20041575 Ver 1_Site Plan_20040923

D
S E P 2 4 2004 ~ ~ _ _ _ -350- _ \ _ EXISTING CONTOUR
DENR • WATER DUALITY WETLANDS AND STDRMWl1TER BRANCH ~ ~ EXISTING DITCH LINE STREAMS aRw~li - - ~ ,
~i AND PONDS
e
- - EXISTING AIRPORT PROPERTY LINE
EXISTING TREE LINE
FRANKLIN COUNTY, NORTH CAROLINA
® EXISTING UTILITY STRUCTURES
THE
LPA
LIMITS OF CLEARING & GRUBBING -
AND SEEDING & MULCHING - - GROUP = _
TRANSPORTATION CONSULTANTS
Q - - - - - LIMITS OF CLEARING THE LPA GROUP of North Carolina, p.a.
s 1 '9 TEMPORARY SILT FENCE 4904 Professional Court, Suite 201 Ralei h, North Carolina 27609
~ (SEE DWG. No. EC-1, DETAIL 1) 9
Member of THE LPA GROUP INCORPORATED
/ TEMPORARY RIP-RAP CHECK DAM ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
(n l ~ (SEE DWG. No. EC-1, DETAIL 3) CHARLOTTE, Nc • CHICAGO, IL • COLUMBIA, sc GREENSBORO, NC • GULFPORT, MS • KNOXVILLE, TN
~ MOBILE, AL • MIRTLE BEACH, SC • ORLANDO, FL I \
• / i ~ ~ ,'i TEMPORARY SEDIMENT TRAP RALEIGH, Nc • RICHMOND, VA • SARASOTA, FL ~ ^ - \ A TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
/ / / / (SEE DWG. No. EC-2, DETAIL 2)
p ~ / / ~ i \ ~ Designer:
~ = 4 277.5475 ~ ~ / ~ N 82 , ~ / ~ \ / \ ,r_ TEMPORARY DIVERSION DITCH ~ ~ (SEE DWG. No. EC-2, DETAIL 3) CAR
E = 2,193,906.3426 ~ ~ ~ / / ~ r ~ ) / - off........ ..ti ; ~ ~ ~ - ~ Technician: ~
. •.9 ~ . ,
Q / ~ ~ ~ ~ ~ ~ ` - ~ ~ BZW SEAL
_ ~ / ~ N 824,278.7618 ~ I \ ~ / / ~ ~ I \ ~ Checked b : - 02056
- .038 ~ ~ ~ / E- 2,194,117 5 ~ ~ ( ~ N 82;7'05.5040 25;05.5040 I \ ~ V ~ :
~ 1 ~ ~ / ~ I o Fr= ,1"95,196.5810 V ~ I ~ ~ ~31 ~ 95,196.58173 \ I \ ~ ~ . aNE .•'Q
/ - / ~ } ~ I ~ ~ Project Number:
m / I s - / ~ ~ s / ~ ~ _ ~ , ~ RA306024
/ ~ - ` / / / - i / I I - _ ~ 1 ~ I ~ _ \ /
V N = 823,687.5138 ~ / ~ \ ` ~ / / ~ ` , ~ ~5 I ~ / / / ~ \ \ ' ~
Q E= 2,193,915.3090 / w ~ ,,5 ~ ~ ~ 1
w i / ROCK DAM A ~ \ ~ 1 ~ , / / I ~
~ ~ l~ 3 ~ ~ ~ ~ / ~ r ~ p / -2 A~ ~ 3s ~ 1 ~ _ ~ I 1 ' ~ o~
'1 / / / ~ ` ~ ` ~ ~ / / I \ ~
~ ~ / ~ / / ~ ~ ` ` o \ / ~ / / / ~ ~ ~ / \ 1.
~ ~ / / l ~ ~ ~ l 360-- ~
I ~ / ~ i I 1 / / ~w ~ - ~ ~ ~
I I `
/ LEVEL SPREADER A a I I 3 _ w ~ ~ ~ EC-2 ~ 3 - ~ ~ ~ / 1 ~ ---360
I / ~h o ~ ~ ~ I~~ / ` ~
~ / ~ 0 ~ ~ ~ l / ~ I / / ~ _ I / \ ~
1 / ~ ~ o i / ~ TEMPORARY; CONSTRUC~JON ~ ~ -3 ~ ~ sue` ~TRUC~JON 2 I / - v~ , ~
~ r i / ~ / ~ / ~ ~ ~ , .yam ~ _ ENTRANCE PAD EC-~ 200 10d 0 200 400
~ ~ / 1 ~ ~ ~ I l iTELEPNbNE PED. I / / ~
4 i / i . i ~ - I > / / ~ ~ XI T. ~ ~ E S EXIST. ? -,3g0` GRAPHIC SCALE BAR
/ _ ~ ~5- R! ~ ~ ) / E L PAPI-2 ?
~ i ~i ~ ~ ~ ~i i - ~ i / / _ - ~ ~ / ~ ~ ELEC. BOXES BOXES , 1 N =1825,87 .805 - 365- - - _ _ - - 365 ~ ~ REVISIONS
/ / / ~ ~ _ ~ J I I _ ~ - . 1, E -12,196,3 .9560 1 ~ No. Descri tion Date B
- - f - ~ - G, - - ~ - ~-T -
- - - w ~_--~0 335r ~0 ~ ~ o ` .__i ~ i
I ~ l ROCK TCROP ~ - ~ J ~ - ~ \ ~ \ \ EXIST. r \ ~ ~ l J ,
TEMPORARY CONSTRUCTION 2 / ~ / ~ ~ / _ _ _ _ _ ~ o I EXIST. SIDE BAND
EC-1 / ~ 0 ~ / ENTRANCE PAD 33 / ~ / / / ~ ~ ~ w' \ I, ~ R F R NC ~ ,~60, 1 ~ S REII E E E E S S ~ j' GLIDE SLOPE- - I
~ ~ ~ - I o ~
i ~ J / ~ ~+TL`LEP~IONE PED. ~ \ 360 - _ _ _ _ _ - - - -360' ~
i ~ ~ ~ EXISTING STRUCTURES CONTRACTORS ~ ~ ~
i I ~ TO BE REMOVED STAGING AREA I / 1 ~ ~ a Ec 1`';1 ~ '345-- "--L----------------------------~----- ~ -E-SEC.!, BOX 1 ~ ~ ~ -`Lz=-= ?
~ - ~ ~ ` BY OTHERS -SEE NOTE ~ ~ i ~ ~ ` _ / i 11 ,-335 - / ~ 1 I I i ~ 340----
~ ~ ~34 - / ~ ~ ® ~ I ~ A ~ / i - - ~
LEVEL SPREADER C 4 ~ ~ - - ~ \ caE CABLE V BOX ` \ / / / 1~~~_~
~ ~ ~ l / EC-2 g ` ~ . 1 ~ A ~ ~ ~ ~ ~ - I i \ 1 ~
I
I 335- _ ~ ~ ~ \ i ~ ` ~ ~ ~ ! / ~ , / ~ ~ ~ ~ ®EROSION CONTROL REVISIONS 9 09 04 BZW / 7, ~ ..I GRkVE ' , ~ I I ~ ~
, ~ / 1 ~ ~ _ ~ ~ A YA 1 I I t / / / r\ X34 ~ ADDENDUM N0. 1 8 23 04 BZW /
• • , I ~ ~ ~ TEMPORARY CONSTRUCTION z - ~ ® ~ \ \ ~ ~ ~ ~ i ~ ~ ~ ~ fAA A.LP. Project Number: PION z ( / / I I - _ i I_ v ~ . ~ / / I t
~l,~ - . ~ ~ I ` ENTRANCE PAD EC-1 \ I / J \ ~ / ~ T
/ ~ ~ 1 ~
m ~ ~I ~ ~ 35 ~ 3 ~ _ _ ~ •y0 1 ~ / ~ ` ~ ~ Project Name. m \ 1 ' \ ) i ~ / ~ ,
~ ~ ~ C j ~ ~ / I I r
~ ~ ~ ~ M l I C l ~ / / 1 ~ ~ ~ ~ _ ~ ~ I ~ B TR TI N
~.CT f- - ~ ~ PRO _ - l.+r , 1 II I ( ~ ( 1 - i Il I I
_ - SITE ,{v~ ~ h. • l s ~ I ~ 1 / / / I I
y.~4 / ~ . 1 f _ _ i l ll ~ / ~ 11 ` - 1
~ ,gyp d~~°"' „ " EXISTING STRUCTURES t / l \ I ~ ES ~ ~ ~ 1 1 ~ r / I _ /
~I RBI Ln. f ROCK DAM B ~ ~ ; ~.-~tt~ Ec-~ TO BE REMOVED ED ~ ~ i - - _ / ~ Drawing Name:
+ BY OTHERS -SEE NOTE 1 ~ / TE -,_J
. ~ i
~ c.. / LEVEL SPREADER B a ~ ~ I = 1 .7
EC-2 N 824,8 6 . - I E = 2,196,663.2 = 824,s1s.765o NOTE: 2,196,663.2175
~t ,i i . AND ~ EXISTING STRUCTURES 1-9 WILL BE REMVVED BY OTHERS.
~ ,r r ~ ~ ~ / N = 823,629.1601 . ~ +b' / O CONTRACTOR SHALL REMOVE EXISTING FOUNDATIONS N NTR PLAN
. - E = 2,195,768.3724 ER L ~ PER ITEMS S-140 AND P-151. THE FOUNDATIONS WILL BE
~44~1 ~ ~ ~ CA AVAILABLE TO THE CONTRACTOR FOR REMOVAL PER
gin. ~ ~ ~ ~ 'b' ~ G ~ . ,ti
~ - ~ CONTRACTOR MUST MAINTAIN THE FOLLOWING SCHEDULE:
~ > ~ - ~ ~ A 50 BUFFER FROM BANKS OF
EXISTING STREAM AND POND. 11w~~e{Dr STRUCTURES 1, 3, 5, 8 AND 9 WILL BE AVAILABLE BY 11-1-04 FRANKLIN COUNTY
C3R, ~ . ~~?'!!Un - Z : NO LAND DISTURBANCE STRUCTURES 2 AND 4 WILL BE AVAILABLE BY 11-15-04 Autocad Drawing Reference:
~ ; ~r~,~. C7 T - ~ MAY OCCUR IN THIS AREA. TREES STRUCTURES 6 AND 7 WILL NOT BE REMOVED
3 w M~ _ `ti = IN THIS AREA MUST BE CUT BY FC_027 CG-1.dwg
~ r' D WITHOUT HAND AND REMOVE Date: Drawing Number:
i I ~4 BUFFER AREA WITH AUGUST 2004
~ ca ~ m c ; , '0 : ENTERING THE Ri CHANIZED E UIPMENT. ME Q • -1 • Business Unit:
m
• RALEIGH

TY HAUL ROUTES, STAGING AREAS, AND CONSTRUCTION ACTIVITIES CONT'D SAFETY AND SECURI GENERAL
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DETAILED
1. THE CONTRACTOR WILL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE 8. ALL ROADWAYS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC. AT ALL CONSTRUCTION PROGRESS SCHEDULE. THESE PLANS AND SPECIFICATIONS PROVIDE • i~l+l
FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: TIMES. ANY SPILLAGE OF SOIL, DEBRIS OR OTHER MATERIALS SHALL BE GENERAL CONSTRUCTION SEQUENCE AND SAFETY PARAMETERS WHICH MUST BE
• OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION CLEANED UP IMMEDIATELY USING APPROPRIATE POWER SWEEPERS, INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR'S EROSION
AC 150/5370-2E. BLOWERS OR OTHER APPROVED EQUIPMENT, BY THE CONTRACTOR AFTER CONTROL PLAN SHALL BE INCORPORATED INTO THE CONSTRUCTION SE UENCE PLAN. Q
• AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18B. PROMPT NOTIFICATION BY THE ENGINEER OR AIRPORT OWNER. DUST GENERATED ~ .
• PARKING, MARKING, AND LIGHTING OF VEHICLES USED ON AIRPORT DUE TO CONSTRUCTION ACTIVITIES SHALL BE ADEQUATELY CONTROLLED AT ALL THE CONSTRUCTION OF THE PROJECT MUST BE COMPLETED IN SEQUENTIAL ORDER
AC 150/5210-56. TIMES. A PROGRAM OF REGULAR INSPECTION SHALL BE IMPLEMENTED BY THE AS LISTED BELOW: FRANKLIN COUNTY, NORTH CAROLINA
CONTRACTOR, AND COORDINATED WITH THE AIRPORT OWNER AND THE ENGINEER. 2. NOTICE TO AIRMEN (NOTAMS) -THE CONTRACTOR SHALL SCHEDULE AND • MOBILIZATION THE
PROVIDE THE NECESSARY INFORMATION ON CONSTRUCTION CONDITIONS 9. ALL EQUIPMENT MUST BE RETURNED TO THE STAGING AREA AT THE END OF • EROSION CONTROL
LPA • CLEARING AND GRUBBING -
SO THAT OWNER CAN ADVISE THE FLIGHT SERVICE STATION AND ISSUE EACH WORK DAY AND WHEN NOT ENGAGED IN THE CONSTRUCTION DURING • GROUP SEEDING AND MULCHING
NOTAM(S) IN ACCORDANCE WITH ESTABLISHED CRITERIA. NON-WORKING DAYS AND NIGHTS. OWNER WILL DESIGNATE AREAS FOR TRANSPORTATION CONSULTANTS
CONTRACTOR'S EMPLOYEES AUTO PARKING. PLANNED TEMPORARY EROSION CONTROL FEATURES
3. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THE LPA GROUP of North Carolina, p.a.
THROUGH THE PROJECT ACCESS LOCATIONS SHOWN ON THESE PLANS. 10. BURNING OF DEBRIS MAY BE PERMITTED, SUBJECT TO THE APPROVAL OF THE 4904 Professional Court, Suite 201 1. TEMPORARY CONSTRUCTION ENTRANCE PAD Ralei h North Carotin
OWNER. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, AND COMPLY g , a 27609
4. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. WITH CONDITIONS IN THE SPECIFICATIONS. 2. TEMPORARY SILT FENCE Member of THE LPA GROUP I R T NCORPO A ED
THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED 3. TEMPORARY RIP RAP CHECK DAMS ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
AREAS AT ANY TIME UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER 11. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
OR AIRPORT OWNER. CONSTRUCTION AND REPORT TO ENGINEER ANY VARIATIONS FROM THE OBTAIN APPLICABLE PERMITS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. GREENSBORO, NC • GULFPORT, MS • KNOXVILLE, TN MOBILE, AL • MYRTLE BEACH, SC • ORLANDO, FL
INFORMATION SHOWN ON CONSTRUCTION PLANS. RALEIGH, NC • RICHMOND, VA • SARASOTA, FL
HAUL ROUTES, STAGING AREAS AND CONSTRUCTION ACTIVITIES ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED IN ACCORDANCE TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
EXIST. CONDITIONSIUNDERGROUNDRND CONCEALED FACILITIES WITH ITEMS T-901 AND T-908 OF THE SPECIFICATIONS. Designer:
5. THE CONTRACTOR'S STAGING AREA AND HAUL ROUTES SHOWN ON THE ANY FINES, PENALTIES, OR OTHER COSTS ASSESSED BY STATE, LOCAL OR THE g~yy
PLANS ARE GENERAL AND FOR INFORMATION PURPOSES ONLY. THE ACTUAL FOR IDENTIFICATION CAR
12. CONTRACTOR SHALL BE RESPONSIBLE THE LOCATION AND SIZE AND LOCATION OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED AN PIPELINES N TRUCTION AREA. ANY GOVERNMENTAL AGENCIES FOR NON-PERFORMANCE OF THE EROSION CONTR QQ ••~••••~i ~L Technician: ~ V`.•''' .,~i ~:'~•.9=
OF ALL EXISTING UTILITIES D IN THE CO S BY OWNER PRIOR TO CONSTRUCTION. A AGE TO EXISTING UTILITIES OR PIPELINES ON OR OFF AIRPORT PROPERTY REQUIREMENTS OF THIS PROJECT AGAINST THE AIRPORT AUTHORITY SHALL ~ ~ • = BZW SEA L
DM ( ) BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND ANY SUCH - - Checked b : = 020563 =
6. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN DAMAGED BY CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED FROM y
ON THE PROJECT LAYOUT SHEET AND HIS APPROVED PHASING PLAN. THE CONTRACTOR SHALL REPAIR ALL UTILITY/PIPELINE DAMAGED BY THE CONTRACTOR MONIES DUE AT THE COMPLETION OF THIS PROJECT. JCF F~'••.FN E~.~ J; ~p,~ . ci E . Q .
CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE AT NO ADDITIONAL COST TO OWNER. Project Number: '~i, ~ ~
ENGINEER TO MINIMIZE DISRUPTION TO AIRPORT OPERATIONS. IT IS ~~nuin~t~''~-N.o4 PHASING RA3oso24
' INSURE COMPLIANCE WITH SAFETY 13. CABLES WILL BE LOCATED AND MARKED BY CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORS RESPONSIBILITY TO CONTRACTOR SHALL PROTECT EXISTING CABLES. ANY CABLES DAMAGED DURING
REQUIREMENTS AND TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS CONSTRUCTION WILL BE REPAIRED BY THE CONTRACTOR. CONTRACTOR SHALL PAY 1. ATTEND PRECONSTRUCTION CONFERENCE.
DURING CONSTRUCTION. ALL COSTS ASSOCIATED WITH THE REPAIR OF CABLES AT NO ADDITIONAL COST TO OWNER. 2. INSTALL EROSION CONTROL MEASURES.
7. ALL EXISTING GRASSED AREAS WHICH ARE DISTURBED AS PART OF THE
' CONTRACTOR'S STAGING AREA AND HAUL ROUTE 14. THE CONTRACTOR WILL BE RESPONSIBLE FOR STAKING AND GRADE CONTROL OF CONTRACTOR S ACCESS ROAD, , 3. PERFORM CLEARING AND GRUBBING OPERATIONS
ALL ELEMENTS OF THE CONSTRUCTION. CONTRACTOR SHALL LOCATE AND
SHALL BE RESTORED TO THEIR ORIGINAL CONDIT10N AFTER COMPLETION OF THE STAKE OUT ALL PROPERTY LINES AND LIMITS OF CLEARING AND GRUBBING 4. SEED AND MULCH ANY DISTURBED AREAS.
PROJECT. IN ADDITION, ALL EXISTING ROADS THAT WILL BE USED AS THE FOR APPROVAL BY THE ENGINEER AND OWNER PRIOR TO BEGINNING CONSTRUCTION. 5. ONCE PERMANENT SEEDING HAS BEEN ESTABLISHED,
CONTRACTOR'S HAUL ROUTE SHALL BE MAINTAINED DURING CONSTRUCTION NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM. REMOVE ALL TEMPORARY EROSION CONTROL FEATURES.
AND RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. NO SEPARATE SEED AND MULCH THE AREAS EFFECTED BY THE
MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM.
REMOVAL.
MAINTENANCE PLAN 100' o
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL GRAPHIC SCALE BAR
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL REVISIONS
BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
8'-0" MAX. POST SPACING No. Description Date By
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
WOVEN WIRE FENCE BECOMES ABOUT 0.5 FT. DEEP. THE EROSION CONTROL
BARRIER WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. THE ENGINEER MAY DIRECT THAT ADDITIONAL SILT FENCING BE
0 INSTALLED AT ANY TIME PRIOR TO FINAL ACCEPTANCE.
I
_ .
z
EXIST. GROUND LINE 50' MIN.
SYNTHETIC FILTER FABRIC BUT SUFFICIENT TO KEEP A 1.5'
SEDIMENT ON SITE 9" MIN. MIN. FAA A.I.P. Project Number:
ELEVATION VIEW
NOTES: Project Name:
STEEL OR WOVEN WIRE FENCE 2"-3" STONE TO BE USED 25' OR WIDTH OF E OR TREE PROTECTION FENCE UP
WOODEN POST ~ Q PROPOSED STREET, 1. PUT SILT FENCE OR TREE P z 3 (SURGE STONE OR RAILROAD NSTRUCTION ENTRANCE IS USED. FILTER FABRIC B TR
~ o WHICHEVER IS TO ENSURE CONSTRUCTION ~ Q BALLAST) SYNTHETIC FILTER FABRIC X o GREATER. TI N
w ~ 2. IF CONSTRUCTION ON THE ~ AT A )N ON THE SITE ARE SUCH TH L
THE MUD IS NOT REMOVED )T REMOVED BY THE VEHICLE TRAVELING CLASS 'B' EROSION
VE, THEN THE TIRES OF THE VEHICLES CONTROL STONE
o OVER THE STONE, THEN THE LED BEFORE ENTERING THE PUBLIC 24" MAX.
~ 18" MIN. MUST BE WASHED BEFORE E PLAN ROAD. ~1 2. AT CENTER Drawing Name: 1
EXIST. GROUND LINE
15' MIN. 3. IF A PROJECT CONTINUES T CONTINUES TO PULL MUD AND DEBRIS
_ _ 35 MIN. ON TO THE PUBLIC ROAD 1 N L N BLIC ROAD, THE CONTRACTOR SHALL '
- - - 6 MIN. z " - 00 CLEAN THE AREA. EA. - AND SECTION A A FILTER FABRIC
~ _
4" 12" MIN. L
COMPACTED SOIL OR GRAVEL L =THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION
~~~~i~i~i~ v ~ ~~~i i ,~i.~~~~~y, L ~ A B
SECTION VIEW L
. EXISTING FABRIC UNDER STONE NOTE.
ROADWAY ~ FRANKLIN COUNTY
INSTALL SILT FENCE WHERE SHOWN ON THE PLANS AND CROSS SECTION
MAINTAIN UNTIL DISTURBED AREA IS COMPLETELY STABILIZED. ` ~ , Autocod Drawinq Reference:
~ ~ FC 024 EC-1.dw _ _ 9
r? 2 Date: Drawing Number:
3 AUGUST 2004
EC-1 N.T.S. N.T.S. EC-1 N.T.S. EC-1
Business Unit:
RALEIGH

5'
12" NCDOT
#57 WASHED STONE MIN. CLASS 'B' RIP RAP
3 1'
~ CREST OF WEIR
8' MAX ti• f
i ~ ; 2 MIN.
3'
3' COMPACTED SOII r1PACTED SOIL _ _ ~
TOE F I -1 I I-1 i X11 I__I i!-! I
I ~ I ICI l l ~l l l~ l lei, l ~I= _ ao ? O`~ - s
i~~i/ iii
DAM DESIGN STORAGE CAPACITY WEIR LENGTH DAM HEIGHT DESIGN SURFACE AREA 6 TYPICAL < ~ii~ FRANKLIN COUNTY, NORTH CAROLINA .
(FT 3) (FT) (FT) (SF)
15 4 22 80o NOTE: A 68,400 , OTE: THE
MPORARY SILT DIVERSION DITCH WILL NOT BE MEASURED. LPA
B 67,500 15 4 22,500 TEMPORARY SIL COST WILL BE I IST WILL BE INCIDENTAL TO OTHER ITEMS. DITCHES SHALL -
BE RETURNED GROUP RETURNED TO THEIR ORIGINAL CONDITION AT THE CONCLUSION
OF THE PROJE( THE PROJECT ONCE PERMANENT GROUND COVER HAS TRANSPORTATION CONSULTANTS
BEEN ESTABLISI EN ESTABLISHED.
THE LPA GROUP of North Carolina, p.a.
NOTES: 4904 Professional Court, Suite 201
1. STORAGE CAPACITY SHALL BE 1800 FT 3/ ACRE OF DISTURBED AREA. 3 Raleigh, North Carolina 27609
2. STONE SIZE SHALL BE CLASS 'B' WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57 N.T.S. EC-2 Member of THE LPA GROUP INCORPORATED
#57 STONE SHALL BE INCIDENTAL TO THE PROJECT. ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC GREENSBORO, NC • GULFPORT, MS + KNOXVILLE, TN
3. PLACE FILTER FABRIC BELOW RIP RAP. FABRIC SHALL BE INCIDENTAL. MOBILE, AL • MIRTLE BEACH, SC • ORLANDO, FL
4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER. RALEIGH, NC • RICHMOND, VA • SARASOTA, FL TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
5. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME
Designer:
6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED FROM THE WEIR ELEVATION.
B~ ~~~~~~i~uuuir~rii o ~N CAR
7. EARTHWORK REQUIRED FOR THE CONSTRUCTION OF TEMPORARY ROCK DAMS Technician: ~ ; ~ ~ . 9 "~C
WILL NOT BE MEASURED FOR PAYMENT AND SHALL BE INCIDENTAL TO THE PROJECT. 62:W SEAL
= 02056 _ Checked by: '
~
.GINS Q
N.T.S. EC-Z I~ Project Number:
VEGETATED r, N ~ TRANSITION RA306024 ~iiiiin~ 1i1, IV~
DIVERSION ~ I ~ TO 0~ GRADE i~)~„
III, Ih, ,~~i 111 ~ i~~i

li ~ III, 6~~, , b~~,
111 ~ 111
5' U, 61~, , i~~i G1i ,
1.5 Ilr~ MIN. ,~ti~ i~)I„ IUD
~ No. 57 STONE ~ ~ ~ I
)I II, IU~ ~ ~ „
1 U~~ ,
. RA 5 MAX ~ STO GE -1~ 2. I~r, III, i~)i„
- ti• r i~~~ / ~i 111, 1~1i,
III. , , 111' 1
~ \ ~ Ilt r I
IVY ~~)I 111, III, ~ III 1 1
CROSS SECTION r,~~, FlLTER FABRIC ~ ~~)I
lir~ 21 MIN. U~ \ ,
6~~ , , ~ i, ~ V III, ,,fl„ .,1
lug i~)~ V
STABLE UNDISTURBED 1i1' REVISION S 111-
OUTLET )i „ 1i1' i~ ~ No. Description Date By
WEIR LENGTH ~i~ ~~i /
~ y~~ ~ ~ ~~i /
y/// /y~
/ MATERIAL STAPLED / / 5 MAX. ~ ~ ~ - VARIES
/ / ~ EMERGENCY BY PASS IN PLACE
/ / ~ / 6 BELOW SETTLED TOP ~ ~ ~ y
OF DAM. 6" MIN.
3'
MIN. NATURAL GROUND /
FILTER FABRIC 2:1 SIDE ~ ~ ~ ~ r~ ~ ~ ~ ~
~ ~ / , , ~ ~ ~ ~
SLOPE MAX. - \
1:1 SIDE
S IP LEVEL L ® EROSION CONTROL REVISIONS 9 09 04 BZW ~ ~
BURIED BURIED 6" MIN.
TRAP REQ D STORAGE CAPACITY WIDTH LENGTH STORAGE DEPTH WEIR LENGTH REQ D SURFACE AREA 0 ADDENDUM N0.1 8 23 04 BZW FAA A.I.P. Project Number:
(FT 3) (FT) (FT) (FT) (FT) (SF)
SPREADER A 7,560 30 85 3 12 1,786 SPREADER ENTRANCE WIDTH DEPTH END WIDTH LENGTH
A A 24' 0.7' 3' 30' Project Name:
C 11,880 30 100 4 12 2,588 B B 24' 0.7' 3' 30'
D 13,968 35 100 4 12 3,040 C ' TR N C 10 0.5 3 10
L A IN
NOTES: S'
NOTES: 1. THE MATTING SHALL E TING SHALL BE A MINIMUM OF 4' WIDE AND BURIED INTO TRENCH. THE UPPER Drawing Name:
1. MAINTAIN EXISTING TEMPORARY SEDIMENT TRAPS. EDGE SHALL BUTT AG ALL BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE
s WITH CLOSELY SPACEI 2. STORAGE CAPACITY SHALL BE 1800 FT /ACRE OF DISTURBED AREA. )SELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12" LONG.
ENERAL N TE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF.
3. STONE SIZE SHALL BE CLASS 'B' WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57 2. ENSURE THAT THE Sf
#57 STONE SHALL BE INCIDENTAL TO THE PROJECT. 3. CONSTRUCT THE LEVE ICT THE LEVEL SPREADER ON UNDISTURBED SOIL.
FILTER FABRIC BELOW RIP RAP. FABRIC SHALL BE INCIDENTAL. , 4. PLACE 4. CONSTRUCT A 20 TR ICT A 20' TRANSITION SECTION FROM THE DIVERSION CHANNEL TO BLEND
5. REMOVE SEDIMENT TRAPS AS DIRECTED BY THE ENGINEER. SMOOTHLY TO THE WI .Y TO THE WIDTH AND DEPTH OF THE SPREADER.
6. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME 5. DISPERSE RUNOFF FR RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT
TO EXCEED 10%. ED 10%.
7. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED
FROM THE WEIR ELEVATION. 6. IMMEDIATELY AFTER C ELY AFTER CONSTRUCTION, SEED AND MULCH THE ENTIRE DISTURBED AREA FRANKLIN NTY COU SPREADER.
8. EARTHWORK REQUIRED FOR THE CONSTRUCTION OF SEDIMENT TRAPS WILL NOT OF THE SPREADER.
BE MEASURED FOR PAYMENT AND SHALL BE INCIDENTAL TO THE PROJECT. Autocad Drawing Reference:
4 FC 024 EC-1.d - - ~
EC-3 Date: Drowing Number:
2 N.T.S. AUGUST 2004
EC-2 N.T.S.
Business Unit:
RALEIGH

/ -
.
SEP 2 4 2004 ~ _ _ _ -350- _ ` EXISTING CONTOUR
DENR -WATER QUALITY EXISTING DITCH LINE STREAMS
WETU~NDS AND STORMWATER BRANgi AND PONDS
~ i
- EXISTING AIRPORT PROPERTY LINE
EXISTING TREE LINE
FRANKLIN COUNTY, NORTH CAROLINA
® EXISTING UTILITY STRUCTURES
THE
LPA LIMITS OF CLEARING & GRUBBING - .
I P~ND SEEDING & MULCHING - - GROUP = _
TRANSPORTATION CONSULTANTS
Q - - - - - LIMITS OF CLEARING THE LPA GROUP of North Carolina, p.a.
s TEMPORARY SILT FENCE 4904 Professional Court, Suite 201 _ Rolei h, North Carolina 27609
a (SEE DWG. No. EC 1, DETAIL 1) 9
Member of THE LPA GROUP INCORPORATED
TEMPORARY RIP-RAP CHECK DAM ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, sc
N i ~ (SEE DWG. No. EC-1, DETAIL 3) CHARLOTTE, Nc • CHICAGO, IL • COLUMBIA, sc ~ GREENSBORO, NC • GULFPORT, MS • KNOXVILLE, TN
~ 1 J ~ MOBILE, AL • MYRTLE BEACH, SC • ORLANDO, FL
~ i ~ TEMPORARY SEDIMENT TRAP RALEIGH, NC • RICHMOND, VA • SARASOTA, FL ~ " 1' \ A TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
~ / ~ / ~ (SEE DWG. No. EC-2, DETAIL 2
O ~ ~ ~ i ~ \ 1 ~ Designer:
~ N = 824 277.5475 ~ i / ~ E = 2,193,906.3426 , ~ ~ / / ~ ~ ~ ~ \ TEMPORARY DIVERSION DITCH
~ / / ~ / f ~ ` ~ .SEE DWG. No. EC-2 DETAIL 3 62.W C
~ / l ~ i ~ / / ~ ~ ' - ~ Technician: ~ % •.'G ~ ~ i \ ~ '.9
Q ~ / ~ ~ i ~ ~ - ~ ~ ~ ~ ~ BZ;W SEAL i ~ f ~ ~ " -
r N= 824,278.7618 / f ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ \ \ i i h k _ 020563 = I ~ ~ I \ \ ~ ~y6 C ec ed by
E= 2,194,117.5038 ~ ~ / ( ~ N=~82~;7'05.5040 ~ 1 ~ ~ T05.5040 \ ~ ~ ~
/ ~ ~ - V ~ / ~ "goo Fr- ~,'C~95,196.58T0 I ( ~ i i 1 ,196.5810 _ \ I 1 \ / , ,p •FN~NEE.•' Q
/ ~ 1 ~ i i / ~ ~ ,v Project Number: r ~ , `
m / ~ ~ _ ~ ~ / i I 365 ~ - ~ _ , ~ RA306024
0 w _ ~ i 1 I ~ ~ ~ i /
~I N= 823,687.5138 ~ ~ ~ ` ~ \ 1 \ i i E = 2193 915.3090 ~ ` 3a' ~ ~ \ i ~ / Q ~ \ 1 - \ 1 ~ / - \ \ ~ /
o~ ~ ~ ~ ~ i~ \ ~ ~ iii 1 \
ROCK DAM A ~ 1 , i I ~ i
~ o E-2 3Q \ ~ ~ ~ ~ 1 ~ , 1 ~
1 / / / l\ ~ \ \ e ~I ~ i > ~ o
/ ~ \ ~ / / ~ i
1 / / \ ~ 360-------' -
~ / / i \ / ~ \ ~
r ~ ~ ~ - LEVEL SPREADER A ~ _
~ I 4 ~ 3 _ ~ ~ ~ ~ EC-2 ~ 3 ~ ~ - - -60-
I ~ h / i s ~ ~ ~ > 1 ~ - -360 il% j / _ N 1
~ ~ ~ D ~ ~ ~ ~ I / / ~ ~ ~ ~ _ I, i ~
~ / 1 i ~ , ~ / ~ TEMPO'S=ARI= CONSTRUCTION ~ UC~ION 2 i' ~ _
. - ~NTRAIvCE PAD Ea ~ 200 100 0 2~ 400
1 ~ I ~TELEPNbNE PED. / i ~ l I / ~ / /
3~ Ali-J i / i . ~ ~
~ EXIST. EXIST. ~ -3 GRAPHIC SCALE BAR / ~ ~ R 1 ~ 60.,` / I / EL PAPI-2
~ i~ ~ i / / ~ ~ ~ ELEC. 80XES OXES / N ~ 825,87 805 - 365- - _ _ _ _ - 36 / ~ REVISIONS
i / / / r / J_~~ri 1; E -/2,196,3 .9560 ~
- - - - - - - ~ f - ~ - 7`- - - ~ ~ - - T a x ~ ~ ~ No. Description Date By ~ - ----j- - - - - -
5i C ~ c"~ ~ _i T i ,
~ ~ l ~ ROCK p11 TCROP ~ - ~ / EXIST
TEMPORARY CONSTRUCTION s i . ~ ~ w ~ _ _ _ _ _ ~ o ~ ~ \ ~ EXIST SIDE BAND 0,
EC-1 3 " ~ ~ 0 ~ / ENTRANCE PAD 3 I ~ / ~ ' i ~ i ~ RElL REFERENCE -I -36 ~s ss \
i ~ i ~ ~ , r ~ _ I p \ ~ GLIDE SLOPE- ` I
~ IJ / , TELEP,NOIVE PED. ~ \ 360 - _ _ _ _ - - - -360' ~
i ~ ~ f EXISTING STRUCTURES CONTRACTORS ~ i I ~ ~ ~
~ ~ v 1 TO BE REMOVED l STAGING AREA / o G 1',1 ~ 345--, --E-~EC.I BOX ~ ~ 1 C r 5-. ~ _
~ l ~ BY OTHERS -SEE NOTE ,-~-4EC.; e i / 33 `340- - "1 I f ~
, 1 I - _3 _ ~ n n i ~ ~ ? s ~ ~ ~ I ~ ` \
LEVEL SPREADER C a - - ~ ~ CABLE 1 ® V ~ / V ~ ~ ~ CABLE IV 80X n I \ / ~ ~
Ec-z q ~ - - - ~ ` ~ ~ _ ~
/ I . I 3p x,33 ` ~ „ ~ , ~ a.._. ~
1 I / i / ~ ®EROSION CONTROL REVISIONS 9 09 04 BZW
. ~ ~ I i ~ ~ ~ ~ ~ 1 ~ ` YA \ 1 I r / / X34 ~ ADDENDUM N0. 1 8 23 04 BZW ~ 0 i / ~ / ! \
~ TEMPORARY CONSTRUCTION ~ ® ~ 2 N \ \ ` •I ~ , ~ I ` ~ ~ ~ FAA A.LP. Project Number:
~ ~ I EC-1 ~ ~ 1 ENTRANCE PAD
~ 1 ~
~ ~ m Y \ ~5 m \ ~ / ~ - Project Nome: ~ / ~ ~ / ~ J
~ C . ,r l ~ / ~ ~
'k, -ter Il )I I I / ~ / ~ '
PR0 T - A ~ ~ I / I r ~ B TR IN i 1/ I
SITE , ~ ~ ~ ~ , ~ ~ ~ L IN
~ . . ~ 1 1 1 / I I I I
- ~ / 1 1 ~ / / ( I ~ / / ~ l v ~ /i t 1 / / ~ ( ~ '
~ ``yl~~~ ROCK DAM "B" EXISTING STRUCTURES r 3• ~ ~ TO BE REMOVED ~ v-~- I ~ _ / I r , - / ,
i EC-2 BY OTHERS SEE NOTE ~ ~ -0rawing Name: / / ~-i ~
s
; ~ LEVEL SPREADER B 4 '.'.i ~ _ V'
~ EC-2 N - 824,816.7650 F, E = 2,196,663.217,. 824,816.7650 NOTE: ~
,196,663.2175 N
1 s' ~ N = 823,629.1601 ~ EXISTING STRUCTURES 1-9 WILL BE REMVVED BY OTHERS.
~ E = 2195 768.3724 ~ , ~ ~ O CONTRACTOR SHALL REMOVE EXISTING FOUNDATIONS ER I N NTR L PLAN
~4Qib - ~ QJ z' - P-151 THE FOUNDATIONS WILL BE
,i _ AVAILABLE TO THE CONTRACTOR FOR REMOVAL PER
~ CONTRACTOR MUST MAINTAIN THE FOLLOWING SCHEDULE:
ti, ~ ~ _ ~ A 50 BUFFER FROM BANKS OF I w ~
Thi~11~ ~r EXISTING STREAM AND POND. _ ~ , ~ STRUCTURES 1, 3, 5, 8 AND 9 WILL BE AVAILABLE BY 11-1-04 FRANKLIN COUNTY
~ , abi~.~ ~ NO LAND DISTURBANCE Z . STRUCTURES 2 AND 4 WILL BE AVAILABLE BY 11-15-04
I ~ C) MAY OCCUR IN THIS AREA. TREES STRUCTURES 6 AND 7 WILL NOT BE REMOVED Autocad Drawing Reference:
~ 4_ _ r. = IN THIS AREA MUST BE CUT BY FC_027_CG-1.dwg
r~ r r~~ HAND AND REMOVED WITHOUT Date: Drawing Number:
1 ERING THE BUFFER AREA WITH ~ . ~ ~ - ~ ~ ENT AUGUST 2004
m ~ MECHANIZED E UIPMENT. Q ~ -1
m ' Business Unit:
RALEIGH

SAFETY AND SECURITY HAUL ROUTES, STAGING AREAS, AND CONSTRUCTION ACTIVITIES CONT'D GENERAL
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DETAILED
1. THE CONTRACTOR WILL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE 8. ALL ROADWAYS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC. AT ALL CONSTRUCTION PROGRESS SCHEDULE. THESE PLANS AND SPECIFICATIONS PROVIDE ~ ~1lr1
FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: TIMES. ANY SPILLAGE OF SOIL, DEBRIS OR OTHER MATERIALS SHALL BE GENERAL CONSTRUCTION SEQUENCE AND SAFETY PARAMETERS WHICH MUST BE
• OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION CLEANED UP IMMEDIATELY USING APPROPRIATE POWER SWEEPERS, INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR'S EROSION
AC 150/5370-2E. BLOWERS OR OTHER APPROVED EQUIPMENT, BY THE CONTRACTOR AFTER CONTROL PLAN SHALL BE INCORPORATED INTO THE CONSTRUCTION SEQUENCE PLAN.
• AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18B. PROMPT NOTIFICATION BY THE ENGINEER OR AIRPORT OWNER. DUST GENERATED .
• PARKING, MARKING, AND LIGHTING OF VEHICLES USED ON AIRPORT DUE TO CONSTRUCTION ACTIVITIES SHALL BE ADEQUATELY CONTROLLED AT ALL THE CONSTRUCTION OF THE PROJECT MUST BE COMPLETED IN SEQUENTIAL ORDER ~ ~ `
AC 150/5210-5B. TIMES. A PROGRAM OF REGULAR INSPECTION SHALL BE IMPLEMENTED BY THE AS LISTED BELOW: FRANKLIN COUNTY, NORTH CAROLINA
CONTRACTOR, AND COORDINATED WITH THE AIRPORT OWNER AND THE ENGINEER.
2. NOTICE TO AIRMEN (NOTAMS) -THE CONTRACTOR SHALL SCHEDULE AND . MOBILIZATION THE
PROVIDE THE NECESSARY INFORMATION ON CONSTRUCTION CONDITIONS 9. ALL EQUIPMENT MUST BE RETURNED TO THE STAGING AREA AT THE END OF • EROSION CONTROL
SO THAT OWNER CAN ADVISE THE FLIGHT SERVICE STATION AND ISSUE LPA • CLEARING AND GRUBBING - -
EACH WORK DAY AND WHEN NOT ENGAGED IN THE CONSTRUCTION DURING GROUP SEEDING AND MULCHING
NOTAM(S) IN ACCORDANCE WITH ESTABLISHED CRITERIA. NON-WORKING DAYS AND NIGHTS. OWNER WILL DESIGNATE AREAS FOR TRANSPORTATION CONSULTANTS
CONTRACTOR'S EMPLOYEES AUTO PARKING. PLANNED TEMPORARY EROSION CONTROL FEATURES
3. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THE LPA GROUP of North Carolina, p.a.
THROUGH THE PROJECT ACCESS LOCATIONS SHOWN ON THESE PLANS. 10. BURNING OF DEBRIS MAY BE PERMITTED, SUBJECT TO THE APPROVAL OF THE 4904 Professional Court, Suite 201 1. TEMPORARY CONSTRUCTION ENTRANCE PAD Ralei h North Carolina
OWNER. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, AND COMPLY 4. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. WITH CONDITIONS IN THE SPECIFICATIONS. g , 27609
2. TEMPORARY SILT FENCE Member of THE LPA GROUP IN RP R T CO 0 A ED
THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED 3. TEMPORARY RIP RAP CHECK DAMS ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, sc
AREAS AT ANY TIME UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER 11. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
OR AIRPORT OWNER. CONSTRUCTION AND REPORT TO ENGINEER ANY VARIATIONS FROM THE OBTAIN APPLICABLE PERMITS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. GREENSBORO, NC • GULFPORT, MS • KNOXVILLE, TN MOBILE, AL • MYRTLE BEACH, SC • ORLANDO, FL
INFORMATION SHOWN ON CONSTRUCTION PLANS. RALEIGH, NC • RICHMOND, VA • SARASOTA, FL
HAUL ROUTES, STAGING AREAS AND CONSTRUCTION ACTIVITIES ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED IN ACCORDANCE TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
EXIST. CONDITIONS/UNDERGROUND AND CONCEALED FACILITIES WITH ITEMS T-901 AND T-908 OF THE SPECIFICATIONS. Designer:
5. THE CONTRACTOR'S STAGING AREA AND HAUL ROUTES SHOWN ON THE ANY FlNES, PENALTIES, OR OTHER COSTS ASSESSED BY STATE, LOCAL OR THE g~yy
PLANS ARE GENERAL AND FOR INFORMATION PURPOSES ONLY. THE ACTUAL 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION CAR
SIZE AND LOCATION OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED N AREA. ANY • GOVERNMENTAL AGENCIES FOR NON-PERFORMANCE OF THE EROSION CONTR. •••••••~i ~L Technician: ~ 0~ ' .,/~i ; ~ ~ ' •.9
OF ALL EXISTING UTILITIES AND PIPELINES IN THE CONSTRUCTIO BY OWNER PRIOR TO CONSTRUCTION. A E TO X STING UTILITIES OR PIPELINES ON OR OFF AIRPORT PROPERTY RE UIREMENTS OF THIS PROJECT AGAINST THE AIRPORT ~ . Q AUTHORITY SHALL BZW - SEAL
DAM G E I ( ) BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND ANY SUCH - Checked by: = 020563
6. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN DAMAGED BY CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED FROM
ON THE PROJECT LAYOUT SHEET AND HIS APPROVED PHASING PLAN. THE CONTRACTOR SHALL REPAIR ALL UTILITY/PIPELINE DAMAGED BY THE CONTRACTOR MONIES DUE AT THE COMPLETION OF THIS PROJECT. ,,~,A •FN~ EE•.• Q
CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE AT NO ADDITIONAL COST TO OWNER. Project Number: 8~
ENGINEER TO MINIMIZE DISRUPTION TO AIRPORT OPERATIONS. IT IS ~nnnn~ ~ Il~o4 PHASING RA3oso24
' O INSURE COMPLIANCE WITH SAFETY 13. CABLES WILL BE LOCATED AND MARKED BY CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORS RESPONSIBILITY T CONTRACTOR SHALL PROTECT EXISTING CABLES. ANY CABLES DAMAGED DURING
REQUIREMENTS AND TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS CONSTRUCTION WILL BE REPAIRED BY THE CONTRACTOR. CONTRACTOR SHALL PAY 1. ATTEND PRECONSTRUCTION CONFERENCE.
DURING CONSTRUCTION. ALL COSTS ASSOCIATED WITH THE REPAIR OF CABLES AT NO ADDITIONAL COST TO OWNER. 2. INSTALL EROSION CONTROL MEASURES.
7. ALL EXISTING GRASSED AREAS WHICH ARE DISTURBED AS PART OF THE
T SS R A CONTRACTOR'S STAGING AREA AND HAUL ROUTE 14. THE CONTRACTOR WILL BE RESPONSIBLE FOR STAKING AND GRADE CONTROL OF CONTRAC ORS ACCE 0 D, , 3. PERFORM CLEARING AND GRUBBING OPERATIONS
ALL ELEMENTS OF THE CONSTRUCTION. CONTRACTOR SHALL LOCATE AND 4. SEED AND MULCH ANY DISTURBED AREAS.
SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AFTER COMPLETION OF THE STAKE OUT ALL PROPERTY LINES AND LIMITS OF CLEARING AND GRUBBING
PROJECT. IN ADDITION, ALL EXISTING ROADS THAT IMLL BE USED AS THE FOR APPROVAL BY THE ENGINEER AND OWNER PRIOR TO BEGINNING CONSTRUCTION. 5. ONCE PERMANENT SEEDING HAS BEEN ESTABLISHED,
CONTRACTOR'S HAUL ROUTE SHALL BE MAINTAINED DURING CONSTRUCTION NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM. REMOVE ALL TEMPORARY EROSION CONTROL FEATURES.
AND RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. NO SEPARATE SEED AND MULCH THE AREAS EFFECTED BY THE
MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM.
REMOVAL
MAINTENANCE PLAN 200' 100' 0 200' 400'
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL GRAPHIC SCALE BAR
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL
REVISIONS BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
8'-0" MAX. POST SPACING No. Description Date By
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
WOVEN WIRE FENCE BECOMES ABOUT 0.5 FT. DEEP. THE EROSION CONTROL
BARRIER WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. THE ENGINEER MAY DIRECT THAT ADDITIONAL SILT FENCING BE
0 INSTALLED AT ANY TIME PRIOR TO FINAL ACCEPTANCE.
I M
Z
EXIST. GROUND LINE 50' MIN.
SYNTHETIC FILTER FABRIC BUT SUFFICIENT TO KEEP A ,.5'
SEDIMENT ON SITE 9" MIN. MIN. FAA A.I.P. Project Number:
ELEVATION VIEW
NOTES: Project Name:
STEEL OR WOVEN WIRE FENCE ~ 2"-3" STONE TO BE USED 25' OR WIDTH OF OR TREE PROTECTION FENCE UP
WOODEN POST ~ Q PROPOSED STREET, 1 • PUT SILT FENCE OR TREE PF z 3 (SURGE STONE OR RAILROAD ~ o WHICHEVER IS TO ENSURE CONSTRUCTION E ISTRUCTION ENTRANCE IS USED. FlLTER FABRIC
N Q BALLAST) SYNTHETIC FILTER FABRIC X o GREATER. B TR TI
w ~ 2. IF CONSTRUCTION ON THE SI NON THE SITE ARE SUCH THAT A
THE MUD IS NOT REMOVED E T REMOVED BY THE VEHICLE TRAVELING CLASS 'B' EROSION
E, THEN THE TIRES OF THE VEHICLES CONTROL STONE
o OVER THE STONE, THEN THE I MUST BE WASHED BEFORE EI .D BEFORE ENTERING THE PUBLIC 24° MAX.
18 MIN. PLAN ROAD. ~%1 2. AT CENTER Drawing Name: 7
EXIST. GROUND LINE
15' MIN. 3. IF A PROJECT CONTINUES TC .ONTINUES TO PULL MUD AND DEBRIS ' ~
- " 35 MIN. ON TO THE PUBLIC ROAD TI 6 MIN. . N L ILIC ROAD, THE CONTRACTOR SHALL
z - 00 CLEAN THE AREA. A• SECTION A-A AN D
~ _ FILTER FABRIC
4" 12" MIN. I L L =THE DISTANCE SUCH THAT POINTS
COMPACTED SOIL OR GRAVEL A AND B ARE OF EQUAL ELEVATION L

SECTION VIEW A B ~ - L , 2 / \
EXISTING FABRIC UNDER STONE NOTE.
ROADWAY FRANKLIN COUNTY
INSTALL SILT FENCE WHERE SHOWN ON THE PLANS AND CROSS SECTION ~
MAINTAIN UNTIL DISTURBED AREA IS COMPLETELY STABILIZED. ~ Autocad Drawing Reference:
FC_024 EC 1.dwg
2 Date: Drawing Number:
1 3 EC-1 AUGUST 2004
EC-1 N.T.S. N.T.S. N.T.S. EC-1 -1
Business Unit:
RALEIGH

5'
12" NCDOT
#57 WASHED STONE MIN. CLASS 'B' RIP RAP
3 1,
~ ~ ~ REST OF WEIR
8 MAX
' ~ 2 MIN.
3'
3' COMPACTED SC )MPACTED SOIL _ _ i ~~i
TOE
F I ~1I-:~ I ~ ~~~[I 1=1I L ' I ~-I i h_ oo ? Ow y a i i-7~ r--~ F~ i i~ i F1,
/ ~
DAM DESIGN STORAGE CAPACITY WEIR LENGTH DAM HEIGHT DESIGN SURFACE AREA ~ FRANKLIN COUNTY NORTH CAROLINA 6 TYPICAL ~~/%/i/,~!/,/,~//.~i~//~
(FT 3) (FT) (FT) (SF)
A 68 400 15 4 22,800 NOTE: , VOTE: THE
EMPORARY SILT DIVERSION DITCH WILL NOT BE MEASURED. LPA
B 67,500 15 4 22,500 TEMPORARY S COST WILL BE ~OST WILL BE INCIDENTAL TO OTHER ITEMS. DITCHES SHALL
BE RETURNED GROUP ~E RETURNED TO THEIR ORIGINAL CONDITION AT THE CONCLUSION
OF THE PROJE iF THE PROJECT ONCE PERMANENT GROUND COVER HAS TRANSPORTATION CONSULTANTS
BEEN ESTABLI ~EEN ESTABLISHED.
THE LPA GROUP of North Carolina, p.a.
NOTES: , 4904 Professional Court, Suite 201
1. STORAGE CAPACITY SHALL BE 1800 FT 3/ ACRE OF DISTURBED AREA. 3 Raleigh, North Carolina 27609
2. STONE SIZE SHALL BE CLASS 'B' WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57 N.T.S. EC-2 Member of THE LPA GROUP INCORPORATED
X57 STONE SHALL BE INCIDENTAL TO THE PROJECT. ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC GREENSBORO, NC • GULFPORT, MS • KNOXVILLE, TN
3. PLACE FILTER FABRIC BELOW RIP RAP. FABRIC SHALL BE INCIDENTAL. MOBILE, AL • MYRTLE BEACH, SC • ORLANDO, FL
4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER. RALEIGH, NC • RICHMOND, VA • SARASOTA, FL TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
5. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME
6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED Designer:
FROM THE WEIR ELEVATION. ``,`~NUnurl~~~~~'
BZW CAR
7. EARTHWORK REQUIRED FOR THE CONSTRUCTION OF TEMPORARY ROCK DAMS Technician: ~ ti ~ • •.9
WILL NOT BE MEASURED FOR PAYMENT AND SHALL BE INCIDENTAL TO THE PROJECT. BZW SEAL
= 02056 = Checked by:
~ .GINS . Q
N.T.S. EC-2 1~ 1• Project Number: ~ G . 8 - aG
VEGETATED " I+`' ~ ~ 111 ~ TRANSITION RA306024
111 i\ I 1, ' TO 0% GRADE
DIVERSION ~\~i„ lU, IU, i~~i„

~ ~ 111, 1,1~ , ~ 61~ . ,
111, lug
' ~U` i 5 bl , 111, 1111 , i • I1'~ v ~tl, i
i~~i „ 1.5 111, ~\}I v Il,l ~
i ~ i MIN. No. 57 STONE ,,ti~~, 111, „
i ~ i~~i„ II ~ 111,
, 1 ``i i, ~ i\1 ~~I ~ ~
~ ~r~STORAGE 5 MAX 111
ti• 2. ~ I~~ i~~i i~~i
t I>>~ , ~ lip 111 1, 11
lu, ~~~i„ 111, ~~}i„ ~ i\~~
li~~ I t\) IU, I i III
CROSS SECTION FILTER FABRIC •1 1 1 t\II
21" MIN. ,I'` ~ ~\'I 111
~y~ , ~
III r ~~~I I\) ~\~I i,
li~~ STABLE UNDISTURBED 1i1' 1 REVISIONS ~\~I~, ~\flv 111
OUTLET 111' ~\~i„ No. Description Date By
r r~/~i WEIR LENGTH
~ ~ ~ ~ ri ~ /ri/ri r r
r~~/~r/~r~rr~ ~ ~i r~i r ~ r ri~i / rid ~ ~ ~ ~ r~r~r~/~/~r~
ri r r ri riyi r ~ ~ ~ ~ ~ /r //~/ij/i~~ir MATERIAL STAPLED 5 MAX. ~ ~ ~r~/~~~ VARIES
rj~/~/~~/~~~~~j~~~j~~~j~~/j~~r r ~rr~ /r r r Nr EMERGENCY BY PASS ~ / r / r~i~i IN PLACE
r/i /ir/%r/i~///~r~r~r~ ~ 6" BELOW SETTLED TOP ~ ~ ~ /r fir/ /r rr rr r ~ ~ y r~ rye ~ ~ ~
OF DAM. 6" MIN.
3'
MIN. NATURAL GROUND
\ \ \ FILTER FABRIC 2:1 SIDE ~ ~ ~ ~ 'r i~
/ ~ i//// /
SLOPE MAX. \ -
1:1 SIDE S \
LEVEL LIP ® EROSION CONTROL REVISIONS 9 09 04 BZW
~ ~
BURIED TRAP REQ D STORAGE CAPACITY IMDTH LENGTH STORAGE DEPTH WEIR LENGTH REQ D SURFACE AREA BURIED 6" MIN. ~ ADDENDUM N0. 1 8 23 04 BZW FAA A.I.P. Project Number:
(FT 3) (FT) (FT) (FT) (FT) (SF)
A 7,560 30 85 3 12 1,786 SPREADEE SPREADER ENTRANCE WIDTH DEPTH END WIDTH LENGTH
A A 24' 0.7' 3' 30' Project Name:
C 11,880 30 100 4 12 2,588 B B 24' 0.7' 3' 30'
D 13,968 35 100 4 12 3,040 C TR C 10 0.5 3 10
LEARIN
NOTES:
NOTES: 1. THE MATTING SHALL TTING SHALL BE A MINIMUM OF 4' WIDE AND BURIED INTO TRENCH. THE UPPER Drawing Name:
1. MAINTAIN EXISTING TEMPORARY SEDIMENT TRAPS. EDGE SHALL BUTT A 1ALL BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE
a WITH CLOSELY SPACI 2. STORAGE CAPACITY SHALL BE 1800 FT /ACRE OF DISTURBED AREA. .OSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12" LONG.
GENERAL NOTES
3. STONE SIZE SHALL BE CLASS 'B' WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57 2. ENSURE THAT THE ~ THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF.
#57 STONE SHALL BE INCIDENTAL TO THE PROJECT. 3. CONSTRUCT THE LEA UCT THE LEVEL SPREADER ON UNDISTURBED SOIL.
4. PLACE FILTER FABRIC BELOW RIP RAP. FABRIC SHALL BE INCIDENTAL. , 4. CONSTRUCT A 20 T UCT A 20' TRANSITION SECTION FROM THE DIVERSION CHANNEL TO BLEND
5. REMOVE SEDIMENT TRAPS AS DIRECTED BY THE ENGINEER. SMOOTHLY TO THE ~ ILY TO THE WIDTH AND DEPTH OF THE SPREADER.
6. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME 5. DISPERSE RUNOFF FI iE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT
EED 10%.
7. RE UIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED TO EXCEED 10%. Q
FROM THE WEIR ELEVATION. 6. IMMEDIATELY AFTER ,TELY AFTER CONSTRUCTION, SEED AND MULCH THE ENTIRE DISTURBED AREA FRANKLIN COUNTY
8. EARTHWORK REQUIRED FOR THE CONSTRUCTION OF SEDIMENT TRAPS WILL NOT OF THE SPREADER. SPREADER.
BE MEASURED FOR PAYMENT AND SHALL BE INCIDENTAL TO THE PROJECT. Autocad Drawing Reference:
4 FC 024 EC-1.dwg
EC-3 Date: Drawing Number:
2 N.T.S. AUGUST 2004
N.T.S. EC-2
Business Unit:
RALEIGH