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P ~ ~ ® ~OE~S$!Q ~ C 22 MAY 2008 ISSUED FOR CITY OF RALEIGH REVIEW SHEET TITLE TASK/PHASE NUMBER DRAWN BY
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Construction methods used for this project shall cardorm to the , _ , _ _ _ _ _ _ _ _ . _ _ _ _ standards and specificotions of the City~s Public Utgfties Handbook,
Ciiy Of Raleigh
Public UDlities Department Permit ~ _ _ _ _ _ - . _ _ _ ~ ~'W _}h . _ _ _ _ .
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a .mayy ~pEE S(Q SHEEP TITLE TASK/PHASE NUMBER DRAWN 8Y
~ ~ HORIZONTAL SCALE IN FEET C 19 FEB 2008 ISSUED FOR OMSTON OF LAND QUW1iY REVIEW ~ S ~ ~ , , . , , ~ ~ L;I
o ~ ~ a E o 0 4 8 12 B 30 JAN 2008 ISSUED FOR OMSION OF LAND QUALITY REVIEW B. HARRIS
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a ~ o p0 . o E~ Raleigh, NC 27607 STA 348+63 TO 360+49 705008.1000
N ~r wN <urueu`~ Tel: [phone] Fax: [phone] l o r ii
O E JUNE 2008 ISSUED FOR BIDS REV. ISSUED DATE DESCRIPTION SEAT. NOT VALg? UNLESS SIGNED AND DATED wwW.arCalilS-US.Cam

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~ C 19 fEB 2008 ISSUED FOR DMSIOId OF LAND QUAKY REVIEW SHEEP TITLE TASK/PHASE NUMBER DRAWN BY

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n B. HARRIS
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0 0, ~'yj E~ Raleigh, NC 27607 r w~ - - STA 360+49 TO 372+35 705008,1000
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000 N~
?O

r~
~i ~ C7 H
„ ~ N Public
I= o Water Distribution Extension S stem
~ The City of Rak:igh consents to the connection and exten~on of the
6 O oa City's public water system os shown an this plan. The moteriol and Construction methods used for this project shall conform to the
standards and spec'rfkations of the l:fty's Public Utilities Handbook.
City of Raleigh,
Public Util'~ties Department Permit #
L U Authorization To Construct
H Date
.Ji V SFAL ®,11611111Ul1,,' z D 22 IJAY 2008 ISSUED FOR CITY OF RALEIGH REVIEW ~0 CA ,~i PROJECT MANAGER DEPARTMENT MANAGER LEAD DESIGN PROF. CHECKED BY
o e® , o e. ~0,. ~ ~ ~~e ~Q~~SS~C7/~!~ ~'i W. WHEELER R. WYCHE N. JQHNSON W. WHEELER
~ C 19 FEB 2008 ISSUED FOR DMSION OF LAND QUALITY REVIEW s SHEEP TITLE TASK/PHASE NUMBER DRAWN BY
C • • ti ® . f F_ ~l B. HARRIS
= ® ~ ~ = E °a B 30 JAN 2008 ISSUED FOR aVISION OF IAND QUALITY REVIEW 22975 s
x ARCADIS G&M of North Carolina, Inc.
~ ~ °o FNGINEER~` ~,e` 801 Cor orate Center Drive Suite 300 ~ ales PLAN OF 12" BRANCH LINE PROJECT NUMBER DRAWING NUMBER
a = o A 03 JAN 2008 ISSUED FOR N000T REVI~N P o ei ~'yj ti~ 0 Roleigh, NC 27607 N r w~ - - UNDER RUSH STREET
~I,ullull Tel: [phone] Fax: [phone] v E JUNE 2008 ISSU® FOR 61DS REV. ISSUED DATE DESCRIPTION SEAL NQT VALID UNLESS SIGNED AND DAtED www.arcadis-us.com alai r0i 705008._1000 9!

1.5 MIN SILT FENCE SPILLWAY;
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE WIRE FENCE 9" MI
6 MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE 8' SPILLWAY ~Qj~STR~~N SPECIFlCA110NS
STEEL STEEL FILTER FABRIC POST POST
BACKf1Ll TRENCH AND COMPACT THOROUGWLY 2' MAX ~ 1. INSTALL SPILLWAY IN THE LOW POINTS OF 1YPICAL THE SEDIMENT FENCE.
NATURAL
PLASTIC OR GROUND 2. PLACE A LAYER OF FILTER FABRIC ON THE SILT FENCE, END SILT FENCE GROUND BENEATH THE SPILLWAY; PLACE 6
WIRE TIES SECTION ACROSS DITCH FLTER CLOTH SEE DETAIL INCHES OF THE UPPER EDGE IN THE TRENCH.
" ~ , , 1.5' WIRE 18 -24 ~ CLASS B RIPRAP ,
FENCE --E i ~---I 3. ALONG THE SPILLWAY, PLACE ADDITIONAL
~ " , NATURAL i ~ " ~ g S~04E 12 OF NCDOT ~5 OR 1.5 STEEL POSTS FOR STRENGTH. THE POSTS MUST BE A MAXIMUM Of 2 FEET APART AND DRNEN
GROUND 57 WASHED STONE MAX AT MIN. ~ IN SOLID GROUND A MINIMUM OF 18 INCHES.
1 CENTER METAL POSTS, TYPICAL
/ 24" SILT FENCE SPILLWAY a. PLACE HARDWARE CLOTH (WELDED
'9?~ GALVANIZED SCREEN WITH SQUARE INCH HOLES) ON THE UPHILL SIDE OF THE
N FILTER 1. CHECK DAMS S . CHECK DAMS SHOULD BE INSTALLED IN DITCHES AT POSTS TO HOLD THE WASHED STONE IN PLACE.
ACTION ALONG DITCH , FABRIC END OF WORK DA ND OF WORK DAY AND TRENCHES BACKfILLEO DAILY UPHILL DOWNHILL
5. BURY THE BOTTOM OF THE HARDWARE CLOTH,
2. INSTALL CHECK L =THE DISTANCE SUCH THAT A AND B PER SPACING DEfI . INSTALL CHECK DAMS PER PLAN OR, AS A MINIMUM METAL POST THE UPPER EDGE OF THE FILTER FABRIC BELOW 'ER SPACING DETAIL 1HE OUTLET AND THE WERE FENCE IN THE
ARE OF EQUAL ELEVATION TRENCH AND COMPACT THE FlLI.
CROSS SEC110N Vl
A L B• ~~l-1lI~11~= - ' HARDWARE CLOTH 6. PLACE A FLTER OF #51 WASH® STONE ON
-I li~I I I-11- r THE UPHILL SIDE OF THE OUTLET. PILE THE STONE TO THE TOP OF THE HARDWARE CLOTH
EC01 No ScaLE ~ ~ ~ I-I?I-1 i lI ; ~ - AND OVER THE-JOINT BETWEEN THE OUTLET AND
a nil ~I I~;_~ = _ - - THE SILT FENCE
~ T~:I I I_~= _ CHECK SPACING I~ ~ I~ I I i 1=1 I I~! I _ #57 WASHED STONE ~ PTA I I-
i NO SCALE
N 1. INSPECT SILT FENCE SPILLWAYS AFTER EACH
RNNFALL IF EVIDENCE OF UNDERMINING OF
EXISTING GRADE ~ THE FENCE OR OUTLET EXISTS, MAKE REPAIRS
EC01 scaLLE: t a" = 1'-0" ~ IMMEDIATELY.
~ FILTER 2. CLEAN OUT ACCUMULATED SEDIMENT AS
FABRIC NEEDED TO ASSURE PROPER OPERATION OF THE
r FLTER. WHEN THE STONE FILTER BECOMES
6" ~ CLOGGED, REMOVE THE CONTAMINATED STONE, DISPOSE OF IT PROPERLY, AND REPLACE WIThI
CLEAN WASFIED STONE.
O 3. WHEN THE AREA ABOVE THE OUTL~EF HAS
BEEN STABILIZED, REMOVE 1HE OUTLET AND SPILLWAY PROFILE DISPOSE OF PROPERLY. PROPERLY STABILIZE
THE AREA WHERE THE OUTLET WAS LOCATED.
SILT FENCE SPILL A
F 0 EC01 No scALE
A A A
v IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE _ _
DIRECTION OF THE FLOW AND OVER THE PROTECTfVE MULCH FLOW ~
_vV N~.il TYPE A PIPE OUTLET TO FLAT AREA WffFl NO DEFINED CHANNEL TYPE B
_o,p PIPE OUTLET TO WELL- DEFINED CHANNEL
ANCHOR NEfHNG IN A 12" TRENCH
t T 00 0 0
UJ i...,`, A A occ~`~~°~~oo°c~cso q~°~°
dp o°`~°~ap~ ~
3dp w B ~ a~ °o B
d 4 b°q~'t~°~ CHANNEL
l - " 0
PLAN VIEW s 4 e~ BOTTOM
z 1 j OVERLAP JOIN STRIPS BY ANCHORING ~ ~ ~ ~ AND OVERLAPPING p~°~~'o O
w ~
~ ~ J _ ' v PLAN VIEW
~ ~ RIPRAP HEADWALL ty
~ NSTI ALLATO ~ MINIMUM HEIGHT FROM ~ PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH MANUFACTURER S °
m INSTRUCTIONS. ANY MAT OR BLANKET-TYPE PRODUCT USED AS A PROTEC1IVE MULCH SHOULD PROVIDE COVER ROAD SHOULDER FOR SIZE OF FOOTING, i _ Lp
~ OF AT LEAST 30% OF THE SURFACE WHERE IT IS APPLIED. , ~ 1 3' 2• SEE NOTE 3. d ~
SECTION A-A
z 1. APPLY, MATTING IN ALL AREAS WHERE SLOPE IS STEEPER THAN 2:1. NC DOT ~5 OR #57 _ I I IF STONE DIA.> 8", PROVIDE GEOTEXTILE
z 2. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. START LAYING THE NET FROM THE TOP WASHED STONE ! ~ ~ I I ~ UNDERLINER 4R 4" (MIN.) X57 WASHED STONE °
° Of THE CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW NETTTNG TO STAY LOOSELY ON THE SOIL N I= I BEDDING MATERIAL Q
OR MULCH COVER BUT WITHOUT WRINKLES DO NOT STRETCH. _ - - _ _ N 2 2 - - - N - MAX MAX STORM PIPE IPEM1 °~°oooo 0
z it ~ 3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, - ~ - i SECTION B-B
E ~ COVER WTfH SOIL, AND TAMP FRMLY. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP ENO AND EVERY 3 I I ! ~ I I I I I _ I III _ ~I ~ IF STONE DIA.> 8", PROVIDE GEOTEXTILE
r m FT. AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NE1 ARE LAID SIDE BY SIDE, THE ADJACENT EDGES ~ i _ (1= 1.5 TIMES THE MAXIMUM STONE UNDERLINER OR 4" (MIN.) X57 WASHED STONE
Ni SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE - - DIAMETER BUT NOT LESS THAN 6 BEDDING MATERIAL
I °o STAPLED AWN THE CENTER, EVERY 3 Fl'. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. CLASS B RIPRAP 0 SECIO INCHES.
$ 0 4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP THE END OF THE (2) d = 1' ABOVE MAXIMUM TAILWATER CULVERT OUTLET SCHEDULE OR TOP OF CHANNEL BANK (WHICHEVER
N ~ PREVIOUS ROLL 12 INCHES AND STAPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT. NOTES: 1S LESS). STATION La
A " ~ 1. STRUCTURAL STONE SHALL BE CLASS ARIP-RAP (3) Lp =LENGTH OF RIPRAP APRON. STA 7+00 7 FT
~ ~ INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION OR 2. SEDIMENT CONTROL STONE SHALL BE N0. 5 OR STA 58+40 4 FT
FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE N0. 57 STONE. STA 91+30 7 Fl'
• GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLfSHED. 3. TOP OF BERM SHALL BE A MINIMUM OF ONE FOOT STA 103+00 9 FT
" ~ BELOW THE SHOULDER OR DNERSION POINT. E v RODUGT STA 1.12+70 4 FT
z s 1. PERMISSIBLE SHEAR STRESS FOR MATI1NG SHALL BE BE GREATER THAN 3.0 LB/FT STA 200+80 9 FT
O 6
° 2. PERMISSIBLE VELOCITY FOR MATTING SHALL BE GREATER THAN 6 f1'/SEC.
_ CULU T TL TTI
EC01 No SCALE
NO SCALE EC01 EC01 ND Sc~LE
J ~j SEAL ,~~~wA~auuU,'b ~ 0 JUNE 2~8 ISSUED FOR BIDS ®0`Q•+~~(~R °~ie PROJECT MANAGER DEPARTMENT MANAGER LEAD DESIGN PROF. CHECKED BY
® o• s• W. WHEELER R. WYCHE N. JOHNSON W. WHEELER
~ ~ ~ ®e e• , ~ ~ C 22 MAY 2008 ISSUED F4R DMSI~I OF LAND QUALITI' REVIEW ~ ; ~ ` SHEET TITLE TASK/PHASE NUMBER DRAWN BY
K. TEDDER
o" c_n r
E ~ B 19 FEB 2008 ISSUED FOR OnIISIIXV OF LAND QUALITY REIAEW ~ ~ ~ z ~
~ ~ • ~ ARCADIS G&M of North Carolina, Inc. M a v`~ Cor orate Center Drive Suite 300 I ~ I CONTROL D AILS PROJECT NUMBER DRAWING NUMBER
v y r• A 30 JAN 2008 ISSUED Fri ~l+IS10N OF LAND QUALITY (TEVIEW ~i~ 801 p > a ° ~ ~®a® ~'t~, ~e~` Raleigh, NC 27607 ® 70500 a 10
N ®oeri~~ioyut~e Tel: [phone] Faz: 9i9-854-5448 ales r la
v REV. ISSUED DATE DESCRIPTION www.arcadis-us.com SEAL NOT VALID UNLESS SIGNm pND DAZED

~30SION CONTROL MAINT~IJANCE PLAN
CONCRETE BLOCK ® DEWATERING (EACH FACE) CONCRETE BLOCK (CRETE BLOCK
_ ® ° All EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT OF 1/2" IN 24 HOURS. ANY NEEDED REPAIRS SHALL BE MADE
° I 0 0 ~ ° IMMEDIATELY TO PREVENT FURTHER DAMAGE ANO EROSION. STRUCTURES AND MEASURES THAT SHALL BE INSPECTED ARE OUTLINED IN THE FOLLOWING SECTK)NS. THE PERSON
o o o a ° Q WHO PERFORMS THE INSPECTION SHALL MAINTAIN AND MAKE AVAILABLE A RECORD OF THE INSPECTION AT THE SITE OF THE LAND DISTUR~NG AC11hTY. THE RECORD SHALL SET OUT ANY SIGNIFICANT DEVIATION FROM THE APPROVED EROSION CONTROL PLAN, IDENTIFY ANY MEASURES THAT MAY BE REQUIRED TO CORRECT DEVIATION, AND DOCUMENT
~ ~ o O ~ D D
a o WIRE SCREEN GRAVEL FILTER YARD INLET CONCRETE THE COMPLETION OF THOSE MEASURES. THE RECORD SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER HAS BEEN ESTABLISHED AS REQUIRED BY THE APPROVED ° EROSION AND SEDIMENTATION CONTROL PUW. STRUCTURES THAT SHALL BE INSPECTED INCLUDE:
/ 0 0 ~ 4 C R (~57 WASHED STONE) a o ~ a o a o 0 ~o ~ o TOP NOT SHOWN FOR
~0v oaa 'oaooo Q ~0 0 0 CIARIiI( 1. TEMPORARY SEDIMENT BASIN: SEDIMENT SHALL BE REMOVED FROM THE BASIN AND THE BASIN SHALL BE RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 1.0 FOOT OF SEDIMENT HAS ACCUMULATED. THE
o° SEDIMENT SHALL BE DISPOSED ~ AND THE CONTAMINATED PART OF THE GRAVEL SHAH BE REPLACED. THE STRUCTURE SHALL BE CHECKED FOR DAMAGE AND THE
OVERFLOW oSo FlLTERED WATER 2:1 SLOPE, GRAVEL ::1 SLOPE, GRAVEL FILTER SPILLWAY SHALL BE MAINTAINED. DAMAGES SHALL BE REPAIRED IMMEDIATELY. WHEN SETTLEMENT OF THE EMBANKMENT OCCURS, FILL SHALL BE PLACED SIX INCHES ABOVE
° o0 o roo, RUNOFF WATER / p p ° °°p° ,yj WITH SEDIMENT TEMPORARY WIRE SCREEN DESIGN GRADE. STONE SHALL BE REPLACED WHEN DISPLACED FROM THE FLTER.
00 0o N, SEDIMENT POOL DEWATERIN :N DEWATERING 2. TEMPORARY ROCK CHECK DAM:
o °o o o° °o°o p0 p o~0 00 0 ~ REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, AVOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
co 00 00° ooO°op°oo o ~ 1° (MIN.) o DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONE TO FILTER BERM AS NECESSARY TO MAINTAIN DESIGN DIMENSIONS.
p Ooopo° oo ° op ° op a 2, ~ 0 o SEDIMENT , i- . ( )
° 0O 0 o Oo 00 o a ~ o ~Oo 000 ~ ~ WIRE SCREEN SEDIMENT .0 0 3. SILT FENCE:
ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES OR BECOMES INEFFECTNE SHALL BE REPLACED IMMEDLATELY. SEGMENT DEPOSfTS SHALL 8E REMOVED WHEN SEDIMENT BEHIND THE FENCE REACHES SIX INCHES.
° ASHED COARSE ° °o°o o CURB INLET 2 ~ W oop oo WOOD STUD ~//Y/\//\//~~!/\/ YA AGGEGATE 6 THICK o 0 0 0 \.~\;~\~~\~~~r~~\ ~\\~~\\r~\i' , YARD INLET
~ CC CONCRETE TOP 4. STOCKPILES:
o STOCKPILES SHALL BE CHECKED FOR SEDIMENTATION ANO STABILIZATION.
ECO2 NO sCAIE 5. SEEDING, FERTILZING, AND MULCHING:
GGA
V L OTECTI SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND NECESSARY REPAIRS AND RE-SEEDINGS SHALL BE MADE WITHIN THE SAME SEASON, IF POSSIBLE
NOTES: 1. CONSTRUCTION ENTRANCE/EXIT TO BE INSTALLED PRIOR TO SITE CONSTRUCTION EC02 NO SCALE 6. CONSTRUCTION ENTRANCE AND EXIT: INSPECT CONSTRUC110N ROAD SURFACE REGULARLY, MAINTAIN IN A CONDDION TO PREVENT SEDIMENT FROM LEAVING THE SffE, AND TOP WITH ADDfffONAL STONE WHEN
2. REMOVE CONSTRUCTION ENTRANCE/EXIT PRIOR TO INSTALLING DRIVE NEEDED. SWEEP EXISTING ROADWAY TO REMOVE ANY ACCUMULATED SEDIMENT.
=1 ((i I-~ 1. TEMPORARY DIVERSION DITCHES:
I III- REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR DIVERSION RIDGE AFTER EAGH RAINFALL
VIII hII ECO2 NOS = ;III III_ 8. GRAVEL INLET PROTEC110N:
®I I I REMOVE SEDIMENT FROM AROUND INLET AFTER EACH STORM. CLEAN OR REPLACE STONE AS NEEDED.
II Ili: ~I I ( I=1
=1 I 11= ~ i l III- MATTING TO EXTEND
11 II _ 2'-3' BEYOND TOP OF
=I 1 I I= z ~ ~ 4 p . ; • : PROPOSED WATER MNN ® ~ STREAM BANK 1
II I CLASS 8 CONCRETE g ~ . (Db4R8ETER VARIES) EASEMENT-~ a
TRENCH UPSTREAM END OF STORM DRAIN ~ -II':'I `~'.-`<~~-a'~,,_ EASEMENT
- -WELDED COLLAR _ . I =I 1 z a . < -I I : ~ . 4 WELOED COLLAR
~I I 'a. l ~ . ~ °1, . TOP OF BANK
TOP OF STREAM BANK
I I I I - ~ ~ , . -II ovERFLOw _II - 4 - = a I:... ~ ~ ..I. II
II II - ~ CLASS B CONCRETE it II _ EASEMENT ®
a 1 3 PIPE DIAMETER ( II ~ G • / EASEMENT
I - - - I I_I I I-III=1I I-I ~ „ I=~ I I=11l='~ ®
SYNTHETIC MATTING, DRAWING EC01, DETNL 4
TRENCH WIDTH TRENCH WIDTH , - - - - 1 MIN. 1 MIN. 1 MIN. 1 MIN.
3 4" EXTERIOR PLYWOOD ORDINARY HIGH WATER LEVEL
/
PLAN SECTION BURY BOTTOM OF PLYWOOD
~ NOTES: NOES:
J 1. DO NOT EXCEED 150 FEET BETWEEN COilARS.
m ..N i. PLACE SYNTHETIC MATTING ALONG 80TH BANKS FROM EASEMENT TO EASEMENT, FROM 2'-3'
~U BEYOND TOP OF BANK TO ORDINARY HIGHTWATER LEVEL

O,a ECO2 NO SCALE ECO2 No scaLLE 2. ANCHOR IN ACCORDANCE WITH SPECIFICATION 02420-FERTILIZING, SEEDING AND MULCHING.
i.,
L
` UJ T OTECTI
- STREAM FLOW EC02 ND SCALE
TOP OF STREAM BANK TOP OF STREAM BANK
z P P PIPE N BYPASS UM
w COFFERDAM
J ~Q
W
~ " " WATER TRANSMISSION MAIN
m i
~ NOTES:
i " " WATER TRANSMISSION z MAIN TRENCH
- 1. STEEL POSTS TO BE BURIED A MINIMUM OF 2'-O" a
~ 8'-0" MAX. CENTERS 0 2. INSTALL SILT FENCE WHERE SHOWN ON DRAWINGS AND MAINTAIN UNTIL
SILT FENCE, COMPLETION OF GRADING.
~ DRAWING EC01, DETAIL 1 I ~ z 3. INSTALL SIGNS AT 50' - 75' INTERVALS ALONG SILT FENCE. DO NOT
~ COFFERDAM ~ NAIL SIGNS TO TREES.
am TOP OF STREAM BANK
N o BYPASS PUMP
N a • TREE PROTECTION AREA ~ $ TOP OF STREAM BANK HOG WIRE 14 GA. -
NO TRESSPASSING p c rn ~ MIN., 6X6 MAX. TAM a o ZONZ PROTECfORA BACKFlLL N ~
N o PARR LOS ARBOLES/ ~
o STREAM FLOW PROHIBIDO ENTRAR N FLOW
~i
.i ~ , SYNTHETIC LTER /~.l/~,~i.
I ~ FABRIC STAPIID ~ , 1. COFFERDAM SHALL BE DESIGNED AND CONSTRUCTED BY THE CONTRACTOR. o p 6"
. I ( z 12 ~ MAX I FLIER FABR~ TO BE
~ a 2. BYPASS PUMP MUST BE RUN AT ALL 11MES. w I I BURIED UNDER EX.
ii (MADE (12" FABRIC MIN.) = 3. REMOVE COFFERDAM AFTER UTILITY INSTALLATION AND RETURN STREAM BED AND STEEL POST
o a I RAD AND STABILIZE BANKS. BANK TO THEIR ORIG NAL G E
EC02 No scALE t ECO2 No scALE U
J
SEAL tuouuri ~ D JUNE 2008 ISSU® FOR BIDS °j~"~ PROJECT MANAGER DEPARTMENT MANAGER LEAD DESIGN PROF. CHECKED BY
W. WHEELER R. WYCHE N. JOHNSON W. WHEELER
~ a~ C 22 MAY 2008 LSSUED FOR OMSION OF LAND QUAI.IIY REVIEW SHEEP TITLE TASK/PHASE NUMBER DRAWN BY
K. TEDDER
O ~ a • ';n ~ ° B 1T1 FEB 2008 ISSUED FOR DMSION OF LAUD QUALITY REV~W = o =
~ o ¢ s ~9.~ ~ L ¢ ® ARCADIS G&M of North Carolina, Inc.
r A 30 JAN 2008 ISSUED FOR DIVISION OF LAND QUALITY REV~W ®®i . ~4~`•°~ 801 Corporate Center Drive, Suite 300 It Les ION CONTROL DETAILS PROJECT NUMBER DRAWING NUMBER
~ _ °o ','i ~•y ~'e~`' Raleigh, NC 27607 N ®rere'i~w1'r~® TeL• 919-854-1282 Fax: [phone]
O REV. ISSUED DATE DESCRIPTION www.arcodis-us.com aiei Carotin ®1 9!
SEAL NOT VALID UNLESS SIGNED AND DATED