : #57 Stone
I i on Fab on Fabric
Outlet Protection Dimensions I I
i ' OP W L D Stone 330 i - 330 1 s' s' 2' Class B 76
I I I i I r ~ ~ 2 ~ i ! ~ i 2 8 12 2 Class B
' 3 8' 12' 2' Class B I I ~ I i I , 4 15 24 2 Closs B e Level Spreader Protection Construction Sequence
i ; ~ i i ~ Sediment Tra Dimensions o 5\oQ ~ Forebay 1.. Construct the Level :,Spreader. ~
P ~ i Tra W L D Weir 6 ~ P# ~ 2. After construction, surround the level spreader and
I I i ~ 1 16 32 4 4 i - . ~ - , 13' 26' 4' 4' 274 - _~-.__._..__~.~._..._a... w._ forebay with silt fence.
' ~ 2 j j ; j 3 12 24 4 4 I
j I I ~ I ~ 4 13' 26' 4' 4' ~ 5 33' 66' 4' 8' 3. Plug the 6 HDPE pipe with a 6 mechanical plug. ~
I 6 24 48 4 5 4. Wrap the inlet grate: with silt fence and set on top ~ '
I ~ 7 29' 58' 4' 6' i Q to . 8 20 40 4 4 i j of inlet box. ~
I ~ 11' 22' 4' 4' 9 310 J. 272 . . v i o i 10 T 14' 4' 4' 5. Do not remove the 'silt fence until all houses on
~ ~ ' 11 2T 54' 4' 6' I i
I ~ J i ~ ~ Lots 79 - 93 are constructed and the yards and ~
i U ' i ~ r rights of way are stabilized.
~ ~i i . I ~ H i r~ Z q o : 6. After removing the silt fence from around the inlet
i j i I , U p j DATUM ELEV I I grate and. the level spreader, remove all debris and
I ~ ~ ~ 7. ~ a ~ i 2000
I ' ~ ~ ~ N I ~ dirt that may have entered the system.
i I \ + o. I ~ 0 7. Follow the Operation and Maintenance schedule. _
~ ! ~ ~ ~ ~ a ~ ~ I j N N ~N
~ ~ ~ I \ ~ ' I ~ I ----i ~ I 290 290
I ~ ~
' j ~ ~ 0+00 I 1 +00
j Z
i i ~ i
i ; ~ ~ DATU.~ ELE'V
280.00 OFI~E- bevel S reader 1
~co ~r ~rn ~O ~N 99- 9 9
.d' .0~ .N 0~~ ~N N~ Oar NN =20 HOR.
~O ~O ~O ~O N~ N~ N~
rf? M M M N N N 9 9 9
=2' 1/ERT.
13+00 14+00 15+00 16+00 17+00
~uiiii,,,r N
Cp 1'''%, SCALE SHEET NC.
RO SSS ~ ~t ~aw~t~ ,0 gs ti; DATE: AUG 2008 f
~ ~Fti 10~, 9 , ~1~-- f1 ~ n n e t -r-~ ' ~ s re ® a e-~ 1 /1 r'1T1 1 1 /11~ 1~ P1T I~P1T A TrP1 . ~i•.~~r~ ~r. w ® r ~~T HORIZONTAL ~
DRAWN SSS~ r
7 I H I C7 NUM I HU Lt UUUK I SW PROJ. # 07-0134 1 "-50'
U17688 i CHECKED SSS SURVEYING AND 201 GLEN ROAD 2 PLAN and PROFILE VERTICAL:
GARNER N.C. 27529 ti ~ENGINEERING, INC. DWG FILE # 99-0403 1 "-10'
SSS 919-773-0183 S`\~ . PROD ENG. R Z DATE 919-773-0148 (FAX) OF: 6
LAYER © ) REV.NO. DESCRIPTIONS DATE y,~I~~iii~~N
REVISIONS S URVQlNG ENGINEERING LAND DEVELOPMENT

Q UPSTREAM END OF P STORA RRNN - srArowm ~Ta rows r-r w owWxo La
5
50' ie r. • •ti t 3 PIPE wumwARO waa ~ TYPE "A„
RIGHT F WAY g' 20' 6' 6' r°a~a ei0mc SEEDING SCHEDULE FOR
PAVEMENT SHIXILD DITCH sl~ r~. SHOULDER Sr R ~ . •e e, ,p ~ e I STABILIZATION GRASS
wsr eorraM OF M.YWOaD - - A DO W DATE TYPE PLANTING RATE
FT i/4'/FT. 1/4'/FT. i'PER FL ~ 26'R 36'R ~'R ~ 1 PER 3Q tS19p P P 3 d° ®IIEmeR -
' 'ABC- N0~` ~aIUP1~ AT THearo P~rwaoD _ 5~,0~`' 1 1/2 Sf 9.5A 8 MAR. 15 -MAY 15 PERRENNIAL SEED Mi% 10 LBS/ACRE N.C. YWtDUFE RESOURCES
~ SUPERPAVE MIX BARS T ~1 ~ ~H sTEa ~E PLYWOOD INLET PROTEC110N Pos< mRa - COMMISSION
TYPICAL STREET SECTIGN LENIN ~~x,sL~E - UPS SEND OF OYF76LOIN / OUTLET PIPE MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFlED) 50 LBS/ACRE _i ~ - (MAR. 1 -APR. 15 ADD TALL FESCUE 120 LBS/ACRE
ROLLING 2d ST0~1 6° HILLY i-V81 _ _ MAR. 1 -JUN, 30 OR ADD WEEPING LOVEGRASS 10 LBS/ACRE
* MAR. 1 - JUN,'30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE PLAN JUN. t - SEP 1 TALL FESCUE AND 120 L$S/ACRE
' 'M ~ rc ~ •'!'F' ,r '-'~r~ BROWNTOP MILLET 35 LBS/ACRE or w~ -a~~s~P Ito A SEP, 1 - MAR. 1 SERICEASLE ~ EZA (UNHUU.ED RIDUNSCARIflED) 70 LBS%ACRE
0' STBC or ABC ~ wAS1Ee sra~ RTER , „ ,®'•'D:. +ti ' 'P ACROSS PIPE RREt • OUTLET PIPE BEDDING THICKNESS CTh) AND TALL FESCUE 120 LBS/ACRE
(NOV. t -MAR 1) AND ABRUZZI RYE 25 LBS/ACRE
HARDWARE CLOTH ~ ii iy I xAROwaR (ARE CLOTH & STONE INLET PROTECTION
TYPE "B"
sa TAPER , <REOUIRED FOR W LESS TFVIN 269 15' 15' STONE FlL1ER INLET PROTECTION DEPARTMENT OF TRANSPORTATION
30' x 70' SEEDING SCHEDULE
SIGHT TRIANGLE , PIPE INLET PROTECTION (PLYWOOD AND STONE) 30 R 3U CTYP) ~ FILTER FABRIC SHOULDERS, SIDE DITCHES, SLOPES (MAX, 3:1)
P ~ - R W R/W
~ EDGE OF PAVEMENT CDIR FIBER BAFFLE DETAIL SECTION DATE TYPE PLANTING RATE
sraP AUG. 15 - NOV, t TALL FESCUE 300 LBS/ACRE
EXISTING ROAD EDGE ff PAVEMENT INSTALL T-POST TO AIR~T BAFFLE TO SIDE ff BASIN AND NOV. 1 - MAR. 1 TALL FESCUE 300 LBS/ACRE OUTLET PROTECTION DETAIL & ABRUZZI RYE 251BS/ACRE
DRAPE BAFFLE MATERIAL OVER V1~ STRAND ~ VERTICAL POST R/1,1 ~ ~ AND SECURE WITH PLASTIC TIES AT POSTS MAR. t -APR. 15 TALL FESCUE 300 IBS/ACRE NOT TO SCALE APR. 15 -JUN, 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
REQUIRED ROAD CONNECTION ~ ~ WIRE EvERY ~ 'MAX. JUL. 1 -AUG. 15 TALL FESCUE AND 120 LDS/ACRE BROWNTOP MILLET 35 LBS/ACRE
36' 6' S' 4 35' 6' S' 4' OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
NEW RESIDENTIAL ROAD DR RESIDENTIAL ' B GAUFiE MOi WDiE COLLECTOR ROAD AND EXISTING STATE MAINTAINED SrRANe
SECURED TD POST ~ ITT BAFFLE VARGlR.E DEPTX READ SLOPE AS REQU D I'P SL
ER FT, P ASR I I P R FT. 3i ppE STUP CONDITION 3'1 IKSI.~PE 1 TIS1- ~ 8• R~~ SLOPES (3:1 TO 2:1) MAR. 1 -JUN, 1 SERICEA LESPEDEZA,(SCARIFlEO) 50 LBS/ACRE
fs~ Road r~'MV (MAR. 1 - APRi 15) AOD TALL FESCUE 120 LBS/ACRE
¦TERRAIN NAX. SLOPE ¦TE~tAIN MAK SLOPE (MAR. 1 - JUNJ 30) OR ADD WEEPING LOVERGRASS t0 LBS/ACRE (MAR. 1 - ,R1N: 30 OR ADO RULED COMMON BERMUOAGRASS 25 LBS/ACRE
SECTION 'AA" ROLLNG ~i SECTION "AA" ~vEL al >~E TI E,Ra~DWrnlffiz' srAP~i.Es HILLY l-1/lid Ra.LING 2d AT 12' Ma1(DRAI SPACDW FILLY i-1/2d NATERIAI. JUN. 1 - SEP. 1 TALL FESCUE AND 120 LBS/ACRE
VAR 6'-0' 8'-0' S'-0' TEMPORARY CONSIRUCTKIN ENTRANCE e~~ BROWNTOP MILLET 35 LBS/ACRE ««e OR 50RGHUM -SUDAN HYBRIDS 30 LBS/ACRE WRH DNERSKIN RAGE SEP. 1 - MAR. t SERICEA LESPEDEZA (UNHULLED - UNSCARIFlED) 70 LBS/ACRE
WIDTH ENT WIODTHDER _ _ q r OFFSET CUL DE SYMMETRICAL CUL DE SAC u GuAF>E PROFlLE VIEW AND TALL FESCUE 120 LBS/ACRE
+25 % STAPLE 1/d'/FT, ND CURB & GUTTER ND CURB & GUTTER Avo/d curves In public roads and steep slopes - ~ ws~ wwxm srara NOV. 1 - MAR, t ADO ABRUZZI RYE 25 LBS/ACRE Remove all vegetation and othar obfectbnabb ° UN°~
ff +16 X 1/d' PER -2A8X +8.00 X NOTES DLSTALL TFSEE(~ COtR FIBER malaria! from fhe foundation areo. Grand and ~MpO~Y CONSTRl1CTI0N ENTRANCE WC6 crown foundation for positive drainage. CONSULT CONSERVATION ENgNEER OR SOIL CONSERVATION SERVICE Fqt ADDITIONAL 1N-
-8,33 6 BAFFLES iN SILT BASINS AND SEODENT ~ pR ,18 X DAMS AT DRADWCA: OUTLETS WITH A 1 - N'tNe sbpe toward the road exceeds 2X construct a FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE
1',F7 SPACING ff V4 THE BASDI IENGTII TVOIB) CDIR FIBER BAFFLES CAN BE -25 X DSTALLED 1N SLIT BASDIS AND DAMS BAFFLE MATQtLSL SHALL BE SECU~D ndge, ti to B inches high xnTh 3:T side sopes, across VEGETATION RATES ARE THOSE WHICH DO WEU. UNDER LOCAL CONDITIONS, OTHER SEEDING ROns: AP%1G~81E AT ALL Pass aP RATE": COMBINATIONS ARE POSSIBLE. the foundation approximately 15 ff from the entrance J~ waess t r une. snE rs
3,_0. LESS TMIAN BO FT. DI LENGTH WITH A TO TIE BOTTOM AND SIBS ff HASDI SPacItW ff i/3 TIE BASDi LENGTM usDKi 18' LANDSCAPE STAPLES to d/vert runoff away from the pubic rood a r - r rrasA wASHtO smra suu. suiex¢m, rR~ouExr area ar 8E USED. PAD TO BE eDY. x 1D'W x 0' pE ~E AND 11YFLY
Pbee geotexH/e fabrtc on grode to Improve stabll D AT A Illwwl, wsnQVUKw wusr w: Paowm. TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DE~RED PERMANENT VEGETATION. h1', DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12' IN HEIGHT BEFORE MOWING,07HERWISE
r MAT: sr sTRENeTx Faeac wml wRE PEIRIE espbblly whero wet eondlfions are anticipated. n. nDDONO RAOna 9ksrcoa To FESCUE MAY BE SHADED OUT. AocaraoaATe uaae TRUCxs w ro eE
SHOULDER SECTION B' YAx. EEIRA SiRCNa1N FABIRC WIDIOUT wNE FEMC6 Ploee stone to dimensions and .grade shown on plans. PRaADm. Leave surlace smooth and sloped for drofnage. a ~ SHOreo ee taGTta t0
DRIVEWAY TURNOUT GRADES DA~ert aN surface runoff and drainage /ro the stone SEEDBED PREPARATION
lel IR-1/1 DA. pod to a sediment troop or basin. a. wusr e< YMaAUED w A CONp1r011 >aww wu PREwa nscxwo aR
Tt - YIN. 10 OA. uNE wlAts InstaN pipe under pod !f needed to maintain proper oraECr r`'~ w M11D axro 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL drainage. su. ~ x?w; ~ sau~ wnor CONDITIONS, IF AVAILABLE.
I Td a Axr wTetw. wxcR snr. ~ rt 2. RIP THE ENURE AREA TO 6 INCHES DEPTH. art0 ~ RoAO ner eE aaus0 ~ 3. REMOVE AU. LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
r~Tar. REASONABLY SMOOTH AND UNIFORM.
' aRAce r ~vervlew DIa rare vel S reade Le 9 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX MATH SOIL (SEE BELOW*).
P 5. COPIIINUE T0.LAGE UNlll A WELL -PULVERIZED, FlRM, REASONABLY UNIFORM SEEDBED
LEGEND IS PREPARED 4 TO 6 INCHES DEEP. 8. SEED ON A FRE~ILY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
Flow B a55 ff r Zone 1 Buffer EQUIPMENT OR CULIIPACK AFTER SEEDING, 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
YP Zone 2 Bu e Structure FRONT VIEW O ® SEDIMENT BASIN OR TRAP 8. INSPECT ALI. SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS HITHIN THE PLANTING SEASON, IF POSSIBtE. IF STAND SHOULA BE OVER 60X DAMAGED
20 ft REESTABLISHED FOLLOWING ORIgNAL LIME, FERTILIZER AND SEEDING RATES.
30 ft ' -USE SILT FENCE ONLY WHEN DRADUOE AREA SIEEL Post T1RN PRO~ECROIQ m FASIEN FABAIC Frorl + + + + + elnforced Dols NOT EXCEED 1/4 ACRE AND NEVER IN • • ® RIPRAP 9. CONSULT CONSERVATION INSPECT~t ON MAINTENANCE TREATMENT AND FERTILIZAl10N AFTER PERMANENT COVER IS ESTABLISHED.
+ + + + + • • ve etated AREAS OF CONCENTRATED FLOW WOVEN wRE FABRR; Watershed + + + + + + g SILT tpICE oEDTEXBIE FABRR: ® STRAW W/ NETTING *'APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS
+ + + + + + SWale -END OF SILT FENCE NEEDS TO BEflIRlEDU 4' MIN. ~ SILT FENCE FERTILIZER - 1000 LBS/ACRE 10-10-10) SUPERPHOSPHATE - 500 LBS~ACRE (209r7
- P L TO THE TOE OF WATER RUNS ARALLE tN! SLOPE IF FLOW s R AIR SI T FOR EP OF L . THEN ANdK1RING OF'THE FENCE SHOULD BE ~ FENL;E FAILU U~ NAG C350 MATTING MULCH - 2 TONS/AgtE (SMALL GRAIN STRAW) ANCHOR -ASPHALT EMULSION AT 450 GAL./ACRE
REINFORCED WtIN 1Z' OF NC DOT /S OR ~D7 ~ ~ ~ No. D7 WASFIE~D STONE. WASHW STONE. + + + + + • • • ~ FOR ANCHOR WHEN SILT TEMPORARY SILT FENCE
+ + + + + + ~ ' • ~ s~. GRADE FENCE IS PROTECTING -FOR REItiORCENENT OF STANDARD STRENGTH FlL11OT . FABRK; USE WIRE FENCE WITH A NINIMUN OF 14 GUACE R, MU4 COYGt CATCH BASIN. TEMPORARY
F o r e b a y ANO A MAXIMUM NE91 SPACING OF B INCHES. + + + + + , ~ Q P FORWARD ALAIq nE TAEIICII ~ TEMPORARY DIVERSION DITCH SEEDING SCHEDULE
+ + + + + n " EXIEq TARE M MOL RItO TRpICN „ ,
# 5 7 Stone + + + + + + • • • • (p AIR) AI~XOR SNWt As + + + + + . DRlECTEO Br ENplEfR + + + + + + G TOP ff 9LT FENCE ® TEMPORARY CHECK DAM DATE TYPE PLANTING RATE
on Filter + + + + + MUST BE AT (EAST 1' . • , + + + + + + ' ' . ' 5 SIDE VIEW ABOVE THE TOP ~ JAN 1 -APR. 30 RYE (Grain) 120 LBS/ACRE
Fabrlc + + + + + THEWASHmSTONE ~ ^ ARC FILTER INLET PROTECTION ANNUAL LESPEOEZA 50 LBS/ACRE
LIMESTONE 2,000 LBS/ACRE
• STANDARD TEMPORARY SILT FENCE Reinforced + + + + + + ~ 10-1D-10 FERTILIZER 750 LBS/ACRE
+ + + + + Q sTEa FENCE Posr Channel + + + + + + 3 STABILIZATION TIME TABLE MULCH (sTRAVQ a,ooo Las/ACRE
' W~ FENCE ~ FRONT VIEW MAY, -AUG. ,s (~RMAN MILLET 50 LBS/ACRE II Permanent stabilization shall be established
+ + + + + HARDWARE CLOTH BURY WIRE Fr7tCE Within 15 working days or 90 calendar days, LIMESTONE 2,000 LBS/ACRE
+ + + + + ARC FILTER INLET PROTECTION II FlLTER FABRIC,. upon completion of any phase of construction. 10-10-10 FERTILIZER 750 LBS/ACRE. AND HARDWARE MULCH (STRAWS 4,000 LBS/ACRE
+ + + + + + BASE OF TRAPEZOIDAL DITCH • + + + + + + BASE OF VEE DITCH FlLTER OF ~7 STEE< p~ CLOTH IN TRENCH Temporary stabilization shall be established ~ ~ y Ap,M,T within 15 working days or 30 calendar days,
+ + + + + + WASHED STONE ' + + + + + + . ' TOP lB• DITCH SLOPE MIN. 18' INTO SOLID upon completion of any phase of construction. GROUND AUG. 15 -DEC. 31 RYE (Grain) 120 LBS/ACRE
+ + + + + + 3'FlLIERFABRIC + + + + Slope stabilization shall be established
Level + + + + . ' ' aN cRauND , TION~ SEC SECTION VIEW within 21 working days or 21 calendar days, LIMESTONE 2,000 LBS/ACRE upon completion of 'any phase of construction. tO-tD-tO FERnuzER t,ooo Les/ACRE
Spreader LI FLaw PLAN VIEW MULCH (STRAW) 4,000 LBS/ACRE
INVERT PIPE NATURAL GROUND 1' MIN, I
A A BI~Y WIRE FENCE AND BURY 8` aF UPPER EDGE OF NOTES: tea VEGETATIVE STABILIZATION ,EDGE OF t. REMOVE SEDIMENT WHEN HALF OF ST~IE OUTLET IS COVERED. a To~~~ x~r ~D~i~ ~PV w~.~s~~ s~ ff TME raw The an le for roded slo es and fills shall be no
Level. Spreader Bypass Structure HARDWARE aDr" II u FlLTER FABRIC IN TRENCH FLOII CROSS SECTION RENg1 2. REFUGE STONE AS NEEDED TO ENSURE DEWATERINC. 9 9 P e sar srvu ec rlcave0 vxre mr OtTCX rs oe-rwr rw. greater thou the angle which can be retained by
Y VEE DITCH a mTa+ ~ ~aaTwcTm uxrR ~ ~ muarra+T ~ mvorEO ar vegetative cover or other adequate erosion control devices or structures. In any event, slopes left
Reinforced NATURAL GROUND STANDARD SILT FEN SILT FENCE OUTLET ~ exposed will, withih 21 calendar days of completion
Vegetated r MIN. 2' MIN, ~ of any phase of grading, whichever is shorter, v,~ be planted or otherwise provided with ground cover,
W ~ X X Sae ~ of D~ ~ devices, or structures to restrain erosion.
PEBH CROSS SECTION BAFFLES N ~>ta~ Nat NcmT es s, cRaT vDtrN Pursuant to G.S.113A-57(A), provisions for a ground OR IfS7 WASiIEO
TRAPEZOIDAL DITCH \ ~y ~ VI _ AR,_ I cover sufficient to restrain erosion must be BASS 1 RIPRAP 0' - 2' accomplished within 15 working days or 90 calendar ~
• 1' MIN. WATER LEVa s,y days following completion of construction or
•~~,;04':.:'.':.'.:', : ~ cee ~Channel.+!~:v?':.'.:':.'. FDTST CHAMBER SE '.From Watershed : BYP PLAN. + e~ 1.2' development, whichever patios is shorter, except NiEp ~ OF SUI+FACE ~A ~ as provided in 15ANCAC 4B .0124(e).
. . NATURAL GROUND 4' - 6'-I TRAPEZOIDAL ~ ff ~ BsX C(~OSS SECTIONAL NEW CONSTRUCTION SEQUENCE
. . oarmw. rrPE VAR 1' - 2, DITCH DEWS DIG 3¦.T ¦Vp FLOOD STORAGE ZON ELEVATION VIEW ST~C~# ~E •r...;,•~•'. STRUCTURAL STONE ~ r TEMPORARY DIVERSION DITCH 1. Obtain Sedimentation and Erosion Control permit
Y SEDIMENT STORAGE ZONE ~ 3 NOTE 2. Call NCDENR-LO before land disturbance begins [phone].
.6' STONE SHALL BE STONE FORS F~AaR~IC 3SX ~ ~ AREA Plan v12W ~ 9' EROSION cONrr~L (CLASS 'B ) tsxaur~~ ~A A~ 3. Install gravel construction pad, temporary diversion ditches, silt fencing, sediment basins and/or other measures os shown on the
with Grote & Frame Removed .b' INVERT P!P FLOII AND SHALL HE PAID FOR AT THE CONTRACT UNIT PRICE PER TON approved plans. Seed and mulch sediment basins and temporary diversion ditches. Clear only as necessary
8' ~ °STONE FOR EROSION (CLASS 'H')' SECTION THRU SECTION THRU BASIN AND FN.TER to install these devices.
SEDIMENT CONTROL STON 38 PIPE dG8 Fram Wotershed SECTION A-A STANDARD TEMPORARY ROCK SILT CHECK TYPE-B 4. Call for on site inspection by Environemental Inspector vaRlES and obtain Certification of Compliance.
Bypass Channel WED2 LENGTH VARIES GSEE IR1tE 3) MDL 18' ' - IIIIIIIII TOPffDAM SEE PLAN 5. Begin clearing and grubbing. Inspect and maintain devices weekly or after every rain event. Rough grode the site.
Level S reader Foreba Cross Section 1'~' P Y TARP Pi~TECTIDN DITCH AND BURY TMP ~0s' PT~x~~zlsx ~ss~i~RAP 6. Remove and seed Temporary Diversion Ditches once . Permanent Ditches are installed.
EBGE aOTL IE'> BAFFLE ITYPJ DITCH LINING 7. Install storm sewer (if shown) and protect inlets with silt a fencing, arc filters, and inlet protection. Protect outlets
; ~s7 stone an Level S reader Cross Section P with Outlet Protection as shown on the plans
To Level Sproader Flfter Fabric ,Ground • 'p Elevation Paol Elevation ~ 57 Stone on L THE TARP USED TO PROTECT THE VEDI SHAH BE THE WIDTH BANNER SUPPORt P ~ ~ 8. Stabilize site as areas are brought to finish grade with wMNER SuPPaRr PSIS 24' INfO BOTT011 AND SIDE N l,4 0 vegetation, paving, ditch linings, etc.
'''i i~ SPECffIE0. TIE LENGTH ff TIE'TAtN! SHALL BE ACCQtDDIG Filter Fabric TO AVAILA&.E SUPPLY. D' NUI.TD+IE TARPS ARE TD BE USED ATTACH • Inlet Pis ~ TIEII TARPS SHALL BE LAPPED AT LEAST 1B'. TFE UPSTREAM ORAL COAL MESH 1 / " ~ 9. When construction is cam late, the to soil stock ile has ATTACH SUPPORr Yl01E Aamss toP of SrAxes. X11 ~ f f~` P P P oRAPE cow MESA FABRIC avSR SUPPatR WIRE AND I ~ been removed, and the project is completely stabilized,
Ex. Ground = T. - r U?' TARP SHALL. OVFRLAP TIE DOWtSTREAM TARP. THE TARP aj~N ~R MESH A1Ta~x m suPPOar w~E wRH aP nEa !BENCH COIR MESH FA~BC INTO 80TfOM AND SIDE. call for inspection by the Environmental Inspector.
Ri Ra ~ ML DUTY SAVER TARPAULINS FQt U.V, P P 8 WEIR LENGTH ID BE AS SPECD'ff0. TO BE INSTALLED IN ACCORDANCE WITH 10. If site is approved, remove temporary diversions, site PERSPECTIVE NEW MANI#ACTURER'S INSTRUCTIONS fencing, sediment basins, etc., and seed out or pave any
Section X-X Section Y-Y ~ resulting bare areas. All remaining permanent erosion
Foreboy L ~ control devices should be installed now, TEMORARY LINING DITCH DETAIL t t. When vegetation has become established, call for final site
2.5 SEDIMENT TF SEDIMENT TRAP W/ BAFFLES ~ inspection by Environmental Inspector.
Luunll N
• o~`''` CA
~ SIGNED S S S ~ SS! SCALE SHEET ND.
• ~ Qr1j_ '9 / 1~/~ / 1 / ^ ^ ¦ ¦ -r-¦ ¦ ¦ ® ¦ ® 1 A IA~PI 1 1 /O r 1~ /1~1 ® 1~/'~T A T1~A DATEI DEC 2008 unor~nr,irnr ,
DRAWN S S S
' SEA L o 5 I A I C5 DETAILS and sw PRaJ, # 07-0134 NOTED
r~ 17688 E' CHECKED SSS ° SURVEYING AND 201 GLEN ROAD A~ X-d64"c Via
PHASE 2 ENGINEERING, INC. GARNER, N.C. 27529 E 2 TYPICAL SECTION VERTICAL DWG FILE # 07-0134
4 PROJ, ENG. SSS 919-773-0183 YER 919-773-0148 (FAX) DFi 6
REV,NO, DESCRIPTIONS i W DATE DATE IIII i ~ i 11N
REVISIONS S URVEYINGIENGINEEMIGZLAND DEVELOPMENT