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O GENERAL NOTES: Z G TA fRWIE ORATE AND HOOD ~ ~ - p G m Q-p BACK OF. CURB SEE STD.XO. 840.03 USE CLA55 "B' CONCRETE THROUGHOUT. H~ ~,y~ S - . H ~ G ..I EXPANSION JOINT p III O N ~ } O -'I - 2" WEEP HOLES - GENERAL NOTES; F
PROVIDE ALL CATCH BASFNS OVER 9'-6" iN DEPTH WITN STEPS 12'" Q H • Z X 7'•0" ON CENTER. USE STEPS WHICH Cd11PLY WITN STD. ORAWiNG 840.68. Q ~ ~ ~ ~ Z 6" E 4'-6'" 4'-6" Q ~ " Z Y"-j DsE cuss "e" OON{StEIE THROUCRiaur. Q ~ ~ .
D N O O ~ TOP ELEVATION OPTIONAL CONSTRUCTION • MONOLITHIC PWp 2" KEYWAY, OA #4 BAA 0~9'ELS AT N ~ = U _ D H 0.'S01 ~ " - " H 37 , C7 ~ O ~ ~ o"• ~ ~ ~ . o" ; o' ~ a"•; a Y 12" CENTERS AS DIRECTED BY THE ENGINE£p. Lt_ J d H Z ~ z ~ _ ~ #4 BARS "V" 6 B STD. 840.03 FRAME, FZ•1 ~ ~ U D FOi O ~ - PROVIDE ALL DROP INLETS ObER 3'-6" IN DEPTN WITH STEPS 12" ~ LL ~ V ~ J O H F" O'1'?,,,I ~ ~ ~ ON CENTER. USE STEPS WHICN COMPLY WITH STD. DRAWING 540.66. _ ~ ~ d ri ~ -
Z = Y ~ ~ ~ ~ ~ ° ~ ~ ~ - - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. - 00 = - - r„ r D o. • O H -I D ~ EkUAL SPACES " GRATE & HOOD Q O N = Z N Z ~ = D ~ - ~ E ~ _ ~ OPTIONAL CONSTRUCTION - NONOLITNIC ~ 2" KEYWAY OR p4 8AR OOMELS AT O ~ ~ _ ~ Q Z LL O O ~ A ~ X ~ X 12 CENTERS AS DIRECTED SY THE Et~INEER. ~ Q Z ~ _
O O ~ C? ~ ~ A - " - - - a. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BQX, ABD TO SLAB W Q Z LL " O O D {7 m ,r t ~ jj t S¢ =~ZDIfI m 3" 9:, B ';6 ~ ASSH0AN0NSTD.N0.640.D0. - I-U~Oa S~Z~ 3 3 ~ I"' U Q O = _ ~ D D m - USE FOAMS FOR THE CONSTRUCTION OF THE BOTSON SLAB. U ~ O O _ Q ~ Z N - _ N Q O - ~ IF REINFORCED CONCRETE PIPE IS SE7 IN BOTTOM SLAB OF BOX, AOD TO SLAB I- ~ i'- Z W W ~
G7 ~ O 8" _ USE TYPE "E" "F" AND "G" GRATES IAiLESS 0THEI0YISE INDICATED. Q ~ H 2 N O O 1 \ ~ ~ Z~.pO.n c 6" 9; n ~ ON OW Zfy'0T-'T1 \ ~ F' O W Z ~,,F p r'it i A$ SHOWN ON STD. N0. 840.00. 07 t-1L O J Z Z
O H „ a . ';o FOA 8.0 IN HEIGHT OR LESS USE 6" WALES AND BOTTOM SLAB. OVER LL H -I O H C7 ~ ~ Z . 6 D 3 - 8'-D" TO 16,_0" IN HEIGHT USE 8" WALLS ANO BOTTOM SLAB. ADJUST ~ O N Q n = ~ Z - io W M w I 2 a N Q n p ~ ~ - - - - T - - - - - GONSTRUCT WITH PIP£ CROWNS NATCHING. ~ p Q Z O Z O O = Z O tn~ NO Z - Z , M ~ ~ ~ D D. - ~ INSTALL 2" WEEPHOLES AS DiAECTED BY THE ENGINEER. Z ~ ~ - ~ Z H
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N H " PLAN CHAMFER ALL EXPOSED CORNERS 1 C" 17 ~ p ~ ~ ~ N a ~ and ~ u. CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES Z X SEE NOTE , Q Z m Q m; W Q 0 0 ~ _ _ _ P0fl0US FABRIC BAG OR WflAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. ~ IJU ~ V U Q ~ D~ Z ~ ~ CHAMFER ALL EXPOSED CORNEAS 1". p _ ~ W - Ul N
SECTION x-x DRAWING NOT TO SCALE. v~ o # w TOP 8„ TOP ELEYATION - ut ELEV. m ro m ~ ~ ~ ~ OSE DN FLAT EXPANSION JOI DRAWING NOT TO SCALE. ~ O Y ~
GRADES 2`k ~ UNDER PLAN $ ;
. TOP ELEVATION - _ - _ _ _ _ - - - - FRAME, GRATE AND HOOD STEPS -STD. N0. 840.66 ~ - , xl - - - ~ , „ DEPRESSED COTTER LINE WITH GRATE & FRAME REMOVED GUTTER LINE
SEE ST0.N0. 840.03 STEPS • STD. N0. 840.66 S,..I 3 0 3 0 1`-0 EXPANSION JOINT ~ eU
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SI Z a 31 C Q 6" o' 6' O F 111 C ~ D - - - DEPflESSED &UTTER LINE n ~ RIBA NT. " 3" '.o, a s" Q a ~ ~ EXPANSION JOINT I t0 ~ 6 0 FTER LINE ~ Q O C ~ ' 0 ~ ~ ~ ~ 41 Q(>> W.A~ ~ ~ 6" ~ ~ Q
YARIES 7 ,g . a... o• ..2 9•.. a. 'a ~ ~ ~ O ~ ~ ~ ~ ~ O - .'o•'~ . v ~.a' ~ . a"~:'v p'. Z ~ ~ ~ #4 x x n gn 1'- ~ M OZ ~ O G ~ ~ W = ~a .r~nconGOm o u.
= 17 p g„ SEE NOTE N ~ o.~ Q W = ~ ~ t7 it'2 _ ~ a ' " SECTIO J-J ~ . . ' ~ I- _ ~ DOWEL ELEVATION QW= v Q t- 1- I- ~ ~ ~ _ _ DDWEL E'
H D o. °o NHERE 30 TO 98" PIPE IS USED SECTION M-M N W - H D ~ ,4 ~ ~ SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES N W' M p cn W ~ N ~ ~ H m SEE NOTE CCWEL(SEE NOTE} MAX, PIPE THiS SIDE ~ ~ N IliElit
m ~ H _ _ WHHiE 42 TO 54 PIPE IS USED = ~ N Tit- Z a Z WHERE 30" TO 36" PIPE I3 USED H = to W MiNIARiM DIMEP44I~'8 ANO OUAATITIFS FOR CONCRETE CATCH BasIN(BASW ON MIN. HEIGt(T, H, WITH NO RISER} N v r m z z SECTION X-X N V ~~~~/lt ~q~!!i z r ~ SECTION Y-Y ~ z GARO
- y Q .VAR J N QiMEN5I0NS OF BOX AFB PIPE COYER CU. YDS. CONC. IN BDX DEDlIC7I0N5 ~ 'T1 - :.o~.~. ~ C7 ~ `it PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION 8AR3-U SARS-V BARS-W FUT. 0~. ONE PIPE ~ V z C? C O : EESStp"'•,~Jr~iv
' - Z Z Z O TOTAL SL 9 B8~ YIXIWM O _ 6 J M D A B C G H F F N0. LENGTH N0. LENGTH ND. LENGtN LBS. Ott N C.M. R.C.. W ~ ~ DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) U1 ~ y9 ~;9 DIMENSIONS OF BOX & PIPE CUBIC YARDS DEWCTIONS FOA ~ • Q ~ '
.a~ p~- I ~ ° s, ° ~ ~ ° ° W 12" 9'-0" 2'-2" 2'•9" - - 0.236 0,772 0.075 0.026 e,i ~ A ts" s'-o° 2'•2° a'-o° o.z35 o.ezs fl.oza o.Das c A.'°t m e 19" 3'-0" 2`-2" 3'-3" 0.235 D.887 0.039 0.049 PIPE SPAN WIDTH MIN, HEIGHT CANC. IN BOX ONE PIPE SEAL
;tr-!~--~ g" ~ ..ol i 24" 3`-U" 2,-2r' 3'-9" 0.235 t.Wi 0.059 0.085 BOTT~t WALL PER a rz D A B H SLAB FT. NT. C.M. R.C. • ~ 9837 •
p•: LL e71 - < o.: LL °1 34" S'-D" 2`•2" 3'•4" 4'-3" 1`-2" 4'-0" 4 i'-5" 2 8'•9" 3 3'-9" 39 D.123 0.321 1.433 0.092 0.127 o °i a 36" 3`-0" 2'-2" 3'-10" 4'-9" 1'•8" 4'-O" 4 t'•it" 3 3'-9" 3 3'-9" 43 0.161 0.356 1.714 D.132 0.778 12" 3'-0" 2'-D" 2'-0" D.222 0.222 0.592 0.015 0.026 ~ 15" Z'•3" 0.648 0.023 0.036 A.FNG)ly~ti~: ,t
a. WHERE 42" TO 64" PIPE IS USED ~ ' e ^ ~ ~ ~ ~ ~ ~ ~ , .o~ ~ 42" 3'-O" 2`•2" 4`•5" 5`-3" 1`•5" 3'•2" 4 1'-B" ~ 2 2'•11" 3 2'-11" 32 0.112 0.318 1,738 fl.180 0.243 - ..v':..a . ,..:P.~ 46" 3'-D" 2'•2" 5`•0" 5+-8" 2'•0" 9'-2" 4 2`-3" 3 2'•11° S 2`-11" 95 0.145 0.352 2,052 0.235 0.377 18 2 6 0.703 0.033 0.049 ~j~ '9(/~ S~\
DETAIL SHOWING METHOD sa" 3'-D'" 2'•2" 5'•7" 6'-3° 2'•T" 3'•2" 4 Z'•10" 5 Z'-71" 3 2'-11" 41 0.190 0.388 2.967 4.297 0.401 HEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN sH€€T 1 of z SHEET 2 DF 2 24" 3 -0 0.814 0.059 0.085 SHEET 1 OF 1 , SHEET 2 OF 2 SHEET 1 OF 1 3D" 3`.p" 2'-0" 3'•6° 0.222 0.222 0.925 0.092 0.127 111811111
_ `RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEiGNT 840.02 840.02 840.02 FOOT HEIGNT $,4,4,02 840.94 840.14 0~ oR gal
1~ 0
MANHOLE STEPS
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~ GENERAL NOTES: !I R R CTION JOINT DESIGN CONFORMS TO
GENERAL NOTES: 1. BUTYL UBBE SE 5 3/4' LATEST ASTM C-478 SPECIFCATIONS 6' DiA. 1. MANHOLE DESIGN SPECIFICATIONS CONFORM T4 2. BUTYL RUBBER SEALANT CONFORMS TO ASTM C-990,
LATEST ASTM C478 SPECIFICATIONS FGR PRECAST AASHTO M-198, AND FEDERAL SPECIFICATIONS
REINFORCED CONCRETE MANHOLE SECTIONS AND SS-S-00210 (210-A) ~et,YDtrrs ' NCDQT. 3, MANUFACTURER LITERATURE AVAILABLE UPON YA~AL A°~iAD. > H~Fti IM~EES~1F ~ ~
s 2. CONCRETE COMPRESSIVE STRENGTH 4,400 PSI REQUEST , shr so~cMm FOR 5'. ~au~FNts ~ as1W uTS Aim , NS OF AS1M 0476 ANO - - _ _
~ ~r ` ''s.r,e,77.Afmtr MIN. aAlfE1FR MANiIXES 2 PLASitG MAtEmFI srs DF 3 TYP, t'-1 ° TALL HEIR r~ACT ~ } 3. STEEL REINFORCING DE5IGNED TO CONFORM TO - croPantER P0LFPRflPY110~ ANO MATEMFL CONSfSIS OF I B,B'ACT RESISTANT - POLYPROPYIEtIE ANO - ~ -
3 TYP. CONCRETE WALL NT U tT ~ BUM N0. OF BUM ~ Cflrsa+u To sPEOmD +ts A ~ ) T THE REQUIREMENTS OF ASTM C478 AND SHALL MANHOLE Ja B rn 0 SPECIRC RE0UNEMRITS AS - i1M D4101.
PEDES AL DIAMETER THICK- DEPTH ~ZE RUBBER/ ROLLS/ " OA~iD ~ SruuL ~ t/2' UTILIZE GRADE 60 RE-BARS CONFORMING TO THE NESS Rou ,KfINT 9 _ . s REBAR GRADE ~ ~A~ ,FN: W1G S$£L SHAH ~ 1/2" OE 80 ANO MEET iFN: - - US OF ASTM A515. ~ - .
PLAN VIEW REQUIREMENTS OF ASTM .CONFORMING TO THE 46" 5" a" 7 6" 74.5 1 ~ a p~ Arm sPAaNC r~FE REQUIREMENTS OF ASTM A185 OR DRAWN WIRE 60" s" 5" t" 18 1 s 3/4• caaasTANT MTH 7HE uttsT RH ANO SPACNIG ARE - - ' WIAI 1HE IATEST RS OF OSIA.
CONFORMING TO .THE REQUIREMENTS A82 OR A 72" 7" 5" 1" 21 1 6. ~ u~anmE E COMBINATION THEREOF. y ~ 6a" 7" 5" t" 74.5 2 AvANAaF tA>at REaNSr' ;1ENiERS UffRATUAE . UPON REQUEST. - - _
a" T Dla 7" 4. ADDITIONAL REINFORCING AT OPENINGS. t" 14.5 2 i 2 INVERTED 96° 8" 5"
BASE 5. STEPS SHALL BE STEEL REINFORCED COPOLYMER t2o" ta° 5" 2" s 3.5
'I „ , (T DtA.} POLYPROPYLENE AND MEET THE. REQUIREMENTS OF ta4" t2" s° t-t a" 14.5 3 .TOP OF• RISER . . . 8 ASTM C478. SEE TYPICAL STEP DETAIL. ~ T
• 6. PIPE PENETRATION TO 8E AS PER JOB 1~
, gv~RFLOw. Et.EV. , . 2'-4° RISER REQUIREMENTS, PIPE TO BE INSTALLED BY EP _ ~ M
i 6" DIR. HOLD FOR 2° PVC ~ JOINTS 70 BE SECURED (5 DIR.) CONTRACTOR. SEE TYPICAL MANHOLE PIPE C _ 8Y CONTRACTOR CONNECTION DETAIL.
i 1NVERT.IN ~ CONTRACTOR TO °e i
PROVIDE PIPE O.D. ANNULAR AREA
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A-LOK CONNECTION ~ A-LOK CONNECTION FOR 6" DIP 't FOR 42° RCP 4" 2 NOTE.
' it' Pa.>~~ t , tY REHFGRfElA01T COPOLYMER INUERT•1N ~ F/z" t;RAOE so s~L CONTRACTOR TO SUBMIT SHOP
INVERT OUT ~ . t. DRAWINGS TO ENGINEER FOR APPROVAL.
BOTTOM OF RISER i ~
~A~ SS
r~E 1G~ ~1 TYPfCAL MANHOLE STEP DETAIL
6° 5' DIR. 6" TYPICAL MANHOLE SECTION -JOINT DETAIL ~E i~ ~ INV. OUT ~
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' 1. PIPE CONNECTION DETAIL USED i 1 4 1 1 /2 / 8 DIR. INS DE
SNAIL BE CONSISTENT WITH THE IC ~ 10 ORIF E
SPECIFIC JOB REQUIREMENTS AS ~ ~ O Q 3 ELEV. 171,00
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- ~ ~ USED E OO~Q INV. IN
~ T R HALL 2. FLEXIBLE CONNEC 0 S S _ OO~~~ ~ MEET THE REQUIREMENTS OF ASTM ~ ELEV. 155.84 ~
c C-923 SPECIFICATIONS FOR W ~ ~ i ~
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REINFORCED CONCRETE MANHOLE O O O O STRUCTURES, PIPES, AND _ 22 5Q. O O O O O Z
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AVAILABLE UPON REQUEST 0 0 0 0 ~ c~ 4
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NOTES: i 1. MATERIAL: ASTM-A48 CLASS 306 GRAY. IRON
_ ~ ~ ~
I 2. FRAME WT. 105 LBS. APP. t 3. GRATE WT: 155 LBS. APP. 4 1 /2 u? Q Z
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~ W QZ
USF. 4185 FRAME 8c 6235 GRATE ~ ~W ~ ~
Jm
TAIL MANHOLE PIPE CONNECTION DE d
- NNECTION COMPRESSION GASKET FLEXIBLE CO \0. ~
3 I V Uih1. Z ~J
i R 3
S - ~
1 UCTURE DETAILS TYPICAL POND OUTLET STR a 2 1 ~ ~
~r`~ 13" 2 7 I~I
SCALE: N.T.S. D-08 OVERFLOW - ~~o
ELEV. C~ 173.00 1
mod' N N
`J. -,f,)4 N $!1 - - 10
W.NiW z pXm
TOP OF GRATE 162.00 O CL
NOTE:
CONTRACTOR TO SUBMIT SHOP 6" ORIFICE W 10
DRAWINGS TO ENGINEER FOR APPROVAL. ELEV. 169.75 f 2 Z OD W ~
56 42 Q>N
MAX. t- Z U crZ
x-18" FLEX 3.2H X 4'W 100" BOTTOM OF RISER, w
BOX CULVERT. ELEV. 155.74
CONTRACTOR TO MAKE o= oV
WATER T TOP OF EXIST. BOX Q ~z
AT EXIST. CULVERT. 4" ( ( 4' CULVERT I »
12" n 1$
j 4' rn ~ o
o ~ o m 8 DIA. !a
24„ I NCDOT STD. 840.031 6" 6 MNO Q0 Coco) U) 04
J 66" (TYPE "A° GRATE I d. n~^ py N OS
O O O 6v1~~
0 O I 0 I 0 0
a ~ I o o ( 42~ Z j ~Xm
DI-2 n 3 24
MH STEPS 12" OC L ~ 24 SCALE:
D-08
82' BOTTOM 151.45 _j 04 W
? Cj Z WZ
g" 9" \-MH STEPS 12" OC s of Z
8" CONCRETE TOP 1 Z0
D mm N W
2 DI-1 N N
~ D-OH SCALE: N.T.S. 82'
D=08
i

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186 6
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- - a - i ~ 1 - l ~ _ ~ ~ I I j QQ O
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I 7 ~ ' I ( } ~ t i - i [ i ~ t ~ ~ k r ~ ~ 1 ~ i r c
~ yy i i ~ i i P ~ ~..-.._,.~.e.,., m.._,._._..m..........,._ _..~_..,._,.,...a } ~ ~ ~ 's t ~ a ~ ~ _ ~ ~ p 0
~ ~ i ~ ~ 5 f- 3 € G { ~ ~ PERV101JS~~CO~CRfTE ~ ~ ~ N~r ; . ~ I i E I
G ! ? i ; ~ ( t E ~ 3 t i ~ ~ ~ ' ~ ~ ~ ,~ti. . ~ , - ~ ~ i ~ w t ~ J - ~ N t7 d'~ ~O f~ a6 0t O la.
~ ~ " t ~ - 178. F 4 ~ R~J~{)US....CQAI - E ~ ~ c - t - ~ - ~ -
~ 3 - - I - ~ + CURB & GUTTED I ~ - ~ I~ ~ i - E - 1 -
1 ! ~ - - I € 1 - I r 1 - t E ~ r I -I _ ~ _._._L.____.~~___._ ~ _ i ` I 3 _ - _ _
~ ~ { - - - :r , ' } - -
~ ~ ' ~ ~ ~ 4 ~ - ~ - - I t I - „r i -_-I 1 ~ 1 ~ I ~ -i ~ s fPVC PIPE ~ Y _ ~ ! 3 i- f 1 VOLUME ~ I
i i- ~ ~ 1 = I 176, ~ - - - i ~ ~ - - ~ -iii - - _ - _ _ = ! i 17 ~ ~kIED-_.ST.O ' E F t - ~ - - - - i - - € I ~
~ t ? ! ~ IN PLACE ~ 40~ VOIDS ~ - - - - i !
I 1 i - - _ ' ~ - _ - - - - - -I - ~ - - -I - - - I ._._n____~~_~._~~~ ~ ~ . ,
L__ , FkLL SOIL MEDIA ~ ~ _ - ~ ~ ~ $5~88~ WASHED SAND: i ~ _ ~
ffi: , 6 PERFORATED.. ~ ~ I--12% FINES ;SALT & ?CLAY ~ ~ E 8. ~ ) ! ~ .J ~ ~ - - ! - - - - 3 ~ ~
` s ' } 174; ~ ! _ _ ~ i - - - ~ 1174 - I - - -
f ~ ~ ; =I ~ - ~ 1 ~ 1 ~ _ . - ~ - - ~ Z
- 6 PERFOR,~TED 1 i ~ 3 { I 1 3~F i .D s - - - - - - - ~ _ _ ~ ' - _ ~ _ I I
PIPE I ~ GW®B-~ - ~ I - • ~VFILTRATION - - - - - - - ~ ! ±
E ~ ~ ~ l ~ OF1 RUNOFF =j= =I= _ _ _ ~ ~
1 LINER` - - ~ i ( ~ 1172 3 ~ - - - - - - - - - 7~
~ I ~ ~ E - ~ f - -E - i ? € 1 ~ ~ _ - - I ! ~ 3 ~ _ ~ 3 ! ~ ~ - _ _ - _ ~ _ _ _ - ~ i
i ~ ~ - IMPERVIOUS ' , e . ~ - - - - - -_E - - - ~ - - - - - - I - E _ _ _ ~ - - ~ _ _ ' f
_._;_~._rm. r_.._..._ ._n..~_~_.._.. 4 ..~VASNE _~SAND__.__r--_~._ . ~ ~ ~ ~ - ~ - ~ - _--CLAY..._f3Afut _ . 3 - ( 6 - ~ ° i }f I_ # ~ - . [ t I 1
i f 3 ~ ~ I 6 PERFORATED - - ~ ~ - ~ ~ €
170 PIPE. N IO
' ~i ~ ' I 1 ~ f ~8 OR #89 ~ -~N=`~'N~°~I~-{`H----f-~--f---~ f - f ~ ; ~ i ~ i
6; WASHED STONE f I j t ~ f. i l 57 , I _ ' ; M I ~ { ~ i ~ F I
1 ~ ~ _ _a___.w__..__ _...__~.e___ _._.._____w, _ j- k ~ ~ 1
3 ~ ~ I ~ ~ 3 _ ESTIMATED ~ ( I ~ ~ ~ ~ j ~ ~ f ( j E
~ ~ ~ j ~ ~ 3 i 1683 ~ ~ GROUND WATER ~ E i ~ 9 6$I
~ - - ( ~ - ~ E I - a ~ ~ ~ i ~ k ~ ~ -
~ E 1 ~ p ~ { f ~ { { € I ! , f I ~ i k. y t Y ~ ~ ~ ! t I t ( i I
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~ ~ I # ~ ~ ~ ; 1 j I t € f ~ € ~ ~ ~ j ~ ; ! ~
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166 I I ' € t ; ~ ~ I } ( 6 , i 9 I ! ~ ~
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I ~ E ~ 3s ~ ~ ~ ~ I ~ 2 ~ ( I 1 I ~ ~ ~
i X164, w J
0+50 1+00 1+50 2+0+ 2+00 2+50 3+OrJ Q v ~
SCALE: 1 " = 10'
1 BIORETENTION AREA AREA 9 BR-9 0
SCALE: H RIZ.: 1 "=1 Q' . D-04 a » 0 10 20 25 30 Z.: 1 =10
PERVIOUS CONCRETE VERY.: 1 =2 1 2'
I CURB & GUTTER 44' B/B
3
3" BIT. ASPHALT , 3x3 PRECAST
175.97 AX. WATER: CONC. DI 175.47
TOP = 174.74
3 - f
1
''=3 ~ ~=I -I I=~ ~-i=' BIORETENTION i- - -i
8" CABC - - 3 3 - CELL 9 MAX. _ ~ 1 - _ POND DEPTH
1= =1'-
I 24" FILL SOIL MEDIA - - - V ONCRETE
PER lOUS C 85-88% WASHED SAND - - _ CURB & GUTTER ' _ 6
8-12~ FINES {SILT & CLAY} -I = = I-
3-5q ORGANIC MATTER - " - = TC 175.& 4 - 24 1% 1% TC 175.67 1%
- - - - - _ - -
FLOWLINE - - - - INE
FL 175.00
_1
- ~_I I_ I I I I _I
4" WASHED SAND - ~ ~ 3- - - I -I I- I I- - - -1 I I I ~ LI _ _ ~ - I~
U D z
- = I ( -1 _ " SUBGRADE I I- ~ CHOKING STONE , • _ ~ RARE 0
- - 8 OR 89 ~ ~ ~ U Z
6" WASHED STONE Z
57 ~ ~Q Q W
I 4 BIORETENTION AREA DEPRESSE[ :PRESSED CURB ~ ~ W U J
_ RCP STORM PIPE = 0~
= - SCALE: N.T.S. i _ _ SIZE VARIES ®-(}4 ~ ~ -
= {24" SHOWN} i - -i 3 W Q z 1. z ~
_ =1 0 ~
'"-II~(II-''' w az J ~W
J ~ ~m
Q
~ BIORETENTION AREAS 1-4 BR- VEGETATION NOTES: J Q
DI L ~_D,Q, SCALE: N.T.S. OVERFLOW lJ~ L V r P~f111/1A R1 r TA Af 1 r'1k F~1'~f TF~VTI^IV xl\~S At'I'LII.HtSLt I U HLL C31Unt l tl I U H ,I OVERFLOW 1
EL.=173.0 EL.=173.00 n Shrub S acin Total Densit Tree Spacing Tree Space g p g y
i Re uiremen is ft ft (Stems/Acre)
100 YR. EL. 174.3~- ( 9
25 YR. EL. 172.99~- - _ Maximum 99 12 400 ~ ~ m 1000
10 YR. EL. 172.33 Avera e ~2 8 m ,
PERVIOUS CONCRETE , - _ _ _ CURB & GUTTER 44 B/B 2 YR_EL_171_32 ` ~ a" oRi~c - i ~ 7 7 ?250 Mrnrmum ~ ~
oRl~lc Note: There should be a 2.9 or 3.1 ratio of shrubs to frees. N<tN
I"fIT API'1LIA1 T- - EL ~J 3.aa 171.0 I I-I T...... C........,.. C`1....,6. c.,nninn /`rnnn Cnanioe+ lCT
1j oil. r~rnr~u 3'X3' PRECAST 3 - 11 CC J Gt41G.7 .1111 UL/ J uwuo v1 U00 .JUwc0 ® v- v
175.97 rMAX. WATER: CONC. DI 8etula Nigro Hamomelis Virginia Lotus Coniculatus W~ W
175.47 TOP = 174.74 l - z - River Birch) Witch-Hazel Birdsfoot-Trefoil) m ( o X . =Qo
Betula PoPulifolia HYPericum Densiflorum Pachysandra Terminalis a L
- t. Johns Wort} (Japanese Pachysandria Common S (Gray Birch)
f- (RIME - Pus Caller ana Hex Glabro Vinco Major W ~
" ABC I - - 3 3 - - - 6" GRIME 8 C 9 MAX. - - - EL. 169.75 169.75 - Y
- POND DEPTH 9" MAX. kberr) (Large Periwinkle) N z CO (CallerY Pear) (In Y - ~ N
iI= =1 POND DEPTH Q z (j
36" FILL SOIL MEDIA - ~ Z W
85-88% WASHED SAND - - 3 8-12% FINES SILT & CIAY)~ -III- I _I 1=1 I I- I 3 r -t - - - !s!
3-5% ORGANIC MATTER I- I 36" I-i_I ~1 11 = >
oS 1 0
- - = - - L-T 24" 47-
24 FILL SOIL MEDIA
- 85-88% WASHED SAND 8-12% FINES SILT & CLAY)-
- - - 3-5% ORGANIC MATTER Q0
4" WASHED SAND w ot~
1- i- -I i -I I - I I-i- 4" WASHED SAND IoQ _ ~NEp
CHOKING STONE (N co DS
#8 OR #89 - - - 0) Cq 0')
I 6" WASHED STONE - - 57 2" CHOKING STONE 8 OR 89
J 6" WASHED STONE z ~U-l
I~ #57 a °Xo
= RCP STORM PIPE
SIZE VARIES 4 42" RCP
24" SHOWN 42" RCP w >rn
_j cv
"'-I I l l I I-'' ' W a~
Z Wz
Qz
z~
3 BIORETENTION AREAS 5_7 BR- 5 BIORETENTION AREA $ BR-8 m m BR-8 C1f W CV N
I
S CALE: N.T.S. SCALE: N.T.S. t'04 D 04 3
Dm Off _4

i
I
TEMP. STON FILTER
I DITCH CHECK
nor ro scac~ - I ~~~ixM wR~ioCrWi~~E)~ FABRIC SN~p. PPV~~,ENj
~a xto'x2 EKCAVa~Ea AREA FOR 2x2 oR -2x3 8A~ S~~ , PP
PLAN #57 STDNE 5`x10`xc' FDR V-4x96-1
TD ACT AS A FiLT i MIDDLE AND VEF27'ICAL WIRES GOMPACTE~
5` CLEAN-OUT STAKE SHALL BE 72: 1/2 GAUGE MIN. FILL - o g ~ z o_-

h ~t - -1I,-_ - a ~ I I=1 I z... ~ _ ACf~1MULATEQ smiMENT ~ h
'i = '-ii~::.~:.: ' ser a~w-out sTAKE AT NATURAL GROUND EDGE OF PAVEMENT. I- $p I (III-III=III-III o
~II_II ~ ~ 1 MIN. _ I 1.a ABOVE FLOW uNE. - - ~
_ _ ~ --'WEEP-- ' o ~ a I I-III-III . I I - - - HDLES r ~ 0 ~GOQ~ - L~ ~I STEEL POST-2' DEPTH
I I=1 11=111=1 I ~ III=, . I - ~ v p I-~=_I WOOD POST-3' DEPTH
_ _ I -I a o _f I I_I I I ~ . I I ~I ~ - _ 'TJ9 0 \ WIRE
STRUCTURAL STONE U TOP AND BOTTOM STRAND EXTENSION OF FABRIC AND ~ a
BRICK OR I - > CLASS B BAl FlLTER FABRIC WIRE INTO7RENCH
CATCH BASIN -1 I VAR~S - sEE PLANS Si BSLOPE - NOTES: SHALL BE 10 GAUGE MIN. Q
=I LI=1 I t } t. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR
I I-III - - _ CROSS .SECTION - ~ 1=11.1=11 : ~ _ .111=11 I METRIC VI METRIC VIEW EXTR4 STRENGTH SYNTHETIC FILTER FABRICS. ~ z
- - - SO I l-~ 11= _ _ _ =111=III- VEE DITCH ,E~-~1~=i~1-~~~-fai=ii'- 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT-FENCE DOES NOT m~ Q ~
. BASE OF DITCH EXCEED 18" ABOVE THE GROUND SURFACE.
~ 3. INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
NATURAL GROUND 12
~ 12 MI \ ~ / 1 MIN. SEDIMENT ~ ~ 12" MIN. LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE ~a~~~"""~•a,,~ NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A ~~..`~~H„ SSRO(
\ ~ ~ _ _ TRAP - - - - - - - - SUPPORT POST WITH OVERLAP TO THE NEXT POSL -`s°,:Qe°FE °ys~ v~~
\ ~ i ~ FLDW - ~ i ! ~ 0
f i~ FLOW, 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH - ~ SEAL ` =
~ ~ ~ ~ / i / FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING = 19s3~ -
/ / - ~ HEAVY DULY WIRE STAPLES AT LEAST 1" LONG, OR TIE WIRES. ,o ~fNGINEE~'`~ ,~J~'`
OPTIONAL TYPE B 4 -6 ~ EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. ''a,,~q~~ "p_"SM~
/ / SILT BASIN CROSS SECTION - - 12 THICK .SEDIMENT EDIMENT 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A 0~0~
~ ; ~ CONTROL STONE )NE MAXIMUM OF 10' APART. SUPPORT POSTS SHOULD BE DRIVEN o~~~
TRAPEZOIDAL DITCH ~~E1~I SECURELY IN TO THE GROUND TO A MINIMUM OF 24".
~ ~ . ELEVATION VIEW ~ FLDW
6. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT
FLDW CONSTRUCTION SPECIFICATIONS REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER
r 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLANS ON A FILTER FABRIC FABRIC FABRIC DIRECTLY TO THE POSTS.
FOUNDATION. 7. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL EVEL THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
A UTS THE CHANNEL BANKS. WHERE THE DAM B
VATED INLET PROTECTION 3. EXTEND STONE AT LEAST 1,5 FT. BEYOND THE DITCH BANKS TO KEEP OVERFLOW WATER EXCA. 1 LATER 8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED N OVER THE FILTER FABRIC.
TTING THE DAM AS IT RE-ENTERS THE CHANNEL. FROM UNDERCU
SCALE: N.T.S. -07,5 4. SET SPAGING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE 9. DO NOT ATTACH THE FILTER FABRIC TO EXISTING TREES. y
LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE -UPPER DAM.
- WNSTREAM FR M TH OWEST CHECK DAM CONSIDERING THAT 5. PROTECT THE CHANNEL DO 0 E L , THAT 10. LOCATION OF TEMPORARY SEDIMENT FENCE SHOWN ON THE PLANS V
WATER WILL FLOW OVER AND AROUND THE DAM PRACTICE 6.41 OUTLET STABILIZATION ~ > 'ION IS NOT EXACT. CONTRACTOR SHALL FIELD LOCATE TEMP. SEDIMENT FENCE AS CLOSE TO THE DOWNSLOPE EDGE OF THE LIMITS OF CLEARING 8c GRUBBING
STRUCTURE . AS SPACE ALLOWS.
6. MAKE-SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT .CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK 'ECK W
DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
REFERENCE: EROSION AND SEDIMENT CONTROL PLANNING .AND DESIGN MANUAL 6.83 t ) ~ 3 TEMPORARY SEDIMENT FENCE SILT FENCE Q
1
Erosion Control Maintenance Plan r -O7.S SCALE: N.T.S. V
All erosion and sedimentation control measures shall . 2 O
ROCK CHECK DAM be inspected weekly and after each runoff-producing
rainfall event. Structures that shall be inspected include SCALE: N.T.S. -07.5
but are not limited to:
I
Silt Fence and Fabric Inlet Protection I s tears decom oses or becomes ineffective Any fabric which col ap es, , p , FLOW
1 imme i el . Sediment de osits shall be removed ~ - shall be rep aced d at y p
n when sediment behind the fence reaches fi .
TURNDOWN NETfit~G MINIMUM BURY 6 4 o Z
. ~ Seeding, Fertilizing, and Mulching
Seeded areas shall be ins acted for failure and necessa re airs ~ ~ P ry P
and re-seeding shall be made within the same season. ~ ~ e now B 3I` ~ ~ OVERLAP NETTING ~ ~r O
.....:~:r_- ~ i I i - Block and Gravel Inlet Protection. I~ MINIMUM OVERLAP 18°
~ Ins act the barner after each rain, remove sediment as necessa to ~ ~ f57 GRADED STDNE TOP 64NK OR _ EII 8 j O LEAVE 5' W/DE WEIR OPET/ING flL7ER ON UPSTREAM £ND. ~ RC41D SfIOULDER ~ ~mwnecm cara['rt nse
P ry provide adequate storage volume for subsequent rains. Upon
stabilization of droina a area, remove all materials and an unstable 9 Y f{ NPI L STAPLE
sail, either salvage or dispose of properly. Bring disturbed area to C
ro er rode, then smooth and coin act it: Stabilize all bare- areas P P 9 P 1 USE~6 GAUGE WIRE ~ O
around the inlet. ~ °.~ov ~ r\ X O
1 GENERAL NOTES: Temporary Diversion Ditches .S:
Sediment shall be removed from the flow area ?mmedlatel 1. APPLY SEED, STRAW ANl Y 1, STRAW AND TACK WITH RS OR CRS LIQUID EMULSIFIED ASPHALT
AT A RATE EQUAL TO 1 ~ after each rainfall. EQUAL TO 10 GAL. PER 1000 S.F. COVER W/FIBERGLASS NETTING. - ` suacE mtF srowe oa
2. STAPLE EVERY 24 ALO@ RY 24" ALONG PERIMETER EDGES AND OVERLAPS. STAPLE EVERY NGS~ N~ R-2 OR R-3 STONE
36" TO 48" RANDOMLY Temporary Gravel Construction Entrance/Exit RANDOMLY TO SECURE NETTING. ~A~ srz~ 3~
Maintain the ravel ad in a condition to revent mud 9 P P weo ae
or sediment from leavin the construction site. This ma 9 Y TOP &WK / RCMD SNOOLDER ~ ~
re wire eriodic to dressin with 2-inch stone. After a q P P 9
6 rainfall ~mmediatel remove all ob actionable materials F y a 6 FIBERGLASS NETTING
s filled washed or tracked onto roadwa s. p Y SCALE: N.T.S. CO NOT DUMP @ (FAVE ~,~57 GRADEO S70N£ FlL?ER
-0i.5 Sediment Basins and Pits '07.5 ~~f~~D UNS/dP£D. OVER NCS1 NO R-2 OR R-3 RIP FAP '
Sediment shall be removed from the structure and the U
structure shall be .restored to .its ari final dimensions Z
9
when 1.0' of sediment has accumulated in the structure. EX.
The sediment shall be dis osed of off-site and the P GRADE ~ ~ cri Q
contaminated art of the ravel shall be re laced. P 9 P RIP-RAP ,i ~ ~ ui
The structure shall be inspected far damage and -
re aired accordin I . P gY =1~
I - ~ =III- ~ ~11 Q ~z '~1 'DEPTH I ~I Zh ~ TEMPORARY PIPE ~ Z ~
=111 L Jill g INLET PROTECTION J W u; az
I~
THICKNESS - 4 -1 I I~ EROSION CONTROL MAINTENANCE PLAN ~ 4_ -07.rJ SCALE: N.T.S. U ~ Qm
-1 - I~ =YI1 m=Trr-rrr-~-rr= II- HORSESHOE RIP-RAP/GRAVEL ` Q
SCALE: N.T.S. -1 = 5 -1 I I_ C-07.5 RESERVED =i I-III=III=III=III=III=III-III III MIRAFI~~ ~ ~ ~ ~ ~ SILT CHECK DAM
~ c~n n i r. n i -r c~ 3 FABRIC J Q
- JI,HLC. IV. I.J. s i
NOTE: SEE TOTE: SEE EC PLAN FOR DIMENSIONS
¦ m
7 RI 7 RIP-RAP DITCH Q
C-07.5 07.5 SCALE: N.T.S. ,
PIPE DUIt_ET TO FLAT AREA ~ a.-~-~ 1 n
NO WELL-DEFINED CHANNEL low N -04
N W vW Z _J
A A m
A A
2' MIN. 2' MIN.
L
w COMPACTED SOIL- \ \ 2E W co
\ H z ro ~ a6 jN
=~1~~1t I,_III^fI~..EI~"il~-~It~ll~;•~~i.~~...~,~F.~;I~ ~
PLAN VIEW PLAN =!!!{i~!!i-!!"~!I!-!~~1ll~!!t=~l!I~ H lit it III~IE(~11 VIEW ~Z W
S' TYP. 6' TYP. Q J
La i WJ >
02 O Us T- Q
12 TEMPORARY DIVI CRY DIVERSION ~Z
SCALE: 17 b -07.5 N. T. S. N.T.S. H
FILTER BLANKET
j OR (MIRAFl 140N) SECTION A-A FILTER BLANKET OR (MIRAFI 14ON) SECTION A-A ; 0 co °°OD
PIPE OUTLET TO FLAT AREA PIPE OUTLET TO AGQWGAT: ° 1Mi
6. f 1 NO WELL-DEFINED CHANNEL WELL-DEFINED. CHANNEL r-o 00 0) 0 Nero
GENERAL NOTES: l (D r 0) N 0-
GENERAL NOTES: 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND ao
1. La - THE LENGTH OF THE RIP RAP APRON. OTHER OBJECTIONABLE MATERIAL 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6. 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN Li j ~ LJ
J. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS ON THE PLANS, AND SMOOTH IT. Z -I Oj<0
TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE 3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR OTHER TOP OF THE BANK, WHICHEVER IS LESS. SUITABLE OUTLET. EPTH FOR PTH FOR 0- m
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE 4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR LINER LINER
RIP RAP AND SOIL FOUNDATION. SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE _ 5. FLARED END SECTION IS OPTIONAL. SEE PLANS FOR REQUIREMENT. PERIODIC TOPDRESSING W/2 INCH STONE. wn 4 >
6. SEE PLAN AND PROFILES FOR ACTUAL DIMENSIONS. Q~ J I~ i -
3 JN W
11 Z 0 WZ
10 CONSTRUCTION ENTRANCE PIPE OUTLET PROTECTION TYPICAL OUTLET (r OUTLET DITCH Qz
SCALE: N.T.S. _ SCALE: N.T.S. - 07.5 zo NOTE.
07.5 13 DRAINAGE EAST I 7E EASEMENTS ~m
SCALE: N.T.S. EROSION CONTROL DETAILS SHOWN ON NN N.T.S.
C 07.5 THIS SHEET ARE STANDARD DETAILS AS
REQUIRED BY NCDENR & NCDOT.
I I C=OZ5~
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r~~0~ a~ac~ pK't~ed 1~ ~~?Q~ hf+€~ "44ta~-~I~~ fl--OC.1~~" ~~,ut'!~ ~r~.,!~tl`~ ,'~~.r~d~"iN ~~;r# ~1d7r•,atEN' t~
GENERAL EROSION NOTES "'Ai"-~"A"cE ALL MEASURES STATED ON THIS SITE MAP, AND IN THE ~Y ~ _
-1~ r `a ~ ~ 1 7 i~ - ~
STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED - ~ r _ 4 ~ y..:
A. THE STORMWATER POLLU110N PREVENTION PLAN IS COMPRISED OF THIS IN FULLY FUNCTIONAL. CONDITION UNTIL NO LONGER REQUIRED FOR t - Z 4 Z ' O
DRAWING ("SITE MAP"), THE STANDARD DETAILS, ATTACHMENTS A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ~i r~ t a ~ ZF `w t ~ ~ ~ _ ~ o a
INCLUDED IN SPECIFICATIONS SECTION 02370 ("SWPPP"), PLUS ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED ' - TO o TO >
- {r.. ~ y~'t ~.ir t m OC ~ f!! -~~RALEIGH ROCKY R
THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER JS MORE STRWGENT, AND ~ t~auM ~ _ ~t ~ „ Fy M O W , • , , ~ : r` ~ r` YET rt ' {5
k l x_ f ~
B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM REPAIRED IN ACCORDANCE WITH THE FOLLOWING 9~' > ~ ~~s ~ ~ ~
WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE 1. INLET PROTECTION DEVICES AND. BARRIERS SHALL BE REPAIRED , ,
~ STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION.
. ~ r r" ~L~ C'' _ - ~ ~ _ N 6¢ g J ~ `'~,r`'~ _
OR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL
PERMIT (NPDES PERMIT) AND BECOME FAMILIAR a r ~ ~ f ~ ~r~ , ~ W o 0 0~ SR 1770 ~ a L ~ ~ ~ ~ h ~ Q o N
WITH THEIR CONTENTS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A r~ r { ~t . 0 _ , o , r t.~
' GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, WAL DART ~ ; W
~t ~ t~^ e~ ~ I ~ ~ k j1`~ i, Q J
C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY AND RESEEDED AS NEEDED. . ' ~ r , ~ ~
THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED - ,
AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS "h/' f t ~ ~ iifi__ ?,1ri ~ j Y S. Ill~llt ~ ~ _ E V!. w_x, { 111 t11 , 1 t H COUP. I , r~ f' ' ~ { T, 5 ~ : LL. 1111 ~ A ~tII
I ALL PHASES OF CONSTRUCTION. IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES yj~,C RAtLR0,4D i. ~ ' , , _ ~ _ , ' ,j 111 ~~i rp ~ ~ .t :.,"a SS l iii
' WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. ~ i r i ~ ti ~ ~ 0; oEE Ipti••~j'
D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM ~ a. ti ~ ~ 5 ~ ~ . 19837
TO FEDERAL, STATE, OR LOCAL REQUIREMENTS -0R MANUAL OF PRACTICE, AS 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION ~ w~ ~
APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED WHICH WILL PREVENT TRACKING OR FLOW OF -MUD ONTO PUBLIC
BY PERMITTING AGENCY OR OWNER. RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE I ~ r ~ d h . • { ~ ~ ? D. 5 1
ti. ; ~ ..r' ~ t ttili111 m - 0~
E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION EXITS AS CONDITIONS DEMAND. ~_~r~ c:~ ~a : +~rara: Ma 1
CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD 77'+.i*~JIY' Y!' ~~~+~"t3f3'•W ~'7'~a(i~J1Y' 14 °r';~ti~ C+J"iYi iti'w~ae+4 ~'d~'11~" W 1~ 0 YN phi
MUST BE MAINTAINED ON SITE AT ALL TIMES. CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY
NOT TO SCALE
F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA
OR AS REQUIRED BY THE GENERAL PERMIT. AS CONDITIONS DEMAND:
G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE
-AND STORAGE RREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT
MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE
FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. DESIGN CAPACITY HAS BEEN REDUCED BY 50%
H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT
CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.
I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS
SHALL BE MAINTAINED ON SITE OR READLY AVAILABLE TO CONTAIN AND
' CLEAN-UP .FUEL OR CHEMICAL SPILLS AND LEAKS.
J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND
OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION
OPERATIONS IS PROHIBITED.
K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL
' BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM ATION TIME SCHEDULE
LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER SOIL EROSION/SEDIMENTATION CONTROL OPERATIO DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. ER
NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SP ~ L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED T SCHEDULE HEIR SPECIFIC PROJEC
ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION CONSTRUCTION SEQUENCE JAN FEB MAR APR MA JUN JUL AUG SEP OCT 1G SEP OCT NOV DEC JAN FEB MAR APR MA JE1N
PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. TEMPORARY CONSTRUCTION EXITS
M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE TEMPORARY CONTROL MEASURES
STOPPED FOR AT LEAST 7 DAYS, SHALL BE TEMPORARILY SEEDED. THESE SEDIMENT CONTROL BASINS
AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST
CONSTRUCTION ACTIVITY OCCURRWG IN THESE AREAS. STRIP & STOCKPILE TOPSOIL i
N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS ROUGH GRADE
PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS STORM FACILITIES
SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST SITE CONSTRUCTION
CONSTRUCTION ACTIVITY OCCURRWG IN THESE AREAS. REFER TO THE
' GRADING PLAN AND/OR LANDSCAPE PLAN. PERMANENT CONTROL STRUCTURES SEE EROSION CONTROL PLAN CLEAN-OUT MIN.
~ FOR ACTUAL PIT DIMENSIONS STAKE
O. IF THE ACl10N OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION FOUNDATION /BUILDING CONSTRUCTION ~I i I - ~ rn..
ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT FINISH GRADING
OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER LANDSCAPING/SEEP/FINAL STABILIZATION
A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO
INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS ett~- ~ ~ _ (J
SET CLEAN-OUT { ,1l~~ I ,~i Z
' CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDE0. STAKE AT t~2 ,~-"~;Tlilr.~~„r~.!; ~~'~=~a,~ 1 .~I~ I~~--`P~..ii~h~ Z ~
PIT VOLUME ,-fr, FILTER FABR/C ~ {n Q ~I~- W
P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES 0 ~ ~ ~w
ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. ~1~10,~~ .5~~ ~f ~r~ EMERGENCY BY-PASS = O J
BELOW ~ fn F- - !A ~
Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING oVERflLL s sETrcED Q Z DESJGN ° FOR SETTLEMENT TOP OF DAM ~ Z I-
SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE a O { { SETTLED TOP ~ ~ - ~ ~ SEE EROSION CONTROL PLAN W Q
COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH I~~ r Z FOR ACTUAL P1TOlMENSfONS ~ ~ J ~ W { v%. /Y~°`yl~l ~ ' l~ ~1~." t. fyl fl` l~f/ l 1 ~t ,J ~
~ ~ ~f'~ l r l ~ l~/ ,,1~ a MIN. .F~~~<,, l ~ ~ 1~1~~I. i _ - J 0~
THE STABILIZATION OF THE SITE. ;F.p.l3~ t~ ~ ~ ~ \j/~,r~fi~~zli. lVjAl `~°~~1~I ~ Q ~~ll l i ,~k l/ ~x2.~ Sl!?E ~l\l, ~ ~ ~ / %y~ ~ ~~,SLOPE MAX.% % i~I
R. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED ~I'~~ ~ti~ l~ r ICI i l1\ y l y ! ~ 1, l ' : ;fit` l~f l / l,~ ~i 1~ . E ` ~ Q tip`.A~\i~4\fk 4~~\ ~\l~ :.v~"~i . ~i;~ti \r\ ti,~~~~f~ ~.rl~~\ . ~ ~ ~ f n ~ 7
~~dM EF~OSI~N ANU StUIM~N 1 ATIUN I I-IK000iH IMFLtfMtN I A I IVIV VY t3GJ 1 f'~~~` ,~'~~'.~l~:l~`~FILTER FABRfC~,' l~~if f,S~aE ~;,r~;ti,~~~^~ ~,1,~. rraTuRAL i~l / ~ l ll~ / ~~/k?~//~ ;;SLOPE MAX./ / GROUND
MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE 1, ~ ~T l r~. ~ ~l~
NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT ~E-1 II ~ ~~'I'-I~~T~Ii~~ll~l!~1~,~~~ ' ~l~- ir~,~ E r ~~i~{T~i,.,~ -EI
'i REQUIREMENTS.
i ~~~E¢ s ~ rn • , _ ro
Z ~T01U~ S~Cj/alV
' S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING ~Q GENERAL NOTES: ~ , a~3. e ~~rn
PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. ~~Ta ~o~~ 1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remave all
ooa=Z surface sail containing high amounts of organic matter and stockpile or dispose of it properly. Houl ~ n
x~DDm ° 2 a I`ac= all objectionable material to the designated disposal area.
T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, co~o o°a °a zNoQ-n 204; 4 40~ " " 2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and w
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION STRUCTURAL STONE 48 b>4 SEDIMENT other objectionable material. Place the fill in lifts not to exceed 9 inches and machine compact it. \ axo >4 SEDIMENT CONTROL O U} ~ Over fill the embankment 6 inches to allow for settlement. Q
D y D NOTE ° 2 0 2 2 a P STONE AND SEDIMENT CONTROL MEASURES SILT FENCES, ETC. TO PREVENT EROSION. STONE IE H Z section in the embankment. Protect the connection between the ripraP and the a- 3. Construct the outlet
coN USE CLASS I RIP RAP FOR STRUCTURAL o°o ~o g $o$Y AND POLLUTANT DISCHARGE. °z STONE AND PAY FOR AT THE CONTRACT UNIT o2g~° a X844 eogq o soil from piping by using filter fabric or a keyway cutoff trench between the riprap structure and
PRICE PER SQUARE YARD OR PER TON s oo PLAIN RIP RAP CLASS I. as $ a° ~a the soil.
m USE NO. 5 OR NO. 57 STONE FOR Place the filter fabric between the riprap and soil. Extend the fabric across the spillway Z UJ (0 $o g~88a foundation and sides to the top of the dam; or ZD
3 SEDIMENT CONTROL AND PAY FOR Excavate a keyway trench along the centerline of the spillway foundation extending up the 8~8 82
AT THE CONTRACT UNIT PRICE PER TON ° o 0 0 o~8 D84° ~+F - SEDIMENT CONTROL STONE. oVD- .$;$p oaoao~o° ~ FLOW CL Q sides to the height of the dam. The trench should be at least 2 ft. deep and 2 ft. wide
t am DO NOT USE SEDIMENT DAM IN °OO~o3a;dood B° ;a°so;a°8, 70 z with 1:1 side slopes. 10~ Z z
-G A LIVE STREAM. o 2 boa a o X84' 1 H °o a b~°o b° 2 s 8,~°0 $o U 4. Clear the pond area below the he elevation of the crest of the spillway to facilitate sediment cleanout. oa~,e ® 5. All cut and fill slopes should be 2.1 or flatter. LU __J d
Q i ~ 6. Ensure that the stone (drainage) section of the embankment has a minimum bottom width of ff. >
R A opy a z and a maximum side slopes of 1:1 that extend to the bottom of the spillway section. UJ o
i ~Z 2a22g~g° ob°4 ob ,a°, m°D ga 7. Construct the minimum finished stone spillway bottom width, as shown on the plans, with 2:1 side z A ° N o slopes extending to the top of the over filled embankment. Keep the thickness of the sides of the
~s $qs < a w spillway outlet structure at a minimum of 21 inches. The weir must be level and constructed to
M m 213 STREAM WIDTH Z co grade to assure design capacity. H ~
ZD MAX. 5' MIN. 0 8. Material used in the stone section should be a well-graded mixture of stone with a d size of 9 _5, M;N• = o - inches class B erosion control stone is recommended) and a maximum stone size of 14 inches. o 0
1 Z o ( a So The stone may be machine placed and the smaller stones worked into the voids of the larger stones. o o L0
p S;t ° 2°°ab° ~°;b° 4°;b° •~Ij I°oe r ras FLOW J The stone should be hard angular, and highly weather-resistant. 100 °o Z ~ Th C14
-I w W 00 W a 9. Ensure that the stone spillway outlet section extends downstream past the toe of the embankment Z "1 ro
- - 12" THICK SEDIMENT V CONTROL STONE ' THICK SEDTNENT until stable conditions are reached and outlet velocity is acceptable for the receiving stream. Keep ureos STONE °a the edges of the stone outlet section flush with the surrounding ground and shape the center to 04 ~ confine the outflow stream (References: Outlet Protection). °CF,
- - m LU %
t~- 1O. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage G;
i - HEET 1 OF i the embankment. Z J SHEET , of , the sediment pool and downstream from the 0 ° X o 11. Stabilize the embankment and all disturbed areas above
1634.01 P d~~ 111 trap immediately after construction (References: Surface Stabilization).
i 12. Show the distance from the top of the spillway to the sediment cleanout level (one-half the design
r depth) on the plans and mark it in the field. LLj QCY)
TEMPORARY ROCK SEDIMENT RENT U Jr J "
1 DAM TYPE A L.I 0U
Z 0 lZ
SCALE: N.T.S. C-07.4 QZ
NOTE: r2 SEDIMENT BASIN ROCK DAM TYPE B Z°
EROSION CONTROL DETAILS SHOWN ON SCALE: N.T.S. C 07.4 "0) M W
STANDARD DETAILS AS THIS SHEET ARE
REQUIRED BY NCDENR & NCDOT.
3
3 i

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i -
~ - ' - i -
- i i
i m
. - ~ -
~ - - R STRUCTURAL 1.4 GENE AL
~ / z V
i{ ~ ~ 1 ' ~ " ~ t DESIGN CRITERIA FOR RETAINING WALLS SHALL MEET OR EXCEED I " ~ ~v 1.1
i " ' E ~ , THE WAI-MART RETAINING WALL GUIDELINE DATED 11 29 04 AND
r- ,rte ~ t , ~ I 1 I ~ ; t , i ` ~ ~ F !F REVISED ON 5/12/05 & 5/19/05. b . t `s ~ n ' ~ , ( ~ fi
n v f E , . s /
~ ~ ~ ~ 1.2 ALL DESIGN AND DETAILS OF CONSTRUCTION SHALL CONFORM TO THE v, o ~ \ I t z~ ~t ~
f ,/r / G i ~ \ 7 APPLICABLE REQUIREMENTS OF THE FOLLOWING. SPECIFGATIONS: o_ ~ ~ w
~ ~ f e'er / e'~'f / f+ ~~i f l t~ f J ~ ! ~ ~ ~ I yr ~ v tJ N ~ 1.2.1 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NGDOT} ~ w ~ { o
~ ~ l . ~ ~ ~ STANDARD SPECIFICATIONS FOR: ROADS .AND STRUCTURES ~ ~ ~
i / t 1 ENGLISH LATEST EDITION. _ \ ~ >
r CA ~ + t f ~ ~ ~ ~ ~ " . ~ AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION ~ ~ 1.2.2
t -`T2= .5O ~ t l r f ,r r*~ s ~ ~ ~ I TIONS FOR HIGHWAY . ~`o '`~POE11 62,, t OFFICIALS (AASHTO} STANDARD SPEC FICA r~ ~sr.~2 - ~ ~ ~ ~ <
~ t . _ _r / ~ i ~ ~ <r BRIDGES, LATEST EDITION. ~ n
~ f ~ ~ 1 < < ~ l ~ ~ ~ ~ ~ r t t ta± a.~ ,,d' ,
rs ~~3' 1.3 IN CASE OF DISAGREEMENT, SPECIFICATIONS IN 1.2 ABOVE SHALL N a c<<~ GOVERN IN THE ORDER IN WHICH THEY ARE LISTED, AND PLAN 00 \ o 0
]Jk ~ y , NOTES AND DETAILS SHALL GOVERN OVER ALL. ~ ~ c ` 'e` ~ i'k, ¢ a N
173 ~r / ~ ~'y^ i O ~
--rya ^ r,~~; ~i~~ ~ ~~g2 ~ ~ ~ f, r ~ io7 1 t { ~ cs, . L ~ a ~ 1.4 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS INCLUDING, ~
v ~ ~ C / ~ w « n, r ,4 - .s.s~» . ~ a ti f ~.c . - ~ r., ! ~ ~ ' bcz BUT NOT UMTTED TO INSTALLING TEMPORARY SUPPORTS SHORING .AND w 0 ~ PTtO ~ sc"-- ~ ~ ~
. r 4 _ l k Qj ~ ~ ( ~ ~ ~ ~ S r~i.:ai.-ice . . f (g~ r f ~ 7 ~ '`7 r ~ ~ d ..ws q! : ~ SY}d A2kG Tt ~ ° 4~ ~ 4, s~~_ BRACING SO AS TO ENSURE THAT CONSTRUCTION OPERATIONS PROCEED ` N M ~ ~ 0o rn o ~
y ...,`7, ~l " rte. ~ f ~ ~ ~ _ IN A SAFE MANNER.
i ~ . ~ ~ ~ THIS WORK SHALL INCLUDE THE CONSTRUCTION OF TEMPORARY
i v . ~ ~ ~ ' ~ STRUCTURES NECESSARY TO ENSURE THAT CONSTRUCTION OPERATIONS CAR ~~~ii
~ ~ ~ ARE PERFORMED. IN A SAFE MANNER ADJACENT TO AND ABOVE AREAS OF o`~.•~' ESSi r ~ :z.~°~ oN9~9'. ~ a ~ PUBLIC USE. SHOP DRAWINGS, PREPARED, SIGNED AND SEALED BY AN : e ~ y
s ~ t ~ ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA SHALL BE SUBMITTED ~ SEAL
_ . ~ a 6.00
, 9 < < '`o,, ~ ~ FOR ALL TEMPORARY STRUCTURES. ~ 19837
- - - - THE CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL ~°~F~ci EAR'
~ ~ ~ 4 ~ ~ `1'ry- OPENINGS, PIPE SLEEVES, ANCHOR BOLTS, INSERTS AND OTHER ~i~ M~
-.,i EMBEDDED ITEMS FOR ALL TRADES PRIOR TO CONCRETE PLACEMENT. ~pltuHlt 01
~ a _ ~ ~ ~ . ~ C ~ ~I f ~ ~ 1.6 THE CONTRACTOR SHALL VERIFY BY FIELD MEASUREMENT ALL ~y ` ~ I 0
f` 1 ?'fit rn,~ t ~ t ~ ~ ~ 1 ~ ~ ~ DIMENSIONS, CURVATURES AND ELEVATIONS OF EXISTING STRUCTURES
L.961 ?C£4TxkA'd 7Mi ! ~ j ~~66~~(?'~T7 ~ _ ~ ~ ~ THAT MAY BE REQUIRED TO LOCATE, ALIGN, DIMENSION AND DETAIL ~ ~ ~ ~
StlS 3k -OYtt '@'d .,`4 t ~~l ti, V~.IO~J r?IIP7 .Y~ ~ 1 ~ k >r ~ , ~ ~ \ ~f THE CONSTRUCTION SHOWN WITHIN SPECIFIED TOLERANCES. THE FIELD
s~ f \ i ~ ~ j ~ ~ / MEASUREMENT SHALL BE PERFORMED PRIOR TO THE. PREPARATION
t. SEE GRADING SHEET FOR GRADING/DRAINAGE INFO. ~ t 1 ~ OF SHOP DRAWINGS, AND THE MANUFACTURING, FABRICATION AND
2. SEE SITE PLAN FOR MORE INFO. ~ t ~ I I ~ 1 ' ~ ~ ~ INS ~ ~ , INSTALLATION OF ALL ITEMS OF CONSTRUCTION. ALL VARIAT 0 1 ~
i i ~ ~ ~ 1 1 1 t eJ« t, I ~ ~ FROM THE CONTRACT DRAWINGS SHALL BE BROUGHT TO THE ATTENTfON
4'V S ~aQ~, ~ t Nq ` \ ~ OF THE ENGINEER PRIOR TO THE PREPARATION OF SHOP DRAWINGS. ~ ~
~ - 4 r ~ i ~ @c ~ y~H ~'o ~ , ~ ~ ~ ~ 1.7 CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO WALL
I ~ t 1 [ t Cn e,&~01m C ~„n' m.. INSTALLATION. WALL CONSTRUCTION SHALL ACCOMMODATE EXISTING
1 PLAN. RETAINING WALL 01 & 02 AND PROPOSED UTILITIES A5 REQUIRED.
2.0 CONCRETE
_ SCALE: 1 „=50' C 0s
2.1 CAST-IN-PLACE CONCRETE SHALL BE CLASS A CONFORMING TO THE
4 PLAN. F • TECHNICAL SPECIFICATIONS AND THE NCDOT STANDARD SPECIFICATIONS. PLAN. RETAINING WALL 03
SCALE: c-os SCALE: 1 50'
18Q a 180 - ~ ~ f is I
~ .~~.,...w~.~~ ..e .w.~..- ~_.v = ~k..~....~~_ ~ 3 Q m.~~ ~
f ~ ~ ~ ~
I ~ PR~ar~.-~-cE.-.-~_-~_-~ s 175 ; EAR~F-AC~..ol.-WALL .175 185 ~
~ o ~ 185 ~ ~ ToP WALL j ~ F_ _ _.a.~.~_~w, ( { ~ ""'3 3 t t t R " ` ' ~ t !
M ~ I i "
r I ' ! ! 30 FES ? I ~wa._ _ ~ NOTE: E .
~ ~w._,.. t ~ i9 ~ 1 s 4 CONTRACTOR TO C40RDINATE PLACEMENT
1 ._..~~.~..~e..__ 1170 FRONT; FACEDF 1NALL ~ ;170 i I ~ d_.m_..d ~ i 1 OF 4 CHAIN LINK FENCE FOOTINGS TO .w..... ,..m...d.._~m.......,.~~.,W,..~e.~•.,~~ ~s_~_~m~..0.,~.~f.,.~.._.,.m...,.,.~._...~.......,~.~
~ i 1 ] f 3 j. i ~ , i " '180 f AVOID ANY RETAINING WALL TIE STRAPS.
i ; ~ f ~ o L......>..,............_..m,._..r... -,.e.~,u..,,.~n....re.,e....~.._...........d....... _~4. A..~..w.. ~._.,_,.~.er_. - t ~ 3} T(' S SHALL HAVE FENCE ~,..--~~m_. ~ I 4 CHAIN-LINK FENCE PER ALL RETAINING WALL PROP'•~GRADE~~~t°` ~ INSTALLED ON TOP SIDE 4F WALL AS SHOWN.
{ 4 t 1 1-, ~ r ~ , _ ....s,..._....m......._ _ ..,~.~..,....v....._.e:........,.,-__ j y t a m.- ~oP~ WAL-~-----~- REAR!P~AGE~OF~WAU.;___._.~..~~..I ~ DETAIL, SHEET D-03 fr , E "
! ' a 4 ~ ! II 1 ~..a....-v.,.. ....~.~.,....E.,,. ...~,..V,LL~.. .-...-.~~R.~.~,...,~...~.._.~.....,.~.,...nA..e...__......- _ ~ .-..-_....a~...-a z... ~ - ~~.a~~_.~ 7 E ~
~ E ~ ; I 12+01.67 ~ ~ I E.~.~~_~ ~ v _ o s . ° I c 185 ~ sr~. 10+00. r7r;~0 ~ _ .~I ~._A ~.o s ~ w w
. -~--;~--~rm171:~a j ~ `TOp;4 ; ~ 175; ~ ' g.,~~_-_~~ ~-~-.m~._ LEI~ELIbi6~--!?AD-__~...~A~.~._~_.~_~.4.__. ` ~ . ~ _~~r~.~.~. ~ PROP.~'GRADE- . ' ~ ~175~ ~z PROP GRADE - _ _ , o FILL FACE OF COPING FOR
fi ` ~ ~ g E ~ E ~ .e..__~~.~. / _.,RONT-FACE-0I ..~..__~~.~..~~~d.~.._.~__.~:._.~._~~_~.~...~_~_~.4.,..~a . ~~,_.a.m.w.. _._.r_..~__. . ~ ~ FRONT 'FACE OF-..WALL - _.~~.._a . ; _ ~ N ! RETAINING WALLS
~ ~ , I I E r-____~. . ...M. , EX ' N ~ p
~i ~ ~ z ,.a._.. ,~_n e€~....~..~..__._.~ .~.~.~.-~._.__w ~ ~ I ~ I ~ _ _ _ _ . I~~. GRADE ~ I w z W
1160E ~ E ai• ~c X160 f " Q _ _ ~ Z
170€ r I ~ a E F ~ ~ i E X30• RcP _.i 170 ' PRECAST COPING F - - ~ e.
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1. ALL FlLL MATERfAt IS TO BE IN PLACE, AND COMPACTED BEFORE
INSTALLATION OF PROPOSED UTII.TTIES. 9. iN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN iN THE Fll1.D, THE SANITARY LINES, STORM LINES AND GA5 LINES EXISTING AND INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT QR
i 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORRIES INSPECTORS 72 ( A RIA HOURS BEFORE CONNECTING TQ ANY EXLSTING LINE. PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WffH COMPLETE. THE CONTRACTOR MUST CALL THE PPROP TE UTILITY « _
' MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIQfS OF CROSSING, COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATEON TO REQUEST 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: EXACT FlELD LOCATION OF UTfLITIES. IT SHALL BE THE " ~ THE WATERLINE SHALL HAVE MEGIiANiCAL JOINTS WTTH APPROPRIATE I r---
I 8 PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12 DEEP THRUST BLOCKING As REQUIRED TO PROVIDE A MINIMUM OF 18 RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL IXlsiiNG ~ ~ ' ~ ! E ~a ~a o ! $ ~f r' A ~w
8" PVC SDR26 PER ASTM D 3034, FOR PIPES .MORE THAN 12' DEEP CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 U11LIT?ES WHICH CONFLICT WITH THE PROPOSED. IMPROVEMENTS SHOWN AWWA C-151} (CLASS 50). ON THE PLANS. ~ ~ ~ ~PROPOSED f ~ ~ ~ , z
6" PVC SCHEDULE 40 ( E D ~O~D 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR DUCTILE IRON PIPE PER AWWA 0150 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AN CERTIFICATIONS REQUIRED BY CODES AND OR U11LIlY SERVICE COMPANIES. ( STATE EMPLOYE: ~ ~ ~~..w... _.:..~E ~;~I ~ ~'~i 1 ~ _ t~.~ ~ ~ z~ ~~t I ~ ; t ~ r o a ~i
BEFORE BACKFlWNG. / 4. WATER LINES SHALL BE AS FOLLOWS: THIS AND THE FNAL CONNECTIONS OF THE SERVICE SHAU. BE COMPLETED ~ GREDIT UNION ~ ? ~ ~ i _ ~ . a Q
6" AND LARGER, PVC C-900 PER ASTM D 2241 11. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY T4 BE 30 DAY$ PRIOR TO STORE POSSESSION. FLUSH WITH PROPOSED PAVEMENT ELEVATIONS AND TO BE ONE FOOT ABOVE r t~ - . F ~ o
CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 FlNISHED GROUND ELEVATIONS WffH WATER TIGHT LIDS. 18. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR 1 ~ k € 1f" i' ~ ~ o w
6" AND LARGER DUCTILE IRON RIPE PER AWWA C150 1 ONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY INSTALLATION REQUIREMENTS AND SPECIFlCATIONS. 2. ALL C SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER, ANSI 816.22 COMPRESSION STRENGTH AT 3000 P.S.I. 19. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. € - 'r ` ~ ~ ~.1-. 1 ~ _ ~ ` E' ~I_ ~ ~ I - ~
OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241: 13. IXISTING UTLLTfIES SHALL BE VERIFlED LN FlELD PRIOR TO F I ) ~ r ~ ~ ~ , ~ I t~ ~ : 4 `1 I E .
INSTALLATION QF ANY NEW LINES. 20. UNDERGROUND 3-PHASE INSTALLED BY THE -POWER COMPANY WILL BE 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5 BEHIND BACK-OF-CURB(BOG.) (TYP.} , : I I.
6. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST 14. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 21. CONTRACTOR TO COORDINATE TEMPORARY POWER SERVICE WITH THE ~ r. I : a n ~ ~ ~ I c
BLOCKING AS CALLED OUT IN SPECIFCATIONS. 15. CONTRACTOR ~ RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS POWER COMPANY. , . ! E ~ +I - ~ ~ ~ ~ o ~ ~ , I~ i a s
7. ALL UTIL.mES SHOU BE :KEPT TEN 10' APART PARALLEL OR OF THE LOCAL AUTHOR111ES WITH REGARDS TO MATERIALS AND " ~ V ~ ( INSTALLATION ~ THE WATER AND SEWER LINES. 22. 2 GAS INSTALLED BY THE GAS COMPANY WELL BE 2 BEHIND BOG. WHEN CROSSING 18 RTICAL CLEARAN (QUTSI E EDGE F PIPE TO ~ 1 =1, ; ~ r o - . - , . ~ f
OUTSIDE EDGE OF PIPE 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION 8. CONTRACTOR SHALL MAINTAIN. A MINIMUM OF 3'-0" COVER ON ALL AND OR ELEVATION OF EXISTING UTIL~IES AS SHAWN ON'THESE = 23. AL`l NECESSARY INSPEC116NS AND/t3R CEI~TIFlCATIONS REQUIRED°,,BY CODES ~ ~ # ter 3 . ~ t ~ a ry
P S I$..BASED ON°-RECORDS OF THE VARIOUS T1TILITY COMPANIES, AND/OR UTILITY $ERVIGE.._CQMPANIES SHALL BE. PERFORMED PRIOR TO. WATERLINES. ANNOUNCED BUILDING POSSESSION AND'THE FNAL CONNECTION OF SERVICES..~,y i • 3 t~ 7 FHA ~ ~
o~~w, , 2" ~ ~ •C € ~ ~ I, EX. 12 WATERLI E z
< , ~ ~ ~ ~ ~ ~`~GAS COMP ' , p i n. r ~ 749.i2R' ' ~ ~ 2 GAS BY ~ i' ~ w GAS COMPANY p ~ ~ i' R , t I a ~
i s 'fir ' ~ t z„.. s ,.r = s.-~ - r ~ e .M.. v e` ' 300.t7A' ~~s t 1= ~ i ~ ' ' i r. N M tt tq CO h tl0 41 O Lt .w V ~ ~ ~ r _ r ~ 's _
v . „ ~ r ~ c t 12" GV ° ~ REACTION BLOCKING ,t ~ r ING - 9 ~ 11 n ~t
" ~ 12" GATE VALVE 12 z8" t k k 12 Xa ,TEE - EASTPOINTE U - ~ ~ ~ ~ ~ ~ f ? ~~unn? ?r f ~ ~ ~ , r ~r EX a ~ i~ t,ES . EASEI~fE1V T
b F MECH.. JOI
BLIND :FLANGE I , s m~,... - °`W/TEMP. 2" BOA ' r 300 l:F - 8 DIP SS ®0. %
--GATE-- r ERVICE `S ~ v O a S5 ~ 0.40%° ~ ~ ,TIE.` PROPOSED DIP WATERLINE ~ Q i~ ? -
..e~..„ IVVV ~V ~l s , ~:~a'~s"~ ~ ~~~5~ sERVICE ~ r:. ~ , Ta~Ex. II~ST GATE VALVES, SEAS N~f130 ~ 1~ , ``~r, B SS SERVICE ELEC m~ ~ ? . t; ' ~ REFER TO SHT. C-10 FOR MORE Q0 ~ 6 'SS SERVICE , i, I ~ ~ 19 8 3 7
,w.v _ - . ~ ~m.~ . Fu: I~ ~ I -~~F~~~~SERVICE : ING ~ ~ ~ ~ ~ i - ~ INFO ON EASTERN AVE. WIDEN tr} ~ .,s . • ~ ~ ,,,U„ r; ~ AND EX. UiiLilY RELOCATIONS
~ ' , W ~ h - ~ .GINS
. 2" GAS SERVICE ~ LEG. ~ . IF t:..~,. 14
SERVEC ~ ~ . ~ ...w._ 2 ,METERS ~ n~;:~ 6" SANITARY SEWER LATERAL AT MINIMUM 1.0~ SLOPE. ~ F G 4 -~DIA.....CONC. ~ ~ ~ ~ ECE = - -?2' ~ 4 ~D1A ` CONC. ~ ii~~?? D. ~ n ~ ~ . TELEPHONE 55;1 , H~tE ~ ~ II SERVICE . 4 DIA CONC. a ~ ~ ~ ~ » ~ - SERVICE - p, _ ~ ~ cI
A COORDINATE WITH ARCHITECTURAL PLANS. . , . ~ _ ~ . , . , - UNDERGROUND TELEPHONE ~ W PE K COPPER ~ ~i ~ SS MANHOLE ~ sERVicE . ~ 2 GAS SERVICE ~ TOP = :1:.78.49. Ok 1~I k I ~ n . SS MANHOLE I i ~I
° ` . TNSTALLED...BY TELEPHONE. COMPILM' ~ GAS.ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE FOR ` i TOP = 178.40 s z_ ~ INV IN:'1fi7.40 49F a ~ „ 13 U RGROUND TELEPHONE ~ ~ _ I `cr, fi -a , TOP 182.19 G
INSTALLING PIPE BOLLARD PROTECTION AT METER. CONTRACTOR ~ ~ ~ ~ INV. OUT=171.18 ~w ~s~~' SHALL COORDINATE WITH GAS COMPANY FOR TYING QF m _N. N4 1.; t ,e r„~~,~~,;~ ~ i ~w ~ I ~ ~ ~~~dETER SET I °BY TELEPHONE COMPANY _ - , ~ IN1Y~ OU ~=167.20 I ~ ,4 OIA. CONC. ~ , , INV. IN-168.32 R ~ , ~ .e~ i W ~~~,,K COPPER ~ ~~b
INDMDUAL METER. ~ ~"~`~»'~~a`'°o f ~ ~ I -,1 SS MANHOLE ~ k INV. OUT=168.12 i ' ~ ~ _a< _ ~ ~ ~ sERV~cE`~n~.) I I 2 METER sEr ~ I ~ t, , _ F,_ ~ _ _ _ ~ W~IYPE~`"K' COPPER ` pp
CONTRACTOR 15 RESPONSIBLE FOR COORDINATIQN WITH '`5 ~~,o-*'h ~ ~1 Q --INV.....IN.=.169.72 SERVICE TYP. `i"I ~ ~ ' f ^ ~
C GAS COMPANY REGARDING THE SIZE AND INSTALLATION QF GAS ~ o~~~,~a"~ ,3 ( SERVICE LINE. g~~ a . ~ ~3 ~ ~ ~ ) ~ .120' . ,So~,~l ~aS 4.40% a INV. OUT=169.52 ~:~~w, C s + ,
"N] I o =1 _ e ~ ~ ~
~ 3/4 PVC CQNDUff FOR TAMPER SWITCH. ~ ~ , ' ;z~ $o . I ~ 1
OT , E PROPOSED LOCAT10N OF TRANSFORMER PAD. CONTRACTOR TO ° r si ~ e i o-
' VERIFY EXACT LOC.ATIQN AND SIZE WITH POWER COMPANY PRIOR TO ' . ~ , I I I~ ~ E` ~ ~ ~ 5oto.9~~ v, , ~f LOT, ~ r,
INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ` ' INSTALLATION OF CONCRETE PAD. CONDUIT AND PIPE BOLLARDS 4" ~ a . ~ - .m..,___ 10 >::4627s9 P ~ I ~ :
i . AS REQUIRED BY THEELECTRIG COMPANY. CONTRACTOR SHALL ~ ~ ~ ~ COORDINATE SAID WORK WITH THE ELECTRIC COMPANY. FINAL ~ . ~ ~ - ( , 4 ~ DIA. CONC v ~ - ~ . , ~ . ~
. LOCATION OF TRANSFORMER AND BOLLARD CANNOT CONFLICT WITH I , SS MANHOLE t r _ , . . ~ ~ I ' TOP ....:180:67
~ ~ TRUCK ACCESS TO DOCK DOOR. ~ ~ ~ ~ ~ ~ ~ ~ .~-U,. ° ~ ° ~ .a ~ , ° I • _ I .~u„•. ~ ~ I t! 14VV~°~IN-166,72 ~ - ,v N- . .
~ - UNDERGROUND TELEPHONE TO BUILDING TO BE EXTENDFI3 BY ~ ..N~ ~ UT=1 I I~ I ~ : ~ ; ~ _v ~ :INV. 0 6~, ..•k s ~
F TELEPHONE COMPANY. ~ , .e . ~ ~ _ s a.,.. ~ - ~ b ..r _ _ - i ~ 4
CONTRACTOR IS RESPONSIBLE TQ COORDINATE WITH THE TELEPHONE ~ , „ ' Z - ea~ 1
~ o G COMPANY FOR THE INSTALLATION OF TELEPHONE LINES. r. .~a_u - ~,m ~F ~ e,. ~ W
= t.~ CONTRACTOR SHALL. COORDINATE THE TYING OF INDMDUAL METERS ° I _ ~e~ ~o- wd ~ WITH THE ELECTRIC COMPANY. e o.. ti ~ ' , e. ~ ro ~ y - ~ ~
,.p ~ , . ~f r. , h L. - z .~--~~-i-- _
' 3" DOMESTIC WATERLINE ENTRY 4TH METER PER NASHVILLE PUBLIC ~ p ta A'! - _ , WORKS REQUEREMENTS. CONTRACTOR SHALL Bf RESPONSIBLE FOR - u. 'ice ~ ~ - n _s ~n~oa°~~'~, ~ a') _ _ - ~ tx~
INSTAWNG ANY APPURTENANCES .ON THE DOMESTIC LINE SUCH AS " _ _ . _ _ 7 '9~ - - ' . ~ f~ _ _ -,ACCESS DRIVE ~2. _!F r' ~ d'
&ZL~ ~ a, - - BACKFLOW PREVENTION DEVICES GATE VALVES ETC. WHICH MAY BE _ ° ~ FHA REQUIRED. CONTRACTOR TO COORDINATE WITH NASHVILLE PUBLIC H~ ' P V Y~ ~ _ - _ t~- _ ~ r _ _ ~ , - ~ ,
, WORKS DEPARTMENT. _ rv- ~ m_. ~ ~ _ . ~ Z" WATER_TO YARD HYDRANT(~,~}m°~ ~ ` kk } 2° IRRIGATION°~WATER ENTRY{o~.oo} , ~'„(f} ~ I I q~~
~ SPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED T4 INSTALL _ . , - ~ t; ~i I ~ .
I I ~ m..._ I T . ANY APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT ~ I _ i. ; - . , 2 WATER -METER ~ v~- ~ - I~= ' ~ . ~
UMTTED TO, A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ~ - ° ~ . _ - - „a K YARD HYDRANT -SEE DEVICE, IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC., 2 ~1RRIGATION ''WATER FROM STORE ~ i v ' ~ n `TO` LAWN IRRIGATION ~{a+a.oo) = WIC ~ , P:ROP:OS 8 ,DIP WATERLINE ~s
MEE?ING NASHVILLE SPECIFlCATIONS. . ~ ° ~ ~ .v ` , -~U1ILITY DETAILS ~~w . I _ _ _ - _ ~ ~ RATED LID a. ~ ~1 ~ / ~.EX. 1 ALL Z GATE VAF.VES s r ~ c.._ {3} 1-1/4" CONDUITS FOR IRRIGATION _ ~ ~ ~ E
~ , ~ PROPOSED FIRE HYDRANT AND ASSEMBLY, TYPICAL AS INDICATED. DOid. WATER-~~~ . H ~ J I i i i~ ; _ CoMROL ENTRY,~~~i}.~~~a~~~2) 1' coNDUrrs - ~ 1 ~ ~
FOR IRRIGATION CONTROL AND UTILfiY HOLLARD ~ ~ ~ .,,DOM. W TER ' I '{I ~ ~ I t , I ~
K REMOTE GARDEN CENTER UTILTfiES PIPE BOLLARD. SEE DETAIL SHEET. ° y I ~ ~ I v .
~ ~ , _ , _ IRRIGATION CONTROLLER INSIDE.. _ p ' i i ~ ! 2 WATER 8 DIP WL
~ ~ ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TR,4FFlC SHALL BE H-20 LOAD RATED. THE TYPICAL PULL BQX SIZE 8" hIRELINE METER _ ~ ~ REFER TO SHT. C-tfl FOR MORE ,'~~w _ , INFO ON EASTERN AVE. WIDENING __I I
WILL BE 18" X 24" 24". DEEPER BOXES MAY BE REQUIRED WHEN - R- ° - _ i i ~ _ BACKFLOW _ I~ ~i ` ~ AND EX. UTILITY RELOCATIONS I. ,
THE GONDUFf ALIGNMENT IS AFFECTED BY OTHER UTILTfIES. THE I . ° PULL BOX SHALL BE INSTALLED PER THE MANUFACTURER'S I ~ ~ ~=w _ ~ PREVENTOR TO . , ~ 5 . C OUT. Gtr ~ tt: 90i6A7
SPECIFlCAIION WITH A CONCRETE COLLAR AND A MINIMUM OF 8 OF I ` ~ z ' W ` _ HE .INSTALLED , 8" FIRE 'LINE z INSIDE BLDG {o+~:ao} k _ = ~ ; 09 a 5t3t:6s ~ 8 SINGLE I,
GRAVEL COMPACTED PER PROJECT SPECIFlCATIONS. lF USING A ' ~ ~ ° ~ ~ ~ ~ PULL BOX TO CHANGE DIRECTION THE MINIMUM BOX SIZE SHALL BE " " " _ ~ , BR-7 ~ ~ cLEANOUT ~ . I I ' 4 DIA, Ct~NC.
48 X48 X 24 PRE CAST CONCRETE WITH SEPARATE MANAHOLE ~ ~ ~ , 3 ` pU p - - - ` , ' . ti INV.-168.90- A ~.SS MANF~OLE ' ~ ` i _ _m_ ~ ~w_ ~ w
1 LID AND CQI.LAR. I I ~ I: _S TOP ~ X72.33 '177 ~F - ~s --~vc Ss ~ ' .V a. ~ I:. ~ ~ I _ ~ `i ®.3.oD%. - ~ , INV. IN=;463.59 CO)
~ ONE 3 CONDUIT SHALL BE GARCON TYPE "DB DIRECT BURIAL ` a . _ _g~ SS SERVICE PU BO L _ (~+s4.oa} ~ ~ ~ 1 ; ~ INV. IN=h 62.02 10}
TELEPHONE DUCT OR SCHEDUtE 40 PVC. INSTALL GALVANIZED PULL PU E WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE WITH A MINIMUM 00 3 °=~tNV, OU~161.82 n.,..,_.
i PUWNG TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH ' i ' ~ ~ ~ ~ f ~ .e ~~r. . . ,
SHALL BE "24". INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH ` I BURT D GABLE" QRDING 12 OVE CONDUIT. I BR-~ I NTEGRAL E W AB ~ ( ~ , _ ~ { . `GAS METER Q BLDG: 1 3 CONDUIT FOR SECURITY CAMERA B ~ t_, ~W~BOLLARDS .w:~
. I ~ ~ ~ - {~+e~so}, ~ - °aw~.. a p - - ~ _ - r _ ~ ~ I -
' N 4NE 2" CONDUIT SHALL Sf GARCON TYPE "DB" DIRECT BURIAL ~ ' ~ ` ~ TELEPHONE DUCT OR SCHEDULE 40 PVC. INSTALL GALVANIZED PULL 1 " I l .
WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE WTTH A MIN[MUM ~ ~ ' 128 LF 8° ~ SS ~ 3.50%
~ PUWNG TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH PULLBOX L ` ' SHALL BE 24". INSTALL AN QRANGE DETECTABLE HAZARD TAPE WITH _ - SERVICE ~ ~ Fk~ 50tt.56 _ ~ a ~ R ~
INTEGRAL "BURIED CABLE" WARDING, 12" ABOVE CONDUIT. THE 2" LP ~ i., t+~ ~ T LICK I oa~ ( E 5263.86 CONTRACTOR SHALL `REFER TO ARCHITECTURAL PLANS. FOR : i
CAMERA CONDUIT SHALL BE SEPARATE FROM THE 48O VAC LIGHT d ' ~ ( I ~ .a FIXTURE POWER BY A DMDER PLACED EN THE LIGHT POLE BASE 1 u oPED ENTRANCE ~ I . ; 4 DIA :CONC. EXACT LOCATION AND DIMENSONS OF VESTIB LE, SL UNDERGROUND 3-PHASE c~• ; ~
JUNCTION BOXES. ~ RAVING, EXIT PORCHES, RAMPS AND TRUCK DOCKS, PRECISE . BY-POWER.COMPANY. , . BUILDING DIMENSIONS-AND EXACT UTILITY ENTRANCE L4CAlI0NS: ~ E E e' ~ / "TOPS ~~;167.90
ALL CHANGES CN DIRECTION QF THE CONDUIT SHALL UTILIZE STANDARD a„ $R ~ , . t ° ~ ~ ~ ~~1N IN-=157.34 . , I F ~ ° I
SWEEPS WITH A MINIMUM BENDING RADIUS LISTED IN THE NEC. NO ~ m ~ ~ ~ ~ ~ ( , ( I ( ~ II - f . MORE THAN (2} 90-DEGREE BENDS WILL BE ALLOWED BETWEEN ` ~ T , ` . ! ' ~~1NV. OUT=157.14 ~ .
OR A TOTAL OF 180 DEGREES COMBINED IN SEVERAL PUWNG POINTS, _ z Z
BENDS. PULL BOXES SHALL BE LOCATED EVERY 400 FEET UNLESS , _ THE COMBINED TOTAL QF BENDS REQUIRE ADDDIONAL BOXES. , W/BOLLARD 2 2" CONDU OR FlBER OPTICS ; : ~ ~ ~ € ~ ..~E Vic. TRANSFORMER PAD:.&',BOLLARDS ~ I: °r; Q
_ ~ I ~ i - - ~ _ ~ BY ..CONTRACTOR) ~ ~ ~ ( Ao I U 7C1C1,22~ SQ.r ( ~ ; II 3 E ~ Z
p RESERVED , _ k TRANSFORMER{BY POWER COMPANY} , t : "SINGLE I I i. ~ ~ ~ , ' WAL MART TR,~G, _ I i x~ Z rY
y I ` ~FE-178.00 ~ I _ _ o p, . {a+oa.i~} CLEANOUT ~ ( IX. 12" WA LINED`" ~ (A Q - : LAT ~r~ 34 PC ~ INV.=172.5 ~ ~ i ~ n~ ~ ~ W
' UTILITY EASEMENT -WIDTH VARIES. ALL U11L.ITY EASEMENTS SHALL ~ ~ BE CENTERED UPON THE UNDERGROUND UlltllY OR UPON ~ ~ .,.TELEPHONE SERVK:E s ' ~ ro, ~ ry ~ w tin e ti ~ : ; ~ U J
- F EAS ENT ~ , ~ 1 i. WAL MART's PROPERTY LINE IN THE CASE 0 THE UTILITY EM ~ ~ CENTERED UPON THE PROPERTY LINE FOR THE TOWN OF NASHVILLE. I; oa - . DUMPSTER-DRAIN ~ ~ L._ . _ , ~ ' . , t - = O J
a ~"1/I~i9CLeN1~R TDP=a n.SD , s" Pvc_ ss . ~ , , ~ .~m~ ~ >
I ~ ~ ; ~ i INV.ouT-175.00 , . ~ ~ . ~ ~ Q N Z Q 5.00%. ; ~ _ C=143-SGL-NO
°4°.M1 ( ' I ~ 6" PVC SERVICE FROM ' I , ' J ~ Z ~ O DUMPSTER DRAIN TO ! 19 ~ a ~ ~ l , _ 4459-.00 , ! ~ w Q
BR-3 ~ ; SSMH ~~os; ~ ` BR°-~8 I~ ~ ~ I ~ ~ Z
I ~ 53 430 F ~ 4 N ~ ~ , w m
iE ~ ``I GROSS'FLOOR AREA ? ~ ; ;,~9D BI DIP ss ~ 2.50% ,I , ~ Q
1 1' ~ z I :
I R_ ~,2~~14 ~L/f. ~ ~ ~i ' al I ~ Q U PVC . I.r:~ J= is ak T~
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,;I~ I, ~ o ,i I
~ . SINGLE CLEANOUT N: 4906.32 ` ' , ~ ' 1 _ ` ~ ° REFER 10 SHT. C-10 FOR MORE
I BR-2 Z : I i I ~ I - D6 INV.-189..50 {o+µoo) 5,525.04 ~ ; f ~ c INFO ON EASTERN AVE. WIDENING _ , . J '
N: 4592.34 4' 'CIA. CONC. ~ i,: { I ,1 ~ AND EX. UTILITY RELOCATIONS ® rn ~ u 07 E 5525.37 I j' 1 ~ i ~ ~ " r ~
a _ _ 3 i SS MANHOLE ,E 1' ~ ~ 4 DIA. COND. TOP = 175.50 1 I ~ ~z ~ ro o
~ _ a. SS MANHOLE INV. IN=166.06 07 r f 3 ; ! ~ ~ _ ,
~ i ~ ~ v P ~ a. ~ TOP = 177.00 INV. IN=164.09 CO ~ ; I ~~n..
1i11V'.1111=9R93R` i?nr nirr_~ez~e ~~N
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( Nashr+Ne, North Cgrvfina FOUNL)ATi4N SUBSURFACE PREPARAI'KIN Marsh S, 211Pg 1Nal-t~.irtStare iiq{s9~4Q x r ~ ~ E j I ¢ <~)t ?a I I i ~ ~ E G
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LNVI.ESS SPECEFK:ALLY IND€CATEb OTHERWISE IN THE pRAWINGS AI~(OR (~dlcb3,~il6 € SPEClF€CATIflNS, TFI£ LRaiITS 4F Ffd& SUBSURFACE PREPARATION ARE l f ~ ~ , E~ ~ ` ~ ~ ; ~ ~ F, ~ ~ l z i=
CONSIDD TO BE THAT 1~RTIQN 4F THE SITE DIRECTLY BENEAThI AND 10 TILL MA~ftIAt itEQU€R~7 Fit THE BUILDING PAD SHdLI CONSIST OF FEET BEYON? THE BUS?MiG AND APPURTENANCES. APP{AiTENANCES ARE AaPR(}vEb Ott-SITE MATERIAL OR OFF-S€TE MATERIAL CONSISTING OF L4NP ~ -e----' € i { ~ .4 i ~ ( to fr Q .3
THOSE fi13~iS ATTACHED TQ THE ~11LDMiG PRQPER AND TYPICALLY INCLUDE,.. PLASTICITY CQ€iESiVE FILL ~ GRANULAR FILL CONTAINING AT LEAST 20~ 6 I I l;. ~ r 1 ~o
~T NOT LIMITED 7O 1'NE BUILDING SIDEUdALKS, GARDEN CENTER, PORC€1E5, FINES. RAMPS, STOOPS, TRUCK WEILSt DOCKS, CONCRETE APRONS AT THE E I ~ ~ ;f I N t ~ i~ ! i~ I
AU7CMAOTIVE CENT>=R, C4MF14GTOR PAR, ETC. THE. SU>30A5E GOES NOT LAGATK~N WiTH RESPECT Tq FINAL GI'id?E P.€, L.L ExiEND BEYOND THE. LihdiTS OF THE ACTUAL BUILD~IG AF~D "CHE BUILDING AREA, UAPER 3 FF,ET 25 50 ~ t r--:...-gyp. I I i~,~x r s I I~~ I~
APPURTENANCES. d-.--- (1 ~ i ~ -•'I' ~ t ~ ~ ~ `I ` gyp`! ]j~ 2 ~ 1
FILL, SHALL BE: PLACED IN LOOSE LIFTS NOT E7CC~DING $ INCHES iN E3TABLES'fi THE FINAL SiJBGRADE ELEVATION FOR THE FL44R SLAB AT .93.5 THICKNESS ANA COMPACTED TC1 AT LEAST 98 PERCENT OF TtfE STANDARD I t 3f ! I a~p~ a ~ PROPOSED ~ ~ ~ ~ I; s` } ~ ~ n ~ I I~~~
INCHES BELOW FINISHED FLOOR EIEt+ATICi;I'IQALLpW FQRA 5.5 INCH SLAB PRC?GTOEt MAX€MUM DRY t~htSITY (A$7M Diii?8) AT A N~lISTURE CONTENT TH~KNESS AND 6-WCHES OF SUBBASE, OR AT 10 INCHES BELOW THE '119TH1N 3 PERCENT 4F THE pPTfpAUM Nlt7lSTUiTE CONTENT. FILL Ir4AfiEFtip€. 9 ~ ~ ~ i =S ATE EMPLOYEES-~ _ ~ ~ ~ i I ~ _ ~i ~ I , I ~ s f ~ I : ~
FIFtSHlit3 FL0C3R ELEVATION TO ALLOW FQR A 4 INCH SLAB AND A B INCH pgF~ FBI RAISING MADE IN THE BUILDA+~ ANT! PAVEMENi AREA5 SFI OULp SUBBASE. ~R E1{RQBfD SLABS_ THE SUBBASE SHALL CONSIST ~ 4 INCHES. CONSIST OF APPROVED MATERIALS, KREE t3K QRGAN~S AND DEBRIS. THE ;g~ ~ ; CREDIT EJNIOi~~ ~ - ~ ' ~ I ' ~ ' ~ ~ x r ~ f i
DF COARSE AGGREGATE MEETING THE GRADATION REQUIREMENTS OF ASTM ON-SITE SAND SAILS EkCAVATE6 DURING GRADING flPERAT€ONS ARE i___..~. I ~ ~ ~ ' ~ ~ ra [ , ~ r '!~r i Q
?-44B, NO.5? OR 67 GDVERE? WITH 21NCHES OF €~IE AGGREGATE MEETING CONSI?ERED SIATABLE FOR RE'(I$E AS FILL. TF~ 4N-SITE CLAY SOILS THE GRA?ATIpN REQUIRL~I£NTS Of ASTM D•d48, NQ. 10 WITH 6% T4 12"'0 SHOULn NflT BE REUSED AS STRUCTURAL FILL U4TTHIN THE BUILDING ARE+4
FAS5ING THE NO. 200 SIEVE. THE SII~ASE &HALL MrrET THE GRADATION OR WITHIN 3 FEE3' t7F FSdESHED 5i16GRAl~ IN THE PAVEMENT AR€AS. REQUIREMENTS Oi€TLINEQ ABQVE AND OF NC~RTH CAROLINA DEPARTMENT OF i ~ f~ ~ j ~ . Q ~ cv ! ' ~ i 1 ~'s I i i
I TRANSPOftTkTI?N (NCDOT) "STRND~ARD SPECIFICAT~3N3 FOR. RpAAS a"" ~ THE FOUNDATIdN SYSTEM SHALL BE i$OLA'TED SPREAD FOOTINGS AT f ~ \ ~ 1 _ I ~ r nr ~ o , if F~I~rI 1 _ ~ ~f; z ~y~, ,
STRUCTURE:S'. 1 I CCN.UA9NS AND CONTINU[kl55PREAD FOOTINGSAT7HE WALLS. t a \ `'~`"~'sµ, ~ ~ t ~ t~ ~ ~ ~ (w I 1 7} I yr ~ t ~ ~ 0 ~I~ I ~I ~ ~ I , Q
E T!~ CONTRACTS t5 RC-SPC}i'i51BL[r FOR OBTA~lMIG ACCURATE t ~ ~ ~ ~ TENS FOUNDATION SUB3URFAGE PREPARATION DOES NOT CONSTITUTE A I F MEASUREMENTS FOR ALLCUTANDFILLDEPTHSREOUIREfl. ~ { ~ ` ~ t i ,~i~;~ ~ ~ , ~ n~ 1 ~l IP ~ 1 ~``I1 { ~ 1 I j ~N~~~~naow
COMPiE7E SITE WORK SPECIFiC.ATlQN. tN CASE ©F CANFLIGT, ~iFflRSIATICN ! ~ .S ~ ESTABLISH THE FINIsL $UBGRAbE ELEVATION FOR THE TRUCK ?pCK COVERED IN THIS PREPARAT4N SHALL TAKE PRECEDENCE OVER THE WAL• r ~ a ~a \ `t ~ ~ _I y ~ ~i_;, ~ , I t ti i I f ~ ~ r~ a~`L,i~ !
tit~r!'r ~ ~ ~ I ~ r ~ ~ GpNCRETt= PAVFJuTENTAT 11 INCHES BELOW TOp flF PAVEMENT ELEVdfFION TO MART SPEGIFlCAT€ONS• REFER TO TIC SPEGFiCAT14NS F'4R SAECIFiC [ i. ~ I~, 1 a i t I: i ! r iUl ~ I I ~ ~ E i r~ ~t ( ~ 9 c~ i ca _ E i ~ ~uuurr?t
ALLOW Fri k ?-INCH CONCRETE PAVEMENT THICKNESS AND 9-INCH IhiF'DiiMATION NOT COVERED 1N THIS PREPARRT{~€, ADCHTIONAL ` a `i~ ti ~ ~ ~ AGGREGATE BASE. THE AGGREGATE BASE SHALL MEET THE GRADATION RC-COl~AENDATIONS MAY ALSO ~ FpUND.IN THE GEpTECHN{CAI, REPORT ~ ; ~ ` ! ~ ~ ~ 1 4 / i ` e 6 ~ ~I~~~ i I~ I ~ f ~ ~ ~
RE(k€IREMENTS OF NC?OT ABC (TYPE A OR B). THE CONTRACTOR IS PREPA{21=4 9Y TERRACQN, DATED hFARGH 3.200$. (GEDTEGHN€CAL REPORT IS 1 i I ~ ' ( ~ ~ ~ ~ 'o GB 61 S ~ ~ ~ , RESFKx;151BLE FOR QBTAINING ACCURATE h4EASUltEt~ENT5 POR ALL CUT AND FOR INFORMATION PURPf~SkS ONLY ANA i5 NO7 A GONSTRIlCTION _:.,IT-,,~v~-'-- " - ~ ' ~ , 4 1i~ 6~ ~ 1 ~ - t t f j' I i~=~1 i. ~ r Q O : EE5$fp ~ ~i
FILL DEPTHS REQUIRED. SPEBIF~AT€ONi. / ~ , ~ ~~C~
ALL EXISTWG STRUCTURES. TR'EE5 INCLUINNG STUMPS .VEGETATION. ~ ~ ; 1 ~ ~j ~ ~ ~ ~ ~ , 1 CB 39 ~ I ~t i I: SEAS t,,, ~ ~ -L,--^-tia I ~ ~ r ,I~~~ It ~ I' - i ~
TO I T Y T ~ N t '94 'LF,~ 18 RCP ~ ~ ~ PSp L, ROC} S STEMS, SURI"CIAL ORGANIC MA ERtAL< A R SOFT OR r j ' „ ~ ~ ~ OTHERWISE UNSUITABLE idATEAL4t SHALL ~ REAiQlt1:6 FRDhi Tti@ r i ~ } i ~ ~ ~ i ~ t , i ~ t. , ~ 19837 1 \ ~ d. ~ ~ ~ , ~ ? I ~ i i 1
PRC7P(~ED BUiLD~IG AREA EKISTING UTILIT€ES .SHOULD $E REMC~lED. _ , aDaiatsaNCd ANDA7R R6RpUTED AS N[CES",~ARY AFTER SITE sTRIPP~IGy CONSTRUCT A 13 LEVEL `SPREADER ~ ~ ,,t ~t ~ r ~ n~ i f ,i , ~i ~ , . .,F R,.
CLEARING, AND NECESSARY ExGAVATION5 BUT PRIOR TO PLACING NE1PV Filt, W~$ WX1 D'RIPRAP LINEDi BYPASS i \ - ~ ti ~ I ~ it ~i~ 9~C SM\ _`52 CF"'t8, RCP ~ l ' ~ ~ ~ iE~ D. ~
7HCRUt}LIGiiLY ROLL TFIE SITE WITH A VIBRATpRY RCYLi,ER TO PESJ5IFY NEAR CHANNEL X0.50% PER DETAIL l ` , ~ O.3a SURFACE 501LS ki+1D IDENTIFY ANY SOFT AND14R L(?DSE SOBS. tR+ISTABLE ~ ( ~ ~ ' e ~ ~ 't ~ ~ fit. ~4 t i ~~ff t1 ~ 0.30 ~ ~ ~ E , , = 160 LF t~8 FRCP ® 00~ , ~ lulu v ~ . 0, , ' ~ ~ ~ ~ 3; I f @ 8 LFP tB 1 RCR 4 ~ ~ p . d ~ d ~ ~ o ~ s i, ~ i k 1 ~ z~aci,xaw~
MATERIALS LCICATED ?URING ROLLING SHOULD BE REMOVED AND REPLACED r ~ ~ ~ ~ _ - - - ~ EASTPOINTE VENUE
AS DIRECTED BYT~GF.OTEGHN~fILENG€NEER. ~ • °`f 3 ~ 1 i ~ o'' ~ - - f ti I . ~ ; F'ES 59 GB 60 w--- . - - - - , ` ~ ~ : ~ _ _ - i , I ~
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INLET CATCH BASIN GRATE TYPE "RIM ELEV PIPE SIZE (in} & PIPE SiZE (in} & ~ s".''IN DEPTH ~ ~ ~y - _ ~ 4 ~ ~`e s ~ ~ 1 ~ I 44 LF 24 R P; 3>• ~ ,
I N0. TYPE EOP INV. IN INV. OUT / ~:x` ,8, 84 183 . " ~ ~ i i t y~ ; j~'`
3 8 151.45 - ~ ~ ' f ~ , 1 ,79 181 ~ ~ ~ . ' I, I q I.i
DI 1 SEE DETAIL SEE DETAIL 162.00 EX. EX. , . / t ~ 42 151.45 ~ r-.,~ ` ~ ~ , ..s ,f ~ a ~ ~ ~ o. `
18 155.84 f , , ~ ~-v.....---- ~ ~ p ~ ~ ~ i~ f: f ~ I,
DI 2 SEE DETAIL SEE DETAIL 173A0 42 155.74 ! ~ - 42 155.84 , . ~ ~ LQ"~T 5 ~ i l ~ CB 38 ~ „ ~ I e I I
24 164.05 . ~ a ~ ~U r°' ~ a ~ a a . . ~ JB 3 NCDOT STD. 840.32 NCDOT STD. s4o.54 176.80 42 163.95 ~ ~ f t p ~ t 1 ~ ~ _ ~ ~n ~ I ~ ~ ~ 1 ELI he ~(rt~a~?hp ~ ~ t 4 ~ yy I Bt i ~ ~ ~ •~l , ?
42 164.05 ~ ~ ~ 3 ~ ~ ~ ~ ~ r~~' , ~ 3 E.~I~~ 11~ I~IETZAI~D ~ ~.ti . t ~"t~~ r, S L ° f ~ f \ a ~ IE. ~ N~~~~a l ~f CB 37 I. ~
JB 4 NCDOT STD. 840.32 NCDOT STD. 840.54 176.70 42 164.75 42 164.65 ~ ti ~~~~,o i 1 ~ tP, ~ w ~ ~ I
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JB 5 NCDOT STD. 840.32 NCDOT STD. 840.54 176.54 42 165.91 42 165.81 ~ ~ ~ ~ ~ ~ ~ ~ , t ~r t ( 7 f k` I i! LL~
~ ~ T TE ~ E T _ ~ W I 30 166.69. ~ I ~ ~ a ~ a , ~ - ~ a ~ DI 6 SEE DETAIL SEE DETAIL 173.20 30 166.62 42 166.57 ,4 f ~ ~ ~ ~ ~ -LOT 3 e ~ ~ IS 4 ~ ~ -a ~ I . A ~ ~ I ~ ~ t _e,
~ ~ ~ ~ a ~ a ~ a a ~ ~ a ~ ~ a . ~ LET 2 ~ l ,9 ti ~ ~ ~ 1.23 AC. f ~ ~ ~ I ~ ~ ~ ; ~ \ 0, i ,I o . I .I, ~ I I i ~ ~ I ~ ~.14 AC. 1 ~ i~ is i
DI 7 NCDOT STD. 840.1.4 2x3 174.74 30 168.01 30 167.91 j ~ ~ 3 3 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ c~ ~ f I- ~ ~ ~ 4 ' RC
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DI 8 NCDOT STD. 840.14 2x3 174.74 24 168.30 30 168.20 f ( ~ r--' ~ / - ~ I "
; NOTE:, . ~ tF ~ CB 36
DI 9 NCDOT STD. 840.14 2x3 174.74 N/A N/A 24 168.49 ,t ~ ~ ~ ~ ~ a ~ ~ EX, WETLANCfS `SHAC~L N4T~ BE DISTURBED ~ ` ; ! I f _.._.ATaANY"POINT `BEYOND WHAT~..15 SHOWN- ~ e ~ \ f~ ~ 24 RCP ,r' ~ ' :i ! I ~ S I li r ! ` '
JB 10 SEE DETAIL SEE DETAIL 171.00 30 166.72 30 166.67 :'"l ~ ~ ~ ~ } ~ ~ ` ON'~THIS GRADING PLAN AND THE`°EROSION~ ' . ~ , ~ DI° 127 ti ~ 4 28 ~D~~~ ( r= DI 23 g ~ / I~ l!RCP ~ ~
; ' ; ,r'' ~ 3 % 'r ~ ~ ~ CONTROL PLAN. WETLANIN IMPACT IS LESS ~ r `"`THAN 0.10 AC, TOTAL SITE. `1 ~ 2~, RCR 6.~LF 24" RC i i " ~ ~ i I; ~ I ~ b.~ox ~ ~ ~ . ( CB 24 ~i
JB 11 SEE DETAIL SEE DETAIL 175.55 30 167.42 30 167.32 .f r ~ ' ~ ~ ~ ~ ~ ~ a ~ , ~ --,.a ~ ~ , , , J 1 v„ LF-3O" RCP 24 RCP" ~ ~ 1(1~. E v fiQ._Lf_-36 RCP ~j ; ~ 1 ~ ~ ~ ~ tt::30~_,r. ~---~-fi.25~ ®0.30 ~ t$4 E.~-42".R~ GB 22 ~ ` ~4 ~~"f~ ~ ~ ~ ti
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DI 12 NCDOT STD. 840.14 2x3 174.74 30 167.72 30 167.62 r;• ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ s s ~ ~ . ~ ~.I ~~~8 3fl GB 21 I ~ 0:3 a 48 LF N~ ~ ~t. : i ' t 5 RCP I t"t,2 LF-24" RCP'.. ~ ,~s _ w~ ti n
DI 13 NCDOT STD. 840.14 2'x3' 174.74 24 168.01 30 167.91 „fa a ~ ~ ~ ~ ~ 7 ~ _ ~ ~ ~ a ~ ,77 178 ; W - _ _ . ~ , ~ ®0.3D~ , _
- B 3A~ ~ ~ 18 LF-2" ~ r ~ fig.. ~ _ ~
DI 14 NCDOT STD. 840.14 2x3 174.74 24 168.30 24 168.20 ~,K:W. ~ ~ ~ ~ ~ -~-y a~ ~ , ~ : ~ ~ x'""24" ~cP~ . 32 LF: . ~ -44 I ~ I . t ~ : ~ ~ ~ ~ , EES 57
0:36 , 0:30 ~ ~ ~ _ ~ `3Q R .A. _ v i "352~-tf-42" RCP ~ ~
DI 15 NGDOT STD. 840.14 2x3 174.74 N/A N/A 24 168.49 ~ i i JB_5 ..a~ -~-0.3D~ ~ .M-~- ~ , i7 ,7 i; ~ 0.30% f .mss o o ^^h ~ , ti~ . I ,7, , ` 8 Lxfi'~N to
DI 16 NCDOT STD. 840.14 2x3 173.00 N/A N/A 24 168.90 ~ ~ a aj = i? ~ 18~ LF ! ' OBE 3 ~ . ,z7: ~ € na _ , CLASS A I~2IPRAP ~ t 24 LF ~ r~ _ ~ ~ yy) ~ I I i OUTLET 'I
1 I ~ ~ i~ x ~I PROTECTION
, FES 17 FLARED END SECTION N A N A N A N A 7 ` ~ ~~o.ao~' ; ~ / / / / 15 170.50 1. _ .x .~-d- 220~L, -42"""RC 22_Lx2fi W~; sO i ~ k ; F ~ A i_ s2 ~ X i , 1~ I t 9" IN~ DEPTH ~ 0,30 GLASS `B RIPRAP JB 43 t ' .t
} ' - " - ._w..- _ ~ OUTLET PROTECTON I ~ ` ..w 22 SIN DEPT~ki ..~RDL. I ~ ~B 35~ ' *
CB 18 NCDOT STD. 840.02 TYPE E 173.85 15 174.67 15 170.57 ~ ; » ` 0 ~ ~1 prr ~ tea ~ e• ~ ti ~ ~ 4 ~ , ~ ~ i` .I I
r i ~ r A~ ~Vi I .f ti ~
( GB 19 NCDOT STD. 840.02 TYPE E 173.87 N/A N/A 15 1.70.86 .r I r ~ ~ ~ ~ , ~ ~ ,~B ~ . ~ f ~ 1 I 1 ~ a I ~ ~ ~ I h.~ w. . ` 6
' / > ~ ~ \ 1, f / ' FES 20 FLARED END SECTION N A N A N A N A 42 169.00 ~ " e ~ ~ / / / / I I i t
A ROOF DRA1N'`LINES~~(RDL~~ CONNECT TO ~ ~ 'h`'' 74 LF.=. RCP \ ~ e `a - 'so I -„t ~ ~j ; ~ `~DOYVNSPOttTS. ~EFfR ~'O `ARCHfFECfUF~4L ~ i ~ ` ` k i
30 ~ ~ ~ CB 21 NCDOT 5TD. 840.02 TYPE E 175.88 169.19 42 169.09 - ~ ~ ~ ~ 42 , ~ ; ~ , ( ~ ~ o ` 6 ~ 1,fi5~ ~ ~ ~ : ~ PLAIDS FOi~~ QOWNSPO,UT "LOCATIONS. ~ FT~`P) p~ . i E ~o ; ; {
I~ i i h f~ I I ~ z 24 170.84 f 1
CB 22 NGDOT STD. 840.02 TYPE E 175.88 42 169.24 ~ ~ ~ 42 169.34 ~ ~ ~ - ~ : ~ ~ ~ ~ - zs x z' 1Lj~ ~ 1 1.2 j ~1 w 'e.. ~ D 3Q%' F J - ~ i l I ~ ~ 1 r~ ~ 3
DI 23 NCDOT STD. 840.14 2'x ' 178.50 N A N A 24 172.44 r ~ _ ~ ~ I i i ~ I ~ , f I ,r „ ~
3 / / . ~ ~ ~ h ~ ~ ~ ~ ~ ~ '~I I j h 1` - I 1 ,u.. 7 i 1 ~
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~ 36 169.99 r,, ; ~ ~ f •R a __"F©R D ING~ CB 52'~ , , EFAIL GRAD ~ L f s
I DI 25 NCDOT STD. 840.14 2'x3' 178.50 N/A N/A 24 172.59 rj " ! ' h• ~ r ~ ~ ~ ~ ~ f ys `y t, i E3 x1,77.9" 3 I
r 24 171.57 ~ i ~ ~ ~ ~ , i~ " z r ~ : ~ _ , , r -w--.... , ; - ~ ~j s
4 . TYPE E 176.57 36 170.57 36 170.47 ~ ,,ffu m f n. ` ROOF 'D~JN~IIN~SRDL). rCONNECI'; TO ' , ;r ES..S - _ - ~ : , _ ~ - w--~ ,
DI 27 NCDOT STD. 840.14 2x3 178.50 N/A N/A 24 172.57 ,r ~ ~ ! ~ ! ~ a ~y. ' , ~ - ' ' °°`~`DOWNSP4UT5. -REEF ~~f0 ARCHITECTURAL, ' ~ ~ i ~y `t` \ .e.:~-- ~ .~~~LaNS ~oR.oowNSPO aNS:°~?~P•~ F, F~~ c
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CB 28 NCDOT STD, 840.02 ' ' 177.70 24 3 72.02 36 170.92 i ~ 19 i9 z. r ; - ~y' r t acv f ~ ~ ~ , TYPE E 30 171.02 ' ` ~ ~ ~ 2 -24 RCP ~ . i
i ~ , . , r .30% ~ ~ i~ax ~ ;LOT,. 4 ~ , ``w' 2~ 6~ F-15" RCP ~ i .«.,~,e; ~~Ay~ > ~ ~ 4 i~ALMART ,PROPERTY L~ .3Oxw ~ ~ 8„ z . ~
D! 29 NCDOT STD. 840.14 2x3 178.50 N/A N/A 24 172.94 j ~ I ; , ~ ` - r%' ~ `r, `r, _ .8h 6:07'°AC. , L`y ~ e ~ ~ ~ n r< ~ 'w°' ~ l ~:I~ 3. 672 CI.F-q15 RCP ~ ~ Q
r 'y., 1 CB 30 NCDOT STD. 840.02 TYPE E "177.57 171.34 30 171.20 ~ / ~ I .--;T _ ,I z.s r ` ~ 'ra w '~r'', A' -^-..a.,. ~ `ti. ~ ~ ~i• "O A ~ p, pr U.tJ7o '+~'~r. i~ 9 " n ~ 'e ~ ~ ` ~ ~ ;i ( 1>V fi' FES ~ W
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CB 32 NCDOT STD. 840.02 TYPE 'E' 175.49 24 171.74 24 171.64 r ,t / / ~o ~ 68 U ~ ~ , 'fib LF-3 RCP •o~ ~ t ~ ; r~ s ~ ~ Z Q 1 W
~ r t1 ! I I 7; ~ ^ ~ J ~ l' r~ ~ f-- . ` SS t 1 ~ ~ J . ! ' 212 L ~:3:..
DI 33 NCDOT STD. 840.14 2x3 174.80 N/A N/A 24 171.84 y~ I ~ ~ ~ ~i ~ ~ ~ ~ R ~ t CLASS A RIPRAP ~ W ~
30 169.43 t ~ ~ ~ ~ ~ ~ ~ zs ~ ~ ~ ~ GB 34 NCDOT STD. 840A2 TYPE E 176.10 30 169.41 30 169.31 i ; „ 1,; ~ ~y,, ~'+h' ~ _ Q~.1 ~ ' t ~~i~ _i 3`.83% ~ ~ ` ~ f OUTLET PROTEC1ON J ~ ~ s ~ ~ ` of ~ ~ 9 IN DEPTH
~ , h i i BR ~ f`. ~ FES X17 ~ Z Q ~ C ~ 143.-SGL-NO ~ ~ 6 ' ` a > y' ~ ~ ~ ~ , ~ i ' ~ ~ . ~ t 76 LF- t 8 RCP >
`1 CB 35 NCDOT STD. 840.02 TYPE E 175.50 N/A N/A 30 169.54 r \ 69 1 6 O ""m.. ,77.5a AT aRAiN \ ~ e , . - 4459-00 ~ ~ . 'a " ` m ~ ~ ` 1' ~ 'QRQ1N GQES TO 3AN.`t ~ \ ' . 3.13 ~ , "t n n i .~...i.. t ~ RCP I-..... Z ~ Q
. ~ , _ _ ~y. si LF Sap CP ~ . ~ ~~~eR ~ re i~ ~ ~ Z 1 (A~, F 53 3O S .
CB 36 NCDOT STD: 840.02 TYPE E 177.90 24 172.56 30 172.46 ~ I ~ 'o hy. I I " _ ~S ~ '0.30 1 t t y. n. ~ ~ . 1 , ` GROSS FLOOR AREA ~ j ~ ~ ~ ' I~ ~ ~ ( } ~ ` v t ` 24 L`F
GB 37 NCDOT STD. 840.02 ' ' 178.50 24 172.96 24 172.86 ~ ' ~ i ~ ~ 1^ TYPE E , I ,ti i , ' I i A ~ tiV ~ t ti, 1 ~ ~ t ~ ~ ~ i
- ~ _ y ~ ~ ~ ~ t 1 173.35tAT~pRAIN 1~00°J~o ~ ~ f , ~ DI1 ~ ~ ~ , _ ~ 4R~ DRAT ~ ~ RDL~' ~ ~ i ~ ~ in
r _ ~ 2.69• ~ CB 38 NCDOT STD. 840.02 TYPE E 179A0 18 173.94 24 173.84 ~ ~ ~ ~ 1 ~ `t ~ 12 ~ t DRAI~3 GDES Ta`; r i R ~ ~ I i ~ ~ ~ s~ Nt II i i ,6 16 Lx2O W
1 f I ~ ~ ~h` ~ < ~ . CONTRACTOR `!SHALL REFER. TO ARCHCfECTURA`L PLANS FOR=, ` ~ ` ~ ~ , I . CLASS B RIPRAP oa ~ ~
CB 39 NCDOT STD. 840.02 TYPE E 179.73 18 174.24 18 174.14 ~ ' ~ a I e 'a~ ; h~' 62 l (n ` ~ EXACT LOCATION AND DIMEt!lSIONS OF VESTI6ULE, SLOPED ~ ~ _ ~ , t > ~ ` OUTLET PROTECTION ~ ~ r~ a, ; h~' fi _ p ~ ~ PAVING, EXR PC3RCHES> RAMPS AND TRUCK DOCKS, PRECISE' ~ ~ ~~~4•~z '~,i~'2 ~ ti ~ 22 IN DEPTH ~ ~ i ~
2 9' s r 1 i 79 ~ ~ CB 40 NCDOT STD. 840.02 TYPE E 181.87 18 177.54 18 177.44 ~ 1 ~ 2~ ,q, f 2 LF 24 ,.a% ~ BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.`' t JB=. 5 i. 'ti ~ ~ 0.30 , ~ ~ a ~ ~ ^~-c~ 6 i _ i. 't ~ 1. ~ ~ ~~S c r A ~ " ~ rv Y I : ~ ' - cd 4 ~ ~ N
0, HW 44 N v 24"
a h CB 41 NCDOT STD. 840.02 TYPE >E1 182.40 N/A N/A 18 177.84 112 LFL42° R g _2 1.D w~L;j h 3.83%,z CB ~4
1 zs ~ ~ Lt z J 11 x 32„LF o x o
FES 42 FLARED END SECTION N/A N/A N/A N/A 24 171.00 o I ~ I( D 1 h. ROOF DRAIN LINES, (RDL). CONNECT T 3 18 RCP a h i 6
JB 43 SEE DETAIL SEE DETAIL 177.15 RDL N/A 24 171.41 1 ° 111h DOWNSPOUTS. REFER TO ARCHITECTURAL 0 18.75% FOR DOWNSPOUT LOCATIONS. (TYP.) PLANS, HW 5
CA 621 s s a 9 A t 1
HW 44 HEAD WALL N/A N/A N/A N/A 30 169.00 10. > 62 %LF- RCP T°r, \ d ; ' x,0.30% ~'1 ~t DI 1; W Q0
l 1 i y D L0 10'Lx12'W % N 00 W C 00
JB 45 S S D A 1 6 1 o I EE DETAIL EE ET IL 7 .42 24 69.34 30 169.24 € . CLASS 8 RIPRAP > C,' ' 124` -18," P a OUTLET PROTECTION
s~j i0 ~ 82 1 11' 9~ i 0. » .30% z ,,2Y IN DEPTH z 1 17 n + ~ : ; 2 1F
JB 46 SEE DETAIL SEE DETAIL 175.96 18 169.89 24 169.79 ` ? BR 7~1 f BR ~ 178 f l4 W 7 cy 100 LF-15" RC 1~& RCPa I
CB 47 NCDOT STD. 840.02 TYPE 'E' 174.89 15 171.23 18 171.13 UJ _J
0 (n
CB 48 NCDOT STD. 840.02 'E' 177.17 15 172.7 TYPE 8 15 172.68 178 7 9 i~~. 6 1 L n ~ CB ,'5 i` Z 18Q (gypp pp~~-r
.w~ ~ I
CB 49 NCDOT STD. $40.02 TYPE E 177.17 N/A N/A 15 173.28 90 LF-15 P,,
t ~ CB 50 NCDOT STD. 840.02 TYPE E 162.67 N/A N/A 18 156.91 ® 0.30%"
ry`°1. ''4,. r~~ pax ar~~p4~gp r ~f ',1 r~, q,~,m~.v.~~~_ 'v.,, O yr, 1 : ~0 D58 7.075 lPO ~'~pk ~ US I w 1 s ; z p 20 c) tr)
CB 51 NCDOT STD. 840.02 TYPE fE1 168.30 18 162.90 18 162.80 CB 52 NCDOT STD. 840.02 TYPE 'E' 172.10 N/A N/A 18 166.50' 182 O 181 rn~ a pz N O
l OD
~ 17 777 Als ~s~~,~ o ffI i j \ CF) 1 n n yI, i r 1± 1 rco.. r N O)
r , rn ° . O ti., 176
HW 53 HEAD WALL NA 159.00f NA N/A 1 / / 8 152.00 DRAINAGE LEGEND-- r BEFORE YOU DIG r Mze i P.:~ u' uj~' s a ror Q / r ti i P d r
PROPOSED STORM DRAIN LINE CALL TOLL FREE CB 54 NCDOT STD. 840.02 TYPE E 163.50 18 158.10 18 158.00 m_ 7~J f E r 'h C: m hH O X m
PROPOSED CURB INLET CI 1 800 632 4949 zQo J a- LA_ M
CB 55 NCDOT STD. 840.02 'E' 169.10 15 163.70 18 163.60 t TYPE PROPOSED DROP INLET DI i ~
LL!
FES 56 FLARED END SECTION N/A N/A N/A N/A 15 168.50 p PROPOSED FLARED END i j 1 SECTION (FES) l 1 f li J
PROPOSED WYE FES 57 FLARED END SECTION N/A N/A N/A N/A 15 174.82 frt 'sur• ° 77~N LLI I PIP, i ~ rnu ~~sr . xx
a~wo O nr j t Z f f~ ; Okla 0.y. -a te ) ~N W Z
132 - EXISTING CONTOUR FES 58 FLARED END SECTION N/A N/A N/A N/A 15 175.00
178 PROPOSED CONTOUR ? j'' E i j ~uraW.. Jq D
FES 59 FLARED END SECTION N/A N/A N/A N/A 18 176.50 fiY~~ t CF) m C14 Lu
PROPOSED SPOT NORTH CAROLINA "ELEVATION ONE-CALL CENTER CB 60 NCDOT STD. 840.02 TYPE E 182.30 18 176.90 18 176.80 N SCALE: 1 = 50
E 1 'r aI F' 0 50 100 125 150 ? s
LC:B::61: NCDOT STD. 840.02 TYPE 'E' 182.30 N/A N/A 18 177.06
C=03
I
i

7th FJf~7S LUS: r @~'~%" $ ~ ~ ' ~ ~ i ~ ~ I d!
',4 , I ~ ~ r
WAL-MART 153 430 SF a ` i ! 1 '
PARKING SPACES 713 I TO " ~ I I € ~ _e 1 ~ ; ~ Ka ' R~ PTO SHT.~~-10
RALEIGH TO ~ I i I ~ ; ,FOR ~~IORE INFO ION E ~ ~ i ~ ~ RN AVE. WID ~NING
RocKY PARKING SPACES HC 26 .Hwy MouNT ! g~g f } F~ ~ " - '`I' I I
64 r TOTAL SPACES 739 ~ ~ ~ ~ b
T RRALS 14 CAR CO f I I j i ~ P'( 9 I ~ I i ~ I Hf w I Sm ! r i E!+ I I~ ~ ,I ,r S i! i s ur o ~ z
I ~ i ; i _ ~ ; z r----~ ~ j ~ z o i~
TI 4.8211000 SF RA o ~ h` $ ~IE ~ Nlr Q J
0 0
I ~ a r - ,ti ~ i ~ { I ~ g I ;~1 ~
I !tl j -a o~^ ( I_' t fA~l 8 'I I I J
4 RN 4 I ~ ~ ~ s }t 3 < ~o ,
oa ! I i j I~ ~ I I , I~ ~ N ~ I ~a PROPOSED ~ I ~ I. ' ~
~~_3 1 I STATE EMPLOYEES ~ ~ I (i f II r
~ SITE::. 54 _ 6 T - C , i CREDIT -UNION ' # i ; ! t° ~ ; I~ r ; I °o n
s ~ 1 EI N ~ ~ # €

~'r i I ~ f! ~ ~ t I ~ Q r -
~ ~ VICINITY MAP ~.r;W. , I_..._...... I 1 ~ I" I w w I 3P! r ~ ~ J
N.T.S. „~4*
~ p 1~-1 ~ ~ ~ ~ ; I 4 y~ 4 ~ E

~ `w, ~ j 8 , ! ? s ~ ~ R ~I~ ~ I l 1 ~ ~ ~ , , ~ ~ ~ Q
' ~~w,
~ t ~ f:, 't l s 3. ~ l I p6 I ~
M. ti E ~ 3 Y I I! SEAL y I ~ Q ~ ~9 1~ I E r ~ 1837
ti. CONCRETE MONOL.tT'HIC ISLAND I ~ Y Y • 0 ~I ~ 4' I~r , , I ~ t t ~ , ~
tzar€~ f ~o~' ~ , ! ' E •.NGINE~;.• ! J ~
STANDARD DUTY ASPHALTIC . I ~ ; 25'R ~ ; . ~ ~ I ~ I : ` PROPOSED ¢ ri~4 D. ~
CONCRETE PAVEMENT ) 3 PUMT/8 CABC 12 ...-3 % ~ ,f- i ~ -TRAFFIC Q ~ ~ I "
:12': I ` 12': , " ~ I` ~ ; n. -SIGNAL _ . „ , . ~ ~ ~-NCOOT sT~, . ~ ~ - `=~EA~STP~~NTE.-~ AVENUE ~ ~ ~ " ~ t -
HEAVY DUTY ASPHALTIC ~ _ . ' WHEELCHAIR -
ONCRETE PAVEMENT ~ 2 PVMT/2.5 BINDER/8 CABC ~..-EXISTIN 12" C WETLANDS ` o .1' .a ~ RAMP ~ i. Q _ - - _,~_._.:_.~.~.._,:r...._ i
' i` ~ 12' " ~ i , FV _ ~ t s --i~:~=- :'1:00 TAPER - I ~ r,. ,
HEAVY DULY • ~ - - PAVEMENT i ~ CONC./4 CABC r CONCREif " ' , 12 ' ~ I I
f ~22'R 35'R ~ r~, ;
_..~,._.._.._.._.._.._..r S l ~ ~ > '~w ~ , Y ~ - u r~ ~ I 40 ~ Y U I, 1;I j5:r'I ~ ,~a ~a
s EXISTING WETLANDS ~ 1 4 5 CONCRETE m N o,~ I I~,; I ~ ~a m
a ~ ° ~ SEE 5' DRAINAGE ' :r ~ SIDEWALK ~i ~i 13' : ' ! I ° j I _ , SEE LIGHT LEGEND ~ 1 _ _ I BV t~s-~-,~ I - - - - - AND NOTE BEL~iW & UTILffY ~ , ~ ~ - -
R PARKS f _ AN[ , 20 NUMBER OF CUSTOME ~ ~ P \ - / 1 EASEMENT v; 5 CONCRETE a~ ~ 3t' fi
PARKS ~ ~ ~ c 13~ NUMBER OF ASSOCIATE ~ , 1 ~ TYPICAL ON ALL ( ~ ' I ~ ~ ~ SIDEWALK ~ } I A$?}~ LOT LINES „ ~ ~ 10 P ; ~ I
V ' ri~~` HC PARK 1` , ` v ? F,~1 ~.~n~~,`^~,~ 44x40 ACCESS t '4m~~ t2' 12,1 , SETBACK ~I ; i ~
CC CART CORRAL ~ 1 t y ~ ~ EASEMENT Fri I, . I ~ 'far PYLON SIGN I I i
F ~ ~ ; ~ ~ 3 3 ~ - ~l ~,n~`~na ~ I s t' i
1 - ' ~ ~ . ~ - TRAFFIC FLOW • r - -s -3 ~ ~ 4 ~ 1, f ~ ti I ETBAC ~ I ; t~ REFER TO SHT. C-10 ~ 5 CONCR ,
I 25 R RADIUS AT EOP ,4 ~ ~ ~ ~ f5 $I# { ` FOR MORE 1NF0~ ON ~ ' :I";: , to , w,~ SIDEWALK I c ( ~ ,y _ -I ! EASTERN A IN
WHEELCHAIR RAMP t~ ~ ~ , ~ LOT 3 , 3s • ~ ~ ~ LOT 2 ~ r-~
~ 1.23 AC. N • ~ ; ; ~a EOP/~OP~ ~ • ~ ~ ~ 5 DRAINAGE 1.14 AC. I
6 WIDE FlRE LANE STRIPING PAINTED TRAFFlG RED W/ "NO A PARKING FlRE LANE" PAINTED WITH 4"-HIGH WHfTE LETTERING , ~ ' E E F ,t i i ~ - ~ f ( & UTIl.(fY m ~ i I ~ ~',i~'
AT 25 O.C. SEE DETAILS. - t~;Yes ~ ~i ~ EASEMENT '•I 5 ,~,t Y ` , ' y~ ~ ,TYPICAL ON ALL 3I ~ r
AREA STRIPED AT SYSL 4" AT 45' ~ 2'-0' O.C. ; ~ ~ - ~ ~ = ~ ~ s ~ ~ 'ti ~ / i I~. LOT 1JNES ~ G~ ~ ;25 ~
PEDESTRUW CROSSWALK WITH 4 WIDE PAINTED WHITE STRIPING I ~ ETBAC
~ ~ PARALLEL TO DIRECTION OF TRAFFIC AT 2'-O" O.C. - ~ ~ ~ ~ , s AND {t}-8" WHITE STRIFE PERPENDICULAR ON BOTH _r r ` s 2
ENDS UNLESS NOTED OTHERWISE. ~ SEE SITE PLAN FOR WIDTH. ~ ~ - ` ~ - i ~ ~ I ~ii ~ ~ ~I ~ g
v EXISTING ~ - , _ _ ~.4 ~ ENVIRONMENTAL CAGE _ WETLAND A. ~ CONCRETE ~ ~ ~ I I. i i SIDEWALK ~ ° }
, 22
YIELD" PAINTED WFgTE ON PAVEMENT TYPICAL SEE DETAILS. f E CONCRETE JOINtiNG AND FlLLERS TO BE COMPLETED PER DETAIL (iYP. ~ , u j Y 10 to R •E!) f
OF ALL EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE). , ~ ~ SETBACK SETBACK N a.. WALMART ~ - - - - ~ - - -
F LANDSCAPE PLANTER AREA ,J ,m / ~ ~ f ` \ 2~1. t4 25' p t~ ~ TIE TO PROPERTY + ~ ~X.,~. 22 R LINE Z m
X22 ~c7' EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, _
G LOCATION FOR STOOPS STAIRS AND OR RAMPS THAT MAY BE REQ'D. ~ / 1V0~?_~ T4 E 22 22 ` 7?u 1~ E 61x.8,3 ( -I I
RAMP PAVEMENT FLUSH WffH THE TOP OF STOOP. ' - - - - - x"10' - - - - - ~ SETBACK ` ~ . - - - r°~ 10'x135'} - _ ~ I ~ ~ ~ ' `25' R ~ ' ` E
6"~ PIPE BOLLARD TYPICAL UNLESS NOTED ~ k ~ OTHERWISE. SEE DETAILS. T ' ~ ! I ' I;
I J ~ { F AT GRADE OVERHEAD DOOR LOCATIDN, SEE ARCHITECTURAL PLANS ; yy ~ QI i ~ ~ ~ ~ ,,;.~I~:
~ FOR EXACT SIZE AND LOCATION FOR COORD~IATION WITH GML PLANS. t 1 ` ` ~ • ~ 5 20 R ~ D ~-W1 ~-1 I 38x8
~ i ~.S . y y W 4.5R ' ~ f ( 1 N
4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. f ~f~.~i I .f i ~ ~ 1! I I
I I ly tl K 12x36 CONCRETE COMPACTOR PAD AND 12' X 36' HEAVY DUTY Y X X Y \ 111 'I I I I I K
PAD (ORIENT FOR TRUCK LOADING}. REFER T4 ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. i i j ~ I i i ~w ~ ~ n
I I . I Q f~ , I E I I ~ i $8 CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE ~ WALMART ~ ,I i i ~ ~ - I i
L I i I WRH PROGRESS ENERGY FOR DETAILS. PROPERTY sws./24• - NOTE. PAINTE ISLANDS AT I ! i ~ 1 ~ 5
~ LINT ' 5 I - ~ i ~ 1 i ACCESSIBLE PARKING SPACE TYPICAL SEE DETAILS t~` 2D R ~ 9x9 ~ 15'R 4•~ /FRONT OF 5T RE ARE 10'x38' ~~-1 I i,~/ X N' I'/ W/5' RADIf I W ~ '
1 FOR ACCESSIBLE PARKING SPADE SIZE, SIGN AND EXISTING ~BR- PARK ~ V SIBLE SPACE ~ ~ ~ ~ 1 ~ ~ B
SYMBOL {"VAN -INDICATES AN ACt;ES , ~ WETLAND ~ ~ ~ ' I i ~ I B~ D s sIGNEO As sucH , ~ ' ' - ~ I ~ i AN HAIL BE ) I I i i I B By I A I ;
- SEE LIGHT LEGEND , ~ 13a ~ P4 RWI IPES - ` , t ~ rv. AND NOTE BELOW , ~o_i ~ _ ~ , _ _ " i I • ~ B B PAINTED ISLAND TYPICAL UNLESS NOTED OTHE SE STR I13 5' CONCRETE , • ~ B B A SIDEWALK ` ~
~ SHALL BE PAINTED SYSL 4" AT 2'-O" O.C. PERPENDICULAR TO ~ / ''m', ~ ~ m ' m I , ~ C i
THE PARKING SPACE. SEE DETAILS, f ( I 'I" ~.13~'i 24 I BR-7 ~ i ' BR-7 4 l II ~
O CONCRETE MONOLITHIC ISLAND 8'x9' PAINTED ISLAN ,l N , W/4.5 RADII (TYP.) ~ :19'x9',, X 25 , ' .IY~ 9'x9' ora/4 ~ {30x55 } _ ETBAC .,REFER TO SHT. C 10
10' X 15' STRIPED AREA PAINTED SYSL/4" AT 45' ~ 2'-0" O.C. f PARK ~ P AT JIB CRANE LOCATK)N. SEE ARCH. PLANS Y i X N ~ f !FOR MORE INFO ON PARK ~ / EASTERN AVE. WIDENIN
~I . ' ~ ~ ,
2 -0 LOADING ZONE AT ALL CURBED PARKING SPACES. ~ ~ I b , ! ' i ~ ~ ) ~ I ~ ~ ~ I ~ ~ ~ 4" PAINTED YELLOW STRIPING AT 2'-0" O.C. I r~~' ~ i ~ ~ ~ ~ ~ i 24 3 5 i ~_i I IM ~n
E ~ PERPINDICULAR TO PARKING SPACE. SEE DETAILS. ~ , IT; i~ BR-6 O ~ ~ 117 BR-6 ~ ~s+ o, ''H 5'R I
R PAINTED DIRECTK)NAL ARROW TYPICAL -SEE DETAILS. ~ ( - } s t 3 ~ BR-!9 ( 28 ~ 141 I F~ F, I . ~ ~ I . ~ O z
5 DRAINAGE 5 ! i( ( i ~ ~ I sv+a/4' i I & uTluiY I , LOT 4 _ ~ ° 1 TIE To
MASONRY SCREEN WALL 19'x9' ~ S EASEMENT 1 arc} ~ X ~ PARK , 38'xs' 4•.- . ~ U ~ ' f Ex. ~ i ~ Y ' ; .R - ~ ~ Z X w 4.5 R N WALMART PROPERTY
TYPICAL ON ALL 16.07 AC. , . ;_~~sl/4• ° to Z • LL'
K LINE PER ZONING ORDINANCE. LOT LINES i 5 j BUILDING SETBAC ~ I ~ B i~ ~ gy ~ v 55 p. , C ' ~ - . ~ Q B ' ~ ~ EAVY 'DUTY : ~I ; i ~,r
~ I ~3 J~ 124 ~I. ~ - B B U GREASE INTERCEPTOR -SEE ARCH/MEP PLANS W i f- ; ~ CONC; PVMT. _ _ i TIE TU Qr~ N i . B B sa st s4 3O ,"FOR 316;CRANE .,TRUCK..- ROU ~ W f ~ k., v v`. ~ V L.L.
I ~ ' ~P ICA E I n s~ Z ~I ; , ~ fir J
~ ~ ] 13~ H 3 V RESERVED ~ I SEA; SHT I G 0, BR-5 ~ ~ FOR.I~OR~ Fb I I BR-5 I I l , I ~ FFE=178.00 50'R >_v , ~ I x~ ~ >
mss" (rm~~assoc. ? a-
W t2'x45' BALE/PALLET STORAGE AREA } X X N ~ _ ~ ~ ~ l ~ ~a W Q z
I- X PERILOUS CONCRETE CURB & GUTTER - 2'-6 ~ ~ ' I ~ 1 I cl
~ ~ ~ ; 25 1 ~ i X24 ~ I ~ ~ ~ E t3 ~ _ ~ , ~ ~F-;~ ; ~ ~ ; ~ - J t~
' .SEE DETAILS. ~-f-i - ! I Y TYPE A CONCRETE CURB & GUTTER E BR-4 I I~s+ s+ t ~ > BR-4 I ~ " ~ ~ ~ ~ % G-~ 43-SGL-NO ~ I ~ ? Q
~ i~~ a I t J ~ _ ~ ~ ~ ~C ~ ~ _ , I S ~ 4459 00 _ ~ G ~ ~
'B' INTEGRAL CURB & GUTTER. SEE DETAILS. ' 24 Z TYPE t0 SETBA9~ . ~ ~ I I (ill, .ern enn nr ILIJ 1 ~ ;I ~I ~ V
~ AREA STRIPED WTIH SWSL/4" ~ 2' O.C. DIAGONAL PUMT. STRIPING 38 x9 PAINTED ISLAND • X > l~ x5v l L ll' ~ . All C115T. 4 F~ r V~. ' ~ X aAa+a~c M N (GROSS FLOOR AREA)
AT GARDEN CENTER LOADING AREA ; W/4.5 RADII (TYP.} ~ ~ ~ PARK 1 \ L = 3' ~ ~ s~ ~ ~ 0 t ~
_ I r~~ 2 UTILITY EASEMENT -WIDTH VARIES SEE SHT. C O4 (UTILITY r ~ B m ~ ~ ~ I B I I I PLAN) FOR MORE INFORMATK?N ' I I I \ =
t ~ ~ ' ~ ~ 123 ,,I ~ I ~ ~ G . ~ ~5 ~ r
Fv ~ ~ BR-3 ~ I BR-3 ~ _ ~ I' ~ $ ~ ~ m a ~IU, s, BR $ ~ I. r" ~ ~o a ( r
~ 16 i~ I r ~ 124 ~ ~ ~~I~~, i II J E 115 L~] ~ I I
( ~ ~ ~ ~ ~~o ~ ~ ! I ~ ~~rn
X X d' 9X9 aYS'L/4'/-- ~ SB i B ' ~ ~ ,fJ.-. ~ PARK ~ ~ ~ t 1 i I I N a
~l K 1 '~R R _ Cl-.
L ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY ~J # Y v( lE N^N
REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 13 124 ' TRUCK WELL SEE ARCH PLANS U N 15 R \ I I t0 w._.m
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT i ; r E I ~m B B 1 LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, E r"m B/B - I I I ~ I ~ j , `R S5 30 x50 ? O X " m C~ } 1 =O ~
TRUCK DOCKS PRECISE BUILDING ~a 3 I SIDEWALKS, EXIT PORCHES, 24 I BR-2
DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. s~'~r° 'r a BR-2 15 11 av Z ~s
3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, 20'R 9'x~n X Lo SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS PARK ~1 g g rrf X UYSL/' I A
ESTABLISHED. R K 'PAR z 1 z N E n L] (O 5 R- D U-) 65'R-""
4. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE 5'R ? I f g z OD 1 {c
ISLANDS ARE TO HAVE 30" CURB & GUTTER. ALL REMAINING ISLANDS w as , ARE TO BE STRIPED AS SHOWN. 18» WIDE SOD STRIP IS REQ D -'Z Afs BR-1 58 I >N 15 ~ I 1 1 t BR-1 ( 25'
BEHIND ALL CONCRETE CURBS. REFERENCE SITEWORK SPECIFICATIONS. px~~ - 38 u, z \ SETBAC, w z
i 5. ALL CURBED RADII ARE TO BE 10 UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. LV 1 o R~ r I U3 L r •f-
6. ALL DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT UNLESS SETBACK REQUIREMENTS 3U K , ,
OTHERWISE NOTED. i 10' ` O z ors
7. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE 6' HIGH PRIVACY SETBACK,? ? r a
ABANDONED REMOVED OR RELOCATED AS NECESSARY. ALL COSTS SHALL B1 _ FENCE (1' OFF BE INCLUDED IN BASE BID. FRONT - 25' -50'R 1 1 a , Y Z
8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, SIDE = 10' PROPERTY LINE) ~ ~ `INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, REAR = 10 0 J ? I 0. WALMART I? - 65R I N
PROPERTY LINE 0) Ji
SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK HEIGHT = 35 X p , SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES ` "mss o ° Lo i
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COSTS f -s Gi R~: 1 I> i O i 2 e
SHALL BE INCLUDED IN RASE BID. A w. i ` r 9 r ~ I. / Ej (n 6)NO 5 : CONCRET I m co 00 I f N ? co Z SIDEWALK
9. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM LIGHT LEGEND f, A SURVEY BY A LAND SURVEYOR. -SEE SHEET C-01. -"ti„ s; I I NOTE l t` I i REFER TO SHT. C-10 rn N rn
Tdk. 10. TOTAL LAND AREA IS XX.XX± ACRES. KV GFR 5 1000 PSMH F 27e POLE 3, BASE, 3240 WATTS t J]Xiin ~n4r. k y al FOR MORE INFO ON
I 11. WETLANDS PRESENT. 1 t t ~ EASTERN WIDENING TAK
BV GFR 5 1000 PSMH F 27' POLE 3' BASE, 2160 WATTS f 12. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED H a~ o I 6 ~@tG p~y~~k ~ 83yd yp~y f 1 0Xm
"THE WAL-MART STANDARD SITE WORK SPECIFICATIONS". i BEFORE YOU DIG LV GFR FP 1000 PSMH F 3HSS 27 POLE 3 BASE, 1080 WATTS YOU DIG 04
13. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. 1 CALL TOLL/ FREE ALL FREE
14. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. --m GFR 2 1000 PSMH F 27 POLE 3 BASE,1480 WATTS 1 1 800 632 4949 15. PARKING SPACES ARE 19'x9. SEE DETAILS. NOTE: NON -PROTOTYPICAL WAL-MART LIGHTS >32 494 tu,1 I HIGH PRNACY TIE p > rn a
16. FOR CONCRETE PAVING JOINT DETAILS & INFORMATION, SEE DETAILS. FENCE" (1 OFF C I t i 0 PROPERTY LINE) I I _j N
o 17. PAVEMENT MARKINGS ON EASTERN AVENUE SHALL CONFORM TO NCDOT STD's. SHALL BE USED FOR THIS PROJECT. SIGN LEGEND a ~ b t ~ i W i P:n.1 r P ~ P,~ n END 5 CO . ( _ z U
1 ROW/AISLE INDICATOR SIGN P t SIDEWALK 0 wz
S2 TILE SIGN TIE TO~ f? z, O
PAINT STRIPING LEGEND xs WAL-MART PYLON SIGN (D EX, t'-. 7 ( ZJ ~ BPS ~ I i ~ m~
BIORETENTION AREAS SWSL/4» SINGLE WHITE SOLID LINE / 4» WIDE -S.4- HC PARKING SIGN - D.B i~.MSt - K i ] m m i- P,.v ! ~3r ,rte ~(t" I NW
SYS 4" - SINGLE YELLOW SOLID LINE 4" WIDE PEDESTRIAN CROSSING SIGN BR-~ BIORETFNTION AREA NUMBER U „ / » „ SCALE: 1" = 50 ! c I N N f
CW-1 CREATED WETLANDS AREA 1 DYSL/4 DOUBLE YELLOW SOLID LINE / 4 WIDE EACH "TRUCK ROUTE SIGN SYSL/10 -SINGLE YELLOW SOLID LINE / 10 WIDE i "NO PARKING FIRE LANE" SIGN NORTH CAROLINA ' I CAROLINA 0 50 100 125 150 3 9~
NOTE. SEE DETAIL SHEETS FOR MORE INFORMATION SWDL/4 - SINGLE WHITE DASHED LINE / 4 WIDE ONE-CALL CENTER ON BIORETENTION AREAS. _L CENTER >m
SWSL/24" - SINGLE WHITE SOLID LINE / 24" WIDE i 9 STOP SIGN NO TRUCKS" SIGN . CAM 02
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UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT
SHEET INDEX
UTILITY/ GOVERNING AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY- OTHERS RESPONSIBILITY-
1. CV-d1 COVER SHEET
GAS -COORDINATE CONSTRUCTION ACTIVITIES WITH GAS COMPANY -SERVICE FROM THE POINT OF CONNECTION AT THE EXISTING 2. C-01 TOPOGRAPHIC & BOUNDARY SURVEY
CITY OF ROCKY MOUNT TO ENSURE INSTALLATION OF GAS LINES ARE COMPLETED LINE UP TO AND INCLUDING SETTING Of METER WILL BE BY P.O.BOX 1180 PRIOR TO ASPHALT OR CURB PLACEMENT THE GAS COMPANY -PRESENT RESPONSIBLE PARTIES
ROCKY MOUNT, NC 27802 -INSTALL $OLLARD PROTECTION AS SHOWN ON THE PLANS -ANY RELOCATION OF EXISTING WILL BE DONE BY CITY OF 3. C-02 SITE/DIMENSION PLAN
CONTACT: KIM. FRYE AND PER THE GAS COMPANY REQUIREMENTS ROCKY MONT PUBLIC WORKS. -PRESENT RESPONSIBLE PHONE: [phone] PARTIES
4. C-03 GRADING/DRAINAGE PLAN
5. C-04 UTILITY PLAN
PH N -COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE -TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL SPRINT/EMBARQ COMPANY TO ENSURE INSTALLATION OF UNDERGROUND TELEPHONE CABLES FROM THE POEM Of CONNECTION UP 6. C-a5 RESERVED
3321. AIRPORT BLVD. NW LINES ARE COMPLETED .PRIOR TO ASPHALT OR CURB TO THE BUILDING -PRESENT RESPONSIBLE PARTIES 7. C-06 RETAINING WALL PLAN & PROFILE
WILLSON, NG 2789fi PLACEMENT -ANY RELOCATION OF EXISTING WILL BE DONE BY EMBARQ. CONTACT: CHRIS DEESE -PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC CONDUITS -PRESENT RESPONSIBLE PARTIES
q PHONE: (252} 291-7162 WpTI PULL ROPES, INCLUDING All TRENCHING AND 8. C-07.1 .PHASE 1 -EROSION & SEDIMENTATION
BACKEILLING, FROM THE RISER POLE UP TO THE BUILDING CONTROL SWPPP SITE MAP
. -PROVIDE AND INSTAI.I PULL BOXES AS PER TELEPHONE w:~ COMPANY REQUIREMENTS
9. C-07.1 CHASE 2 -EROSION & SEDIMENTATION
E ECTRIC -COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC =ELECTRIC C(vIPANY WILL,;-PROVIDE AND INSTALL ALL PROGRESS ENERGY COMPANY TO ENSURE INSTALLATION OF UNDERGROUND MATERIALS NEEDED TO ESTABLISH PRIMARY OVERHEAD CONfiROL SWPPP SITE MAP
1825 OLD US HWY. 264 LINES ARE COMPLETED PRIOR 7O ASPHALT OR CURB SERVICE FROM POINT OF CONNECTION AT THE EXISTING ZEBULON, NC 27597 PLACEMENT LINE UP TO THE TRANSFORMER -PRESENT RESPONSIBLE
a CONTACT: BRUCE HINTON -p OVI E AND INSTALL 2-4" SCHEDULE 4O PVC CONDUITS PARTIES 10. C-07.3 FINAL PHASE - EROSION & SEDIMENTATION
PHONE: [phone] R D ( ) WITH PULL ROPES, INCLUDING TRENCHING AND -ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY CONTROL SWPPP SITE MAP
1 BACKFIILING, FOR THE UNDERGROUND PORTIONS OF THE CABLE FOR ALL UNDERGROUND LINES UP TO THE PRIMARY FROM THE RISER POLE UP TO THE TRANSFORMER. TRANSFORMER -PRESENT RESPONSIBLE PARTIES ~
SCHEDULE 80 PVC CONDUITS SHALL BE USED ON THE RISER _ANY RELOCATION OF EXISTING LINES OR POLES WILL BE ~ ~ 11. C-07.4 EROSION CONTROL DETAILS 1
POLE AND RIGID METAL, TONG RADIUS, ELBOWS SHALL BE PONE BY PROGRESS ENERGY. -PRESENT RESPONSIBLE O USED WHERE THE UNDERGROUND PORTION MEETS THE RISER TO ~ O
PARTIES Q RALEIGH POLE AND TRANSFORMER ~--1_ O ~ R°ocKr 12. C-07.5 EROSION CONTROL DETAILS 2
-CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC ~ I COMPANY~S SPECIFICATIONS W UJ w° ~ - ~ MOB 13. C-08 EASTPOINTE AVENUE PLAN & PROFILE
II -PROVIDE AND INSTALL ALL SECONDARY SERVICE AND ~ 64
MATERIALS i ~ 14. C-09 SANITARY SEWER PROFILES
-PROVIDE AND INSTALL SANITARY SEWER ~ SANITARY SEWER TOWN OF NASHVILLE LINES AND ASSOCIATED APPURTENANCES PER THE PLAN5
1 P.O.DRAWER 987 AND SPECIFICATION 15. C-10 ROADWAY WIDENING/MARKING PLAN
NASHVILLE, NC 27856 -ALL PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL BE 16. C-11 T~2AF~IC SIGNAL DESIGN
CONTACT: JAMIE BAINES PVC AND RATED SDR 26 PHONE: [phone] -COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER
OF RECORD AND TOWN OF NASHVILLE DEPARTMENT OF ~I s \ 17. C-1~ TRAFFIC SIGNAL DESIGN
PUBLIC WORKS. SEE UTILITY PLAN FOR REQUIREMENTS. 4 ~~S - M TIC TAP FROM THE POINT OF CONNECTION AT THE
WAT R -PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED DO ES TOWN OF NASHVILLE APPURTENANCES PER THE PLANS AND SPECIFICATION EXISTING LINE UP TO AND INCLUDING SETTING OF METER AT 18. C-13 CABLE ROUTING PLAN
P.O.DRAWER 987 -ALL PUBLIC AND PRIVATE WATER MAINS SHALL BE C-90O THE PROPERTY LINE WILL BE BY THE WATER COMPANY ~ AA.STfURN SR 1~h70 19. C-14 CABLE ROUTWG PLAN
I PVC DR14 CLASS 20O NT R SPON IB E PARTIES ~ T RN NASHVILLE, NC 27856 -PRESE E S L ~ A~ ~ i CONTACT. JAMIE BAINES -ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM -ANY. RELOCATION OF EXISTING WILL BE DONE BY TOWN OF p vent e
{ PHONE: [phone] SHALL BE INSTALLED BY A LICENSED FIRE SPRINKLER NASHVILLE PUBLIC WORKS. -PRESENT RESPONSIBLE PARTIES Q
CONTRACTOR - P RTI NS F 0TH R NON FIR PR T TION RELATED ~ ALL 0 0 O E E O EC ~ WAL*MAItT 20• C-15 SPLICE DETAILS
LINES MAY BE INSTALLED BY THE PLUMBING CONTRACTOR S ~ 21_ D-01 PAVEMENT MARKING DETAILS 1
- I T IR INSP CTI N RVi WITH N INEER V COORD NA E REQU ED E 0 SE CES E G OF RECORD AND TOWN OF NASHVILLE DEPARTMENT OF 22. D-02 SIGNING DETAILS 1
PUBLIC WORKS. SEE UTILITY PLAN FOR REQUIREMENTS. _
STORM SEWER -PROVIDE AND INSTALL ALL STORM SEWER LINES AND TOWN OF NASHVILLE ASSOCIATED APPURTENANCES PER THE PLANS AND ST 23. D-03 MISCELLANEOUS DETAILS 1
~ NASy P.O.DRAWER 987 SPECIFICATION q CO
NASHVILLE, NC 27856 S~ R -REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE G~ A CONTACT: JAMIE BAINES STORM SEWER MATERIALS ~'T r''Y RA~~ROAp 24. D-04 BIORETENTION DETAILS 1
PHONE: [phone]. D-05 UTILITY DETAILS 1
Sp '~F
I 26. D-06 UTILITY DETAILS 2
THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALT PROVIDE ANY AND ALL 27. D-07 NCDOT DETAILS 1
APPURTENANCES, TRENCHING AND $ACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. 28. D-08 DRAINAGE DETAILS 1
29. D-09 DRAINAGE DETAILS 2
30. D-10 CREATED WETLANDS DETAILS 1
31. L-1 PLANTING PLAN
> C A TI O N MAP 32. L-2 IRRIGATION PLAN
33. L-3 IRRIGATION PLAN
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DEVELOPER-
ENGINEER-
ALERT TO CONTRAC THE ENGINEERINC3, P.A. BEFORE YOU DIG 1 • THIS )NTRACTOR: WA.L-MART STORES, INC.
JORK FOR THE WAL-MART PORTION ~OF 2001 S.E. 10th STREETSWDC
JPRO oECT S CALL TOLL FREE STANDARD SITEW 229 N. ARENDELL AVE. PHONE: (919). 269.-0009 1100 EASTERN AVENUE PHONE: [phone] 632 4949 JECT SHALL MEET OR EXCEED THE WAL-MART ,
SITEWORK SPECIFICATIONS." BENTONVILLE, ARKANSAS 72716-0550
ZEBULON, NC 27597 FAX: [phone] NASHVILLE, NC 27856 FAX: [phone] SSARY INSPECTIONS AND/OR CERTIFICATIONS (479) 273_4,000 PHONE
MOBILE: [phone] MOBILE: [phone]. ALL NECESSARY
REQUIRED BY CC BY CODES AND/OR UTILITY SERVICE COMPANIES
SHALL BE PERFC PERFORMED PRIOR TO ANNOUNCED BUILDING
POSSESSION AND JN AND THE FINAL CONNECTION OF SERVICES.
NORTH CAROLINA ONE-CALL CENTER
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