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fev. ON South RECORD DN~G. a Q?1~~'~';~ h' NO. 40343bD1 W dMlg REVISIONS
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PRa~cY MaaaR nRA~waO scar RELEASED FOR DATE 616 COLONNADE DRIVE PIC& THE BROYILL DEVELOPMENT F/4
SW en~ CHARLOTTE, NC 26205 APPROVALS d'°~~~tp°+ r~ PRO&= DATE [phone] FOR THE KEISLER ROADWAY PLAN AND PROFILE
AWH BY ~ m ' BIDDING SEA
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~~es nn ui ~ ~ a' pear na,~ o~nmunity infnaature con:~'f~tta North Carolina Georgia ~ ~
REV 37 W" SON DATE South Carolina Floridai . NO. DESCRIPTION RECORD DWG QihlS+. -4°4 dwg , ?
REVISIONS 40343bm-20 f o

oF.9CRIP'flt~t NUt~R NauE X~F' NAME PA'M ~VSER1l~ u~t r : ruc. ae ~ c~, INC, au, ~a~ns RE~RVED. RPPI~ RM FJMER . REPRODUCTION OR USE OF
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NOTES•
8~~~
1. EACH RIP RAP PLACEMENT SHALL BE BEDDED IN LAYER OF GEOTEXTILE FABRlC. PLACEMENT OF RIP RAP SHALL IMMEDIATELY FOLLOW THE I~VDl~S~'RfA~. PARK ROAD
PLACEMENT OF THIS LAYER. KEER VOkDS TO A MINIMUM AND FORM ADENSE- WELL GRADED MASS QF STONE. DO NOT QISLODGE THE
UNDERLYING BASE OF FABRIC WHEN PLACING STONE. COST OF THE STONE BASE OR FILTER SHALL BE WCIUDED IN THE COST OF THE PLACING KEISLER RQAQ ~~TENSf4~ S 2fifi8
s~~ OF RfP RAP.
2. THE MINIMUM THfCKNESS OF THE RIP RAP LAYER SNAIL BE 24 INCHES. 3a° R 30" R
~ggg~ 3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 1.5 HORIZONTAL TO 1.0 VERTICAL. FINISHED GRADE OF THE R1P RAP IS TO
BLEND WITH THE SURROUNDING AREA. VARIES 6' ~HQlILE)ER ~2` 1 6" ~i13tiLQER VARIES
I
~ 4. INSPECT RIP RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES (ESPECIALLY AFTER SEVERE STORMS) AND WEED BRUSH GROWTH DURING
CONSTRUCTION.
d 1
24" pEPTH !f! M "ry""'r ileL~~~Ta VeLiJ~~."'-~i~ ~ N
INSTALL CLASS II RIP RAP
~!Y -i
.y i ~ G~iApE PE;~1T Z 3
~ f/ e 4`

,~f .
GEOTEXTILE FABRIC ~ ~ ~ ~
~ ~R~ACE Cc>~EisE, TYPE S9.5E3 EAt~I I~~T ~~-i/a~) ~ ~~wc~ Cc~~ T~P~ ~s.~ T~: 3" l~NpER COUR5E, TYPE I-19~ 3" !~lNE)ER CQURSE, TYPE E-~9~ VARY SLt~E T4 CONSTRUCT
A.Q.C. +flR 4'" 8" A.E3,C. pIT(~I V~THIN PROPOSEp R/1N
® EARTH MATE;REAL (CtACTEp PEEL NCDOT STANpARDS} EARTH MATERIAL (CQMPACT~p PER NC~OT STANpAEtpS~
T'YPrCAL ~EC~OI~
RIP RAP APRON DETAIL SR 2688]
NOT TO SCALE
NOT TO SCALE` r Q~ rraE of orsn~xNc ~F S°t'ANDAI~D T DETA
irt~ 51`?AitD Nlt1~Rs
curve roa eotM ara+ cwns c~nc~ Q+uwa.c Faa swa au~aoe~u. aucaimr ~i plTClf CQNSTRUC'~01'! 300.C}1
WALC ~IGLE A(VD D~J~.E FIFA CULV~t1'S 838,01
WARDRAIL INSfNtATW7 ?CEINENT 88241 TALt.Al10N 88202
RIP RM IN CHANNELS RNP1Et,S 878.01
WOPoC ZONE AOYANf:E WARNMI TEMPORARY ROAD CLOSURES >VANCE WARNING ~GNS 1101.01 IAO CLOSURES 1101,03
NO..,~~~
ST~i" CLOSED
A MINIMUM OF 2' FROM OUTSIDE DIAMETER QF PIPE TO SIDE: OF TRENCH MUST BE ALLOWED FOR
COMPACTION flF FILL MATERIAL. E3ACKFILLING OF TRENCHES SMALL BE ACCOMPLISHED IMMEDIATELY
R1-1 Rt1-2 AFTER THE PIPE IS LRID. THE FILL AROUND .THE PIPE SHALL E3E PLACED IN LAYERS NOT TO EXCEED
48"X48' 48"X30° 6 INCHES. UNDER NO CIRCUMSTANCES SHALL WATER', DE PER~9lTTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED
E3Y THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER Off' BACKFILL SHALL E3E
DOUJNST as• ~AC~ OF PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE.
~ 2. ALL E#ACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED
p, T CULI/~R'1' DENSITY OF 95~ OF STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 10O~a
3 All Ali !WL ~E 19t NC60f RMOI~l~ 8" TO 12" -7- t ~
20• ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS..
r
a^ ro iz° 4. BACKFILL MATERIAL BENEATH RQADWAY SHALL BE SELECT
PERMANENT SIGN DETAILS BACKFILL MATER#AL.
zo" NOT TO SALE T
8' TO 12"
RAY t ^~-i
R1~tIDRJG
5' MIN.
4 4~ 0.11N. p,~ryy . BAGKFILL WITH X57 STONE:
PROPC~5ED PIPE-ARCH
1 1/2' SURFACE COIN2S'E, TYPE ~.5B ~s o
TO REPLACE 1 if2' FLUNG
oar way ' ~ D
C•' I1--11 I- 1 I=111=
2 L~1S OF 1J¢' MAlERiAI IN NEW SECTION f=! I I=111=1 11- =1 l lei I ~.1 ~ 11
~t TYPE Ilt BARRICADE L e~-o~ I, ' ` 11 1111 ~ 11 1 ~.~11 x-11111; i'-
4z I I LEI 1 I 11=11 ~1
~Fl~~ wEr w . NOIE: an~.tea~teeiac :1111 I h-I 12 11=~ I f
p; ;.~.+,~':i':r BAI~tACADE SHALL BE INSTALLED PER NCaOT
- b! ' i'. is ' %}ry:::';;~;.;. `';~:.'j f=1~ STAND1Uid DETAIL 11#3.01. k~1f111~11 11~11I11~
1~i~1 ~ j • qr 0 «•h ~ N her 11-~ i r_-
:;~;;y . •ai:s. ~ ROPO OR :4"'::2@:06
I=111 1~1 _
~ 4 ~ r{, a+M h~1 r•t_+ Wi a~ a 4+ ~•3 ~i f l ~ ~F
iyN {'f"aY~ p i ~ h+Ns {{I wd~ fir. » r~ 4{^^-^^
~ • • he• ..rr hN . ~ ? h { e drehorr eee4r. «.r»~ 1 6~^~^'^~ • e e r • e
ROAD CLdSED DETAILS
,,,~T PIPE-ARCH CULVERT DETAIL ~ TAIL =1 1111 ~1 i 1=1 11=I 11-1 I x"11 ~f I i=111-1 11=1 I ~l 1 F II ~,111{~ 11111 I11~;,11111„1flll;lill~;lll„Ilill~jlll,{,11f111.
NOT TO SCALE
E-ARCH TR~NC I ~'~AII~
NOIE: ~ ~ A!L PAVING TO MEET WRREWT NCDOT WIDEIJNES NOT TO SCALE
gg~ KEISLER EXISTING T~ PROPOSED PAVEMENT CONNECTION DETAIL
~ NOT TO SCAiE
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