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a,. C-~ NORTH ~ BEST FINGER GRADING PLAN
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C-~6 EROSION CONTROL DETAILS
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a z RALEIGH, NORTH CAROLINA 27606 C
[phone] Fax- (919)233-8C Phone [phone]
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AA0002667 EB 91
www.mckimcreed.com
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a ,d,'•')::::~ v.., itd d t avC ' 1.7CL3~.:.m~ v ti': p y~~~ ~ > r '~yh` by ~ {
' r r 1, CONTRACTOR SHALL TEMPORARILY DRAWDOWN LAKE TO a EVEL NECESSARY .FOR GRADING. yy~y~ v9? y: ~ Fr r}
` CONTRACTOR SHALL NOTIFY THE TOWN OF GARY BEFORE BEGINNING IWORK,
r ~:'`:i:`..,`:::~~. ~ 2. CONTRACTOR TO TRANSPORT ALL: EXCAVATED MATERIAL AROUND LAKE SHORELINE. ALL ~
~ ~ 4 EXCAVATED MATERIAL SHALL BE PLACED IN INDICATED FILL LOCATION.
r {kY,?~' a 3. CONTRACTOR SHALL TAKE CAREFUL PRECAUTION NOT TO DAMAGE ANY EXISTING iF <4 %t ° ~ - ~ STRUCTURES. OR UTILITIES WITHIN THE AREAS OF CONSTRUCTION.
r y y~ ~ ~ il+ J aft
~ ~ 4 4. THESE PLANS WERE PREPARED WITH FIELD INFORMATION GATHERED AT THE TIME OF
r 'fi f ~ ` ~ ORIGINAL PROJECT DESIGN.' IT IS POSSIBLE THAT THE FIELD CONDITIONS AT THE TIME OF ~ ~ < <fi
>rK, ~ , h CONSTRUC110N WILL WARY FORM THE DEPICTION ON THiS PLAN SET AND IT f5 THE r { ~ ~ ti
5~ CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONS PRIOR TO THE START OF a. v~F a~ ~ ' CONSTRUCTION. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
~t e 3 a~~f >~<~~I~>>%''' ~ ~ MANUFACTURER OF ANY PROPRIETARY PRODUCT TO DETERMINE. IE ITS USE IS 'AFFECTED
~ ~~Y~~~~~}~~~~'~{`~~` BY THE CONDITIONS IN THE FIELD, THE CONTRACTOR SHALL NOTIFY THE DESIGN
n h, . ~ ~ r r »"ry'~!>•~''~'f E ENGINEER ABOUT OBSERVED .FIELD CHANGES PRIOR TO STARLING WORK, 3'h,
h l ,~h~'~.;< u'Y=,:~ »y~x 5. ALL QUAN1I11ES AND TAKE-OFFS DEPICTED ON T~IIS PLAN SET ARE ESTIMATES ONLY
~r w{ { k}. r r ~ AND. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY QUANTITIES VIA SITE
I"~~~~ ~ VISIT PRIOR TO START OF WORK.
~Y~~~Fa {~`Fa '~r a~,r a nY3 ~y',e
' •`#`64~j`~ ~z 6. SUBSTITUTION REQUESTS REGARDING PROPRIETARY PRODUCTS REPRESENTED ON THIS
yx ' PLAN SET MAY BE MADE BY THE CONTRACTOR' .AND SUBMITTED' IN WRITING FOR REVIEW
~~}"~y`.;r. a~`~~~' AND APPROVAL BY THE DESIGN ENGINEER_5U8JECT TO HIS REeflEW AND AGREEMENT fr \ as ~ ~ ~`r>'~ 1HAT IT IS AN "APPROVED EQUAL." Y

} ~~`~~"`~~~~'~~}~~~fi~ 7. SUPPLEMENTARY PUMPING OF WORK AREAS WILL BE REQUIRED TO KEEP AREAS
~r , 'ce,'y<. fig,>~~.'.. DEWATERED. CONTRACTOR 15 RESPONSIBLE TO DETERMINE PUMP REQUIREMENTS TO
`~~'r ~a"a COMPLETE JOB. Y F. t 4'~
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'3 , J~~~ , ~~~4~~, ,a~ ~ 8. PROJECT MAY REQUIRE APRE-CONSTRUCTION CONFERENCE BEFORE A GRADING PERMITS f ~ ISSUED.
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y~;~~,~~'ss. ~,y~R.y}~,~ ~ Yz 1, IMPACT SUMMARY AREA AS SHOWN ON TABLE THi5 SHEET
b{ 'ri /~J~ f a'S^3:h yr j3`r~'S k~{i ~ Sl y! 3"~ k'NEk ~r :a{
»s.,'>srs~~~' a~' 2. NO WETLANDS EXIST AT TH SI
yy':~ ~,~x ~ ` 3. PERMANENT GROUND COVER SHALL BE ESTABLISHED
~y~ ~ , , r ~ > > " r 5 WORKING DAYS OR 90 CALENDAR DAYS, WHICM EVER 15 SHORTER, { rv l~s r~F' i { i`~'r.v
r~ h{ { hF::•v 4
.,,sh~.ri;~~x. 4, CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF ANY
~i ~ ~s PHASE OF GRADING.
~Jry` ~ ~ 5, STREETS IN FRONT OF PROJECT WILL BE KEPT CLEAN AT ALL TIMES 5,.... r~~~ yFT ,,kk~{~ / ~rp ~ is {•fa~
.:h4~4'~ OR A WASW STATION WILL BE REQUIRED.
r ~ : a yr:'{,. flea t
J~ ' ~e~h'~ ~~~~5> BACKG~,~IUND & PRdJECT„~ t~ a a'k
q~ xf "jv' h 1. TO REMOVE SEDIMENT DEPOSITED IN THE LAKE FOR THE PURPOSE OF
a ryk >r, V ~a RESTORING THE HEADWATERS. > ~ ~ r
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DESIGNED CMS AS NOTED
a Soh 's 1730 Varsity Drive Sure 500 e tl CHECKED TCS VERTICAL: 1
s l~k~ a Raleigh, North Carolina 27606 ZZI PROD. MGR, EHK AS NOTED I OF 6
Phone: Fax: (91 4 ~ [phone], 9)233-8031
~ea......~`4yyyky AA0002667 E®0006631 ALL I L STATUS: REVLON
REV.NO. DESCWTIOIS DAtE f~lll)1~II11ltltd4 ISSUED FOR i N
W N'+M< n'i C(4IPT1 CreeG, COrt# OT RELEASED FOR CONS UCTIO
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IN
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! TEMPORARY.CONSIRUCTION ENTRANCE N , ! !
: _ LIMITS OF DISTURBANCE (SEE DETAIL SHEET C-6) \e ~
~Oti ~
: EXISTING TREE ~ ~ ~ F
EXISTING CONTOUR ~ ~ ' ~ S'oF~~< 60~~ ~
~o
~anD- PROPOSED CONTOUR
7 f` 30',RLR ~ ~ CiS ~IIV~' - ~ .;fps :
-sue- SILT FENCE 377.C;4 M , ~ _ ~ p~
STONE TOE SILT FENCE PINE I ~ F~s~ : :
(SEE DETAIL SHEE )
~ - - 100-YR FLOODPLAIN
s~ 76. ~ y
RP - P O OSED STREAM CENTERLINE
J y / ~
«(lll ~ ~~a'rdnp~c.
~ a 8'61RCH ~ 18'GUW
~ a~ 20'~AK ~I a ° {8'MAF
10 BIRC e
. / I i ~3fi'ELM ' ."Pm j
IRCH/ C ;Ia~PINE ~ i IRCH~
1 i:: a B°Plhf ~ , 1.8`'OAk a
~ 8"ELM~ h2 Q 8 61&CH i i ~ /
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GU ~
' TINE TINE
ia" ~s P : . 11v y , aP 'STS
8 5b~ r ~ : ~ "CEDAR r CEDAR ~ - 24"GU ~ :
I i . ~20"OA~
Q LJ~RC~
/?a 10 ~ ~.f , 10 BIRCH a , ~ ARSE ~ s'BI~H POTENTIAL B10-ENGINEERED STREAM. BANK
r~i,~ P 'ABLE OC ~X (SEE TYPICAL SECTION SHEET C-5)
Q
i ' APl i - ~ l~`~'
7.4 MAPLI Sxr1 ~ni~7.4 MAFCE
1 r - j
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8'G~ 3 ~ ; ~ ~ , a ~2'~Ra5ppPLE
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/ \ _ 8"HOLLY F
~
;
f_ ._...377. . _ . ' ES. . • 376
INV= P
37 • _ ( ~
~ , " _ r 3r32 ~ ~

_ r r`~ ~ ' ; EXISTING GRADE
SILT .FENCE NORMAL WAT>nR ^3~0
SEE DETAIL SHEE ~ . ~ _ _
( ) SURFACE ELEV~TtON = 378 , OOD NWS =37
ECK . . ~ -
-Q` , 4 Q ~ 1 _ _ -
yv ~P ~7~
. _ PROPOSED GRADE
`,2; .KQ\
V'~ ~ 3i~ _ _ _ _ ~ ~ _
0~ 0~-s30 0+20 0~-~~E~ 0+60 0+1~0 1+00 1.2(1 1+40 1~-~r
DISTANCE (FT)
~ J,
S - f
~ SECTION A-A' ~
SCALE; 1;, = 20' (H)
r i

/ i; r, , j/ ~
~

1
~ ~ ~
100--YR FLOODPLAfN 0
1 .
f \ I
30' G 30' 60'
SCALEa 1° = 30"
SCALEr, 1 =30 tior iz:
> s~k~ sraE
- - ~tlN{I1tf111~/t, AR llti LATE, 31 OCT 08 Mac ~I~e Nui~sea scA>_E ~ GG11
KIi nAIRF FARM l AKF RFPA~ r~cE pRO~. # ~2a3~ooa3 r nonumi nrn HORIZONTAL neau~ur, uliuaaa
ZZ. e '1 6 Pam 69 P\ i I. O B~ v e a 7 N I V e 4m e n s O Pm a1 a®1 P e a s e V n u V u J V Y
a < DE5IGNE CMS AS NOTEQ
sa = °730 Varsity Gr ,e, quite 500 . . r 14x10 CHEGi;E~~' TCS VERTIGAG~
y a Paleigh, North Carolina 27606 +V>F Phonei {919}233-8091, Fax: [phone] PROD MGR. EHK AS NOTEp 2 OF S
~//TAP .a4~`\\
AAOOQ2667 EB0006691 EAST FlNf%ER GRADING sTAT~s REV~oN .
77f~/!It tltt~tr~ REV.NO. bESCRiPt16NS DAIS !!1f 11t1 T STAB ILIZTIN PLAN ~SEo FR EReTTIN
www:rnckimcreed,cor,: 4T RELEASED FOR CONS UCTIO L

~ LEGEND
3 8.p s. ~''~8
, ~ ~ LIMITS OF DISTURBANCE
~
/ i ~ ~ r ~
~ W~ m ,y,:' 3 j ~ ~ ~ r,,p ~ \ a EXISTING TREE
~ 1 . * ` , C ~ ~ ~ EXISTING CONTOUR
J 1 / _ f _ ~ _
, . i_ ~ -3~~.a- PROPOSED CONTOUR
3~r.o~ . -sF SILT FENCE
~ ~ . G ~ ~ _
i ~ ~
i ti { s ~ ..~,.i;"t - `~'so " STONE TOE ~
~ ~ ~ ~ e ~ x ' ~ NORMAL _WAT 100-YR FLOODPLAIN
. / / ~ ~ _ V~ATF~~ - - - 100-YR FLOODPLAIN
~ ~ ~ ~ SURFACE ELEVATION - 1 ~ . ~ ~ ELEVATION = 378 ~
4,T„i' / 3gp,p ' x / ~j ~ / ~ ' - - PROPOSED STREAM CENTERLINE
1 - ~ ~ ` ~ ~
'f
/ /
. . i ~ ~ I t ; I
/ ~ _ - ~ t__
/ / ~ ~ . .
~ ~ j
/ i ~ ~ , ' ,
~ ~ ~ / ~?6 ~
• ~ ~ t`~ ,
j ~ ~ i i / ;
~ 3
- ~ i f" ` ~ ~~O\ 5
t r - SILT FENCE
• ~ 1' : ~ 7 / 1 i' 1 1 i (SEE SHEET C-6)
p 1 C9 ,
~ ~ ~ ~ ~ I
~1 d ~ r I ;
M; ~ , ~ ; ' ~ _ ~
i J ~ j ~ 30 0 30' 60
• ~ ~ ~ ~ WEST FINGER GRADING PLAN
~ I ~ ~ i I ~ H riz. SCALE: 1 -30 (o ) SCALE: 1" = 30'
~ I , i r
~ ~
r ;
i ~ i
~
. ~ ~ ' i. ~ i ~
~ j ~ ~ mom. / ~ i i r 9 EXISTING GRADE
~ ~ ~ ! 1 380 , I
~ ~ ~ ^ ~ ~ . ( I LL i-
I LL ~
° ' ~ 7 z o " ! ~ Z 378 _ __s NWS 17$ ~ _ ~ _ _ ~ _ _ _ I ~ ~ i O r . 1 ~ ~
' ' EXISTING ISLAND ~ ~ ~ 1 ~ -k-- -
~ ~ Q ' TO BE REMOVED > 376 ~ - - > 376 ~ _ i j
w _ ~ ~ J 9 w 1 J ! i ' - _ I- _ - ~ w 374; ~ PROPOSED GRADE
~ ~
~ r 374.._._...... 1
~ / 0+00 4 'i ' ' 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
~1 ~ ~ ~ { ~ ! ~ 1 DISTANCE (FT)
I \ 1 4 ~
_ i
i ~ ~ _ , SECTION C-C'
_ . 1 _ _ , i SCALE: 1" = 20' (H)
1" = 5' (V)
~
. Y ~ \ - 1 ~ - ~
- v ~ \
Y\ \
100 YR FLOODPLAIN • ~ I
; ~
~ ~ ~
1 V~
M
iP-~ m . ~ _ , _ _ E~IST~NG- GRApi_
` NORMAL WATER ~ SURFACE ELEVATION = 378 i
' ~ 384 _ i _ - - 1 . . _ _
. i._ _ _ I _ _
~ ~ ~
r ~ j \ L382' LL ~ ! ~ a SILT FENCE \ ~
- ~ ~ SEE SHEET C-6~ z
~ ~ X38 r-- _ ~ C - - - - _ _ i _ _ _1 _ i
1 (J 4, i _ { • 1 ' ~O Y`~ , ` , ! - - - F - ~
V 1 w ~ -
' ~ ~ . ~ w 378 ~ - ~ - - - _ _ ~ - ---I-- -
_ _ _ _ _ _ _ r _ ~ _
~ ~ 1 • f 1 r_ ' 376'
t ~ ~ r / ~ _ _ _ .__i.. - PROPOSED GRADE
~ ~ ~ ~ /
~ ~ / 374 _ - _ _ ~ - - - i._ _ _ -
/ 0+60 0+80 ~ 0+00 0+20 0+40 0+80 1+00 1+20 1+40 1+60 1+80
, / DISTANCE DISTANCE (FT)
~ \ s i
~ \ /
=CTION B-B'
/ n SCALE: 1 = KALE: 1" = 20' (H)
~ 1" _ 1"= 5'(V)
40' 0 40' 80'
SCALE: 1"=40' (Horiz.) SCALE: 1" = 40'
SEAL SEAL DATE; 31 OCT O8 M&C FILE NUMBER SCALE CG101
1,51GIii11 f I llpf/ffli AR MCE PROD. ~ 1283-0003
KILAIRE FA LAKE REPAIR DRAWN os~ HORIZONTAL: ~RA'MNCNUMEER
DESIGNED CMS HS ivuitu
SEAL CHECKED TCS VERTICAL: C-3
a 1730 Varsity Drive, Suite 500 14110 : = p Raleigh, North Carolina 27606 PROJ, MGR, EHK AS NOTED j 1 3 OF 6
Phone: [phone] Fax: [phone]
i~q IN NN A,~y AA0002667 EB0006691 NORTH WEST FINGER GRADING PLAN STATUS ISSUED FOR PERMITTING REIASION
H Z\
REV,NO, DESCRIP110NS DATE l!I!i E E!! Itltt OT RELEASED FOR CONSTRUCTIO
REVISIONS www,mckimcreed.com

END LEG
• • • • • LIMITS ~ DISTURBANCE ` CONSTRUCTION SEQUENCE: FILL PLACEMENT NOTES:
; EXISTING TREE
1. DRAW DOWN LAKE TO LEVEL NEEDED TO COMPLETE WORK. 1. EXCESS MATERIAL EXCAVATED FROM LAKE SHALL BE USED
- - - EXIST~IG CONTOUR AS FILL. 2. INSTALL PERMANENT AND TEMPORARY EROSION CONTROL
MEASURES. 2. FILL MATERIAL SHALL BE SPREAD IN DEPTHS NO GREATER
-sno- PROPOSED CONTOUR THAN 3 FEET FOR CEMENT MIXING. CONTRACTOR SHALL
~ SILT FENCE 3. EXCAVATE MATERIAL FROM HEADWATERS. MIX CEMENT INTO MATERIAL WITH POWER MIXER AND
ALLOW MATERIAL TO DRY BEFORE PLACEMENT OF
STONE TOE 4. PLACE FILL IN LIFTS NO GREATER THAN 3 FEET. ADDITIONAL LIFTS.
r - • - • - tOO-YR FLOODPLAIN ~
5. MIX CEMENT INTO FILL WITH POWER MIXER. 3. APPROXIMATELY 3% TO 5% CEMENT SHALL BE MIXED WITH EXCAVATED MATERIAL. EXACT CEMENT MIXTURE SHALL SE
- - PROPOSED STREAM CENTERLINE 6. ALLOW LIFT TO DRY AND BECOME STABLE PRIOR TO DETERMINED BY THE ENGINEER USING A TEST STRIP DURING
FILL PLACEMENT PLACEMENT OF ADDITIONAL LIFTS. CONSTRUCTION.
7. PLACE 12-INCHES TOPSOIL ON FINAL LIFT FOR VEGETATION 4. SUBGRADES SUBJECT TO FILL PLACEMENT SHALL BE
GROWTH. SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES.
8. STABILIZE FINISHED GRADES WITH TEMPORARY OR 5. CONTRACTOR TO PLACE 12 INCHES OF TOPSOIL OVER FILL
PERMANENT COVER IMMEDIATELY. MATERIAL TO ALLOW FOR VEGETATION GROWTH.
SEEDING SPECIFICATIONS:
_ TABLE 041tt11
v f 5HCtIJLdERS,. 51DE [}ITCHES.;SLOPES
{For Slopes Between 3:1 and S:1)'
v / Date T e ,Paantin .
k Mar 1-Apr 15 Add Tall Fescue or 12[i Ibs.tacte
~ ~ Mst"1- June SID Add Wee~ng Lavegrass 10 Ibs.larae
or
Mar9 - June 3Q Add Hulled Common Bermuda rasa 25 Ibs.larxe
""fall Fescue and 1ZO.Ibs.lacre
1-Sept'1 ""Bra4rrtop Milletar $Slbsf~e *"'!SarghumSUdan Hybrids; ~ Ibs.lage
Nw 1- Mar'1 Add Abruzzi a 251bs~tdaa
TABLE OAZ
/ / SHIJIJLDERSF SIDE QITCHES, SLOPES.
/ / ~ ForSl es 3:1' and Flat6et
/ / Date _ T ~an4n Raie_ Au 16 - Nar 1 Tall Fesaie X10 ~ssJacre
Nov 1- filar 1 fall Fest~re arxi Abruzzi , 300 IbsJacre
Mar 1- r 15 Trail 300 Ibs.lacre
15 -,srr>a:'30 Nalled Oomman Bermu~ 2;; Ibs.lacre
Tall Fescue and `"13rowninp M~let or Just 1;9 - Ate 15 3a Ibs.tacre '"for Sudan bride
Hates:
Gor~t~t Stomtwater Management Engineer ar Na#urai Resources Consenratian
Service (MRCS} for adsiitiorr~l n~rmaton oor~eming other aternatives far
vegetation.: of denuded: areas. The above vegeta~n rates are mo;~e which da
well under bCal conditions; other sdedlr~ rate comt~a~ns may be possible, but
must be approved by tip Engineer.
~ ' "`Temporary -Reseed according to optimum season for desired permanent-
vegetation. Do not allow temporary cover to grow aver 12 inches in height before
* ~ movnr~ to keep. fescue from being shac~d opt:
NOTE. TO BE USED: AS TEMPORARY
NT TAN T A AR A EQUIPME EN R CE 0 L KE BED E
`ONLY NOT INGRESS EGRESS FOR DAILY
A IV TI S. CONTRAC OR SHALL C T I E T
T T XI Tl G ON I TI ON RES ORE O E S N C D S
1 P T. ..WHEN JOB S COM LE E
END OF SECTInN 4A000
04(?Ot1-5
T,~~up nf'farr Standard Siwcificatnnx and T7araiis: Rct-isi~ns Adontcd 5c~temhcr R. 2t)f!i
40' 0 40' 80'
SCALE: 1" = 40'
SCALE: 1"=40' (Horiz.)
- 35 FT 42 FT
45 FT 27 FT
1 FT TOPSOIL 394
390 - LA SE D PROPOSE ~ I EXISTIN ~ ~ 38$ ~ ~ 1 AFT TOPSOIL
388 ~ ~ GRADE ~ 386 EXI TING L YER SEEDED P OPOSED
386 - - - f ~ ~ ~ 384 - - - _ ~ GR DE ~ L F NISH
384 - i G ADE
_ ~ 3 BADE i 382 382 ~ ~ ~ 380
I 80 3 N V 7 FT NORMAL ~OOL ELE 3 8 : ~ ~ 378 NORMAL POOL ELEV 378 FT
378 ~ 376
I 376 ..::`::~::•'.~:~~~~~~;:~-~';::~:~;?~~~~:~~r~>~~~•:~~:~;~~~~~~'~:':~:::~::.:.. I ~ 374 '
374 ~ 1 I -
~ _ 372 372 - i :ir,~ ~ _
37 i 1+ 1+40 1+50 0+00 0+10 0+20 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+190 1+00 1+10 1+20 1+30 1+40 1+50
+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 30
10' 0 10' 10 0 10 20 10' 20' SECTION E- E'
SCALE: 1" = 10' (H&V) IIIIIII~ SCALE: 1" = 10' (H&V)
oriz. & Vert.)
SCALE: 1"=10' Horiz. & Vert. SCALE: 1"=10' (Horiz. & Vert.; ( )
r,~,~ ~_-1
nal .nu nR 1 cnl ~ 1 ~ ~
~~tis~ltt~irrtrrrrrrf .7VALG CG101
X R r f 4#
~MFICDA&CREED KILDAIRE FARM LAKE REPAIR M~PROJ.# ,zes- 0003 DRAWN DNH NH HORIZONTAL: Wpy,~ MJMBER
DESIGNED DNH AS NOTED
SEAL ? 1730 Varsity Dr., Suite 500 CHECKED EHK VERTICAL C-4 11
1A1t0 Raleigh, North Carolina 27607 PROJ. MGR. EHK AS NOTED 4 OF 6
Phone: [phone], Fax: [phone]
1,4~rj AA0002667 ®0006691 rfrr f !iA'R'A FILL PLACEMENT PLAN STATUS: ISSUED FOR PERMITTING REm "
REVxa DESaMPTKM DALE www.mckimcreed.com
OT RELEASED FOR CONSTRUCTION

stream Sf~bslhati®n S eci~ic P ion Sgecificati~ns
T ail h r Fill leas 1.b cps o Fill ear
1.1 I~atrnediately prig ~diately prior to spreading borrow topsoil, loosen the subgrade by tilling to a depth of a'c least three (3) inches to b~r~so~e adequate aer~ti~n ~f tkte subsoil. The
subsoil she subsoil shall be free of loose stones or other f®reign material.
1e2 Borro~r t®ps®il si ~w topsoil shall be uniformly placed and spread a minimum thickness of 3" within the project limits as indicated on the construction dry e~ii~~s car as directed by the
'`fin reds deSl en Exls 9 9 design engineer. Do not spread topsoil while rt is frozen, saturated er when the subsoil is wet or frozen. Correct r ~y i~reg~~l~rities in tl~e s~ trface drat result frc~tr.
t~ SOlhn r... , top soiling or other: operations to prevent the formation of water pockets.
. 3 Topsail(min.). seed andstabilize p (refer tgaperafirations)
13 Incur orate the tc p ? o.c. poste the topsoil into the underlying subsoil. then topsoil is to be placed on slopes 31 or greater, on which the subsoil is of a suitable condition to blend with
Proposed grade to soil, the as Indicated on lens p topsoil, the contractor shall work the t®psoil into the subsoil by tilling. Where subsoil on slopes are of such a character that they will n®t blend with the topsoil, ~b~E
o a.1 _contractor contractor shall roughen, bench or serrate the slope to provide a bond for the topsoil. The stone shall be placed to its full course thickness in one operation ire a
' _ ; ids` ~ manner that the underlying material will not be displaced or worked into the course of rock tae being placed.
` ~ ~ ~ manner the p 1 1 `l8" stone , ~ r®

Stone-Toe Schedule 2.0 Er®si~n C~ntraLNla a - Cont~al Matting (ECMI
U stream DownstrEam Len th S Measured Average ,aseflow .,:d p ~ ~ t ,~a
Unit Station Station Side Station Len th i unless epee _ . ~ Unless specified otherwise, all erosion control matting (ECM) shall be Itolanka BIG D-70, or approved equal. ~,~~t~~~g sh~li l~e''lcey~~" into ~;ro~~ad ~i2 tn~hes on the
: e: Llve stakes, see detail thissheet ~ 0+45 1 +100 ~ 55 75 ' 1 _ to and boi e + ~ _ p top and bottom of slopese Secure with 24"x2"x2"wooden stakes, 2 per square yard.
_ t ~ ~ t < . ~Yr ~ . ErosioneontroLblanket Rolanka BIG, D74or ..~s~ a.r?~;, .m . ST 3 1+90 2+90 R 100--- .100
• ~ approved egAal {keyed m as.per TOTAL - 205 , r. .,t Zo2 ~aSe 5011 Sl" base soil shall betilled to athree-inch depth; rake in three inches. of ®rganic matter or top soil priox to ECM.. place~ezlt.
s o A,LL~, , . manufaefurer's speeifications) i . " ~.a
s.' :i . 98" Basestvne
, 2;3 Seeding fob ` 18" Footer stone Seeding for ECM areas shall be seeded with mix as described in these specifications. ~
.
Filter loth . 3 ~ Ilackhll and C®;~pa and C®mpaction
~o~ Stri _ln Stripping: The top b inches of soil and organic matter shall be stripped within the designated eXcavatigns and grading likes a3~d: deposited rrc stvr~ge piles. All
~?P g ¢~cca ated i v excavated materials not suitable as topsoil or for other uses at the site shall be disposed offsite.
NTS
32 Satistacto ~3 Satisfactory 1ii11 Materials: Pill and backfill within tFiP limits off the design points and beneath appurtenant structures shall be those rimaterials classisied in ASTM D
2457 as 2457 as GV11,: GP, GM, GC SV+T, S1VI, SC, or combinations thereof. The Contractor shall maintain proper speafied cempaction as directed by a qualified
igAl'$l.BLANKETS$HDULD BE INS?ALLED VERFfCAl.LY ,Y e~te n~c Geetechnical Engineer,
DdNNSLOPE: AMP SOIL OVER ~ ~f Y U;
MAi/B(p,~t 3.3 Sub reds I Subgrade Preparation: Unsatisfactory subgrade material shall be removed and replaced with satisfactory material as directed by the Design.Engineer. All ~~pc~sed
g
subgrades 1 ~ ~ or broken t subgrades shall be scarified to a depth of 3 inches before the fill is started. Slope surface steeper than 1 vertical to 3 horizontal shall be plowed, stepped, blenched,
~~i i~~~~ ~~~\~~f or broken up so that the fill material will bond with the existing material. Material shall not be placed on surfaces that are muddy, frozen, or contain frost:..
iii i~~ ~ _ Compact>.o~ r i iii i~~i Compaction shall be accomplished by tamping (sheepfoot) rollers, pneumatic-tires rollers, steel-wheeled rollers, or other approved well suited to the soil being
compacted, compacted. The c®ntractor shall:be prepared to moisten or aerate as necessary to provide an izl-place moisture content within plus or ir?inus 2 percent of optimum
~~i~~li ~inrithin thee., within the compacted lifts and/nr subgrades for each material. Minimum subgsade density shall be as specified irk paragraph for filling gird backfiling.

!r~\~\~
\ _ 3.4 Filling and ~\Y Filling and ~ackfiling: Satisfactory materials shall be used in bringing fills and backfill to the::proposed contours indicted on the plan and for replacing
ansatsfacti . unsatisfactory materials. Satisfactory materials shall be determined by the Design Engineer. Satisfactory rraterxals shall be placed in horizontal layers not
691N r~lr exceedgn f OVERLAP exceeding S inches in uncompacted thickness,or 6 inches when hand-operated compactors are used;: After<plaeing, each layer shall be:moistened or aerated as
i necessary t~ necessary to obtain plus or minas 2 percent of dptirrtum moisture, fihoroughly anixed and co~pacted as spe~fied:'Backflling stall not begin until construction
below fits below finish grade has been approved, underground utilities systems have been inspected, tested, approved, and:>forms removed.
~ ; r, 4.~ Eros><~~ aid Sed~pne
> ~ ~ ~ . . aid Sediment Control
` ISOMETRIC VIEW ' ~!/.A~
4;~ Co~structk Construction operations will be carried out in such a manner that erosion will be controlled and water, air, and groclnd pollution minimized:., State and local laws:,
NOTES, ct~ncernin concerning pollution abatement will be followed. Construction plans shall detail erosion and sedirrien~ control yreasures to be employed during the construction
a~ rocesso process.
1. BEG1N AT THt TOP OE THE SLOPE AND ANCHOR EEBER MATTING IN A 12 DEEP INITIAL ANCHOR TRENCH, p
BACKFIii_ TRENCH ANp TAMP>:EARTH FIRMLY:
2. UiJROLI: FIBER h~ATTING DOWNSI~OPE IN THE DIRECTION OF WATER FLOW. i~~~ All w®rk o~ P L ROLLS OF 6" AND .ANCHOR AT 12" CENTERS. All work on permanent structures shall be carried out in areas free from flowing water. The Contractor shall construct and maintain all temporary dzkes; levees,
OVERLAP EDGES OF ADJACENT ARALLE 'cofferdams 4. WHEN :FIBER MAT MUST BE SPLICED PLACE :END OVER END (SHINGLE STYLE WITH 12 OVERLAP AND cofferdams, drainage channels, and stream diversions necessary to protect the areas to be occupied by the permanent works. The Contractor shall also furnish,
R WS F STAKES AT 6" CENTERS. < install, open .....'.ANCHOR .USING TWO STAGGERED 0 0 install, operate and maintain all necessary pumping and other equipment required for removal of water fran the work area and.for maintaining the excavations,
FI R MAT LOOSELY Avila ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT WITH THE SOIL. foundation:. 5. LAY BE foundations and other pmts of the work free from grater as required or directed by the,Engineer. The stone shall be placed to its full course thickness in one
N TRTH. opera on 1~ operation in a manner that the underlying material will not displaced or worked into the course of rock toe being placede
G. FOR SLOPES 2;1 AND STEEPER USf A MINIMUM OF 3 STAKES PER SQUARE YARD AND FOR SCOPES
FLATTER THAN 2.1 U"?E A MINIMUM OF 2 STAKES PER SQUARE YARD.
: F FI R MATTING IN 12" X 6" TERMINAL ANCHOR TRENCH MIRROR 5.0 Live Stake 7. ANCHOR; FILL, AND_ CQMPAGT END 0 BE ke
;IMAGE OF INITIAL TRENCH)
~~e ran Live branch cutting shall be apprgximately one inch {1.0 to two (2") in diameter.
N Ts, 5.2 Coffin sh _g. Cutting shall be long enough to reach the back of the bench and extend aminium ofone-foot (1",l from the rebuilt slope face, Side branches and bark shall

relTtaln inta remain intact prior o installation.
5~~ Live brand Live branch cutting shall consist of a infix of three or more of the full®wing species with at least ore w111o~ (salix) and one d;~g~~e~oc ~c~r.~i,~s; 5pecics inclu,~eu.
T®p ofsiope Each s ecie P Each species shall comprise no more than 50% and no less than 20°l° of the mix.
.
® ® ~ ~ ` • Soak willow stakes from arrival onsite to 2' be en tows C01'Yt Carnris amomum Silky dogwood
® ® ® Immedlated before Instalatlon hours and recut ' ends at 45° angles prior to installation.< Sgl1,~' Salix nigra Black Willow
45°: `~tt
Flouu ` - ®tJse 112"-3l~" rebar for pilot holes prior 1o a Sambucus Canadensis American elderberry
~~1 driting live stakes into ground: ~d~~di viburnum detitaturri Arrowwood
PION >~IE'Y9f ~ ~ Ott ~ ®Drive live take 314 of its length into the ground.
New Slope ~;,4 Har~estin 1-hrvesting: The source of all live cutting shall: be approved by the Project Engineer, The contractor shall locate, flag, and dude the live cutting sites. l~~e
• ®Recut any)ve stake tips damaged by installation C(~ntraCtor F contractor shall notify the Project Engineer seventy-two (72j hours prior to harvesting fir review and approval o£ all harvesting sits, Up~,~~ ipprc~val bar the
45° cut Project Eng~eer, the contractor shall be responsible for harvesting and transpai'ting the cutting to the job szte.
~ ~ Project Eng Stakes to be 1 to 2 in diameter, 3 long. . fig.

5>~ L;!ve iViate~ live Material Preparaton,
VVilkowiive: Stakes 1"-2" diem: x 3'•4' length . •
. ~ ~ . aced 2' o:c. triangular spacing) angles p E ai`45° to doiprnnstream flow 5.5.1 .1$ 5.5.1 .ill cuts shall be smooth and the cut surface kept small. The use of large pruning shear or power saws may be rcq~ired.
C 5a~o
5.502 Live materials not installed within eight (S) hours of harvesting, shall be protected against drying nut and overheating. Protection against drying out
J'~ shall be accomplished By keeping the material: covered, transported in refrigerated vehkcles, ixtoistened:and/or kept in soak pits. Storage of live materials
' S~ ' . shall include continuous shade by covering with evergreen branches or plastic sheeting, Proper storage shall also include sheltering live plant material
NTS r from the wind and protection fr®m drying by being heeled into moist soils and/or sprayed vath anti-tratspYrant chemicals. V~here water is available, live
_bi branch cutting shall be sprayed or immersed. Water water (over 15°C) Stimulates growth and should be used only upon file approval of the engineer.
A Any Bost associated with such storage is incidental to the overall costs.
,DATE 31 OCT 08 ....SCALE ~&e Fi~E €~ur~eER
~tttflsiiii~r~ MCE PRD;I. ~ 1'.283-0003 G7 .
' A- s~' ~t ,A s .a..f 0. n ~ ~ - dom.
K~LA~RE FARM LAKE REPAIR pR~wN oS~ H~ft1ZONTAL: oaa~NCN~Ma~R
DESIGNED CMS AS NOTED
tl 4 9 SEAL , w
t > = 3 Varsity Drive . } .e 500 CHECKED TCS E; • CAL:
a Raleigh,: North Carclir,u 27606 R Phone; 919)233-801. Fdx; (919)233-8Q31 (919)233 FRdJ. MGR, EHK AS NOTED 5OF6
.4 !i 9 w INE .Ye l~~
AA0002667 EB000669' . . ri~rft ii A d STREAK TADILIZATIOW DETAILS STATUS: RE~~tiN ISSUED FOR >PERMI~'TIG
aEv.rw: n~sc en4NS DAZE rlrNri (tiEti ww OT RELEASED FOR GOSTRUGT6ON
..EI.SBNS: w.m jimcreed,com
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

i L
a lied at the rate of 95 1611000 . ft, immediate( before lovrin .Grass 04010 SCHEDULING PP ~ Y p g Tg. Grass
SECTION 04000 seed shall be applied at the rates outl'med in Tables 04100 and 04200. In )4200. In Nn under
SOIL EROSION SEDIMENTATION CONTROL AND LANDSCAPING areas where maintenance will eventually be assumed by the Tawn under > Temporary and permanen# erosion control measures shall be provided for all hea vehicular Traffic situations i.e. ri ht of wa s medians consultation shall vY ( 9 Y ~ ? 1su{tation shall
land disturbing work in accordance with an erosion control plan, approved by TABLE OF CONTENTS the Town. A grading permit shall be obtained from the Town prior to be made with the Building and Grounds Superintendent and the Erosion Erosion
b innin site work. Tern a measures shall be installed and ins ected b Control Officer as to the requirements and use of alternate grass. ~ 9 ~ry P Y s.
04010 SCHEDULING the Town for cam fiance riot to an land disturbin ac#ivi ,All eeman nt P P Y g ~ P e On projects tha# will be maintarnetl by the Town, venfication of sal oil
erosion control measures shall be incorporated into the work at the earliest amendments and seedin rates ma be r uir~ and than es to these rates 04020 TEMPORARY MEASURES practical time. All temporary measures shall be maintained until the g Y ~ g o these rates '
permanent measures have taken effect or approved by the Erosion Control may be requested by the Town during the plan review process: Reuse of Reuse of
04030 PERMANENT MEASURES Officer. Tern ra and ermanent measures shalt be coordinated to ravide topsoil andlor other measures to assure final soil conditions are conducive to conducive to '
po !Y P P rapid establishment of vegetation cover is required, effective and continuous erosion control throughout the construction and post- 04040COMPUTATIONS construction period to minimize siltation of streams, lakes, reservoirs, and I
of211b/1000 I~ 8~-0~~ MAXIMUM
other im oundmen#s, round surfaces and other ro .These measures 6-10-10 fertilizer shall be applied to all disturbed areas a# a rate of 21 Ib/1000 04054 CONSTRUCTION SE UENCE P g P PAY sq. ft., and mulchin shall consist of small rain straw a bed at a rate of 70 Q shall remain in effect until Final Approval is given by the Town. g g PP a rate of 70 ~ VARIABLE AS DIRECTED BY THE ENGINEER
IbJ10~ sq. ft, Mulched areas shall be tacked with asphalt at a rate of 200 to 'ate of 200 to
400 gallons per acre, or other approved method sufficient to hold the straw in 04020 TEMPORARY MEASURES Imo, i the straw in
P MINIMUM 10 GAUGE SILT FENCE FABRIC
Silt Fence shall be installed in accordance with the details at the toe of al fill If active construction ceases, meaning no substantial or significant progress is rlt progrBSS is LINE WIRES WIREAFROM OPECOND MINIMUM 12-1/2 GAUGE
slopes and any other necessary locations as directed by the Town. made in any area for more than 30 days, a!I disturbed areas must be seeded, st be seeded, INTERMEDIATE WIRES
mulched, and tacked unless written approval is granted by the Erosion Control - Diversion Ditches shall be installed in accordance with the details at the top of Officer. Incidental radin shall not constitute substantial or si nificant rosion Control lificant GRADE
cut and fill I g g g s opes and any other necessary locations as directed by the Town. progress in construction activity.
C nstruction Entrances shall be installed at all Dints of access to construction P 04030 PER ANENT MEASURES sites in accordance with the details. Any access point which does not have a
~ construction entrance shall be barricaded to prevent its use.
Permanent Ground Cover is the establishment of perennial vegetation Dover for eriods Ion er Than 12 months. All disturbed areas shall receive a tation Dover live a
S~iment Pits or Filter Basins shall be installed in accordance with the details of P g permanent ground cover. Permanent seeding and temporary seeding differ eding differ
elf dints where acaimulated runoff is released to natural drainage channels; onl in the a of seed to be used i.e. annual versus erennial . Seed bed and any other necessary locations as directed b .the Town. All sediment basins Y tYP ( P . Seed bed I NOTE: STEEL POST
Y preparations and soft amendments shall be in accordance with Section 04020 shall be sized according to State of North Carolina design guidelines, which eCtlOn Q4020 i WOVEN WIRE FABRIC
Seeding and Mulchin . As a part of ermanentseetlin , maintenance ma includes a surface area calculation. The following calculation shall be utilized for g P ~ Y be required to maintain vegetation for 12 months (including mewing and enance may USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN SILT FENCE FABRIC Ing and AREAS OF CONCENTRATED FLOW,
this determination: design flow (acres) _ (0.01} peak inflow rate (CFS}. waterin .This maintenance shall be considered a art of estabiishin _ ~ 9) P 9 fishing
Tern ora Seedin is the use of ra i nn al m II i permanent ground cover. In areas where maintenance will eventually be o rv ~ p d growing a u grasses, s a gra ns assumed b the Town under hea vehicular traffic situations Le. n ht of {wall be ~ y ~ ~ FILL SLOPE
or legumes to provide initial, tern are cover for erosion control on disturbed Y ( g P ry ways, medians) consultation shall be made with the Building and Grounds ';.nghtOf N z r, * FOR REPAIR OF SILT FENCE FAILURES,
areas for less than 12 months. Seed bed preparations and soil amendments Su erintendent and the Erosion Control Officer as to the re uirements of Grounds ~ .it.~ USE No. 57 WASHED STONE FOR ANCHOR , WHEN SILT FENCE IS PROTECTING nentsaf ~ •'4}V"~'• GRADE CATCH BASIN.
shall be in accordance with the method described under "Seeding and P q Ttal
Mulching". acceptable soil conditions and use of alternate grass orornamental landscaping. 6° MINIMUM COVER o OVER SKIRT *
Seeding and Mulching shall be done immediate( followin construction. Ai! Y g Riorao Dissipation Pads and Riprao Protection I
disturbed areas shall be dressy to a depth of 8 inches. The top 3 inches All stormwater release ants shall be rotected b ri ra dissi ation ads N ANCHOR SKIRT AS DIRECTED tlOn pads BY ENGINEER
shall be pulverized to provide a uniform seedbed. Agricultural lime shall be p° P Y P P p P designed #o reduce discharge velocities tonon-erosive levels. Dissipation ISSIpatlOn ~ e
04000-2 04000-3 o4ooal B
Town of Standard S cif~cations and Details: Revisions Ado ed S tember 8 2005 Town of Cary Standard Specifications and Details: Revisions Adopted September 8, 2005 r 8, 2005
Town of Cary Standard Specrficatons and Details: Revrsions Adopted September 8, 2(}05 Cary pe pt ep DETAIL No.
STANDARD TEMPORARY SILT FENCE 04000.01
EFFECTIVE: 07/UI~04 SHEET 1 OF 1
TABLE 041011
pads shall be designed and constructed with either an en ineerin fabric or SHOULDERS, SIDE DITCHES, SLOPES g 9
washed stone barrier between the ad and the natural round. Calculations For Slo es Between 2:1 and 3:1 P g ( P E
shall be furnished to indicate the sufficiency of the dissipation pads specified, Date T" Plantin Rate
Riprap pad design shall be in accordance with NYDOT or NRCS methods. Mar 1 - A r 15 Add Tall Fescue or 12o Ibs./acre p Filter fabric, or a washed stone liner, shall be used on all sediment basins,
tiptop dissipaters, and channels. Mar 1-June 30 Add Weeping Lovegrass 10 Ibs.tacre
or
04040 COMPUTATIONS Mar 1- June ~o Add Hulled Common Bermuda toss 25 Ibs.tacre
**"tall Fescue and 120 lbs./acre
All computations and assumptions used to formulate an erosion con#rol plan June 1-Sept 1 ***Brawntop Millet or 35 lbs./acre shall be reviewed by the Town, Erosion and sedimentation control measures, ***Sorghum-Sudan Hybrids 30 Ibs.tacre
structures, and devices shall be planned, designed, and constructed to control Nov 1- Marl Add Abruzzi R e 25 lbs./acre
the calculated peak nlnoff from a 10-year frequency storm. Runoff rates shall TABLE 04200 70' MIN. NOTES:
be calculated usin the USDA Soil Conservation Service Method, the Rational SHOULDERS SIDE DITCHES SLOPES 9 , BUT SUFFICIENT TO KEEP ~ 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
Method, of other acceptable calculation procedures. Runoff computations (For Slopes 3:1 and Flattery SEDIMENT ON SITE CONSTRUCTION ENTRANCE IS USED.
shall be based on rainfall data published by the National Weather Service for Date T e Plantin Rate this area. Au 15 -Nov 1 Tall Fescue 300 Ibs.lacre ~};~~=~,Nt r~sCEa?«,~~mo 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD 6.,'e. rtt ...~:'o,•~v a•; , « «i A: , S NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
Nov 1-Mar 1 Tall Fescue and Abruzzi R e 300 Ibs.lacre '~.~;~''K=~'~~~'~'~M'~~'r'+~t~ajt"y''"~y, STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED ;;~t~~k~~2"-3° STONE TO BE USED;1;~s 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD,
Mar 1 - A r 15 Tall Fescue 304 Ibs (acre 04050 CONSTRUCTION SEQUENCE _ I s.r~cre EXISTING +«(SURGE STONE OR RAILROAD` • PROPOSED STREET, .•i.~` ;
A r 15 June 30 Hulled Common Bermuda toss 25 b ROADWAY w;~,s•+•••BALLAST~'.~?:y•'7•'t•~,~,.it ~ WHICHEVER IS 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO •~+t•v'M~„+~~SFg~',+t~~~,»y`?,µl:eti:w"a~~tr GREATER. THE PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND
Tall Fescue and **"Browntop Millet or The construction sequence on projects shall be as follows: July 15 -Aug 15 ***Sor hum-Sudan H britls 35 Ibs.lacre ••dr.c~.'!.'i.'4'.,.,y.+S,`;~ ~~+,;i,~..~.w INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS r tw«w"1~+ {fit ~ INDICATED ON THE FINANCIAL RESPONSIBILITY'FORM.
, t'('~~ Y•~OY"'.',~y''~w }l i•i 7'j pf Mel4~'w+ AM a ~''r?.I('~ THE MINIMUM FEE THE TOWN OF CARY WILL CHARGE TO
1. Obtain radin ermit• g g P ~ Notes: CLEAN THE STREETS WILL BE $300 FOR THE FIRST HOUR
2. Ins#all all erosion control measures as shown; 3. Main certificate of compliance through on-site inspection by Consult Stormwater Management .Engineer or Natural Resources Conservation AND $200 FOR EACH HOUR THEREAFTER.
Erosion Control Officer; Service NRCS for additional information concernin other alternatives for ~ ) 9
4. Proceed with griming; ve etation of denuded areas, The above ve etation rates are those which do
6. Clean sediment basins when one-half fulh g g well under local conditions; other seeding rate combinations may be possible, but
6. Seed and mulch denuded area within 30 days after any phase of must be a roved b the Eh ineer. radin ; Pp Y 9 9 9
7. Maintain sal erosion control measures until permanent ground ***Tem ora -Reseed. aecordin to optimum season for desired permanent
covens established; p ry g vegetation. Do not allow temporary cover to grow over 12 inches in height before 35' MIN. ~ 15' MI~ NEW CONSTRUCTION EXISTING ROADWAY
8. Request final approval by Erosion Control Officer; mowing to keep fescue Tram being shaded out.
9. Remove soil erosion control measures and stabilize these areas. • t • 12° MIN,
6" MIN. 5 •:..a'...•>Y.' t» ..r+.: r e.... tr. P•~'~:
r
FABRIC UNDER STONE
END OF SECTION 04000 CRASS SECTIgN
04000-5
04000-4 Town of Carv Standard S ecifications and Details: Revisions Ado feel Se tember 8, 2005 e~
p p p DETAIL No,
Town of Cary Standard Specifications aad Details: Revisions Adopted September 8, 2005 STANDARD coN~TRUCTION ENTRANCE o oa.o7
EFFECTIVE;07IOII04 SHEET 1 OF 1
i
oe®
SEAL ~111UIllllflllltl~j SEAL DATE; 31 OCT 08 SCALE M&C FILE NUMBER
~ rl R MCE PROJ. # 1283-0003 CG101
r , q ~i KILAIRE FAR LAKE REPAIR DRAWN os~ HORIZONTAL; pRAWINGNUMBER
_
DESIGNED CMS A5 NUIED
SEAL 16 = CHECKED TOS VERTICAL: C-6
1730 Varsity Drive, Suite 500 1411Q Raleigh, North Carolina 27606 PROJ. MGR. EHK AS NOTED 6 OF 6
Phone: [phone], Fax: [phone]
EROSION CONTROL DETAILS CO~T; ISS UED FOR PERMITTING REVISION
~i~ji E H A I AA0002667 EB0006691 1///It Hiltl
REV.NO. DESCRIPTIONS DATE ELEASED FOR CONSTRUCTION
REVISIONS www.mckimcreed.com