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1 "=100' 49,0 PARKWAY PLAZA BOULEVARD, SUM 350
HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 of the Carolinas PHONE: [phone] FAX: [phone]
® BIO-RETENTION BASIN
www.talbertandbright.com 0 F 14 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
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® BIO-RETENTION BASIN HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 of the Carolinas PHONE: [phone] FAX: [phone]
www.talbertandbright.com 0 F 14 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
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HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 of the Carolinas PHONE: [phone] FAX: [phone]
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SCALE IN FEET
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HDR Engineering, Inc.
of the Carolinas
128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
TALBERT&BRIGHT
ENGME11ING & PLANNING CONSULTANTS
4944 PARKWAY PLAZA BOULEVARD, SUITE 350
CHARLOTTE, NORTH CAROLINA 28217
PHONE: [phone] FAX- 704-426-6080
www.talbertandbright.com
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TALBERT&BRIGHT
ENGME11ING & PLANNING CONSULTANTS
4944 PARKWAY PLAZA BOULEVARD, SUITE 350
CHARLOTTE, NORTH CAROLINA 28217
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® FILTER STRIP 1 (FS) ~ ~
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FILTER STRIP 3 (FS) 8 7 s 9 DRAINAGE DRAINAGE, E&S CONTROL ~
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® EXTENDED DETENTION BASIN 100 50~ 0 100 200' 300 TALBERT&BRIGHT
10 11 13 ~,Tl?
BIO-RETENTION BASIN 1 jJl ENGINEERING &PLANNING CONSULTANTS SHT. 13
PROPOSED PAVEMENT SCALE IN FEET
1 "=100' 49,0 PARKWAY PLAZA BOULEVARD, SUM 350
HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 of the Carolinas PHONE: [phone] FAX: [phone]
www.talbertandbright.com 0 F 14 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202

w
Q 0
TRANSVERSE VIEW LONGITUDINAL VIEW
SEE DETAIL A
SECTION C-C FOR ENLARGEMENT SECTION D-D
TIE IN ~ TIE IN
C -C WEIR AT END OF
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STONE 1. CONTRACTOR TO INSTALL STONE DITCH CHECKS, AS DIRECTED BY f ~ ~ ~ Y ! / , ( r Q v / \ ~
-ELEV. 674.8 INSPECTOR, FOR EROSION CONTROL. ~
GROUNDWATER ELEVATION ~ 2. CONSTRUCT ALL DIVERSION DITCHES PRIOR TO INSTALLATION OF
BELOW 670.0 o BORETENTION BASIN.
3. LOCATION OF 72" RCP OUTFACE CHANNEL TO BE COORDINATED 11 ~a ~
WITH FUTURE RAILROAD IMPROVEMENT PLANS. Y ~ °
LEGEND U ~ ~ Q ~ ~
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® EXTENDED DETENTION BASIN
TALBERT&BRIGHT
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10 11 13 1 Ll ` ENGINEERING & PLANNING CONSULTANTS 14
LEVEL SPREADER 50 25 0 50' 100' 150'
PROPOSED PAVEMENT 4944 PARKWAY PLAZA BOULEVARD, SUM 350 S HT.
SCALE IN FEET HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 of the Carolinas PHONE: [phone] FAX: [phone]
1 "=50'
www.talbertandbright.com OF 14 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202

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SHUUK, N.L., LICENSE
NUMBER 026464 ON ENGINEERING&PLANNING CONSULTANTS
a MARCH 17, 2008. THIS 4944 PARKWAY PLAZA BOULEVARD, SUITE 350 MEDIA SHALL NOT BE CHARLOTTE, NORTH CAROLINA 28217
O U I CONSIDERED A CERTIFIED PHONE: [phone] FAX: 704.426,6080
N O DOCUMENT.
0 O www.talbertandbright.com
L I I J.

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N ~ ~ - . _ x-x_x~x%S_C~lI1CA1__E~~_ x_x-x_ ~ . r ~ I + \ EXISTIN ECUR FENCE I r,~,~~_~"iii'"a%'i++~~~ ~ GS CRITICAL AREA________ ~ . - ~ ~ ~ I ~ _ _ ~ ,
x I ~ ~ - ~ 1 ~ Q I x ~ ~ ~ ~ ~ ? ~ i , RU AY OBJE FREE AR_A ~ I~ I f ~ Z -
w OFA GLIDE.._.._.._ _ . ~ _-X~ ~ -x ~ -x ~ ~ -x. ~.~..~.-X.~ -X ~ ~ x~ +X J ~ ~ ~ ~ ~ ~y _ - . I I ' ' ~ ~ ~ _ ~ OFA GLIDE ~ x
U ~ ~ I ~sLOPE ~ v RUNWAY SAFETY AREA I SLOPE ~ ~ ~ ~ ~ ~
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Q ~ I l i A ~ H ~ ~ I ~ I ® I ~ it _ - I \ / \ ~ i ~ ~'~1 ~ ~z'f ~ ~ ~ I Z
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Vx x-x `x-x- \ T W E ~ - - o _ - x x~ \ ~ CLOSED RUNWAY .
~n _ - - X~ x \ \ \ - WAY AF X~ ~X ix ~ t ~Y AF AREA ~ - x x-x-X-X-x-x-x-x-x-x MARKER (TYP.) _ - _
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PHASING NOTES. \X \ P \ \ f ~
\ + \ \ \ \G'S• LIGHTING X~ ~ ~ \ \ VAULT - x -X~ ~
THE INTENT OF THIS PLAN IS TO ESTABLISH CERTAIN PHASING REQUIREMENTS \ \ \ ~x~+ C7
THAT SHALL BE ADHERED TO BY THE CONTRACTOR DURING CONSTRUCTION OF 10. THE CONTRACTOR SHALL BE REQUIRED, AS NECESSARY, TO RELOCATE THE LOW \ \ 1~' \ ASR -Q x Z
PROFILE BARRICADES DURING THE PROJECT. MULTIPLE RELOCATION OF THE \ THE PROJECT. \ \ \ BARRICADES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF \ \ ~1
1. CONTRACT TIME: THE BARRICADES AS SHOWN ON THE PLANS REPRESENTS THE MOST TYPICAL ,9\ \ ~ ESS x a ~
LOCATION. BARRICADES ARE REQUIRED UNTIL THE NEW PAVEMENT AND ADJACENT ~ \ \ \ \ ~ THE CONTRACTOR SHALL HAVE FIVE HUNDRED FORTY (540) CALENDAR DAYS TO \ \ E 36 a a
COMPLETE THE ENTIRE PROJECT. SAFETY AREAS ARE COMPLETED. NO BARRICADE REMOVAL OR RELOCATION WILL \ \ \ OCCUR UNTIL APPROVED BY THE OWNER. \ \ \
2. LIQUIDATED DAMAGES: \ \ rz ' 3 x _ Z
11. DURING ALL WORK WITHIN THE SECURED AREA, THE CONTRACTOR'S EMPLOYEES ^J \ \ \ \ LIQUIDATED DAMAGES IN THE AMOUNT OF $5,000.00 PER CALENDAR DAY ~ \ \ X W ~ °o
WILL BE ASSESSED BEYOND THE CONTRACT TIME ALLOTTED. WHEN WORKING AT SHALL BE BADGED IN ACCORDANCE WITH CDIA REQUIREMENTS. Q' \ \ \ \
NIGHT, EXISTING RUNWAY 36L-18R SHALL BE REOPENED EACH MORNING BY 6:00 ~ \ ~2 ~ III ~ ~ g
AM. 12. CONTRACTOR SHALL PROVIDE A MINIMUM OF SEVEN (7) DAYS NOTICE PRIOR TO CLOSURE OF RUNWAY OR TAXIWAYS. W a
LIQUIDATED DAMAGES IN THE AMOUNT OF $50.00 PER MINUTE WILL BE ASSESSED SELF POWERED RED LENS
AGAINST THE CONTRACTOR FOR EVERY MINUTE THAT THE EXISTING RUNWAY IS 13. ALL WORK INVOLVING CONSTRUCTION OPERATIONS WITHIN THE SECURED AREA SHALL QJ ~ Q
CLOSED AFTER 6:00 AM. BE COORDINATED WITH THE OWNER. STANDARD 3-WAY 6 VOLT BARRICADE LIGHT as w
3. ALL WORK ON THE WEST SIDE OF THE EXISTING RUNWAY OUTSIDE THE RUNWAY 14. CLOSED RUNWAY MARKERS FOR PROPOSED RUNWAY SHALL BE INSTALLED _ LEGEND ~ a a
SAFETY AREA CAN BE COMPLETED AT ANY TIME. IMMEDIATELY PRIOR TO COMMENCEMENT OF CEMENT TREATED BASE WORK ON 3M ORANGE HIGH REFLECTIVE _CTIVE Q a ICADES c c . ~ D
PROPOSED RUNWAY. ADDITIONAL CLOSED RUNWAY MARKERS SHALL BE REQUIRED STRIPE ON WHITE BARRICADES DURING WORK REQUIRING CLOSURE OF THE EXISTING RUNWAY. CLOSED RUNWAY AND 3M WHITE HIGH REFLECTIVE :ELECTIVE °a d ° . ~ ° PHASE PAVING
4. ALL WORK WITHIN THE SAFETY AREA OF EXISTING RUNWAY, AND EAST SIDE OF THE STRIPE ON ORANGE BARRICADES EXISTING RUNWAY SHALL BE COMPLETED FROM 11:00 PM TO 6:00 AM. THE USE MARKERS SHALL BE INSTALLED DURING ESTABLISHED CLOSURE TIMES STATED IN ~RICAOES ~ WORK a ONE ° °a D Z Z Z
OF THE TEMPORARY TAPER DETAIL IS REQUIRED AT THE END OF EACH DAY'S WORK NOTE 4, AND SHALL BE REMOVED BEFORE EXISTING RUNWAY IS RE-OPENED TO a a a ° ~ PHASE II PAVING ~ a Q
TO ASSURE THAT THERE IS NEVER MORE THAN A 2" DROP FROM THE EDGE OF TRAFFIC. CONTRACTORS SHALL ANTICIPATE MULTIPLE DEPLOYMENTS OF CLOSED 24" ° a Q
PAVEMENT OF ACTIVE RUNWAY AND TAXIWAYS. RUNWAY MARKERS ON EXISTING RUNWAY DURING THIS PROJECT. o WHITE ORANGE WHITE ORANGE WHITE ORANGE 0 PROPOSED AIRFIELD PAVEMENT J Z
15. THE OWNER WILL DESIGNATE A WASTE AREA ON AIRPORT PROPERTY WITHIN TWO 5. PHASE I PAVING CAN BEGIN JULY 2008. PHASE II PAVING CAN BEGIN MAY 2009. MILES OF WHERE THE WASTE IS GENERATED. PAVEMENT LEAVE-OUT FOR BRIDGE
MESA HANGAR TENTATIVELY SCHEDULED FOR DEMOLITION IN NOVEMBER 2008. 6„ 10.. 10 FT (TYP.) ® J ~ ~ 3
+ LOW PROFILE BARRICADE a I = Q
6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE A SUITABLE BIDDING NOTES. 72" LOCATION FOR ONE OR MORE STAGING AREAS HAVING A TOTAL OF APPROXIMATELY _ EXISTING RUNWAY OR TRAFFIC _ (~j
30 ACRES. AIRPORT TO APPROVE FINAL STAGING AREA LOCATION AND LIMITS. THE THE OVERALL PLAN SET IS DIVIDED INTO TWO PARTS (PART A AND PART B). PROFILE OPEN TO AIR TRAFFIC X RUNWAY CLOSURE MARKER ~ ~ a aJ ~
CONTRACTOR SHALL KEEP ALL EQUIPMENT AND STOCKPILES BELOW THE AVIGATION KNOWN MANUFACTURER IS NUEBERT AERO CORP. a N ~ TAXIWAY CLOSURE MARKER ~ ~
SURFACE (62.5:1 DEPARTURE SURFACE) ELEVATIONS SHOWN AT ALL TIMES. PART A CONSISTS OF THE PLANS TITLED "THIRD PARALLEL RUNWAY PACKAGE II - MODEL PC 2410, PHONE [phone]
PAVING AND LIGHTING". THESE PLANS DEPICT THE PAVING AND LIGHTING WORK 7. THE CONTRACTOR SHALL COORDINATE WITH AIRPORT ENGINEERING FOR NECESSARY ASSOCIATED WITH THE PROPOSED RUNWAY 18R-36L, PARALLEL TAXIWAY W AND LOW PROFILE BARRICADE DETAIL BARRICADE PLACEMENT DETAIL ~~u AVIGATION SURFACE ELEVATION ~ a
SECURITY FENCE INSTALLATION AND/OR REMOVAL. ASSOCIATED TAXIWAYS, AND PORTIONS OF TAXIWAYS N AND S. NOT TO SCALE NOT TO SCALE ~ w
Q Z
8. LOW PROFILE BARRICADES SHALL BE INSTALLED AS THE FIRST TASK IN ANY PHASE. PART B CONSISTS OF THE PLANS TITLED "PARALLEL TAXIWAY V". THESE PLANS NOTES: w J
BARRICADES SHALL NOT BE REMOVED UNTIL PAVEMENT AND APRON SAFETY AREAS DEPICT SITEWORK, DRAINAGE, PAVING AND LIGHTING ASSOCIATED WITH THE 1. BARRICADE CONSTRUCTED OF HIGH IMPACT. UV-RESISTANT 5. CONTRACTORS SHALL FILL BART ARE IN SERVICEABLE CONDITION. PLACEMENT OF THE LIGHTED BARRICADES SHALL PROPOSED TAXIWAY V, AND THE REMAINING PORTIONS OF TAXIWAYS N AND S. POLYETHYLENE AS MANUFACTURED BY NEUBERT AERO CORP. ACCEPTABLE TO THE OWNER T( SHALL FILL BARRICADES WITH WATER, OR OTHER MATERIAL ~
BE AT THE EXTREME EDGE OF THE EXISTING TAXIWAY WHILE THE TAXIWAY IS OPEN NOTAMS: (1-877-NAC-ARPT) OR SIMILAR APPROVED EQUAL. WIND GUSTS. THE OWNER TO PREVENT OVERTURNING FROM JET BLAST AND CAR~`% TALBERT&BRIGHT
TO AIRCRAFT. THE TOTAL QUANTITY OF BARRICADES REQUIRED FOR THIS PROJECT AIRPORT MANAGEMENT WILL ISSUE THE NECESSARY NOTAMS TO REFLECT HAZARDOUS ,:o . ~~SS;~ ,
unl I Rr Qecrn nnl Tur rnnlTDdrTn[J'C oueclnlr_ nr lnln[JV eprec eCCCrTlnlr 7 ~nru IInuT cunt I Inlrl Iln~ TIAIn orn CTAnInAAn z_wnv I IrL.IT
EXISTING ACTIVE AIRFIELD PAVEMENTS. THE CONTRACTOR SHALL INCLUDE IN HIS CONDITIONS WITH RESPECT TO CONSTRUCTION SITUATIONS. ACTIVE NOTAMS SHALL BE 12" ORANGE FLAG AND 3M HIGH REFLECTIVE TAPE. SEAL
BID PROPOSAL ALL COSTS ASSOCIATED WITH FURNISHING, PLACING, RELOCATING, REVIEWED PERIODICALLY AND REVISED TO REFLECT THE CURRENT CONDITIONS. 50( 500 250 0 500 1000 1500 a 026464 r: ENGINEERING & PLANNING CONSULTANTS 3 S HT.
AND REMOVAL OF BARRICADES REQUIRED TO MEET THE PROJECT SAFETY 3. BARRICADES SHALL BE PLACED AS SHOWN UNLESS 4944 PARKWAY PLAZA BOULEVARD, SUM 350
REQUIREMENTS. BIDDING: OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. THE AWARD OF THE CONTRACT SHALL BE MADE TO THE LOWEST BASE BID, QUALIFIED 4. BARRICADES ARE TO BE PROPERTY OF THE AIRPORT UPON y 'FNciNE~~' pp;~ CHARLOTTE, NORTH CAROLINA 28217 SCALE IN FEET %,,IOREW PHONE: [phone] FAX: [phone]
FOR ADDITIONAL NOTES ON PROPOSED TAXIWAY BRIDGES, SEE QUANTITIES AND BIDDER WHOSE PROPOSAL CONFORMS TO THE CITED REQUIREMENTS OF THE OWNER. COMPLETION OF THE PROJECT. 9.
1 "=500' www.talbertandbright.com OF
L GENERAL NOTES SHEET.

yl ~I ~I ~ ~ ~ ICI ~ EE PART `A' FOR ~ ~~I ~ , LEGEND 7 ~ ~
SUB-DRAIN SUMMARY TINUA ION OF
+ RA NG II _ _ _ O f t~ SD-1 6" PVC PIPE NON PERF. SD-8 6" PVC PIPE NON PERF SD-34 6" PVC PIPE NON PERF. E E I ~ ~ U UKE UE L ~ ( ) ( ) ( ) E (NON-PERF.) SD-41 6" PVC PIPE (PERFORATED) r® EXISTING CONTOUR ~ -4-- ~ ` Q ~ ~
O BEGINNING INV.=708.83 BEGINNING INV.=704.63 BEGINNING INV.=702.18 f ENDING INV.=708.00 ENDING INV.=704.00 ENDING INV.=700.77 NV.=702.18 BEGINNING INV.=705.67 =700.77 ENDING INV.=703.75 - - - EXISTING STORM DRAIN ~ p p
75 LF ~ 1.11 % 117 LF ~ 0.54% 167 LF ®0.84% i.84% 349 LF ~ 0.55% EXISTING DROP INLET
INV=71 .83 INV 14.83
SD-2 6" PVC PIPE (PERFORATED) SD-9 6" PVC PIPE (PERFORATED) SD-35 6" PVC PIPE (PERFORATED) BEGINNING INV.=714.83 BEGINNING INV.=709.58 BEGINNING INV.=705.33 E (PERFORATED) SD-81 6" PVC PIPE (NON-PERF.) EXISTING FAA CABLE ~ ~ ~7 ZO NV.=705.33 BEGINNING INV.=708.26
ENDING INV.=708.83 ENDING INV.=704.63 ENDING INV.=702.18 =702.18 ENDING INV.=698.05 ~ _699- ~ PROPOSED CONTOUR (BY OTHERS) ~
/ 2 ~ 400 LF ~ 1.50% _ 335 LF ®1.48% 315 LF ®1.00% .00% 105 LF ®9.72% ~ -700- ~ PROPOSED INDEX CONTOUR (BY OTHERS) O ~ ~
SD-3 6" PVC PIPE (NON-PERF.) SD-106" PVC PIPE (PERFORATED) SD-38 s" PVC PIPE (PERFORATED) E (PERFORATED) SD-82 6" PVC PIPE (PERFORATED)
BEGINNING INV.=702.68 BEGINNING INV.=706.32 BEGINNING INV.=703.91 NV.=703.91 BEGINNING INV.=710.66 ~699~ PROPOSED CONTOUR Q ~ Z ~ Q
~ / ENDING INV.=698.38 ENDING INV.=704.63 ENDING INV.=702.18 88 LF ®4.89% 225 LF ®0.75% 325 LF ®0.53% =702.18 ENDING INV.=708.26 ? ~ 1.53% 352 LF ®0.68% /700-~ PROPOSED INDEX CONTOUR ~ ~ Z d
f + ~
$D-4 6" PVC PIPE (PERFORATED) SD-11 6" PVC PIPE (NON-PERF.) SD-37 s" PVC PIPE (NON-PERF.) BEGINNING INV.=708.83 BEGINNING INV.=706.06 BEGINNING INV.=703.91 E (NON-PERF.) SD-63 6" PVC PIPE (NON-PERF.) ~ PROPOSED STORM DRAINAGE STRUCTURE N ~ ~ I w O w NV.=703.91 BEGINNING INV.=704.24 • PROPOSED STORM DRAINAGE MANHOLE ~ \ ~ ~ ~ ~ ~ ~ w
_ ENDING INV.=702.68 ENDING INV.=705.50 ENDING INV.=700.77 =700.77 ENDING INV.=698.05 / ~
~ O /f 400 LF ®1.54% 93 LF ®0.60% N N 187 LF ®1.68% n n .68% 180 LF ®3.44% PROPOSED STORM DRAINAGE PIPE ~ ~ Z Q
SD-5 6" PVC PIPE (PERFORATED) SD-126" PVC PIPE (PERFORATED) SD-38 s" PVC PIPE (PERFORATED) E (PERFORATED) SD-84 6" PVC PIPE (PERFORATED) PROPOSED SILT FENCE - W ~ ~
0 ~ BEGINNING INV.=704.65 BEGINNING INV.=708.06 BEGINNING INV.=705.67 NV.=705.67 BEGINNING INV.=706.97 PROPOSED CHECK DAM ~ W
ENDING INV.=702.68 ENDING INV.=706.06 ENDING INV.=703.91 =703.91 ENDING INV.=704.24 ' ~ ~ 1.60% 323 LF ®0.85% , , , W = W ~
J ~ 395 LF ®0.50% 400 LF ®0.50% 294 LF ®0.60% - ~ J N W PROPOSED INLET PROTECTION Q
~ O O ~ SD-8 6" PVC PIPE (NON-PERF.) SD-136" PVC PIPE (NON-PERF.) SD-39 s" PVC PIPE (NON-PERF.) ~ ~ BEGINNING INV.=709.58 BEGINNING INV.=708.06 BEGINNING INV.=703.75 E (NON-PERF.) SD-85 6" PVC PIPE (PERFORATED) Z V? W ~ PROPOSED CONSTRUCTION LIMITS ~ NV.=703.75 BEGINNING INV.=708.26 ~ /
W ENDING INV.=708.50 ENDING INV.=707.50 ENDING INV.=700.50 =700.50 ENDING INV.=704.24 ~ J ~ ~ ` ~ ~ w ~
N 74 LF ®1.46% 95 LF ®0.59% 142 LF ®2.29% ~ , '..29% 282 LF ®1.43% ~ I ~l_, PROPOSED ROCK INLET PROTECTION ~ ~ ~ ~ J O Y.I ~ w ~
O SD-7 6" PVC PIPE (PERFORATED) SD-146" PVC PIPE (PERFORATED) SD-40 6" PVC PIPE (PERFORATED) E (PERFORATED) PROPOSED EXCELSIOR MATTING rI ' ~ , y 1 ~ ~ ~
BEGINNING INV.=714.83 BEGINNING INV.=710.36 BEGINNING INV.=706.13 NV.=706.13 ~ PROPOSED CONCRETE PAVEMENT w ,
{ ENDING INV.=709.58 ENDING INV.=708.06 ENDING INV.=703.75 CD .83 335 LF ®1.57% 400 LF ®0.58% 355 LF ®0.67% =703.75 ~ ~ N ~ ~ ~ 1,67% 0 PROPOSED PAVED SHOULDER

~ ~ CD-6.83 ~ ~ r
~ SD-7 " \ ~ \f ~ O O N
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CO = 714. 5 - '~°>.~~'730 _ r1NV.= 711.8 i - ~ - 2 W U U Z ~ ~
~ ED E TRA~ST~.. I TW S STA: +50 ~ - 730- ~ O O a W ~
OFFSET: 40. HEI DAM = "`6.5' FT. ~ 725 t IONS: 5'
~ ~ d d ~ U ~
~ _ - _ - SEDII SEDI ENT RA ST- B
_ 1 _ ~ ~ ~ ~ 720 SD 6 - - _ HEIGHT MATTING DIMENS HEIGHT~F DA = .5' F ' DIMENSI NS: 28 ' 4 'X4 FT /
720
~ I w SPIL OUT ~ ~ 715 i
~ IN 708. 0
~o 715 -
NV=709.58 75
F 710 F
N O 71'0 ~
05
SPILL T 705 ~ ~
INV=7 8.00 V-708'8 00
_ 0 ~ t
N LO ' ~ J
+ ~ ~ INV= S ~ ~ - SPILLOUT 71 j~ Z
l e Co s.s INV=707.50 C4-HEAD L ~ / W ~
c - wa ~ ~ INV=705.50 \ 0 ~ _
SD-9 ~ -8 c 6.83 CO TOP= 710. _ CO TOP= 712.32 ~ F
Y --e ~ ~ 07.06 INV.= 709.21 " TW V STA:18+00 - ~ TW V STA~Pt+99.75 0
\ - SD-11 OFFSET: 40.50 $D-13 ,e 'r OFFSET•
INV-704.63
D-6.83 W ~ ~ SD-10 1 N V= 706.06 SD-12 INV=708.06 ~ W
SD~14---- ~ Z
! V ~0 O o O
INV=706.32
i?+00 13+00 14+00 15+ 16+00 17+ 18+00 18+00 19 20+00 +0 22 00 23+00
O U
11+15.17 - I-- I--- I- ~ I- I- ~ - I- - - - I- - I o~ I-- I~ I- - ~ O ~
. _ E CELSIOR MATTING - - INV=708.26 _ - - - -
W ~ - ~ ~ SD-82 ~~0 _
_ + ~ SD-38 - ~ ~ ~ ~
CO TOP= 708.95 / INV=705.67 \ i ~ /
INV.= 705.76 COT = 4
TW S STA:36+50 SD-4 INV=703.91 OFFSET: 40.50 ~ INV.= 709.46
~ / SD-81 ~ _ lEJ~ 468.80
- IP-6.52
_ _ - SD-36 _ ~t RWY~ - SD-41 SD-41 \ / SD-85 _ 710 _ r ~ ~ Z
_ _ M'b RVR~VS C-1 a g o
RELOCATED RVR _ - - _ a II ~ 3 ...705 ~ - -
ON R W ~ CO TOP= 708. ' - W..
PROTECT FROM ~ STA:18+13.08 1 l ~ CD-6.83 Q ~I ~ ~ ~ ~ a Q
~ AG PRESERVE RVR ~I,TE - 1 ~ U
UNTIL RELOCATED. _ - _ PRIOR TO°°-RE - I~S.-_ ~ ~ ' ~ j _ _ W Z ~
CONTRACTOR SH L - STRUCTURE AND If~STING - INV=702.68 D AFTER LOCATION. I ~ P- 52 D-4 O a
- NEW UCTURE, THE
- SD-3 C CTOR LL VERIFY _1. ADE TO WI HE IF T I ~ S 83 I R Q RE NG THIS _ Q ~ W
/ ~ RAIN I I /STR CTUR~ AND IN TA _ _ ~ ~ W
D-1 7 STING ST TUR B D~ - - / EW STRUCT,~URE, THE ~ a
IP-6.52 IP-6.52 05 USED. 05 I ONT CTOR SI~~L VERIFY ~ - -a-- a ~
- - - a- i , i _ - ~ _ _ / W TH OWNER IF ~fiHE 70 - ~ Z ~
IP-6.52 i ~ IP-6.52 S -39 I FXISTIN ~ STR~~TUR~.AN BE_ ~ ~ FAA C 0
O i~ ti INV=70 .75 / US D. _ m Q 3
~ w
~ - ONTRACTOR SHALL FIELD SD-34 _ INV= 0.24 106~~ a ~ Q
POWER AND CONI~ROL CABLES ERIFY INVERTS PRIOR IN =702.18 - BY OTHERS. PROTECT FROM DAMAGE W a m + I
RDERING STRUCTURE. , ~,..~...,....r., o 0
0
' 5 706 1~ -
SD-5 SD-35 ~ SD-40 I I SD-84 W a , O, , O ~ ~
Q z
NOTES: EROSIO EROSION CONTROL ~
V V-9 V-1~ 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON 3. FOR STORM DRAINAGE INFORMATION, SEE THE STORM DRAIN 6. THE UNCLASSIFIED EXCAVATION SHALL BE DISPOSED OF IN
THE PROJECT FOR THE COMPLETE DURATION OF THE PROJECT. PROFILES. THE WASTE AREA STOCKPILE. ALL OTHER WASTE MATERIAL THIS THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT - ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. ORIGINALL SEALED BY RONALD A. SEALED BY C. BRIAN
~ DI I (l~ TLJ~ C(ll I (l1AlInIC ClJ(11 II n (`MIC(1RAd T(1 TLJ~ nl(1pTLJ d I ITII ITV I (1('OTI(1nIC IAlll I nl~~n T(1 R~ ~I~I n V~RICI~n R(1TlJ Inl SEALED I
L. IILL VI II IL I VLLVYIIIVV VI IVVLV VVIVI VI\IVI V II IL IVVI\ II T. V IILI I LV V/l IIVIVV YYILL IYLLV V UL ILLV YLI\II ILV UV II I IIV GEIGER, GEIGER, P.E., LICENSE 1 L` SALYERS, P.E., LICENSE
- CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND LOCATION AND IN DEPTH PRIOR TO ORDERING ANY PRECAST 7. SEE PART A SHEETS 75 AND 76 FOR UNDERDRAIN DETAILS. NUMBE DESIGN MANUAL. STRUCTURES OR INSTALLING ANY PIPE TO PREVENT ANY 50 25 0 50 100 150 SEPTEMI NUMBER 14613 ON NUMBER 025680 ON ENGINEERING&PLANNING CONSULTANTS SHT.
UTILITY CONFLICTS. THIS MED SEPTEMBER 3, 2008. AUGUST 29, 2008. THIS 4944P(WAYPLAZABOULEVARD,SUTTE350 V-8 THIS MEDIA SHALL NOT MEDIA SHALL NOT BE
TEMPORARY SILT FENCE SF-6.62 BE CO HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 BE CONSIDERED A of the Carolinas CONSIDERED A CERTIFIED
INLET PROTECTION IP-6.52 5. INSPECT ALL SEDIMENT AND EROSION CONTROL MEASURES AFTER SCALE IN FEET CERTIFIE CERTIFIED DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
SHEET INDEX CHECK DAM CD-6.83 EACH RAINFALL, MAKE REPAIRS AS NEEDED, AND REMOVE SEDIMENT. 1 "=50' 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com OF

. ~ / e 1,
i ~ ~
SUB-DRAIN SUMMARY ~UMMARY LEGEND ~ ~ N
SD-14 6" PVC PIPE (PERFORATED) $D-21 6" PVC PIPE (NON-PERF.) (NON-PERF.) SD-59 6" PVC PIPE (NON-PERF.) - EXISTING CONTOUR a ~ ~ Q ~ ~
f BEGINNING INV.=710.36 BEGINNING INV.=717.39 V.=717.39 BEGINNING INV.=710.66 0 ~ rn
ENDING INV.=708.06 ENDING INV.=716.00 l ! 400 LF ®0.58% 94 LF ®1.48% 716.00 ENDING INV.=699.32 = _ _ = EXISTING STORM DRAIN ~ o O 127 LF ®8.93% - EXISTING DROP INLET ~
`r}
~ ~ SD-15 6" PVC PIPE NON-PERF $D-52 6" PVC PIPE NON-PERF. ~ ~ ~ ( ) ( ) l°"' BEGINNING INV.=710.36 BEGINNING INV.=714.50 (NON-PERF.) SD-60 6" PVC PIPE (PERFORATED) EXISTING FAA CABLE _ ` Y/ O V.=714.50 BEGINNING INV.=712.71 ~ ~
ENDING INV.=709.00 ENDING INV.=708.00 708.00 ENDING INV.=710.66 -699- ~ PROPOSED CONTOUR (BY OTHERS) 1 j
/ ,d _ 97 LF ®1.40% 125 LF ®5.20% '0% 349 LF ®0.59% ' w
s 1 _ SD-16 6" PVC PIPE (PERFORATED) $D-54 6" PVC PIPE (PERFORATED) -700- ~ PROPOSED INDEX CONTOUR (BY OTHERS) ~ (PERFORATED) SD-81 6" PVC PIPE (NON-PERF.) ~
A 1 Q ~ - BEGINNING INV.=712.71 BEGINNING INV.=716.52 V.=716.52 BEGINNING INV.=708.26 /699 PROPOSED CONTOUR ~ ~ ~ Z Q
? ` s' ENDING INV.=710.36 ENDING INV.=714.50 400 LF 0.59% 176 LF ®1.15% 714.50 ENDING INV.=698.05 Z J 5% 105 LF ®9.72% /700 PROPOSED INDEX CONTOUR O Z d
¦ PROPOSED STORM DRAINAGE STRUCTURE
N ~ $D-17 6" PVC PIPE NON-PERF. SD-55 6" PVC PIPE NON-PERF. 1 l ( ) ( ) (NON-PERF.) SD-62 6" PVC PIPE (PERFORATED) ~ ~ w O w
~ = / BEGINNING INV.=712.71 BEGINNING INV.=714.67 1 ENDING INV.=711.00 ENDING INV.=704.19 V.=714.67 BEGINNING INV.=710.66 ~ PROPOSED STORM DRAINAGE MANHOLE ~ r - ~ ~ w 704.19 ENDING INV.=708.26 ~ O
_ - 109 LF ®1.57% 130 LF ®8.06% i6% 352 LF ®0.68% PROPOSED STORM DRAINAGE PIPE ~ f Z Q
SD-18 6" PVC PIPE (PERFORATED) $D-56 s" PVC PIPE (PERFORATED) ~PER6052TED) PROPOSED SILT FENCE V! W U Q
~ / BEGINNING INV.=715.05 BEGINNING INV.=716.52 U ~
I.I. ENDING INV.=712.71 ENDING INV.=714.67 400 LF ®0.59% 370 LF ©0.50% 714.67 ' PROPOSED CHECK DAM ~ ~ ~ ~ i0% ~ , ~ W W ~
LIJ ~2 , PROPOSED INLET PROTECTION ~r ''I ~
v~ ~ $D-19 6" PVC PIPE NON-PERF. $D-57 6" PVC PIPE NON-PERF. Z ( ) ( ) (NON-PERF.) • , PROPOSED CONSTRUCTION LIMITS ` V, ~
l BEGINNING INV.=715.05 BEGINNING INV.=712.71 r ~ ,r I i J ~ ( ENDING INV.=714.00 ENDING INV.=701.39 V.=712.71 ~ ~ Q g 701.39 PROPOSED ROCK INLET PROTECTION J W ~ O
W \ ~ n 93 LF ®1.13% 130 LF ®1.02% 2% W w ~
2 y~ \ ~ _ $D-20 6" PVC PIPE (PERFORATED) SD-58 s" PVC PIPE (PERFORATED) PROPOSED EXCELSIOR MATTING ~ ~ (PERFORATED)
U s° BEGINNING INV.=717.39 BEGINNING INV.=714.67 V.=714.67 0 PROPOSED CONCRETE PAVEMENT U ~ ~''s ~ ~ N r~ ~ ~
ENDING INV.=715.05 ENDING INV.=712.71 / _ _ 712.71 r igq; ~ PROPOSED PAVED SHOULDER ~ ~o'
Q ~ ~ 400 LF ®0.59% 352 LF ®0.56%
.o°®
f O J` cp O
P Jj .JJ` ~ J
- - - ---a., . _ - Ul Ul O ~p ~ ~
/ 0] 0] N d W d ' U U N~ d Q
~ ~ 1 ~ ~
m Z p m ~J..~
2 ~ _ ~ ~j ~ I ~ ~ W Z ~ ~ ~ ~ ~ m ~ ~ Z W (n
730- U Z Y ~ ~ ~ U w
~ SEDIMENT TRAP ST-2 ~ ~ ,r w ~ ~ ~ I Q
OF DAM = 5.5' FT. ~ / j ~d~ ~ d d ~ U ~
2 DIMENSIONS: 376'X40'X4' FT. ` } t
.J SED EI~T RAP ST-3
7 ~ 20 / I ~ HEIGHT OF DAM = 5 FT. DIMENSIONS: 650'X60'X3.5' FT.
. _ ~ _
~ ' ` ® ~ C6-HEADWALL ~ ~
- 715 - . 720
- ~ ~ 30" INV I 9 - _ LS M~TING - v - _ _ - ~ 71 . ~ ~
_ , 710 -
~ - 715 h~ OC
- - ~ 05 ~I ~
0 ~ t
710
J 715 ~ ~ ~
71 SPILLOUT 715 ~ ~ Z
SPILLOUT ~ J.NV=7 0 ~ ~.-w.~---....~ C4-HEAD L INV=709.00
~ 1LLOUT 1 I N V= 714.00 - ~ ~ ~
CO TOP= 712.32 CO OP- .66 ~ _ C.0 I0~ 717...0.0.._.-•-,- ~ S - CO TOP=719.34 ""°°°'`--___y NV= 16. ~ F
INV\=°` 709.21 INV.= 71 $D- - INV.- - TW V STA~:~N+99.75 - T~ ~'STA: 25+99.75 _ _ _ T INV.- 3 HV-V.= 2 - y T 9.75 TW V STA: 33+99.75 0
r OFFSET $D-15 OFFSE ~ ~ OFFSET: OFFSET: 40.50 OFFS O ~ Z
INV=710.36 INV=712.71 =715.05 ~ W
SD-14 SD-16 SD-18 - - - SD-20 ~ Z
INV=717.39
+0 22 00 23+00 24+00 25+00 2 27+00 28+00 29+00 30+00 31+0 32+00 +00 34+00 35+00 36+00
I I- - I- I- I- I- I- - I- ~ I- I- I- - I ~ I - I--
~ INV=710.66 ~ INV=714.67 N
is INV=712.71
- - - - - - - - - - - - - - - - - INV=708.26 _ - - _ INV=716.52
~ SD-82 SD-60 SD-58 SD-56 ~ 720

i / m_
COT = 4 v ~
i ~ INV.= 709.46 gD-59 SD-57 ~ ~
~..-TNI~STA:22+68.80 SD-61 -O~FSEL 45.1. ~ ~ ~ S 5
_ ..®_.71.3 r
~ ~ ' X708 - ~ ~ ~ ~ ~ ~ ~ ~ Z
0 . a

05 ~ _ f _
CD-6° IP-6.52 CD-6. . „ - -6.52 CD-6. - ~ - ~ _ .8 l . _ a a - a IP-6.52 \ ~ ~ Q
. . o _ ~ . ~ ~ _ _ . I U - ~ O ~
J
P- 52 D r
d J ~ N
R T RE N G THIS o°~ = ~ " ~ - r- ~ ~ sD- 2 J C ~ Q
- /STR CTU AND IN TA ~ ~ o~ W
EW STRUC URE THE ""f ~
ON CTOR SH~L VERIFY ~ ,s ~ a ~ ~
W TH T OWNER IF SHE 70 - - L FXISTINO STR~C<TUR .AN BE_ ~ T~CL ° ~ _ ' ° _ FA'
~r / m Q

~ r ~ l ~ ~ W o~ ~
X06
a-~' a
°
_ rd.- ATCH LINE, ~HE T V-12
- -1 /
/ ~ SD• Q
~ ~ ~ Z
NOTES: EROSIO EROSION CONTROL ~
V V-9 V-1~ 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON 3. FOR STORM DRAINAGE INFORMATION SEE THE STORM DRAIN 6. THE UNCLASSIFIED EXCAVATION SHALL BE DISPOSED OF IN
' THIS THE PROJECT FOR THE COMPLETE DURATION OF THE PROJECT. PROFILES. THE WASTE AREA STOCKPILE. ALL OTHER WASTE MATERIAL ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. SEALED I SEALED BY RONALD A. SEALED BY C. BRIAN
7 AI I /1C TIJC C(11 I (11AlI~IC CLJ(1111 f1 ('(1NC(ll~~~ T(1 TLJC t`I/1DTL.1 ~ I ITII ITV I (1(`ATI(1NC IAlll I AICCf1 T(1 RC CICI f1 VCl71CICll R(1TL.1 ICI
L. fV LL VI II IL I VLLVYY IIVV -I IVVLV VVIVI VI\IVI I V II IL IVVI\ II T. V IILI I I LV VlS IIVI V.7 YYILL IVLLV I V UL I ILLY VLI\II ILV UV II I IIV GEIGER, GEIGER, P.E., LICENSE 1 L` SALYERS, P.E., LICENSE
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND LOCATION AND IN DEPTH PRIOR TO ORDERING ANY PRECAST 7. SEE PART A SHEETS 75 AND 76 FOR UNDERDRAIN DETAILS. NUMBE DESIGN MANUAL. STRUCTURES OR INSTALLING ANY PIPE TO PREVENT ANY 50 25 0 50 100 150 SEPTEMI NUMBER 14613 ON NUMBER 025680 ON ENGINEERING&PLANNING CONSULTANTS SHT.
UTILITY CONFLICTS. THIS MED SEPTEMBER 3, 2008. AUGUST 29, 2008. THIS 4944P(WAYPLAZABOULEVARD,SUTTE350 V-9 THIS MEDIA SHALL NOT MEDIA SHALL NOT BE
TEMPORARY SILT FENCE SF-6.62 BE CO HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 BE CONSIDERED A of the Carolinas CONSIDERED A CERTIFIED
INLET PROTECTION IP-6.52 5. INSPECT ALL SEDIMENT AND EROSION CONTROL MEASURES AFTER SCALE IN FEET CERTIFIE CERTIFIED DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
SHEET INDEX CHECK DAM CD-6.83 EACH RAINFALL, MAKE REPAIRS AS NEEDED, AND REMOVE SEDIMENT. 1 "=50' 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com OF

~ SUB-DRAIN SUMMARY ® LEGEND ~ ~ I I ~ SEE PART ~ I I I I I I I I \
o FOR CONTINUATION N i" PVC PIPE (PERFORATED) ~ ~ O ~ W o O
_ SD-20 6" PVC PIPE (PERFORATED) SD-27 6" PVC PIPE (NON-PERF.) SD-42 6" PVC PIPE (NON-PERF.) SD-49 6" PVC PIPE (NON-PERF.) SD-56 6" PVC PIPE (PE EXISTING CONTOUR BEGINNING INV.=717.39 BEGINNING INV.=728.43 BEGINNING INV.=721.47 BEGINNING INV.=715.68 BEGINNING INV.= 3EGINNING INV.=716.52
® EXISTING STORM DRAIN ENDING INV.=715.05 ENDING INV.=727.50 ENDING INV.=716.00 ENDING INV.=711.85 ENDING INV.=714 =NDING INV.=714.67 M1 o OF G~''ADNG \ LSOR MATTING \ o ~ ~
400 LF ®0.59% 71 LF ®1.31 % 135 LF ~ 4.05% 189 LF ®2.03% 370 LF ~ 0.50% EXISTING DROP INLET 370 LF ~ 0.50% ~ ~ - - o O
I SD-21 6" PVC PIPE (NON-PERF.) SD-28 6" PVC PIPE (PERFORATED) SD-43 6" PVC PIPE (PERFORATED) SD-50 6" PVC PIPE (PERFORATED) o ..~~h S N ~ ~ z
EXISTING FAA CABLE BEGINNING INV.=717.39 BEGINNING INV.=733.36 BEGINNING INV.=725.24 BEGINNING INV.=719.93 ' ENDING INV.=716.00 ENDING INV.=728.43 ENDING INV.=721.47 ENDING INV.=715.68 - o
~ -699- PROPOSED CONTOUR (BY OTHERS) 94 LF ®1.48% 317 LF ®1.56% 415 LF ®0.91 % 344 LF ®1.24% d o
1 ~ -700- ~ PROPOSED INDEX CONTOUR (BY OTHERS) SD-22 6° PVC PIPE PERFORATED SD-29 6" PVC PIPE NON-PERF. SD-44 6" PVC PIPE PERFORATED SD-51 6" PVC PIPE PERFORATED 1NV=733.36
,,,r ( ) ( ) ( ) ( ) - ~699~ PROPOSED CONTOUR BEGINNING INV.=720.22 BEGINNING INV.=727.36 BEGINNING INV.=721.85 BEGINNING INV.=718.57 J \ z
f ! ENDING INV.=717.39 ENDING INV.=726.50 ENDING INV.=721.47 ENDING INV.=715.68 ~ W \
. ~700~ PROPOSED INDEX CONTOUR 400 LF ®0.71% 73 LF ®1.18% 76 LF ®0.50% 286 LF ®1.01% N ~ ~ Z d O Z
¦ PROPOSED STORM DRAINAGE STRUCTURE SD-23 6" PVC PIPE (NON PERF) SD-30 6" PVC PIPE (PERFORATED) SD-46 6" PVC PIPE (NON PERF) SD-52 6" PVC PIPE (NON PERF.) - - - n ~ O ~
r BEGINNING INV.=720.22 BEGINNING INV.=733.36 BEGINNING INV.=720.06 BEGINNING INV.=714.50 - 0 ~ PROPOSED STORM DRAINAGE MANHOLE ENDING INV.=719.00 ENDING INV.=727.36 ENDING INV.=714.33 ENDING INV.=708.00
93 LF ®1.31 % 400 LF 1.50% 127 LF ®4.51 % 125 LF ~ 5.20% ~ ~o ~ `I~ - ~ ~~w ~ C9
PROPOSED STORM DRAINAGE PIPE I N ~ Q
- - - } PROPOSED SILT FENCE SD 24 6" PVC PIPE (PERFORATED) SD 31 6" PVC PIPE (NON-PERF.) SD 46 6" PVC PIPE (PERFORATED) SD-53 6" PVC PIPE (PERFORATED) BEGINNING INV.=723.64 BEGINNING INV.=720.26 BEGINNING INV.=721.85 BEGINNING INV.=716.51 . ~,r~ ~ 1 ~ 1 - ~ - ~ Q
PROPOSED CHECK DAM ENDING INV.=720.22 ENDING INV.=718.15 ENDING INV.=720.06 ENDING INV.=714.50 o ~
7 420 LF ®0.81% 90 LF ~ 2.34% 357 LF ®0.50% 401 LF ®0.50% I~ _ - s
Q / ~ ¦ ~ PROPOSED INLET PROTECTION L SD-25 6" PVC PIPE (NON-PERF.) SD-32 6" PVC PIPE (PERFORATED) SD-47 6" PVC PIPE (NON-PERF.) SD-54 6" PVC PIPE (PERFORATED) Q
- ~ ~ PROPOSED CONSTRUCTION LIMITS BEGINNING INV.=723.64 BEGINNING INV.=727.36 BEGINNING INV.=718.57 BEGINNING INV.=716.52 ~.r' ~ ~ o ~ ~ w
' ~ ENDING INV.=722.00 ENDING INV.=720.26 ENDING INV.=711.85 ENDING INV.=714.50 W PROPOSED ROCK INLET PROTECTION % % % % ° ' 122 LF ®1 34 0 410 LF ®1.73 0 108 LF ®6 22 0 ~ ~_1 ~l 176 LF ®1.15 0 ~ w ~
W \ ~ PROPOSED EXCELSIOR MATTING SD-26 6" PVC PIPE PERFORATED SD-33 6" PVC PIPE PERFORATED SD-48 6" PVC PIPE PERFORATED SD-55 6" PVC PIPE NON-PERF. r
o SD-28 D-s.a3 ~
PROPOSED CONCRETE PAVEMENT BEGINNING INV.=728.43 BEGINNING INV.=727.31 BEGINNING INV.=720.06 BEGINNING INV.=714.67 ENDIN INV.=723.64 ENDIN INV.=720.26 ENDIN INV.=718.57 ENDIN INV.=704.19 ~ Z v? G G G G _ CO TOP= 733.48
~ PROPOSED PAVED SHOULDER 284 LF ®1.69% 403 LF 1.75% 298 LF ®0.50% 130 LF ®8.06% 0 _ J ,-W ~ ~ ~ , ~ - SD-30 ~ INV.= 730.36 ~ N ~ ~ ~ TW N STA: 27+00
~ f t / ie
W , 2 CD-6.83 O _ 1 ~ ap
r` - ~ 1 , I ~(f, V p O it l~ ~p O
~ J_
Q` _ - ~ ~ ~ N
d _ Ul Ul O ~p ~ ~ ti ~ I 0] 0] N W W d U U N~ d Q
~
~ :f--- ~ I 1 m z 0 ~ o
l.. m w r. / Q W Z m ~ ~ ~ ~
~ 1 ~ t E.Z((CELSIOR MATTING p N ~ z w w z~~ ~ ~'y INV=728.4_3 ~ ~ ~ ~ ~ ~ U W
r~. r SD-2 $ ~ _ \ f w ~ ~ ~ z Q
' j , ' ! ~ d d ~ U ~ J
-b , ~ l ~ ~ I ~
! ~ SEQIM T T AP S -4 #
- HEIGHIT OF 7 FT. ~ C8-HEADWALL DIMES S: 224'X80'X5.5' FT. _ E S LOUT ~ ~ ' IN = 27.50
2 T
~ ~ ~ ~ ~ { ~ 42" INV IN=705.50f r a ~ 2 1
~ Z 720 ~ r D-6.83 .---''a -6.83
~ , I ` 725 ~ SD• 9 ~ ~ H
715 710 ~ ~ ~ ~ - _ - - + ~ OC O f ~ boo
720 O CD-6.8 ~
715 I INV=727.36 0 ~ ~
~ ~
710 - , ~ INoo 50 _ o
I -
Y 715 LLOUT e 1
- II IN~=722.0 s SD-26 1.7~ ~ ~
m - _ _
_ - _ - - = al SPILLOUT O TOP= 72 .9 . CO TOP- 719.34 N V- 16.66 CO TOP 721 ~ V~ ~ .00 - - _ V.= 2 = ~ INV.= 0 _ ° F
• - TW V STA:33+99.75 _ TA: 37+99.75 TA: + . 8 _ \ SD-25 ~
OFFS $D~i, O~FSFT: 40.50 - SD-23 -@FFSET: 41.57 . o - ~ o Z
INV=720.22 _ ~ ~ W N
SD-20 SD-22 SD-24 _ ~ INV=723.64 Z
INV=717.39
+00 34+00 35+00 36+00 37+00 8+00 39+00 40+00 41+00 42+00 43+ 43+00 +00 45+ 46 00 SD-32
J
I I I I - I I I I T I I O
N ~ INV=720.06 )6
CD-6.83
- INV=716.52 INV=718.57 _ ~ - - - -
SD-56 ~ 720 ~ ~
- ~ ~ SD-48
\ / SD-48 ~
~ ~ W
+ ~ D-45 _ N
"ti O \ INV 721.85 ~ ~
O / CO = 727.40 t - 723.38 Z
SD 54 ' - 71.7 _ SD-51 2 _ ~
~ _ 715 - - TW N STA: + 5.50 Q ~ p OFFSET: 40.50 ~ ~
_ _ _ ,
c-. - r IP-6.52 CD-6.83
IP-6.52 , . ~ e - o - 9 } _ 1~o sD 1 ~ ~ W ~ w 4'~ R P _ a Q
~ e _ _ m-- e ~ ~ _ ~
-~O J 1 IP-6.52 1 ~ ~ ~2~ ~ _ IP.~-6-r.~ SNP SD-31 i IP-6.52 J Z IP-6.52 W
+ ~ ~ , O 717
D- 2 O COI r' / ~ ~ CONTRACTOR SHALL D D-42 0 = Q D ~
°f ~ ~ ~ ORI INV 714.50 SD 9 r' ~ ~ _ r-- ORDERING STRUCPRIRE _ I INV=7 .26 -CENT CTOR r ALL FIELD ~ p~ W VERIFY INVERT PRIOR,., Q
n 0 = 1.47 I Of3Q~Rl~ RE. a ~ ~
T ~ ~ -f` -
INV=715.68 m a 3 h ~ ~
/ t
- / ~ ~ Q ,o ~ ~ a m
. ~ w ~ _ - ~ a
O O ~ PROPOSED D CT ~ O
- -1 BANK (BY T S) o
/ SD- 3 SD-5 0 6 SD-43 I -39 /1ti Q
z
NOTES: EROSIO EROSION CONTROL ~
V V-9 ~/-1O 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON 3. FOR STORM DRAINAGE INFORMATION, SEE THE STORM DRAIN 6. THE UNCLASSIFIED EXCAVATION SHALL BE DISPOSED OF IN
THE PROJECT FOR THE COMPLETE DURATION OF THE PROJECT. PROFILES. THE WASTE AREA STOCKPILE. ALL OTHER WASTE MATERIAL THIS THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. ORIGINALL SEALED BY RONALD A. SEALED BY C. BRIAN
2. ALL OF THE FOLLOWING SHOULD CONFORM TO THE NORTH 4. UTILITY LOCATIONS WILL NEED TO BE FIELD VERIFIED BOTH IN SEALED I
_ CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND LOCATION AND IN DEPTH PRIOR TO ORDERING ANY PRECAST 7. SEE PART A SHEETS 75 AND 76 FOR UNDERDRAIN DETAILS. NUMB S GEIGER, P.E., LICENSE 1 1 J` SALYERS, N.E., LICENSE V~10
DESIGN MANUAL. STRUCTURES OR INSTALLING ANY PIPE TO PREVENT ANY NUMB 50 25 0 50 100 150 SEPTEMI NUMBER 14613 ON NUMBER 025680 ON ENGINEERING&PLANNING CONSULTANTS SHT. 1
UTILITY CONFLICTS. THIS MED SEPTEMBER 3, 2008. AUGUST 29, 2008. THIS 4944P(WAYPLAZABOULEVARD,SUTTE350 THIS MEDIA SHALL NOT MEDIA SHALL NOT BE
TEMPORARY SILT FENCE SF-6.62 BE CO HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 BE CONSIDERED A of the Carolinas CONSIDERED A CERTIFIED
INLET PROTECTION IP-6.52 5. INSPECT ALL SEDIMENT AND EROSION CONTROL MEASURES AFTER SCALE IN FEET CERTIFIE CERTIFIED DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
SHEET INDEX CHECK DAM CD-6.83 EACH RAINFALL, MAKE REPAIRS AS NEEDED, AND REMOVE SEDIMENT. 1 50' 1 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com OF

I u ~ r $ _$g ~ t ~ I FXISTIN ,~STR~~TUR~.AN BE-~AA cn ~ ~
= IP-6.52 , i 7 IP-6.52 INV=70 .75 ~ US D. _ ~
O i i ~ w 0
SD-34 INV= 04.2 06~~~ _ ~ ~ o
ONTRACTOR SHALL FIELD / POWER AND CONTROL CABLES w 1
ERIFY INVERTS PRIOR IN =702.18 ° ~ t ` - BY OTHERS. PROTECT FROM DAMAGE RDERING STRUCTURE. 0
{ p5 - - 706
1 SD-5 SD-35
~ , I I ~ ~ SD-40 SD-64
A~, ~ uL ~ FAA L I I ~ ~
O + , z _ o z
CO TOP= 706.09 D CT BAN DUCT BANK ~ ~
INV.= 703.66 ~0~ w ~
TW S STA:40+17.83 PROPOSED DUCT 707 OFFSET: 40.69 .__--'f ~ ~ ~ CO ROL CABLE BY OTHERS
fps BANK (BY OTHERS) p PROPOSED DUCT PROTECT FROM DAMAGE z
CONTROL CABLE BY OTHERS I ~ I BANK (BY OT ~
POWER AND CONTROL PROTECT FROM DAMAGE
BY OTHERS. P T FROM AGE CONTROL CABLE BY OTHERS , W
PROTECT FROM DAMAGE ~ ~ 1 1 0 0
~ ~ j~~1
N 18RRDR-1 18RRDR ~ ~ Q
J
708 )8 / \ INV=706.97 fem..- ~ ~
X13
13* ~ * 8RRDR TYP, / cn \ ~ 13*
18RRDR* TYP ~ INV-704.65 ~ INV=705 33 ~ 'INV-706.13 r ~ ~ o \ / 18RRDR* TYP. 706.1 j o ~ _ f. _
~ 71 NOTES: ~ 00 0 0 ~ o
_ 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON o N
- ~ THE PROJECT FOR THE COMPLETE DURATION OF THE PROJECT. ~ m o m ~ ~ ®
~ ~ - m m N d W d
+ ~ ~ r'"` 2. ALL OF THE FOLLOWING SHOULD CONFORM TO THE NORTH ~ ~ N ~ m Q CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND

2 ~ '"f ~ 12 DESIGN MANUAL. m W o} m o
p~ n., TEMPORARY SILT FENCE SF-6.62 °w ~ ~ m ° ~
- _ - _ ~ - INLET PROTECTION IP-6.52 ~ ~ ~ ~ ~
' ~ r * , #12-~ ~ _ e_.... CHECK DAM CD-6.83 w o o ~ z Q
r o m m o v o _ _
3. FOR STORM DRAINAGE INFORMATION, SEE THE STORM DRAIN a' PROFILES.
17*
W * ~ - . > _ + _ _ 4. UTILITY LOCATIONS WILL NEED TO BE FIELD VERIFIED BOTH IN
+ 13 4 ~ - i ~ ~ LOCATION AND IN DEPTH PRIOR TO ORDERING ANY PRECAST
18RRDR* TYP. O ~ 18RRDR* TYP. O I STRUCTURES OR INSTALLING ANY PIPE TO PREVENT ANY
~ ~ ~0 ~ UTILITY CONFLICTS.
I " - _ V1
~ / INV=705.18 17* 13* 13* + ~ ~ ° 5. INSPECT ALL SEDIMENT AND EROSION CONTROL MEASURES AFTER ~ F
INV-7 47 18RRDR* TYF ~18RRDR* TYP. O EACH RAINFALL, MAKE REPAIRS AS NEEDED, AND REMOVE SEDIMENT. ~ ~ 12
20- 119 J #19* 6. THE UNCLASSIFIED EXCAVATION SHALL BE DISPOSED OF IN
w rn ~ 709 w THE WASTE AREA STOCKPILE, ALL OTHER WASTE MATERIAL ~ ~
SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. 0
~ 70 ~ I ~ " INV=70: 7 n ~ I~ INV=705.7 `INV=705.99
„--g ~ OQ 1 J + ~ 8RRDR 7. SEE PART A SHEETS 75 AND 76 FOR UNDERDRAIN DETAILS.
J _ / a
` O _ SD 85 , . ~ - ~ _ ~0 1 CO - 705.55 5
NV.- INS T'A'B ~ Z
' S STA:44+66.92 ~19* -°'1 OFF 3.15 2" DUCT W ~ ~ O
FAA C CABLE 06 IP-6.5 ~ ~ 2
~ ' - - - - u ® _ 1, PIPE LOC~ONS, ANGLES, ~ 0
` -2 / 3" DUCT 2" DUCT ° ~ o • - Uk I I AVERTS ARE ~ Z
~ . - ~'pw a APPR~XI ATE. NTRACTOR ~2~ ~ ~ ~ ~
R ~ o- I I SOAOR ER N1 G. RIFY PRIOR T ~ ~ ~ F
~ cn ~ r ~ ~ /
~ ~ I, o $ _ , 2
S ~ GRADE ~0 ~ t,~y DRAIN / ~ FAA CONTROL CABLE I E-1
SD-87 i' ~ ~ RAP ,r a v ~ ~ - ~ CONTR{ IP-6.52
o _ SD-82 I FAA
to ~ SD-79 _ ~ \ ~ 0* J
f , ~ ~ _ ; ;
o ~ ~ - o C o r ~ u20* ~ ~ ,
INV=700.50 r CaC _ - L~
w
Q + CONT S FIELD - ~ O VERIFY INVERTS PRIOR
O BB 2 DUCT ORDERING STRUCTURE. I I
~ ` J I v* _ i i , o
O r 1 S
CTS I 1' IP-6.52 J ( ~ IP-6.52 - I : ~ + ~ ~ / 17,19
SD 81 IN ,9$,:30 20*- ~ f - - SD-81 / 54" RCPT' ~ ® ~
~ ~ ~
w` ~ -86 ~ S 8 - ~ q
o ' _ ] 20-120 E-3 #4 1 N fir';;. i INV=704.45 ` ~ ~ - a J
Z ~ ~ J ' s ~ . r 3 a II
~ r> + r 2 DU INV=703.97 ~ ~
CO ~P= 700.18 u--~ - ~o~ ~ C7 ~ Q
INV':= 696.81 Y ~ - ~ a '~e ~ ` LL ~
'7W S STA: 46+60.48 ( ~ J /r L OFFS SD-83 ~ z p
r ~ v SD-83 ~ ~ ~ W Q
Q LEGEND . , 'a / °o \ sD-so ~ J ~ ~
J EXISTING CONTOUR / \ Q ~W
r l - \ ~ ~ INV=705.65 ~ ~ 710 ~ .-f ~ o~ W
- - - EXISTING STORM DRAIN \ - i - /f/ ~ xrx ~ ~ q9 r ~
EXISTING DROP INLET ` .:J:' q9 - - _ _ _ INV=707.80 a ~ ~ - ~ Zv
EXISTING FAA CABLE
m 0
-699- PROPOSED CONTOUR (BY OTHERS) 15 SUB-DRAIN SUMMARY
-7oa- ~ PROPOSED INDEX CONTOUR (BY OTHERS) 15 f,,
SD-78 6" PVC PIPE NON-PERF. SD-83 6" PVC PIPE PERFORATED ~ 699 PROPOSED CONTOUR ( ) ( ) I:" / BEGINNING INV.=704.45 BEGINNING INV.=705.65 N ~ ~ ~
e e ' L 700 PROPOSED INDEX CONTOUR ENDING INV.=698.29 ENDING INV.=703.97 SD-5 6" PVC PIPE (PERFORATED) SD-39 s" PVC PIPE (NON-PERF.)
~ 116 LF ®0.53% 336 LF ®0.50% BEGINNING INV.=704.65 BEGINNING INV.=703.75 X15 X15 ~ #13, 16N, 12, T'8; o
¦ PROPOSED STORM DRAINAGE STRUCTURE ENDING INV.=702.68 ENDING INV.=700.50 ~ SD-79 6" PVC PIPE (PERFORATED) SD-84 6" PVC PIPE (NON-PERF.) 395 LF ®0.50% 142 LF ®2.29% 18RRDR ~ o
PROPOSED STORM DRAINAGE MANHOLE BEGINNING INV.=705.99 BEGINNING INV.=700.50 u20 #17, u19 w
ENDING INV.=704.45 ENDING INV.=700.00 $D-34 6" PVC PIPE (NON-PERF.) SD-40 6" PVC PIPE (PERFORATED) PROPOSED STORM DRAINAGE PIPE 307 LF ®0.50% 89 LF ®0.56% BEGINNING INV.=702.18 BEGINNING INV.=706.13 N
PROPOSED SILT FENCE ENDING INV.=700.77 ENDING INV.=703.75 o _ _ 7- - _ I i Z
$D-80 6" PVC PIPE (PERFORATED) $D-85 6" PVC PIPE (PERFORATED) 167 LF ®0.84% 355 LF ®0.67% EROSION CONTROL ~
PROPOSED CHECK DAM BEGINNING INV.=707.80 BEGINNING INV.=705.18 EROSO V V-9 V-10 ENDING INV.=704.45 ENDING INV.=700.50 $D-35 6" PVC PIPE PERFORATED $0-64 6" PVC PIPE PERFORATED
( ) ( ) THIS • PROPOSED INLET PROTECTION 356 LF ®0.94% 337 LF ~ 1.39% BEGINNING INV.=705.33 BEGINNING INV.=706.97 THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
~ ENDING INV.=702.18 ENDING INV.=704.24 ORIGINALL SEALED BY RONALD A. SEALED BY C. BRIAN
PROPOSED CONSTRUCTION LIMITS SD-81 6" PVC PIPE (NON-PERF.) SD-86 6" PVC PIPE (NON-PERF.) 315 LF ®1.00% 323 LF ®0.85% SEALED I
aw viv vu vv.=iua~i owivvivu ivv.=oyo.uu OEIGEH GEIGER, P.E., LICENSE 1 L` SALYERS, N.E., LICENSE V~11
PROPOSED ROCK INLET PROTECTION ENDING INV.=702.70 ENDING INV.=692.00 73 LF ®1.74% 186 LF ®3.39% 50 25 0 50 100 150 NUMBER 1~ NUMBER 14613 ON MARCH NUMBER 025680 ON ENGINEERING&PLANNINGCONSULTANTS SHT. 17, 2008. THIS MEDIA MARCH 17, 2008. THIS 4944P(WAYPLAZABOULEVARD,SUTTE350
0 PROPOSED EXCELSIOR MATTING 17, 2008 SHALL NOT BE MEDIA SHALL NOT BE
SD-82 6" PVC PIPE (PERFORATED) SD-87 6" PVC PIPE (PERFORATED) SHAL 0 PROPOSED CONCRETE PAVEMENT BEGINNING INV.=705.70 BEGINNING INV.=704.47 CONSIDER[ HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 CONSIDERED A CERTIFIED of the Carolinas CONSIDERED A CERTIFIED
ENDING INV.=703.97 ENDING INV.=698.30 SCALE N FEET DO 0 PROPOSED PAVED SHOULDER DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
SHEETINDEX 307 LF ® 0.56% 457 LF ® 1.35% 1 =50' 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com OF

~ ~ - FAn I ~ AA Cviv ~ , sr, ~,u _ ' ! 1 + 1 ~ I ~ o -FAA
INV=715.68 rn
_ ' d'' 1~h Q ~
v '`f f o ~n
- -1 W ~ ,,r'° o
O
s,, O ~ p PROPOSED D CT
~ BANK (BY T S)
~ SD- 3 SD-5 ,,t'
' rr ~ SD-43 -33 1~6 _
- z _ ~ I ~ o_ z
' DU BA CT BAN ~
r~0 ~ 1 , ~r'° I ~ W U
CONTROL CABLE BY OTHERS ~ ~ CONT CABLE BY OTHERS ~ CO TOP= 727.21 GJ 1 ~ 125 INV.= 72 . N ~
PROTECT FR DAMAGE ~ + PROP ED DUCT PR ECT FROM DAMAGE TW V STA: 45+ 9.36 - +
p B K (BY OTHERS) _ _ J OFFSET: 4 .12 O CO ROL CABLE BY OTHERS ~
,1 ~ 1 OTECT FROM DAMAGE ~ 18R o
CO TOP= 719.63 18 DR-115 w
J INV.= 715.50 '
TW V STA: 36+37.,5 ~ ! OFFSET: 400.00 >ti ~ r it ~ ~ ` ~ ~ ~ ~
- 126 / ~ 1 _ w
/f - r 18RRDR ,O w
~ _ 729 ~
\ 121 - / w \ ~ N ~ ~ ~n
INV= 71 .93 INV=716.51 ~ O
O 18RRDR TY 13* INV=725.24 ~ - ~ \ _ 18RRDR* TYP: / 129 p ~ -
1 ~ ~ _ ~ wJ I~ ll
~'~J ~~~:1. O 0 ~ N
O INV=727.31 ~ ~
LEGEND ° s o ,r ~,,r
EXISTING CONTOUR ~ rrf U U N~ d Q
~
- EXISTING STORM DRAIN } ~ m W p m 0
EXISTING DROP INLET /r
s Z R C R C 12 R - R C EXISTING FAA CABLE ~ . • R C i R C R C, ~ R C W R C R C o~~ m o~
O -699- ~ PROPOSED CONTOUR (BY OTHERS) ` -
~3°' CONDUIT TYP. S ~ o o Q w w w ~ ~ ~ z Q
-700- ~ PROPOSED INDEX CONTOUR BY OTHERS ~ ~ ~ ( ) X21 ~ GL~- -c \ ~ ~ d d ~ U ~
699 PROPOSED CONTOUR ~ ~ ~ 21
\ /700 PROPOSED INDEX CONTOUR / _ ~
¦ PROPOSED STORM DRAINAGE STRUCTURE ~ ~ * * # 13 ~ 13
' 18RRDR* '`.°P. 18RRDR* 1 PROPOSED STORM DRAINAGE MANHOLE 1t1 Fi~
~ hKL1K* I TF'. • ~ ~ ~ PROPOSED STORM DRAINAGE PIPE _ - \ / 1 > ~ ~ Vf
I I ~ J :l VJ PROPOSED SILT FENCE ?1 + 18RRDR~
~ \
PROPOSED CHECK DAM 16N,18 o INV-727.05 ~ ~ I.N.1/...-..7.7 ~i.....4.4..\ ............................................................................................................C............................
~21~ r . PROPOSED INLET PROTECTION IP-6. 2 18
- ~ PROPOSED ONSTRU TION LIMITS * ~ 16 C C ~ 17 ~ blAo
~ , L o _ - X18-1~ ' ;
' PROPOSED ROCK INLET PROTECTION \ w 1. ~ h ~ \ w ~ 9 ~ ~ 0<
0 PROPOSED EXCELSIOR MATTING - s ~ \ \ X18 18*
IN '718.08 PROPOSED CONCRETE PAVEMENT INV=7 .38 ~ ~ ~ p
1 ~ , 18RRDR 16 ~ ~
PROPOSED PAVED SHOULDER 18,;;16N
l ~`21 ~ 00 DUC LE
\ .
' ~ - ----~,OTROL-AB
1L3~-~-~ L ~
6N ~ ~ \ p 1g~------- --...............................t.........................................................................J..........................................---- W
-IT
~e ~ ~ _ , I \ SD-69 \ _ N s Z
r+~y ~ .,l ~ ~ ...,,a„ ``1~"' 0 ~
~ 60.00' , - - - -
?7 O SD 73 \ DUKE POW 1W DUKE PO 1 1 +
_ - - O ~ ~ ~ I DUKE POW \ ~ - -
O ~ ` ; O
1' INV ~ 724.86 I
~ , 2" DUCT
' D-76 a ( e ~A *
SD 66
a;, ~ ~17* INV=723.06 ~
I ~^'a~LL SUB DRAIN CLEANOUT - -18* ~ (NC;: ~''AY ITE1vT~`
~ 1
N , D-71/ ~ I tJ
_ - O _ _ 3 + E-6 IP-6.52 ~ ~ IP-F.52 G',. IP 6.52 E-5 CD s.8. O a"' 18*~ #17* ~ p
O r \ ~ _ 48' RCP _ _ _ I ~ ~ tj
~r ~ e _ ~ , , ~ NOTES: - Z -
;ONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON 1 IP-6.5 ~ - a ~ o
' 18RR RI-116 1. THE CONTRACTOR / 'ROJECT FOR THE COMPLETE DURATION OF THE PROJECT,
~ INV=713.75 D- CO TO L F4~D" THE PROJECT FOR _ SD 5 _ ~2 VER'~ .11~•VER~ P-R~OR--- _ 3 _II \ a - INV=724.00
- ° ti~ "bRDERING ST URE. 2. ALL OF THE FOLLC ~F THE FOLLOWING SHOULD CONFORM TO THE NORTH ` - - - _ W ~
1 INV=716.08 7 CAROLINA EROSION _INA EROSION AND SEDIMENT CONTROL PLANNING AND ~ 129 \ SD-68 ~ ~l _ ~ ~ - - Q ~ Q
- I 18-1. - ~ DESIGN MANUAL. N MANUAL. ~ \ ~ ~ H Q LL ~
r N a J~~_ J ~J O (n
~ TEMPORARY SILT F INLET PROTECTION )RARY SILT FENCE SF-6.62 N ~ W a
_ CHECK DAM PROTECTION IP-6,52 p \ / ~ ' - .14 J ~ C DAM CD-6.83 p ~9 J Q ~
k r~ti SD-74 ~ ~ 1 11 .:;i.: Q
~ ~ INV=722.04 _ ~ 3. FOR STORM DRAIN, ~ r; _ NORM DRAINAGE INFORMATION, SEE THE STORM DRAIN ~ ~ p~ W
. - ~ - . _ ~ - ~ PROFILES. ( LES. 1 ' r _ a ~ _
- _ ~5 ,
, 4. UTILITY LOCATIONS HIV Y LOCATIONS WILL NEED TO BE FIELD VERIFIED BOTH IN r _
LOCATION AND IN / s PION AND IN DEPTH PRIOR TO ORDERING ANY PRECAST ~ Z v
"`~~21 - STRUCTURES OR IP NV=715.38 / r UTILITY CONFLICTS ;TURFS OR INSTALLING ANY PIPE TO PREVENT ANY ~ - 17* m Q 3 Y CONFLICTS. / ~ ~ ~ w
~ ~ ~
1 N /r r , ~5. INSPECT ALL SEDI~ e r CT ALL SEDIMENT AND EROSION CONTROL MEASURES AFTER _ W__ ~ Q
- , a, - ~ - -III } .II '-III p - _ - - _ _ EACH RAINFALL, M a r O RAINFALL, MAKE REPAIRS AS NEEDED, AND REMOVE SEDIMENT. ~ " ~ " ~ " " a ~
_ ~ SUB-DRAIN SUMMARY X15 0
6. THE UNCLASSIFIED ;e - - . 1NCLASSIFIED EXCAVATION SHALL BE DISPOSED OF IN _ o
SD-33 6" PVC PIPE (PERFORATED) SD 66 6" PVC PIPE (NON-PERF.) SD 70 6" PVC PIPE (PERFORATED) SD 74 6" PVC PIPE (PERFORATED) THE WASTE AREA BEGINNING INV.=727.31 BEGINNING INV.=724.86 BEGINNING INV.=725.44 BEGINNING INV.=722.04 VASTE AREA STOCKPILE. ALL OTHER WASTE MATERIAL
\ I ~ N ~ ENDING INV.=720.26 ENDING INV.=718.61 ENDING INV.=723.06 ENDING INV.=716.08 SHALL BE DISPOSE N . BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. * , ~ w 22~ ~ Q
403 LF ®1.75% 148.5 LF ®4.21% 358.5 LF ®0.66% 314.5 LF ®1.90% 7° SEE PART A SHEET ART A SHEETS 75 AND 76 FOR UNDERDRAIN DETAILS. ~ z
SD-43 6" PVC PIPE (PERFORATED) SD-67 6" PVC PIPE (PERFORATED) SD-71 6" PVC PIPE (PERFORATED) SD-75 6" PVC PIPE (NON-PERF.) EROSIO EROSION CONTROL ~
V V-9 V-10 BEGINNING INV.=725.24 BEGINNING INV.=727.05 BEGINNING INV.=724.00 BEGINNING INV.=713.75
ENDING INV.=721.47 ENDING INV.=724.86 ENDING INV.=723.06 ENDING INV.=708.47 THIS 415 LF ®0.91% 295 LF ®0.74% 60.5 LF ©1.55% 225 LF ®2.35% ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
50 25 O 5D 1 QO 150 $D-5A fi" PVC PIPF (PFRF~RATFfII SD-BA fi" PVC PIPE (PFRFf1RATF~1 SD-72 fi" PVC PIPF (N(1N-PFRF 1 SD-76 fi" PVC PIPE (PFRF(1RATFIII SEALED I SEALED BY RONALD A. SEALED BY C. BRIAN
BEGINNING INV.=719.93 BEGINNING INV.=727.14 BEGINNING INV.=716.08 BEGINNING INV.=716.38 GEIGER, P.E., LICENSE 1 L` SALYERS, N.E., LICENSE V~12
ENDING INV.=715.68 ENDING INV.=724.86 ENDING INV.=713.40 ENDING INV.=713.75 NUMBER 1, NUMBER 14613 ON MARCH NUMBER 025680 ON ENGINEERING&PLANNING CONSULTANTS SHT. 1
SCALE IN FEET 344 LF ® 1.24% 254.5 LF ® 0.90% 109 LF ® 2.46% 284.5 LF ® 0.92% 17, 2008 SHAL 17, 2008. THIS MEDIA MARCH 17, 2008. THIS 4944P(WAYPLAZABOULEVARD,SUTTE350 SHALL NOT BE MEDIA SHALL NOT BE
1 =50 SD-53 6" PVC PIPE (PERFORATED) SD-69 6" PVC PIPE (NON-PERF.) SD-73 6" PVC PIPE (PERFORATED) SD-77 6" PVC PIPE (PERFORATED) CONSIDER[ HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 CONSIDERED A CERTIFIED of the Carolinas CONSIDERED A CERTIFIED
BEGINNING INV.=716.51 BEGINNING INV.=723.06 BEGINNING INV.=718.08 BEGINNING INV.=715.38 DO ENDING INV.=714.50 ENDING INV.=719.97 ENDING INV.=716.08 ENDING INV.=713.75 DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
SHEET INDEX 401 LF ®0.50% 514 LF @ 0.60% 332 LF ®0.60% 272.5 LF ®0.60% 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com OF

CONSTRUCTION SEQUENCE 50' MINIMUM ENTERLINE --CENTERLINE OF o 00
DITCH / DITCH ~ ~
THE CONSTRUCTION SEQUENCE IS AS FOLLOWS: PUBLIC STREET _ #57 WASHED STONE ~ RIP RAP w o ® 1' THICK x 3' HIGH (MIN.) / /
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES NECESSARY
TO COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, _ _ ~ o
HEALTH AND NATURAL RESOURCES (JUNE 2006 VERSION) AND APPLICABLE STATE AND LOCAL LAWS AND - - \ =LSIOR EROSION CONTROL BLANKET > F(Ow~
ORDINANCES, AND PREVENT STANDING WATER WITHIN PROJECT LIMITS. EXCELSIOR EROSION 2. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS IN LOCATIONS SHOWN, IN ACCORDANCE WITH STATE 6" MINIMUM THICKNESS
STANDARDS AND WITH MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND TREES. CONTRACTOR SHALL - - - - - ~ - ~ - ~ ~ ~ PIPE j
RECEIVE PRIOR APPROVAL FROM ENGINEER BEFORE TREE REMOVAL FOR ACCESS ROAD CONSTRUCTION. AFTER P-156 FILTER FABRIC UNDER STONE CONSTRUCTION, CONTRACTOR SHALL REMOVE ALL REMNANTS OF THE ACCESS ROADS AND RETURN AREA TO AS EXISTING GROUND
GOOD AS OR BETTER CONDITION.
3. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR. ON ALL NEW OR DITCH LINI UNDISTURBED, UNPAVED DITCHES WITH A GRADE GREATER THAN 2%, AND IN OTHER AREAS AS DIRECTED BY THE 50' MINIMUM NOT TO iITCH LINER DETAIL ~ ~ f ~
INSPECTOR. INSTALL A TEMPORARY DITCH LINER OF FIBERGLASS ROVING ON THE DITCH BOTTOM AND SIDE SLOPES. NOTES: NOT TO SCALE ~ ~ ~
THIS TEMPORARY DITCH LINER WILL NOT BE MEASURED SEPARATELY FOR PAYMENT AND WILL BE CONSIDERED 1. EXCELSIOR MATTING SHALL MEET Tl INCIDENTAL TO THE PROJECT. SHALL MEET THE REQUIREMENTS OF SECTION ~ SEDIMENT STORAGE AREA ~ ~
4. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES, UNLESS OTHERWISE SHOWN ON THE 1060-8 OF THE NCDOT "STANDARC ;DOT "STANDARD SPECIFICATIONS FOR ROADS AND / \ ~ w U
DRAWINGS. ALSO, PROVIDE ADEQUATE MEASURES IN AREAS WHERE NATURAL VEGETATION DOES NOT PROVIDE A STRUCTURES WITH THE EXCEPTION SUFFICIENT BUFFER AND AS DIRECTED BY THE ENGINEER. WHERE SILT FENCE AND TREE PROTECTION CONFLICT, ~ PUBLIC STREET MATTING. THE EXCELSIOR MATTING IELSIORXMATTING ~HALLEHAEVE A MINIMUM W IGHTIOOF / / I I 1 1 ~ ~
STOP SILT FENCE AT TREE PROTECTION. ~ 0.73 POUNDS PER SQUARE YARD. SQUARE YARD. THE MATTING SHALL BE INSTALLED IN Z
5. PROVIDE INLET SEDIMENT FILTER AT ALL NEW STORM INLETS. INLET PROTECTION MAY BE REQUIRED AT EXISTING ~ ACCORDANCE WITH MANUFACTURER INLETS IN THE EVENT SEDIMENT WILL RUN DOWNSTREAM TO AN EXISTING INLET. INLET PROTECTION SHALL CONSIST ~ 2. THE DITCH LINER THAT WILL BE US MANUFACTURER'S RECOMMENDATIONS. PERSPECTIVE VIEW U SAT WILL BE USED TO LINE THE DITCHES ON THE U
OF "BLOCK AND GRAVEL INLET PROTECTION" IN ACCORDANCE WITH THE DRAWING DETAILS. INLET PROTECTION PROJECT SHALL BE AMERICAN EXCI AMERICAN EXCELSIOR COMPANY CURLEX DOUBLE #57 WASHED STONE ~
SHALL BE INSTALLED ONCE GRADING IS NEAR COMPLETION. UNTIL THEN, INLET STRUCTURES WILL BE KEPT AT °0 NET (CURLEX II) OR SIMILAR APPR( SIMILAR APPROVED BY THE ENGINEER. ~ O
LEAST 2 FEET HIGHER THAN SURROUNDING GROUND. 3. EXCELSIOR MATTING SHALL BE INST 6. PROVIDE TEMPORARY ROCK SILT CHECK DAMS AT EACH STORM OUTFACE DITCH, AS SHOWN ON THE PLANS, AND DITCH A MINIMUM OF 50 LINEAR FE 'SHALL BE INSTALLED ALONG THE CENTERLINE OF THE SEDIMENT STORAGE ZONE O~P~' )F 50 LINEAR FEET FROM EACH INLET, BOTH DIRECTIONS, 1' W RIP RAP 5~~' ~
AS DIRECTED BY THE ENGINEER. UNLESS OTHERWISE INDICATED OR I INDICATED OR DIRECTED. ~ STORMWATER STORAGE ZONE ~ F~~~' ~
7. STOCK PILING OF EXCAVATED SOIL WITHIN THE PROJECT AREA SHALL BE PROHIBITED EXCEPT IN AREAS IDENTIFIED o A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A ON THE DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. ~~ly ~ w
8. WHEN CONTRACTOR'S EQUIPMENT IS REQUIRED TO CROSS A PUBLIC ROADWAY OPEN TO TRAFFIC, THE CONTRACTOR o STONE TO BE 2-3" COURSE AGGREGATE J CLASS B EROSION ~ ~ 3 w
WILL INSTALL CONSTRUCTION ENTRANCES ON EACH SIDE OF THE PUBLIC ROADWAY CROSSING, IN ACCORDANCE o THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT WITH THE DRAWING DETAILS. ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL CONTROL STONE ~ ~ ~'~~1 H ~ 2' PIPE
9. PERIODICALLY INSPECT AND REPAIR ALL EXISTING AND PROPOSED SEDIMENT CONTROL DEVICES. PERIODIC STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
INSPECTION SHALL BE DEFINED AS AFTER EACH RAINFALL EVENT OR WEEKLY, WHICHEVER IS MOST FREQUENT. THIS ,ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. INSPECTION INCLUDES ALL CROSS PIPES UNDER INTERSTATE 485 WHICH ACCEPT RUNOFF FROM THE PROJECT SITE. ,WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN 1' THICK NCDOT
10. PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL DEVICES UNTIL A VEGETATIVE WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN #57 WASHED STONE ~ 2' DEEP x 4' WIDE KEY MAX. SEDIMENT DEPTH
COVER IS ESTABLISHED. SEDIMENT SHALL BE REMOVED FROM THE EROSION CONTROL STRUCTURES WHEN IT HAS APPROVED SEDIMENT BASIN. _ (CLEAN OUT POINT) ~
ACCUMULATED TO HALF THE DESIGN VOLUME. REPAIR AND REPLACE ALL DETERIORATED MATERIALS FROM o FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL. - ROADWAY AND DRAINAGE DITCHES. MAINTENANCE WILL INCLUDE CLEANING SEDIMENT FROM WITHIN CROSS PIPES ,STABILIZED CONSTRUCTION ENTRANCE IS A TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE, AND SHALL BE VIII=1i~- 1,800 CU. FT/ACRE 5' MAX. SECTION o
UNDER INTERSTATE 485 WHICH ACCEPT RUNOFF FROM THE PROJECT SITE. REMOVED ONCE ALL HAULING IS COMPLETE. ONCE STONE IS REMOVED THE AREA SHALL BE SEEDED AND MULCHED I-III=~=_ ti' GENERAL NOTES ~ ~
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ANY UNSUITABLE ~-III=III=11 MATERIAL TO THE DESIGNATED WASTE AREA. THE CONTRACTOR SHALL OBTAIN ANY AND ALL STATE AND LOCAL STABILIZED CONSTRUCTION ENTRANCE -III ;~~=III = LOCATION W, ft. H, ft. RIP RAP ~ m O > ~ ~
APPROVALS FOR THE TRANSPORTING OF UNSUITABLE MATERIALS ALONG ACTIVE ROADS TO THE DESIGNATED WASTE -I~= 30" RCP 2 3.5 CLASS I 1. ROCK PIPE INLET PROTECTION SHALL BE USED TO m m N w m d
AREA AND PROVIDE COPIESTO THE OWNER FOR RECORD. NOT TO SCALE -III ;VIII=III=III=III=III=1 1=III=III=III=III=III=III 12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES UPON ESTABLISHMENT OF III III III III=III=III=I~=III=III=III _ _ _ _ _ 36" RCP 2 4 CLASS I PROTECT EXISTING/PROPOSED PIPE INVERTS. U U N U U Q -III-III-III-III-III-III-III-III-II n-nl-iii-n. 36" RCP 2 4 CLASS I 2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED
VEGETATIVE COVER AND COMPLETION OF PROJECT PHASE, UNLESS OTHERWISE DIRECTED. SILT FENCE AND CE-6.06 =III=III=III=III-III-III-III=III :I ~ I-I ~ I-I ~ I-~ ~ ~I I I-I ~ I-III-~ ~ ~I I I-~ III-III=III= UNLESS OTHERWISE NOTED. m Z O ~ o J1~=III=1~I=III ~I~ III ICI„I~I,;,~~ FILTER FABRIC 42" RCP 2 4.5 CLASS I w Z } m
TEMPORARY SLOPE DRAINS MAY BE REMOVED AND REUSED UPON APPROVAL OF INSPECTOR. 13. TEMPORARY SLOPE DRAINS ARE SHOWN ON THE DRAWINGS TO ILLUSTRATE GENERAL LOCATION AND SPACING. THE #57 STONE L =THE DISTANCE SUCH THAT POINTS CROSS SECT
CONTRACTOR WILL LOCATE THESE DEVICES BASED ON THE SEQUENCING OF CONSTRUCTION, DEPENDENT ON THE A AND B ARE OF EQUAL ELEVATION. )SS SECTION OVERFILL 6" FOR D ~p p ~ SETTLEMENT ROCK PIPE INLET PROTECTION ~ W W ~ v w
HEIGHT AND DIRECTION OF GRADING OF THE FILL OPERATION. ADDITIONAL SLOPE DRAINS MAY BE NECESSARY f DEPENDING ON THE PERFORMANCE OF EACH TEMPORARY SLOPE DRAIN TO ADEQUATELY PROTECT THE FILL SLOPES. 57 STONE tit
14. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED, SHALL BE INSTALLED A # g NOT TO SCALE w ~ ~ ~ = Q
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF WORK AREA. - - . 15. MAINTAIN RECORDS OF ALL ACTIVITIES ASSOCIATED WITH SEDIMENT AND EROSION CONTROL MAINTENANCE AND L ~ d d ~ U ~
INSPECTIONS INCLUDING: WEEKLY INSPECTION REPORT, DAILY INSPECTION REPORT, REPORT OF INSPECTION VARIES ~ IIII I ~ ~
IMMEDIATELY AFTER ANY RAINFALL EVENT WITH ~-INCH OR MORE OF PRECIPITATION. - NOTES. i DESIGN OF SPILLWAYS - I~ 1.5' COMPACTED SOIL 2' MIN
16. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE WITHIN EACH WORK AREA: - SPACE CHECK DAM IN A CHANNEL SO THAT THE CREST 1
OF DOWNSTREAM DAM IS AT ELEVATION OF THE TOE OF DRAINAGE AREA WEIR LENGTH ~ -I i FERTILIZING, SEEDING, AND MULCHING UPSTREAM DAM. (ACRES) (FT.) _ =
FERTILIZE, SEED, AND MULCH ALL AREAS DAMAGED BY CONSTRUCTION, REGARDLESS x rr 'rl' 2:1 SIDE SLOPE MAX ' ~
OF PREVIOUS CONDITION, AS OUTLINED BELOW: A 1 4.0 ~ - I- I~ EMERGENCY ~ 18" MIN f~
SEED BED PREPARATION: PREPARE THE SEED BED BY PULVERIZING THE SOIL 1.5' MIN. 2 6.0 ~ FILTER FABRIC _ IN AN APPROVED MANNER TO A DEPTH OF THREE 3 INCHES FOR FIELD s" MIN. 3 8.0 =1 ` BY-PASS 6" BELOW ~ I
O 4 10.0 I=L I I I CONDITIONS OR SLOPES THAT ARE 3:1 OR FLATTER AND TO A DEPTH OF ~ - - - 1:1
ONE 1 TO THREE 3 INCHES AS DETERMINED ON SITE FOR SLOPES STEEPER ` _ 5 12.0 III- O O _ IIIII~1:1 SIDE SLOPE MAX OFTDAM TOP I ~ H ~
THAN 3:1. TILL THE SOIL UNTIL A WELL PULVERIZED, FIRM, REASONABLY ~ 1 UNIFORM SEED BED IS PREPARED CONFORMING SUBSTANTIALLY TO GROUND ? I DIMENSIONS SHOWN ARE MINIMUM 3' MIN.
ELEVATIONS AS SHOWN ON THE PLANS AND/OR AS EXISTED PRIOR TO I ,i~ 6' TYPICAL ~ ~
CONSTRUCTION. THE DISTURBED AREA SHALL BLEND UNIFORMLY INTO ADJACENT I STONE SECTION TOPOGRAPHY. GOOD SURFACE DRAINAGE MUST BE PROVIDED, ALLOWANCES FOR \ I MAINTENANCE ~N 0 ~
SETTLEMENT MADE AND GROUND ELEVATIONS ADJUSTED ACCORDINGLY. VISIBLE I INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMEN- EMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL TEMPORARY DIVERSION DITCH
PONDING WILL NOT BE ALLOWED. REMOVE ALL STONES, ROOTS, STICKS, RUBBISH, I DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. F AND OTHER OBJECTIONABLE MATERIAL. P-156 FILTER FABRIC A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN Q
SOIL IMPROVEMENTS: INCORPORATE SOLID ADDITIVES IN AN APPROVED MANNER FACING. NOTES: NOT TO SCALE J
INTO THE TOPSOIL AT THE FOLLOWING RATES OR AS NEEDED ACCORDING TO SOIL A CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF T} ~E DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM 1. TEMPORARY DIVERSION DITCH SHALL BE CONSIDERED INCIDENTAL ~
TESTS.: OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EN CLASS B RIPRAP GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. r1ENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN TO THE PROJECT. / ~ Z
1. FERTILIZER - 1,000 POUNDS PER ACRE OF 10-10-10 FERTILIZER. EROSION CONTROL ~ 0
2. LIME - 4,000 POUNDS PER ACRE. STONE ~ STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM / CONSTRUCTION WITH SEEDING. ID DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER F
SEEDING: HYDRAULIC SEEDING SHALL BE UTILIZED UNLESS OTHERWISE #57 STONE / 2 I 0 t
SPECIFICALLY APPROVED BY THE ENGINEER. / SEDIMENT TRAP / 24" MAX.
1. THE SEED BED MUST BE IN GOOD, FRIABLE CONDITION AND NOT MUDDY at center NOT TO SCALE BAFFLE (TYP.) ~ ~ Z `~Q ~
OR HARD AT THE TIME SEEDING IS PERFORMED. _ P-156 FILTER NOTES: ST 6.60
2. APPLY SEED AT THE RATE SPECIFIED AND RAKE OR TILL INTO THE TOPSOIL WITH THE RESULTING FURROWS RUNNING ACROSS THE NATURAL SLOPE OF THE GROUND. UNDER FABRIC ~ EARTH BERM CC ~ W
NO CIRCUMSTANCES WILL ANY TILLING ACTIVITY BE ALLOWED PARALLEL WITH SAID SLOPE. / 1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES. 2. EARTH BERM SHALL BE STABILIZED W/ SEEDING ACCORDING TO NCDENR SPECIFICATIONS. TION S. Z F
MULCHING: MANUFACTURED MULCH SHALL BE UTILIZED UNLESS OTHERWISE SECTION A-A 3. SIDE SLOPES IN EXCAVATED AREAS SHALL NOT EXCEED 2:1.
SPECIFICALLY APPROVED BY THE ENGINEER. STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP 4. SEDIMENT TRAP IS A TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE.
SEEDING MIXTURES AND RATES OF APPLICATION SHALL BE AS FOLLOWS. ALL RATES ARE IN POUNDS WATER FROM CUTTING AROUND THE DAM.
PER ACRE AND ANY RATES LISTED BELOW MAY BE CUT BY 1/2 FOR TEMPORARY EROSION CONTROL STONE CHECK DAM MEASURES ONLY.
NOT TO SCALE 8'-0" MAX (STANDARD STRENGTH FABRIC W/WIRE)
SEEDING RATES PER ACRE) S•
* SLOPES 4:1 OR GREATER AND GRASS LINED CHANNELS CD-6.8 6'-0" MAX (EXTRA STRENGTH FABRIC W/OUT WIRE) OPEN-FIELD
80# TALL FESCUE 100# TALL FESCUE WIRE FENCE (14 GAUGE MIN)
50# PENSACOLA BAHIAGRASS 40# PENSACOLA BAHIAGRASS WITH 6x6" MESH 40# KOBE LESPEDEZA 10# KOBE LESPEDEZA PLASTIC OR
1,000# FERTILIZER (10-10-10) 1,000# FERTILIZER (10-10-10) WIRE INTO TRENCH
4,000# LIME 4,000# LIME _ INLET ZONE 35% OF SURFACE J
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE AREA
_ _ _ _ RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING,
BE PLANTED OR OTHERWISE TEMPORARY GROUND COVER, DEVISES OR STRUCTURES SUFFICIENT TO RESTRAIN ` ' ' FIRST CHAMBER
EROSION. PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING 25% OF SURFACE AREA ~ Q
DAYS OR NO MORE THAN 90 CALENDAR DAYS (PER GENERAL STATUTE 113A-57 PARAGRAPH (2) & (3)). ' Z
INSTALL EXCELSIOR MATTING IN ALL GRASS LINED DITCHES AND ON SLOPES 2.5:1 OR GREATER. SECOND CHAMBER J O
i i i 25% OF SURFACE AREA Q 0
LAY ONE BLOCK ON SIDE ON BOTTOM ROW EACH SIDE CONCRETE BLOCK OUTLET ZONE ~ Q
OF BASIN FOR DEWATERING ELEVATION "HOG WIRE ATTACHED 15% OF SURFACE ARE X Z
TO POSTS WITH LENGTHS Q 0 w J
- OF WIRE - - Q HORIZONTAL METAL POST J V U
i " A ~ i ~ ' STEEL POST i ti-_-1. WIRED SECURELY TO VERTICAL ~
. ~ ~ POSTS W
_ ' " ` BACKFILL TRENCH BACKFILL TRENCH l . l- ~ ~ - ~ ~ : - AND COMPACT AND COMPACT PERSPECTIVE VIEW J W
- ~ FILTER FABRIG BAFFLE INSTALLATION -STEP 1 I~ ~ THOROUGHLY x THOROUGHLY _ +I N - STEP 1 FENCE AND FABRIC
, ~ '~<p ? a ~ NOTES: 1 BURIED IN TRENCH ~
~ I' i ~ 2:1 SLOPE, GRAVEL FILTER ~ ~ ~ ~ 57 WASHED STONE ~ z F ~ ~ (#57 WASHED STONE) # io o I Cp~y 1'-4" 1. DRIVE 5' STEEL POST AT LEAST 24" TOP OF BAFFLE SHOULD BE 6" Q LEAST 24" BELOW THE TOP OF THE BERM a W
1' HARDWARE CLOTH OR ~ I I N ~ INTO SOLID GROUND. ~ N O CUT 6" SLITS IN THE FENCE
' WIRE SCREEN 1 2" OPENINGS I 2. USE STAPLES 1' APART HORIZONTALLY I I, ) ~ AND VERTICALLY TO ATTACH THE HORIZONTALLY FABRIC WITH A KIIFE ALONG ~ ACH THE THE BOTTOM WIRE IN EVERY 6"x6" TRENCH, ' ~ ~
i i BLOCK ON SIDE 0D I i I z ~ FABRIC TO THE HOG WIRE. 'E~ OTHER SQUARE OF THE HOG BACKFILLED AND m Q ~
I FOR DEWATERING I I ~ - 3. SPACE THE BAFFLES ACCORDING TO ~ I I. ' ~ ~ THE APPROVED PLAN. ;ORDING TO WIRE VERTICALLY AND COMPACTED ~ Z
/ EXTEND FABRIC AND 4. THE FLOOR OF THE BASIN IN THE HORIZONTALLY ~ ~ Q w N IN THE ' ~ ~
_ - _ _ _ / ~ ~ WIRE INTO TRENCH 4~~ V-TRENCH OUTLET ZONE AND BERMS SHOULD 1S SHOULD
~ # AND BACKFILL BE SEEDED IMMEDEATELLY AFTER WIRE THE BASIN IS CONSTRUCTED a ~ . k .Y AFTER Q Z w ;TED a 0 I
TEMPORARY SEDIMENT POOL ~ . o
' ~ EMBEDMENT AND POST DETAIL 2 ~ 24,. BAFFLE INSTALLATION -STEP 2 0 0
~ ~ ~z 1 ~ NOTES:
SEDIMENT - - - -I t, ~ 1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND SHALL BE A MINIMUM SILT FENCE BAFFELED SEDIMENT TRAP ~ W W ~
DEPOSIT OF 14 GAUGE WITH 6x6 MESH SPACING. 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE 1' MAX. Q NOT TO SCALE Z
FASTENED ADEQUATELY TO THE WIRE AND/OR POST IN ACCORDANCE WITH EROSION CONTROL ~
MANUFACTURERS RECOMMENDATION. ER( - - 3. STEEL POSTS SHALL BE 4 -0" IN HEIGHT AND BE OF THE SELF FASTENER
J ANGLE STEEL TYPE. THIS 4. SILT FENCE TO BE UTILIZED ON AS NEEDED BASIS, BASED ON CONSTRUCTION ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
OPERATIONS AND GROUND CONTOURS. EXACT LOCATIONS TO BE DETERMINED SEALED I SEALED BY RONALD A. SEALED BY C. BRIAN
,I IN FIELD DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL WEEP
UNUP INLtI HOLES WITH INLET PROTECTION. GEIGER, GEIGER, P.E., LICENSE 1 1 J` SALYERS, N.E., LICENSE V~13
BLOCK AND GRAVEL INLET PROTECTION WITH GRATE NUMBER ' TEMPORARY SILT FENCE NUMBER 14613 ON MAY NUMBER 025680 ON MAY ENGINEERING&PLANNING CONSULTANTS SHT. 1
NOT TO SCALE 22, 2008 NOT TO SCALE SHAL 22, 2008. THIS MEDIA 22, 2008. THIS MEDIA 4944P(WAYPLAZABOULEVARD,SUTTE350 SHALL NOT BE SHALL NOT BE
NOTE: IP-6.52 CONSIDER[ HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 CONSIDERED A CERTIFIED of the Carolinas CONSIDERED A CERTIFIED
SF-6.62 BLOCK AND GRAVEL INLET PROTECTION IS A TEMPORARY DEVICE, AND SHALL DO DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
BE REMOVED ONCE DISTURBED AREAS HAVE BEEN STABILIZED 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 www.talbertandbright.com OF

SHEET INDEX SHEET INDEX
SHEET # TITLE OF SHEET SHEET # TITLE OF SHEET
1 COVER SHEET 67 DRAINAGE AND EROSION CONTROL PLAN (SHEET 3 OF 10)
- DETOUR PLAN (SHEET 1 OF 5) 68 DRAINAGE AND EROSION CONTROL PLAN (SHEET 4 OF 10)
- DETOUR PLAN (SHEET 2 OF 5) 69 DRAINAGE AND EROSION CONTROL PLAN (SHEET 5 OF 10)
- DETOUR PLAN (SHEET 3 OF 5) 70 DRAINAGE AND EROSION CONTROL PLAN (SHEET 6 OF 10)
- DETOUR PLAN (SHEET 4 OF 5) 71 DRAINAGE AND EROSION CONTROL PLAN (SHEET 7 OF 10)
- DETOUR PLAN (SHEET 5 OF 5) 72 DRAINAGE AND EROSION CONTROL PLAN (SHEET 8 OF 10)
_ OLD DOWD ROAD/WALLACE NEEL ROAD RELOCATION TYPICAL SECTIONS 73 DRAINAGE AND EROSION CONTROL PLAN (SHEET 9 OF 10)
2 QUANTITIES AND GENERAL NOTES SHEET 74 DRAINAGE AND EROSION CONTROL PLAN (SHEET 10 OF 10)
75 SEDIMENT BASINS WEST OF I-485 (SHEET 1 OF 4)
3 SURVEY BASELINE MAP 76 SEDIMENT BASINS WEST OF I-485 (SHEET 2 OF 4)
4 PHASING PLAN ~ 77 SEDIMENT BASINS WEST OF I-485 (SHEET 3 OF 4)
5 GRADING AREAS AND BORROW SITES
6 CLEARING AND GRUBBING PLAN (SHEET 1 OF 3) 78 SEDIMENT BASINS WEST OF I-485 (SHEET 4 OF 4)
79 BREACHING PLAN (SHEET 1 OF 3)
7 CLEARING AND GRUBBING PLAN (SHEET 2 OF 3) 80 BREACHING PLAN (SHEET 2 OF 3)
8 CLEARING AND GRUBBING PLAN (SHEET 3 OF 3) 81 BREACHING PLAN (SHEET 3 OF 3)
8A CLEARING AND GRUBBING INSETS (SHEET 1 OF 2)
8B CLEARING AND GRUBBING INSETS (SHEET 2 OF 2) 82 SEDIMENT AND EROSION CONTROL DETAILS (SHEET 1 OF 4)
83 SEDIMENT AND EROSION CONTROL DETAILS (SHEET 2 OF 4)
9 GEOMETRIC LAYOUT PLAN (SHEET 1 OF 2) ¦ 84 SEDIMENT AND EROSION CONTROL DETAILS (SHEET 3 OF 4)
10 GEOMETRIC LAYOUT PLAN (SHEET 2 OF 2) • 85 SEDIMENT AND EROSION CONTROL DETAILS (SHEET 4 OF 4)
11 WALLACE NEEL ROAD PLAN AND PROFILE (SHEET 1 OF 4)
12 WALLACE NEEL ROAD PLAN AND PROFILE (SHEET 2 OF 4) 86 SEDIMENT AND EROSION CONTROL CONSTRUCTION SEQUENCE
87 DRAINAGE DETAILS (SHEET 1 OF 3)
13 WALLACE NEEL ROAD PLAN AND PROFILE (SHEET 3 OF 4) 88 DRAINAGE DETAILS (SHEET 2 OF 3)
14 WALLACE NEEL ROAD PLAN AND PROFILE (SHEET 4 OF 4) ¦ • ¦ 89 DRAINAGE DETAILS (SHEET 3 OF 3)
15 RUNWAY PROFILE (SHEET 1 OF 3)
16 RUNWAY PROFILE (SHEET 2 OF 3) 90 BOX CULVERT SECTIONS
17 RUNWAY PROFILE (SHEET 3 OF 3) 91 5' x 5' CULVERT HEADWALLS
92 6' x 6' BOX CULVERT SECTION & SLAB DETAIL AT INLET
18 PARALLEL TAXIWAY PROFILE (SHEET 1 OF 4) 93 6' x 6' CULVERT HEADWALLS
19 PARALLEL TAXIWAY PROFILE (SHEET 2 OF 4) 94 MISCELLANEOUS DETAILS
20 PARALLEL TAXIWAY PROFILE (SHEET 3 OF 4)
21 PARALLEL TAXIWAY PROFILE (SHEET 4 OF 4) 95 STORM DRAINAGE PROFILES (SHEET 1 OF 31)
96 STORM DRAINAGE PROFILES (SHEET 2 OF 31)
22 TAXIWAY W7 PROFILE 97 STORM DRAINAGE PROFILES (SHEET 3 OF 31)
23 TAXIWAY W11 PROFILE 98 STORM DRAINAGE PROFILES (SHEET 4 OF 31)
24 TAXIWAY W2, W4 AND W6 PROFILES
25 TAXIWAY W11, W12 AND W14 PROFILES 99 STORM DRAINAGE PROFILES (SHEET 5 OF 31)
100 STORM DRAINAGE PROFILES (SHEET 6 OF 31)
26 GRADING AND DRAINAGE SHEET INDEX 101 STORM DRAINAGE PROFILES (SHEET 7 OF 31)
27 GRADING AND DRAINAGE PLAN (SHEET 1 OF 37) 102 STORM DRAINAGE PROFILES (SHEET 8 OF 31)
28 GRADING AND DRAINAGE PLAN (SHEET 2 OF 37)
29 GRADING AND DRAINAGE PLAN (SHEET 3 OF 37) 103 STORM DRAINAGE PROFILES (SHEET 9 OF 31)
104 STORM DRAINAGE PROFILES (SHEET 10 OF 31)
30 GRADING AND DRAINAGE PLAN (SHEET 4 OF 37) 105 STORM DRAINAGE PROFILES (SHEET 11 OF 31)
31 GRADING AND DRAINAGE PLAN (SHEET 5 OF 37) 106 STORM DRAINAGE PROFILES (SHEET 12 OF 31)
32 GRADING AND DRAINAGE PLAN (SHEET 6 OF 37)
33 GRADING AND DRAINAGE PLAN (SHEET 7 OF 37) 107 STORM DRAINAGE PROFILES (SHEET 13 OF 31)
34 GRADING AND DRAINAGE PLAN (SHEET 8 OF 37) 108 STORM DRAINAGE PROFILES (SHEET 14 OF 31)
109 STORM DRAINAGE PROFILES (SHEET 15 OF 31)
35 GRADING AND DRAINAGE PLAN (SHEET 9 OF 37)
36 GRADING AND DRAINAGE PLAN (SHEET 10 OF 37) ~ P 0 R T 110 STORM DRAINAGE PROFILES (SHEET 16 OF 31) 111 STORM DRAINAGE PROFILES (SHEET 17 OF 31)
37 GRADING AND DRAINAGE PLAN (SHEET 11 OF 37)
38 GRADING AND DRAINAGE PLAN (SHEET 12 OF 37) 112 STORM DRAINAGE PROFILES (SHEET 18 OF 31)
113 STORM DRAINAGE PROFILES (SHEET 19 OF 31)
39 GRADING AND DRAINAGE PLAN (SHEET 13 OF 37) 114 STORM DRAINAGE PROFILES (SHEET 20 OF 31)
40 GRADING AND DRAINAGE PLAN (SHEET 14 OF 37) 115 STORM DRAINAGE PROFILES (SHEET 21 OF 31)
41 GRADING AND DRAINAGE PLAN (SHEET 15 OF 37)
uNCOw co. Nurn~uF 42 GRADING AND DRAINAGE PLAN (SHEET 16 OF 37) casroN co. ~ 116 STORM DRAINAGE PROFILES (SHEET 22 OF 31)
117 STORM DRAINAGE PROFILES (SHEET 23 OF 31)
43 GRADING AND DRAINAGE PLAN (SHEET 17 OF 37) ' 118 STORM DRAINAGE PROFILES (SHEET 24 OF 31)
44 GRADING AND DRAINAGE PLAN SHEET 18 OF 37 ~ ( ) 119 STORM DRAINAGE PROFILES (SHEET 25 OF 31)
45 GRADING AND DRAINAGE PLAN (SHEET 19 OF 37)
i 46 GRADING AND DRAINAGE PLAN (SHEET 20 OF 37) 120 STORM DRAINAGE PROFILES (SHEET 26 OF 31)
47 GRADING AND DRAINAGE PLAN (SHEET 21 OF 37) n 121 STORM DRAINAGE PROFILES (SHEET 27 OF 31)
122 STORM DRAINAGE PROFILES (SHEET 28 OF 31)
48 GRADING AND DRAINAGE PLAN (SHEET 22 OF 37) 4e 123 STORM DRAINAGE PROFILES (SHEET 29 OF 31)
49 GRADING AND DRAINAGE PLAN (SHEET 23 OF 37) 124 STORM DRAINAGE PROFILES (SHEET 30 OF 31)
Mf. HOLLY 1 ~ 27 50 GRADING AND DRAINAGE PLAN (SHEET 24 OF 37)
~ 51 GRADING AND DRAINAGE PLAN (SHEET 25 OF 37) es 125 STORM DRAINAGE PROFILES (SHEET 31 OF 31)
126 CROSS SECTIONS (SHEET 1 OF 15)
52 GRADING AND DRAINAGE PLAN (SHEET 26 OF 37) 127 CROSS SECTIONS (SHEET 2 OF 15)
53 GRADING AND DRAINAGE PLAN (SHEET 27 OF 37) es 9¢~oNr ~WaesaN a~ro 128 CROSS SECTIONS (SHEET 3 OF 15)
54 GRADING AND DRAINAGE PLAN SHEET 28 OF 37 ~ CHARLOTTE (
m 55 GRADING AND DRAINAGE PLAN (SHEET 29 OF 37) 129 CROSS SECTIONS (SHEET 4 OF 15)
7 c~ucu~s j 130 CROSS SECTIONS (SHEET 5 OF 15)
56 GRADING AND DRAINAGE PLAN (SHEET 30 OF 37) a~ 131 CROSS SECTIONS (SHEET 6 OF 15)
57 GRADING AND DRAINAGE PLAN (SHEET 31 OF 37) it 132 CROSS SECTIONS (SHEET 7 OF 15)
58 GRADING AND DRAINAGE PLAN (SHEET 32 OF 37) ~ ~ a
59 GRADING AND DRAINAGE PLAN (SHEET 33 OF 37) ~ ' 133 CROSS SECTIONS (SHEET 8 OF 15) i
cascoN- ~ uiNr NiLL 134 CROSS SECTIONS (SHEET 9 OF 15) uiur Hiu
60 GRADING AND DRAINAGE PLAN (SHEET 34 OF 37) ro~cco. 135 CROSS SECTIONS (SHEET 10 OF 15)
61 GRADING AND DRAINAGE PLAN (SHEET 35 OF 37) 42 136 CROSS SECTIONS (SHEET 11 OF 15)
62 GRADING AND DRAINAGE PLAN (SHEET 36 OF 37) -
wm{~ws / 63 GRADING AND DRAINAGE PLAN (SHEET 37 OF 37) ` w.. / 137 CROSS SECTIONS (SHEET 12 OF 15)
5 STPllINOS 49 64 STORM DRAINAGE SUMMARY iucs 138 CROSS SECTIONS (SHEET 13 OF 15)
a / 139 CROSS SECTIONS (SHEET 14 OF 15)
65 DRAINAGE AND EROSION CONTROL PLAN SHEET 1 OF 10 i~ PINENLLE ( ) e s~ ~ wwr mu 140 CROSS SECTIONS (SHEET 15 OF 15)
66 DRAINAGE AND EROSION CONTROL PLAN (SHEET 2 OF 10) ~G.
~St:

' ~aNr ~iLL SET #
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THIS DOCUMENT T A T 11TH T P TT T~1T TT
~ UKIGINALLY 155ULU AND
SEALED BY PATRICK E.
TURNEY, P.E., P.L.S., LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
VICINITY MAP 3 0 ON MARCH 5, 2007. 4944 PARKWAY PLAZA BOULEVARD, SUITE 350
w THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROUNA 28217
0 U N BE CONSIDERED A PHONE: [phone] FAX: 704.426,6080
O 0 0 CERTIFIED DOCUMENT.
RELEASED FOR CONSTRUCTION 03/05/07 www.talbertandbright.com

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THIS DOCUMENT TALBERT&BRIGHT
ORIGINALLY ISSUED AND SEALED BY PATRICK E.
600' 300' 600' 300' 0 600' 1200' 1800' TURNEY, PLS.
LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
ON SEPTEMBER 11, 2007. 4944PARKWAY PLAZA BOULEVARD, SUTTE350
SCALE IN FEET THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROUNA 28217 BE CONSIDERED A PHONE: [phone] FAX: [phone]
1 "=600' CERTIFIED DOCUMENT. OF 140
www.talbertandbright.com

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~ ~ ~ ~ ~ ~ t S01 ..NCWALL
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' 'l ~ ' T~bP }~F F 001_ = 714.0 ~ ~ _ a
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t ~ j,~' ~ 1~ s f P l ~ 3 i \ r 1 i / , o
4' LEGEND ~ ~ , , a ~ o
EXISTING CONTOUR PROPOSED FLARED END SECTION WITH OUTLET PROTECTION ' ~ r J
~ s i 1 1 ~ ~ ~ ~ o w
~ EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 .--EXiS?li!(, C DA ~~0'-'~ / ~ ~ ~ ? ~ Y ~ Z r
EXISTING DROP INLET ~--~F PROPOSED SILT FENCE SF-6.62 DRAINAGE, E&S CONTROL ~
NOTE: DRAINAGE, ~699~ PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS
THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
700 PROPOSED INDEX CONTOUR - - PERMANENT DIVERSION DITCH 2' INTERVAL CONTOURS, EXISTING CONTOURS ORIGINALL PD > PD > ARE SHOWN AT 1' INTERVALS. 100 50 0 100 200 300 SEALED BY RONALD A. SEALED BY PATRICK E.
~T,,,,,, ~T„~~„T„~~ „~,,,,.,~~,~T ~~T~„ SEALED I
¦ rrCuru~r_u ~iuRm uRr9ivr,ur_ J RuL uRC I ri rr-RwHV~v u vu"3uiv v iun u GEIGEK GEIGER, N.E. LICENSE 1 L` IURNEY, N.E., N.L.S., 65
PROPOSED STORM DRAINAGE PIPE - - PROPOSED CONSTRUCTION LIMITS 2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
FOR STORM DRAINAGE INFORMATION. 13, 2007 PROPOSED ROCK INLET PROTECTION FUTURE PAVEMENT D 1 "=l 00SHAL 13, 2007. THIS MEDIA ON MARCH 13, 2007. 4944PARKWAY PLAZA BOULEVARD,SUM350 SHT. SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
TEMPORARY SLOPE DRAIN CONSIDER[ TSD 3. EXISTING EROSION CONTROL MEASURES SHOWN CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

ROW 4, r..... RC}+/~/ 86 86 87 88 89 r r ~ 0 o O
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j j EEI. AU ~ , 6 f $ l d ~~AU DIMENSIONS: 110'X30'X4' FT. ~ ~ w
I ~ z Z C9 J _ ~~i ~ ~ Z Q Z
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~ ~ ~ C~NS ~RCJ~CTION LIMITS
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~ - 71 14 .
LEGEND ~ { ~
EXISTING CONTOUR PROPOSED FLARED END SECTION WITH OUTLET PROTECTION Q _ _-,M Z
EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 DRAINAGE, E&S CONTROL ~
NOTE: DRAINAGE, EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS
2' INTERVAL CONTOURS, EXISTING CONTOURS ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
~699~ PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 ARE SHOWN AT 1' INTERVALS. p' SEALED BY RONALD A. SEALED BY PATRICK E.
~ 100' 50' 0 100' 200' 300' SEALED I
/iuu- r'NUrU~)tu Nutx lUN UUK PD-> PD-> t-LKMNNty uVLKbUN u UH GEIGER GEIGER, N.L. LICENSE 1 1J` IURNEY, N.E., N.L.S., 66
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 NUMBER 1, ¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
FOR STORM DRAINAGE INFORMATION. SCALE IN FEET 18, 2008 PROPOSED STORM DRAINAGE PIPE - - PROPOSED CONSTRUCTION LIMITS SHAL 18, 2008. THIS MEDIA ON MARCH 17, 2008. 4944PARKWAY PLAZA BOULEVARD,SUM350 SHT. SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT 3. EXISTING EROSION CONTROL MEASURES SHOWN 1"=100' CONSIDER[ WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
TSD TEMPORARY SLOPE DRAIN OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

r ~ ~
LEGEND
EXISTING CONTOUR ( PROPOSED FLARED END SECTION WITH OUTLET PROTECTION w uoi r ~ 0 0
EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 86 88 87 88 89 ~ ~ r ~ 0 o O
EXISTING DROP INLET ~F PROPOSED SILT FENCE SF-6.62 C ~ i ~

~699~ PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 y TO 71 72 73
700 PROPOSED INDEX CONTOUR PD-> PD-> PERMANENT DIVERSION DITCH ' / ,
¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID
• ~ ~ ~ PROPOSED STORM DRAINAGE PIPE ~ PROPOSED CONSTRUCTION LIMITS
SEDIMENT~T"~Af'-R37 - EXISTING 74 ~ EXISTING ROCK-~9A~1 15 Z ~
~ Kut-rNuY.r,;! ~ PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT ~ TOP OF DAM WIDTH = ~5 FT. ~ . O z Z
~ DIMENSIONS: 135'X30'X4' FT. i~ ' TSD TEMPORARY SLOPE DRAIN ~ cn _ Q
~ ~ i , _
~W ~ T~~,~ - ~ ~ SEDIMEN ~J ~ i i SEDIMENT TRAP R38 ~ ~ o
'V ' ~ S , . - TOP OF DAM ,ROW ROWS ROWS ~ i~ ~E'_ ~i~~~ ROW ~ DIMENSIONS: ~ TOP OF DAM WIDTH = 5 FL ~ ` E ~ ~ DIMENSIONS: 70'X35'X4' FT. ~ ~ ilPv'G SEDIMEf~T ~ 7A~~ ~ w 3 ~ ~
e.~ ROW ~ ~ ~ ~LXic>-I~i~ Rc)Cr~. uA~,~ 1~ ~ PDaF H ~D~ z w T ~ °1G ~ O w ROW ROW ROW ~W~ ROW a~ - ~ R U o
D- ~~RO ~ ~ ~ r ~ ~ ~ ~ f ~ ~ ~ ~ - ~ r7
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f d_.. t _ ~ ~ t~ , 1 i } T6'< TD~-TD<- ~ <-TD<-TD ~-TD<-TD<-TD <-TD<-TD - no < D ~ i ' -
- _ ' ~ ~ REl!.Q~AED'N~i?LLACE NEE R~Ab' ~ ~ ~ - ° ° U/ ~ J ~ O
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< D< <-TD T ~ - - D D < D<-T~<-TD<-, D TD->TD->TD > > 'gyp->TD- ->TD-> >TD~>TD- >TD-`~1~ i ~ 0 ~ , >TD-~llb->TD-> - a <=-<-TD<-T~<-TD<-TD<-TD< Q <-TD<-TD<-TD -TDB ~ N ~ ~
_ 7> , ~ 1 , r F- i
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730 V) , ~ 7 -w. _ 1 4 R~ P ~ _R.. 30 R~ ~ - ~
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J ' SIN" 3A `....AOCK DAM R36 ~ ~ i ~ ' H~C~?,-04~ ~ ~ N ~ ~ o
e F DA,~ VfQbTH - 5 PT. ~ ~ ~ t ~ ~ ~ ~ ° ``a f f ~ ~ ~ • r ~ ~ i ~ ~ 7~ } ?r III 111 TOP OF .QA~lv1 WI~~ 1 ~ ~ 5 FT. 'T ~ ~ ~ ~ m w ~ m o
ME"trt90 'X4' FT. ~ ~ i ~ I ' ~ ~ ~ ~ f i € ~ ~ s 1 F ~ ~ ~ `lv t ) ~ t F ~ \ ~ ( rl ~ ~ DlffiE~1~SI0fyS: ~ 25~' 3p'X ' T. 38 i tj ~ ~ i D m ~ ~
_ ~ ~ 7 ~ ~ _ ~ T TOP OF DAM WIDTH = 5 FT. ~ 9 ; Z U U Z Y - ~ ~ ~ DIMENSIONS: 100'X30'X4' F 4 ~ ~ ~ ~ U
~ t # O O Q w w ! _ t W ~ ~ ~ I Q
~ d d ~ U ~

~ 55+00 60+00 65+,JO 70+00 0+00 75+00 /
Y! ~ J
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r - ~ r ~ z
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s ~ { ~ I # ~ ~ ! ~ ~ i ~ ~ x ~ ~ ~ SEDIMENT BASIN 7 r r~ a~~-~., 1 i ~ ! ~ SEDIMENT B SI~ 1b ~ i g ~ ~ ~H1J-AiSFfi~) ~COI~ST~~',UCTIO'N ,~CiM!IT~ ~ T,--,, ~ , ~ ` ` i Q ~
~ t ; , TOP OF DAM - 693 ~ ~ ern" ~ l ~ ' ` 1 s ~ ~r OF DAM = ~ ~ 11 I F r ~ 1 ~ I
~ ~ i J BASE OF DAM = 680 _J ~ ~ ti ' _ ~ ` ' BASE Or D.,M = 02~ ~ ; V ~ N
i I ( } ~ ; 1 1 TOP OF POOL = 691 - „ ET Vr ~ T ~ ~ } 4 ~ i ~~1 TOP OF ^OOL = :706 . ~ , 1 ~ ~ ~ o i . ~ ~ , , a ~ { F ~ ~ ~ TQi' a DAM h~IDTH 8 FT. ~ ~ ~ ~ o
+ I ~ TOP OF GAM WIDTH 10 FT. a._.m ~ ~ ~ ~ E ~ , j } ; ~ ~ DI!;~~ENSIONS: x300''x4 F'Y. ~ I ~ 0 ~j
1 1 % r~, ~ DIMENSIONS: 600'x170'x6' FT_~ r ~ ~ , ~ ~
°ti tt ~ r i r
DRAINAGE, E&S CONTROL ~
NOTE: DRAINAGE, 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS
2' INTERVAL CONTOURS, EXISTING CONTOURS ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
ARE SHOWN AT 1' INTERVALS. 100 50 0 100 200 300 SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
GEIGER, GEIGER, N.L. LICENSE 1 1J` IURNEY, N.E., N.L.S.,
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
FOR STORM DRAINAGE INFORMATION. 18, 2008 1"=100' SHAL 18, 2008. THIS MEDIA ON MARCH 17, 2008. 4944PARKWAY PLAZA BOULEVARD,SUM350 SHT. SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
3. EXISTING EROSION CONTROL MEASURES SHOWN CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

/ ~ .rt
~ r r ~ ~ ~
LEGEND _ _
EXISTING CONTOUR ( PROPOSED FLARED END SECTION WITH OUTLET PROTECTION _ i Q \ \ \ \
' EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 OW oN ° 0 0 0 0 °
. ~ .s RCw I _
EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 ~ '~rr~ ~rTi .n ( ~Ni3:Ai • w
~699~ PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20
/700 PROPOSED INDEX CONTOUR PD-> PD-> PERMANENT DIVERSION DITCH _ ~ v - ~
1f~J J (n Z
¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID
~ ~ ~ ~ PROPOSED STORM DRAINAGE PIPE ~ PROPOSED CONSTRUCTION LIMITS _ 0 K A R ~ ~ OWE ROW ~ _ - 9 •w ~ ~ > _ _ C~ Z
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT uvi-frv~~!NPLL) - RF _ _ TOP OF DAM WIDTH - 5 FT.
TEMPORARY SLOPE DRAIN - - ~ DIMENSIONS: 125X60'X4' FT. ~W TSD ---R~ ~ ~ z o ~
~ R FGG'-10-~N ~ RO ~~,G'-10-~N JWALL ; ~~a---.~`~r~~ o - - v > ~ ~ cn _ ~ 4' ; r~ , W U ~ Z
t ' RO ROW ~ - ~ , ° z O w
i' < ROW ~ ~ ~ ~ o~ ~ ~ ~ , ~ G111-02-LN~W,4L~.~ ~t~ 2 ~ , w ~ ~ ~ ~ ~
72 ~ 0 _ 7 J O W ~ W O
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[ Pik ROW-__ R0~1~..____ I_h14 ~ PD~ ~ TD< , T~ < } _ ~T~ 2~ ,11 , J 7 r- ~ ~ ~ ~ J U ~
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~i~LO~.A L VV,4~LACt. NEIL ROA.O ~ ~ ~ ~ Grn~ ~ - ``,ti _ - t 1 rc0 ~ N ~ ~ ~
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_ - jD <-TD <-TD <-rn ~ ~ ~ TDx <-;D TD-~ ~
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r , a / ~ i { r , ~ V a _ ~ ~ O ~ i ° O
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DRAINAGE, E&S CONTROL ~
NOTE: DRAINAGE, I 1. PROPOSED CONTOURS ON THIS SHEET ARE
THE PROPOSED CONTOURS SHOWN FOR THE FUTURE THIS 70 71 72 73 2 INTERVAL CONTOURS, EXISTING CONTOURS ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
WALLACE NEEL ROAD BETWEEN WALKERS FERRY ROAD 100' 50' 0 100' 200' 300' AND EXISTING OLD DOWD ROAD WERE PROVIDED BY ARE SHOWN AT 1 INTERVALS. SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
GANNETT FLEMING AND ARE FOR ROUGH GRADING FEEE~ GEIGER GEIGER, N.L. LICENSE 1 1 J` I URNEY, N.E., N.L.S.,
OPERATIONS ONLY. REFER TO ROADWAY RELOCATION 2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
74 PLANS PREPARED BY GANNETT FLEMING FOR FOR STORM DRAINAGE INFORMATION. 18, 2008 18, 2008. THIS MEDIA ON MARCH 17, 2008. 4944PARKWAY PLAZA BOULEVARD,SUM350 68 SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED FINISHED GRADES TO ESTABLISH FINAL 1"=100' SHAL CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
SUBGRADE AND PAVEMENT COMPONENT ELEVATIONS. 3. EXISTING EROSION CONTROL MEASURES SHOWN CONSIDER[ WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

~ ~ ~
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n0 D p~ ~ # ; j 71 ~ 7 e tj! D ' ~ ~ fi /699 PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 = ~ W
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- ~ ~ ~ s ; P~ - , ~ Q ~
7 ~ eD ~ EX~STING .,EDINIE~T B~~SIN _ NIE~~T F~aSIN 16 ¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID ~
e~ SE~NN~NT A Ilv 15B ~ ~ ~ ~ PROPOSED STORM DRAINAGE PIPE ~ PROPOSED CONSTRUCTION LIMITS Q ~ N O
, e~J ~ ~ BHOE' DhM = 598 PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT a ~ p
< ~ ~ P ~ P2O ~ I TOP OF PG~L = 703 , TSD~ TEMPORARY SLOPE DRAIN D ~j
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DRAINAGE, E&S CONTROL ~
NOTES: DRAINAGE, 1. PROPOSED CONTOURS ON THIS SHEET ARE 4. DISCHARGE FROM SEDIMENT TRAP 13B SHALL BYPASS THIS
2' INTERVAL CONTOURS. EXISTING CONTOURS SEDIMENT TRAP 13A. THE PROPOSED CONTOURS SHOWN FOR THE FUTURE ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
ARE SHOWN AT 1'INTERVALS. WALLACE NEEL ROAD BETWEEN WALKERS FERRY ROAD 100 50 0 100 200 300 SEALED BY RONALD A. SEALED BY PATRICK E.
a~in wicnnir_ ni n nn~em Rnan IAIQRC QRnVInCn [zv SEALED I
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 "1 1 I-/ L IV - VVTVV NV(l vvLIxL ,.,v VLV GEIGER GEIGER, N.L. LICENSE 1 1 J` I URNEY, N.E., N.L.S.,
GANNETT FLEMING AND ARE FOR ROUGH GRADING NUMBER 1 FOR STORM DRAINAGE INFORMATION. OPERATIONS ONLY. REFER TO ROADWAY RELOCATION SCALE IN FEET NUMBER 14613 ON JUNE LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
3. EXISTING EROSION CONTROL MEASURES SHOWN 19, 2007 PLANS PREPARED BY GANNETT FLEMING FOR 1"=100' SHAL 19, 2007. THIS MEDIA ON JUNE 19, 2007. THIS 4944P~(WAYPLAZA BOULEVARD,SUM350 69 SHALL NOT BE MEDIA SHALL NOT BE
WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE PROPOSED FINISHED GRADES TO ESTABLISH FINAL CONSIDER[ HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 CONSIDERED A CERTIFIED of the Carolinas CONSIDERED A CERTIFIED
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. SUBGRADE AND PAVEMENT COMPONENT ELEVATIONS. DO DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

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LEGEND f c w~- .
EXISTING CONTOUR ~ PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 ,
DRAINAGE, E&S CONTROL ~
EXISTING DROP INLET ~--~F PROPOSED SILT FENCE SF-6.62 NOTE: DRAINAGE,
699 PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH _ 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS ~ TD 6.20 2' INTERVAL CONTOURS, EXISTING CONTOURS THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
100' 50' 0 100' 200' 300' ORIGINALL /700 PROPOSED INDEX CONTOUR PD-> PD-> PERMANENT DIVERSION DITCH ARE SHOWN AT 1 INTERVALS. SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
GEIGER, N.L. LICENSE 1 1J` IURNEY, N.E., N.L.S., ~0
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS FOR STORM DRAINAGE INFORMATION. 5, 2007. NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
5, 2007. THIS MEDIA ON MARCH 5, 2007. 4944PARKWAY PLAZA B0ULEVARD,SUM350 SHT. SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARL0ITE,NORTH CAROLINA 28217
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT 1"=100' SHAL 3. EXISTING EROSION CONTROL MEASURES SHOWN CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
TSD TEMPORARY SLOPE DRAIN G WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202
L ¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID FEEE~ GEIGER,

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LEGEND o w
EXISTING CONTOUR ~ PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 Q z
DRAINAGE, E&S CONTROL ~
EXISTING DROP INLET ~--~F PROPOSED SILT FENCE SF-6.62 NOTE: DRAINAGE, 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS
~699~ PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 2' INTERVAL CONTOURS, EXISTING CONTOURS THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
100' 50' 0 100' 200' 300' ORIGINALL ~700~ PROPOSED INDEX CONTOUR PD->~ PD-> PERMANENT DIVERSION DITCH ARE SHOWN AT 1 INTERVALS. SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID FEEEE~ GEIGER, GEIGER, N.L. LICENSE 1 1J` IURNEY, N.E., N.L.S., l1
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS FOR STORM DRAINAGE INFORMATION. 5, 2007. NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
5, 2007. THIS MEDIA ON MARCH 5, 2007. 4944PARKWAY PLAZA B0ULEVARD,SUM350 SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARL0ITE,NORTH CAROLINA 28217
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT 1"=100' SHAL 3. EXISTING EROSION CONTROL MEASURES SHOWN CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
TSD TEMPORARY SLOPE DRAIN WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

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EXISTING CONTOUR PROPOSED FLARED END SECTION WITH OUTLET PROTECTION ``~4 2 - i ~ ~ , ~ ~ ~ rG ~ Q
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ORIGINALLDYO SSUEDTAND T T1~ ORIGTNALLDYO SSUEDTAND T A T RFR TrG RR TrT~T
/iuu- r KUr U~)tU INULA WIN IUUK PL)-> ND-> I'tKMHNtN I u VtKNUv u Uh SEALED I SEALED BY RONALD A. SEALED BY PATRICK E. i A JLi/i./i/i % Z V`Li %A. V1 i A.
¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID r'' a GEIGER, GEIGER, P.E. LICENSE r1jA TURNEY, P.E., P.L.S.,
~r v PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS - NUMBER 1 NUMBER 14613 ON JULY LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
17, 2007 17, 2007. THIS MEDIA ON JULY 17, 2007. THIS 4944 PARKWAY PLAZA BOULEVAM, S= 350 SHALL NOT BE HDR Engineering, Inc. MEDIA SHALL NOT BE CHARLOTTE, NORTH CAROLINA 28217
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT f SHAL CONSIDERED A CERTIFIED of the Carolinas CONSIDERED A CERTIFIED PHONE: [phone] FAX: [phone]
4'Tsb-~ TEMPORARY SLOPE DRAIN i CONSIDER[ DO DOCUMENT. DOCUMENT. OF 140
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EXISTING CONTOUR ( PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
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¦ PROPOSED STORM DRAINAGE STRUCTURE P1 PERMANENT DIVERSION DITCH ID GEIGER, GEIGER, P.E. LICENSE r1jA TURNEY, P.E., P.L.S.,
0 2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS FOR STORM DRAINAGE INFORMATION. 5, 2007. NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
5, 2007. THIS MEDIA ON MARCH 5, 2007. 4944 PARKWAY PLAZA BOULEVAM, SUrM 350 SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT 1"=100' SHAL 3. EXISTING EROSION CONTROL MEASURES SHOWN CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A PHONE: [phone] FAX: [phone]
TSD TEMPORARY SLOPE DRAIN DOCUMENT. CERTIFIED DOCUMENT. OF 140
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com
L WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO

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EXISTING CONTOUR ( PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 Q Z
EXISTING DROP INLET ~F PROPOSED SILT FENCE SF-6,62 NOTE: DRAINAGE, DRAINAGE, E&S CONTROL ~
699 PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS ~ 2' INTERVAL CONTOURS, EXISTING CONTOURS THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
700 PROPOSED INDEX CONTOUR - - PERMANENT DIVERSION DITCH ~ 100' 50' 0 100' 200' 300' ORIGINALL ~ PD > PD > ARE SHOWN AT 1 INTERVALS. SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
¦ PROPOSED STORM DRAINAGE STRUCTURE Pi PERMANENT DIVERSION DITCH ID FEEEE~ GEIGER, GEIGER, N.L. LICENSE 1 1J` IURNEY, N.E., N.L.S., l4
PROPOSED STORM DRAINAGE PIPE - PROPOSED CONSTRUCTION LIMITS 2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
FOR STORM DRAINAGE INFORMATION. 5, 2007. 5, 2007. THIS MEDIA ON MARCH 5, 2007. 4944PARKWAY PLAZA B0ULEVARD,SUM350 SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARL0ITE,NORTH CAROLINA 28217
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT 1"=100' SHAL CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
TSD TEMPORARY SLOPE DRAIN 3. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
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1. GRADING OF PROPOSED CROSS-CONNECTOR TAXIWAYS SHOWN FOR Wm °
INFORMATION ONLY. TAXIWAY GRADING AND ASSOCIATED EROSION CONTROL - - UNDER PREVIOUSLY APPROVED RUNWAY PROJECT PERMIT. Q~ o
2. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY INSTALLED UNDER CLEARING AND GRUBBING PHASE IN THIS AREA. V Z~ m a -
SEE SHEETS 7A THROUGH 7D. a ~Q o
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LEGEND - Q Z
EXISTING CONTOUR ~ ~~~o- ~ PROPOSED TEMPORARY CONTOURS DRAINAGE, DRAINAGE, E&S CONTROL ~
EXISTING STORM DRAIN ~ PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE THIS
THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 74C 74D ORIGINALL - - 100 50 0 100 200 300 SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
r~--x~ i Tn ~ _ -
ULLAKIINU AINU UKU dlNU ILW-UKAKT UIVLKZ)IUIV UI IU1 i U-b.ZUI GEIGER, GEIGER, H.E. LICENSE 1 1J` ~ IUKNLY, F'.t., F'.LS., 74A
PD-> PERMANENT DIVERSION DITCH NUMBE PROPOSED ROCK INLET SCALE IN FEET OCTOBER NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
PROTECTION TEMPORARY CHECK DAM MEDIA S OCTOBER 9, 2007. THIS ON OCTOBER 9, 2007. 4944P~(WAYPLAZA BOULEVARD, SUM350 MEDIA SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED INLET PROTECTION 1 - 100 CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
X X PROPOSED DOT FENCE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
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NOTES: °C w a m
1. GRADING OF PROPOSED CROSS-CONNECTOR TAXIWAYS SHOWN FOR ~ °
INFORMATION ONLY. TAXIWAY GRADING AND ASSOCIATED EROSION CONTROL - - 0 ~ a~
UNDER PREVIOUSLY APPROVED RUNWAY PROJECT PERMIT.
2. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY INSTALLED UNDER CLEARING AND GRUBBING PHASE IN THIS AREA, V ?W o
SEE SHEETS 7A THROUGH 7D. a o
oa
74A _ 746
LEGEND - Q z
EXISTING CONTOUR ~ X710- ~ PROPOSED TEMPORARY CONTOURS DRAINAGE, DRAINAGE, E&S CONTROL ~
EXISTING STORM DRAIN ~ PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE THIS
THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 74C 74D ORIGINALL - - 100 50 0 100 200 300 SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
r~--x~ i Tn ~ _ -
ULLAKIINU AINU UKU dlNU ILW-UKAKT UIVLKZ)IUIV UI IU1 i U-b.ZUI GEIGER, GEIGER, H.E. LICENSE 1 1 J` ~ I UKNLY, F'.t., F'.LS., 74B
PD-> PERMANENT DIVERSION DITCH NUMBE PROPOSED ROCK INLET SCALE IN FEET OCTOBER NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
PROTECTION TEMPORARY CHECK DAM MEDIA S OCTOBER 9, 2007. THIS ON OCTOBER 9, 2007. 4944P~(WAYPLAZA BOULEVARD, SUM350 MEDIA SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED INLET PROTECTION 1 - 100 CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
X X PROPOSED DOT FENCE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

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1. GRADING OF SEDIMENT BASIN BA-3 SHOWN WITH DASHED CONTOURS.
FINAL GRADING SHOWN WITH SOLID CONTOURS. - O >
2. GRADING OF PROPOSED CROSS-CONNECTOR TAXIWAYS SHOWN FOR _ _ 2 Wm o ~ ~ ~
INFORMATION ONLY. TAXIWAY GRADING AND ASSOCIATED EROSION CONTROL a Q ~
UNDER PREVIOUSLY APPROVED RUNWAY PROJECT PERMIT. Y o
3. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY V ?W o
INSTALLED UNDER CLEARING AND GRUBBING PHASE IN THIS AREA. a o
SEE SHEETS 7A THROUGH 7D. oa
74A _ 746
LEGEND - Q Z
EXISTING CONTOUR ~ ~~~o- ~ PROPOSED TEMPORARY CONTOURS DRAINAGE, DRAINAGE, E&S CONTROL ~
EXISTING STORM DRAIN ~ PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE THIS
THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND -
EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 74C 74D ORIGINALL - - 100 50 0 100 200 300 SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
r~-x~ i ~ Tn ~ - -
ULLAKIINU AINU UKU dlNU ILW-UKAKT UIVLKZ)IUIV UI IU1 i U-b.ZUI GEIGER, GEIGER, H.E. LICENSE 1 1J` ~ IUKNLY, F'.t., F'.LS., 74C
PD-> PERMANENT DIVERSION DITCH NUMBE PROPOSED ROCK INLET SCALE IN FEET OCTOBER NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
PROTECTION TEMPORARY CHECK DAM MEDIA S OCTOBER 9, 2007. THIS ON OCTOBER 9, 2007. 4944P~(WAYPLAZA BOULEVARD, SUM350 SHT. MEDIA SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED INLET PROTECTION 1 - 100 CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
X X PROPOSED DOT FENCE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

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NOTES:
°C W a o
1. GRADING OF PROPOSED CROSS-CONNECTOR TAXIWAYS SHOWN FOR INFORMATION ONLY. TAXIWAY GRADING AND ASSOCIATED EROSION CONTROL _ _ ~m °
UNDER PREVIOUSLY APPROVED RUNWAY PROJECT PERMIT. 0 ~ a~
2. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY INSTALLED
UNDER CLEARING AND GRUBBING PHASE IN THIS AREA. ~ z~ m a -
SEE SHEETS 7A THROUGH 7D. a ~Q o
p w
74A _ 746
LEGEND - Q Z
EXISTING CONTOUR ~ ~~~o- ~ PROPOSED TEMPORARY CONTOURS DRAINAGE, DRAINAGE, E&S CONTROL ~
EXISTING STORM DRAIN ~ PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE THIS
THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 74C 74D ORIGINALL - - 100 50 0 100 200 300 SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
r~--x~ i Tn ~ _ -
ULLAKIINU AINU UKUddlNU ILW-UKAKT UIVLKZ)IUIV UIIUH U-b.ZUI GEIGER, GEIGER, H.E. LICENSE 1 1 J` ~ I UKNLY, F'.t., F'.LS., 74D
PD-> PERMANENT DIVERSION DITCH NUMBE PROPOSED ROCK INLET SCALE IN FEET SEPTEME NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
PROTECTION TEMPORARY CHECK DAM THIS IVIED SEPTEMBER 11, 2007. ON SEPTEMBER 11, 2007. 4944P~(WAYPLAZA BOULEVARD, SUM350 THIS MEDIA SHALL NOT HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED INLET PROTECTION 1 - 100 BE CO BE CONSIDERED A of the Carolinas BE CONSIDERED A
X X PROPOSED DOT FENCE CERTIFIE CERTIFIED DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com 0 F 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

AREA TWO: MIDDLE AREA, INCLUDING PROPOSED CROSS-CONNECTOR TAXIWAYS, AND RELOCATED WALLAI CONSTRUCTION SEQUENCE ROAD TO DIXIE RIVER ROAD. ATED WALLACE NEEL ROAD FROM WALKERS FERRY PHASE TWO -GRADING AND FILL PLACEMENT ~ ~ ~ ~
a. LOCATE FILL SLOPE LINES AND INSTALL TEMPORARY DIVERSION DITCHES ~ ~ ~ ~
THE CONSTRUCTION SEQUENCE IS AS FOLLOWS; OBJECTIVE: OPEN REMAINING AREA OF SOUTH BORROW AREA, GRADING OF WALLACE NEEL ROAD SOUTI o ~ rn o ROAD SOUTH OF WALKERS FERRY ROAD, GRADING OF LEADING TO SEDIMENT TRAPS, ROCK DAMS, AND SEDIMENT BASINS. ~
RUNWAY AND TAXIWAY SOUTH OF WALKERS FERRY ROAD, GRADING OF BOTH CROSS-CONNECTOR TAXIN Q ~ ~ ~ ~ ECTOR TAXIWAYS, AND CLOSURE OF EXISTING WALLACE b. BEGIN GRADING OPERATION WITHIN PHASE THREE LIMITS. MAINTAIN SEDIMENT o r~ r~ co r~
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES NECESSARY TO COMPLY WITH NEEL ROAD FROM WEST BOULEVARD TO OLD DOWD ROAD. CONSTRUCTION OF RELOCATED OLD DOWC D OLD DOWD ROAD AROUND NORTHERN END OF THE BASIN N0. 5A UNTIL BASIN IMPACTS GRADING OPERATION. 0 0 0 0
THE STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES PROJECT AREA TO WALKERS FERRY ROAD BY OTHERS, CONSTRUCTION OF REMAINING PAVEMENT SECTIO MENT SECTION FOR WALLACE NEEL ROAD, c, INSTALL SEDIMENT BASIN N0. 15A AND 15B PRIOR TO FILL OPERATION
(JUNE 2006 VERSION) AND APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES, AND PREVENT STANDING WATER WITHIN d. RETROFIT SYSTEM B INLETS AND MANHOLES FOR SEDIMENT AND EROSION 3 0
PROJECT LIMITS. STEP 1-PHASE ONE -CLEARING AND GRUBBING OF RUNWAY AND TAXIWAY AREA CONTROL COLLECTION. MANHOLE B02-03 SHALL BE USED AS A RISER PIPE ~
2. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS IN LOCATIONS SHOWN, IN ACCORDANCE WITH STATE STANDARDS AND WITH a. ESTABLISH LIMITS OF CONSTRUCTION. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT AI ANCES AT ALL INGRESS AND EGRESS POINTS OFF OF WITH A SKIMMER ATTACHMENT (SEDIMENT BASIN N0. 16A). INLETS B02-02, o
MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND TREES. CONTRACTOR SHALL RECEIVE PRIOR APPROVAL FROM ENGINEER OPEN PUBLIC ROADWAYS. B02, AND B02-04 SHALL RECEIVE INLET PROTECTION. Q
BEFORE TREE REMOVAL FOR ACCESS ROAD CONSTRUCTION. AFTER CONSTRUCTION, CONTRACTOR SHALL REMOVE ALL REMNANTS OF b. CONSTRUCT ACCESS ROUTES AND TEMPORARY EROSION CONTROL MEASURES FOR CLEARING )R CLEARING AND CONSTRUCTION OF ACCESS ROUTES z ~
THE ACCESS ROADS AND RETURN AREA TO AS GOOD AS OR BETTER CONDITION. TO ALLOW FOR INSTALLATION OF INITIAL SEDIMENT COLLECTION FACILITIES, AND CLEAN-WATT CLEAN-WATER DIVERSION DITCHES TO DIRECT z o ~
4 EXISTING FLOW FROM AROUND THE CONSTRUCTION OF PROPOSED PIPE CULVERT "G" AND `N "G" AND `N" o ~ z U = RUNOFF DURING CLEARING GRUBBING OPERATION AS e, CONSTRUCT SEDIMENT TRAP N0. 13A, 13B, AND 14A ONCE GRADING OPERATION ON NORTH ~ o
3. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR. ON ALL NEW OR UNDISTURBED, c. INSTALL OTHER ANCILLARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT RUNOFF DURI / END OF RUNWAY REACHES ELEVATION 690. w v ~ v
UNPAVED DITCHES WITH A GRADE GREATER THAN 2%, AND IN OTHER AREAS AS DIRECTED BY THE INSPECTOR. INSTALL A SHOWN OR AS DIRECTED BY THE ENGINEER. TEMPORARY DITCH LINER OF FIBERGLASS ROVING ON THE DITCH BOTTOM AND SIDE SLOPES. THIS TEMPORARY DITCH LINER WILL d. INSTALL SEDIMENT BASIN N0. 3A. f, ONCE RUNWAY AND TAXIWAY AREA HAS BEEN GRADED TO ALLOW DRAINAGE BOTH IN THE ~ ~ ~ °
NOT BE MEASURED SEPARATELY FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. e. CLEAR AND GRUB AREA DRAINING TO SEDIMENT BASIN N0. 3A. WEST AND EAST DIRECTION, INSTALL TEMPORARY SLOPE DRAINS, CONTINUING TO INCREASE ~ o ~ w
f. CLEAR AND GRUB AREA DRAINING TO SEDIMENT BASIN N0. 3A AND SEDIMENT BASIN N0. 4, 3ASIN N0. 4, MAINTAINING 20 FEET OF BUFFER FROM THE LENGTH OF THE SLOPE DRAIN AS THE FILL HEIGHT INCREASES, PROVIDE MEASURES AT o 0 o J
4. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. EXISTING WALKERS FERRY ROAD. THE OUTLET TO THE SLOPE DRAINS TO PREVENT EXCESSIVE DIVERSION DITCH EROSION. ~ o' o
ALSO, PROVIDE ADEQUATE MEASURES IN AREAS WHERE NATURAL VEGETATION DOES NOT PROVIDE A SUFFICIENT BUFFER AND AS g. CONSTRUCT PROPOSED "G" AND "H" CROSS PIPES UNDER RELOCATED ROAD AND RUNWAY/1 D RUNWAY/TAXIWAY AREA. PROVIDE FOR STILLING g. REMOVE SEDIMENT AND EROSION CONTROL DEVICES FROM PHASE 1, ONCE GRADING ~ w ~ z ~N. OPERATION HAS REDIRECTED FLOW AWAY FROM THESE DEVICES, AND AS APPROVED BY ~ w
DIRECTED BY THE ENGINEER. WHERE SILT FENCE AND TREE PROTECTION CONFLICT, STOP SILT FENCE AT TREE PROTECTION. BASINS FOR SEDIMENT REMOVAL WITHIN PIPE TRENCH DURING PIPE INSTALLATION. h. INSTALL SEDIMENT TRAPS N0. 4A, 4B, 5, 6, AND 26, AND ROCK DAMS N0. 5, 14, AND 15. 14, AND 15. THE INSPECTOR. DEVICES INCLUDED IN THIS TASK INCLUDE SEDIMENT BASIN N0. 16, AND Q z m o
5. PROVIDE INLET SEDIMENT FILTER AT ALL NEW STORM INLETS. INLET PROTECTION MAY BE REQUIRED AT EXISTING INLETS IN THE i. CLEAR AND GRUB AREA DRAINING TO ABOVE MENTIONED SEDIMENT COLLECTION FACILITIES. FACILITIES. SEDIMENT TRAP N0. 13, 14, 20 - 22. ~ ~ ~ o
EVENT SEDIMENT WILL RUN DOWNSTREAM TO AN EXISTING INLET. INLET PROTECTION SHALL CONSIST OF "BLOCK AND GRAVEL INLET j. INSTALL INLET PROTECTION FOR "G" AND `9-I" CROSS PIPES. h. INSTALL REMAINING PERMANENT DRAINAGE PIPES, INLETS, SLOPE DRAINS, AND DRAINAGE
PROTECTION" IN ACCORDANCE WITH THE DRAWING DETAILS. INLET PROTECTION SHALL BE INSTALLED ONCE GRADING IS NEAR STRUCTURES APPROPRIATE TO THE GRADING OPERATION. ONCE GRADING PERMITS w ~ n o
COMPLETION. UNTIL THEN, INLET STRUCTURES WILL BE KEPT AT LEAST 2 FEET HIGHER THAN SURROUNDING GROUND. STEP1-PHASE TWO-GRADING AND FILL PLACEMENT 2 OVERLAND FLOW TO PROPOSED PERMANENT DRAINAGE INLETS AND SLOPE DRAINS, THE ~ ~ ~ w
CONTRACTOR WILL INSTALL INLET PROTECTION, ~ i. CONSTRUCT EXCAVATION TO CREATE WALLACE NEEL ROAD RELOCATION FROM WALKERS ~ N ~ ~ ~
6. PROVIDE TEMPORARY ROCK SILT CHECK DAMS AT EACH STORM OUTFACE DITCH, AS SHOWN ON THE PLANS, AND AS DIRECTED BY a. BREACH EXISTING DAMS IN THIS AREA, AND CONSTRUCT SEDIMENT BASIN N0. 7. ~ DITCHES LEADING TO SEDIMENT COLLECTION 3 FERRY ROAD TO EXISTING OLD DOWD ROAD AND INSTALL ROCK DAM 22. MAINTAIN
THE ENGINEER, b. LOCATE FILL SLOPE LINES AND INSTALL TEMPORARY AND PERMANENT DIVERSION DITCHES LE FACILITIES. TEMPORARY DIVERSION DITCHES WEST OF INLETS F01-06 AND F01-02 DRAINING TO
7. STOCK PILING OF EXCAVATED SOIL WITHIN THE PROJECT AREA SHALL BE PROHIBITED EXCEPT IN AREAS IDENTIFIED ON THE c. BEGIN GRADING OPERATION WITHIN AREA TWO-STEP ONE LIMITS. GRADING WITHIN THE FOOTf N THE FOOTPRINT OF SEDIMENT BASIN N0. 3A, 4A, SEDIMENT BASIN N0. 5A. COORDINATE EXCAVATION OPERATION TO CONSTRUCT ROCK DAM N
DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. AND 4B WILL BE PROHIBTED TO MAINTAIN THEIR OPERATION, UNTIL REMAINING AREA TRIBUT AREA TRIBUTARY TO SEDIMENT BASINS ARE N0. 22 PRIOR TO REMOVING SEDIMENT TRAP N0. 10A. ° o
STABILIZED. j. MAINTAIN TEMPORARY SLOPE DRAINS UNTIL PERMANENT VEGETATION HAS DEVELOPED ON ~ °
8. WHEN CONTRACTOR'S EQUIPMENT IS REQUIRED TO CROSS A PUBLIC ROADWAY OPEN TO TRAFFIC, THE CONTRACTOR WILL INSTALL d. INSTALL SEDIMENT BASIN N0. 10, 12, AND 13 PRIOR TO FILL OPERATION CREATING DRAINAG 'ING DRAINAGE TO THE EAST. THE FILL SLOPES. ~
CONSTRUCTION ENTRANCES ON EACH SIDE OF THE PUBLIC ROADWAY CROSSING, IN ACCORDANCE WITH THE DRAWING DETAILS. e. INSTALL REMAINING PIPE SYSTEM (L02 TO L02-04), AND PROVIDE INLET PROTECTION. CTION. k. ESTABLISH SACRIFICIAL FILL MATERIAL, MINIMUM OF 3 FEET IN THICKNESS, ALONG FILL Q ~ ° ~ Q o
f. INSTALL ROCK DAM N0. 6,7 (OLD ROCK DAM 6 AND 7), AND R34 APPROPRIATE TO ROADV TE TO ROADWAY GRADING OPERATION. SLOPES CREATED BY OLD DOWD ROAD RELOCATION, AND THE RUNWAY SAFETY AREA, FOR
9. PERIODICALLY INSPECT AND REPAIR ALL EXISTING AND PROPOSED SEDIMENT CONTROL DEVICES. PERIODIC INSPECTION SHALL BE g. REDUCE SEDIMENT STORAGE AREA FOR SEDIMENT BASINS 3A, 4A, AND 4B AS ROADWAY FIL ROADWAY FILL MATERIAL IS CONSTRUCTED WEST OF THE AREA WITHIN THE PONDING OF SEDIMENT BASIN N0. 16A. AS RUNWAY SAFETY AREA FILL IS INSTALLED, SACRIFICIAL FILL MATERIAL WILL BE REMOVED, ALONG WITH MUCKING c~ ' ~PORARY RISERS MAY BE NECESSARY TO ALLOW m z o m ~
DEFINED AS AFTER EACH RAINFALL EVENT OR WEEKLY, WHICHEVER IS MOST FREQUENT. THIS INSPECTION INCLUDES ALL CROSS THE SEDIMENT BASINS, MAINTAINING RISER PIPE AND SKIMMER OPERATION. TEMPORARY RIS PIPES UNDER INTERSTATE 485 WHICH ACCEPT RUNOFF FROM THE PROJECT SITE. ROADWAY FILL TO BE PLACED. OPERATION OF SEDIMENT BASIN N0. 16A, w z
h. AS APPROPRIATE TO SEQUENCING OF THE EXCAVATION FOR THE ROAD CONSTRUCTION, INST I. ESTABLISH PERMANENT VEGETATION ON FILL SLOPES AS EACH 10-20 VERTICAL FEET OF o ~ ~ m o ~ UCTION, INSTALL ROCK DAMS R35 THROUGH R39, w
10. PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL DEVICES UNTIL A VEGETATIVE COVER IS ESTABLISHED. i. REMOVE SEDIMENT AND ER0510N CONTROL DEVICES FROM PHASE 1, ONCE GRADING OPERATI SLOPE IS CONSTRUCTED. z )ING OPERATION HAS REDIRECTED FLOW AWAY FROM w w z Y ~
SEDIMENT SHALL BE REMOVED FROM THE EROSION CONTROL STRUCTURES WHEN IT HAS ACCUMULATED TO HALF THE DESIGN THESE DEVICES, AND AS APPROVED BY THE INSPECTOR. DEVICES INCLUDED IN THIS TASK I~ THIS TASK INCLUDE SEDIMENT TRAP N0. 26, AND m. ADJUST SKIMMER ON MANHOLE B02-03 (SEDIMENT BASIN N0. 16A) AS FILL OPERATION ~ o o Q w ~ INCREASES GROUND ELEVATIONS. PROVIDE FOR OVERFLOW DIVERSION TO INLETS B02-02 w ~ ~ ~ = Q
VOLUME. REPAIR AND REPLACE ALL DETERIORATED MATERIALS FROM ROADWAY AND DRAINAGE DITCHES. MAINTENANCE WILL INCLUDE ROCK DAM NOS. 14, AND 15.
CLEANING SEDIMENT FROM WITHIN CROSS PIPES UNDER INTERSTATE 485 WHICH ACCEPT RUNOFF FROM THE PROJECT SITE. j. CONSTRUCT TEMPORARY DIVERSION DITCHES OUTSIDE OF THE ROADWAY PAVEMENT AND SHC DAMS TO DIRECT RUNOFF TO PREVIOUSLY INSTALLED ROCK DAMS. .NT AND SHOULDER AREAS AND NECESSARY CHECK (ST-13A), B02 (ST14A), AND B02-04 (ST-14A) AS SOON AS POSSIBLE. ~ w w ~ ~ ~ n. CONSTRUCT FINAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMANENT GROUND
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ANY UNSUITABLE MATERIAL TO THE k, INSTALL REMAINING WALLACE NEEL ROAD PERMANENT DRAINAGE PIPES AND INLETS, AND DR ETS, AND DRAINAGE STRUCTURES APPROPRIATE TO COVER AND STABILIZATION MEASURES.
DESIGNATED WASTE AREA. THE CONTRACTOR SHALL OBTAIN ANY AND ALL STATE AND LOCAL APPROVALS FOR THE TRANSPORTING THE GRADING OPERATION. ONCE GRADING PERMITS OVERLAND FLOW TO PROPOSED PERMANE QED PERMANENT DRAINAGE INLETS, THE CONTRACTOR o. PROVIDE TEMPORARY GROUND COVER OVER REMAINING AREAS UPON COMPLETION OF
OF UNSUITABLE MATERIALS ALONG ACTIVE ROADS TO THE DESIGNATED WASTE AREA AND PROVIDE COPIES TO THE OWNER FOR WILL INSTALL INLET PROTECTION AND OTHER PROPOSED SEDIMENT EROSION CONTROL DEVICE JTROL DEVICES. GRADING OPERATION,
RECORD. I. CONSTRUCT WALLACE NEEL ROAD PAVEMENT. p. ONCE TRIBUTARY AREA TO SEDIMENT BASIN N0. 5A IS STABILIZED, THE AREA OF THE
m. ONCE RUNWAY AND TAXIWAY AREA HAS BEEN GRADED WITH A "CROWN" TO ALLOW DRAINAG LOW DRAINAGE BOTH IN THE WEST AND EAST SEDIMENT BASIN SHALL BE REDUCED FILLING IN FROM THE OUTSIDE, MAINTAINING THE
12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES UPON ESTABLISHMENT OF VEGETATIVE COVER DIRECTION, INSTALL TEMPORARY SLOPE DRAINS, CONTINUING TO INCREASE THE LENGTH OF - LENGTH OF THE SLOPE DRAIN AS THE FILL HEIGHT RISER, BARREL AND DISCHARGE STRUCTURE. RISER AND BARREL WILL NOT BE REMOVED =VENT EXCESSIVE DIVERSION DITCH EROSION. UNLESS INSPECTOR HAS APPROVED THE FINAL GRADING OPERATION CAN BE PERFORMED IN ~ F
AND COMPLETION OF PROJECT PHASE, UNLESS OTHERWISE DIRECTED. SILT FENCE AND TEMPORARY SLOPE DRAINS MAY BE REMOVED INCREASES. PROVIDE MEASURES AT THE OUTLET TO THE SLOPE DRAINS TO PREVENT EXCES' AND REUSED UPON APPROVAL OF INSPECTOR. n. MAINTAIN TEMPORARY SLOPE DRAINS UNTIL PERMANENT VEGETATION HAS DEVELOPED ON TF _OPED ON THE FILL SLOPES. ONE CONTINUOUS OPERATION, WITHOUT RISK TO SEDIMENT LOSS FROM THE SITE ~
o. ESTABLISH PERMANENT VEGETATION ON FILL SLOPES AS EACH 10-20 VERTICAL FEET OF SL FEET OF SLOPE IS CONSTRUCTED.
13. TEMPORARY SLOPE DRAINS ARE SHOWN ON THE DRAWINGS TO ILLUSTRATE GENERAL LOCATION AND SPACING. THE CONTRACTOR WILL p. CONSTRUCT FINAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMANENT GROUND COVI SROUND COVER AND STABILIZATION MEASURES ON PHASE THREE -SELECTIVE REMOVAL OF DEVICES ~Q
LOCATE THESE DEVICES BASED ON THE SEQUENCING OF CONSTRUCTION, DEPENDENT ON THE HEIGHT AND DIRECTION OF GRADING OF WALLACE NEEL ROAD.
THE FILL OPERATION. ADDITIONAL SLOPE DRAINS MAY BE NECESSARY DEPENDING ON THE PERFORMANCE OF EACH TEMPORARY q. CONSTRUCT ADDITIONAL TEMPORARY DIVERSIONS TO DIRECT THE MAXIMUM AMOUNT OF RUN( JNT OF RUNOFF TO SEDIMENT BASINS NUMBERS 3A, a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES (THOSE NON-ESSENTIAL TO ~ ~
SLOPE DRAIN TO ADEQUATELY PROTECT THE FILL SLOPES. 4A, AND 4B. REDUCE AREA OF SEDIMENT BASINS AS RUNWAY FILL MATERIAL IS BROUGHT 3 MAINTAIN ROCK DAMS 35-39, 6, AND 7, AFTER DE-COMMISSIONING SEDIMENT BASINS 3A, ~ IS BROUGHT TO GRADE, AS AREA IS VEGETATED. FUTURE PAVING AND LIGHTING CONTRACT) AS DIRECTED BY THE INSPECTOR, AND RESTORE BASINS 3A, 4A, AND 4B. AREA TO FINAL GRADING AND GROUND COVER. AS A MINIMUM, THESE INCLUDE SEDIMENT
14. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED, SHALL BE INSTALLED WITHIN 21 CALENDAR r. INSTALL RUNWAY SECONDARY PIPE SYSTEM ON RUNWAY FILL AND INLET PROTECTION AND P CTION AND PROVIDE FOR SEDIMENT STORAGE AT EACH BASIN N0. 16A, ROCK DAM N0. 8, 10, SEDIMENT TRAP N0. 10A - 15. MAINTAIN ST-15 Q J
DAYS FOLLOWING COMPLETION OF WORK AREA. CONTRACTOR SHALL INSTALL PIPE OUTLET PROTECTION UPON COMPLETION OF PIPE INLET ON THE SECONDARY PIPE SYSTEM APPROPRIATE TO THE DRAINAGE AREA AS DIRECTE AS DIRECTED BY THE ENGINEER. NORTHERN EMBANKMENT FOR PERMANENT DETENTION -SEE SHEET 69. ~
SYSTEM FROM ENDWALL TO NEXT UPSTREAM STRUCTURE. SEE SHEET 85 FOR OUTLET PROTECTION SIZES AND MATERIAL s, REMOVE ROCK DAMS AND DIRECT ROADWAY RUNOFF TO INLETS, AND ADD ADDITIONAL CHEC TIONAL CHECK DAMS AS NECESSARY TO MINIMIZE ~
REQUIREMENTS. SEDIMENT TRANSPORT TO INLETS. Z
t. PROVIDE TEMPORARY GROUND COVER OVER REMAINING AREAS UPON COMPLETION OF GRADIP 1N OF GRADING OPERATION, ~ Q
15. MAINTAIN RECORDS OF ALL ACTIVITIES ASSOCIATED WITH SEDIMENT AND EROSION CONTROL MAINTENANCE AND INSPECTIONS FERTILIZING, SEEDING, AND MULCHING ~ F FERTILIZE, SEED, AND MULCH ALL AREAS DAMAGED BY CONSTRUCTION, REGARDLESS 0
INCLUDING: WEEKLY INSPECTION REPORT, DAILY INSPECTION REPORT, REPORT OF INSPECTION IMMEDIATELY AFTER ANY RAINFALL STEP1-PHASE THREE-SELECTIVE REMOVAL OF DEVICES EVENT WITH ~/-INCH OR MORE OF PRECIPITATION. OF PREVIOUS CONDITION, AS OUTLINED BELOW:
a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES (THOSE NON-ESSENTIAL TO f SENTIAL TO FUTURE PAVING AND LIGHTING CONTRACT) SEED BED PREPARATION: PREPARE THE SEED BED BY PULVERIZING THE SOIL ~ Z
16. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE WITHIN EACH WORK AREA: AS DIRECTED BY THE INSPECTOR, AND RESTORE AREA TO FINAL GRADING AND GROUND CO' GROUND COVER. AS A MINIMUM, THESE INCLUDE IN AN APPROVED MANNER TO A DEPTH OF THREE (3) INCHES FOR FIELD ~ ~
SEDIMENT BASIN N0. 6, SEDIMENT TRAP N0. 4A, 4B, 5, 6, AND ROCK DAM N0. 6, 7, AND . 6, 7, AND 35-39. CONDITIONS OR SLOPES THAT ARE 3:1 OR FLATTER AND TO A DEPTH OF W ONE (1) TO THREE (3) INCHES, AS DETERMINED ON SITE FOR SLOPES STEEPER
THAN 3:1. TILL THE SOIL UNTIL A WELL PULVERIZED, FIRM, REASONABLY F
AREA ONE: SOUTHERN BORROW AREA AND AREA SOUTH OF DIXIE RIVER ROAD STEP 2 -PHASE ONE -CLEARING AND GRUBBING OFCROSS-CONNECTOR TAXIWAYS UNIFORM SEED BED IS PREPARED CONFORMING SUBSTANTIALLY TO GROUND s Z
OBJECTIVE: COORDINATE WITH NCDOT ON WALLACE NEEL ROAD DETOUR TO ONLY RECEIVE LOCAL TRAFFIC. INSTALL ALL TRAFFIC CONTROL ELEVATIONS AS SHOWN ON THE PLANS AND/OR AS EXISTED PRIOR TO
MEASURES IDENTIFIED ON THE DETOUR PLANS FOR WALLACE NEEL ROAD DETOUR. THIS WILL ALLOW OPENING OF THE MAIN BORROW AREA FOR g. ESTABLISH LIMITS OF CONSTRUCTION. CONSTRUCTION. THE DISTURBED AREA SHALL BLEND UNIFORMLY INTO ADJACENT TOPOGRAPHY. GOOD SURFACE DRAINAGE MUST BE PROVIDED, ALLOWANCES FOR
PROJECT USE AND HAUL ROUTE CROSSING OF THE FORMER WALLACE NEEL ROAD BETWEEN DIXIE RIVER ROAD AND NANNIE PRICE ROAD. h. INSTALL SEDIMENT BASIN N0. 11, 17, AND 18, AND SEDIMENT TRAP N0. 27. SETTLEMENT MADE AND GROUND ELEVATIONS ADJUSTED ACCORDINGLY. VISIBLE
COMMENCE WITH THE FOLLOWING ACTIVITIES: i. CLEAR AND GRUB AREA DRAINING TO SEDIMENT BASIN N0. 11 AND SEDIMENT BASIN N0. 7. ~ASIN N0. 7. PONDING WILL NOT BE ALLOWED. REMOVE ALL STONES, ROOTS, STICKS, RUBBISH,
j. INSTALL CLEAN-WATER DIVERSION DITCHES TO DIRECT EXISTING FLOW FROM AROUND PROPO OUND PROPOSED CUT SLOPES. AND OTHER OBJECTIONABLE MATERIAL. SOIL IMPROVEMENTS: INCORPORATE SOLID ADDITIVES IN AN APPROVED MANNER
PHASE ONE -CLEARING AND GRUBBING STEP 2 -PHASE TWO -GRADING AND FILL PLACEMENT INTO THE TOPSOIL AT THE FOLLOWING RATES OR AS NEEDED ACCORDING TO SOIL
TESTS.:
a. ESTABLISH LIMITS OF CONSTRUCTION. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL INGRESS AND EGRESS POINTS OFF OF OPEN PUBLIC ROADWAYS. a. CONSTRUCT OUTFACE DITCHES TO ALLOW FOR DRAINAGE OF EXCAVATED AREAS ALONG THE ALONG THE CROSS-CONNECTOR TAXIWAYS.
b. CONSTRUCT ACCESS ROUTES AND TEMPORARY EROSION CONTROL MEASURES FOR CLEARING AND CONSTRUCTION OF ACCESS ROUTES b. INSTALL REMAINING PERMANENT DRAINAGE PIPES, AND INLETS APPROPRIATE TO THE GRADIN THE GRADING OPERATION. 1. FERTILIZER - 1,000 POUNDS PER ACRE OF 10-10-10 FERTILIZER.
TO ALLOW FOR INSTALLATION OF INITIAL SEDIMENT COLLECTION FACILITIES, AND CLEAN-WATER DIVERSION DITCHES TO DIRECT EXISTING c. ONCE PERMANENT DRAINAGE SYSTEM IS IN PLACE, INSTALL INLET PROTECTION AT EACH INLI AT EACH INLET. 2. LIME - 4,000 POUNDS PER ACRE.
FLOW FROM AROUND THE CONSTRUCTION OF PROPOSED PIPE CULVERT "M" UNDER THE RELOCATED ROAD. CONSTRUCT PIPE CULVERT d. UPON COMPLETION OF GRADING OUTSIDE OF PAVEMENT SECTION, INSTALL PERMANENT GROU ANENT GROUND COVER TO DITCH AND SHOULDERS. SEEDING: HYDRAULIC SEEDING SHALL BE UTILIZED UNLESS OTHERWISE
"M" UNDER RELOCATED ROAD. PROVIDE FOR STILLING BASINS FOR SEDIMENT REMOVAL WITHIN PIPE TRENCH DURING PIPE INSTALLATION. e. CONSTRUCT FINAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMANENT GROUND COVI ROUND COVER AND STABILIZATION MEASURES. SPECIFICALLY APPROVED BY THE ENGINEER.
c. INSTALL SEDIMENT BASIN N0. 1 AND SEDIMENT BASIN N0. 2A (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES STEP2-PHASE THREE-SELECTIVE REMOVAL OF DEVICES 1. THE SEED BED MUST BE IN GOOD, FRIABLE CONDITION AND NOT MUDDY OR W J
AS SHOWN ON PLAN SHEET 8A AND 8B), SEDIMENT TRAPS N0. 16 - 19, 28, 31 - 33, AND ROCK DAM N0. 11, AND 16 - 21. HARD AT THE TIME SEEDING IS PERFORMED. C7 w
d. INSTALL OTHER ANCILLARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT RUNOFF DURING CLEARING/GRUBBING OPERATION AS a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES (THOSE NON-ESSENTIAL TO f ~ENTIAL TO FUTURE PAVING AND LIGHTING CONTRACT) 2. APPLY SEED AT THE RATE SPECIFIED AND RAKE OR TILL INTO THE a D Q
SHOWN OR AS DIRECTED BY THE ENGINEER. AS DIRECTED BY THE INSPECTOR, AND RESTORE AREA TO FINAL GRADING AND GROUND C01 GROUND COVER. TOPSOIL WITH THE RESULTING FURROWS RUNNING ACROSS THE Z ~ v
e. CLEAR AND GRUB AREAS DRAINING TO THESE SEDIMENT COLLECTION FACILITIES. f. INSTALL SEDIMENT BASIN N0. 6 EAST OF SOUTH BORROW AREA. NATURAL SLOPE OF THE GROUND. UNDER NO CIRCUMSTANCES WILL ANY ~ ~ Ill ~ TILLING ACTIVITY BE ALLOWED PARALLEL WITH SAID SLOPE. Q ~ Z V ~
g. CLEAR AND GRUB AREA DRAINING TO SEDIMENT BASIN N0. 6, MAINTAINING 20 FEET OF BUFFER FROM EXISTING WALLACE NEEL ROAD. OBJECTIVE: OPEN REMAINING AREA OF SOUTH BORROW AREA, GRADING OF WALLACE NEEL ROAD SOUTH ROAD SOUTH OF WALKERS FERRY ROAD, GRADING OF O Z
h. INSTALL CLEAN-WATER DIVERSION DITCHES TO DIRECT EXISTING FLOW FROM AROUND THE CONSTRUCTION OF PROPOSED "M" PIPE AREA THREE & FOUR: NORTH AREAOF RUNWAYAND TAXIWAY MULCHING: MANUFACTURED MULCH SHALL BE UTILIZED UNLESS OTHERWISE 3 D V W O
SYSTEM. CONSTRUCT PROPOSED "M" PIPE SYSTEM UNDER RUNWAY SAFETY AREA. SPECIFICALLY APPROVED BY THE ENGINEER. Z 0
i. CONSTRUCT PROPOSED CROSS PIPE DRAINING TO ROCK DAM N0. 11. OBJECTIVE: GRADING OF RUNWAY, TAXIWAY AND WALLACE NEEL ROAD RELOCATION AREA NORTH OF EXI ORTH OF EXISTING WALKERS FERRY ROAD, CLOSURE SEEDING MIXTURES AND RATES OF APPLICATION SHALL BE AS FOLLOWS. ~ Z O W ~
F EXISTING WALKERS FERRY ROAD EAST OF I-485, AND COMPLETION OF CONTRACT. ALL RATES ARE IN POUNDS PER ACRE AND ANY RATES LISTED BELOW MAY BE CUT Q ~ ~
PHASE TWO -GRADING AND FILL PLACEMENT BY 1/2 FOR TEMPORARY EROSION CONTROL MEASURES ONLY. J ~ (n V)
PHASE ONE -CLEARING AND GRUBBING a. INSTALL SEDIMENT TRAP N0. 1 AND ROCK DAM N0. 3 .
b. LOCATE FILL SLOPE LINES AND INSTALL TEMPORARY DIVERSION DITCHES LEADING TO SEDIMENT COLLECTION FACILITIES. a. ESTABLISH LIMITS OF CONSTRUCTION. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT AI SEEDING RATES (PER ACRE) J Z ~ Z ANCES AT ALL INGRESS AND EGRESS POINTS OFF OF ~ J Q W O
c. BEGIN GRADING OPERATION WITHIN AREA ONE LIMITS. OPEN PUBLIC ROADWAYS. OPEN-FIELD SLOPES 4:1 OR GREATER AND GRASS LINED CHANNELS a
d. GRADING WITHIN THE FOOTPRINT OF SEDIMENT BASIN N0. 2A WILL BE PROHIBITED TO MAINTAIN IT'S OPERATION, UNTIL REMAINING AREA b. CONSTRUCT ACCESS ROUTES AND TEMPORARY EROSION CONTROL MEASURES FOR CLEARIN( ~OR CLEARING AND CONSTRUCTION OF ACCESS ROUTES 80# TALL FESCUE 100# TALL FESCUE ~ ~ V
TRIBUTARY TO SEDIMENT BASIN N0. 2A IS STABILIZED. TO ALLOW FOR INSTALLATION OF INITIAL SEDIMENT COLLECTION FACILITIES, AND CLEAN-WATT CLEAN-WATER DIVERSION DITCHES TO DIRECT 50# PENSACOLA BAHIAGRASS 40# PENSACOLA BAHIAGRASS a Z
e. ONCE RUNWAY AND TAXIWAY AREA HAS BEEN GRADED TO ALLOW DRAINAGE BOTH IN THE WEST AND EAST DIRECTION, INSTALL EXISTING FLOW FROM AROUND THE CONSTRUCTION OF PROPOSED PIPE CULVERT "F" AND "B "F" AND "B". 40# KOBE LESPEDEZA 10# KOBE LESPEDEZA a Q
TEMPORARY SLOPE DRAINS, CONTINUING TO INCREASE THE LENGTH OF THE SLOPE DRAIN AS THE FILL HEIGHT INCREASES. PROVIDE c. INSTALL SEDIMENT BASIN N0. 5A (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITI01 )ING ADDITIONAL MEASURES AS SHOWN ON PLAN 1,000# FERTILIZER (10-10-10) 1,000# FERTILIZER (10-10-10) 0 ~
MEASURES AT THE OUTLET TO THE SLOPE DRAINS TO PREVENT EXCESSIVE DIVERSION DITCH EROSION. 3 SHEET 8A AND 8B), AND ROCK DAM N0. 8, INCLUDING THE INSTALLATION OF THE DOWNSTR f. INSTALL TEMPORARY SLOPE DRAINS ALONG ROAD RELOCATION AS GRADING OPERATION PROGRESSES; ADJUST HEIGHT AND OUTLET THAT WILL BE USED FOR THE BASIN'S RISER AND BARREL. RETROFIT OF THE PROPOSED INL HE DOWNSTREAM PORTION OF SYSTEM F CROSS PIPE 4,000# LIME 4,000# LIME ~ ~ Z 3
LOCATION AS NECESSARY. INSTALL ROCK CHECK DAMS AS SHOWN ON THE PLANS. RACK ASSEMBLY SHALL BE NECESSARY. CONSTRUCTION OF THE PROPOSED CROSS PIPE SY ROPOSED INLET FOR USE AS A RISER (WITH TRASH - ~J Z o THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE Ill
g. REMOVE SEDIMENT AND EROSION CONTROL DEVICES FROM PHASE 1, ONCE GRADING OPERATION HAS REDIRECTED FLOW AWAY FROM OSS PIPE SYSTEMS TO A POINT JUST UPSTREAM OF = Q ~
THESE DEVICES AND AS APPROVED BY THE INSPECTOR. DEVICES INCLUDED IN THIS TASK INCLUDE SEDIMENT BASIN N0. 19 SEDIMENT THE FOOTPRINT OF THE BASIN OPERATION WILL BE REQUIRED AT THIS TIME (BULKHEADING 1 ILKHEADING THE UPSTREAM END OF THE PIPE TO ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE ~ ~ w EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED ~ ~ V o
TRAPS N0. 28 31-33 AND ROCK DAM NOS. 16 - 21. ~ PROHIBIT SEDIMENT-LADEN WATER FROM ENTERING PIPE). WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE D w M N0. 8. PLANTED OR OTHERWISE TEMPORARY GROUND COVER, DEVISES OR STRUCTURES Ill N
h. INSTALL REMAINING PERMANENT DRAINAGE PIPES INLETS SLOPE DRAINS AND DRAINAGE STRUCTURES APPROPRIATE TO THE GRADING d. CLEAR AND GRUB AREA DRAINING TO SEDIMENT BASIN N0. 5A, AND ROCK DAM N0. 8. JD SEDIM N BSI 0. 16 SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUND COVER WILL BE PROVIDED a o
OPERATION. ONCE GRADING PERMITS OVERLAND FLOW TO PROPOSED PERMANENT DRAINAGE INLETS AND SLOPE DRAINS THE e. INSTALL ROCK DAM N0. 10, AND SEDIMENT TRAP N0. 10A - 15, 20 - 22, AND SEDIM N ' f. CLEAR AND GRUB AREA DRAINING TO ROCK DAM N0. 10, SEDIMENT TRAP N0. 10A - 1 ; CONTRACTOR WILL INSTALL INLET PROTECTION, AND OTHER PROPOSED SEDIMENT AND EROSION DEVICES. 10A - 1 20 - 22, AND SEDIMENT BASIN N0. 16. FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 a o
i. MAINTAIN TEMPORARY SLOPE DRAINS UNTIL PERMANENT VEGETATION HAS DEVELOPED ON THE FILL SLOPES. CALENDAR DAYS (PER GENERAL STATUTE 113A-57 PARAGRAPH (2) & (3)). w
AROUND PROPOSED "F" ROSS PIPE SYSTEM AROUND NORTH END OF FUTURE ESTABLISH PERMANENT VEGETATION ON FILL SLOPES AS EACH 10-20 VERTICAL FEET OF SLOPE IS CONSTRUCTED. C , INSTALL EXCELSIOR MATTING IN ALL GRASS LINED DITCHES AND ON SLOPES ~
k. CONSTRUCT FINAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMANENT GROUND COVER AND STABILIZATION MEASURES. INTERMODAL RAIL LINE, AND FROM AROUND PROPOSED "B" PIPE SYSTEM. Q 2.5:1 OR GREATER. z
I. PROVIDE TEMPORARY GROUND COVER OVER REMAINING AREAS UPON COMPLETION OF GRADING OPERATION. CONSTRUCT PROPOSED "F" AND "B" CROSS PIPE SYSTEMS. CONSTRUCT ONLY E&S CONTROL ~
m. ONCE TRIBUTARY AREA TO SEDIMENT BASIN N0. 2A IS STABILIZED, THE AREA OF THE SEDIMENT BASIN SHALL BE REDUCED FILLING IN A SUFFICIENT AMOUNT OF "F" AND "B" PIPE SYSTEMS TO ALLOW GRADING E&S
FROM THE OUTSIDE, MAINTAINING THE RISER, BARREL AND DISCHARGE STRUCTURE. RISER AND BARREL WILL NOT BE REMOVED UNLESS OPERATION TO BEGIN AND PROVIDE FOR PASS-THROUGH OF OFF-SITE RUNOFF THIS INSPECTOR HAS APPROVED THAT THE FINAL GRADING OPERATION CAN BE PERFORMED IN ONE CONTINUOUS OPERATION, WITHOUT RISK FROM THE EAST. ORIGINALL = THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
TO SEDIMENT LOSS FROM THE SITE. h. INSTALL INLET PROTECTION FOR CROSS PIPES ON "F" AND "B" SYSTEMS. SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
GEIGER, GEIGER, N.E., LICENSE 1 1 J` I URNLY, N.E., N.L.S.,
PHASE THREE - SELECTIVE REMOVAL OF DEVICES NUMBER 1 NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
18, 2008 18, 2008. THIS MEDIA ON MARCH 17, 2008. 4944pA~(WAYPLAZABOULEVARD,SUTTE350 86 SHALL NOT BE HDREngineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE,NORTHCAROI1NA28217
a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES (THOSE NON-ESSENTIAL TO FUTURE PAVING AND LIGHTING CONTRACT) SHAL CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
AS DIRECTED BY THE INSPECTOR, AND RESTORE AREA TO FINAL GRADING AND GROUND COVER. AS A MINIMUM, THESE INCLUDE CONSIDER[ SEDIMENT TRAP NO. 1 AND ROCK DAM NO. 3. DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202

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CONSTRUCTION SEQUENCE FERTILIZING, SEEDING, AND MULCHING ~
THE CONSTRUCTION SEQUENCE IS AS FOLLOWS: FERTILIZE, SEED, AND MULCH ALL AREAS DAMAGED BY CONSTRUCTION, REGARDLESS OF PREVIOUS CONDITION, AS OUTLINED BELOW:
SEED BED PREPARATION: PREPARE THE SEED BED BY PULVERIZING THE SOIL
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES NECESSARY TO COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF THE IN AN APPROVED MANNER TO A DEPTH OF THREE (3) INCHES FOR FIELD
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES AND APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES, AND PREVENT STANDING WATER CONDITIONS OR SLOPES THAT ARE 3:1 OR FLATTER AND TO A DEPTH OF
WITHIN PROJECT LIMITS. ONE (1) TO THREE (3) INCHES, AS DETERMINED ON SITE FOR SLOPES STEEPER
2. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS (IF NECESSARY, IN ADDITION TO EXISTING CONSTRUCTION ENTRANCES) IN ACCORDANCE WITH STATE STANDARDS AND WITH THAN 3:1. TILL THE SOIL UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEED BED IS PREPARED CONFORMING SUBSTANTIALLY TO GROUND ~
MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND TREES. CONTRACTOR SHALL RECEIVE PRIOR APPROVAL FROM ENGINEER BEFORE TREE REMOVAL FOR ACCESS ROAD ELEVATIONS AS SHOWN ON THE PLANS AND/OR AS EXISTED PRIOR TO p
CONSTRUCTION. AFTER CONSTRUCTION, CONTRACTOR SHALL REMOVE ALL REMNANTS OF THE ACCESS ROADS AND RETURN AREA TO AS GOOD AS OR BETTER CONDITION. CONSTRUCTION. THE DISTURBED AREA SHALL BLEND UNIFORMLY INTO ADJACENT ~
TOPOGRAPHY, GOOD SURFACE DRAINAGE MUST BE PROVIDED, ALLOWANCES FOR w
3. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR. ON ALL NEW OR UNDISTURBED, UNPAVED DITCHES WITH A GRADE GREATER THAN SETTLEMENT MADE AND GROUND ELEVATIONS ADJUSTED ACCORDINGLY. VISIBLE o= PONDING WILL NOT BE ALLOWED. REMOVE ALL STONES, ROOTS, STICKS, RUBBISH,
2~, AND IN OTHER AREAS AS DIRECTED BY THE INSPECTOR, INSTALL A TEMPORARY DITCH LINER OF FIBERGLASS ROVING ON THE DITCH BOTTOM AND SIDE SLOPES. AND OTHER OBJECTIONABLE MATERIAL.
4. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. ALSO, PROVIDE ADEQUATE MEASURES IN AREAS SOIL IMPROVEMENTS: INCORPORATE SOLID ADDITIVES IN AN APPROVED MANNER
WHERE NATURAL VEGETATION DOES NOT PROVIDE A SUFFICIENT BUFFER AND AS DIRECTED BY THE ENGINEER. WHERE SILT FENCE AND TREE PROTECTION CONFLICT, STOP SILT FENCE INTO THE TOPSOIL AT THE FOLLOWING RATES OR AS NEEDED ACCORDING TO SOIL ~ TESTS,: z
AT TREE PROTECTION. w
1. FERTILIZER - 1,000 POUNDS PER ACRE OF 10-10-10 FERTILIZER. ~
5. PROVIDE INLET SEDIMENT FILTER AT ALL NEW STORM INLETS. INLET PROTECTION MAY BE REQUIRED AT EXISTING INLETS IN THE EVENT SEDIMENT WILL RUN DOWNSTREAM TO AN 2. LIME - 4,000 POUNDS PER ACRE. O
EXISTING INLET. INLET PROTECTION SHALL CONSIST OF 'BLOCK AND GRAVEL INLET PROTECTION" IN ACCORDANCE WITH THE DRAWING DETAILS. INLET PROTECTION SHALL BE INSTALLED ONCE GRADING IS NEAR COMPLETION. UNTIL THEN, PROPOSED INLET STRUCTURES WILL BE KEPT AT LEAST 2 FEET HIGHER THAN SURROUNDNG GROUND. SEEDING: HYDRAULIC SEEDING SHALL BE UTILIZED UNLESS OTHERWISE ~
SPECIFICALLY APPROVED BY THE ENGINEER. w
6. PROVIDE TEMPORARY ROCK SILT CHECK DAMS AT EACH STORM OUTFACE DITCH, AS SHOWN ON THE PLANS, AND AS DIRECTED BY THE ENGINEER, 0
1. THE SEED BED MUST BE IN GOOD, FRIABLE CONDITION AND NOT MUDDY OR
7. STOCK PILING OF EXCAVATED SOIL WITHIN THE PROJECT AREA SHALL BE PROHIBITED EXCEPT IN AREAS IDENTIFIED ON THE DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE HARD AT THE TIME SEEDING IS PERFORMED. ~ N ~ ~ 2. APPLY SEED AT THE RATE SPECIFIED AND RAKE OR TILL INTO THE
INSPECTOR. TOPSOIL WITH THE RESULTING FURROWS RUNNING ACROSS THE
8. WHEN CONTRACTORS EQUIPMENT IS REQUIRED TO CROSS A PUBLIC ROADWAY OPEN TO TRAFFIC, THE CONTRACTOR WILL INSTALL CONSTRUCTION ENTRANCES ON EACH SIDE OF THE NATURAL SLOPE OF THE GROUND. UNDER NO CIRCUMSTANCES WILL ANY r
PUBLIC ROADWAY CROSSING, IN ACCORDANCE WITH THE DRAWING DETAILS. TILLING ACTIVITY BE ALLOWED PARALLEL WITH SAID SLOPE. o 0
O N MULCHING: MANUFACTURED MULCH SHALL BE UTILIZED UNLESS OTHERWISE ~ ~
9. PERIODICALLY INSPECT AND REPAIR ALL EXISTING AND PROPOSED SEDIMENT CONTROL DEVICES. PERIODIC INSPECTION SHALL BE DEFINED AS AFTER EACH RAINFALL EVENT OR SPECIFICALLY APPROVED BY THE ENGINEER. ~ ~ o m > o_
WEEKLY, WHICHEVER IS MOST FREQUENT. W W N W W W
SEEDING MIXTURES AND RATES OF APPLICATION SHALL BE AS FOLLOWS. a_ o_ N ~ v ~ ALL RATES ARE IN POUNDS PER ACRE AND ANY RATES LISTED BELOW MAY BE CUT
10. PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL DEVICES UNTIL A VEGETATIVE COVER IS ESTABLISHED. SEDIMENT SHALL BE REMOVED FROM THE EROSION CONTROL STRUCTURES WHEN IT HAS ACCUMULATED TO HALF THE DESIGN VOLUME. REPAIR AND REPLACE ALL DETERIORATED MATERIALS FROM ROADWAY AND DRAINAGE BY 1/2 FOR TEMPORARY EROSION CONTROL MEASURES ONLY. m z O ~ o
DITCHES. w z m w
SEEDING RATES (PER ACRE1 ~ ~ ~ m o
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ANY UNSUITABLE MATERIAL TO A LOCATION OFFSITE. THE CONTRACTOR SHALL OBTAIN Z W W Z Y - OPEN-FIELD ~ SLOPES 4:1 OR GREATER AND GRASS LINED CHANNELS ~ ~ ~ v W
ANY AND ALL STATE LOCAL APPROVALS AND SUBMIT COPIES TO THE CITY FOR RECORD. ~ o o Q w ~ w Q! a! o' z Q
80# TALL FESCUE 100# TALL FESCUE o o_ o_ o v o
12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES UPON ESTABLISHMENT OF VEGETATIVE COVER AND COMPLETION OF PROJECT PHASE, UNLESS OTHERWISE DIRECTED. SILT FENCE AND TEMPORARY SLOPE DRAINS MAY BE REMOVED AND REUSED UPON APPROVAL OF INSPECTOR. 50# PENSACOLA BAHIAGRASS 40# PENSACOLA BAHIAGRASS
40# KOBE LESPEDEZA 10# KOBE LESPEDEZA 1,000# FERTILIZER (10-10-10) 1,000# FERTILIZER (10-10-10)
13. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED, SHALL BE INSTALLED WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF WORK AREA. 4,000# LIME 4,000# LIME
14. MAINTAIN RECORDS OF ALL ACTIVITIES ASSOCIATED WITH SEDIMENT AND EROSION CONTROL MAINTENANCE AND INSPECTIONS INCLUDING: WEEKLY INSPECTION REPORT, DAILY THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
INSPECTION REPORT, REPORT OF INSPECTION IMMEDIATELY AFTER ANY RAINFALL EVENT WITH ~~-INCH OR MORE OF PRECIPITATION. EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED
WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
15. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE WITHIN EACH WORK AREA: PLANTED OR OTHERWISE TEMPORARY GROUND COVER, DEVISES OR STRUCTURES ~ H
AREA: N-S BORROW SITE FOR CLEARING, GRUBBING, GRADING AND ASSOCIATED SEDIMENT AND EROSION CONTROL, THIRD PARALLEL RUNWAY, CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUND COVER WILL BE PROVIDED ~ ~ FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90
CALENDAR DAYS (PER GENERAL STATUTE 113A-57 PARAGRAPH (2) & (3)).
a
OBJECTIVE: CLEARING, GRUBBING, AND GRADING OF NEW BORROW AREA LOCATED BETWEEN CROSS-CONNECTOR TAXIWAYS AND SITE PREPARATION ACTIVITIES FOR RUNWAY VICTOR. INSTALL EXCELSIOR MATTING IN ALL GRASS LINED DITCHES AND ON SLOPES ~ ~
COMMENCE WITH THE FOLLOWING ACTIVITIES: 2.5:1 OR GREATER. O - Q
PHASE ONE -CLEARING AND GRUBBING
a. ESTABLISH LIMITS OF CONSTRUCTION AND INSTALL PERIMETER SILT FENCING WHERE INDICATED ON THE PLANS. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL INGRESS AND • a
EGRESS POINTS OFF OF OPEN PUBLIC ROADWAYS. Z
b. CONSTRUCT ACCESS ROUTES AND TEMPORARY EROSION CONTROL MEASURES FOR CLEARING AND CONSTRUCTION OF ACCESS ROUTES TO ALLOW FOR INSTALLATION OF INITIAL O
SEDIMENT COLLECTION FACILITIES. F
c. INSTALL DRAIN INLET PROTECTION, STONE CHECKDAMS AND BLOCK AND GRAVEL INLET PROTECTION DEVICES ALONG THE EASTERN PERIMETER OF THE WORKSITE AS DEPICTED ON THE PLAN SHEETS 7C AND 7D
d. INSTALL SEDIMENT BASIN WITH ROCK DAM BA-1 AND SEDIMENT BASIN WITH ROCK DAM BA-2 (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES AS SHOWN 0 a ~ Z
ON PLAN SHEET 7C AND 7D).
e. INSTALL SEDIMENT BASIN WITH ROCK DAM BA-5 AND SEDIMENT BASIN WITH ROCK DAM BA-6 (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES AS SHOWN W
ON PLAN SHEET 7A AND 7B).
f. INSTALL REMAINING PERIMETER SILT FENCE AND TEMPORARY DIVERSION DITCHES AS SHOWN ON THE PLAN SHEETS. sZ
g. INSTALL OTHER ANCILLARY EROSION CONTROL DEVICES SUCH AS DIVERSION SWALES AND CHECK DAMS TO PREVENT SEDIMENT RUNOFF DURING CLEARING/GRUBBING OPERATION AS
SHOWN OR AS DIRECTED BY THE ENGINEER. V-
h. CLEAR AND GRUB AREAS DRAINING TO THESE SEDIMENT COLLECTION FACILITIES,
i. CONTRACTOR TO MAINTAIN THE USE OF PREVIOUSLY PROPOSED SEDIMENT BASINS FOR THE RUNWAY PROJECT LOCATED ALONG THE WEST SIDE OF THE NEW BORROW AREA.
PHASE TWO -GRADING AND EARTHWORK
SEDIMENT BASIN OUTLET PROTECTION DATA TABLE
a. FOR AREA LOCATED ON THE WEST SIDE OF BORROW AREA, RECEIVING ONLY CLEARING AND GRUBBING, INSTALL DIVERSION DITCHES AND SILT FENCE TO CONTROL RUNOFF TO
SEDIMENT FACILITIES, AS SHOWN ON PLANS. INSTALL PERMANENT GROUND COVER TO THIS AREA AS DIRECTED BY ENGINEER. Outfall Pipe Use fa Design J
b. INSTALL SEDIMENT BASIN BA-3 (IN ACORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES AS SHOWN ON PLAN SHEET 74C). BASIN Diameter Length Width at Pipe Width at L RipRap Q
c. INSTALL SEDIMENT BASIN WITH ROCK DAM BA-4 (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES AS SHOWN ON PLAN SHEET 74C). NUMBER in ft ft ft Class d50 ~
d. INSTALL OTHER ANCILLARY EROSION CONTROL DEVICES SUCH AS DIVERSION SWALES AND CHECK DAMS TO PREVENT SEDIMENT RUNOFF DURING GRADING AND EARTHWORK OPERATION BA-3 48 34 16 38 I 1' Z ~
AS SHOWN OR AS DIRECTED BY THE ENGINEER. e. BEGIN GRADING OPERATION WITHIN WORKSITE LIMITS. BA-5 42 24 11 28 I 0.8'
f. REMOVE SEDIMENT AND EROSION CONTROL DEVICES FROM PHASE 1, ONCE GRADING OPERATION HAS REDIRECTED FLOW AWAY FROM THESE DEVICES, AND AS APPROVED BY THE BA-6 48 34 16 38 I 0.9' W
INSPECTOR. THIS INCLUDES STRUCTURE BA-1 AND BA-2.
g. ESTABLISH PERMANENT GROUND COVER AND STABILIZATION MEASURES. a 3
? QQ
PHASE THREE -SELECTIVE REMOVAL OF DEVICES . ~
Q ~ ~ ~ W z
a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES (THOSE NON-ESSENTIAL TO FUTURE CONTRACTS) AS DIRECTED BY THE INSPECTOR, AND RESTORE AREA TO FINAL GRADING AND GROUND COVER. PERMANENT DIVERSION DITCH DATA TABLE 3 G ~ m ° z
Zp W
~ W
Base Minimum ~ Q Q
DRch Width Depth Side Slope Lining J Q W cn
ID ft ft X.1 W ~ ~
BA-3 6 4.2 3 Class I Rip Rap J z W J~ Va
W~
EROSION CONTROL MEASURES DATA TABLE a~
0 ~ Wm 3
=W Z Z W
Type Drainage Area Length ft width ft Depth ft A~ Side Welr Minimum Top of Riser Height ft Riser Dia in Barrel Barrel Height to Emery Emerg. Splllwey Skimmer Orifice Antl-Flotation Block (L x ~ Slope X1 Length ft Dam ft ft In Spillway, ft Welr Widtf~ ft Diameter, In W x H~ ft ~ a~ O W
Y I
Sheet a ~v
Device ID Reference a ~W o
BA-1 7D Rock Dam 10.50 221 88 3.5 19,374 3 15 6.5 - - - - - - W
BA-2 7C Rock Dam 3.50 131 58 3.5 7,554 3 5 6.5 - - - - - -
BA-3 74C, 74D Sediment Basin 98.00 450 225 5 101,250 3 NA 11.1 5.0 54 150.0 48 10.1 25 4.7 5 x 5 x 3.5 z Q z
BA-4 74C Rock Dam 15.00 221 121 3.5 26,741 3 20 6.5 - - - - - - EROSION CONTROL V ~
BA-5 7A Sediment Basin 28.00 325 150 4 48,750 3 NA 8.0 4.0 42 65.0 42 8.0 10 3.5 4.5 x 4.5 x 2.5 EROSIO BA-6 7B Sediment Basin 28.00 350 175 5 61,250 3 NA 9.9 5.0 48 58.0 48 8.9 10 3.5 5 x 5 x 3.5 THIS
ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
GEIGER, Gtl(;tK, I'.t., LICENSE 1 1J` ~ IUKNtY, F'.t., F'.L.S., 86A
NUMBE NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
SEPTEMI THIS IVIED SEPTEMBER 5, 2007. ON SEPTEMBER 5, 2007. SHT. 4944P(WAYPLAZABOULEVARD,SUTTE350 THIS MEDIA SHALL NOT HDREngineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE,NORTHCAROI1NA28217
BE CO BE CONSIDERED A of the Carolinas BE CONSIDERED A
CERTIFIE CERTIFIED DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
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w ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CENTERS OF BARS. o a o z ~ o ~ w ~ w
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Z IN A POROUS FABRIC AT EACH WEEP HOLE. PLACE SUBDRAIN FINE AGGREGATE BENEATH, AROUND J W2 SLOPE ~ ~
O AND OVER THE STONE DRAIN SO THE STONE DRAIN IS COMPLETELY COVERED BY A LAYER OF SUBDRAIN J PROPOSED SLOPE PRINCIPLE CONTROL WEIR o
~ FINE AGGREGATE AT LEAST ONE (1) FOOT THICK. WHERE THERE IS MORE THAN ONE WEEP HOLE IN A Q m 3 - H1 v w 'OSED ~ o
w y WING WALL, PLACE A HORIZONTAL DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST ONE (1) FOOT SQUARE p o PROPOSED ~ IN CROSS SECTION TO CONNECT ALL STONE DRAINS. PLACE A VERTICAL DRAIN OF SUBDRAIN FINE Z ~ GRADE ADJACENT
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COMPACT IN ACCORDANCE ~ 12" -687.00 ~ F
WITH P-152 SPECIFICATION. ~ 12" O
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(12" MIN.) (12" MIN.) 3 \ / O Q \ / Q
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PIPE TO BE ABANDONED D (MIN) Z

#57 STONE ~~~~5 D No. 6 BARS @ 12"C.C ~ H
D. COMPACTED TO 95% STANDARD EACH WAY BENT 12" O Q
~ (NO SEPARATE PAY ITEM) i ~ I ABOVE INLET TOP. 2 YEAR MAX EL. 687.70 SEE ENLARGEMENT ~ Z
J 10 YEAR MAX EL. 689.85 L ~
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SYSTEM H - H10-RISER s ?
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D 12 s MIN. TYPICAL ~ ~ o/ ( ) TYPICAL RISER DETAIL NOT TO SCALE V NOT TO SCALE
~ - NOTE: NO PAY ITEM. CONTRACTOR TO INCLUDE
~ COST IN OTHER BID ITEMS. Do ~
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LOOSELY PLACED UNCOMPACTED
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2 YEAR MAX EL. 730.37 2 YEAR MAX EL. 711.17 2 YEAR MAX EL. 679.16 ~ ~ Q
10 YEAR MAX EL. 731.14 10 YEAR MAX EL. 714.30 10 YEAR MAX EL. 682.75 ~ o
100 YEAR MAX EL. 731.99 N 100 YEAR MAX EL. 715.02 100 YEAR MAX EL. 683.90 Q
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10 YEAR MAX EL. 717.31 10 YEAR MAX EL. 707.95 10 YEAR MAX EL. 690.80 NOT TO SCALE
u NOT TO SCALE NOT TO SCALE Q Z
100 YEAR MAX EL. 718.23 100 YEAR MAX EL. 708.50 100 YEAR MAX EL. 691.98 DR DRAINAGE ~
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OPENINGS: 3 12"H X 24"W - _ THIS SYSTEM G G10-RISER SYSTEM B B04-RISER ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
NOT TO SCALE NOT TO SCALE SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
wvw~~¦ ¦ w wow w.w~w
ljYb I LM U - kilb-HIbtH ctictK, GEIGER, N.E., LICENSE 1 1 J` I URNLY, N.E., N.L.S.,
NUMBE NOT TO SCALE DECEMB NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
THIS IVIED DECEMBER 18, 2006. ON DECEMBER 18, 2006. 4944P(WAYPLAZABOULEVARD,SUTTE350 89 THIS MEDIA SHALL NOT HDREngineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE,NORTHCAROI1NA28217
BE CO BE CONSIDERED A of the Carolinas BE CONSIDERED A
CERTIFIE CERTIFIED DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
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FILE: K:1385561V8DGN\ PACKAGESIOLD DOWD - PHASE 11\38556_OD-TfTLEJ.dgn
DATE: 16-May-2007 10:10

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~ ~ c. r v ~ . i.~ BBC ...................SACK OF CURB PC............................POINT OF CURVATURE , HELD RESPONS113t.,: TOR fN~ A~.~~,Z~,C~ 0. ~T1L~,Y ~OCATIGNS, SIDS, DEPTHS, OR FOR , ~,r ~u~ L . _ ...,.....BITUMINOUS PERM ......................FERN"AMEN T
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I PRIOR i0 COr,51RJt~T~J~v, ,HL uOPvTRAvTOK SHALL NOTIFY ALl_ UTi~.,~Y UNDER. W,O~~ BM............ .......................E3~NC i , ~ . .r ~ ~ ~ r ~ Pi .............................POINT GF IN T i rA,Ci~_l;It.~ WILP_ 130 F~~>-~CEED :0 UCTCRhIr,N~ t~,IL.ITY LOCATIONS. TriE CON,RACTOR BRG .............................,...B~ARiNG
I ! ~ ~ ~ nT~ ~ ~ 'TIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF CB ...................................CATCH BASIN PK,..,.,.•,.......-...,.,••-.,PK NAPL SET ~HA~.L , R.,.~_Cl Ail. I,TiP..~ ~ ' ~ I
. ~ ~ ~ ~ ~ , ~ r` _ T ~ P'r ............................PG~N~~R POLE i LIIS AGENTS. THE CON~~,,A~~OR ,,FIALI_ H'vi1 TNC t,iTY ,1ARMLESS FOR ANY ~T}-(1kD--~~AR.f ~~G..... ....CURB AND GUTTER
I i ;'Ri= iFD jY 'f4fORK OF HIS OV~~N FORCES OR THAT OF HIS AGENTS. CL . C r'ROP.....,.................PRUPOSEn i, ,P1~ti) vi ~_I~IENt.,~ ~ A _ LEARANCE , , ~ , i r ~ ~ ~ ~ PSE ..........................PERM SW ESMT qty b ~ ! i i ~ ~
t r F , ~ c I I A.~ NEEDED, NHL CONT(~k~"TOR ~HAL~ AU~UST~RCLOuATE THE SANITARY SEWER AhlD WATER C/L ~ ENC~ .....................GHAIId LINK FLNC~ ~ ~ :r_ ~ I , ; . ~ ~ ~ - - , ~ ~ ~ ~ ~ ~ , , ~ r IP - , ? ............................PO~N , OF TAN~CNC ,
~rNE.S vNLY, ALL Oll-Ir_R AD~h,.,T~~IENTS; R~~O~AFIONS WILL BF P~RFORMED B ~ INE (,MP ................................CORRUGA EQ MTL P E J ; , , ~ , c - ~ ~ PVL... .......................POINT OF VERT iN ~ . , PUE,........,.,.........,....PERM UTILITY ESMT
f , VAn~wS UTILI, ~ 01~NER Fh~ CO(viRACiOR SHA~_L COORQINATE WORK WITH L ~ILI lY CONS .CONCRETE ~ rr ~ r ~ w v ~ FFr'i '~~'T SCHEDULE. -INE CITY ~'lLL NOT CONS ..............................,ON,~?RUCF~ON 0 aJNER~~ ..~J A ~ N~ ~ ~ 0 A~_, . Ef~.,1..L ~ hF. __U ~ i i~ PRO~~C
ll, ^ ~ ~c~^ ~ ~ ~P c C ' ISRUPTIONS TO THE WORK SCHEDULE OF DB ...................................DEE:D 600K ....RA[)iUS 1 i iUG H~9_~, R~-.~~ uN~iBl_t rOP, A(~Y i.,_.LAY~ Oh D r, it j
Il h . C 1tL,~R~~. ~ ....F~ROP INLET nL r ~ ; Tip I y , r I~ ~ C1 ~,~N , f
I ....,....DIAMETER RCP... ..,.REINFORCED CONC I ~ DiA , , .....RELuCATE
DW' ..................................DRIVEWAY RELOC............,.,. ~I _ _ ~
, M .............~..,................,DiM1ENSi0N R/UV.............,............RIGHT OF WAY ! _ a FOR U?1L!T Y' LOCATES CALL. NOR?H CAROLINA ONE-CALI @ 1-SOO-632--4949, r i T r ~ ..........................SOUTH ~ , ~ ..EAST EAS ~IN~ G ,
~ EA .EACH SD............................STi)RM DRAIN . . f I~
} o i=OR ~.OCATES OF UTIP..IiiF_S NOT MEMBERS OF NORTH CAROLINA ONE-~ CREL CONTACT EL.EV ................................ELEV`ATION SF.,...............,..........SQUARE FOOT 1 j
~ PRO~)r.~T fvIANA,.,ER. FOP .................................EDGE OF PAVEMENT S/R F~NvE......-.......SPLIT RA ~ FENCE ~ C. .
A MENT ~5 ............................SANITARY SEWER ESMT . . E SE t ' w ¢ S'
EXIST ...............................EXISTING S FA..,.,....,.............,..STATION GA,S LINES WILL BE ADJUSTED f~El_OCATED AS NEEDED BY PIEDMON~I NATURAL GAS. A ~ ~ ~ , ~ ~ STD ..........................STA~~JDARD ~ ~ ~ ~
/ - . - , /C ACT OF CURB REPRESENTATIVE OF F'iECiMGI~dT NATURAL GA,S Mt1ST BE PRESENT JUST PRIOR ~v AND c S~'ti' ............................SIDEWALK m z o ~ m w!
~ ; , ~ - T , , rES ..................................FLARED END ~ECilOrd I ~ DtJrRiNG CONSTRUCTION NEAR EXISTING GAS LINES, THE CONTACC ~ OR SrIA~.~~. CON i A., ~ ~ ~ TAN{'E Fri ...................................FIRE HYDRANT FAN.........,................ ~ NT _ , j~~f-~t- m 0
~ ! PiF.DMONT NATURAE GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. ..,...,....FIBER OPTIC CABLE TCE .............•..,..,.•..,..TEMP CONST ES"JET I FOG I ~ W ~ ~ ~ ~ ~ ~ wl
GV ...................................GAS VAf_VE ItMP........................TEMPORAR f ~ ~ ~ i 4~
- TI~' ............................TRAVERSE POINT I ~ NORIZ ..............................HORIZONTAL ~ T W,,,,,,,,,,,,,,,,,,,,,,,,,,TEST Ih'IRE
i T R ~ I NE ~ INT ..................................INTERSECTION / R ND WA E R SEWS A , X STING SANITA Y EI .........................T'. ~_.~.a a ~ ..__c3 . ,
INV ..................................INNER f TYP. ~~'IGAL i _ . _ . _ ~ U G ............................UNDER GROUND ) ~ n c i c. ~M1 r ~ ~ c I . ........,.,.IRON PIN SET /
THE CON~kAU(uR .~F:ALL U,~E ~,~~R~ WHEN WORKING AROUND SANITARY SEW;;R~ ANT.) WATER ; T~._3- ~ ~ ~ ~ ~ T e _ ~ _ , t L ......................................LENGTH VC..........,...............,.VERTICAL CURVE
L(N~~. SNvULD ;~,L CONT,~,A~;TO,t DAMAGE ~XIS~ING .,EWER OR WAFER LINES, I,E S},ALI. - r p-- p , 1 f ~ ~ ; , ~ ~ ~ P THE LF .................................LINEAR FOOTAGE VERT.........................VERTICAL E"' ,
I_Y , ~P AT HJS EhPE(vSE W.TH DIJC TI IMME~~IA f,__ ~ L. ,C.E , Nc ,...Nr ~_E ERON PI E, _ ...........................WEST r~- ~ ~ ai , r , R ~ TH A MIN;MUrW,1 1. ..,..,.LEFT W... CUiJ iRAC i0rt ~Hr~LL ELF, ~f;,.,E SAN lAR ~ SEVdE.. AND On WATER LINt, WI T.•......,.•..,.• ~ ~
/ ..............WITH ~ Ib ....................................POUND UV/..,........... ~ TEN FOOT SECT'OP1 OF DUCTILE IRON PIFt WHEN DRAINAGE PIPE COMES WITHIN TWO
, _ _ ~ .r ~ WM ...........................'vVATE~R METER ' FEET REF SAID l-INF.S VER!ICALLY OR HOIFILCNTALLY. ~P ...................................L~~HT POLE i ~ ~ UV VAULT ..................WATER V,~iULT 0.
MAX .................................MAXIMUM ~ WV .........................W~F,I~ER vALVE Pti,iN ..................................Mr,NIMUM ~ ~ ~i -
~ ° ...............SIXTY PENNY NAIL SET SUBSURFACE PLANS ° MONO ..............................MONOLITHIC 6op...........
mph ................................MILES PER HOUR ,,...........,..................F00 i
„ ....METAL ..............................=NCH ~ ~ ~ ~ ~ , F - r; r 1- TRA(,~OR P.>I,AY MAKE MTL NO .:UB'~URFA~,;_ ! I_AN~ AhE AVAI~ ~BLL C)N ~ I ~I~ PROJECT. HE CON
- N .NCRTH NORTHING HIS OWN ,NVt.S-IiCATICI~' ~TO i1f TERMkNE SUBSURFACE CONDITIONS. ~ G ~
I
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~I ° FENCES° ~ ~ I
THE C0~ITRACTOR SNA!_!- REMOVE AND RESET FENCES AS NOTED CN THE PLANS AND~OR r ~a z
AS DIRECTED BY ?-I_IE ENGINF'r=R.
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GES~ SHRUBS9 AND HED TREES H ~
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THE CON FRACTOR SHAI_I rROTECT ALL !;TEES AND SHRUBS OUTSIDE Or CUT/FILL ~1NES, I
IN ~1l~DITiON TO THO:~E THAT RECEIVE TREE%S11RUB PROTECTION BARRIERS. THE I ~T c n~ r• T ~ ~-F' ~ ti ~ ~wI ~
~ ~ CO~~ TRACTOR L; ALSv R€=QU'tS,E[~ ~0 SAVE. OTIFL.t EXISTING TREES AND SHRJBS AC
IRECTED BY THE ENGINEEK. 4~dHEN ROOT PRUNNING IS NECESSARY, CUT ROOTS CLEANLY D USIN'v A DISC TRENCHER IN ACCORDANCE `~'ViTH SECTION 010100 OF THE CITY CF _T_____~._ _
CL~IARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. USE' PLYWOOD FORMS WHEN TREE i ij
~ ~ ARC f`JAt'E~ 'T TO PRJPOSED CURB & GUTTER OR SIDEWALK, KCCIS ~ A~ ,.N i' j
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LIMITS OF PROPOSED SLOPES ARE INDICATED (N THE PLANS, DE~TAI~S AND STANDARD i~W~
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UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE C)F 2:1 MAXIMUM WILL_ BE USED ~ I ONLY AS DIRECTED BY THE ENGINEER. wig
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I THE C01`viRACTOR SN,Ai_i. MAINiA,IN rRi)SION CONTRGL DEVICES IN ACCORDANCE lNlTH li ~
I THE APPROPRIATE CITY ANC STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE ~ ~ ,T n- ~ n:~~ ,-_p - r J , ~ ~
i (,ON i RA.~, (OR ~HAI_!_ r h. ~r~_~J I .JTANUING WATER JJE TC CONS-fRUGTlON. DISTURBED I AREAS SHAL'€. BE SEc uED AND Mi,iLCNED AT THE DIRECTION OF TFiE ENGINEER. THE ~ ~
T~"; N ~ ! I ~ ~ ~}a- ~~~5 ~ NT O' MEASURES SI-fOWN ON SHEETS EC1--EC4. I t;ONTRAC ~ .,:1. ,L~ ~ O~~Ct+W I ~ L ~r,U.1G~~1 CO R~
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API LiCABLE TAD T'-1S °ROJECT ,AND Y REFERENCE ARE CONSIDERED A PART OF= 1
THESi: Gi_ANS. PJCDOT STANDARDS SI'AI_I_ ESE USED. CN.ARi_OTTE MECKLENBURG ,
LAND DEVELUPME~'JT STANDAARDS MAY BE USED IF THERE IS NOT AN APPLICABLE ~ I W
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300.u1 , a , a ~ e , ~ o , ~ o ~ ~ PvfiETI00 OF PIPE INSTALLATION
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I ~ 40.00 ~ . ~ ~ . , ~ ~ . a ~ , ~ ~ C'CR~~ItC: E3ASF PAD FOR D(~~AINAGE STRUCTURES
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~54C..5~ ~ e , , , ~ u ~ ~ „ . ~ ~ ?R!LK JUNv!{ON EsOX ~2 THRU 66 PIPE_ 84C~.S4 a ~ o ~ ~ - , o o < < - , ~ MA(t'HOLE FRAME & COVER
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FILE: K:\38556\V8DGN\PACKAGES\OLD DOWD-PHASE 11\38556-ODR_rdy-7.dgn
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~ - BEGIN ~VYE BRIDGE
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~osf PROPOSED RAIL fNOT IN THIS CONTRACTJ ~o r~NTRACTJ
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LENGTH ROADWAY PROJECT = .311 ~i 50 0 50 100
LENGTH` OF STRUCTURE = 307 ~
- TOTAL LENGTH OF PROJECT = .370 r~i
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S • • ,I MAJOR.
Townshi lcne p Swctch Recorded LING Water line _ w ~ ~ ~ ~ j a
SWCfCH 1 1 0 ? a.mj~ ~I~~mEw, _ _ _ _ _ _ _ _ _ _ _ _ ~coNC _ Designated LVG Water line ~S. U. E.*j _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ ~ ? m ! ~ ! N
Brcd a Tunnel ar Box Culvert - - - - - - - - - - - - - RR Abandoned
I ~ ~ ~~U~~1
• Bride in all Head Wall and End Wt ~ R servatcon Lcne . . _ - W W e _ _ 9 ~ r RR Dismantled ! End Wall - - ~ co~c ww ~ Abave Grotand Water line _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Aic water I , ~ j a ~ ~ ~ i ~ ~ i ,
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~ Pro a Line MINOR? p i
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~ Existin Ri ht ofwa Marker , ~ s Pro a Monument - Footbrcd e p ECM TV Pedestal ~ j j
i~
Existin Ri ht of wa Line . I ~ - ~ ~ Y a t h B cn DI or JB Parcel/Se uence Number Drama a Box Ca c as q 9 r Cg ~ ~ JB ? N Tower
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~C • _ Pro osed Ri ht ofwa Line - x x x p 9 Y Dct ~ r_______________________. Ex~stcn Fence lrne Paved ch Gu e TV Cable Hand Hale___________ HH • d'
9
Pro osed Ri ht of Wa Line with p g Y t rm Se er Manhole Pro osed woven were Fence _ _ _ _ _ _ _ _ _ _ _ _ _ S o w f Z - _ _ - _ _ _ _ 0 Retarded l.NG N Gable - - - i ~ p E
~ p ~ ~ Iran Pin and Ca Marker p ~
Pro osed Chacn link Fence Storm Sewer ~ Designated I.VG TY Cable S.U.E.*~-------___ _-__Ty__-_ ~
p Pro osed Ri ht of wa lcne with p 9 Y
'i~ ~ Concrete or Granite Marker Pro osed Barbed Wcre Fence Recorded U+G Fiber Optic Gable - - - - - - - - - - _ - T~ F° ~ ~ ~ '
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._______________..___........_w~B....._..,.._ EXIStIn ~f)ntrolo'~ACCeSS i' Exlstcn Wetland Bounds 9 , , • Designated USG Fiber Optic Cable ~S.U.E,*)- - _ - - fo- - - j ~ ~ ~ ~
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~~s Pro osed Control of Access Pro osed Wetland Bounds p POWER.
p I ~
• . Excstcn Easementlcne E r ~ u ~ etland Bounds - - - - - - ~ ~ 9 Excstcn Powe Pale GAS:
Excstm He h Q al w 9 9 rY ~ - ~a
Pro osed Tem ors Construction Easement - ~r~ _~LL~ Gas Valve a
Ancmal Bounds Eaa p P ry Pro osed Power Pole Excstcn Endan erect 9 rY p Ii
i _ 41 V Pro sect Tem ors Drama a Easement ~E j~ ~ I 1~ Gas Meter ~ ~ ~ ~
I t Bounds po p rY 9 Excstcn Jacn# Use Pole Excstcn Endan Bred Pan ~ ~ ~ 9 9 rY
I' Pro osed Permanent Drama eEasement - - - - - -~,j° Recorded t~G Gas line ~ j, ~ ,
9 Pra osed Jamt Use Pole p p t
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po Power Manhole ~ i ~
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Power Line Tower ~ p ~j,
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i well w Ex~stcn Ed a of Pavement - I~ 9 ~ SANITARY SEWER:
~ ~ I,VG Power Cable Hand Hole !
SmallMcne ~ Existin Curb 9 ' j Sanitary Sewer Manhale ~ ~ i ~ , ~
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Foundatcon Pro osed Slo a Stakes Cut p p - I P Sanitary Sewer Cleana~t
Recorded ~ PowerLcne_________ o a
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i Desi Hated Power line S.U.E. 9
Cemete Pra osed wheel Chair Ram ~ fi ~ ry p p ! I
? Above Graund Sanitary Sewer - - - - - - - - - - - - AEG Sanitary rawer ~ ~ / ~ ~ a ,
I~ Bucldcn Curb Cut for Future Wheel Chair Rarn cc~R 9 p J ~
ONE: Recorded SS Forced Main line- _ _ _ _ _ _ _ _ _ _ _ _ _ _ F~ j I~ ~ ~ G
Sch al Excstcn MetalGuardracl o B . .
Excstcn Tele hone Pole ! 9 p - - - - - - - - - - - - - Designated SS Farted Main Line (S.U.E.*~ - - - - - - -F~- - - - j ~ ~
Pro osed Guardrail T T r Church
~ p i Pro osed Tele hone Pole - - - - ~I p p ~ ~.f.. l~
Existin Cable Guideracl 7 Dam
9 Tele hone Manhole ' a MISCELLANEOUS: ~ j
p t~ _41. _ti. n n Pro aced Cable Gucderacl - i~
p ~ Tele hone Booth ® Utility Pole ~
~ p E; E uarli S mbol
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~f Y p ii PavementRemaval
E ~ H dro Pool or Reservocr Tele bane Cell Tower Utz I i#y Located Object - - - - - - - o ~ i E
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River Basin Buffer T I bon Cable Hand Hale USG e e e e___________ ~ Ut~l~tyTraf#icSignalBox ~ j ...1 ' ;
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Scn le Tree p g ~ j
Disa earin Stream---_--------W-----------------,--- ~ ~ n to Tele hone Cable S?U.E.~ pp ~ Scn le Shrub Des a d ~G e S.U.E.*~ _ _ _ _T_ _ USG Tank; Water, Gas, Oil
9 9 p k
S rm - Hed a Recorded U~ Tele hone Conduit it ~r~ AEG Tank; Water, Gas, Oil 0 j~
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i Swam Marsh ~ Desi Hated l~G Te[e hone Conduct S.U.E * Test Hole S.U.E.*} ~ ! ~ ~ ! ~ i IUIt S.U.E. _ _ _ ~T~_ _
~ ~ woods Lone ~ P 9 p d 3 ~ ( j
~ Pro osed Lateral Tail Head Ditch ~ ~ le T ~o Abandoned Accardin to Utili Retards - - ~ - - AATUR ~ g ty . ~ I ~ ~ ~
~ Recorded t,VG Fcber O tccs Cab f p r r Orchard ~
FLO
False Sum d Cable S.U.E Vineyard Vineyar Designated Fiber Optics Ca . ale S.U.E.*)_ _Y1o_~_. End of Information
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t I
R~ I OLD IXJWD RD RELOCATION
60A'R/W R Df PROP. APPROX. 4" Bl1", C4NC, fNTERMEDIAT OOURSE, TYPE I19.40, w AT AN AVERAGE RATE OF 228 LBS.PER SQ,YARD IN EACH OF TWO LAYERS. o ~
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FILE: kA385561V8DGNIPACKAGES\Wye Bridge approaches138556-ODR-App-rdy-2.dgn
DATE: 31-Jul-08 15:20

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PHONB:I54-373-2438 AAXr 188332-9341 _ _ ~ GP PROJBC7' N0. - 335%I3B
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PROFILE HORIZONTAL
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10 5 0 10 20 LETTING DATE. - - - PROJECT DESIGN ENGINEER SHT.
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WATER: ~
Water Manhole ~
, Water Meter-___________________ ~
State Line Standard Gua a Water Valve
9 csx r~,~~~o~ra~io~v
Coun Line Water Hydrant-------------------------------- ~
RR Sr Hal Mile ost 9 p ,ur~POSr 3~ ~ CV - ~~a ~
• _ MAJGR. Townshr Line D p S itch Recorded I,I~G Wateri.ine~------------------ w m ~
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° ! Brid a Tunnel or Box Culvert C' Line g , - - - - - - - - - - - - - [~coNC ~ Designated tl~ Water Line (S. U.E. j ~ ~ a ~~~~z~
RR Abandoned
_ - !Brad @ Win Wal Head Wa a d W~ ' • I Il nd En Reservatlan Line g g End Wall - - coNC ww Above Ground Water Line - - - - - - - - - - - - - - - - - - - aiG water ~ ~ ~ ~
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• MINGR: Pra a Line p
9 0 0 , x~ t'n iron Pin Head anal End Wall E s ESP ~CONC Hw TV:
9
t Baselwne ConrolPomt . Pra a Corner Pi a Culvert _ p ~y p TV Satellite Dish ~
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Existin Ri ht ofWa Marker r ? g 9 Y Pro a Monument FoatbrMd e a TV Pedestal ® ~ ~
p rtY ECM ~ .
Existin R~ htafWa Line - - - ~~3 ~ 9 Y B x. tch B sin DI or JB _ - - - - - Parcel/Se uence Number Drama e o Ca a JB []C~ TV Tower------------------------------------- ~ ~
o
Pro osed Ri ht of a Line . • W _____________.__W____-- -x x x- p g Y J ..._W_-__.__-- U/G TV Cable Hand Hole------------------- ~ 4
Exost~n Fence Line Paved Dutch Gutte
• - - - - - - - - - - - - - - - - - _ Pro osed Ri ht of Wa Line weth ~a a Recorded t,VC TV Cable T~
p ~ Y torm Se r anhole Pro osed Woven Ware Fence - - - - - - - - - - - - - S we M p Iron Pin and Ca Marker
p ~ Designated TY Cable (S.U.E.*~_._..__.___.. _-__T~-___ „~,a
Pro osed Chan Link Fence Storm Sewer p Pro seed Ra ht of Wa Line wrth p 9 Y a
_ _ • Concrete or Granite Marker - - - _ - - _ _ _ _ _
Pro osed Barbed WNre Fence---------------------~-----~---- p Recorded USG Fiber Gpt~c Cable - - - - - - _ - - - - - Tv Ea ~ L ~
• __..._W~___... Existin Control of Access
Existin Wetland Bounda 9 9 rY Designated ~ Fiber Optic Cable (.U,E.*~- - - - - -rv - - ~ ~
WEB Pro used Control of Access •
Pro osed etland Bounda p PWER. W p rY
• H4WI.6 GAS:
. . Ex~st~n Easement Line - - - - - - - - - - - - - - - - - - - ~ d Bounda 9 Exst~n Power Pole Exostin H~ h C~uali Wetlan g 9 9 tY rY
. EAB Pro osed Tem era CanstructMOn Easement - - - - - - - - - - - - - - - - - - - - - - r An~m I Bounda p p rY Pro osed Power Pole Ex~st~n Endan a ed a p 9 9 Gas Valve ~ i
6 6 a a V i d~ . - - - _ - - _ _ _ - _ _ _ _
EPB Pro sed Tem era Dr m Easement----- ~(p ' Plant Bounda po p rY ~ Ex~st~n Joint Use Pole Ex~st~n Endan Bred g 9 ~ rY Gas Meter ~ ~ E
Recorded Gas L'ne ~ !
Pro o e P rm n nt Draina E ement----- • s d s a e a as PQE p 9 Pra osed Joint Use Pole p
4
Pr osed Permanent Utili Easement - - - - - - - - P E a tY u Power Manhole p Designated l~G Gas Line (S,U.E. } - - - - - - ~
Gas Pum Vent ar Tank Ca ~ p r
Power Line Tower 0 a , ~,j ® Above Gr®und GaS Llne • - - - - - - - - - - A/G Gas
San 9 S d
Power Transformer
Well Exsst'n Ed a ofPavement-------------------- g 9
LVG Power Cable Hand Hale HH SANITARY SEWER: ~ _.I
malline Existin Curb
9 H-Frame Pale . ~ C7 ~ Sanitary Sewer Manhole ~ t~
c Fovndation Pro osed Slo a Stakes Cut C~
p p Recorded LUG Power Line________________ ~ Sanitary Sewer Cleanout
Area Gutline ~ Pro osed Slo a Stakes Fill p p Des Hated Lid Power Line S.U.E.* ~ * _ _ _ _P_ _ _ _ l~/G Sanitary Sewer Dine _SS_ .E. ~ ~
r - ~
Cemete ~ Pro osed Wheel Char Ram G t rY L___.._~ p p Above Ground Sanitary Sewer - - - - - - - - - - - - - - AfG Sanitary Sewer
B ildin Curb Cut for Future Wheel Chair Ram ccFR u g p Recorded SS Forced Main Line- - - - - - - - - - - - - - - X55 ~
TELEPHGNE:
School Existin(1/Ir~~~ Metal Guardrail Y/ 9 - - - - - - - - - - - - - Designated SS Forced Main Line (S. U. E.*~ . - - - - .-FSS- - - - ~ ~
Existin Tele hone Pale . 9 p
hur h Pro osed Guardrail r C c p
Pro osed Tele hone Poe p p Existin Cable Gu~derail _ _
Dam g o MiSCELtANEE~US: CJ
Tele hone Manhale 0 9 p
Pro aced Cable Gu~derawl p ~ Utili Pole
® Tele hone Boath p o ~ ~
E uarli S mbol ~ tY Y T Utili Pale with Base C] ~ ~
Stream or Bod of Water Tele hone Pedestal Y p 0 ~
Pavement Removal
• ~ ~ H dro Pool orReservo~r Tele hone Cell Tower Y P Utility Located Object o z
River Basin Buffer ( H nd Hole , LUG Tele hone Cabe a p le ~ Utility Traffic Signal Box ~
• - Flow Arrow ~ Recorded Tele hone Cable Sin le Tree ~ p r Utility Unknown L~ Line ?~z~
Disa satin Stream_________________________}._._--- in I Shrub---------------------_--__________ ~ Desi Hated l~G Tele hens Cable S.U.E.' pp ~ S e 9 p fe (S.U.E.*~ _ _ _ _ _ _ l~G Tank; Water, Gas, Coil
Spring - - --------rte' Hedge Recorded LYG Telephone Conduit lit - TG AG Tank; Water, Gas, Oil
Swamp Marsh Woods Line Designated LYG Telephone Conduit S.U.I ~ Test Mole S.U.E.* w -TC- - - - - 4 dust (S.U.E.*)-
Proposed Lateral Tailo Head Ditch Orchard Recorded O Fiber Optics Cable _ - _ _ - - - - - - _ T FO Abandoned According to Utility Records AATUR - e
FUJSY
Vineyard Designated LYG Fiber Optics Cable S.U.I False Sump Vineyard ble (S.U.E.*)- ----TFO-..-.- End of Information E.O.I. - -
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FILE. K.\38556\VBDGN\PACKAGES\WALLACE NEEL PHASE 1\38556_ODR-TITLE-PLAN dgn
DATE. 24—Apr-2007 10.29

Note: Not to Scale
*S. U..E: = Subsur, face Utility Engineering
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET
BOU.N,D 11�1'.ES "D P.1i`CJf,PERTY'.-
O
State Line ------------------------------------
S
Well-------------------------------------------
County Line -----------------------------------
Small Mine ------------------------------------
Proposed Right of Way Line ----------------
Township Line ---------------------------------
Q
Area Outline ---------------------------------
CityLine ------------------------------------
Cemetery ------------------------------------
-----------------------------------Building----------------------------------------
Proposed Right of Way Line with
Reservation Line -------------------------------
_
Property Line ----------------------------------
Existing Control of Access -------------------+
Existing iron Pin -------------------------------
CO
EF
Property Corner -------------------------------
Tc
Property Monument--------------------------
P- -
Parcel/Sequence Number ---------------------
@
Existing Pence Line ---------------------------- -X
X x—
Proposed Woven Wire Fence ------------------
-ME
Proposed Chain Link Fence ------------------
PDE
Proposed Barbed Wire Fence------------------
PUE .
Existing Wetland Boundary ------------------- - - —no— - - _
Proposed Wetland Boundary ------------------
WLg
Existing High Quality Wetland Boundary ------
w *-B
Existing Endangered Animal Boundary -EAS
—
Existing Endangered Plant Boundary - - _ _ _ - - - - _ -018
Z
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Gas Pump Vent or U4G Tank Cap ------------
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Sign-------------------------------------------
S
Well-------------------------------------------
o
Small Mine ------------------------------------
Proposed Right of Way Line ----------------
Foundation ------------------------------------
Q
Area Outline ---------------------------------
�--------�
Cemetery ------------------------------------
-----------------------------------Building----------------------------------------
Proposed Right of Way Line with
Building----------------------------------------
Concrete or Granite Marker ------------- "'
7
Existing Control of Access -------------------+
School.---------------------------------------
School
Fa
Church----------------------------------------
Tc
RYDROLOGY-
Stream or Body of Water --------------------
Hydro, Pool or Reservoir ---------------------- 7
River Basin Buffer ---------------------------- RBB
Flow Arrow ------------------------------------<------- -..
Disappearing Stream-------------------------��__ _--
Spring----------------------------------------
Swamp Marsh --------------------------------
Proposed Lateral, Tail, Head Ditch -----------
False
----------False Sump ----------------------------------
Standard Guage------------------------------
csx rRaysPa�rarraa
RR Signal Milepost ----------------------------- a
MILEPOST 35
Switch-----------------------------------------
SWITCH
RRAbandoned ---------------------------------;- -�-
RR Dismantled --------------------------------
Rl[iIff GE Tflfl�1Y.-
Baseline Control Point ----------------------
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Existing Right of Way Marker ----------------
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Existing Right of Way Line ----------------
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Proposed Right of Way Line ----------------
Existing Joint Use Pole .-----------------------
Proposed Right of Way Line with
Proposed Joint Use Pole----------------------
_ - - _ - - - - - - _
Iron Pin and Cap Marker
Power Manhole ------------------------------
Proposed Right of Way Line with
Power Line Tower ----------------------------
Concrete or Granite Marker ------------- "'
7
Existing Control of Access -------------------+
U4G Power Cable Hand Hole ----------------
Fa
H --Frame Pole -------------------------------
Tc
Proposed Control of Access - - - - - - - - - - - - - - - - - - - ._...,�.._..,_,..
P- -
Existing Easement Line -------------------
E
Proposed Temporary Construction Easement -
--- -- - --T FO- - -- -
Proposed Temporary Drainage Easement-----
-ME
Proposed Permanent Drainage Easement - - - - -
PDE
Proposed Permanent Utility Easement --------
PUE .
RO"S "D ".MMD FFATU"S:
Existing Edge of Pavement -___________________
Existing Curb -------------------------------- .
Proposed Slope Stakes Cut ------------------ -- -- -- a --
Proposed Slope Stakes Fill ------------------- ----- F ------
Proposed Wheel Chair Ramp -----------------
Curb Cut for Future Wheel Chair Ramp ------ ccs
Existing Metal Guardrail------------------------T-T---T--
Proposed Guardrail -------------------------- T z r T
Existing Cable Guiderail-------------------- _ n - _LL ___ n _
Proposed Cable Guiderail-------------------- n n n n
Equaility Symbol --------------------------- e
Pavement Removal
VEGETATION:
Single Tree ----------------------------------- ,
Single Shrub ----------------------------------- o
Hedge.----------------------------------------
WoodsLine -----------------------------------
Orchard--------------------------------------- 0 0 0 0
Vineyard _______________________________________L Vineyard
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Bridge, Tunnel or Box Culvert ---------------- I cows --I
Bridge Wing Wall, Head Wall and End Wall - CONC WW
MINOR:
Head and End Wall ------------------------- /-cONC NW
Pipe Culvert .-------------------------------- _ _ ----
Footbridge-----------------------------------
Drainage Box: Catch Basin, DI or JB --------- (__J CB
Paved Ditch Gutter --------------------------
Storm Sewer Manhole ---------------------- 0
Storm Sewer ------------------------------- S
UTILITIES:
TELEPHONE:
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POWER:
•
Existing Power Pole ---------------------------
_,0..
Proposed Power Pole -------------------------
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Existing Joint Use Pole .-----------------------
--
Proposed Joint Use Pole----------------------
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Power Manhole ------------------------------
USG Tank; Water, Gas, Oil -------------------
Power Line Tower ----------------------------
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Power Transformer ---------------------------
---------T
U4G Power Cable Hand Hole ----------------
Fa
H --Frame Pole -------------------------------
Tc
Recorded WG Power Line --------------------
P- -
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Designated LPG Power Line (S.U.E.*) --------
T FO—
TELEPHONE:
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Existing Telephone Pole ----------------------
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Proposed Telephone Pole --------------------
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Telephone Manhole --------------------------
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Telephone Booth -----------------------------
Telephone Pedestal --------------------------
Telephone Cell Tower ------------------------,
USG Tank; Water, Gas, Oil -------------------
UrG Telephone Cable Hand Hole -----------
f
Recorded USG Telephone Cable - - - - - - - - _ - - _ _
---------T
Designated U4G Telephone Cable (S.U.E.*) _ _
_ _ - ---T--- - — -
Recorded LPG Telephone Conduit ---------
Tc
Designated LYG Telephone Conduit (S.U.E.*)-
-- - -- ---Tc-- -~ - -
Recorded USG Fiber Optics Cable ------------
T FO—
Designated UG Fiber Optics Cable (S.U.E.*) -
--- -- - --T FO- - -- -
WATER:
Water Manhole------------------------------- &
Water Meter---------------------------------- o
Water Valve ----------------------------------
Water Hydrant --------------------------------
Recorded LPG Water Line -------------------- -w
-
Designated IJ�G Water Line (S.U.E.*) --------- - -- - --W____
Above
-_---
Above Ground Water Line ------------------- A/G Water
TV.
TV Satellite Dish ----------------------------- X
TV Pedestal ---------------------------------- n
TVTower -------------------------------------
UVG TV Cable Hand Hale ------------------- Pq
Recorded UkG TV Cable --------------------- TV
Designated USG TV Cable (S.U.E.*) - - - - - _ - _ - - - - - ---TV--- - - _
Recorded USG Fiber Optic Cable ------------ TV FU
Designated USG Fiber Optic Cable (S.U.E.*)- - _ - - —Tv FO— - -
GAS:
GasValve-----------------------------------
Gas
---------------------------- ---_Gas Meter ------------------------- _____--
Recorded I.fG Gas Line ---------------------
Designated
--------------------Desi nated U�G Gas Line S.U.E.*) ----------- - - - - - - - -
Above Ground Gas Line --------------------- A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole --------------------- O
Sanitary Sewer Cleanout --------------------- ED
USG Sanitary Sewer Line --------------------- SS
Above Ground Sanitary Sewer -------------- A/G Sanitary Sewer
Recorded SS Forced Main Line--------------- FSS
Designated SS Forced Main Line (S.U.E.*) - _ _ _ - --FSS— — _-..
MISCELLANEOUS:
lei
Utility Pole -----------------------------------
•
Utility Pole with Base ------------------------
Q
Utility Located Object ------------------------
o
Utility Traffic Signal Box ----------------------
Utility Unknown UVG Line -------------------
USG Tank; Water, Gas, Oil -------------------
AG Tank; Water, Gas, Oil -------------------
U�G Test Hole (S.U.E.*) ----------------------
Abandoned According to Utility Records -----
AATUR
End of Information ---------------------------
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FILE: K:\38556\V8DGN\PACKAGES\WALLACE NEEL - PHASE 1\38556_0©R_C0VSYMJB dgn
DATE: 24 Apr -2007 11:31

6.0'
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WALLACE NEEL ROAD RELOCATION
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PROP. APPROX. 3"
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PROP. APPROX. 4"
BIT. CONC. INTERMEDIATE COURSE, TYPE 119.00,
AT AN AVERAGE
RATE OF 228 LBS. PER SO. YARD IN EACH OF TWO LAYERS.
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PROP. APPROX. 4"
BIT. CONC. BASE COURSE, TYPE 825.00,
AT AN AVERAGE
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See Sheet 1-8 For Conventlonal Symbols
VICINITY MAP
Lrlp�1�V��i/I�Mj,.(IT�l�gL.......MPYONNf9Ni.Nfi................... ........N►.Ni►9l.........../NN•.N 6
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GRADINGPLAN FOR I
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NAD 83
• 15424
-LI- STA. 36 + 01.57
CLEARING ON THIS PROJECT SHALL BE TO THE
UMTS ESTABUSHED ff METHOD N — NCDOT STD. 00.03
PROJECT LENGTH
V pp mpk I LENGTH ROADWAY PROJECT = LOS aa7u
LSNGTB OF STRUCTURE = N/A
TOTAL LBNCTfI OF PROJECT= LAS miles
2M STAAMAM
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CYNTHIA A. FLEHAN, P.E.
RIG�I�!'' Off" WAY DATE: ROBERT N. PRESSLEY, P.E. sICNATUR�
N IA PROJECT Fame ROADWAY DESIGN
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PROJECT DWGN ENCRiM
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DATE: 24 -Apr -2007 10:29
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Note: Not to Scale
*S. U.E. = Subsurf `ace utility Fngima ng
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET
BOUNDDARIFS AND PROP"2 :
O
State Line ------------------------------------
S
Well-------------------------------------------
County Line -----------------------------------
Small Mine ------------------------------------
Proposed Right of Way Line ----------------
Township Line ---------------------------------
Proposed Right of Way Line with
Area Outline ---------------------------------
CityLine ------------------------------------
Cemetery ------------------------------------
t
Reservation Line ---------------------_------_---
Concrete or Granite Marker - - - - - - - - - - - - - ,...,.
Property Line ----------------------------------
Existing Control of Access -------------------
Existing Iron Pin -------------------------------
O
0
Property Corner -------------------------------
Church----------------------------------------
Property Monument----------------------------
EC
EGM
Parcel/Sequence Number ---------------------
123
Existing Fence Line ---------------------------- ---x
x X_
Proposed Woven Wire Fence------------------
n__ ___-----___-
Proposed Chain Link Fence ------------------
13
Proposed Barbed Wire Fence ------------------ -_
PuE
Existing Wetland Boundary ------------------- - _ -Wl_ - - -
Proposed Wetland Bounds------------------
p ry
WLS
Existing High Quality Wetland Boundary ------
10 wL8
Existing Endangered Animal Boundary
EAB
Existing Endangered Plant Boundary - - - - - - - - - -
EPs
Gas Pump Vent or UkG Tank Cap ------------
O
Sign-------------------------------------------
S
Well-------------------------------------------
o
Small Mine ------------------------------------
Proposed Right of Way Line ----------------
Foundation ------------------------------------
Proposed Right of Way Line with
Area Outline ---------------------------------
.............
Iron Pin and Cap Marker
Cemetery ------------------------------------
t
Building.---------------------------------------
Concrete or Granite Marker - - - - - - - - - - - - - ,...,.
._
Existing Control of Access -------------------
UG Power Cable Hand Hole ----------------
School----------------------------------------
H-Frame Pole -------------------------------
Church----------------------------------------
Proposed Control of Access - - - - - - - - - - - - - - - - - --------��----
Dam-------------------------------------------
Existing Easement Line -------------------
.�7�'.�.RoLOGY.-
Stream or Body of Water -------------------- ---
Hydro, Pool or Reservoir ---------------------- �t
River Basin Buffer ---------------------------- RBB
FlowArrow -----------------------------------<----- --
Disappearing Stream -------------------------}_____-_.
Spring--------------------------------------------'- --� ...�----
Swamp Marsh --------------------------------
Proposed Lateral, Tail, Head Ditch -----------
False
_---------False Sump ----------------------------------
f "A"'110
, [
Standard Guage----------------------------- N i-! !-i i
CSX TRANSPORTATION
RR Signal Milepost ----------------------------- o
MILEPOST .55
Switch----------------------------------------- Cin
SWfrCH
RRAbandoned ----------------------------------{- --►- _I
RR Dismantled
"GRT OF WAY. -
Baseline Control Point ----------------------
°
Existing Right of Way Marker ----------------
A
Existing Right of Way Line ----------------
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Proposed Right of Way Line ----------------
Existing Joint Use Pole ------------------------
Proposed Right of Way Line with
Proposed Joint Use Pole ----------------------
.............
Iron Pin and Cap Marker
Power Manhole ------------------------------
Proposed Right of Way Line with
Power Line Tower ----------------------------
Concrete or Granite Marker - - - - - - - - - - - - - ,...,.
._
Existing Control of Access -------------------
UG Power Cable Hand Hole ----------------
_
H-Frame Pole -------------------------------
0---.0
Proposed Control of Access - - - - - - - - - - - - - - - - - --------��----
-P—
Existing Easement Line -------------------
_ _ _ -p_ _ _
Proposed Temporary Construction Easement -
E
Proposed Temporary Drainage Easement - - - - -
TRE
Proposed Permanent Drainage Easement - - - - -
PDE
Proposed Permanent Utility Easement --------
PuE
ROADS AND JWLDED FEIIIYURES:
Existing Edge of Pavement --------------------
Existing Curb -------------------------------- .�
Proposed Slope Stakes Cut ------------------ ------ _ ----
Proposed Slope Stakes Fill ------------------- ----- F -----
Proposed Wheel Chair Ramp -----------------
Curb Cut for Future Wheel Chair Ramp ------ ccf
Existing Metal Guardrail------------------------z-------I----I
Proposed Guardrail -------------------------- T T T T
Existing Cable Guiderail----------------------R------1'--"
Proposed Cable Guiderail -------------------- __1►_- a n n
Equaility Symbol --------------------------- Q�
Pavement Removal ---------------------------
TITG TAT"IO .-
Single Tree ----------------------------------- �2?
Single Shrub.---------------------------------- o
Hedge�----------------------------------------
Woods Line .----------------------------------
Orchard---------------------------------------
Vineyard ---------------------------------------L— Vineyard—]
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SEAL.
15424
l
SYMBOLS
STING STR CM"S:
"OR.
Bridge, Tunnel or Box Culvert ---------------- CONS
Bridge Wing Wall, Head Wall and End Wall - ) CONC ww
MINOR:
Head and End Wall ------------------------- coNC Hw
PipeCulvert-----------------------------------------
Footbridge----------------------------------- _ --
Drainage Box: Catch Basin, DI or JB --------- ❑ Cs
Paved Ditch Gutter --------------------------
Storm Sewer Manhole ---------------------- 0
Storm Sewer ------------------------------- 5 ---------
UTILITIES:
POWER:
0
Existing Power Pole .--------------------------
-0-
Proposed Power Pole -------------------------
�5
Existing Joint Use Pole ------------------------
IM
Proposed Joint Use Pole ----------------------
-}-
Power Manhole ------------------------------
Q
Power Line Tower ----------------------------
F9
Power Transformer ---------------------------
T
UG Power Cable Hand Hole ----------------
- _ _ _T_ - _
H-Frame Pole -------------------------------
0---.0
Recorded UAG Power Line--------------------
-P—
Designated U4G Power Line (S.U.E.*) - - _ _ _ _ _ _
_ _ _ -p_ _ _
TELEPHONE:
Existing Telephone Pole ----------------------
0
Proposed Telephone Pole --------------------
-0-
Telephone Manhole --------------------------
�5
Telephone Booth -----------------------------
IM
Telephone Pedestal --------------------------
?WL
Telephone Cell Tower ------------------------
Q
LPG Telephone Cable Hand Hole -----------
F9
Recorded LAG Telephone Cable - - - - - - - - - - - - -
T
Designated UhG Telephone Cable (S.U.E.*) - -
- _ _ _T_ - _
Recorded UG Telephone Conduit - - - - - - - - -
TG
Designated UI Telephone Conduit (S.U.E.*)-
- -- - --TG-- -- - -
Recorded LAG Fiber Optics Cable ------------
T FO
Designated LYG Fiber Optics Cable (S.U.E.*)-
- - - --T F°- --- -- -
WATER:
Water Manhole------------------------------- 0
Water Meter---------------------------------- CD
Water Valve ----------------------------------
Water Hydrant --------------------------------
Recorded LI Water Line ._-__----_ _------ W
Designated USG Water Line (S. U. E.*) --------- _ _ - _ W____
Above Ground Water Line - - - - - - - - - - - - - - - - - ASG Water
TV:
TY Satellite Dish ----------------------------- X
TV Pedestal ------------------------ ------ FM
TVTower------------------------------------- 0
U4G TV Cable Hand Hole ---------- -------- FH
Recorded LIG TV Cable .------_----------_ Tv
Designated USG TV Cable (S.U.E.*) - - - - - - - - -- - - _..TV— --- - -
Recorded Lk G Fiber Optic Cable ------------ TV FO
-
Designated UI G Fiber Optic Cable (S.U.E.*)- - - - -- —TV Fo-
GAS:
GasValve ----------------------------------- 0
GasMeter -----------------------------------
Recorded USG Gas Line ---------------------
Designated LPG Gas Line (S.U.E.*)----------- - - _ _�-
Above Ground Gas Line --------------------- A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole ---------------------
Sanitary Sewer Cleanout --------------------- C+)
USG Sanitary Sewer Line --------------------- 5�
Above Ground Sanitary Sewer -------------- A,G sanitary Sewer
Recorded SS Forced Main Line--------------- FSS
Designated SS Forced Main Line (S.U.E.*) - - -- - - -FSS- - - _
MISCELLANEOUS:
Utility Pole _____________________ _____________
0
Utility Pole with Base ------------------------
0
Utility Located Object ------------------------
o
Utility Traffic Signal Box --------------------- -
IM
Utility Unknown UVG Line -------------------
?WL
USG Tank; Water, Gas, Oil -------------------
Q
AA�G Tank; Water, Gas, Oil -------------------
U�G Test Hole (S.U.E.*) ----------------------
Abandoned According to Utility Records -----
AATUR
End of Information ---------------------------
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DATE. 24 -Apr -2007 11- 31
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14' - 20'
BERM
a`\`�'�%/Y
PON
OLD DOWD RD RELOCATION
32A' FACE TO FACE OF CURB
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NOTE: SEE PLANS FOR SUPERELEVATION RATES AND TRANSITIONS.
-Ll- STA. 10 + 88.29 TO 41- STA. 36 + 01.51
/4'
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15424
PAVEMENT SCHEDULE
PROP. APPROX. YBIT.CONC. SURFACE COURSE,TYPE S9.50,
C/
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD IN EACH OF TWO LAYERS.
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PROP. APPROX.4' BIT. CONC.INTERMEDIAT COURSE, TYPE II9M,
DI
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EI
PROP. APPROX. 4' BIT. CONC. BASE COURSE, TYPE B25.00,
AT AN AVERAGE RATE OF 456LBS. PER SO. YARD IN ONE LAYER.
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PROJECT REFERENCE NO. SHEET NO.
ROADWAY DESIGN HYDRAUUCS
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SHT 15
OF
FILE: K-.\38556\V8DGN\PACKAGES\WALLACE NEEL - PHASE 1\38556-ODR-PHI-PRF-REV-SH15.dgn
DATE: 01 -May -2007 09.-48 31
N
LL
SHT 15
OF
FILE: K-.\38556\V8DGN\PACKAGES\WALLACE NEEL - PHASE 1\38556-ODR-PHI-PRF-REV-SH15.dgn
DATE: 01 -May -2007 09.-48 31