20081310 Ver 1_Site Plan_20081103

~ WAXHAW QUADRANGLE 15~'yt
"JNITED STATES ~j, 1\~r[1!'t UALCUI.rl1tlA-^ V~AV1V LiQ, N~~j~,~.u
~~s~ DEPARTMENT 4F THE INTERIOR z.s MINUTE SERIES ~~~GRA~HiCI ~~F C~
GEOLOGICAL SURVEY 4~~4„sw 3 ~ 5~~ x 5lonaa ~'lr~r 534; go°3~r3oti' ,
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34°52'30`_`}.- s s24 1a80000FEET 's25 's2fi 42`34" s2t i s28 4s~ai7sw 29 3~ 34~° E 80445' 23 ROAD CLASSIFICATION
~ nd ubGshed b the Genlo ical Survey + SCALE 1:240 1 M(LE Mapped, edified, a p Y ~ + ~ o Primary highway, Lighf•du#y road, hard or ~~~~s 7
-t y6 ~ 1t a Gontrot by USG$ and USC&GS r4n 1~p o ioo0 2o-ao 3oCa 4000 5000 6oa0 7000 rser hard surface...._,..., improved surface .
P~~t h rammetric mefhods from aerial c~ r~r Secondary highway, ~ tie Topography by P stag + 5 0 1 x+LOME r
photographs taken 1969, Field checked 1970 hard surface. Unimproved road..
PoEyOnnic projection, 1927 North American datum SMa~s ; o•r+, CONTOUR INTERVAL 10 FEET Interstate Ratite tJ. 5. Route ~ State Route 48
10,000-fool grid based an North Carolina coordinate system s M+~s NATlONAt. GEODETIC VERTkCAI DATUM 4F 1929
1000-meter Universal Transverse Mercator grid ticks, rd. C. zpne 17, sirovrn in blue
To place on the predicted North American Datum 1983 W.~'.I~It~W N. C.
move the proje0#Ron lines 11 meters south and OTn+ GR+o Awo rasa NaGNETtc NoRT~ quAOaaNGLe LocAS+or~ 1 nEGLtNAT10N AT CCNTER OF SHEET ~~tOi~O-NG-TF-OZ4
i8 meters west as shown by dashed corner ti0ks THIS MAP COMPLIES WITH NATIONAL- MAP ACCURACY STANDARDS Revisions shown in purple and woodland compiled in cooperation
Finn red dashed linos indicateselected fence and field lines where FOR SAt.E BY 1~. S. GEOLOGICA4 SURVEY wi#h State of North Carolina agencies from aerial pflo#ograptls ~ gpp anerall visible on aerial photographs. Phis information is unchecked DENVER, C4L0IiADO 80225 OR RESTON, VIRGINIA ~22i192 taken 1984 and other sources. This information not field checked phlC1TOREVtSEt? ~ 88s g y
A FOt.DER OESCR191NG TOPOGRAPHEC MAPS AND SYMg0lS IS AVAiI;, EON REQUEST Map edited 19$8 gH1A 4853 1 riiW-SERIES V842
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O 1. TOTAL DISTURBED AREA = 10.51 ACRES. W
~ DE ~ waxNAw-iNOU~N TRAIL ROAD ~ ~
~ 2. CONTRACTOR WILL BE REQUIRED TO PROVI SITE
~ - invent & Erosion Control Plan TEMPORARY GROUNDCOVER ON EXPOSED SLOPES ~ C 1 Overall Sed
~ WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION p w C-2 West Area Sediment & Erosion Control Plan ~ ~ ~ ~ ~ m NWLROAD _ V U 1g ~ j..~j ~j ~ ~
~ OF ANY PHASE OF GRADING. PERMANENT GROUND- C-3 Central Area Sediment 8c Erosion Control Plan
COVER IS REQUIRED FOR ALL DISTURBED AREAS ~ PI n 1
w C-4 East Area Sediment & Erosion Control a WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS I~1
Plan WHICHEVER IS SHORTER FOLLOWING COMPLETION C-5 Sewer I~~.Fin Sediment & Erosion Control ( C1 ~ ~ ,_O>, I ~ ~Z ~
~ _ n OF CONSTRUCTION OR DEVELOPMENT. SCALE 1 = 100 -0 C 6 Overall Grading Pla
~ 3. EXISTING UNNAMED CREEK DISTURBED C-7 West Area Grading Plan ~ ~ ~A®
~ LENGTH EQUALS 140 LINEAR FEET. C-8 Central Area Grading Plan L ADJUST FINAL FINISH FLOOR 620.00° o ~ ~ ~
~ 4. CONTRACTOR WIL ( ) w C-9 East Area Grading Plan TO BALANCE THE SITE CUT & FILL. ANY BORROW SOILS
w
z C-10 Site Details & Notes REQUIRED WILL BE OBTAINED FORM APPROVED OFF-SITE PITS.
O TROL MEASURES MAY BE RE UIRED. C-11 Site Details 5. ADDITIONAL EROSION CON Q z
w WNSPOUTS FROM BUILDING TO BE CONNECTED LEGEND C-12 Site Details 6. ALL DO ~ VICINITY MAP NOT TO SCALE
w _ • s TO SITE STORM DRAINAGE SYSTEM INTO THE EAST BASIN.
_ C 13 Site Detail ~ 7. SEDIMENT TRAPS & BASINS SHALL BE STABILIZED FINAL CONTOUR -OUR
IMMEDIATELY AFTER INSTALLATION. - - - EXISTING CONTOUR ONTOUR
~ 8. STONE OUTLETS SHALL BE PROVIDED AT LOW POINTS
O TEMPORARY SEDIM _ ALONG THE TEMPORARY SILT FENCING. RARY SEDIMENT
FENCE
~ 9. 24-HOUR CONTACT FOR EROSION CONTROL -JOHN M. CAMPBELL ~ - - - TEMPORARY CONSTRUC CONSTRUCTION
COMPANY. PHONE [phone]. ENTRANCE
o w o LIMITS OF DISTURBANC DISTURBANCE
~ 'ORARY
> ~ T.D.D. TEMPORARY O \ RON ~ AlD MAS U ~ - 05 SEY a DIVERSION DITCH DITCH
\ 084013 0
~ 6o~P~ R ASPHALT PAVEMENT ~ a ~o ONAID AVEMENT
O o Po \ ~ MASSE o Fo 0508 Y 7 ~ NT P ~ 4013q P.D.D. PERMANE vIANENT
i o ~ \ w DIVERSION DITCH ~ y. DITCH
\ ~ pORA K
o P~ _ p TR~ESp N ~ o ~ 24,38 051 ALE \ W F ~6 ~,F. ns 10063 J FRANKLI
m ~o~ ~ N SPAR o° ~ ~ \ 0 05 KMAN LIMITS OF
ti~ ~p~~P SR p g 084p 16 ~ o~\G~ e~ o ~ DISTURBANCE
~ Q LIMITS OF 31 ,o BEGIN SILT FENCE ARY NET
050 RICK ~ DISTURBANCE \ 84017
~ Tree Protection 326.97' I I ~ - o o ~
Q ~ „ o S8Q 4 ~ pAVtD Fence Cont.. N12 47 49 E ~ O lg ~ o HOgBS ~ E 13 , 0 0508
0 381..86 75.77 ~ 4018 DORI ~ F N E (TOT o NE S~ DORINE S OSD84p' 9111.1 ~4
O ,f. x i oo 5 .8 AL 050 1 ) ~ ~ 84 Z TEMP. ~ 1
CTION Limits of UNNAMED T ~ CoN u ~ Drama e 17 .0 ~
E ANCE g BLYTHE ~ 7 Temp. ~ F ~ ~
T. cow ; CREEK BA g Roei~sow A ,,Sed. Trap 1 18 h~ V 08 SUM ERS
05„0~, / ~o . 99 ~ . 3 ~ 20 ~ F 0 5 O.Og 200.04 ~ P~ 40
o T• Q ~ S\\ F
~ / ~ , w , ITS F '20 SETeac S 8p~ ' ~ °
p TEMP. op IT O UND ~R c ~c c 71 » 9 3 BU FER AREA 4. ~ ~ /
W ~a w. seat BA SILT FENCE ~ imits o B BU ~ 0 6 , I TU B N E ~R ~ / ~
e P of / gn b~ / ~ cA~
~ . 20 ~ ° / ed. r b ~ v s
T :OFF-SITE ~ E 5 NO p NO E NO S
w DRAINAGE FROM / DISTURBANCE IS U B N E 90 1
~ / TEMP. TEM D. O SOUTHWEST EQUALS ~ R ED POPS THIS AREA a` ~ HI AR o
. o w 28~-/- ACRES ~ I I G SEE SH. M S O ~ / 3 LD B IL IN ~ o I
O ~ F 620.0' D T B N E / F. 2 .o PROP TY P F P
~ LIMITS OF 630 o C T. ILT FEN E a- ~P TYPRCLN 51 002 LMIT 0 %
DISTURBANCE /
~ TEMP. SILT FENCE to~o~i , - ~ atocl~ilo IMI'fS F IS B~N / / ~ C~
W TEMP. Limit of Li its of DI U~BA E r e r echo of ~ T MP. SIT C Fe ce Con . r ~ jo j~~
cn TRAP 1 c Dra' age raina e
o L s f ~ Te g ~ SEE Limit ~ . P• em . ~ ~
C-2 ~ LIMITS OF D ina e P 0 SH n g E ed. Trap 3 ed. T a 3 fap 3 .D. ~
w DOUBLE 48" RCP ; DIST AN E e P N FAT 3.33 SLOPE •0 "~-Tree Pr to do S ra 3 ,p. _ 60 L e . ~ RR.it Jm A ~ aeJ / ~ q. 1
~ I.E. IN SOUTH 602.0 ~ IM Fence nt
O ~ 1~ _ LE. OUT SOUTH 600.0' NC MP. PyC S _ ~ M S
~ I.E. IN NORTH 602.5' -6 64 DR E 45 LF T
~ ~,F qr 30 0 ~ - AR: 619.66 I.E. OUT NORTH 600.5_ s • . \ - JOSEPH D. ROGERS
Z REEK DISTURB LE. 0 __i---- ~ - - - - 'B _ P.O. BOX 840 K ~ ~ 1=!
~ 137 LF TOTA <s - - _ - _ - - - _ - ~ ~ 05087021 F
_ -.c---- - - ~ SEE SH. 2 - _ - - - - - ~CfTS ~c--'" JOHN R. YARBOROUGH
O - _ - - - - - - ulsTUR 7909 WAXHAW HWY. I,F 05087021D u'~4{~~~~~
1914 t T>,7` .r 0' R VV L35 S.A.L. RAILROAD 10 Tree ro tion ~ RAILROAD MILE q P ~ ~"t k.0/~
~ MARKER 318 , ~ Q~' F''~
~ - ~ S 21 2 21 23. - - -
WAXHAW COMMERCE LLC g ,
z 05110062A
~ ~ oo~~ ~ ~
LLC a~, 6 ~ WAXHAW COMMERCE, a~
w ~ 05084001 ~ W ~ ~r5 ~i~~4~~
Z 0° _
9 ~ ~ ~ ~
z ~ G• W
REVISION
w z R O S 0 ~1 C O f~ T R 0 o9iz2/2oos-Raised Finish
Floor Elevation to 620.0'.
1- A) OBTAIN APPROVAL OF EROSION CONTROL PLAN FROM ALL APPLICABLE G0~ 'LICABLE GOVERNMENT AGENCIES. 10/15/200-Revised East
m / B OBTAIN GRADING PERMIT FROM APPLICABLE GOVERNMENT AGENCIES. VCIES. Drainage Basin.
~ C) SET UP PRECONSTRUCTION CONFERENCE ON SITE WITH INTERESTED PARTII ESTED PARTIES TO DISCUSS EROSION CONTROL MEASURES. 10/31/2008-Revised West
w NEW IRON D) INSTALL STABILIZED CONSTRUCTION ENTRANCES, SILT FENCES, SEDIMENT E SEDIMENT BASINS, AND OTHER EROSION CONTROL DEVICES AS Road Alignment.
_ SET AT 30.00' ITE ONLY AS NECESSARY TO CONSTRUCT EROSION CONTROL DEVICES.
O REQUIRED BY APPROVED EROSION CONTROL PLAN. CLEAR SITE ONLY AS ~ A INSTALL TREE PROTECTION FENCING AT LIMITS OF DISTURBED AREA. AREA.
/ o
o_ T E} AFTER PROPER INSTALLATION OF EROSION CONTROL MEASURES, BEGIN CLI O / ~ BEGIN CLEARING, GRUBBING, AND GRADING OF SITE.
O '~o F) GRADE SITE IN SUCH A MANNER THAT ALL RUNOFF FROM DISTURBED ARE TURBED AREAS WILL BE ROUTED THROUGH THE SEDIMENT BASINS.
INSTALL CURB AND GUTTER AND SITE DRAINAGE SYSTEM AS SOON AS POS W )ON AS POSSIBLE.
~ G) CONSTRUCT REMAINING EROSION CONTROL DEVICES INDICATED ON THE AP ON THE APPROVED EROSION CONTROL PLAN AS CONSTRUCTION
Q PROGRESS PERMITS.
~ H) DILIGENTLY AND CONTINUOUSLY MAINTAIN AND REPAIR ALL EROSION CONTI OSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION.
C.~ z I) SEED OR OTHERWISE STABILIZE SITE WITHIN THIRTY (30) DAYS AFTER AREP AFTER AREAS ARE BROUGHT TO FINISH GRADE.
J COMPLETE PERMANENT STORMWATER CONTROL DEVICES AND STRUCTURES ~ ) STRUCTURES AFTER SITE IS COMPLETELY STABILIZED AND AS
Q 100 0 100 200 300 400 500 ~ APPROVED BY THE ENGINEER. M n n
~ J REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES AF tUCTURES AFTER SITE IS COMPLETELY STABILIZED AND AS a
w APPROVED BY THE ENGINEER. DATE 06/30/200
F~ aRnl~rr ~n n7_n~h
c aq DRAWN BY: GCM
w 1 200.0'
APPROVED BY: GCM
U
@ fte SHEET ~
NO V , 2008
i~dET~RND~~A~l~ STOfiM41~~'~R 3R~J~C~

DRAINAGE AREA 1 i~
SED. TRAP NOTES: !
z ,V~' 1. TOP OF BERM = 610.5' C~ 2. TOP OF ROCK SPILLWAY = 609' ~ W
o 3. BOTTOM OF SPILLWAY = 608' ~
N 1 4. AREA AT .ELEV. 608' = 2400 SQ. FT.
5. BOTTOM OF TRAP = 605' ~ ~ c00v ~
6, AREA AT ELEV. 605' = 1056 SQ. FT. ~ ~ U U N
7. SEDIMENT TRAP TO BE REMOVED AFTER ~ ~ ~ Z d'
a ~ ~~P~ ~ 30 0 30 60 90 120 150 STABILIZATION OF DRAINAGE AREA. ~ ~ ~
z W ~ ~
P~ GRAPHICAL SCALE ~ ~ ~ w
C~
TEMP. 12" PVC SED. ~ o~ a
` P~ _ L~ O ~ 1 30.0 ~ LEGEND: DRAIN PIPE 35 LF
I.E. IN 611'
z ~P~~ / I.E. OUT 610'
~ I.F. AT 24.36 ROUGH GRADING CONTOUR - EXISTING CONTOUR
w 3E TEMPORARY SEDIMENT INLET .PROTECTION
DORA K. TRUESDALE FENCE ON NORTH END
2 ~ TEMPORARY CONSTRUCTION
j \ ~ ~ / 051 10063 E MITSNOF DISTURBANCE
COIR BAFFLES
G F 7> T.D.D. TEMPORARY MIN. 3
~ DIVERSION DITCH TOP EL. 608'
~ ~ ~8 ASPHALT PAVEMENT
> 7 P.D.D. PERMANENT
~ ~ / ~ DIVERSION DITCH / ~ / ~
O !J /
~
~ / ~o j
o ~ ~
0 /
~ / ~ \ LIMITS OF ~
~ l~
~ L ~ ~e~~ ~ ~ DISTURBANCE
m 5~v`~ 2~' ~ ~ \ Tree Protection ~ ~
Q ~ ~ ~ ~ ence Cont. / / ~ o
\ ~ /
~F. X 100 ~ L. ~ 0 ~ ~ ~
~ ~
a ~ TEMP. ~ \ ~ /h
z ~ ° ~ CONS UCTION 03 ~ ~
o
E TRANCE ~ ~~o ~'~A~
~~o ~ 3 ~
LIMITS OF C2 SCALE 1" = 20'-0"
~ ~ ~ ~ / TAO / / A DISTURBANCE
TEMP. SILT FENCE CONT.
m i
~ _
~ / /i~~ DcO / - /
/
~ ~
~ ~ ~ ~ LI IBS 0~ / / / - -
~ ~
~I~URB6~1C / ~ ~ ~ , i, ~
N ~ ~ Tree ~ ~ ~ /~i emote inn ~d ~ o'°
O~ , ~ n
0 ° ~ a
~ ~ D~U '48" RCP
CO
Z ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ ~ ~6~0 ~L'~ ~ ,3.33 ~ S L~ ~ ~ ~ ~ti 18" rcp
o ~ ~ ~ E ~ . ~1 ~V~ ~S ~ ~ ~ ~ j ~ ~ ~I . ~ T Es0 2.0' i .out 639.5'
0 a 20'-0» s . ~ Ana rg, ~ SC. r b~a~ m,
. ~ ~ / C)-I~A ~ I F~ i3 5 iL F~ , / ~ I ~ 0 ~ S H 6 0 0.0' X0.0' ~
z NOTE. OFF-SITE \ ~ / ~ ~ ~ ~~~,i~ ~I.E. I,P~ N TH 02.5' ti° i''
9 ~0 o~Q~`0A , ~ ~ ~ r
5 ~ Concrete sand s,, ~~n,
w DRAINAGE FROM ~i ~ / ~ i I.F~OUT ENO 0C~5 o ~ urbLandscaping ~ ~~s~
~ ~ s1 gutter a ° ~ 5 ~°°~cA f~9 18.. rcp o Q ~e° ~ ~ fi
~ r i.e. i 640.5' ~9~ ~6'-0'
SOUTHWEST EQUALS ~_~~j~, i ~ ~ ~ ~ CREEK [~ISTU N
- o~ 0 .rte-''
w ~ ~ /~O ~ ~ / / ~ ~ ~ / 137 LF TOT 1 - ~ ' ra~x~ ~ ~ 0~ REVISION
28+/- ACRES _ ~ ~~j, , , / ' , ~
~~~1 ~ti~ 09/22J200~-Raised
Finish. Floor Elevation.
m Wis. , , ~ ~ ~ j ,~ti'° 10/15/200-Revised East
i Drainage Basin.
10/31/200-Revised hest Qro\g 0
oQ°s° ~~h Gta~~` 6~ ~ Road Alignment.
o LIMITS 0 F ~ ~ ` ~ / ~ ~ ~ \ ~~~j ~ ~ x i / ~ ~ /i ~ rk
~ ~
~ x
o DISTURBANCE ~ ~ , i~ ~ ~ / ~j~/ ~
/ / s
/
TEMP. SILT FENCE ~ ~ ~ ~ i~ ~ / /
/
~ i°
Q TEMP. S \ ~ ~ ~ ~ ti
~~o /O r°\~
o TRAP ~ \ ,//i , ~ Q° DATE; 06/3o/2o0s
~ ~ ~ ~ PROJECT Noo 07026
-
DRAWN BY; lil.;lNl
SEE
ID APPROVED BY; GCM LAN SHEET
S H. C 2
C2 SCALE 1" = 20 '-0" cc==2

\ ~ ~
o I '~0 ~ / ~ ~~O
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Z C3 SCALE 1" = 30'-0" /l ' ~ ~ ~ ~~LI~1~$R,B F /E / ~ /TO / .
2°~ ~ ~ / / / / I
~ / / / ~ / ~ GU ~ / / / /
r
z LEGEND: ~ I/ / ~ ~ / ~ ~CaNT./SILT FENCE / / ~ ~
~ _ - ROUGH GRADING CONTOUR ~ / / ~ / / / ~ / / / / / / ~ ~ ~ ~
- EXISTING CONTOUR / \ ~ / / / ~ / / / / / ~ ~ ~ /
~ ~E---~- TEMPORARY SEDIMENT ~I / ~ ~j+~ ~ ~ / ~
~ FENCE ^ / / ~ ~ / ~ / / / ~ ~ ~ / / r"""am
~ / ~ / /
~ ENMR N~CEY CONSTRUCTION / ~ / / / j j / ~ ~ / / / ~ ~ / o ~ ~ ~ CO R BAFFLES
w LIMITS OF DISTURBANCE / I ~ / / ? /y ~ / ~ / ~ ~ ~ ~ MI~J. 3
~ 7 7 T.D.D. TEMPORARY I/ / ~ ~ ~ ~ X// / / ~ / ~ /
O DIVERSION DITCH ~ / ~ ~ ~ ~ ~ ~ ~ TOP EL. 604
U ASPHALT PAVEMENT / / / / / / ~ _ ~ / ~ ~ /
Q 7> P.D.D. PERMANENT / ~ / ~ / / / / / / / j / / ~ i ~ ~
Q DIVERSION DITCH / / / ^ ~ / / / / ~ / / / ~ ~ ~
i ~ ~ ~
i ~ ~ ~
m ~
~ ~ i.f. ~
~ ,~DI~T ~NCE ~
i / C/ON ILT FEI>d~ / ~ , ~ / ~
~ i
T q
~ , TEMP. ~ OO ~ / / , ~ / ~ ~ / 00
g SILT FENCE ~ / / ~ ~ a ~ ~
Q i CONT. I l i ~ j/// / ,i
o / / / / / / / /i / / ~ ~ / /
m j / / ~ ~ / i / / ~ / / . O / WEST D U WEST DRAINAGE AREA ~ ~1~ l
SED. TRAP N0. 2 NOTES:
/ / / ~ 1. TOP 1. TOP OF BERM = 607' z
~ ~ I// O ~--/-T = L ~ ~ / / 2. TOP 2. TOP OF ROCK SPILLWAY = 605' c3 SCALE 1" = 30'-0"
a / / ~ j ~O~ G / - / / ~ / / 3. BOTT cn / ~ ~ ~ / ~ ~ / / / 4. AREA 3. BOTTOM OF SPILLWAY = 604'
4. AREA AT ELEV. 604' = 10,000 SQ. ~f.
5. BOTTOM OF SED. TRAP = 602' ~
~ ~ ~Y~~~-_ TEMP.~~SED ~ ~ ~ 6. AREA w r / ~ ~ ~ ~ ~~~P 2~ ~ ' P ED
6. AREA AT ELEV. 602' = 8,064 SQ. FT.
~ ~ ` / P R 0 CAS
s'-o"
4'-0" 4'-0"
EXISTING EXISTING
~ ' / ~ / / / / GR i / ~ ~ ~ / i GRADE ` ~ °yur~
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REVISION
/ - _ D~ V R~ I 0 N D C~ 09/22/2008-Raised 3 Finish Floor Elevation.
C3 10/15/2008-Revised. East
SCALE N.T.S. L~rainageEasin.
10131/2008-Revised West
Road Alignment.
_ I / i ~
w ; ~
~ DISTUfRB,~N~E/ ~ _ _ _ - i
0 30 60 90 120 150
o _ ~Fen~ceP on~t. -I~~ / ~ - - . TEMP. 12"-~~/~SED. _ _ _ - - 30 0 ~ ~ ~ ~ ~ ~~If~PIPE 45 LF - - GR
G R A P N I C A ~ S C A~ E DATE; 06/30/2008
PROJECT Na 07-026
U) I.L. IIN bL 1 .3 DRAWN BY; GCM
(D 4 0
f- \I \ E. OUT 620' 1 "-30.0' APPROVED BY, GCM SHEET

j
~~.s~
z LIMITS OF Sgp~4o.16„ } b~ TLI'
. _ ~ STURBANCE \ E 1375.77' (TOTAL ~ ~~+~D~c~~~T~ A~T ~ ~
~ _ CONT. CE x71.81 ~ ~ 1~1~,~~J~~l~ ~~~-11~' C'~ ~ ~ N
i ~
\ \ ~ ' w ~ \ I C4 SCALE 1" = 30'-0" S S ~ a r,
~ ~ ~
~ ~ ~
~ ~ ~ wm ~ z w
~n ~ \ ~ \ ~ ~ \ DISTU ANCE ~ ~ / I
~ y ~ \ ~CONT.~~T FED ~ ~ ~ ' ` W
~ ~ ~ ` ~ d I 592 ~ ~ ~
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, 59~
W ~ `
o \ ~ I I / / U ~S ~OF ~ I
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o \ ~ ~ ~ ~ ~ ~ ~ ~ / / ~ B~GINf SIL~ FE~CE ' I
~
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o ~ BE IN SfLT FENCE
o ~ ~ ~
~
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r COIR BAFFLES
~ \ ~ - \ / ~ / ~ ~ ' / M MIN. 3
~ ~ ~ TEMP. S f ~ ~ ~ ~ T g ~ \ ~ / TRAP 3 / ~ ~ ~ ~ f
TOP FL. 600'
1 / , ~ / / ~
~ P F~ 0 P S E ~ /I ~ u~iTS od ~ ~ ~ i
~ ~ ~ ~ I ' ~ ,1~ ~ ~ / /DISTUR~'ANCE ~ ~
~r4'_©,~
m O B V~) ~ I N~~ ' ~ ~ ~ Lj ~ CONT SILT ~NCE
SED. TRAP NO. 3 NOTES:
o I ~ ~ SILT FENC ~ , ~ / / J 1. TOP OF BERM = 602,0' ,~~j
Q~ ~ \ ~ ~ ~ 2. TOP OF ROCK SPILLWAY = 600.5' ~ T ~1
3. BOTTOM OF SPILLWAY = 800' 1
4. AREA AT ELEV. 600' = 16,310 SQ. I-f,
5. BOTTOM OF TRAP = 596.0'
V1 \ 1 \ \ I ~ - ROUGH-GRADWG CONTOUR 6. AREA AT ELEV. 596.5' = 11 461 SQ. FT. 2 A
~ ~ ~ \ ~ ~ ~ topsoil ~ ~ ~ / - EXISTING CONTOUR c~ SCALE 1" = 30'-0" ~
~W \ ~ \ \ ~ stockpile y ~ * FENCE CRY SEDIMENT
N (
O \ \ \ \ ~ \ ~ area - _ J / F/ / - TEMBORARY CONSTRUCTION 4 ENTRANCE
~ \ ~ GMITS OFDISTURBANCE
77 T.D.D.TEMPOR4RY
Q \ \ \ \ / DNERSION DITCH
~ ~ \ ~ LIY-flltS Of ~ \ \ \ ~ ~ ASPHALT PAVEMENT
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a'~~ ~`0x° ~~FI r :w~ yyh"
z ~ \ ~ ~ ~x CONT.. SILT FENCE (V{ Iei A.. J),,~~ff
~ \ \ \ \ LIM1T~.OF ~
REV T $ I l~N
{}~/~2/'~008-Rased
_ ~ 1 \ \ ~ Tree Protection - - - . - - - Finish Fic~or Elevation,
} i \ ~ \ Fence Cont. ~ ~
l0/~5/2008-Revised East
o ~ ` _ _ -'TBM SET ON Drainage Basin.
W ~ 30 0 30 60 90 1~0 150
~
REBAR: 619.66'
r G RAP N I ~A~ ~ CASE
- 1 3 0.0'
a = _
c==- -
1~ATE~ 06/30/2008
PROJECT No, 07-026
/ ~ ~~.nR
V) .UKAWN 113T %,A-IVI
LLJ APPROVED BY, GCM
SHEET

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SEUVER MAIN
SED. TRAP NO. 4 NOTES.
1. TOP OF BERM = 591.5'
z ~ ~ / ~ / r LIMITS OF ~ ~ / ~ ~ ~ ~ ~ 2. TOP OF ROCK SPILLUVAY = 590'
3. BOTTOM OF SPILL~IAY = 589'
~ ~ ~ ~ ~ / ~ ~ TURBANCE
o ~ ~.~'d' ~ ~ / ~ Tre Pr ion i~~%~ i ~ 4. AREA AT ELEV. 589' = 2,430. SQ. ET.
5. BOTTOM OF SED. TRAP = 587'
, ~ int. _ - ~1
6. AREA AT ELEV. 587' = 1,117 SQ. FT.
~ x
.~~t, ~
~
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i
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~ f ,i / i ~ ' LEGEND:
491221?00$-Raised
t=- ?5~1~ i i ROUGH GR4DING CONTOUR Finish Fioor Elevation.
~ ~ / I EXISTING CONTOUR- 141151244$-Revised East
m ~ ~ ' / is Drainage Basin.
- ~ ~ ~ ENCE ~RY SEDIMENT
~ ~""J ~ ~ . I TEMPOR4RYr DONSfRUCTION _ ~ ~ ~ = ~ . ENTRANCE
U, _ ~ . _ . ' LIMITSOF-0ISTURBANCE
~ ~ . » T.D.D. TEMPORARY
~ ~ DIVERSION DITCH
o I JOSEPH D. ROGERS asPrw~r PavErnEtar
v
' P.O. BOX 840 » P.D.D.-PERMANENT W DNERSION DITCH
a ~ 05087021E
~ JOHN R. YARBOROUGH
7909 ~^!AXHAW HWY. ~o o ~o ~0 90 ~~o ~~o
0 05087021D
~ R A ~ ~ I ~ A I.__ S ~ A ~ E 461~4/244~ ~~~~~c~r 47-426

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- ~ ~3M S ON ~ I.E. IN SOUTH 602.0 ~ -
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~ T NORTH 600.5" ~ Ar s - ' • ~ JOSEPH D. ROGERS
z CREEK DISTURB o ~ - - -G - - - P.0. BOX 840 _ I I 05087021 F
137 LF TOTA s _ ~ ~ - _ , - _ _ - - _ .
JOHN R. YARBOROUGH
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W
REVISION
W 09/22/2008-Raised
Finish Floor Elevation.
10/15/2008-Revised East
m ~ Drainage Easin.
10/31/2008-Revised Jest
W I- NEW IRON Road Alignment.
~ SEf AT 30.00•
U'
~ A / ~ ~y T
O / ~
U / ~
W
m
Q
O Z
Q
m DATES 06/30/2008
W PROJECT No, 07-026
Cf) DRAWN BY CICM
W Z APPROVED BY: GCM
SHEET
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3 Z 4 ~ ~
- 4~' Z 6' ~ P \ o F. V ~ ~ ~ ~
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~ P+~P ~ ~ GRAPHICAL SCALE ~ ~ ~ DORA ~ ~9 ~ o ~
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/ ~ \~~Op~ 326.9~p, FINAL CONTOUR 326.97' ~ 1 / ~ ~ / ~ ~ / ~ /
o ~ / ~~`9'`~ \ G - - - EXISTING CONTOUR N12°47' _ ~J ;c-~ TEMPORARY SEDIMENT 381.8 N12°47'49"E / ~ / ~ / ~ ~ I ~ 1`` ~ / / / / /
381.86 ~ / /
~
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J ~ / /
a / ~ ~ F , \ / ENTRA~NCEY CONSTRUCTION J 11 I / , ~
p ~ ~ LIMITS OF DISTURBANCE / ' ~
v / > 7 T.D.D. TEMPORARY 1 / / ~
~ ~ / ~ ~ ~ ~ DIVERSION DITCH / /
~ AO ASPHALT PAVEMENT , /
/ / / ~
~ / / ~ / / / ' 7 7 P.D.D. PERMANENT i ~ / / / ~ ~ UR II ~
/ ~~O ~ ~ \ S DIVERSION DITCH ~ / / / / FILT R ABRIC / /
/ i / / / ~ - TYP. L SLOP S UNNAMED TRIBUT Y ~
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~ / / / / B LYTH E / / / / / / j
CREEK BASIN / / /
/ ~
\ ~ \ / i / / ~ / END 1~R~P
/ ~ ~ ~ ~ ~
/ / ELEV. 602 ~ / ~ / ~
i / l / / ~ ~
0 w - ~ ~ /
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~ / / FI R F G--/ ~ ~ / P. AL LOPES
~ JAMES W. BELK / N \ \ ~J / / /
0 05110060 / ~ i / ~ D im 8.2 /
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~ ~ ~ ~ ~ - ~ r~ 6.17.5' 3~ LF
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/ ~ - - f i
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~ / ~ ~ D I, -Rim ~ 1 ~ , Finish Floor Elevation.
/ ~ ~ 10/15/2008-Revised East
} i~ -`6f2~R i m 6~ ? i . e . 14.2 Drainage >3asin.
i.e. 614.8 / - 10/31/2008-RevisedVdest
- ~ / Road Alignment.
" DPE ~ _ /
o C~ SCALE 1" = 30'-0" ~ ~ ~ ~ ~ ~ / T--' / /
U \
W \ \ / / / ~UR
/ PDD 2
~ DOUBLE 48" RCP - i ~ - ~ / / / ~ ~'P ALL J ° _
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~ LE. IN SOUTH 602.0' ~ _ - - ~ ~ ~ / ~
DATES 06/30/200E
° I.E. OUT SOUTH 600.0' ~y3~~\. _ _ _ _ ~ ' DR~I~~G~ / PROJECT No; 07-026
DRAWN BYi GCM
z I.E. OUT NORTH 600.5'
FLEX II APPROVED BY1 GCM SHEET
~ CREEK DISTURBANCE FI LTE~ F~~1~-
137 LF TOTAL ~ _ . _ _ J T . ~ 4I /~C 1 4,CRES/ TYP. ALL SLOPES
E4

\ ~
~ 233.19'
o i C]ENTRA]L AFZEA
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- EXISTING CONTOUR ~ -
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3 TEMPORARY CONSTRUCTION ELEV 6OZ ~
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~ » T.D.D. TEMPORARY CURLER II W
Z DIVERSION DITCH FILTER FABRIC
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W DIVERSION DITCH
W
CURLE II D.1.8
~ FILTER FABRIC 616' RATE 615.50'
UNNAMED TRIBU ARY TYP. LL SLOPES EoP I. . 609.30'
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z 09/22/2008-Raised
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m Drainage Basin.
0 IO/3l/2008-Revised West
w Road Alignment.
z
} CURLER II CURLER II
o FILTER FABRI(' FILTER FABRIC
~ NP. ALL SLOPES 636 TYP. ALL SLOPES w
a
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0 30 0 0 3 0 6 0 9 0 12 0 1~ O DATES 06~30~2008
w PROJECT No, 07-026
U) W DRAWN BY: GCM
GR GRAPHICAL SCALE APPROVED BY. GCM SHEET
U .
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Z _ ENMRANCEY CONSTRUCTION C9 ay
w LIMITS OF DISTURBANCE SCALE L = c~O -O~~ elev. z
T.D.D. TEMPORARY I.E. 594.0' 603' ~ ~ ~
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~ 619 619.5 1 ~
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I C RAP N I CAS S CASE
~ \ \ 1 D.I. 5~ L C ~ 8 Ernv.~ll ore6ay FIURLEX BRIC / ~
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I.E. ~2 F / R ~
Z ~ ~ ~ ~ - ~ D~AI NAG ~ AR EA~ /
~ ~ ~ ~GRA E 6 6.0 / / W ~ ~ \ . FOR E~ T I
/ REVISION
~ ~ \ ~ 09/22/2008-Raised
Finish Floor Elevation.
Drainage Basin.
m ~ ~ ~ ~ ~ ~ ~ TOTAL 9.34 ORES R ~ ~ I 10/15/2008-Revised East
I 10/31/2008-Revised U~est Road Alignment.
~ /
~ /
z 1 \ \ ~ - - - - - - - ~
~ \ / DATES 06/30/2008
~ _ TBM S~~ ON ~ PROJECT Na 0'7-026
® \ DRAWN BY, GCM
LLJ f 1 APPROVED BY; GCM
-R-EBAR: 619.66
U } SHEET
C-9

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W \ { ~ i z, Lu a>»~r ra =c ssoa a.s:, ea.~~s*+c sr.~6w^x ENTRANCE \ 1 CONSTRUCTION T &`"wC.]+ ~E' uID 5!E' 7~r. ~7 E x "a u~ 7/E ~ t I
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W INTER WIRE WIRE MIN.} (MIN.} y.5>~:~,~.~~~ ~ ` 5. CONSTRUCTION SEQUENCE FOR EROSION CONTROL: a~yc 1JN. f0A 3AE
W y at? -D % 2-: , k26t , :,5:: i 6~O~i 1 :Ai t k~ -0.C53 A} OBTAIN APPROVAL OF EROSION CONTROL PLAN FROM ALL APPLICABLE GOVERNMENT AGENCIES. &Wi f :Ai7 0G~ -0.Q53
:t 7~ ! 3d~ f t 15:6' Si G.'+;Jd t~ , ~ ; l,ma am< axe ` ; t.~fii aoa~t s:sr ~Ei- ~ B} OBTAIN GRADING PERMIT FROM APPLICABLE GOVERNMENT AGENCIES. I.-~<~~,
FILTER I `07"' C} SEf UP PRECONSTRUCTION CONFERENCE ON SITE WITH INTERESTED PARTIES TO t11SCUSS EROSION CONTROL MEASURES. D} INSTALL STABIUZ£D CONSTRUCTION ENTRANCES, SILT FENCES, SEDIMENT BASINS, AND OTHER EROSION CONTROL DEVICES AS
0 o FABRIC REQUIRED BY APPROVED EROSION CONTROL PLAN. CLEAR SITE ONLY AS NECESSARY TO CONSTRUCT EROSION CONTROL DEVICES.
© 1 1 ~~r~~FO~n+ner W TYP. . ~ + E) AFTER PROPER iNSTAi.J_ATION DF EROSION CONTROL MEASURES, BEGIN CLEARING, GRUBBING, AND GRADING OF SITE.
F} GRADE SITE IN SUCH A MANNER THAT ALL RUNOFF FROM DISTURBED_AREAS WILL BE ROUTED TWROUGH THE SEDIMENT BASIN.
U W INSTALL CURB AND GUTTER AND STfE DRAINAGE SYSTEM AS SOON AS POSSIBLE,
U ` O ~U ~ y ~ W G} CONSTRUCT REMAINING EROSION CONTROL DEVICES INDICATED ON THE APPROVED EROSION CONTROL PLAN AS CONSTRUCTION
c~ ~ ~ W ~ OMPACTED FILL OR r _ I m C PROGRESS PERMITS. - - H) DILIGENTLY AND CONTINUOUSLY MAINTAIN AND REPAIR ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION,
CL p I ~m ~ JQ Q STORED SOILS I) REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES AFTER SITE IS COMPLETELY STA$ILIZED AND AS
I L~ L~. APPROVED BY THE ENGINEER.
~ NGTE: I~YLO~PLAST CATC. ~
EXISTING BASINS T~ ~ $ QR ~ ~ Q.L~ 6. SILT FENCE AND FILTER FABRIC NOTES:
~ SUBGRADE ~ A} FILTER FABRIC SHALL $E A MINIMUM OF 32" IN WIDTH AND SHALL WAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY
GRATES ARE ACCERTABL SPACING.FILTER FABRIC SHALL BE MIRAFI 100 FABRIC OR APPROVED E4UAL.
W PACTED COM B) WOVEN FILTER FABRIC SHALL BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN THIRTY (30j
~ ~ COMPACTED ~ ~ ~ i FlLL _ _ CALENDAR DAYS.
I FILL . " r C} STEEL POSTS SHALL BE 5'-fl" IN HEIGHT AND SHALL BE OF THE SELF FASTENER STEEL ANGLE TYPE.
D} COMPACTED FILL SHALL BE USED TO BURY SKIRT WHEN SILT FENCE IS USED ADJACENT TO A CHANNEL, CREEK, OR POND, E) TURN SILT FENCE UP SLOPE AT ENDS.
Fj FABRIC USED WTTH WIRE MESH MAY USE 8"-O" CENTERED POSTS.
G) FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
H) IF THE FABRIC SHOULD DECOMPOSE OR BECOME INEFFECTIVE PRIOR Tfl TH£ END OF THE EXPECTED USABLE LIFE AND THE
BARRIER 15 STILL NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY.
J I) SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. DEPOSITS MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE REQUIRED GRADE, PREPARED, AND SEEDED.
3 7. SEEDBED PREPARATION NOTES:
A} SURFACE WATER CONTROL MEASURES SHALL BE INSTALLED ACCORDING TO APPROVED PLAN. w ~~'c
~ C 10 B) AREAS TO BE SEEDED SHALL BE BE RIPPED AND SPREAD WITH WITH AVAILABLE TOPSAIL MINIMUM OF THREE (3j INCHES ~^~~,f ~ ~
SCALE 3 4 1 -0 DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE SIX 6 INCHES DEEP. I~~
C} LOUSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SUCH THAT TWEY WELL NOT INTERFERE WITH 1~
W ESTABLISHMENT AND MAINTENANCE OF VEGETATION. FINAL SURFACE FOR SEEDBED PREPARATION , AT FINISH GRADES SHOWN, SHALL BE ~~"ul ,r ~ . ~ , . REASONABLY SMOOTH AND UNIFORM. ~ ~ r s
W D IF NO SOIL TESTS ARE TAKEN FOR THE SITE, FERTILIZER AND LIME APPLJCATION SHALL BE IN ACCORDANCE WITH SEEDING ~ ~V
~ FILL SPECIFICATIONS IN FOLLOWING NOTES. iN ADDITEON, PROVIDE 15 POUNDS PER 1000 SQUARE FEEL OF SUPERPHOSPHATE.: ~~~~~I~
SLOPE z E} IF SOIL TESTS ARE TAKEN FQR SITE, PRQVIDE LIME AND FERTILIZER A5 RECOMMENDED FRAM SOILS TESTS.
Fj LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION.
t 2 -0 ~ 2 -0 8. SEEDING SPECIFICATIONS: REV~SIt7N
~ MINIMUM A) 3 TO 1 SLOPES OR FLATTER; 0922/20®~"~81SOC~ 1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 POUNDS PER 1000 SQUARE FEET (4000 POUNDS PER ACRE}. Finish ~)OOI' Ievrati0ll,
MINIMUM 2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 POUNDS PER 1000 SQUARE FEET {500 POUNDS PER ACRE). ~{}~J,~f20Q$-~gVtS£Ci E~Sfi
m 3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPE.JCATION RATES. j}~,131i1~C [3aSin.
< DATE TYPE PLANTING RATE
o , W io Z COMPACTED AUGUST 15-NOVEMBER 1 TALL FESCUE 300 PQUNDS PER ACRE OR SEVEN (7j POUNDS PER 1000 54UARE FEET
I BERM NOVEMBER 1-MARCH 1 TALL FESCUE AND 300 POUNDS PER ACRE OR SEVEN (7} POUNDS PER 1000 SQUARE FEET'
Z ~ 1. BOUNDARY SURVEY AND TQPOGRAPH#C DATA PROV#OED SY GENERAL CONTRACTOR OR A5 NOTED ON SHEET SP-1. ~ EXISTING . ABRUZZI RYE 25 POUNDS PER ACRE OR 1/2 PQUNDS PER 1000 54UARE FEET MARCH 1--APRIL 15 TALL FESCUE 300 PQUNDS PER ACRE OR SEVEN (7} POUNDS PER 1000 54UARE FEET
UBGRADE 2. RIPRAP NOTES: ~ S JM DIMENSIONS APRIL 15-JULY 30 HULLED COMMON 30 POUNDS PER ACRE OR ONE (1) POUNDS PER 1000 54UARE FEET
A) RIPRAP SHALL CONFORM TO STATE DOT STANDARDS.::LENGTH. AND WIDTH OF REPRAP'STABIL#ZAT#ON ARE MINIMUM DIMENS#ONS EXISTING p„ ~ AND SCHEMATIC (N NATURE. ACTUAL ARRANGEh9ENT OF R#PRAP S#1ALL BE CONSISTENT W#TH THE PLANS. BERMUDAGRASS
~ SUBGRADE A ILIZED CONSTRUCTION` ENTRANCE NOTES: p Z 3 ST B JULY 15-AUGUST 15 TALL FESCUE AND 300 POUNDS PER ACRE OR SEVEN (7j POUNDS PER 100Q SQUARE FEEL
~ I ED'ENTRANGE`PAD OF: WASHED STONE:OR ;RAIL ROAD'BALLAST SHALL. BE LOCATED: WHERE TRAFF#C WILL ENTER ~ A} A STABIUZ WILL ENTER BROWNTOP MULLET 35 POUNDS PER ACRE OR 3/4 POUNDS PER 1000 54UARE FEET
OR LEAVE CONSTRUCTION SITE ONTO A PUBLIC STREET; LIJ RANC£. MULCH WITH STRAW APPLIED AT THE RATE OF 75 TO 100 POUNDS PER 1000 SQUARE FEET.
C~ B F#LTER FABR#C OR COMPACTEp-CRUSHER RUN STONE;.MAY BE USED AS A BASE„FOR.THE"CONSTRUCTION ENTRANCE. ENT ONTQ B} SLOPES GREATER THAN 3 TO 1 2 TO 1 SLOPES:
~ C THE ENTRANCE SHALL BE MAINTA#NED 1N A CONDITION 1~H#CH W#LL PREVENT TRACK#N,G OR FLOW#NG OF SED#MENT ONTO dE ~ 1. APPLY AGRICULTURAL LIME AT THE RATE 4F 90 POUNDS PER 1000 54UARE FEET.
PUBLIC STREETS OR: EX#STING PAVEMENT. THIS:.::MAY REQUIRE PERIODIC.TOP nRESSING-.WITH ADDITIONAL STONE A5 U? CONDITIONS WARRANT. AND R£PA#R OR CLEANOUT OF ':ANY MEASURES '.USED TO TRAP SED#MENT. C:T 2. APPLY 10--10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 POUNDS PER 1000 SQUARE FEET,
~ > _ OR TRACKED ONTO PUBLIC: STREETS MUST BE REMOVED IMMED#ATELY. 2 ~ ~ -Q ~ D) ANY SEDIMENT SPILLED, DROPPED, WASHED,. e H N APPROPRIATE .WHEELS MUST BE CLEANED'TO REMOVE SEQ(MENT PRIOR TO` ENTERING A PUBLIC STREET. WHEN WASH#N ''ELY. 3. SEED IN ACCORDANCf WETH THE FOLLOWING SCHEDULE AND APPLICATEON RATES.
~ E}WE , . WHEN WASHING IS DATE TYPE. PLANTING RATE
REQU#RED, IT SHALL BE DONE IN AN `AREA: STABILIZED Wf#'H CRUSHED STONE WH#CH DRA#NS #NTO AN APPROVED SEDIMENT MIN. c~ )VED SEDIMENT BASIN. MARCH 1- JUNE 1 5ERICEA LESPEDEZA 50 POUNDS PER ACRE OR 1-1/2 POUNDS PER 1000 54UARE FEET
F SOIL STABILIZATION FABRIC SHALL BE ` M#RAFI 500 OR APPROVED `EQUAL. D ) (SCARIFIED} AND
4. CURB & GUTTER, PAVING, AND S#DEwALKS NOTES: MARCH 1- APRIL 1 ADD TALL FESCUE OR 150 PQUNDS PER ACRE OR 3-i/2 POUNDS PER 1000 54UARE FEET UATE~ O~/3OI2OO8 ONSTRUGTION TRAFFIC. MARCH 1- JUNE 1 ADD WEEPING LOVEGRASS 5 POUNDS PER ACRE DR 1/8 POUNDS PER 1000 SQUARE FEET PRCIJEET NCI {}~-OZ~
W A INSTALL NEW B#TUMINOUS PAVING AS 1ATE AS POSSIBI:E'.DUR#NG CONSTRUCTION TO M#NIMIZE EXPOSURE TO CONSTRUCTION TI )
Uj JUNE 1-SEPTEMBER 1 TALL FESCUE AND 50 POUNDS PER ACRE OR 1-1/2 POUNDS PER 1UUU SQUAHt rttt DRAWN BYt (sum
-~TEMP 8} ALL DIMENSIONS AND RADII SHOWN ARE TO BACK OF CONCRETE CURB.. (--4 ORARY DIVERSION DITCH C SAW CUT AND REMOVE EXISTING CURB AND GUTTER AS REQUIRED. FOR NEW ENTRANCE DRIVES. SECURE PERMITS AND INSTAL = HITS AND INSTALL NEW DRIVES BROWNTOP MULLET 35 POUNDS PER ACRE OR 7/8 POUNDS PER 1000 SQUARE FEET GCM
IN ACCORDANCE WITH APPLICABLE CITY/COUNTY/STATE ;REQUIREMENTS AND SPECIFICATIONS. SEPTEMBER 1-MARCH 1 SERICEA LESPEDEZA 70 POUNDS PER ACRE OR 1-3/4 POUNDS PER 1000 SQUARE FEET APPROVED BY,
ALL SIDEWALKS TO.. CLASS "BA TOLERANCE: , „ D) BROOM FINISH (UNHULLED-UNSCARIFIED) SHEET 3ETE. TALL FESCUE 150 POUNDS PER ACRE OR 3-1/2 POUNDS PER 1000 SQUARE FEET
~SCAL73/4-= E) POLYETHYLENE VAPOR BARRIER MAY BE OM[TTED IF :SUBGRADE IS DAMPENED PRIOR TO PLACEMENT OF CONCRETE. CONTROL JOINTS AT UNIFORM INTERVALS NOT EXCEEDING 5'-0". 4. MULCH WITH 3" STRAW APPLIED AT THE RATE OF 50 TO 90 POUNDS PER 1000 SQUARE FEET AND ANCHOR WITH
F) LOCATE SIDEWALK G) LOCATE EXPANSION JOINTS BETWEEN ENDS, INTERSECTIONS, AND AT UNIFORM INTERVALS NOT EXCEEDING 30'-0". ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14 TO 28 GALLONS PER 1000 SQUARE FEET OR 800 TO
H) SLOPE SIDEWALKS TO DRAIN WITHOUT PONDING WATER. 1200 GALLONS PER ACRE.

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- ~ . . - ~ 1 .p tUY i ~ i I some Mannir~ Factor= OA13 €or all pipes C Faaar (Ccefhaent of RunoftJ = Q90 for overall site
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f I j i I- t ~ ~ ~ Drainage rainage Sum of Pipe Slae Pips Materi~ Pipe Length Ini& Elev. Rim Elev. Time d Concersration Irkensity pisaflarge Slope Ful(Flow Ramarks ~ Structure Area OrainageAreas {LF) {Ft.3 (F#.) Inlet Design ([n.perHrnar)O104CFS){Ft.tF#.J Capaaty
s ( ~ ~ iAares) {Cum. Acres) Time Time tCFS)
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15.00 DIP 33.00 O.OD61 5.04 Okay O,I.2 O.ti 0.6$ 614.80 617.00 5.00 5.06 7.26 4.48 w~
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':1 ~~3 ~'I ~ 15.t~1 HDPE 38.00 0.0079 5,75 Okay
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LC. 0,1.60 A.05 0.05 615,50 618.00 5.00 5.06 7.26 0.27
8.00 PVC 11.00 0.2545 6.11 Okay
R f r C - _ 1.~.~~~,~ _ ,,,w,~~_ 0,1.6 OA4 t27 61270 818.20 5.00 5.l~ 7.26 6.97
O.I.6C 0.07 0.07 615.50 fi18 OD 5.00 5.00 7.26 0.38 8.00 PVC 15.06 O,D#33 1.40 Okay
W D.I.6S O.D7 0,14 615.30 618,00 S,OD 5.OD 7.26 0.77 8.00 PVC 56,00 0.4689 1.14 Okay
~J W PtiQ?IS; I O.L 6A 6.05 0.19 614.80 618.00 5.00 ` 5,00 7.28 1.04 15.00 HDPE 55.00 0.0382 12.65 Okay
F-- ~~E EflhCREia : 3V4~ Psi 0.1.6 6,00 1.46 612.70 618.20 5,00 560 7.26 8.02
~ ~ titt S'1~~J:dE ~ N.C G.~J.~ ,t~7. ~i 15.00 HDPE 142.00 4A155 8.05 Okay p.l.7 fl.25 1.T1 fi10.50 615.50 5.~ 5.00 7.26 9.39
0.1.76 0.10 6.10 615.50 618.00 5.1~ 5.00 7.26 0.55
i G;,~P ifJ 6" - i2" ! !kT 8.W PVC 31.00 OA182 1.63 Okay
- ~ D1.7A 0,~ 4.19 815.30 618.00 S,tNJ 5.60 7.26 1.04 t2.60 HDPE 65.04 4.0738 9.70 Okay
E„ ~ i W STA,i~4CnR~ DE i Ai. i ~,,,,.a,,; f D.L 7 0.60 1.90 610,50 615.50 5.00 5A0 7.26 10.43 18.00 HDPE 119.66 4.0141 10.57 Okay
~ ~ !)Nl^f~l £~'+NTY Pi1fiE1E ,;iF~i1~5 C°~~,Rth,a1T f~~ ~ i 0.1.8 0.13 2.63 6.34 615.50 5.00 5.00 7.26 11.14 18.06 HDPE 72.00 4A125 11,77 Okay
!'N'~uN i:'31;4I't•l, i+. C. ~ , 3 h ~;1 i I I L~ ~ ~ _ 91-tf-;f6 1 1 0,3.9 0.25 2,28 608.40 818.00 5.00 8,04 7.26 12.52
f ' W 1 _ _ _ J O.I.9A 6.12 6.12 615,50 fit8.54 5.04 5.00 7.26 4.66
I~ . _ _ I BAp PVC 119.40 6.f~i9? ?.96 Okay 0.1.9 4.DD 2.40 6~.4D 618.00 5.00 5.00 7.26 13.18
' 24.00 HDPE 95.00 _ 6.042 14.71 Okay _ .
~ 4. 0.110 0.26 2.B6 608.00 818.00 5.(kT 5.OA 7,26 14.60
Ot. t0A 0.08 0.08 612,56 61550 5.06 5.00 7.26 0.44 6.6738 3.29 Okay
8.00 PVC 61.60 O.f.10 6.06 2.74 608,06 616A0 5fl0 500 ?,26 15.04
t91Ml;h93i~ E1v'£~ is 3e" D.E.106 0,12 0.12 6t550 618.50 5.00 5.00 7.26 0,66
8,110 PVC 119,00 0,06311 3.04 Okay
' { iPLF€'~i1 I ~ ~'-3"PVC £~R 12 1 ,~.u!'r°„1£1.11 D.I. t0 0.00. 2,68 808.40 618.06 S,OD 5,00 7.26 15.70 24.04 HOPE 70.130 6.0157 17.13 Okay
1 I ,,.~,tE BAEdF.~~ ~ a 0,1.11 0,06 2.92 507.60 616.06 5,00 5A0 7.26 1603 >>n" 24,40 HDPE 46.00 D.~66 18.30 O(~y p y~s3~dc ~y
,J 0.1.12 OA2 2.84 607.E 6t6.~ 5.60 5.04 7.26 16.14 w r ~r~~ ~Q s~
. ~ 'yiary~ ~ ~ y ~ - ~ , OJ, 126 4.#6 0.10 615.50 618.40 5.06 5.OD 7.26 0.55 vy~ ,3.~a 3 8.00 PVC 11,06 0.0182 1.63 okay ~ 4"~
D.1.12A 0.10 0.20 615.311 618.00 5.04 5.00 7.26 1.16 ~ 1;~~,
~~7R PVt U5E 5D~ 3~ FU!2 `s6 rT. UR x£55. U5u Sft~ 26 F~r",10 fi, GP h4~R£. $.00 PVC 11,00 0.7273 10,32 Okay ~ a ~ D.1.12 0.00 3.14 607,36 616.40 5.00 5A0 7.26 17,24 `h: ~ ~s~.~,
E''di'Jer ~-s, rypa,. r,;; S~AtlC~>;F,4~£T~~ ~ ~~iv~ u3i.1( v.n,,~btP,ARi`~ 24.00 HDPE 76~ D.Di67 29.26 Okay ~K~ ~ FES 13 0.20 3.34 606.00 fi~.00 5.00 5,00 7,26 18,34 ¢ ^
U5' SHE E - IF iJ~1Ct1? FT. +Jt£P i ~ OR ~V£R i9 ~-T. ~E£P. r LLiGCJ ['31~~1Y, e.E~ b ~ 11 `2R h4!!h'G;r ySyv i ° ~A
~L~iSS C ~ ~ ;I ~i.s ~ ~ r',~.h= v ~ ~ AY in~a
-W ,W 5outhaaztComerof IdingDninage5ystem 1; ~ ,4~ti4ry~ r ~
2 6'E D.€, 1 Q06 D.O6 616,50 618,60 5.00 500 1.26 0.33 ~ ~ ~ ~ .
t,~ 8.06 PVC 15.00 4.0133 146 Okay °
I _ T 14~;P !11 W~ I ~ 6 -'2+' lli=i5 SE D.i, 2 4.46 0.12 615.30 618.00 S.~J 5.00 7,26 0.~ 8,00 PVC 56.00 0.0089 1.15 Okay
W i SE O.i. 3 QD5 0.17 fi14.80 618,00 S.OD 5.00 7.26 0.93 ~~V 1 S ~ a
nh^I i I -T' P4~C^~p;~C~ SE0.1.3A 0.06 4.66 8.06 PVC 11.60 615.50 616.E 5.40 5.00 7.26 0.33 0,0636 3.46 Okay ~~it~$J~Q~~~y_~V1S~u ~'a$t
E~~;?T1~ SE 0.1.3 0.60 0.23 614.80 618.E 5.04 5.60 7.26 1.?6 Dl'a111~~~ ~a$111.
8.60 PVC 48.00 0.1833 5,19 Okay SE FES 3 0.62 625 x.00 616,00 5.00 5.OD 7.26 1,37
m ~ ~ I SE D.1, 5 4.06 6.30 611.00 616.00 5.00 5.06 7.26 1.65
I ! I W y~_~,+ , ED.1.58 0.10 0.10 615.5A 618,00 5.~ 5.06 7.26 0.55
8.~ PVC 13.E 0.0273 26.41 Okey
D.€. 5A 010 0.20 615.20 618.00 500 5.00 7.26 1.10 8.W PVC 48.E 4.0875 7453 Okay
L.7 5E D.l. 5 O.DD 0.50 611,QU 61600 5.00 5.00 7.28 2.75 6.~ PVC 12,00 0.0833 95.81 Okay
- - ~ pp~~tt~~ pp t~ ryry[[ ) y~y{{ ~IZ.11~1H~:. ~t +'t~. ff { 1y Ii - U~IYI?d~.~U~Ii~~P1~G~.I~:rti ~~~J VCS+~~rl+il'39~ _ j 1>~1~~ 1 t 7] SEFES6 0.~ 0.00 610.46 610.00 5,00 5.~ 7.26 0.00
i ns f,,.~ -.+i fj ''S1) 'r i ~ rte} ~ L~i~iv :G~Ji'1iY V.E. ~ i"~ ~f1f~1 ~ I I~ ~ J L~ ~ 'i'e~ ~ £ 1..1 I
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~AT~1 06~30~2008
PROJECT No, 47-Q?6
W
U) DRAWN BY+ GCM
W APPROVED BY- GCM
S h- STET
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~ rm iuutae s~all ~ ' S01~ ~OMPA~TIQf~: ~
at.at~n ~ vrmNr ~
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~ DIMENSIONS MAX. STONE WT. RANGE OF 1. S01 CL LOCATION PIPE SIZE APRON 1. SOILS LOCATED UNDER PROPOSED BUILDING SLABS SHALL ~ ~ BE COMPACTED TQ MINIMUM 1009 STANDARD PROCTOR. TESTING ~ ~ ca
MIN. SIZE & WEIGHT 75% OF STONES BE ~ SHE SHALL BE PROVIDED MINIMUM 2040 SQ. FT. QF FLOOR AREA. U ~ ~
W ~ 2. SO 2. SOILS LOCATED UNDER PROPOSED ASPHALT PAVING AREAS SHALL ~ ~ ~ ~
I- . AT PIPES 42 DlA. 800-2700 CBS. BE t~rxs rH~+ CREEK 2-48 RCP 20 W BE COMPACTED TO MINIMUM 959 STANDARD PROCTOR. TESTING ~ ~ w
0' ~ CROSSING 40' DEEP FROM END 5000 LBS. SHE SHALL BE PROVIDED MINIMUM 2000 SQ. FT. OF PAVEMENT AREA. ~ ~ ~
VARIES, 57" MI '-S" OF PIPE 3, $O 3. SOILS LOCATED IN UTILITY TRENCH AREAS SHALL BE COMPACTED TO ~ ~
s~'u~a~ 48' WIDE AT NORTH END MIN MINIMUM 959 STANDARD PROCTOR. TESTING ~ ~ SHALL BE PROVIDED MINIMUM 200 LINEAR FETT OF TRENCH. W M
a ' • 4. OF APRON SHO + r - , "'A; +GRA01fE .qtr : {
W 8 • ' •d ' ; • d , , ; 6 -0 DEPTH OF APRON ~ 4. SO r i ,.s, . ' s~'....'.1~,4 :"fi ' rtr*~~M1-~"SglMyns.~.ew^: 4. SOILS LOCATED IN PROP05Efl STORMWATER POND AREAS SHALL BE COMPACTEfl TO MINIMUM 959 STANDARD PROCTOR. TESTING
SHALL BE PROVIDED MINIMUM 2000 SQ. FT. OF POND AREA.
W - - - EAST 18" RCp 4'-6" W. AT PIPE 32 DlA. 800-2700 LBS.
Ii-I i I-I i I-I i I-I i I--~'•i i I---i i I-I ! I--I 11---i i I- - - - ~ 2700 LBS, - - BASIN 12 DEEP FROM END W = ' ~ ' OUTFACE OF PIPE
_ _ ry
h- M(?NDLITHIC CURB` - - - 13'-6" WIDE AT NORTH END rr, rr, rr ~5'c~SS~~?,""~'Bdl~ i2" stirs. of ~"trir.~ or :`at t!<esh43stntte .s..,
Of APRON I- ~ SIDEWALK DETAIL ~ 2 -3 DEPTH OF APRON ty~y ~J`y~"~;•,;1; ~5 :~lT y~~y...~".r"riti;y_____•__---~,,~'---
4
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t ~%1. +~~'i -w „w r fY ~ty~yly ~~~W1 Try
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p
C,7 1/2" RADIUS '-6
3 RADIUS r f 6' RADIUS
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q.` d . ; ~t__».. "J' 1nSCL 9~w~ t`~,~C~~ i,9:~5S ~7?auty
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STANDARD 2'-•0 CURB AND GUTTER il>~ursX
+ °ebrit
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W Q CURB AND GUTTER pigure 6.60a i'fan view and cross-secffan vieev of s femperary setlimers't trap.
f1
SCALEIV.T.S <r L'
~ „,c ~,.,t; . 4 Stanc t, K cia+rin~ and excavation at the tV?'40T,r.or ,m~: ¢ :;x'~.,•,~~''-,'.' ~ ~.Ot35~'ESC~I~ ~»P and excavation ui'the a'ltoam bangs , nd'~'d ant? apt+roacJ,
, . ~~r r~CStsed S'ron2 ' - ~ .'ry,,, sections W a mirtimcm. unr. i4- uooe mwt g hcrdu;are cloth
~l1FNERAL NQTES: ` a r ~ fi % ? Di+~tr! alt setH'ace.vatar frnm tke con, ~ s_ .~~k ~ btu ce.vatarfrnmt5cconsrrnctionsiteontow,slb;futix~darszc - - t~~ashapeningsj
8£ RE UIRED c• "`A , ~ ad}'uinin_ tfiz5tt~m. ....I ° DEEP wITN 1 8' RADII SttAt.L Q ~ . ,r~=, • , t. A GROOVE JOINT 1 ~ ~,s'utwc m riiti angles is the strettn duty. ~ j -
. • • ACS. ONE 1 2' •e.;. ~ : a Kt,~Tt str~tn ct~sittwc m silts angles : IN THE CONCRETE SIDEWALK AT 5 INTERN f ' • • BE RE UIRED AT 'INTERVALS NOT TO N-JOINT wN.i. O • , J ~ EXPANSIO 92. ~v r,~ rt>x(us nvilh lhetcnt~r littcaftitr crassifie for a rtinin,nn, t
EXCEED r AND IdATCHING EXPANSION/GONSTRUC110N JOINT IN ~ ~ •L :Zii~ nzd apProae(us uiih tkcaxtse • . ' • . ~ ~x-.v~ dtatance ai?4 feet. arse ondgt sbtttme • r : » ADJACENT CURB: A SEALED 1 2 EXPAN~ON JOINT WILL BE r raise bru;gt abtumonts at>fi uitven fitia s ntinlmu:n nit 3'
E THE SIDEWALK JOINS ANY RIGID STRUCTURE. ' toat above the adjoinin; agpr~trk ~eetit )J„ I 4 ~ , 4:. REQUIRED wHER ~ > • r" " ' : ; nraotTand to ailoty flood flours to Trans an Dining agpratrl, sections to pra:`ent emsian fre,nf a'uriaG: t*iCDCtT ~ or #57 flood flows to pasaround thes9tuCtun:, washed s•tana
, . 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE fi THICK. . sr.~i x ; W .y~.s 5. Statni;~c al£ disturbed areas ~vbjtct btut'bcd arms wbjttt to $rnaing ;+~aiCr ittatustins ph,nneti ~ ~ exr;ti~ '~k~ "m '
j, •'q• .,A.. ` ~ ~ trvciiou' with rpm ar attics ~tital Li,. ; , , ; { 3. WIDTH OF NEW SIDEtALK ON ALL STREETS SHALL BE A MINIMUM OF 5'. t ,t L. •a .c:z .h rpnri or ati:er stfitabk meufs ii dcai~m :cl:reity s:rsecds c-~~" y r.~^x~~s~ iD" -
. ' ' + ' thcal3mv,~k (or the in~l`ce soil Table 4, SIDEWALK TQ BE POURED TQ END QF RADIUS AT INTERSf : uin~f~ccsoi}(Tzbic8.4aAn~rrrCrt+',tJii. `:•'~~.~a~':r4.:•z..~.,'~;.>°y+;~~;y~,~;"'a-K.~~"~
~ ~ :.s; ~ „ ~ & Cns~stc that bytes dxvtnrts nctxssc s " ¢ ~ stabtc befog divnttmC tkc sttettm. iJp c>xvtnets nt`~cry to detvata dtc cra.~w•iy; a'ite arc ~ ~ w Ltii4c LitC Stt~tnt. L}pa4 COmptett0il D}' dk: L'Yailtig. tllt, Z'
r~t :i ~ a't t1i•~ ih: b sa55 Chatarc Q 5. CONCRETE CQMPRESSIVE. STRENGTH :SHALL BE 3fi00 PSI. IN. 2$ DAYS, t ~ ~ ~ ~ ~ wmp ~ . xtd stab y, t'r~ the bype6s chattrrct apprt+prbtte}y. °
UC 0 ~a "r. Rc:novctcntpnrx;'strcamerc.~sing; W GROOVE JOINT IN SIDEWALK TI N THE GorrrRAGTaR shall eE RESaQN5ieLE ~ ~ I.... 6. IN NEW DRNE C4NSTR ~,f : r , arx;~ scream Ct,;.~sittg; hnmed't~LCt; when tlu^,r arc na 3tnag,~r
COMPACTING SUBGRADE, AND REPLACING ~ r ~t nca9cd. 12~•taiti the strtsttt rk~tscl to it ~ DIUS FQR REMOVING EXISTING SIDEWALK, IE • he sirdm channaf to i!5 ormsnai cm>s"sec.^iun, and .mm>ih :tab4lix:t sit disK,.•rbcd as~LS. NC.t3c~1"?~ ar #57 of ~erad
1 RA and apRro#~riafc€y ~nabili'te ait disKr«•rbcd t W /a WITH THE.APPROPRV+TE THICKNESS. - 5. Ano• is s:r..~n ~imerct +rtmtra n s~imertt +r,mtra mrssv'C+ mast be r:.ru:va3 ulx,a washed sYane wcf'ar
9. ALL NEW SIDEWALK SHALL MEET OR EXCEED ADA REGUtATI0N5. ' s63hilrratiun ei the aitK. any. ~ 1~.~
z^~ r ~,,-~~4,
. Strzcn , 'r• s. ' Iw~'~'.,';;
° :a,':.,' 1/2~ EXPANSIQN JOINT i.SEAI TO MAKE WATERTIGHT] • e.
W • Jnsj ~x
`,c. u r1e51tddsiore, '.e D~ Figure &.51a Hardware cloth and gr2ve# inief pr+7tedan
~U" '.:.~,++~:.".:ar'..'~.Y~''^.~.Ttt"'. y." .S^ ter 5;•crfi:
JOINT FILLER it J ,M i, ~ .1' •1 UTTER ~ ~ PROPQSED CURB Se G COl1$~Ct,!C~fiOl1 Uniiarfniy gratin a sha#taw deprussinn;tpproaehing rho ifriet.
N f 8 a.;~.~ ~ ~ . ~pOCi~uc~t30i1S fJrivc ~-itant st~~l post;; 2 left into the arourJ sita•rt,ttndin; the in1LL.
~~•'~y TRANSVERSE EXPANSION PRQPOSED 4 GQNCRETf SIDEWALK ' ! - , Spaca (x~:as evert#y arms;tr9 th>: peri,rs:Leroi'tit4 inlet. n masimtfm ut""'~ fcef
ti.J 's' C., z . JOINT IN SIDEWALK DETAILS SHOWING EXPANSION JOINTS diame:Yro9gifleariz° ~ `t :,para.
0.~l'a;3te"1er t$ $t'2L1Er ~ , ~.e ~ ~i4Cr Clo2k 3, 5uant!ntt the pasty ~ ith tv;rL rnevfi Ittfrdt,~are aiuth, 5ectfr% the e.~ire me".h €n the steel posts at the lop. fniddl+:, and itntttsnt. piacin~, s'-}itui 19ap
IN CONCRETE SIDEWALK ` . d ta! the udre mes3t untter Cite ~':tvel lis}• asnchnrin`.; is rttiontatenler}.
Z place cEu:ut ~~ravr€ (.?vC Dt~"f ar 3.=~7 stnnc} ten a?:! slzipc ta•iih
~ CQNCRETE SIDEWALKS try 6.70b 7Qrcrvorarv culvert backs tvitA stone. #tei~alti of 1~f++neh~s arc;tnttf the tv~ir4.:.'nci smtu3Eh io a>s re~cn mristlc.
~ SCALE N.T.S. i ~neG the co~ribtL}ink <lrai~ge nrea ha, horn stttbiiited. refnuve
O arcttmutateti sediment. ant! cstyt3[isb fina# ~4ratling clevxttiu,ts.
J ~~'"~a~~5.~py~ ~ H. Cnmpact ;he aroma prnpar?y arxi st,fUiliixt! it wish ~•oundcovef: ~°f 4cs~k° n`~ ~tf `s~ ~3~,p
W ftk ~M~h~MS~'~'v' w~
~ajtl~@fl~t1C~? l,tspect italet, ;ft I.asE svecA!? arad alley each sl_~ni(1tLltt inch nr w,r¢atef-} ~~a~
COMPACTION RE UIREMENTS: COMPACTION REQUIREMENTS: SHALL r,inl;tii crept, f'I n r the fresh +vir4 :,I an;~ ~le~iris cs ati~~r objcets to itr„aide ~ t~<~~ f ~ . vt s~ sut+:qu:.~tr tlsn+~ far sub4egtfart rains, Take rare Lxyt x, ti tma ~c ur unuerrtf~ thr ~ , ~
~ THE SUBGRADE IN PAVED AREAS - THE SUBGRADE !N PAVED AREAS SHALL - WITH A LOADED 4 y tiuur,ttc.h Juri,tg; sediment rcrrtwa{. Rep)ac*r sttutc ,fs fttutrJ: ~ at ~
~ BE PROOF ROLLED A 92% MAX. SPEC. GRAVITY AASHTO T20 ( BE PROOF-ROLLED WITH A LOADED (A) 92% MAX. SPEC. GRAVITY (AASHTO T2Q9) DUMP TRUCK OR SIMILAR PNEUMATIC Aspkfaltwearnig: tt {AA5HT0 T209) ; ~ ~ f 5 r~
DUMP TRUCK OR SIMILAR PNEUMATIC altWearng ti tA) " SF9:5A t3'_ g Z. TIRED VEHICLE WITH A LOADED WEIGHT Course-(TYFe ) B 92% MAX. SPEC. GRAVITY {AASHTO T20' {AASHTO T209) ~ ~ ~ ~ Ns " f~...a fli`Y
A LOADED WEIGHT Course T e 5F 9;5A). ( ) W 1TRED VEHICLE WITH { yp (B) 92% MAX. SPEC. GRAVITY (AASHTO T2O9} OF AT LEAST 20 TONS. ANY IDENTIFIED W OF AT LEAST 20 TONS. ANY IDENTIFIED r+t` ~i . ~p ~d~,.
UNSTABLE AREAS SHALL BE REPAIRED. ~ HALO BE REPAIRED. (C} 100% MAX. DRY DENSITY (AASHTO T99} UNSTABLE AREAS S {C} 100% MAX. DRY DENSITY (AASHTO T99) AASHTO T99) COMPACTION REQUIREMENTS; •fi, ' THE SUBGRADE IN PAVED AREAS SHALL ~P~
' • ' ~ • AREAS THAT RUT OR PUMP SHALL BE BE PROOF--ROLLED WITH A LOADED ~ A 929 MAX. SPEC. GRAVITY AASHTO T209)
~ AT RUT OR PUMP SHALL BE ~ ~ ~ • (D) 100% MAX. DRY DENSITY (AASHTO T99} .e ( ) AREAS TH + : ~ D 100% MAX. DRY DENSITY AASHTO T99 UNDERCUT TO STABLE SOILS OR AN ,AASHTO T99) DUMP TRUCK OR SIMILAR PNEUMATIC (
UNDERCUT TO STABLE SOILS • : UATION MADE BY THE DEVELOPER'S . • ` ~ ~ • . TIRED VEHICLE WITH A LOADED WEIGHT {A) Course (Type SF 9 5A) ~t9 REV I S I bN
E DEVELOPERS t EVAL W EVALUATION MADE BY TH ENGINEER OR QUALIFIED GEOTECHNICRL Asphaltlntermediate tt Z ENGINEER OR QUALIFIED GEOTECHNICAL As haltintermetiiate ' tt {B) ROADBED BELOW (D) SHALL BE OF AT LEAST 20 TONS. ANY IDENTIFIED (C) 1009 MAX. DRY DENSITY (AA5HTO T99) ~9I22~~00$-R~iSed E UNSTABLE AREAS SHALL BE REPAIRED.
p ~.~(j ROADBED BELOW (D) SHALL BE FIRM TO DETERMINE 1F SOME OTHER Course(Tyge119.OB) ; PROOF-ROLLED AND UNSTABLE FIRM TO DETERMINE IF SOME OTHER Caurse(Typell9.OB) . I I ATIQN (D) 1x09 MAX. DRY DENSITY {AASHTO T99) Finish F1por IevatiCn.
PROOF-ROLLED AND UNSTABLE METHOD QF SUBGRADE STAB C Z 4 • • * , , . • AREAS REMOVED. ROADWAY METHOD OF SUBGRADE STABILIZATION ~ , AREAS REMOVED. ROADWAY IS APPROPRIATE. - f 4: p°. •,.~4; AREAS THAT RUT OR PUMP SHALL BE 1Q/15/200~-Revised East
m IS APPROPRIATE, . ° ~ EMBANKMENT MATERIAL SHALL A HAEL ' • ' . ' EMBANKMENT MATERI E S BE COMPACTED TO A DENSITY OF • OF UNDERCUT TO STABLE SOILS OR AN ROADBED BELOW (D) SHALL BE Drainage basin.
'•~~'~4~ w BE COMPACTED TO A DENSITY OF APPROVED METHODS OF STABILIZATION { • 3RY DENSITY EVALUATION MADE BY THE DEVELOPERS PROOF-ROLLED AND UNSTABLE
d APPROVED METHODS OF STABIUZATION d • AT LEAST 95% OF THE MAX. DRY DENSITY LlZATION flF HIGH W HIGH AT FEAST 95% OF THE MAX. DRY DENSITY SHALL INCLUDE LIME STABI AASHTO T99 EXCEPT FOR THE FINAL 12 I- SHALL INCLUDE EIME STABILIZATION OF CESSIVELY WET SOILS, { } iE FINAL 12" ENGINEER OR QUALIFIED GEOTECHNICAL AREAS REMQVED. ROADWAY FIRM TQ DETERMINE IF SOME QTHER Compacted
T SOILS {AASHTO T99} EXCEPT FOR THE FINAL 12 PLASTICITY CLAYS OR EX Z PLASTICITY CLAYS OR EXCESSIVELY WE AS DEFINED BY D THE USE OF GEOSYNTHETTC OR GEOGRlD } METHOD OF SUBGRADE STABILIZATION {C~ AggrzgateBase ~P1 EMBANKMENT MATERIAL SHALL
~ TFlE USE OF GEOSYNTHETIC OR GEOGRID AS DEFINED BY (D) MATERIAL, OR OTHER STABILIZATION METHODS IS APPROPRIATE. Course* BE COMPACTED TO A DENSITY OF
~ MATERIAL, OR OTHER STABILIZATION METHODS AS APPROVED BY THE ENGINEERING DIRECTOR. Compacted it PROPER EVALUATION Of SOILS WITHIN > WITHIN AT LEAST 959 OF THE MAX. DRY pEN51TY iDED TO APPRQVEfl METHODS OF STABILIZATION (AASHTO T99) EKCEPT FOR THE FINAL 12"
~ AS APPROVED BY THE ENGINEERING DIRECTOR. Compacted PROPER EVALUATION OF SOILS >MTHIN tt (C) Aggregate Base g A DEVELOPMENT IS RECOMMENDED TO (C) Aggregate Base 1~ A DEVELOPMENT 15 RECOMMENDED TO :QUIRED SHALL INCLUDE LIME STABILIZATION QF HIGH AS DEFINED BY (fl)
~ * R LOW-VOEUME Course* DETERMINE -!F THE MINIMUM REQUIRED ME Course DETERMINE IF THE MINIMUM REQUIRED PAVEMENT STRUCTURE IS FO U PAVEMENT STRUCTURE IS FOR LOW-VOLU WRVS WITH PAVEMENT STRUCTURE iS ACCEPTABLE ~EPTABLE PLASTICITY CLAYS OR EXCESSIVELY WET SOILS,
PAVEMENT STRUCTURE iS ACCEPTABE£ RESIDENTIAE ROADWAYS. ROAD FOR THE SOILS AND USES PLANNED. RE5IDENTIRL ROADWAYS. ROADWAYS WITH I AND USES PLANNED. TRAFFIC GREATER THAN 4,000 VEHICLES 4NNED. THE USE OF GEOSYNTHETIC OR GEOGRID ~ ~ ~
W F GREATER THAN 4 000 VEHI>*~.ES FOR TFlE SO LS TRAF IC ~ IGN. REDUCTION IN PAVEMENT STRUCTURE ~ REDUCTION IN PAVEMENT STRUCTURE PER DAY (VPD} REQURE A PAVEMENT DES .WILL BE ALLOWED PURSUANT TO CBR JGTURE MATERIAL, OR OTHER STABIUZAIION METHODS
d PER DAY (VPD} REQURE A PAVEMENT DESIGN, THEE BE ALLOWED PURSUANT TO CBR TESTING OF THE SOILS, BUT IN NO CASE TO CBR AS APPROVED BY THE ENGINEERING DIRECTOR. PRQPER EVALUAT10N OF SOILS WITHIN ~ NO CASE ~ A DEVELOPMENT IS RECOMMENDED TO
- TESTING OF THE SOiES, BUT IN NO CASE NT STRUCTURE LESS U3 WIEL A FAVEME LESS PAVEMENT STRUCTURE I5 FOR LOW-VOLUME Compacted r, DETERMINE IF THE MINIMUM REQUIRED
C~ WlEL A PAVEMENT STRUCTURE LESS rr „ - - THAN 8 OF COMPACTED AGGREGATE RELATE RESIDENTIAL ROADWAYS. ROADWAYS WITH {D~ Suhgrade 1~ PAVEMENT STRUCTURE IS ACCEPTABLE
~ THAN 8 OF COMPACTED AGGREGATE ASE COURSE OR 4" ASPHALT BASE - » B { .T BASE TRAFFIC GREATER THAN 4,000 VEHICLES FOR THE 5O}LS AND USES PLANNED.
~ BASE COURSE (OR 4 ASPHALT BASE Compacted tt COURSE, TYPE B 25.OB} AND 1.5 ASPHALT 1.5" ASPHALT PER DAY INFO) REQURE A PAVEMENT DESIGN. REDUCTION IN PAVEMENT STRUCTURE
Com acted tt COURSE, TYPE B 25,OB) AND 1.5 ASPHALT (n) F E ~ D p ~2 Subgrade SURFACE COURSE, TYPES 9 5A B t) Sub ade SURFACE COURSE, TYPE SF 9.5A BE .5A BE ~ ~-I f I~~ WILL BE ALLOWED PURSUANT TO CBR f TESTING OF THE SAILS, BUT IN NO CASE ~ATEj Q6~3(?(2008
© ACCEPTED, ACCEPTED. WILL A PAVEMENT STRUCTURE LESS PRUJEGT No. 07-0?6
- n.i n s, o" nr r`nAAO An7Cr\ Ar^l`®C!'AT~ _
+-r t41--'IliLjj ttiU) L11[ * 4Fn OF ASPHALT BASE, TYPE 8 25.013, M/ B 25 OB, MAY r-I",14 0 "f- "r" DRAWN BY ~L
_ 4 OF ASPHALT BASE, TYPE B 25.OB, MAY - - ift C." BASE COURSE (OR 4 ASPHALT BASE APPROVED BYE GC~V1
~ - BE USED IN LIEU OF LAYER nC.„ BE USED IN LIEU OF LAYER "C 1-- COURSE, TYPE B 25.OB) AND 1.5" ASPHALT
PASSENGER DUTYPAVEMENT STRUCTURE SURFACE COURSE, TYPE SF 9.5A BE SHEET ACCEPTED. -11
C?
HEAVYDUTYPAVEMENT STRUCTURE SCALE N. T S * 4" OF ASPHALT BASE, TYPE B 25.OB, MAY -~2
NCDQT W P MENT STRUCTURE BE USED IN LIEU OF LAYER "C."
E N. T.S SCAL
SCALE N.T:S.

z ASPHALT PAVEMENT ASPHALT PAVEMENT
o ELEV. 608'+/- ELEV. 608'+/- 6 ~ ~ .610' ~ ~
~ Q
610'
W 2
CONCRETE S Z 1 ~ COMPACTED ~ COMPACTED ELEV. 603.0 NCRETE SPILLWAY
.V. 603.0 ~
~ 605' - 605'
~ ~ a~
~ ~ 605'
M
~ 18" RCP 18" RCP ~ oz a
w I.E. 598. 600 COMPACTED 10 I.E. 598.0 600'
10 ORIFICE PL.
w 600 ILL
w z
~ 595' 595'
° xistin Creek 595
~ SOUTH PIPE Bed NORTH PIPE ~.E, 594.0
° 48" RCP 48" RCP
0 590'
a 60 LF AT 3.33 SLOPE 60 LF AT 3% SLOPE 590'
o I.E. IN SOUTH 602.0' I.E. IN NORTH 602.5' EAST
BASIN
o I.E. OUT SOUTH 600.0' I.E. OUT NORTH 600.5' 4 CR~s ~ BUILD SHELF AT ENTRANCE
BOSS ~~~~'IO
- W TO N 0 RTH PIPE U13 HORIZONTAL S .IZONTAL SCALE 1" = 20'-0"
m VERTICAL SCA CREEK S~[~'O~Z1VI TICAL SCALE 1" = 5'-0"
0 2 DRAIl~T P~RO]F'I~E
Z
~ TJ13 HORIZONTAL SCALE 1" = 20'-0"
g VERTICAL SCALE 1" = 5'-0"
J
Q
W
D W
L~
r LEGEND:
m
~ FINAL CONTOUR
w EXISTING CONTOUR H
U * TEMPORARY SEDIMENT
w FENCE
O - TEMPORARY CONSTRUCTION
~ ENTRANCE TEMPORARY lX. a LIMITS OF DISTURBANCE
~ » T.D.D. TEMPORARY ~ERMAlVENT CREEK
W DIVERSION DITCH
~ ASPHALT PAVEMENT C
~ 7 7 P.D.D. PERMANENT ~ C R O IJ IJ I N G
DIVERSION DITCH G
Ul3 scat. i" = zo'-o"
0
z
a
~ ~ / ~ ~ / ~
° ~ ~ o' ue
p~ 4 A. ~ a
g ~ ~ ~ r~prap ~ ~w~~. ~a
~ ~ .
~ ~ , apron ~
~;h:a c E°,t
w ~ w p
W ~ ~ ~ .
Z q.. li' a f' 'k'S I~ /A f b PQ~ M4eV f
z
W i' ~ l W \ REVISION
09/22/200-Raised
Finish Floor Elevation.
} \ m / 10/31/2008-Revised Nest
Road Alignment.
a / I /
_ ~ / _ i /
o DOUBLE 48" RCP
v 60 LF AT 3.~3%~L ~ \ ~
~ E.-IN-~~ .0' / ~ /
a OUT SOUT~Ocb~ ~ ~ ~
z IN NORTH 602.5' / / - / / / /
~ I.E. OUT NORTH 6005% - / ~
~ REEK DISTURBAN2~ ~ _ ~ ~
137 LF TOTAL / ~ ~ ~ ~ ~
DATES 06/30/2008
PRD.IECT No, 07-02~
LLJ DRAWN BY: GCM
APPROVED BY: GCM
SHEET
0