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0 GENERAL NOTES: Z 0 ~ D m BACK OF CURB FRAME GRATE AND HOOD O O O m Z ~ o vm. Z 00
~ ~ SEE STO.NO. 840.03 U5E CLASS "B" CONCRETE THROUGHOUT. F1 fi -Q X r n P n. ~ ~ hi ~ rr GENERAL NOTES: EXPANSION JOINTS E- Q C 2 WEEP HOLES H
t-! • Z 1'-0" PROVIDE ALL CATCH BASINS OVER 3 -6 IN DEPTH WITH STE S 12 Q Q E,,,r ~ Z rr ~ ON CENTER. USE 5TEP5 WHICH Ct~LY WITH STD. DRAWING 840,66. Q r 6 E j f ?J O TOF ELEVATION OPTIONAL CONSTRUCTION • MONOLITHIC POUR, 2 KEYWAY, OR #4 BAR OOWELS AT N O C9 ~ T• H ~ ~ N ,r Q Q ~ ~ H Z y-•~ USE CLASS °tB" CONCRETE THROUGHOUT. 4i'fin 4'-8° f- ~ Cn O c n u Q~$ . N~~V
O • q' o' • q' ' : o : • q' o i 2" CENTERS A5 DIRECTED BY THE ENGINEER. ~ J H O -I m Z = a• 6 Y G. Z m -I #4 BARS "V" 6 N --I D q•• _ - USE FORMS FOR THE CONSTRUCTION OF THE BOTTEN~E SLAB. O O W = ~ Z D @ EQUAL SPACES rr N ~ U D I..I O ~ PROVIDE ALL DROP INLETS OVER 3-6 IN DEPTH WITH STEPS 12 6 ~ J O ti r p ~ I ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.86. STD. 840.03 FRAME, O O d' = Z N Z = D . ~ I OPTIONAL CONSTRUCTION -MONOLITHIC POUR 2" KEYWAY OR X14 8AR DOWELS RT s. ~~aNz AH DOWELS RT O O ~ _
O O ~ n ~ A - ~ - - - •q• IF REINFORCED CONCRETE PIPE IS SET EN BOTTOM LAB OF BOX ADD TO SLAB ~ Z ~ O ~ C') ~ '~~2" „ GRATE & HOOD ~ Z O ~ ~ 12" CENTERS AS DIRECTED BY THE ENGINEER. ilk wQ =pDnm X ~ X E-. V ~ p C7 ~ 'TI Z D USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. OC Z
~ Z D ~ 3 4: , g ~ AS SHOWN ON STO. N0. 840.00. Q p = _ "n D D m 3 o Z~ O H O rr n n n n u u u Q ~ h-E O O i \ . i Q F- H =top O - ~ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB \ ~ ~ _ ~ W Z H Z3 r ~ I AS SHOWN ON STD. N0. 840.00. ~U~O~ Aoa To s~AB Q ~ I'= ZW W W
Z O '17 '.'q• - - - - fi ••Q• 6 = USE TYPE f , F AND . G GRATES UNLESS OTHERWISE INDICATED. ~ _ Z ~ Z = O ' ~ O M rr 4:. n •;4 FOR 8'-0" IN HEIGHT OR LESS USE fi" WALLS AND BOTTOM SLAB. OVER O ~ LL O ~ O M n = ~ Z q': D.... ~ fi D 3 8'-0" TO ifi'-0" IN HEIGHT USE 8"WALLS AND BOTTOM 3LAB. ADJUST ~ O ~ 'Q n = ~ Z ~ ~tL-NJ X01..1 _ rn p Q _ 7D Z T CONSTAUC3 WITH PIPE GRQWNS MATCHING. U3OO~Q Z Z Z
~ ~ D : "o• :'v ~°.'v' ' : o ~°:'d' D :'o •o. QUANTITIES ACCARDINGLY. O N ~ ~ ~ ~ Z ~ ~ D ~ a D A INSTALL 2 WEEPHOLES AS DIRECTE6 BY THE ENGINEER. Z N ~ to 0 Z F-
~ .'q•"•.D •.o •.o CONSTRUCT WITH PIPE CROWNS MATCHING. f- ~ ~ a to ~ PLAN n a ~ ~ CHAMFER ALL EXPOSED CORNERS 1 p N O T ~ SEE NO E ~ LU O ¢ J to V1 PLAN F N ~ INSTALL STONE GRAINS, OF A MINIMUM OF f CUBIC FOOT OF N0. 78M STONE IN A ~ LL : CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES d. 4 O O F I PORQUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OA AS DIRECTED BY THE ENGINEE ISN STONE IN A ~ M O a' J W D BY THE ENfxINEER. W D NEC Q J ~ ~ N N
Z X p Z m¢ SECTION X-X DRAWING NOT TO SCALE. ~ TOP ELEVATION _ ~ ~ m 4 ~ LLI ~ O Z I CHAMFER ALL EXPOSED CORNERS 1". ~ w TOP fin
is eo m m ~ m ELEV. EXPANSION JOI y ~ DRAWING NOT TO SCALE. ~ ~ GAADEN 2`kAAND UNDER S _ _ f ~~N N F EC
TOP ELEVATION WITH GRAT£ & FRAME REMOVED _ >
- - - - - FRAME GRATE RND HOOD 5EE STD.NO. 840.03 STEPS • STD. NO. 840:66 STEPS • STD. NO. 840.86 1'.O° S 3,_On~ - - - ~ 3,-O„ DEPRESSED GUTTER LINE
•,4 fi» fie . - - • firr - _ _ P TGP ELEVATION ` - - PLAN OF TOP SLAB SECTION EXPANSION JOINT io
m o:. A _ 3n m ..a O .SECTION S-S ~ ~ BRICK COPINGjINCIDENTAI} ELEVATION °G z T P VATI N p Z ~ O ELE 0
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n. ' = m D fi .o D '.6 0 p ~ ~ = m ~ #4 BARS V ,r r a USE ON GRADES VER 2~ ELEV. ~ ;C ~ ~ -I D V ~ = D 0~E1. Q ~ N a
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Ci? D RISER HT. „ '•6 ~ Q ~ C~ D .v VARIES r n 3 •q' ' fin ~ Q VI 1..D ~ D' .e-fy ~ D' ~ ~ YI i i n ~ .EXPANSION JOINT 1O 8-O _ W ~i ~ ~ fi„ s„ 1'- ~ ~ D ~ p ~ O D O ~
.'P''•. v'...d •.o' .P f ~ Z #4 BAR rrUrr " ~ Q fin 'p, SEE NOTE SECTION J-J ••.•o.~•::•~•~.s•-:, : o.~•::.. Q W = ~ ~ v 11~ ~ Z : Q ~ QW= v lr r-Nt7dtf5tfll~Od(~ 0 ~ Z W =
• ' o• D• p' WHERE 30" TO 3fi" PIPE IS USED ~ DO N D :q SECTION M-M ~ W ~ H ~ ~ 'd. g SECTION R-R DOWEL ELEVATION I- ~ ~ - _ DOWEL ~ W . ° D NORMAC CURB AND GUTTER ON STEEP GRADES ~ r.(~ ~ H m ~awE~ ~ W ~
~ ~ ~ WHERE 42" TO 54n PIPE I5 USED = ~ N ~ ~ F•1 j m Z WHERE 34" TO 36" PIPE IS USED (j} v m ~ Z = N H SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18 * rnzZ SECTION X-X ~ ~ r ~~~~~~tutht~~~i
O RISER HT. N Z y O MINIMUM DIMENSIONS AND QUANTITIES Fdf M VARIES . , • . . J DIMENSIONS OF BOX AND PIPE COVER D QUANTITIES FOR CONCRETE CATCH BASIN(BASED oN MIN. HEIGHT, H, WITH NO RISER) H ~ r ~ SECTION Y-Y COVER GU. YDS. CONC. iN BOX DEDUCTIONS 0 m
~ •~0' • ' ' ° ' ' D O 0 ~ P D W D H AN MIN. HEIGHT DIMENSION Z O 6;;r Z~ z O PIPE SAN WI TH I T SP ~ J o'•.. J ~ D R B G G N E F DIMENSION BARS-U BARS-V BARS-W TOTAL TOP BOTTOM ~T'YtN~IIA~IM ONE PIPE u, ~ -il . E F N0. LENGTH N0. LENGTH N0. ENGTH LBS. SLAB SLAB ~EteAt A C.M. R.C. Z O DIMENSIONS AND QUANTITIES FOR DROP INLET BASED ON MIN. HEIGNT, H
B ~ •'••°•~'0'_a._~~.o''- ,'~~'.a'~ ,'~`'b'' W 12n Sr.On 2r.2n ._l,-gn ~ ' f 1 n W ~ j } 6.235 0.772 O.Ot5 0.028 DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR 0.235 0.823 0.423 0.436
a :E o~:'. •~i A v : 15" 3'-O" 2'-2" 3 •0 fin A ••''a} m .b'' 18" 3,-O" 2'-2" 3r-3rr .~:.c:_". ~ 24" 3'-O" 2'-2r' 3''9n PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE 0.235 0.887 0.033 0.049 BOTTOM WALL PER ~ SEAS
D' •q LL 0~ 1 ¢ d' +r r rr r n r n r rr t• n r- n 6 n.. ct .•oi .6 30rr 3'-On 2'-2n 9 •4 rr 4f-3n 1' 2n 4t Ou 0.235 1.001 0.053 0:085 D A B H SLAB FT. HT. C.M. R.G. 1'-2" 4`-0" 4 1'-5" 2 3'-9" 3 S'-9" 33 0.129 0.321 1.433 fl.032 0<t27 19837 . .
~ 36 3.0 2.2 3 -i0 4 -9 1 -8 4 -0 •'.o MVtEERE 42" TO 54" PIPE iS USEO ' ~ ' a•~• _ _.y n r rr r n t rr 5,-3rr r n u .o• • , .o• • , .o• . ' 42 3 -0 2 -2 4 •5 1 -5 3 •2 b~'::.:Q:., p,:..•0;'.6 ''''0'.. o' .P '•:v .q -.v .q' •.v'' a r n + n r n t rr r rr r n ~ ~ 12" 3'-0" 2'-Q" 2'-O" 0.222 0.222 0.592 0.015 O.D26 1 -8 4 -0 4 1 -11 3 3 -9 3 3 -9 43 0.181 0.358 9.714 0.132 0.178 1'-5" 3'-2" 4 1'-8" 2 2'-19" 3 2'•11" 32 0.112 0.318 1.738 0.180 0.243 15° 2'•3° 0.848 0.023 4.438
DETAIL- SHOWING METHOD as" 3.0 2 -2 5 -0 5 •a z -D 3 -2 2`-O" 3'-2" 4 2'-3" 3 2'-1i" 3 2'-19" 35 0.145 0.352 2.052 0.235 0.317 18" 2'-8" 0.703 0.033 0.049 2'-7" 3'-2" 4 2'-tO" 5 2'-11" 3 2'•11" 41 0.180 0.386 2.387 0.297 0.401 24" 3'-O" 0.814 0.059 0.085
SHEET t OF 2 OF RISER CONSTRUCTION sHEET 1 QF z SHEET 2 OF 2 54 3.0' 2'•2° 5 -7 6 -3 2 -7 3 •2' PLAN PEAK SHEET 2 OF 2 SHEET 1 OF 1 3O" 3'-O" 2'-0" 3'-8" 0.222 0.222 0.925 0.092 0.127 * RISER HAS .228 GUBIG YARDS OF CONCRETE PER FOOT HEIGHT 8~,~ ~ Q2 84~ a 14 sr~eEr ~ a~ ~ i~~~~l ttu ~~~ti < `~r
$40,02 $40.02 840.02 saa. ~4 ~~~o~
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, u GENERAL NOTES:
1. BUM RUBBER SEC110N JOINT titE~ltRAL iVOItS: - P 6 DIA. LATEST ASTM C 478 S ECIFICATiC ~110N JOINT DESIGN CONFORMS TO . 5 3~4: SPECIFICATIONS
1. MANHOLE DESIGN SPECIFICATIONS CONFORM TO • 2. BUTYL RUBBER SEALANT CONF{ LATEST ASTM C478 SPECIFICATIONS FOR PRECAST ALANT CONFORMS TO ASTM C-990,
a ^ ~ ~ ~ AASHTO M-198, AND FEDERAL SP REINFORCED CONCRETE MANHOLE SECTIONS AND a ~ sS-s-00210 (210-A} FEDERAL SPECIFICATIONS
NCDOT. 3. MANUFACTURER LITERATURE Ab 9 E 2. CONCRETE COMPRESSIVE STRENGTH 4,000 PSI RE EST 1. STEP OESIGN, aVSTALLATIQN, At6} tERATURE AVAILABLE UPON MAT9AIU SHALL MEET tHE
QU MIN. . .:s STEP SRACRIG Fat S, REQUYtEN~Et#TS OF ASTM C478 AND a'. T, s'. 90'. Ate 9r OIAAYETER MANHOLES Z PLASTIC MATEAU4L CONSISTS a'
3 TYP. 1'-1" TALL WEIR ' ~ ) 3. STEEL REINFORCING DESIGNED TO CONFORM TO , (3 TYP.) CONCRETE WAU. LT QF SUPER HK,H pAPACT RESISTANT CQPCIYMER PCLYPROPYLEt~ ANO LT OF earn No. of earn , . ~ ,
THE REQUIREMENTS OF ASTM C47$ AND SHALL MANHOLE TralcK_ JOINT BUM RUB PEDESTAL UTILIZE GRADE 60 RE- AR ONFORMING TO THE DIAMETER oEPTH ~zE ~p ~p~ $ S C NESS R+ BUM RUBBER ROLLS N a~stM~o4c 4c aEa~aEMENTS ~s ~ZE ~ ~ ROLL JOINT 3. REMtFORCYt6 STEEL SHALL BE 1/2'
4 PAN YI 11 REQUIREMENTS OF ASTM ?CONFORMING TO THE " M " " , 48 5 4 7 8 REBAR, GRADE 64 ~ MEET iFIE 7 14.5 1 REQUYtE1WENTS aF ASiM A615. 4. STEP WIDTH AId1 SPACYV6 ARE
REQUIREMENTS OF ASTM A188 OR DRAWN WIRE " " " 1 60 6 5 i CONFORMING TO THE REQUIREMENTS A82 OR A " " " r 72 7 5 1 1" 18 1 5 s/a• t~tsTaNT w?tH try uTEST 1" 21 1 5~. MAlWF~ACIURERS~ t~iTERATURE
„ " COMBINATION THEREOF. " " 1, 7 7 DIA. 7 84 7 5 1 1" 14.5 2 AVARABIE IMOIt REQUEST.
r-2' INVERTED 4. ADDITIONAL REINFORCING AT OPENINGS. 96" 8" 5" t' gA 5. STEPS SHALL BE STEEL REINFORCED COPOLYMER ~ " " i SE 120 10 5 2 1" 14.5 2 2" 8 3.5
" (T DIA.) POLYPROPYLENE AND MEET THE REQUIREMENTS OF ~ 144" 12" s" 1-1 4" 1' 1-1 4" 14.5 3
• TOP OF, RISER • ; 8 ASTM C478. SEE TYPICAL STEP DETAIL ' • 6. PIPE PENETRATION TO E AS PER JOB Q)
B ~ RFl W E „ REQUIREMENTS. PIPE TO BE INSTALLED BY P . QVE . 0 I.EV 2 4 RISER t r n W
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BY CONTRACTOR . ,INVERT, iN SEC710N 9-B
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. . BdTTOM OF RISER DRAWINGS TO ENGINEER FOR APPROVAL.
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1. PIPE CONNECTION DETAIL USED 1 1 4 SHALL BE CONSISTENT WITH THE
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2. FLEXIBLE CONNECTORS SHALL 0000 INV. IN ~N
0000 0 ~ ELEV. 155. 0000 ~ V. 155.84 ~
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STRUCTURES, PIPES, AND 0000 ~ O Z
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i. NidTtRiAL: ASTM-H48 GLASS 308 GRAY iRON BRAY iRON ~ = 0~
2. FRAME WT. 705 LBS. APP.
3. GRATE WT: 155 LBS. APP. 4 1 /2 ~ ~ W ~t ~ ~
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FILTER
EXC~41/~ITED/A/lETPROTECT/OM DETCH CH~CK N~C r = (s ~ °nax wi~ouTWwiRE)~ FABRIC
NOT TO SCALE
10'x10'x2' EXCAVATED Ai~A FaR 2x2 OR 2x3 BASIS SN~'~ ~ p P`~~M~
PLAN N57 STS 59c10'x2' ~ V-40%-1
TO ACT AS A FIITE' MIDDLE AND VERTICAL WIRES COM SHALL BE 12 1/2 GAUGE MIN. FILL COMPACTE
~6' CLEAN-W7 STAKE FILL Z Z Z o ZF
~~~I~ ~ ~ p W - V! ~ Q ~
= ACtXNAUTAIED SED~AENT N s I- o -_-I ~ w ~ tUn
III-I ' ~.:.2. NATURAL GROUND EDGE OF PAVEMENT ~i-~ I~ 8» ~ II--- I I I~ I I i=1 I f
~-I I I-1) ~1:'.::' ~ i i~ • ~'f CLEAN-WT STAKE AT 'I' MIN. N - - - +----WEEP ~ _ 1.0' /ABOVE FLOW UNE 5
i 1=11 I-1 I I I I =1 I. f~ STEEL POST-2' DEPTH
~ i_i i i-iii-i i DES it-. ~ WOOD POST-3' DEPTH
111illll~ ?~Tr ~ ~ 4?~~ O 5~~ WIRE u U
STRUCTURAL STONE/ ~ TOP AND BOTTOM STRAND EXTENSION OF FABRIC AND N ~
&2IpC OR CLASS B' .BACK FILTER FABRIC SHALL BE 10 GAUGE MIN. WIRE INTO TRENCH o
CATCH BASIN _ V ARIES SLOPE NOTES: a p lJ
(I II I II I t~E PuwS) 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD S ISOMETRIC VIEW EXTRA STRENGTH SYNTHETIC FILTER FABRICS. JDARD STRENGTH OR o
~II_III CROSS SECTION 0 Z
~nilll~~lll ~ IIIIII~I;III= VEE CITCH ni-iii ~~-iii-iii= 2. ENSURE IHAi THE HEIGHT OF 7HE SEDIt~EN7 FENCE 'FENCE. DOES NOT ~ J
EXCEED 18" ABOVE THE GROUND .SURFACE. ~-NM~ttf)tD1~Q3~ 0 ~
BASE OF DITCH 3. INSTALL THE FILTER FABRIC FROM A CONTINUOUS R ~ NATUR,4L GROUND ~ 2'~ 12" MIN. LENGTH OF THE BARRIER TO RVOID JOINTS. WHEN TRAP ENT NECESSARY, SECURELY FASTEN THE FILTER CLOTH 0
JOUS ROLL CUT TO THE
~w / 1' MIN. NATU WHEN JOINTS ARE ,`~~,.a~t~i~t~tn~,,~~,
,LOTH ONLY AT A / o• oeo /
- - - - - - - - - SUPPORT POST WITH OVERLAP TO THE NEXT-POST: POST. /.~Q.,~pF~SS~ati9: ~ ~'Q
,,l~~~~„ FLOW-- 4. SURPORT STANDARD STRENGTH FILTER FABRIC BY WI C BY MIRE MESH SEAS
`,1~~~ \ FASTENED SECURELY TO THE UPSLOPE SIDE OF THE OF THE POSTS USING 19837 •
/ / ~i,~l~ll O ~j~~ ~ ~ ~ ~ CROSS SECTION s~ HEAVY DUTY. WIRE STAPLES AT LEAST 1" LONG, OR JG, OR TIE WIRES. ~..F,y ~4,: ' i A ~l~N~
OPTIONAL TYPE "B" ~ 4'-6" EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM SILT BASIN -~~L 30TTOM OF THE TRENCH. '~,,~j ~i~ 5~,~~~.~`
12" THICK SEDIMENT 5. .WHEN A WIRE MESH SUPPORT FENCE IS USED, SPA CONTROL STONE MAXIMUM OF 10' APART. SUPPORT POSTS SHOULD .D, SPACE POSTS A '''f"~":gut
~ TRAPEZOIDAL DITCH ~HOlJL~J BE DRIVEN
ELEVATION VIEW SECURELY IN TO THE GROUND TO A .MINIMUM OF 2 6. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPAC vl OF 24". °
ST SPACING DOES NOT
Fl.pv CONSTRUCTION SPECIFICATIONS REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR 'LE OR WIRE THE FILTER
1. PLACE STONE TO THE LINES AND DI FOUNDATION. AND DIMENSIONS SHOWN IN THE PLANS ON A FILTER FABRIC FABRIC DIRECTLY TO THE POSTS.
7. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 'CTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL THE PROPOSED 11NE OF POSTS AND UPSLOPE FRO CHANNEL BANKS. AND 8" DEEP ALONG -
2. KEEP THE CENTER STONE SECTION WHERE THE DAM ABUTS THE CHANN / ~ \ E?~r~ye-rEn I~I~~T PR~~~r~~~~ 3. ~XT~.'~ ST~N~ AT ~~~.",ST FT. ° FROM UNDERCUTTING THE DAM AS IT 'E FROM THE BARRIER.
FT °NOR{~ TF~~ ~~T~~ BAtvltS T^ K~~° ^:'~RF~^:"J `i~t~1TER 8. BACKFILL THE TRENCH WITH COMPACTED. SOIL OR G M AS IT RE-ENTERS THE CHANNEL. OVER THE FILTER FABRIC. L OR GRAVEL PLACED ~1 , ~
-OZ.S SCALE: N.T.S. 4. SEi' SPACING BETWEEN DAMS TO AS LOWER DAM IS THE SAME AS THE T 5. PROTECT THE CHANNEL DOWNSTREAM TO ASSURE THAT THE ELEVATION AT THE TOP OF THE 9. DO NOT. ATTACH THE FILTER FABRIC TO EXISTING TH THE TOE ELEVATION OF THE UPPER DAM. 10. LOCATION OF TEMPORARY SEDIMENT FENCE SHOWN JSTREAM FROM THE LOWEST CHECK DAM, CONSIDERING THAT IS NOT EXACT. CONTRACTOR SHALL FIELD LOBATE AROUND THE DAM (PRACTICE 6.41, OUTLET STABILIZATION AS CLOSE TO THE DOWNSLOPE EDGE OF THE LIMITS TING TREES.
>HOWN ON THE PLANS
WATER WILL FLOW OVER AND AROUN STRUCTURE). .OCATE TEMP. SEDIMENT FENCE ~
E LIMITS OF CLEARING 8c GRUBBING Q
6. MAKE SURE THAT THE CHANNEL REA 7. ENSURE THAT CHANNEL APPURTENAN DAMS, ARE NOT SUBJECT TO DAMAG (RE~EREUi,E: EROSION AND SEDitJENT Erosion Control Maintenance Plan IEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. AS SPACE ALLOWS.
IRTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECK
DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 3 TEMPORARY ~E~II~ENT FENCE
)itJENT i,OyTRvL FLANidiNi~ AND ~ESiGN MAyi1A~, 6.83} ~N~F (~I~T F~N~F
-O7.S SCALE: N.T.S.
All erosion and sedimentation control measures shall 2
be inspected weekly and after each runoff-producing 2 ROCK CHECK DAM
rainfall event. Structures that shall be inspected include -07.cJ
but are not limited to: -O7.S SCALE: N.T.S.
Silt Fence and Fabric Inlet Protection Any fabric which collapses, tears, decomposes, or becomes ineffective IoW
shall be replaced immediately. Sediment deposits shall be removed
when sediment behind the fence reaches 6".
- ~ TURNDOWN NETTING MINIMUM BURY 6
Seeding, Fertilizing, and Mulching
Seeded areas shall be inspected for failure and necessary repairs _ o
and re-seeding shall be made within the same season. .
Block and Grovel Inlet Protection II ~ ~oW OVERLAP NETTING Is~~ _ 18' MINIMUM OVERLAP 18" ~r
Inspect the barrier after each rain, remove sediment as necessary to _ _ III ~ ~ ,~s~ cRaom sroN I ~ ~ O LFAUf 5" W/D£ WEIR OPENING FILTER DN UPSTRr ^r TYPIC L STAPLE 'RAl}EO STONE TOP BANK OR ~ „
provide adequate storage volume for subsequent rains. Upon ON UPSTREAh! END. ~ ROAR SMOULDER
stabilization of drainage area, remove all materials and any unstable
soil, either salvage or dispose of properly. Bring disturbed area to O 1 USE ~6 GAUGE WIRE SrL7 FENCE
proper grade, then smooth and compact it. Stabilize all bare areas 1 N a
around the inlet. n ~ FLOW xo
Temporary Diversion Ditches GENERAL iJOTE~: ~ ~ i\~j\~~
Sediment shall be removed from the flow area immediately 1. APPLY SEED, STRAW AND TACK WITH RS OR CRS LIQUID EMULSIFIED ASPHALT
after each rainfall AT A RATE EQUAL TO 10 GAL. PER 1000 S.F. COVER W/FIBERGLASS NETTING. ~ ~ ~ SURGE PILE STONE 2. STAPLE EVERY 24" ALONG PERIMETER EDGES AND OVERLAPS. STAPLE EVERY NCSA NO R-2 OR 36" TO 48" RANDOMLY TO SECURE NETTING. (nvc. srzE s) p/LE STONE OR a
~ R-Z OR R--3 STONE ZE 3"}
Temporary Gravel Construction Entrance/Exit
Maintain the gravel pad in a condition to prevent mud
ar sediment from Heaving the construction site. ~ nis may TOP ~4NK /ROAD SHOULDER -~ru ~
re wire eriodic to dressin with 2-inch stone. After a q P P g . .a ,
rainfall, immediate) remove all ab'ectianable materials Y ! 6 FIBERGLASS NETTING ,7
s Iliad, washed, or traclted onto roadwa s. ~ Y PLAC£ STONE BY HAMD-- P ED STONE ALTER
Sediment Basins and Pits ° O 7 . S SCALE: N . T. S. DO NOT DUMP ec LE4VE X57 GRADED SfO UNSHAPED. OVER NCS4 NO R RlP RAP NCSA NO R-2 OR R-3 , ~ a ~ , ~ , ~ ~ r ~ ~ r;F ~~~i
Sediment shall be removed from the structure and the t.~'~qa ~ ~ a~J ~~1i1~e"{ 3 z t i'' ~ s 'y
structure shall be restored to its on final dimensions 9 W Z 3w ---FLAW ~ ~
when 1.0' of sediment has accumulated in the structure. EX. ~ o Z ~ d~~~r .~l ~ ~.~'t` z ~ LL.
The sediment shall be dis osed of off-site and the P GR,4DE
contaminated art of the ravel shall be re laced. P g P RIP-RAP Q ~W
~ e The Structure s~~alE be ins acted foi~ e OriO ~ ~ L sutra
re aired accvrdin I . P gy = OJ
II DEPTH ~ ~Il ' ~ ~ TEMPORARY PIPE ~ ~ ~ z
=I~ f~ I 2h 3h z ~ o
F INLET PROTECTION ,J Q z
THICKNESS -I I ~ fi`} II I II W ~ ~W
II~ - - - -m--m~-rr- _ 11= HORSESHOE RIP-RAP/G !-III,;,III,,1!!~~~!II~~~III~~~III~~~Iil, .III MIRAFI 8 SILT CHECK DAM c.-~7e~ SCALE: Q.T.S. ~ ~ ~ ~P/GRAVEL ~ ~
SCALE: N.T.S. ~
~ n n~ r -r n 3 FABRIC
_ ~~HI_t: N. i.~. 140N -07.5 SCALE: N.T.S. ~z
NOTE: SEE EC PLAN FOR DIMENSIONS
7 RIP-RAP DITCH
~~Q
C-O7.S SCALE:. N.T.S.
PIPE OUTLET TO FLAT AREA NO WELL-13EFINEI} CHANNEL ~d'N ~ ~
v N
WvJ Z
A A ~ A A _ . pXm
~ F . , ~ ~ Ctldi2
~ ~ ~.5.,
, „ COMPACIEO SOIL- \ z W
~ Y, f i u ~ ~
,Y~` P N ' ~ LA „~~ii-II~lli~ Ili-Ili=ill .s-la ~1=11i hr-iii=Ili=i~__ !ice-al'r W ~ QN
PLAN VIEW VIEW _ Till {~,I! is (li~uli ir~l~~~~lltii{~~ i~~n II ~c~~i~1~T~1t~~,ll'~JI ii~~t.iii' ~iT~~~~~ ZU
t4 ~Z W ~ ~
~ 0 LO ~Q s' ~e. ~ ~ Q W'
G ~°',~i fl ~
Q~ ;~r O U} Q ~Z
~ i~ =.E _I ~ 7 2 TEMPORARY DIVERSION
1 ~e
" ~ ~ - S . 11' _ LTER BLA KET ~ ~ ~ ~ -O7.S SCALE: N.T.S.
OR (MIRAFI 140N} SECTION A-A FlLTER BLANKET _ ~ ~ ~ ~ ~ o a~
OR MIRATI 140N SECTION A-A _ t ~ R~ o°~ ~o~
PIPE OUTLET TO FLAT .AREA PIPE OUTLET TO Acr~ECwr~
NO WELL-DEFINED CHANNEL WELL-DEFIN D CHANN L ~~N E E ~}N~ N ~ ~ ~ ti7 r.
GENERAL NOTES: 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION ROOTS AND ID - ~ N ~l ~ ~ ~
GENERAL NOTES: = P OTHER vBaECTIONABLE MATERIAL. f. La THE LENGTH OF THE RI RAP APRON.
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 3. !N AWELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS ON THE PLANS, AND SMOOTH IT. W~W
TO AN ELEVATION OF ts" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE 3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR OTHER OX~ Z ~
SUITABLE OUTLET'.. TOP OF THE BANK, WHICHEVER 15 LESS. 4. A FlLTER BLANKET OR FlLTER FABRIC .SHOULD BE INSTALLED BETWEEN THE 4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR EPTH FOR ~ ~ LINER
REP RAP AND SOIL FOUNDATION. SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. T1iIS MAY REQUIRE 5. FLARED END SECTION IS OPTIONAL. SEE PLANS FOR REQUIREMENT. PERIODIC TOPDRESSING W/2 INCH STONE. W~
6 SEE PLAN AND PROFILES FOR ACTUAL DIMENSIONS. 4 a
J r' ~N lrJ
3 ~ C~ U Z
!il Z
_ SCALE: N.T.S. _ .SCALE. N.T.S. TYPICAL OUTLET DITCH QZ
• 13 DRAINAGE EASEMENTS NOTE: z °
NW EROSION CONTROL DETAILS SHOWN ON N N
-O7.S SCALE: N.T.S. THIS SHEET ARE STANDARD DETAILS AS
REQUIRED BY NCDENR 8c NCDOT.

m
F~1RQP mfr p~~i~t~d cry i~,~~~ ~~r~ P=1~rt i1--~E~.tp~"
GENERAL EROSION NOTES ""AiNTENA"cE a~sFx,m yr ^r~s SITE MAP, AND IN .THE a
ALL MEASURES STATED ON THIS SITE M Y ; ~ y ~ ~ ~ ~ ~
STORM WATER POLLUTION PREVENTION A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS IN FULLY FUNCTIONAL CONDITION UNTIL NTION PLAN, SHALL BE MAINTAINED t, L_. QR FINAL STABILIZATION OF THE SITE. = ~ \ iA! -
I UNTIL NO LONGER REQUIRED FOR - ry k~ f o 0 _
~ _ ~ ~ ~ o ~ ~ , ~ ~ p t ~a a
DRAWING ("SITE MAP"}, THE STANDARD DETAILS, ATTACHMENTS A COMPLETED PHASE OF WORK QR FIN INCLUDED IN SPECIFICATIONS SECTION 02370 ("SWPPP") PLUS ALL EROSION AND SEDIMENTATION CON THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. BY A QUALIFIED PERSON IN ACCORDAN OR THE APPLICABLE PERMIT, WHICHEVE B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM REPAIRED IN ACCORDANCE WITH THE F WATER POLLUTION PREVENTION SHALL OBTAIN A COPY -0F THE 1. INLET PROTECTION DEVICES AND BAR STORM WATER POLLUTION PREVENTION PLAN. AND THE STATE OR REPLACED IF THEY SHOW SIGNS N CONTROL MEASURES SHALL BE CHECKED To ~ ~ t ORDANCE WITH THE CONTRACT DOCUMENTS ~~~ic?+ R°oacr ~ w
''fir 0~ fr'~„ y` t r` ~ ~ ~ ~ V
ICHEVER IS MORE STRINGENT, AND ~ y ~ ~ c ~ r _ ~ F
a
THE FOLLOWING: a i q - `
i ~ ~ ~
JD BARRIERS SHALL BE REPAIRED '
SIGNS OF UNDERMINING OR DETERIORATION. r r ~~R_ ' _ N
OR NATIONAL. POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL us \ ~ '~rt' CHECKED REGULARLY TO SEE THAT A ~=o ~ sR »~o
PERMIT (NPDES PERMIT) AND. BECOME FAMILIAR
WITH THEIR CONTENTS. 2. ALL SEEDED AREAS SHALL BE CHEC GOOD STAND IS MAINTAINED. AREAS
AREAS SHOULD. BE FERTILIZED, WATERED, I~II~L*~111/~RT ~
%9~X:HV7H71~9N.'~-OY1 r
C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY AND RESEEDED AS NEEDED. =V •y~ lr f 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 RED. TO THEIR ORIGINAL CONDITIONS x ~ ~ " ~ ~ _ ~ ~
..ALL PHASES OF CONSTRUCTION. IF DAMAGED. SEDIMENT SHALL BE R WHEN IT REACHES ONE-HALF THE H L BE REMOVED FROM THE SILT FENCES ~qsy, "^SH courvn ~~o~ ~y ~ a,"
THE HEIGHT OF THE SILT FENCE. N~°N~ ! ,Y
D..BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM ~ s 4L~ BE MAINTAINED IN A CONDITION f~ ' ,'`ti .J ~ ~
TO FEDERAL, STATE, OR LOCAL- REQUIREMENTS OR MANUAL OF PRACTICE, AS 4. THE CONSTRUCTION EXITS SHALE BE 19837 ~P, ~ ~C`
APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED: WHICH WILL PREVENT TRACKING OR BY PERMITTING AGENCY OR OWNER. RIGHTS-OF-WAY. THIS MAY REQUIR E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION EXITS AS CONDITIO CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS 5. THE TEMPORARY PARKING AND STOR '4 ~ ; ~ ~ _ ~,,,.,r,~ ~:w~ ~ ~ ,GENE .
JG OR FLOW OF MUD ONTO PUBLIC ~ g ~ ~
2EQUIRE PERIODIC TOP 'DRESSING OF THE ~ E~j _ " ~,,.w;.. ~ ' ~ ,~~A ~ _ ~ ~ ~ ///~l~Eii~t~t 1
JDITIONS DEMAND. ~ ~~'w,~ , ~ ~a
7~~!'~:'Si' ~ ""yL+~JI}' W `a'~`~~i l~1" Yfif ,"s"td ~i'~ad'~}i}"~' O~ I Yf~
D STORAGE AREA SHALL BE KEPT IN GOOD SITE LOCATION MAP
MUST BE MAINTAINED ON SITE AT ALL TIMES. CONDITION (SUITABLE FOR PARKING IRKING AND STORAGE). THIS MAY
51NG OF THE .TEMPORARY PARKING AREA Nor To scams
F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL REQUIRE PERIODIC TOP DRESSING O 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 SEDIME AND STORAGE -AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINT^,lNE~ !N OPER,~TlONA~ CCl~Dl MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND. AREA SHALL BE REMOVED FROM SEDIMENT SEDIMENTATION BASINS SHALL BE
CCl~DlTIONS AT ALA TI~~1ES. SEDIMENT ~w ~
:DIMENT BASINS OR TRAPS WHEN .THE r~
REDUCED BY 50~.
FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. DESIGN CAPACITY HAS BEEN REDUC H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT ~..1
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.
V
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
LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER SOIL EROSIOI DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. ;OSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE d
NOTE: GENERAL CON L. ALL STORM WATER POLLUTION. PREVENTION MEASURES PRESENTED . CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE
ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION CONSTRUCTION SEQUENCE FENCE JAN FEB MAR APR MA JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN
PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. TEMPORARY CONSTRUCTION M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE TEMPORARY CONTROL MEAS STOPPED FOR AT LEAST 7 DAYS, SHALL BE TEMPORARILY SEEDED. THESE SEDIMENT CONTROL BASINS JCTION EXITS ~
L MEASURES
BASINS
AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. STRIP & STOCKPILE TOPSOI N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS ROUGH GRADE TOPSOIL
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 OCCURRING IN THESE AREAS. REFER TO THE nn n nie.~n ni n n ~~r~ /no i n ninon n nc of n ~i PERMANENT CnNTR(~I STRU )I STRUCTURES k_ G~
VI~/1VIIVV I~LHIV F1IVV~ VR L/'iIV V.~Ii/'1rL rLl11V. _ o~~
+ EROSION CONTROL PLAN i SEE ING CONSTRUCTION N D FOR ACTUAL P1 T DfMENSlO S CLEAN-OUT M~ IN.~ STAKE 1.5'
0. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION FOUNDATION /BUILDING C ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT FINISH GRADING =s'I ,
~ t-~ i i° r , sue, ~ ~.f Y
OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER LANDSCAPING/SEED/FINAL A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO 'ICI ,I,_._.,~, ~l~ ~ ~ ~ ~ ~y ~0
FINAL STABILIZATION ~.t 4 ~ ~ t-.i- ~ E , ~i ~ ;
,p ~ D z
INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS ~ t y # F ice--- ,G
CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. SET CLEAN-OUT ~ ~ ~ STAKE AT 1/2 i ~i ~ ~ ~ ~ =t ',ate' 4 ~ ~~:E;. E- _ ~~~:.a III ~;~~.~i;-=~~(--~ ;~k1~I~~;3~~'-'` ~ ~~..•..FI,~~~~~Ii ~?r ~ Z ~
P1T VOLUME ~ ' - , a FILTER FABRIC
P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ~ WW
OiU' i0 ROADWAYS OR INTO STORM DR~iiNS MUST BE REMOVED I~A~9EDIATELY. ice. ~v.~i J ~ ~ CT t ~r~' E~lER~~i+ICY ~ U ~ ~
BY-PASS _ ~ 6" BELOW ~ ~ ~ ~
OVERFILL 6" SETTLED Q ~ Z
Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING DESIGN ~ ~ SETTLED TOP ~ ~ ,FOR SETTLEMENT TOP OF DAM Z ~
SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY. HAVE - ~ SEE ~i~T 1-~, FOR SEE EROSION CONTROL PLAN , ~ I j j ~ ~ FOR ACT ~1AL P!T DIMENSIONS ~ ~~r~~:'~°~r~~^~, , , J
COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH
THE STABILIZATION OF THE SITE. y = ` f r '*'ff ~/!r`ef' v? ~ , 4' MIN. ~ ;~;i ~~~~~~~~~'~`~~~~%r~;~~~ ''i~~--'.."=~~- ~1
1_~~ I 4~ ~ ~ ,ae ~ - ,
R. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED ~ :~,,/~`~~f~,f'~. , , %~,1i`` ~`,/f ```~fe .f'ill` ~ , ~ °~SLO~F MAX. `f = ; i ~ Cf~
FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST ,`lf`~~i~1ij , ~ `~~tiv a~ /n -r.~ i'`~~/"'~ ~'~it~~r~rr/>~~ ~ I Y ~R FABRIC-T ~~%f:1 SIflF/,~~,~~~/ NATURAi
MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE r,r ,SLOPE MAX.'~~j~'~;~f~-- GROUND
~ ~ ' t~-~-(~ ~ 1 r~- i--~ ~ 1~1 ~C #i ~1 Id~~i~..~~--9~.~, ~
NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT 1 + ~ `~"~if~=`~`°t-~'~ 3' M11V. ~ ~ I~I~~I ~-I' ~=-li ~ I 1~~
REQUIREMENTS. °F I
v Z Q ~~11 t ~ if ~ ~ ~ ~ ~ ~ ~
S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING- ~y r i E(} ~ Q ~
PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. ~NOa roT~tn `i~~ z~={) Np~ . 1. Clear, grub, and strip the area under the em er the embankment of all vegetation and root mat. Remove all
m~-a=D oo~=Z surface sail containin hi h amounts of ar ar ~ u1 9 g 9 s of organic matter and stockpile or dispose of it properly. Haul ~ ~,N
T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, =°=gym ° ~aa~-~ all ab'ectianable material to the desi Hated di °°q° ~ o~ ~ 9 signated disposal area. bankment is free of roots, woody vegetation, organic matter, and ~w
a°~ a ~ ~ 2. Ensure that fill material for the embankment q~,o9~C}, $o~ other abject~onable material. Place the fill m khe fill in lifts not to exceed 9 inches and machine compact it. ~ o . • m
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION Z"~~~ =°Z STRUCTURAL STONE °~D9[~~ 9~ $ og SEDIMENT CONTROL O O to ~ ~p~9gO p~ aoa STONE z Over fill the embankment 6 inches to allow f+ to allow for settlement.
AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. • NOTE a~ o°~ n tr ct the outlet section in the embonkme CLASS I RIP RAP FOR STRUCTURAL D °Q D 9~ 9~ ao ~R a. COS u embankment. Protect the connection between the riprap and the a ~
AND POLLUTANT DISCHARGE. N~ USE CLASS I RIP Z STONE ANO PAY FOR PRICE PER SQUARE ° ° $ ~ ° 'c or a ke AND PAY FOR AT THE CONTRACT UNIT opt a°~ $o $R ~ ° sail from piping by using filter fabri PER SQUARE YARD OR PER TON n~°~~~Q°v,_°$ l~~~o~a p p pV°D q~ p ~ oOp ~op the So~l• is or a keyway cutoff trench between the riprap structure and
~ PLAIN RIP RAP, C fll USE N0. 5 OR N 3 SEDIMENT CONTROL RIP RAP CLASS I. o° o°~ a°~ o°~ $oo ~ o goo D ~ D ~ D ~ D q~ ~ ° a o Place the filter fabric between the riprC 9 ~ the riprap and soil. Extend the fabric across the spillway ~ ~
N0. 5 OR NO. 5? STONE FOR °o°p °o° °o° °o ° ° ° 'bo$o'$^o~'a Q s~DpODp~Dp~D9~ ~ a $ aaq~ foundation and sides to the top of the NT CONTROL AND PAY FOR o 9~~j ~ $ ~ p p$(~ ~ Q ~ pop of the dam; or
~ AT THE CONTRACT O QpODOv DpODpO~ opOD o0~0$O~O$ ° ° ° ° ° ° o $9 Excavate a keyway trench along the ce CONTRACT UNIT PRICE PER TON o o ~ a ~ a ~ ~ ~ o p ° FLDW 0. op~op op ap o op o $0,20 ~30;~ ng the centerline of the spillway foundation extending up the im. The trench should be at least 2 ft. deep and 2 ft. wide a
SEDIMENT CONTROL y z DO NOT USE SEDI °oD~°~~°~~°~~°~ °~$o$~~~~ sides to the height of the dam. The tr NT CONTROL STONE . o ~°o ~ ° ~ D ~a ~ , oo $p°~~~ ~ OT USE SEDIMENT DAM IN °a~°a~°fl°Q°~ ° °po~]o$oA~~o~~ ~ with 1:1 side slopes. z~ ~z
~ ~ ALIVE STREAM. 9 p 0° q O°D 9~ q o p o9 p~°. p'00 ° p STREAM, ~ q~ a°~ ~ 9~° 9~° sa o$ 4. Clear the pond area below the elevation of tl ation of the crest of the spillway to facilitate sediment cleanout. ~
b~ ~ fil slo es should be 2:1 ar flatte o p~ D q~ p~ ~o ® 5. All cut and I p $o~~ ~ 1 or flatter. W Q ~
O i C! ~ a°~ o°p~ n2o ~P 6. Ensure that the stone drains a section of t Dp_OD q-O 9~ ~o~ ' of 1:1 thot exte op~p°~° $o$; a z and a maxtmum side slo es a o $o $ ~ p action of the embankment has a .minimum bottom width of 3 ft. that extend to the bottom of the spillway section. W °o ~
~ ~ y z °C~},°~°~ ° W d stone s illwa p~°D 9~° q~ goo ~j. 7. Construct the mm~mum fin~she p y ne spillway bottom width, as shown on the plans, with 2:1 side ~ z
mg p-O~qO p0 ~oe (r ~~a ~q ° M slo es extending to the tap of the over filled o ~ .p over filled embankment. Keep the thickness of the sides of the z
o~ wa 3p ° pro ° ° a s illwa outlet structure at a minimum of 21 ~ o W P Y ° Q y rode to assure desi n capacity. um of 21 inches. The -weir must be level and constructed to
Z 9 2/3 STPE p g 9 z/s STREAM WIDTH N Y Material used in the stone section should be should be awell-graded mixture of stone with a d size of g ~
_ ~ = al 1 ~ ~ rasian control stone is refs = e inches class B e ~e is recommended} and a maximum stone size of 14 Inches. o
°o °o °o °o „ ~ .°~ao ? .r ~ ~ The stone ma be machine laced and the s p C~, ,u C~ I. Y P O D p~O~DOq Op O°D p ~ % o c 1 II ~ 9 "°T> 9 ~yp - and the smaller stones worked into the voids of the larger stones, o ~ ~
' 1 9 _ _ _ ~ s p o p~4p ow9 ooq$oq srR FLOW ~ The stone should be hard, angular, and highly D~ o 0 0 o a o~p Z qJ ~ ° D OD p ODD p OD q OD q ODD 9 OD p ° 0 0 ~ ~ 9. Ensure that the stone spillway outlet section and highly weather-resistant. o 0 t section extends downstream ast the toe of the embankment Z ? o
'O Q 12" THICK SEDIMENT ~ - until stable conditions are reached and outlet and outlet velocity Is acceptable -for the receiving stream. Keep ~ ~ ~
m coNT~~L sroNE ~ h stone outlet section flush w o. the edges oft e an flush with the surrounding ground and shape the center to ~
s ~ confine the outflow stream Re#erences: Outle~ W F 10. Direct emergency bypass to natural, stable ar ices: Outlet Protection). r stable areas. Locate bypass outlets so that flow w111 not damage w ~
the embankment. z J
HEFT 1 OF 1 SHEET , aF , 11. Stabilize the embankment and all disturbed ai isturbed areas above the sediment pool and downstream from the YY
1634.01 1634.01 immediate) after construction Reference ,trap y (References; Surface Stabilization}. the spillway to the sediment cleanout level {one-half the design
12. Show the distance from the top of the spillw de th an the plans and murk it in the field. P ~ the field.
Q~ ~ r.
~ ~ ~ N W
D ~j WZ
SCALE: N.T.S. _ .
MENT BASIN RUCK DAM TYPE 'B' Qo Z J
_ SCALE: P LE: N.T.S. N ~
NN

m
1.0 GENERAL STRUCTURAL
i t
~ ~ ~ r~^ i ~ t ~ ~ i ( 1 ~ t t 7 t ~ i a~ ~ k t~ t j~pp jj 7 } i 1.1 DESIGN CRITERIA FOR .RETAINING WALLS SHALL MEET OR EXCEED
~ ~ ~ ~1~ ~ ~ , ,s ~ _ F ~ f t f V f F ~ } THE WAL-MART RETAINING WALL GUIDELINE DATED 11/29/04 AND
f f /f i" r" ~°i jJ ' ~ ~ .f`~ ,r '`LLB , t ~ REVISED ON 5/12/05 & 5/19/05. o
~ ~ t 1 j i 1 # p N
ham. ? / .'.1 <; r 6 V ~ ~ # { ~ ~ ~ ~ } ~ { ~ ti t ! ~ i B £q \ i § ~ 7 1.2 ALL DESIGN AND DETAILS OF CONSTRUCTION SHALL CONFORM TO THE z o
1 r1 ~ T0 ~ ~ ~ ? ~ ,y sY ` I f I ~ ~ r' f / f i k # ~ s ~ 't . 1 1 r ~ APPLICABLE REQUIREMENTS OF THE FOLLOWING SPECIFICATIONS: ~ ~ c
f, _ ~ ~r ~ ~ ~ ~ ~ ~ ~ ~ i U 1.2.1 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ~ o ~
s ~ ~ ~ r r ! f ~ 1 J r .«r^'~ ~ z ~ 4, ~ ~ ~ { ~ ~ ~ STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES ~
~ ~ d ~ ~ ~ ~ 1 ~ ~ ~ (ENGLISH), LATEST EDITION. _ >
~ ~ ; ~ ~ ~ v .1.2.2 AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION
~ ~ r' ~ # ~ ~ , t o ~ ~ ~ 4 ~ t >1 ~ ~ ~ ° `,1'74., 17 ~PflE11 .fi2,,. OFFICIALS (AASHTO) STANDARD SPECIFICATIONS FOR HIGHWAY
t ~ + ~ w ~ ~ ~L ~ ~ ~ ~ ~ pT1 +91`.12 ~ ~ ~ ~ ~ ~ ~ w,.. BRIDGES, LATEST- EDITION. h
P " a r ~ ~ ~ E'
~ f ~ £ E r''~J ~ ~ . ~ f PC1 +fi9»a~3' ''tee. ; _ ' LL l- 1,3 IN CASE OF DISAGREEMENT, SPECIFICATIONS. IN 1.2 ABOVE SHALL N o GOVERN IN THE ORDER IN WHICH THEY ARE LISTED, AND PLAN ~
.174 0 ~ ~ ~ m. A_. ~ R- 4.44 ti NOTES AND DETAILS SHALL GOVERN OVER ALL. a ~ N
=1.7,3 r ~ t i.7 ' , 7 ~ '--------171 s' / o a
~188~ 1) > 4=~ .~.rM. 1.4 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS INCLUDING, o z
, s--~--~-=r16~ : 1 3 ~ ~ w r= . , ~ ~ PT14+2 .1 ~ sc ~ 9L l: ~ BUT NOT LIMITED T0, INSTALLING TEMPORARY SUPPORTS, SHORING AND
y^ ~ ~ ~ T 1~ ~ ~ f y fie} ~ f r . # ~ \ BRACING SO AS TO ENSURE THAT CONSTRUCTION OPERATIONS PROCEED N °p o ~
r . _ v -t.~~^~'°"' h MN :ten ..f moo. vir..:+.ia+u,5'n ~ _ ~ ,.w„."''~.,_- - ~s„T-^^'-~ Y ~ t 3 _ ~ IN A SAFE MANNER.
.v......,...,.. . r - , THIS WORK SHALL INCLUDE THE CONSTRUCTION OF TEMPORARY ~~<<~u~t+nry~r
~ m.,.».....W~.«,.,„. ? R- .O;O z STRUCTURES NECESSARY TO ENSURE THAT CONSTRUCTION OPERATIONS ~~RO~ f~~4
_:v, e ARE PERFORMED IN A SAFE MANNER ADJACENT TO AND ABOVE AREAS OF o~ .•'E Ess fp''•.
_a,.........__..r,.~.w..~._... ~~"?~'tt'~ ° ~ ~~8#'.f`&885 t 3 ~.~~u.;_, ,3, c f t ~ . ~ f PUBLIC USE. SHOP DRAWINGS, PREPARED, SIGNED AND SEALED BY AN : ~ ~ Q4o N9<~,~
ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA SHALL BE SUBMITTED ~ SEAL
"""AYR _ . 1 i::: _ b. : Sl may. ~ e. • ~ ~ FOR ALL TEMPORARY STRUCTURES. ~ 9837 i
--~;~....,....„„„a,„.,,,, _ _ Tom,'"' . .,~'""„•w- ~ ~ ~ 1.5 THE CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL . ,o`'FNr<?NE~~~~~
OPENINGS, PIPE SLEEVES, ANCHOR BOLTS, INSERTS AND OTHER ~~i,~ ~1 ~,M~
} , Y i~ ~rv ~ ~ ~ t 'rte. p~ f f EMBEDDED ITEMS FOR ALL TRADES PRIOR TO CONCRETE PLACEMENT. ~~~rr++++++;~~ a1
/ _ _ _ t: ~,,p~ ~~l 1.6 THE CONTRACTOR SHALL VERIFY BY FIELD MEASUREMENT ALL 4~I
r K ~ t ! f -r1" I~~ ~ i ~:2 'nth t 1 I / f'rl 1 ~ 'i ~ e ~ J - / ~ ~ ~ _ i OBE ~`r i ~ ~ ~ ~ ~ DIMENSIONS, CURVATURES AND ELEVATIONS OF EXISTING STRUCTURES
/ `i /P , 1 ~ a~ ~ ' ~ 1 THAT MAY BE REQUIRED TO LOCATE, ALIGN, DIMENSION AND DETAIL
tG 0451 t{R£ $ 'C~SYd kYl /'r l~ I r i '7"Y" t nf^. ~ ~i, sar~3 s s - ! vj a I THE CONSTRUCTION SHOWN WITHIN SPECIFIED TOLERANCES. THE FIELD
NOTES: ~ "4 s, ~ ~ ~ ~ MEASUREMENT SHALL BE PERFORMED PRIOR TO THE PREPARATION
1. G IN SIi FOR GRADING RAINAGE INFO. SEE RAD G EET /D ~ ~ t OF SHOP DRAWINGS, AND THE MANUFACTURING, FABRICATION AND
2. SEE SITE PIAN FOR MORE INFO. ~ f ! ~ ~ ~ ~ ! } INSTALLATION OF ALL ITEMS OF CONSTRUCTION. ALL VARIATIONS
s5 i "8 4 t % ~ ~ t 1 t ~ ~ ~ FROM THE CONTRACT DRAWINGS SHALL BE BROUGHT TO THE ATTENTION
~ ~ , •a 0s1 t` j ~ ! g OF THE ENG#NEER PRIOR TO THE PREPARATION OF SHOP DRAWINGS.
~ Zak 4 `i~~ 1.: ~ w ~ ~ ~ r ~ •T AAl IT111 ATAl1 AI Ill 1 1 AA lTl~ r'\II/1T1?/A \ ITII ITII~A Rf11AR TA llll! 1 1. / I:VN I KHI; l VK JI'1HLL LVI~H I t t~iJ I IIVU U I ILI i ItJ t'KIVK I V YYHLL
INSTALLATION. WALL CONSTRUCTION SHALL ACCOMMODATE EXISTING
AND PROPOSED UTILITIES AS REQUIRED..
a~ s
_ SALE: 1 =50 2.o caNCRETE
2.1 CAST-IN-PLACE CONCRETE SHALL BE CLASS A CONFORMING TO THE
• TECHNICAL SPECIFICATIONS AND- THE NCDOT STANDARD SPECIFICATIONS.
a ~
_ SCALE: 1 = 50
180 0 180 ~~...~~,._.~,....-..~....o -V..
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~ ~ ~ ~ ~ ~ + ~ ~
~ ~ wrt~ ~ i Y i { ( ~ ~ ~
~ Q i ~ ~ i
"PROF: GRADE , ~ ~ 175: E ~ ,175 ~ E-AR~AGE~-~OF--~IA~-1.~---~-_-...~..,._._.._.~
~ ~ ° TOF WALL ~ f ~ ~ ~ i ~ ~ ~ € ~ ~ ~a~ ~ . 9 _.w_.~~.~..~_,...__ .._.Y._~.~..~.u.~,.... w.....,_. ._w.....,.~.....~.~....~..._..~..... 4~ w„wv...~~~,..w...__._.n_ ~ 185 185 E ~ ~ ~
~ ' s 6 ~ 3 t $ E ! ~ ~ ] i ~ #
34 FES ~ { . ...~_.__.___m_~..~ , s ~ ~ 4 y.n._~.-»+m w..++.w.,......»a... { .o..w.,rsamm...-~,n.-..-.,....m..w.. ..,,..m..,_...... m.-.« ......u.., f f Ij ~ i + , 6 j ; S NOTE: ~
3 ~ ~ " R~~..~M~__ ~ ; _ ~ , PROP.: GRADE ~ ~ ' 3 eu 5 CONTRACTOR To COORDINATE PLACEMENT
H r ~ I i 170 ? FRONT FACE: OF WALL + 170 ; u.._ ~ _ _ _ . i ..«+v..~.».w+.m.e.nn,v.....t...ua..wm..uwa-wuwnan...mw.t.'...T......~....w..«..._....w.vm..~6..r~rn....ov......v.>w.r... m. ..v.~..~......-n. ~....w ~»u ..am 1 ~ C OF 4' CHAIN LINK FENCE FOOTINGS TO
i ~ t ~ ~ t , __~._rv._~ ~..~.___~.___..~~.~_~.~w._~w . , t t 3 f i 180 180 } ~ ~ t AVOID ANY RETAINING WALL TIE STRAPS. ~It
' ~ b ~ ~ # i i " + ~ ~.a~ ~aM . ~n~..~4~ ~~,_~.~.~a . ~ 4 CHAIN-u~ CHAIN-LINK FENCE PER ALL RETAINING WALLS SHALL HAVE FENCE
1 1 7 ~ ~ 9 r x t ~ TOP~WAL~ .--.,~~~vro.w,..a..REAR._~FACE...OF....WALL'._~..~_~ ...~_~_~w ~ DETAIL, SHEF qIL, SHEET D-03 INSTALLED ON TOP SIDE OF WALL AS SHOWN.
d ~ + i l # i7 R......~~.......«.,......,.,.,.: K 4 3 ~
.~...,...e...,....w.....,.~. ~~,.~....a ~...._~-«-._,.,~,N._ - ~ .....,w,..-...,_,,,M...-~.-„»-.m...-_.~- 5... ....~..v-~.-.a....F.~a...~.....,..~ f., t.~.....~..~,.,,a.... M-.......~.f....,..~......m..A..........,...,~.._,....,,T..,,.~ i ~t~ irr~o~. ~ ~ ~~+o~sa ~ ~ 165 165, f , ~.._...d ,«.....,..,.rs. _ ~ ~ rya. m+.ee Asa nm ~ -ten_.,~„ ~ ®..n n.m. m.nn+ m cn a w .
OP~F~~"~""~~"` ~ r { ' ~ , ~ ~ f 175 = f 175 ~...:~PROP~~~~RADE.~._ ; o _ ~ ~ FILL FACE OF COPING FOR
~ ~ -~-~EiIEL~NG-~~?AD ~ a __m.w~.~..~.,~.~ k~...~~v~~~__ . t , i ~ i t ~ i i _ ...:...:FRONT ;FACE OF WALL, . ¢...~r~._:~.wn~...,n..~.a~~ _.~.~.~,..~_.m~ ~ ~
"3°" °n. ~ e ~ i 1 . ; _.m~m~ u~~ w N~ ~ N RETAINING WALLS w N ~ ~~f
~..~s~ w ~.,~_W..~.,.4 ~~~_..~~.r.~.~.~.~.w~.~.~.~ ~ . ~.~u,,~~..~ ~ . ~s wT~. a j i i 1 i GRADE . nW ` {.L.
;..~_~,~,__..,~M..~n......~m ~Mk.~_.._~_~_. .,.w~...~. wMn.a_.~. _..._.....,,,._...~..~~..,,...~._..,._._.awK.,.,,A. Y,.~F...n...a,~....-......._ ~ ,~w...~.~..,.~..~ r 6 ~....,....~m.na.~ ~.,...,w w.,..~.~.~,.,~.a E i ~ r i f
160 ~ ~ ~ 42 Rc ~ ~ X160 E 0 Z { $ 6 yt ` ~ 3 t ~ j 3 P~ d E 170 ? 30 -,RCP ~ 170 ~ ._,e.. - - Z PRECAST COP#NG
4 s { ; ~i ~ ' t ~ ~r...,.,.,~ i m.....~.__.._~_.~ a..-. _ _ 11~+67.62; °.~~__wr~ , '
g ~ ~ , e # # , w.v,~....,~w_~.~ .w._~._w. _ ~._u_~...~,,,..,..~._,_..._~.w ._..w~..~.. ~ i ~m..,.__ 6 ~ j ~ , ~ ~ I ~ ELEY.~170.0{} ~ ~~r..,STA"t0~00: _ ~..~.,~,.,,,r.,w..~ M ~...E 1'-6" MAX.
~..,.x..z~..,~...~..,.~..,~,~,~,.A..~.a,..~._~a.w.~,,,~...~,.,...a.~~..~ ,.,mm,x.w~,.. .~.~.~,..~._...~,~..~..,~M.,~w_~„~M.,a w~.m~,.~.....,.,., ~,~,.~,,..,.,~.__,.,n...~..<.~.,~ ~ s` ~ } EK. 3 ~ R ELEV.~169.00 i ~ 42 RC s ~.,....~v.~ v.~ ,
s ELEV.=168.00 a ~ t ~.,....~....~..~,,,.,.4 M.,.......-..s,...,~...~,~, FINISH
k 155. f ~r~, ~ .r ~ i 155 ; 5 ~ fi i k ~ { P 165 ~ ~ .165 i,_..__~._..~..,.......~_..w.._..~.~,~.~.-e~~..~ ...~~--~-----...Y.n ~-~~~ra~ia-._.,,a_._ GRADF~
' 1 I j .71/1. ~ L3 W r S ~ ~ r~.~'vv ELEV. 66.fl0 I ELEV. 16fi.00 ...~x~._..~
~ I x.~.r»......,.W.......--. Y ..-......«-.,..,»4,»...........- ~ -.,.,„..,.,...,,~...,,......,...,..w. E ..a...d..........,....,.,_.._,..,....... ~ .,.....,.,......»,..M..,..~........ 4 ......»..„.,.,».....-,~...,.,.,,.,..,,..-A...~„ ~ «..4.m..- ~ 4 - i xOP_AF E ~ f b LEVELING PAD S } ~ ^
~ 4 , ~ t E g x.~~~.~ ~w_W,,.~.._.~ .~.~M I f 3 ~ s ?
~ ; E ? i,.....___...» ..a~ai.~.,~,..r........,...w~,..,~..~,.~:.~._....,.Ey.. ,..~_~n„„.......~..,,~.,....~.,...,:~...w,.......,e....._.....,,w._..,m, .,.~_.,.,..~..._~._,.._.,,..~.,.._.~,..~.._...,,,..._W,..~......~m_._.w.~.~.._,__.,,...-.n_.....~.w,~......w..N.,....,.._.W......~.,..,.,M_V...w..........~..._~....._>.~~ $ f EE( i r ' i $
( ' i ~ ' r ~ 150: ~ ~ I ~ 150 F W...~.<.z«..~...._.„,>.. ....r..n.=.,.. a .d..c.,>,„.,.„ _....,.w..,,~.w,-A,km.~,oJ z t ~ $ 1 4 I t16Q 160 ~ FRONT FACE
10+00 11 +04 12+00 13+00 w o OF WALL ~
~~+o0 11+00 12+oa ~ O Z
MECH. STABiLiZED ~ ~ ~ C~
~ EARTH RET. WALL ~ z Z ~
REINFORCED _ ~ ~
VOLUME _ ~ W ~
r, ~ +n , fin' SCAM. rl VRIL.. I - ~u n ~ ~ ~ a= ~ 2,_On ~ _ ~ ~
VERT.: 1 =5 _ ~ cn ~ >
_ SCALE: HQRIZ.: 1"=5Q' BERM W W Q ~ z
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~ ~ ~Z
EXISTING U ~ ~
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~ N 3 I I 4 ~ ..PROP GRADE.~..~ ~ ~ s ~f } (5" X 12" MIN.} N ~ ~ r
1751 FROM1II' FACE of wAll 4175 ~ ~ f ~~o E
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J~ Et.Elr.=168.00 r ;,w_...~_. ~w._w..,. _ A.'°72+38:8_ ~~..._w.~_...~,~~_... H
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v ~ ~ GRADE 3 i ~ 4 ~ ~ . ' i ~ ~ ~ ...I ~ w> o~
i 160 = ~ ~ ~ :160 ..............._,.~..~..~,..~....,,,.....Q k ,.....«,,,....,,,.M..g .,..,...,..,..,.............M.. R ,...N...,.. r Q r- Z
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0 50 100 125. 150

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1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE
INSTALLATION OF PROPOSED U11LmES. 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN .THE F INFORMATION IS NOT T :N IN .THE FIELD. THE BEING EXACT OR
2. 0 SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND 0 BE RELIED ON AS BEING EXAC C NTRACTOR SHALL NOTIFY THE UTILITY AUTHORmES INSPECTORS 72 HOURS BEFOR PROPOSED ,THE SANITARY LINE SHAD. BE DUCTILE IRON PIPE WITH COMPI.ElE. THE CONTRACTOR MUST CALL THE APPROPR E CONNECTING TO ANY EXISTING LINE. } IE APPROPRIATE UTILITY
MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATI 3. SANITARY SEWER P{PE SHALL BE AS FOLLOWS: THE WATERLINE SHALL HAVE MEGHA IC JOI W APP ~ EXACT FELD LOCATION OF U11L.ITIES. IT SHALL BE THE VY EXCAVATION TO RE UEST Q , ~LL BE THE ~ " I ~ ~ .
" N AL NTS ITH ROPRIATE j 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 ~ ~ :LOCATE ALL EXISTING f• ~ ~ ~
8" PVC SDR26 P CLEARANCE. MEEtIN R UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROV ER ASTM D 3034, FOR PIPES MORE THAN. 12 .DEEP G EQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 SED IMPROVEMENTS SHOWN I[ f ' ti~~~ ~ ; ~ ~ j yy ~p PROPOSED }p..~ , .i°n ~ ft ~ ~ 1 a Z
6" PVC SCHEDULE 40 (AWWA C-151) (CLASS 50). ON THE PLANS. DUCTILE IRON PIPE -PER AWW 17. .CONTRACTOR IS RESPONSIBLE FOR All NECESSARY INSI A C150 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED ~ d .STATE EM PLOYE~S~ _ ~ ~ _ ~ ~ i ESSARY INSPECTIONS AND OR ~ ~ ~ ~ ~ ~ , ° j , ~ ~ s ~ ~ } ~ j ~ ~ ~ Z 0 ~ ,~E - ~ ~O A fg 4 S~ 3 3 } ~
BEFORE BALKFl CERTIFICATIONS REQUIRED BY CODES AND OR UTILITY S LUNG. / 4. WATER LINES SHALL BE AS FOLLOWS: ?R UTILITY SERVICE COMPANIES. ~ - CREDIT UNION ~ { { rE ~ ~ I f t~~ Y OLI. W ~ F P f ~ 4 I ~ v a Q t i (f
THIS AND THE FINAL CONNECTIONS OF THE SERVICE SH " 11. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE 6 AND LARGER, PVC G-900 PER ASTM D 2241 30 DAYS PRIOR TO STORE POSSESSION. SERVICE SHALL BE COMPLETED - ; ~ . ~ ~ ; 1 ~ : t s t 1 4! CtJ f ~ r E' t ~ tt
FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE {;LASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150- 18, .CONTRACTOR SHALL COORDINATE WCTH ALL UTILITY „ FlNISHED GROUND ELEVATIONS WI'Di WATER TIGHT LIDS. COMI ~ ~ . ~ : ~ ,7TILIlY ~f~ COMPANIES FOR }jE ~ z { ~ N
6 AND LARGER DUCTILE IRON PIPE PER AWWR C150 INSTALLATION RE UIREMENTS AN 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 2$ DAY Q D SPELIFlLAIIONS. ~ _ I A t
SMALLER .THAN 6" EITHER COPPER TUBE lYP " " E L (SOFT} PER ANSI, 816.22 COMPRESSION STRENGTH AT 3000 P.S.I. 19. REFER TO BUILDING PLANS FOR SITE UGHTING ELECTRit OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. s i ~ ~ # NG ELECTRICAL PLAN. ~ ~c ~ ~ i 4 y ~ f r 't ~ ~ ~ iT S t ~
13. EXISTING UTILITIES SHALL BE VERIFlED IN FIELD PRIOR TO 20. UNDERGROUND 3-PHASE INSTALLED E3Y THE -POWER CO 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. INSTALLATION OF ANY NEW LINES. , f ; -POWER COMPANY WI ~ ~ ~ LL BE 1w~ ~ ~ ~ ~ r ~ ,a ~ P
5 BEHIND BACK-OF-CURB{BOC.j (TYP.) - 6. AL.L WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST 14. REFER TO INTERIOR PLUMBING DRAWINGS FOR 11E IN OF ALL UTILITIES. ~.3 , , ~ I~~ I~ 6 Pfd f P ~ P ~I s 3 ? q'
21. CONTRACTOR TO COORDINATE TEMPORARY POWER SERVIi BLOCKING AS CALLED OUT IN SPECIFICATIONS. 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFlCAlONS , OF POWER COMPANY. aWER SERVICE WITH THE ~ . ~ ! ~ t ~ 3 sp ~ .
7, All UTILITIES SHOULD BE KEPT TEN 10 APART P E LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND " { ) ARALLEL OR WHEN CROSSING 18 RTICAL CLEARANCE OUTSI E EDGE F PIPE TO INSTALLATION OF THE WATER AND SEWER LINES. 22. 2" GAS INSTALLED BY THE GAS COMPANY WILL BE 2' E o ~ ~ ~ .I ~ ; L fiLL BE 2 BEHIND BOC. ~ , ~ ; ~ e LIE ~ ~ $ ~ ~ ~ ~ ~ ~ n ~ ~ P ? ~ N Q P: [ r
OUTSIDE EDGE OF .PIPE . 16. 1TiE CONTRACTOR IS SPECIFlLALLY LAU110NED THAT THE LOCATION " 23. ALL NECESSARY INSPECTIONS AND OR CERI1FlGAlIONS F iFiCATIONS REQUIRED~~ BY CODES ~LL ~y~a_. I$$ ~ f ~ ~ ~ ~ ~ ~ a ~ ~ r ~ I; 3 f ~ ~ ` 0 p
8. .CONTRACTOR SHALL iuIAINTAIN A MINIMUM OF 3 0 COVER ON A AND OR ELEVATION OF EXISTING... UTILITIES AS SHOWN ON° THESE / LL ' AND/OR UTlLTfY "°SERVICE COMPANIES SHALL BE PERFOR' WATERLINES. PIA S IS.~~BASED ON°°°RECORDS OF THE VARIOUS UTIL'IT'Y COMPANIES, ' ~ BE~. PERFORMED PRIOR TO. ~ - ~ ~ , I ~ ~ ~ I ~ ~
ANNOUNCED BUILDING POSSESSION AND THE FINAL CON FHA (TYP.) I ~ , , f FINAL CONNECTION OF SERVICES. ~ , I ~ ~ ~ ~
, _ 2 GAS BY ~ ~k ~ G 2 GAS BY .w~ ~~GAS COMP ~ ~ ~ ~ ~ SEX. ` 12" W,4TERL! ~ ~ ~ j ~ P ~ 1 ~ ~ ~ Ii.! ~ ~ , ~ W
4R':, }a"v°~J"ihx~ r~~~~~ GAS COMPANY` ` ~ i•. .SCII.G{J' is ~ J ~ P; ~ ~ ~ 'rNt`•?d'~t?tOhC~~ D li
~ G . , ,,.r REACTION BLOCKING , ~ : ~ ~ i I ~
12 GV . ~ , " "-TEE EASTPOINTE . M ° _ 12" GATE VALVE 12 xs ~ U ` ~ ~ I ~ ~ E t 4 x,
a.:-' rr;: r ~ t . , b , MECH. JOI ~w } ~,~s~~~~vr a ~ - ~ ;~.~T a : G3F°° cA~Oj qI
. BLIND .FLANGE " - » . 3aa ~F - 8 DIP SS ~ a. a~ ~ ^~.4..: F t E t R ,i j
'W MP. 2 80A LF. - ~..,,.f M - ' S®0:40 e ~ ~ ~ ~ ~ i ~ ~~5~~~ ; ~ TIE ~~~P~oPasEQ DIP ~wATERUNE ~ e~°
ss~ , 1 .SERVICE . ,F ~ sss wmn. , . . 9 3D 4~' E ~RdICE . ~ + ! 3D ~ SERVICE j ~ TO EX. INST. ~ _ ° GATE::. VALVES _ SEAS - ~ ~ P ~
. - T ~ ; 6 SS SERVICE 6 SS .SERVICE ELEC. ur ~ , ; , ~ SERVICE ~ P ' ~ s ~ REFER TO SHT. C-10 FOR MERE ~ ~ • P ~ i P z ~ ~ ~ INFO ON EASTERN AVE. WIDENING ~ 19 8 3 7
. r , . ,.,a,.,.. . ~ ~ ~ ~ ~ AND EX. UTlLIIY RELOCATIONS ~ :
n 6 SS ~ ~ 2 GAS SERVICE ~ LEC, v~ - - SERVICE ~ ~ _ . ~ ,o'F~;G1N~~~•' ~
14 . w. ~_yy:. ..N..., R LATERAL AT MINIMUM 1.0~ SLOPE. , . ~ SERVIC ~ ~ _ ~ E ~ LE v ~ ~ r r~. F G ~ 2 ,.METERS ~n ~ ~ v TELEPHONE l 4' ~ ~DIA.'' CONC.
A ~ ~ . 4 ~~~DIA: ~~,CONC. H ARCHITECTURAL PLANS. .UNDER+ ~ SERVICE... W PE K COPPER ~ ~ ~ ~ r ~ p 4 DIA. CONC. /TY ~ ~ SERVICE h i , .,....,...UNDERGROUND TELEPHONE ~ S RVIC v ~ a w'~ 2 GAS SERVICE , I F~ ; rv S$ #MA HOLE I~~~~tuuua S y TOP = ,,1:78.49 ~ gR+Oa ~~o~
SS MANHOLE INSTAu GAS ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE FOR TOP = 178.40 E E TYP. ..SS MANHOLE {NSTALLED, w BY TELEPHONE COMPANY ~ ~ ~ ~ • 13 ~ ~ , F G~ •~1 ~ U RGROUND TELEPHONE ~ I ~ € ! ~ ~ ~ ! ~ ~ INU" IN , 167:40 °mH o~~~
INSTALLING PIPE BOLLARD PROlEG11ON AT METER. CONTRACTOR i ~ INV. OUT=171.1.,8 OORDINATE WITH GAS COMPANY FOR TYING OF _ ~ I TOP 182.19 ! ~ , t: F I _ .a ~ w ~4 DIA. CONC. 2 ti~METER SET I D` BY TELEPHONE COMPANY ~ ! - INV. , IN-168.32- j ~ ~ ~I ~ IN,1l; OU =167.20
INDMDUAL METER. , , 2 „ ~ - W/TYPE;;_, K .COPPER ~ ! SS MANHOLE _ ~ ~ . ! I ~ ~ ~ ~ ~ ~ ~ „ ~ ~ INV. 'OUT-168.12 ~ _ ( , 2 METER SET.. ~z ~P i~~
CONTRA T C OR IS RESPONSIBLE FOR COORDINATION WITH ~ ~ ~ ~ SERVICE TYP, . ~ , w TOP - 187.31 ~ ~ ~ 'K' COPPER ~ ~ ~ TT , t 4i ~ ! s~ °"t
' C GA5 COMPANY .REGARDING THE SIZE AND INSTALLA110N OF GAS SERVICE LINE. H .....INV ..~IN.=169.72, ~r ~ ~ SERVICE _ , ~~;12o F ~~e" DI; ss ~~.o.4a~ ~
~ INV. OUT-1-69.52 ~ E ' ~ i ( P } t~~
D " 3/4 PVC CONDUIT FOR TAMPER SWITCH. ~ r~. a _ ~ ~.~...r_. • , a o,~ ~ r ~ ~ , i f ~ ~ ~ '~i
. . ~ c PROPOSED LOCATION OF TRANSFORMER PAD. CONTRACTOR TO q LOT 5 . ~ 1 ! .
' L VCDIN [VAhT t n/'~ATIAAI AAIrt M7[ 1lIITU enur D nnunA?w ne~nn Tn ' ° rLni~ ~ Gnnvl Gvvnnvlr nlrv a1LG min rvrrEn tiVmrruvl r-RINK EV ; _ LOT. 3 ~'V M 17 ~ 1PPf ~P: t 11 . - ,E I1 N: 5010.97
INSTALLATION. CONTRACTOR SHAH BE RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD. CONDUIT AND PIPE BOLLARDS ;y d. - ~ LO 2 .~WMK u d ~ s. ~ i P r ~ P ~ ; 4( ~ ~ ` a E: 4827.89
+ AS REQUIRED BY 1NE ELECTRIC COMPANY. CONTRACTOR SHALL y- I. G • , i ~ " 4,_ DMA, ~ CONCH
COORDINATE SAID WORK WITH THE ELECTRIC COMPANY. FINAL LOCA110N OF TRANSFORMER AND BOLLARD CANNOT CONFLICT WITH ! ,f , ~ ti ; ~ ~ ~ ~ ~ ~ ~ SS .MANHOLE
TRUCK ACCESS TO DOCK DOOR. ~ ~ - r.. a. ti ~ ~.n 4 y. a i f .e,. z,...
UNDERGROUND TELEPHONE TO BUI I _ F LD NG TO BE EXTENDED BY . : , k t I . ,e r~ ~ IP~~ ~ INV:~,,IN=166.2 ~ _ i. ~ ~ ~`~INV. OUT=16.52
TELEPHONE COMPANY. t ~ ,~i ,M. n. . ~ ~v. A : ~ ~
CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE . : ~ 1 .a .
G COMPANY FOR THE INSTALLATION OF TELEPHONE LINES. , , - . , , , - } s., . y:. . v,Q I a 1
CONTRALTO r. ° .r_ , R SHALL COORDINATE THE TYING OF INDIVIDUAL METERS WITH THE ELECTRIC COMPANY. w - ~ ~ s, z I , ti.. ,wxv~. , , u~._ ~ P ~ ~ ~ z ~,t P ~ P,,PP,
, ` i r e 8 P I~l~ ° i`, v`I~
i 3" DOMESTIC WATERLINE ENTRY WI1H METER PER NASHVILLE PUBLIC + WORKS REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR - ~ - ~ . ~ ' _ ~ i~~ ~ t , > w o ~-tom [ s , , ~ , ~ ~ s ~ Z M ~f~: w Pr....,
z, _ - - INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS _a~ - _ ~ ~ ~ ~ _ , : ; S d ~ r` m ~ . _
BALKFLOW PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE - - - . REQUIRED. CONTRACTOR TO COORDINATE WITH NASHVILLE PUBLIC y _ ~ ACCESS_ DRIVE 2 . _ .~rc. t~ 1 " . ~ -
WORKS DEPARTMENT. FHA... , . $ , - - , • { g ~ 1
, ~ SPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED T4 INSTALL ' 2~ IRRIGATION WATER ENTRY O+os.00 X ~ D
ANY APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT - ~ A ' - ~ ~ s 3 . . v ~ i 5 ~
~ ~ .w.., UNITED T0, A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION I . i ° DEVICE, IN SERIES WTiH A CHECK VALVE, GATE VALVES, ETC., 2° WATER METER ;r , . : 2 IRRIGATION -WATER FROM ..STORE.. ; , ~ . ,
MEETING NASHVILLE SPECIFICATIONS. . ~ . YARD HYDRANT -SEE .TO' LAWN IRRIGATION (o+a.oo) W' C ~~r - = w~ , K . ........UTILITY. DETAILS - . ~ _ _ RATED LID a < ~ s r ~ ~ APROPOS D 8" DIP WATERLINE f P ~ ~ Ai.l ~2) caT~ vA~.vES ~ ~ ~
..a. . ~ PROPOSED FIRE HYDRANT AND ASSEMBLY, TYPICAL AS INDICATED. _ ° f 3 1=1 4 CONDUITS ° FOR IRRIGATION O ~ - t , DOM. WATER.... H ~ P i s. z ~ a V
~ ~ ~ CONTROL ENTRY, ('1) .2" & ~(2) 1" COND,UffS , , Y ' ' FOR IRRIGATION::...CONTROL AND UTILITY BOLLARD i " DOM. W TER {0+03.00} . (0+48.5 , h e
K , REMOTE GARDEN CENTER UTII.mES PIPE BOLLARD. SEE DETAIL SHEET. _ v ~ ~ ~ ~ f ss .,~A., ~ ~
i ~ ~ IRRIGATION CONTROLLER INSIDE ~ _ 2" WATER: ' . 8" DIP WL
ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK L " TRAFFIC SHALL BE H-20 LOAD RATED. THE TYPICAL PULL BOX .SIZE ~ ~ ~ _ ; FlREUNE METER-.. . ~ ~ ~ ~ REFER TO 5HT. C-1O FOR MORE
n " n , WILL BE 18 X 24 24 . DEEPER BOXES MAY BE REQUIRED WHEN - R- ! , f : ~ ~ P ~ INFO ON EASTERN AVE. WIDENING ~ f ` ~ F, ~ AND EX. UTILITY RELOCATIONS
THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL BOX SHALL BE INSTALLED PER THE MANUFACTURER'S ~ + BACKFLOW ~ ~ r 7 ~ ; PREVENTOR 70 .~F~ t. I ~ ~ ' ! ;
{ I " SPEGIFlCAIION WITH A CONCRETE COLLAR AND A MINIMUM OF 8 OF I I _ , w :.r BE .INSTALLED ' S" -FIRE `LINE t; E I ,I ~ ~ E I 1: I ~ CLEA OUT; , . x z _ INSIDE BLDG . a~~.o0 f~. 50't0 07 ~9 E: 5131:69
GRAVEL COMPAC P P ~ ~ ~ ~ I ~ TED ER ROJECT SPECIFICATIONS. IF USING A - PULL BOX TO HAN R I " " G " GE DI EG110N THE MINIMUM BOX SIZE SHALL BE , .J , , , ~ , , ..m_ ~ ; - 6 SINGEE T _ < i
4$ X48 X 24 PRE-CAST' CONCRETE WITH SEPARATE M,ANAHOI.E ~I L UD AND COLLAR. p O cLEA~auT BR-7 ~ ~ ~ Mv. - INV.-3 68.90 ~ ~ r , , 1 t ~ _ 4' D1A. C,~NC. 4, SS MANFOLE
E~ . , • PULLBO c~ _ . ' TOP = _72.33
" " ONE 3 CONDUCt SHALL BE GARCON TYPE DB DIRECT BURIAL M '177 LF - 6 PVC SS f, , ~ M _ ®,3;00 x 6 SS SERVICE i, ~g INV. IN=~ 63.59(CO} ~
TELEPHONE DUCT OR SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE WITH A MINIMUM , . PU LBO .-w., rv . (x424.00} a ~F_ ~ - a ~ ~ = - ~ ~ ,i dQ - . - r , . ~ ~ ~ ~ ~ INV. IN= 62.02(10} r ~ ~ , . _,.-INV. OU1'=161.82
PUWNG TENSION OF 1O0 POUN S. 111E ~ D MINIMUM BURIAL. DEPTH I + " ~ I; y , _ 3 . , t u_... ~ .
SHALL BE 24 . INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH " INTEGRAL BURIED CABLE WORDING, 12 ABOVE CONDUIT. ~ _ ; _ . a., . F- .s ~ p , - GAS , .METER ~ ,BLDG: ' BR-6 ~ 1 3 caN UIT B ; p. _M~ P
I " " " ~ ( D FOR SECURITY CAMERA . rn ~ ~xa X481.50 W/BOLLARDS ~ t _ } _ ! ~
, N ONE 2 CONDUIT SHALL BE GARCON TYPE DB DIRECT BURIAL ~ ' TELEPHONE -DUCT OR SCHEDULE 4O PVC. INSTALL GALVANI PU ZED LL I ~ , ~ ~ - L f f r i i i ~ 1
WIRE OR PURPLE PROPYLPOLYI7HYLENE ROPE WITH A MINIMUM PULLB4X L a . ~5 ; , , r , P ~ ~ I ~12$ LF - 8" P~:* SS ®3.50% C„l~
PULLING TENSION OF t 00 POUNDS, THE MINIMUM BURIAL DEPTH SHALL BE 24 . INSTALL. AN ORANGE DETECTABLE HAZARD TAPE WRH { ~ . , . , , i"dx ~ ~ s w,
INTEGRAL "BURIED CABLE" WORDING, 12" ABOVE CONDUCT. THE 2" LP , R {,.x.25} ,s~ ....TUCK ` 4~ , ' J
CAMERA CONDUR SHALL BE SEPARATE FROM THE 460 .VAC LIGHT C~ FIXTURE POWER BY A DI</IDER PLACED IN THE LIGHT P OLE BASE . i CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS.. fOR _ ~ ~ _ ; ~ ; ; M„ ~ ~ ~ . ~ .ENTRANCE {t
JUNCTION BOXES. ~ I ~f ~ EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED _ ~ , V, w._ UNDERGROUND 3 PHASE PAVING, EXIT PORCl1ES RAMPS AND TRUCK DOCKS, PRECISE ~~;s „ I ' BY POWER COMPANY_ _ ;3~ ! I ~ ~ ; ; a 4' OIA CONC. ` ~ ; ~ ~ ~ SS MANHOLE
b ALL CHANGES IN DIRECTION OF THE CONDUCE SHALL UTILIZE STANDARD ~ ' j ~ ! ° E 1 ~ BUILDING. DIMENSIONS'-AND'.EXACT UTIL'I'1Y EN'CRAIVCE LOCATIONS. ` i F a.
i :3 SWEEPS WCTH A MINIMUM BENDING RADIUS LISTED IN THE NEC. NO ~ ~ BR 5 _ r . . t ~ ~ ~~'OP? 167.90 -I _ ~;~1N~: IN=157.34
MORE THAN 2 90-DEGREE BENDS WILL BE ALLOWED BETWEEN ` , PULLING POINTS OR A TOTAL OF 180 DEGREE COMB N ! , S I ED N SEVERAL . ~ ~ . ~ ~ , i ~ ; ~ ~~1NV. OAT=157.14
BENDS. PULL BOXES SHALL BE LOGA TED EVERY 400 FEET UNLESS ..r _ ° ~ r: v (2} 2 COIVDUC,i~ , flRA FIBER OPTICS i Q~ ~ Q Z
THE COMBINED TOTAL OF SENDS RE UIRE ADDCEIONAL BOXES. Q ~ ~ ~ ~ W BOLLARD ~ ~ ~ TRANSFORMER PAD 6 / 2+s~s~ ~ & BOLLARDS ( ) ~ ~ i~ 111 1 ~ ~ ® L)
RESERVED 0 i r _ (BY :CONTRACTOR ~ ~ 7~~ 2 s < ~ s. i+l 3 ~ i r, ~ ,t, ( } SINGLE TRANSFORMER BY POWER,COMPANY T, i i i 1 t' ! ~
. F ^ ~ ~ {3+o3:~n , cLEANOUT 1 .,4 ~~.FE 800 ~ ?.~'7 xa , sa ~ ~ Li
UTILCTY EASEMENT -WIDTH VARIES. A!1 UTILCIY EASEMENTS SHALL P BE CENTERED UPON THE UNDERGROUND UTILCiY OR UPON _ ~ ALA 7° 3~-~P~ , ~ ~ ~ _ TELEPHONE SERVICE Df. 12 wA uN~ ~ ~ V) Q ~ ~ ~ ~ ~ ~ Q W nt~ r
I I I t~AL-MARTS PrRuPERiY LINE IN THE CASE OF THE t1TIL~iY EASEMENT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ! , l , r {3.r . ~ ~r ~ i Q J
CENTERED UPON THE PROPERTY LINE FOR THE T W 0 N 4F NASHVILLE. DUMPSTER ,DRAIN :I 4 L TOP=177.50 ~ 6~ ;:n . , ~_~__.,._.r._.. ~ ~ ~ tf~ ~
I PVC SS y r ; ' NV.OUT=175.00'' . TIt :z 4 ' - ~C ~~aS
~ ~ I a ~ 5.00 ! . C-143-SGL-NO , I. ( ~ . I 6 Pvc ,SERVICE FROM ' I A ~ z ~ 3
4459-00 - DUMPSTER DRAIN TO BR-3 ~~~Q~
t . ~:E ~ ~ ~ ~ W
E `I GROSS FLOOR AREA s0 ~ a~ Ss ~ 2.~ox ~ > ~ m
I ~ ~
Q_ 1~ ;J \ 214 Lf
j ~ I 6 PvC ~ 4.00
, , ~ 6 r ~ { ) ~ - ~ ~ ~ [ ~ ~ I ~ i ~ ~A~'nn~~
C ~ 2 i ~'l ~ u ~ ~ ~ ~tLks
6 SINGLE CLEANOUT N: 4846.32 w ~ BR-2 INV.=169,50 a+~4.oa 06 { } z 5528.04 ~I . ~~f~~ # ~ REFER TO SHT. C-10 FOR MORE
S , ~ _ J , rV ~ ~ a5sz.3a 4 DIA. CONC.. ~ ~ ' ~ ~ ~ ~ ~ INFO ON EASTERN AVE. WIDENING ~ , ~ ~ ; ~ ~ AND EX. UTILITY RELOCATIONS ~ rn
07 ; w E 5525.3? ~ ~ SS MANHOLE i~ a ~ ~ ~ rn~
I r '~i P~ ~ 4' DIA. CONC. 3 TOP = 175.50 ~ I a ~~o
r~~ P ~ a ~ , SS MANHOLE a INV. IN=.166.06 07 , o = TOP.. 177.00. INV. IN=164.09 CO ~ ~
a 1 ~ ,v BR-1 - 0o INV. 1N-169.36' ~.y
I INV. OUT-:163.56 C INV. OUT=169.16 ~@ J ~ ~ ~
~ 9 ~ s , v.~~ . . N W I ~ ~ ~ i Y ~ ~ ~
h _ _ - _ _ A 310 LF - 8 DIP SS ®1.OOfi TIE PROP SEA 8"' DIP WATERLINE o x m
~ / BEND W REACTIO ~ TO~, EX '~J~TAII. (2~ GATE VALVES nom. ~ ~
j ""'~"'r-~..,,~, R BLOCKING (TYP.} ~
t= ~ ~,.:h ~ M~ - I 6 DIP 1NATERLINE ~ GREASE INTERCEPTOR ~ ~ ~
d 4; ~ I ~ Tr?~ ~ z; SEE ARCH./MEP ::PLANS 1 O2 Lf - 8" ~ _ ~ ~r D1P SS ~ 5.00 5 t ~:..5o0~.ss X557:84 H ~ ~
I r ~ t 4:r f t n Cpgp, . za ~f~ . ~ I ~ , 5' DI~~,CCONC. INSIDE
, w , ~ f ~ ~ ( } Y~ . FHA TYP. ~D OE~~~ MANHOLE- Q
` 91~r~7~ a Ya,~ 6q$,~~p ~ r` t3 ~t BEFORE YOU DIG _ ..n_ ~ t ` 6 3gt~'" f ` ~ T ~ P f ='163.25 ~ Z 6t~: _ N: 5245<26 ~ z ` iN . i -1 8.46 0
, ~ - c- PROPOSED GAS LINE CALL TOLL FREE ~ , e n r z ~ 5 6 ~ r E. 5676.90 . ' IN~I. l~=149:89 08 4' DIA. ~~`CON~. w
_ _ 1 800 632 4949 ;x E PROPOSED UG POWER ~ ff r1 n v..``... ~ ~ r.~~...: : ~ ~ , wr 'S' t ~ j ~ ~ 4 k , ~ ~ ; °~,I ~l. ~1T=149.69 ~ y ~ z SS MAN = OLE ' o
i~: .f ,.,,:.`y .et }y y ~ - .q. ~ ~ I ; , TOP EL :~~49..25 ~ ° Q x 0 : ` B~~ DI SS ®0.50 t~ ~ N.:5o~2sa~. ~ ~ ~ ~ INV. I~ EL.=143.85 r z
4 T PROPOSED UG TELEPHONE o - 75.x.£ ~ - ~ + , ,r ~ jj ~ ~ ~ ; r } ~ ~ ;1 , ~ ~ _ P. * 1~„~y ! , t~ a'' d r. ~ _
® PROPOSED LP CAMERA CONDUIT 7~u amt ~a acr ~ ~x;~ g ~ ,r _ - ~ 3EStl p~ ~ _ X10 py~ , ; r' ~ ~ + ~ J , ~2#4 1 I ~3 E: 'SSSO 32 INV. OUT: ~L.=143.65 s 1 ,
REACTfON BLOCKING f s ~g ~y - J l .w..,.. , ` ; ~ 4' ~1A. CONC. ~ r ~S 'NHOLE
{TYP. AT ALL BENDS & TEE s} UY ~ ~ ~ _ ' s°"""~. ~ '1~ ~i 3 ~ r. ~ TO~~~ 163.00.. o ~
TEE p ~,~3. ST t~7a ~ e ,b,,,. _ i s ~ r' INV~~N=148.69` ~o LF o ~
GATE VALVE r ? d 500'4.44 ~ INV~ OUT=148.49 ~ ~ {8" DIP ss ~ o 0 ` 2.50% Z ~ ~ 00°0
lel ~ ~ ~ ~ E: 5644.70; _ E 4 ~ D1A. ~CONC.~~ i~ ~ ~ ~
_ FIRE HYDRANT ASSEMBLY :FHA { ) NORTH .CAROLINA b C ~ 1 ~ ~
. o ONE-CALL CENTER 4 DIA. CONCRETE SANITARY A SEWER MANHOLE i ~p~ r~ ~ x~.~SS =MANHOLE _v t ~ ~ ~ TOP ~ 1 fi9.00 , ; ..r ~ ~ ~ ~ t
;..,INV. IN=:14.29 ~ I.. t 4 ~ 3 i 104 ~ ~ ~ ~ ~N Z ~ ~
~i x t INV. ~ . ~ 09 ,,a : ~ . ~a~.° ~ f 09 ~ , I 8" DIP SS ~ ~ ~~:g ~ ~ ~ X m
~~,o ~ ~ ~ ' ~2A5 °~l } ; 1 ~ „ ~ 80 LF 8 DIP SS ~.SD. ~ t ~ N~.S'284.24 ~ ~ ~ ~I ~ 8'"~1P~ SS~~~, ~ Q ~5 ~ ~ ®1.001 ®5.00 ~ ~ 01 a e:~~ss7ss SS 0.5179' i ~ .I ~W`
~a. BORE & JACK 7O LF j I ~ , ~ ~ ~ ~ , ~ ; ~ ~ ..4._ DIA. ~'NC~DOCHOUSE)
X16 STEEL CASING ~!'!f~~ y. f k~' 3 ~r`` ~ ~ ~ ,~-~S MAN1-~QLE ~ G i i . ~~t• 5179 40 ~ , ~ > ~ ~ ; I 5~05:s6 ~ ~ . , ~ TO~P•.,EL. 1 ABOVE EX. 4 ~
~'i i ~s „ 4' DIA. 'CONC. 11~: ~ ~'~#Ny~.~ I~N~. EL.=142.65 N
i ~ ~ ~ ~ , ~ ( ~ - INV: ~OUT.~, =X41.65 0 ~ ~ ; ~ ~ SS MAN~LE , ~ ~
} l~3> r TOP EL.~~ 56.50 ~ ~ ~ ~ z
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FOUNt3ATlr?A $U138URFACE PREPARAT~1 Nxah+~Ne, Forth CrlriilN~a EilanClr g, 2tlf~ Wz~•IYSar# Stnre *4459•QD
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UNt.ESS SP'ECEFICALLY It+tDECd4TED OTHERWISE tN T'HE DRA4+~INGS ANDtQR SAEgfiGA7I~JNS, THE LI~11T& C7F TI~6 SUBSURFACE PREPA~RAT14~~1 ftRE ~ ~ ~ ~ t ~ ? ~ t ~ .iii ~ ~ ` j ~ - F-
GQN51Cr~~? TO 81: THAT JSt~RTI F THE tTE DIRECTLY E~NE}1TH AND 1b fiLL EtElAT1~RIAL REGIUER~ FOR THE BUILDING PAD SFCALL CONSIST CaF I t}AI ~ S FEET t3EYCEND THE BUILDING AND APPUJ~TE:NAIVCES. Al?PUR'~tVANCES ARE AI~RC~VEb C3t<1•SiTE MATERiAt C)R flFF-SITE MA7EFlJAL OdNSISTING OF CC1W ~ ~ 3 l ~ f
THOSE ITEfu1S ATTACHEJJ Tb FHE i PR ER AND TVRIO.ALLY INCLUDE PL.ASTICETY CdFfES1VE FE.L tJR GRANL7LAR FJLL CANTAENJNG AT LEAST ~ eU LDl{~G OP tl'96 e' ~ ~ ~ i
Sl1TNt3`( E.IMfT£C1 TC1'1'NE $~)ILl~it~ SIDEWALJ{S. GARDEN CENTER. Pt'?RCEiES, FINES. RAJWEPS, ;3TOtlPS TRUCK WELLSt t7QGISS CONCRE~t'ts RPRCat+IS AT THE R ~ , ~ , . ~ k yy ~ & f ; z f £s {7 p( ~ $o ~ ~ ~ Q t ~ 3 i ~ i t Y€ t O W
AU1~1Mt?TIVl: GEHt7Efi, COMI'AGTOR FAD, ETC. THE SUBBASE DOES 1*IOT LQGATItIC~t WITH RESPECT Tfl FINAL RA£}E P.I ~ C LL. E3CC~ID BEYdND THE LIl~tTS DF THE ACTURL BUtLDII~ aND T'hIE BUILDING aREA, t~AP1R S FEET 25 54 i ~ 9 ~ ` t","~ ~i i f ~ f j~~ = 1
APP!l~T~IANCE,S. tiE ~ ~ ,t ~ E ~
FILI, SHALL EiE` PLACED IN LE?C}SE LIFTS NC)T EltCE@DING $ iNCHE:a IN E;3TABLESH TF~ FINAL SUBGRADE ELEVRTI4JV Ft?EZ THE FLObR SI.AE~ AT 1f.9 TJ-IICKNE AND GQMPACTFb fib AT i`EA&T 98 PERCENT OF THE STAJdDARQ ~ ~ ~ OSED ~ z
INC1~5 BE1AU1t FIiJI5tIfrD FLt3CtR ELE:VAI'It}hl TO ALLY FC~t A 5.5 INCM SLAB J3Rt}GTOR la1RX~+11,~1 fiRY ~~JSI"t~' ASTM 0688 AT A Mt?ISTURE Ct?NTEN'f i ~ Tt~i~i{J4E S N ~ ~ S A D 6-I1~CME5 OF SUBBASE. OR AT 10 IM1iCHES $ELUW THE Vt'ITHJN S PERCENT !DF TFtE OPTEMUM Mi7I&TURE: Cf,1NTt:~tT. F~.l, MATI=R#AI, m~ ~ ~~STATE EMP~OYEEc~, ~ ~ ~ _ Ht *dtf ;r ~ ~ I r
~D FLObbR EtEVA7'ibN Tb RLLQW FOR A a J1,ICH SLAB ANb A 6 It+iCH USED FOi~ E~tISIN Sk1BBPSE. E=C}R EKP"~~ SLAE3S: THE 5UE36ASE SE~tL CdJ+ISiST CIF 4 INChIES G I7E IN THE BUIL[~NG AND PAl?fauFENT AREAS St~kl~ip ' ~ ~ CREDIT UNDO , ~ ~ ~r ~ m;
CONSIST ClF,4PPR0111=D tatA'fE1~1~4LS, FRED bF fjR~,tv10~ ANl} DEE3EZES. THE aF CX7JtR5E AGGR1:C~iTE ~1EETENG THE GRADATION REQUIREMEi~'CS C!F' A;STM QN-$~ SANp St?ILS EXCAVATED Di1RING GRADING {IPERATEON
D,448, #~{l. 57 DR ~ C4VEI~ED WETi~i F INCHES CIF FINE ACGATE M~i'IEVG S ARE TES GRAIaA'[ION REOUIREA9ENTS rJf ASTC~t D-4dEJ N0. 1d WITH TO 1296 CONSIDERED SUITAI~I.E FOR REUSE A;S FILL. THE C3N .SITE CLAY S©ILS 1~-.~,~....~. ~y ~ ~ Et '
P9AS51NG THE iVtr. 2(1Q SIEVE. THE SU68ASE St~ERt.L MEET THE a{'£tAE)ATIi~H SHOUD) NOT BE REUSED AS STRUCTURAL FILL >iUITHiN TliEr SUiLDtN~a AREA r RE{~JECEtulENTS E)i,JTLINEI? AA~~~yVE Atli} OF NOi~TH fhARt~UNA DEPARTk1ENT ~ ~~iN ~ FEET ~ EINISE~IEL1 StEBGRA,4£ IN THE PAUEE4~NT AREAS. ' _ ~ ~ t ~ ~ p } ' 3 °
Tt?iaNSPQRTATION [NCDOT "STANDARD SPECIFICATIONS FCJFt RO,~t$ ANp ' ~ " ~ J ~ TMf_ FQ~Uf+ECl~4Ti0N rr t t a ~ ~ '~:`;m, awn ! a I' ~ # i; a f~ i Sft~E 0
STFrUC'RJRIrS . $Y$TEM SHALL BE ISt?J.ATED SPREAD FOOT~dGS AT t'~ a CULE7~4N;3 ANa ~NTIAiUOU4~ SPREAJ] FCP>DTINGS ~tT TFIE VifdLLS. s r ~ ~ t' ~ v ~ € i { 1 ~tlfF ~ ~i f 3 ` ~ 1 j 1Z' ~ ~ ~ ,
THE COrdTR R !S Ri=SRC1i~JS1 F ~ ACTf~ E3i.l; CSR OE3TA1N1l3G kCCURRTE 1 MEASEtRElAENiS FCC ALL CUTAND FILL DERTHS RE{~UIREi]. THIS FOI~JDATi{lN SUBSI~RFACE pREPARATIt~N QQES NOT CONSTITUTE A ~ j r t ~ ~ 1 ~ :,„x:., ~ e i ~ 1 t ~ ~ ~ ~ ~k j~ ~ {{g~~ ~ r ' ~ s ~ s ~ ~ ~ r- N t~ d' !f? ~O t~ 00 ~ O ti
Ct3N1F'tE7E SITE t~i~K SI~C~IGr1T14N. IN CASE OF Gt~it`L.ICT INF~E~,TI~1N ' ~ ~ ~r COVE3~£D IN THI$ PR~PARA'~14N SHALL TAKF PRECEDENCE OVER T1~ ESTABLISH 7Hlr FINAL SUBGRf4t}E ELEUATICIN FClR THE TRUCIt 17t1CK INA#.~ w 3 ~ a ;yq t {t `
CONORfTE PAVEtefENT AT i1 INCHES J~ELC}W TCIP 1:}F PAttEMENT Ei.EVATiflN TO t~4RT SPECIFICATtC}N;>. REFER TC! TE~IE S~CIFI~TICINS 1"QR SAFCIFIC ~ i !p ~
ALLOW f4ft A 7-INCH C{}NCRE N~iFC~MATIQN NUT C,CfVERED IN T~IIS PR ARAT TE PAVEMEEVT .THICKNESS A)~ID ~-INCE~ ~ It~ld, ADCN'fICIP~I ~ ~ At~REGATE BASE. THE ~4GGI2EGATE t3ASE SHALL NtEET THE GRADATION RECt?MMi:NQATI4NS tiiAY ALS{3 BE FOUND 15f THE E MI ~ ` G ~O7~CN CRL REPCiiT , ~ y ~ ! 9*, ~ ~ 'K,~bm ~ e ~ l K..v+ ,rW+'£`1`~ ' ~F fififi{ Oj ~ I 0 ~ _ ~ ~ ~ M ~ ~ i 1 S ~ ~ N c t ~ n~ ~ s ~ ~ ~ II
REQUIREMENTS OF NCDQT ABC (TYPE A OR B~. THE CDNTRAC;TOR IS PREPA{2E~1 SY TERfiACbN, QATED MARCH 3.200$. (GEQiECH#~JIrAL REPORT IS ~ti~,:M.. ~ RESPbKSIf31.E FOR E~BTAINitVG ACCtJ#tA?E h4EASt?REN1F~1~'S F{~ FtLL OUT AND F{IR 11~FURI~ATIbN PURPQSkS Clt~tY ANU ES NC17 A C0~!&TR~1CT1t1N a.;.~,... . f 4 f ! ~ z - r A 1 ~ ~r ~ ~ \ ~ v ~ ~ is ~ ~ t., ' i { i) ti ~ ~0~ • `a ~"7 : ~ r
~w~ t I~ FELL DEPTIiS REQUIRED. SP~EEvIFiCJ4TJdNI, .~„V~,t~.~ / I ,,~Y. ~ I ~ a ~ CB 40 ~ ~ ~ ~ ~ ~ ~ ;fit ~ f~ _ ,e
I I EXISTE,IG STRUCTLIRf;S; TREES ~JQLUD11d6 STlitu~S, VIiGETATION; ~ ~ ~ ! , fie;, ` ~ s . ~ ~ ~1g ~ ~ 3 „ 6 ~ _2 , 3 40 ' r CB 39 t~ ~ ~ ~ ~ ~ ~ a s ji ~ ~ p~ y
TOP5d1E., at?C1T SYSTEMS, S13F21~CiAl t~RGANIC MATERIAL AND SOFT t?R ff 3 OTHERIMSE UNSUITABLE ~IATEE~EAL StfALL BE REt~C11lE© FRbhf TJ~1E ~ ; '~84 `F 18 RCP ~ ~ ~ ; ~ ~ t t ~ 'r ~ ~ ~ fr `i ~ ~ 'j ~ ~ ( - ~ 19837 f 3(
PROFi3SE© BUILD1i+IG AREA EXISTING UTILITIES SHOULD BE REMOVED. . AIDL7NECY AhID10R REROiJTEU AS NCCEBr.~AR~! AFTER SITE ST(~IPPW °N CONSTRUCT A 13' LE s 1 _ ~ 7 1. 'S f ~ +f ~ 2 't ~ • • ,
OLEARINC~ ACID t~JECESaARY EXCRVATECPN;"s BUT RRIOR TO PLACING NEW FJIL, W~8 WX1 D'RIPRAP L CT A 13' LEVEL ~ SPREADER ~ ~ .~k ~ r., y' ~ D'RIPRAP LINED- BYPASS ~ ~`52 L~f"~8„ RCP , , _ ~ ; , ~ 1 _ gibp~~iu~? ~ 1
THCfRUQUGHLY ROLL TREE $ITE 1NE'FH A VIE3RATtaRY RC)i.LEE~ Tit pEN$EFY I,tEAft CHANNEL' ®0.509 PE SURfiROE SCatLS AND IDENTIFY ANY SC3FT AIJDtt~E~ Lf,??OSE SCiILS. UNSTABLE < ~ ~'4, ~ . ~ ®0.509 PER DETAIL r ~ , ~ ~ 0.309 ! ~ ~ s0 Lf 1~ `RCP ~ z.o0~ ~ ~ ~ ` ` ~ I ~ ~ ; ~ ~ ~ 8 ,LF 18 ~ RCP ~0
I4U4TERI+~.S Ll~CA7ED DURING tit7LL~IG SHOtlL1} BE REMtaVE1l AND REPLACE[? ` AS bIRECTECI BY TtiE GEO7ECHWICAL ENGiI~ER. r` ~ ~ ~ ~ ~ o ~ ~ ~ ~ EASTPOINTE VENUE ° ~03~ ~5, m E i ~ ~ ,
3 ~ - ~ ~ ~ ~ r ~~s _ f, , y j r
. ~ 59 ~ C B 60 . t ~ `1 t 4 ~ ~ ~ I w 1 r til ~ ~ t , ~ ~ w.~- "ors ~ i ~ f1f~ i ~1w1 j i 1 1t i S `5 j E ^ E 7 ~ w
: ~ o° ~ « ~ a ~ 1 r' 3 3 1f ~ 1 ;qy t\
r LASS A RIPRAP i~" - . - - ° 100 L~F, ~ - ~ OUTLET PROTECTION ~ ; ~ ~ ~ ~ ~'~t ®0.30. 100 L'F, 18" RCP ~ t~ .y~~ ~ ~ ' ~ ~ ` ~ } ~ f~ ~ ~ f ; ~ ~ ®0.30~,~ i ~
INLET CATCH BASIN GRATE TYPE RIM ELEV .PIPE SIZE in & PIPE SIZE in & e..,,,,~ ~ ~i ~ o°' 9H~` IN DEPTH i > ' ~ ~
( N4. TYPE EOP INV. IN INV. aUT ~ ~ 18 ~t82 184 ' ~ ~ ~ 7. ist t8s 181 1 f ~ ~
~ j'. r ;f' ~ t t8z r ~ ~ hk t79 ~ t8t ~ ...~..M ~ e, ~ ~ 178 , 18 j ~ ~~t 1 ~E1 y i 1~ f} i t f 1tp~, ~
18 151.45 ~f DI 1 .SEE DETAIL SEE DETAIL 162.00 EX. EX. 42 151,45 ~ .__w._ f ~ U,~r~iE I3 1} fps' 4i :i 1
18 155.54 _ - ~
DI 2 SEE DETAIL SEE DETAIL 173.00 42 .155.74. .~p~ ~ ~ ~ 42 155.84 ~ ~ ~ ` ---°Y~ ~ ~ ~n I. ~ ~ ~
24 164.05 ~ ~ ~ ~ . ~ ~lB 3 NCDOT STD. 840.32 NCDOT STD. 840.54 176.80 42 163.95 ~ ~~~~t~~ ~ ~ 7' ~ t th ;z ~ ALA. + t y~^:..
4 2 164.05 ~ ~ ~ ~ a t l i ~ 0 . ~ ~Z ~ ~ a i . ~ i ti 37 ° , ~ ~ ,
JB 4 NCDOT STD. 840.32 NCDOT STD. 840.54 176.70. 42 .164.75. 42 164.65 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .r ~ ~ ~a i ~ ~ j ~ ~ - t=~
i t E ~W~
JB 5 NCDOT STD. 840.32 NCDOT STD. 840.54 1?6.50 42 165.91 42 165.81 i r ~ ~ j f ~ ~ i I {f ~ 1 ~ § t. ~ ~ . ~ ~Li.~t k -
I j E .j 30 166.69 ~ ~ DI 6 SEE DETAIL SEE DETAIL 173.20 42 166.57 ~ ~ ~ ~ ~ ~ ~ ~ ~ LOT 3 t t is ° / f , i `3t E! ( fa f..
30 166.62 ~ :t ,t ~ ~ ~ 1.23 AC. LET 2 ' ~ ~ ~ ~~s f , l~ ~ ~ ~ r
I ~ ~ ~ ~ ~ ~ DI 7 NCDOT STD. 840.14 2x3 ~ 174.74 30168.01 30 167.91 ~ ~ ~ I ~ ~ ~ a, ~ ~ ~ ~ ~ ~ f ~ 3 f 3 a 3 ~ ~ ~ 4 ~ r 'a.~ ~ ~ w ff
r , I - p. , f''` r
DI 8 NCDOT STD. 840.14 2x3 174.74 24 168.30 30 168,20 f ~ ,f 3 ~ ' i
t,' ter` . i t ! r f a j •w. ~ ~ ~ l ~ s LF ~ f i!I~ l fj CD 3 i r ~ x kI ~ '4~
Di 9 NCDOT STD. 840.14 .2x3 174.74 N A N A 24 168.49 .,.r ~ ~ ~ ~ ~ ~ ~ 3 , ~ ~ ~ t ~ g ~ ,w ' ~ 24 RCP EX. WETLANDS .SHAG. NOTE BE DISTURBED 1. ~ ~ , _ . ~ ~ `1 ~ 10.009 24" RCP i ~~`~t~r~ ~I ' ~ 10.00 F~~ ~ ~ ' ° ~ ' ( ~
ter, ~ . ~ ~ ~ ~ ~ ~ , , JB 10 SEE DETAIL SEE DETAIL 171.00 30 166.72 30 166.67 t~ ,J l~~ ~ ATE ANY POINT ; $EYOND WHAT ~S SHOWN , ` D I ~29 ~D 127 ON ~TH~S GRADI G PLAN AND THE`°EROSION ~I ,r° ~F, Df 23 s" LF , I i ~ a ~ ~z,~2~ ~ ~ ~ i ~ FES ~B'~ ~
s ~ ~ j `~•h 24, RCP CONTROL PLRN. VkETLANt3~ IMPA(~ IS LESS ~ ~ ~ ,.6~~LF ~ ~ • 4:509 ~F ~ „ ~ ~ ~ CB 24 CB 24 24 RC ~ ~ , ~ is , ~ ~ i , fj; ~ ~~s• ~ , a
J 11 B SEE DETAIL SEE DETAIL 175.55 30 167.42 30 167.32 r- t 'r ~'HAN 0.10 AC TOTAL SCfE. r 6 LF-30 RCP 24 RCP t~ ~ 160.~Lf-36 RCP E i € r ®0:309. a -6.25! 1$4 LF• 1$4 LF-42" ~C C~ 22 ~ ' ~ i ~i n~ ~
f f r r' ~ ~ M D1.33 ~ 0.309 ~ 1fi6 LF-36 RCP ~ ~ 0.30 ~ 0.30-M ~ 6» E ~ 30" ~ :P ~ ! ~t i ~ ~ ~ 42 C ~ ~
DI 12 NCDOT STD. 840.14 2x3 174.74 30 167.72 30 167. r~. - ' i f' s<~ I ~ ~ ~ a ~ ~ ~ ~~ti > t 119
r s j P~ ~ ~ 1 ~ DI 13 NCDOT STD. 840.14 2x3 174.74 24 168.01 30 167.91 ~ - ~.F ~ ~ 1`12 LF-24°~ RCP`: -t7s 7 ~ ~ T 1 > ~ 0.309" - - - 17 » ~ " ~ {J ~ 15" RCP
oar.,. ~ ~ /o
s ? ` = DI 14 NCDOT STD. 840.14 174.7 ~`x r-~ ~A~.. , ~ 2x3 4 24 168.30 24 168.20 ~ ~ e ~ 3 > ~ z . ~ ~ ~ x""24 MCP' e ~`~~~w _ ~ a,w.~, a C7 ar~:~44_~ ~ ~ ~
I _ , 0.309 ~ , z . , ~ ~ ---35~-~Lf-4 " _ ~ 4` ' S. 57
DI 15 NCDOT STD. 840.14 2x3 174.74 N A N A 24 168.49 ~ . ~ w.n~~. I f; X- .7 gg \ 7 6 7 7.'' r - ~ 2._ RCP v t a.~ ~~q .9 ^ ..`~~y l~ ~ l / \ f ~ ti„ ~ .9Q ii.Jtlto ~ ~ ~ ~ V ~ , w. ~ 0.3p~ ~ JB 4 i _ ~ ~ i , 8'Lx6'~l
s ~ ~ . ~ ~ 175----- DI 16 NCDOT STD. 840.14 2x3 .173.00 N A N A 24 168.90 .e_ ~7 ~ ~ s , ~ ` ` CIASS= A ~REPRAP 24 LF~ ~
~ ~ ~ ~ ~ 1~ 174^--' ~ " ' " ; ~ ' OUTLET `
I ~ r'' . ES 17 FLARED END SECTION N A N A N A N A 15 170.50 t 3D ~2CP ~ ~ ~ 220~~LF-42""RC ~ t 2~_ Lx26 W.. ~ - . ~~~0.309 c II ( _ ~ ~ 4°~, ~ `B RIPRAP 'CLASS b ~ n. ~ 0.30 ~ , ; so \ RCP ~ ~ ~ ~ , PROTECTION s2 ~ 0~ ~ ! 9" IN DEPTH
ti - ~ ; ~ OUTLET. PROTECTION ~3 ~ ~ ~w ~2 `~IN DEP1~ J~ 43 ' ~ ~
CB 18 NCDOT STD, 840,02 ' ' 173. ~ ~ j n~ TYPE E 85 15 170.67 15 170.57 ~ , p ,7 ~ RDL~ ~ E~~ 'CB35' ~ ~ ~ _.9 ~ ~ `F ~ ~ I ~ i q
~ r ' d F-`: ~ 177 a _ ,w.,~ . _ n .,4 ~ ~ S r€ a ~ ~ ~ 1 ~ ~ ~ ~ , .
CB 19 NCDOT STD. 840.0 ' ' N A N ~ = ~ ; ~ ~ ~ , 2 TYPE E 173.87 A 15 170.86 a , , z "v , ' ~ I ~ w~f h p ~ ~
~t'" FES 20 FLARED END SECTION N A N A :,r ~ ~ - N A N A 42 169.00 j. RR:: I ~ <I h , ~ ~ ~ ~ 1 Lx1 , , ~ i ~ " o i i` i ~ I ` t . Tfl ,,a~, X~~ : ~ j ~ ~ 1~
Ja. J' „r'' ,s ' I F 30 f , V 1. \ `~«~-.a , ~ , i `°a. w.n,,~ ' ,r ~ h. - , ROOF DRAIN"LINES~~.(RDL)~~, CONNECT Tfl , , .h - ~ ~ 74 LF. RCP ~ t. ~ ~ w r r t ~ ~ ;~1 ~ ~
CB 21 ~-f NCDOT STD. 840.02 TYPE E 175.88 169.19 42 169.09 ~ ~ j. 42 ~ e . ~ '1659 t , t ~ ~ x ,a ~ PLANS FOR ~ DOWNSPOUT 1OCATIONS. ~ -TYP. ~`o "i T3R~l. r ~ so 7 ~ ~ ~ ~ ~ k ~ ~ n~' O ~ - ? { e f A i
d f r ~ i I i s j i ~ ! 24 170.84 a I ! 3 '^~,_.n_ I i E ,
CB 22 NCDOT STD. 840.02 TYPE E 175.88 42 169.24 42 169.34 : ~ ~ 200 LP-.42 ~i~C1' E 2.6 ~ F.~ _ ~ ° ~ ~ ~ _.._...e. ~ ~ ~ ~ a ~ I , E ~ t .2 a~ ~ ~ ~ 0:309 ~ f~ . LF-42" RCP3 ~ 1 A ~ ~ ~ , ~ I `z ~
D! 23 NCDOT STD, 840.14 N A N A ~ ~ ~ i ~ ~ i ' ~ ! 2 x3 178.50 24 172.44 ~ ~ ~ ~ 4 ~ ,
~ i ~ , i' ~C' ~ t I ~ ~ ~ j f [ ~ i d ~ h' ~ ~ f 7 ~ " ~ I `F I I ~ _ i ! ~ ~ , f ~ i ~ 6 ~ ~ ~ ~ ~
CB 24 NCDOT STD. 840.02 TYPE 'E' 176.57 42 169.89 "y~ ~e i { ~ E I ~ 1 ~ "w„ { r~~Y ~~1~{~{l~~Iyy~~ ` W `y - a t t
36 169.99 240 LF-3 RCP ~ ~ 2 LF- RCP ~ ~ -~a ~ ~.w ~ ~ SEE-..SHEET ,D=10 W ~ 0.30% ~ •A _ . FOR. DETAIL GRADING
DI 25 NCDOT STD. 840.14 2'x3 178.50 N/A N/A 24 172.59 i ~ ~ ' h' r , ~ ~ ~ ~ ' r w~'` `,rte \ 3 4: t r •,.,A + I _
`.Y ~ i 1F i ~ M. I , i i x 4 ~ ~ t t ~ h I i ~ ~ ~Y~ . , 4 { s ~ 1
CB 26 NCDOT STD. 840.02 TYPE 'E' 176.57 24 171.57 36 170.4% ~ f r`f c~ 36 170.57 ~ ' a t 'i f i ~ I ( ~ ~ k 1 , , ~ ~ ~ ~ ~ ~ ~ , ~ i ~ .2 _ ROOf ~i~-~~1ES'~ ~RDL}. :~C~Of~NECT.~ ~TO } "'..'..r^""""".. 4 ~ . _ _ ~u...
DI 27 NCDOT STD. 840.14 2'x3' 178.50 N/A N/A 24 172.57 ` j ti~ ~ Im r , ' ~ -...~.M { ~ , v ~ ,I s B -6 ~ k DOWNSPOUTS. REFf.R~~;fO ARCHITECTURAL., i 1 ~ ~ t ~ ~ j i i ~ ~ ~ 1 4
~ ' ~ ~ ~ w-~,PE,ANS F4R DOWNSP ~1`• ~ ~ 4 ~ \l ~ .k ~ 0.~ . s i ~ ~ ~ ~ ~ ..,-......w C ~ # ~ ~ ~ ' 1~ ~ e r j `<L ~ i ) V Z ~ - ~
CB 28 NCDOT STD. 840.02 TYPE 'E' 177.70 30 jjj 02 36 170.92 ~ f j ~ .n V . s . Ih + `ry E W ~ y• ~ ~ , , ~ 2 -24 RCP ~ ~ 1.0~ ~ .LOT 4 -15" RCP f F- Z
I ~ w, F` ~ .30~ _ W.. ~ ~ . ~ t 1 ~ "4 ~i .4.
DI 29 NCDOT STD. 840.14 2'x3' 178.50 N/A N/A 24 172.94 j / ~ ~ ~ - j ~ ~ , , ~,.v.,.-~ ~ ,4 ~ . V~AL~IART ~PRO.PERTY ~ E 1 ff'r. ~ `h'am., t~ RDL''° ~ ~ ~ ~ .30~~" ;1 0 L~,?~, ~ Z - d'- y ~ Q 72 LF-15 RCP ~ t( ~...Y ^ I ~ ~ o ~ ~ 3; . I ~ 6.15 Q W
CB 30 NCDOT STD. 840.02 TYPE ~E' 177.57 2~ 171.30 30 171.20 % ~ ~ 16 07 AC. r ~ I 9 ~ ~ _ .w .
1.2. R' ~ ~ I ~ ~ ~ j~ .1 :ice ~ ~ 5~ i • ~ . ~ k i ~ ~ ~ W ~ w16' DES ~ Lu ..lr r_..~in + f I 4
DI 31 NCDOT STD. 840.14 2'x3' 175.80 N/A NfA 24 171.44 'J ~ 1~ ~ I i ~ o ~ ~ b. I'~ 1 _ ~ ~ I it ~'~a ~ ~ 1 ~ ` O.J ~ ~ I ~ ~ ~ a ~ ~ ~ z ~ ~ ~ Z
f - . ` X03 \ •.j ti°., ~ O ~._..w. ~ l~ M FfE-1 X8.00 ~ ~ I ~ ~ ~ t t~
CB 32 NCDOT STD. 840.02 TYPE ~E' 175.49 24 171.74 24 171.64 ~ 'ao . _ w - ~.._a 4 . ~ r 68 LF-3 RCP i.o~ ~ti t x~ C~ 51 ~
y \ RJ~S/ .h f{~~ f I ~ ~ ' I ; ~ AV ~a4 ~ ? - i - p'bw. ~ ...w.....w,. w.n. `t~ E ~
DI 33 NCDOT STD. 840.14 2'x3' 174.80 N/A N/A 24 171.84 - ~ , ~ ~ , ~ ~ i ~ ' ~ ~ ~ ~ 1 ~ " I ~ V I ~ ~ I ~ I ~ ' h " 11 ~ ~ ' =ti i~" ~ ~ RL ~ ~ l z~~~ ~ ~ ~ # = s ~1o w ill ~ ~ z RD ~ , ~ 42" ~2C ~ ~ ~ CLASS A RIPRAP ~ ~ W
CB 34 NCDOT STD. 840.02 TYPE 'E' 176.10 30 169.41 30 169.31 ~ ~ i i ti ~ ~ ~ ~ ~ ;''1 DI' 12 ° ~ 3.83 °r ~ ~t ~ ; , ~ ` ~ ~ ; OUfLEf PRaTECT101~ m
~ a, , t , a o ~ , j ~ I I ~ I b i i f ~ `t ~ t ~ ~ ~ 9" IPI DEPTH ~ ~ `~i~ FES~7 ~ ~
CB 35 NCDOT STD. 840.02 TYPE 'E~ 175.50 N/A N/A 30 169.54 ~ ~ I ~ I I ~ I I ~ I f f I ~ 1 . ~ 'yam ~ ~ I ~ E ~~4459-00 ~ ~ . RAIN "a,... g ? ~7~.~0 AT a~a?N 4 ~ E ~ t ^ 1116 176 LF-18" RCP ~ U3 ~ `~?RRfN GOES TO SRN ~ I i{ t ~ ~ ~ 1~ ~:1
' I ` ~ a ~ ~ : SEWER ~ ~ 62 LF-3a CP ; ~ °l '4 ~ t' ~R ~ ~ R~ ~ ~ Z SEWER ~ ~~r - _ ~ o; ~ i[ ~ ~ ®-6-40%.~. a ;
CB 36 NCDOT STD. 840.02 TYPE 'E' 177.90 24 172.56 30 172.46 ~ ~ °0.30 ~ ~ , , , ~ ~ GROSS FLOOR AREA ,j ~ , S
CB 37 NCDOT STD. 840.02 TYPE 'E' 178.50 24 172.96 24 172.86 _ I f ~ , h. ~ i ~ , 4 , ii . ~ ~ ~
~ I*`~ i ~'R , I i ~ ( ~ l 1 ~ h 173.35~'LA I i 1 I ~ ~ Dh ~ 4 I X34° RCP ` ~ w ~ ~ ~ ~ zl; t5 j 1 v i ~ r, 173 35 tAT~`~3RA~N ~ 1; 44~ L,. ~ ~ ~ ~ ~ : ~ F ~ { ~
CB 38 NCDOT STD. 840.02 TYPE 'E~ 179.00 18 173.94 24 173.84 I 2. sq { i f ~ ~ 1 ~ ~ti. ` ~ S~OR~1 d ~ ~ i ~ ~ ti "R ~}RAf~! GOES TO', ~ i n ~ . ~ ~ ~ . ~ f ~ ~ STOR~ii DRRIN` ~ r RDL II ' ~ ,ti E , ~ ~ ~ ~ rn ~ ~ , r ~ 16 Lx24 W W
i i ' ~ ~ ~`i, `ti i ~ 'I i ``Y:. ~ CONTRACTOR `;SHALL REFER. TO ARCHffECTURAL PLANS FOR. ~ ~ x ~ ~ ~ ~ CLASS B RIPRAP ~ rn
CB 39 NCDOT STD. 840.02 NPE 'E~ 179J3 18 174.24 18 174.14 ~ i i I '1 ~ , ''ti ~ ~ • ~ i I , n EXACT LOCA ON TI AND DIMENSIONS OF WESTIBULE, SLOPED g ~ ~ ~ ~ ~ e OUTLET PROTECTION ~ r ~ ~)4 ~ ' ~,~:~~2 p ~ ~.°-~j ~ j ~ 22" 1~1 DEPTH ~ ~ ~i °rn
:6 ~ h~ ~ PAVING EXIT PORCHES RAMPS AND TRUCK DOGI(S PRECISE ~ 62 LF-24 CP t .4~ ®0.30 ~ BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE '~LOCATIONS'~~, ~ k. . ? ~ JD' S ' ^w ~
CB 40 NCDOT STS. 840.02 NPE 'E' 181.87 18 177.54 18 177.44 ~ 'ate n ~ f ~5 LF { ~ 6°c ~ ~ to
CB 41 NCDOT STD. 840.02 TYPE 'E' 182.40 N/A N/A 18 177.84 0 ~ ~ > ~ ~ a ti i
~ ~ ~ ~ ~ ~ ~ ~ C ~ ~ ~ ~ E . ~ ~ BR2 I I l ~ i x I i II , 1. 2 , '~1.4 ~ a~~t ~1~12. LE:--4z~ ~ CB 54 N
FES 42 FLARED END SECTION N/A N/A N/A N/A 24 171.00 1 i ill ~ ~ ~ ~ ~ 1 - 1 i I I I ~ ~ ! i ~ ~ ~ t ROOF DRAIN L~NES:_(RDL). CONNECT T - ~ ~ ;'i u ~ 32 LF ~Qo `i ~ ~ ~ ~ 18" RCP a. ~
i E I I u 1 ~ 7J DOWNSP0UT . REF T 1 S ER O ARCHITECTURAL sg F 5g. ~ J 4~ i I ~ 18.78%
JB 43 SEE DETAIL SEE DETAIL 177.15 RDL N/A 24 171,41 i ~ ( I I a ' ~ ~ PLANS. FOR- DOWNSPOUT LOCATIONS. /TYP. ~ - l ~ ~ ~'9~ f s ~ ~ F~W_5
HW 44 HEAD WALL N/A N/A N/A N/A 30 169.00 ~ . - ' 6211.F- RCP 'i .
~ f 0.30% ~4 ~ i C ~ _ 1 s ~i 1 ~ ~ ~ ~ ~ ~ i'
JB 45 SEE DEfAiL SEE DETAIL 176.42 24 169.34 30 169.24 ~ ~ ~ ~ z. DI ~ ~ a o ~ ~ 0 f' a l ~ e. ~ 10'Lx12'W w ~ ~ ~ ~ ~ CUSS B RIPRAP d ~
-tea ~ ~ ~.a~ 1 ~ 182 - r ~ ~ ~ 124 =~18„ ~P ,i ~ h ~ OUTLET PROTECTION
JB 46 SEE DETAIL SEE DETAIL 175.96 18 169.89 24 169.79 18 ~ gR-tip ~ " t is ~8 ~ ~ - ~ ~1$o r~~ ~ ~ ~ ~ 100 LF-15" RCP, ~ ~ a ~ ` ~ 34~~~ ~ ~ ; ~ 2 LF ~ ~ ~ 22" IN DEPTH ~ z z ;~~i X38" RCP ~ ~ ~
~ s ° ®'0.307' ~,r ~ ~ • 182 h ~ ' ~ ' t ~ lsi
CB 47 NCDOT STD. 840.02 TYPE 'E' 174.89 15 171.23 18 171.13 ~ 1831 17) ~ ~ t d 'Jr b .Cis S ~ ~ ~ ~ ~ ~ k 0 - ~ V l
CB 48 NCDOT STD. 840.02 NPE 'E' 177.17 15 172.78 15 172.68 7, 17 _ t ~ 179 1 6 f 4j ~ V: ~ ~ ~I ,(C u I k i h_ , ~ t s c L r tt
i; w~~~.-~.- ~ ~ ~ CB 48~ .t .rv r 161 ,f j
CB 49 NCDOT STD. 840A2 NPE 'E' 177.17 N/A N/A 15 173.28 ~`~l j r ~ , CB 50 NCDOT STD. 840.02 TYPE 'E' ?62.67 N/A N/A 18 156.91 ~ ~ ` - - - - 182. f 'Aqs ~ \ q f 'i ° W III I ~ ~ £ 3 ` ~"l 't
! ! r ~ SIT. ~~+?.w ~ 4 F nt ~ ~ l 1 t ~u - M ~ " ~ 290 tf-15" CP~~ . " 1 fi k ' g ~ x ~ H
_ p,. b UStkRI~ b --•..+m~ ik ~ y~!'ff~ c ~1 '..r'''~ - r _ ~ j Via-, ~ `w.,,,,y ' v ~ ~ ~ 3 ~ ~ t i ~ + ,`1 y~ l ~ ti ~ 0„ ~ ~ 1 `we ry lI ~ I 'M1 } ~ ~ b 4~ 41 O
CB 51 NCDOT STD. 840.02 TYPE 'E' 168.30 18 162.90 18 162.80 ~ ~ ~ j ",,,tl,. t31~ 7918 ( rf' t 4, a~~ : , ~ ~ ~ '+r.... '~"~rr', ~ 'j r i ' " ~ r r ' 182 k t T .1 .F ~ r"' ~ ~
J ~ CB 52 NCDOT STD. 840.02 TYPE ~E' 172.10 N/A N/A 18 166.50 ~ - % J / v t~ ~ ~ ! ~ ~ ~ N (aQ
f ' ~ f 6 179 i i f i X77 ~~8 ~~9 ,~g41~1 ~ 0 4 t ~ ~ ~ ~r ~ ~ `~.,ti p~ n 14 O t t { N Qa
1 Y FAp p ,e. 77P6~pf, .~ti . C i ^*1 . 176 ""'"ti.... , t 3 j ~ ; ~
HW 53 HEAD WALL N/A 159.00? N/A N/A 18 152.00 DRAINAGE LEGEND- # 33519' 2tt7 ! ~ ~ 1~ ~72t ~ 1 F ~ ~ 1 ` ~ ' ' ~ i ~
'BEFORE YOU DIG CB 54 NCDOT STD. 840.02 TYPE 'E' 163.50 18 158.10 18 158.00 P~~SED STORM DRAIN uNE CALL TOLL FREE A YOU D!G ~ ~ ~ n i ~ - ~ ~ dy'~'~ uz.~~ dECYC1... ~ ~ ~q ~ y F t °W .,.,,,iW S ~ t~ ~ ~ . , .r, ~ , OLL FREE ~ ~ ~ ~~s m~~
• PROPOSED CURB INLET (CI) 1 800 632 4949 -_..v , - 032 4949 . , . ? e a ~ t ~ ~ E ~ - 3
CB 55 NCDOT STD. 840.02 TYPE 'E' 169.10 15 163.70 18 163.60 ~ pRpppSED DROP INLET (DQ ~ r 5`4t' r i!
p j 1 ~ 3s€o~' i ~ aryy y ~ `t
FES 56 FLARED END SECTION N/A N/A N/A N/A 15 168.50 o sE'~noN ~s'RED END ~ ~ 43~ ~ ~ s i' ~ { ~ F ~ . r i ~ ~ ttt.~.. pr"`~~`~"~w.,,.,,~M~~ ""w.-k ~ ~ tt y1 1 + f .w+~ : 4 ~y fj ~ 5 8 f SI I t ~V`= ~ i ` '
r 7 ~ f ~ Rr f j k ~
FES 57 FLARED END SECTION N/A N/A N/A N/A 15 174.82 ~ PROPOSED wYE ~ ~f, '~~'1F fl~ { ( ~~9p~ ~ ! ik~ i+ i - ~ : + +ij ~ C ~ { ~ ~ Y i~V E9~! -fix.. ` ~ J 007g r ~ , ~s ~ ~
FES 58 FLARED END SECTION N/A NfA N/A N/A 15 175.00 IXISi1NG CONTOUR r ~ z S ,t' Isom ` a 1 X03 i r" ( i ~ ~ ' Z -••w~,..e., t ~ ^~S
-178 PROPOSED CONTOUR ! ti r !i
FES 59 FLARED END SECTION N/A N/A N/A N/A 18 176.50 f9 1 f dwz..,.~, w:,. t kkw_"W'lJ ~a ~„"~1l ~ ~ ~ G"`+,ac'.yw~` ~ ~ I (F ~ ~~g> 3
x~~' PROPOSm SPOT -NORTH CAROLINA CAROLINA ~.r0 SCALE: 1 " = 50' , , F N ~ 1't; {l j.i i NN
CB 60 N000T STD. 840.02 NPE 'E' 182.30 18 176.90 18 176.80 ~vnnoN OtvE-CALL CENTER LL CENTER F 4
CB 61 NCDOT STD. 840.02 1YPE 'E' 182.30 N/A N/A 18 177.06 0 50 100 125 150 ~ ~ ~ ~ M € f r z~ i s
1

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! H MOUNT °f I ~ EASTERN AV . WIDENIN
~ ~ 64 f - ~ a i EI, ~ f t ~ t~~
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O ~ ~ r ~ ~ ~ a { ~ ` PROPOSED ~ ~ f `a ~ ~ - m ~ r 6 ~ ~ ~ , ~ w ~ STATE EMPLOYEES , , ; ~YEES , ~ ~ ~ ~ ~ ~ ~ ~
SITE rs` ~ ~ ~ d CREDlT UNION ON L..~ - r` i r ^^-.w~e_ ~ S k~ ~ i ~ r ~ I~ ! i i. Q
I v iw. - . - ~ ' . *~ti.2., F ~ . ht ~ ~ `i
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CONCRETE MONOLCTliIC !BLAND O Y ; , Y ~,i ~ ~ ' i ' ` ~ I ' ~ ~ 19837 EE
i, . P~~.~'4. .T - ~ t ~ I ~ ~ r,l' ~t ~ t ~ '.FNGIN~~~•'
STANDARD DUTY ASPHALTIC " 3 F~MT/8 CABC ~ ~ ~
CONCRETE PAVEMENT ~ . 9 ~ ~ ,4-- R . , 2 ~ ~.25 . , ~ , ; ~~-=-3 . , , . ~ i 1 SED ~ 25'R ~ , f ~ I'ROPO ~u~u~~+~ 12 "~r-~ ~ ~ ~ E ~ ~4FFIC 0~
t , a i ~a i?. ~ . ~ ' a , 12 d r 't t 'j. ~ i. r ~ r r ~ NCaoT TDB-, ~°EAS~P~iNTE. ~~11iEN. r ~ ~f ,I~ ' SIGNAL ~`~4k ~ ~ ~I VENUE ~ 12 ~ ~ , ~ ooh
HEAVY DUTY ASPHALTIG N N f 2 PVMT/2.5 BINDER~8 CABC ~ - G H - - - - ~-ti-- _ , ~ , ~ 12 ~
CONCRETE PAVEMENT ~..,,,,~--EXISTING ~ ...~..t WETLANDS '1 a -RAMP <w ~ o ~ 4 r ~ . ..,..~v_.._ , , ~ ~ ~ ~ i , .
, 1 Z 2 R - - L s1 i 1 1 OO aP f i ;r ~:f,.,~ ~ E
NERVY DUTY 7 CONC./4 CABC CONCRETE PAVEMENT ~a,:° R , s _ , r ~ , , ~ ~ --1' ' t
, . ~ ~ , r " <<; 22 'R 6 f 4 ?.i s+t? ~ s...
i ~ l ; r ~ ~ 5 ~ rr ~ p~I V ~ `a 1` t ! 1 ~~I l
EXISTING WETLANDS I 3 I, E 5 CONCRETE ~ m w 11 fS r '"`N m t ~,p ~ ~ ; ~ I ` ~ I f
_......,~.._..w..~.._.._.. , ,4 5 DRAINAGE "•i SIDEWALK ~ SEE -LIGHT LEGEND ~ ~ , 1! - - & UTILITY BV -
NUMBER OF CUSTbMER PARKS . w° AND NOTE BELOW - . ~ ~ I `~r . f-' EASEMENT ~ ( ~ ~~r.~ ~ ~ ~ 5' CoNcI~ETE-' oo ~ ~
4•...,w...J~ ~ 13 NUMBER OF ASSOCI;4TE PARKS ~ ~ ~ TYPICAL ON ALL I ~ 1 ~ •w ~ k SIDEWALK k ~ ~ J
3 - ~ ~ w ~ HC PARK ` LOT ONES ~ ~ 1O' SETBACK 40 x40' ACCESS ~ ! ~ ~ ~
, CC CART CORRAL ~`h~ ~ I s EASEMENT FOR ~
~~.:m. ~s~. , PYLON SIGN I ; I ~ ~ ~ ' " ~
TRAFFIC FLOW , z. 4 `t ~ 25 . ~ ETBAC ~t I ' ~ 1, ~ f
25 R RADIUS AT EOP ~ ~ ~ n. 5 ' ; } ~ i REFER TO SM C-'t t 5 CONCR ,I ~ ~ ~ t, , + ? Is ~ FOR MORE INFt~ ON ----5 SIDEWALK ;I ~ ' ! EASTERN AVE. WI NIN
c WHEELCHAIR RAMP li ~ ~ ~ ~ ~ ~ it- ~ LOT 3 j
6" WIDE FlRE LANE STRIPING PAINTED TRAFFlC RED W "NO ~ - , 36 + ~ ~ t .1.23 AC. wr ~ ~ ~ ~ , wo ~;If t
A N PARKING FIRE LANE PAINTED. WITH 4 HIGH WHITE lEffERING E P OPr , ~ ~ s DF 5 DRAINAGE 1..14 AC. ~ ~ I i ~ ~ & UTILITY f
~~X~ t AT 25 O.C. SEE DETAILS. . -J ~ f I ~ y y W V 1 ~t 1 i ` ~ CHJt~ k ~ ( 5 'S, 'r.ASEME~ri 1 ~ i ~ ~t ft
B AREA STRIPED AT SYSL/4 AT 45 ~ 2 -O O.C. r - Y TrnIC s . ~ LOT l TYPICAL ON ALL ~ i ; ; ~ t • } LOT LINES 25' ~ ' ~
PEDESTRIAN CROSSWALK WITH 4" WIDE PAINTED WHITE STRIPING I a'.
~ ~ PARALLEL TO DIRECTION OF TRAFFIC AT 2 -0 O.C. AND (1)-8 WHITE STRIPE PERPENDICULAR ON 80TH .~..w F ~ , .~..w IE ~ ~ 2 { ETBAC f r ~ ~
J" ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WIDTH. I~
EXISTING D ENVIRONMENTAL CAGE .a..~`,_,... 5 CONCRETE F, ~
WETLAND "YIELD" PAINTED WHITE ON PAVEMENT TYPICAL. SEE DETAILS. I ` ~ SIDEWALK 22
E CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYP. } ~ I ~ . Y 90 'i1' ~ ~ ~ a ~
OF ALL EXTERIOR CONCRETE IXGLUSNE OF ARGHITECTURAL CONCRETE. I ' SETBACK 10' 'R W r~~ SETBACK ~
E F LANDSCAPE PLANTER AREA PROPERTY r v~ LINE .22 R ~ ` - - 25 R Q ~ ~ TIE TO ~ X~
EXIT PORCH. SEE ARCHfFECTURAL PLANS FOR EXACT SIZE ~ - - . ~ ~ ~
LOCATION FOR STOOPS STAIRS AND OR RAMPS THAT MAY BE RE 'D. / Q RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. ~ ~ N_ P~ 22'R °~c; ; ~ f + ~J~1" r ~ ~o - O - _ - ~ (10'x135')
I F N - - Y - - ~ SETBACK ~ FV ~ , ~ ~ ~ ` ' ~ `
H s ~ PIPE BOLLRRD TYPICAL UNLESS NOTED . OTHERWISE. SEE DETAILS. 1 H; 1-~ ~ . 13 ~ 10R t!) ~I~4; N 20'R 25 R # r:
AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURRI PLANS . dI r ~
I .FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH CML PLANS. t:;, :z 38'x9' ~ 20 R , ~
~ 4 WIDE x 13O LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. s DYSI/4 W 4.5 R $ ~ N .
i . . . 3 ~ G I~ ~ Apr ~ I
12x36 CONCRETE COMPACTOR PAD AND 12 X 36 HEAVY .DUTY ? Y K X , PAD (ORIENT FOR TRUCK LOADING). REFER TO ARCHITECTURAL a III ~ I X Y ~ ~ , , 91
} F LAN FOR EXAG LOCATION RND SLOPE. _ _ e _ r _ _ ~ . _ - I L` I I~ 1 I 1 ~~-M-- M ~ , . ,,-;,.~w i , _.r i ; [ I I I ~il ~
Q CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE ~ ~ WALMART ~ ~ ~ E I ~ u 12~ 3- i I i
L 1 ! ~ , , WITH PROGRESS ENERGY FOR DETAILS. ~ PROPERTY , R ~ ~ 1 ~ ~ i I ~ i ~ i i ~ ~ - I ~ ~ i i 38' ~ ~ ~ ~ 1 I I ~ ~
LANE , ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAILS 20 R swsl/24 NOTE. PAINTE ISLANDS AT . 15, , FRONT OF ST RE ARE 10'x38' ~t ~ R 4 ; m 99x9 X CW-1 ~ ~ ~ ,t
FOR ACCESSIBLE PARKING SPACE SIZE SIGN AND M N EXISTING SYM80L ("VAN -INDICATES VAN ACCESSIBLE SPACE WETLAND N R ~ ~ B ~ W 5' RADI! R - PARK ; b I W; ~ ~ f
~ ~ ~ AND SHALL BE SIGNED AS SUCH ~ ~<i ~ - ~ i j y~ 3 r, SEE LIGHT LEGEND ~ ^I ~ 13;~ v ~ ~ ~ i i ~ ' ~ ~ X41 a 1 ~ ~ . ~ ~ I { } I ~
PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES + io°'' ~v~ " AND NOTE BELOW ~~N ~i ~ ~ ~ ,13 i l - m ~ ~ i I , ~ BB 5' CONCRETE
N SHALL BE PAINTED SYSL 4 AT 2 -O O.C. PERPENDICULAR TO ` / F~ m ~ ~ THE PARKING SPACE. SEE DETAI ~~.s` . ~ LS i ~ SIDEWALK i s
' ~ ~ ~ rnn~ca~ uns~ni rr~.~ir. ~s~ ewn ~ _ . , ~ ~ I ~ ~ 14 ! ~ ! ! ~ I i ~ ~ ~ I ~ t i
._-........,..u... _t ~ 3S'x9' PAINTED ISIAN ' N f r i ~ ~ C/ tt > ~ ~ r > , _ 2~~
1 f " • f p J W/4.5 RADII (TYP.} 10 X 15 STRIPED AREA PAINTED SYSL/4 AT ~ 45 ~ 2 -0 O.C..: TM's P _ E.: 19x9 x 9x9 rnrs~/4 , ~ (30x55 } - . PARK PARK " ETBAC 'REFER TO 5HT. ;C-1U
AT JIB CRANE LOCATION. SEE ARCH. PLANS y .r . ~ _ ~ " Y ,i Q ~ ~ ~ ~ ~ FOR Ii~ORE INFO ON EASTERN AVE. WIDENIN
2 -0 LOADING ZONE AT ALL CURBED PARKING SPACES.. I ~ I ; . " f " ~ Q I 4 PAINTED YELLOW STRIPING AT 2 -O O.C. ~ i ~ 3 , I I { I I i.. I I I { ! ,
~ ~ ~ 1;_ I PERPINDIGULAR TO PARKING SPACE. SEE DETAILS. i k~ i' ~ i I i ~ B R 6 ~ i ~ 3
0 R PAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAILS. -1 ~ 13 ( } ----G ~ 117,- ' , { I ~ ~ S4 54 S4 13 ~ i - ~ + _ (BR 9 1 2$ 114, ~ i ~ ; ~ , i i
5 DRAINAGE 5 4• ' & UTILITY ~ ~I a ~ a - ~ ~ .az
S MASONRY SCREEN WALL EASEMENT 9 9x9 . 1 P~> LOT 4 ~s x9 4•.- ~-TiE TO ~ ~ (j
TYPICAL ON ALL ~ PARK ~ , N WALMART PROPERTY W/4.5 R Y. ~ ~ R" i EX ~ ~ z
T BUILDING SETBACK LINE PER ZONING ORDINANCE. LOT LINES ; ` 5 ~a ~ i B ~ I i ~ . 1 fi.07 I g I f ~ A, i . , r 1 ~ ~ I ~ ~ i r g1Y - , DYSL~4 ~ ~ ~ ~ Z
13 ~ GREASE INTERCEPTOR -SEE ARCH MEP PLANS ~I. i I I I ; I24I 1 r i l_ ~ 3 °~CO~IG. PVMT. / ~ ~ ~ s, ~ Q W
/ j i i l,~ I I{ I • m B B ~n E Is4 ~ I ) ~ l~P :ICA E , ' m s4 Isa TRI ICK Rf~# ITS - ~ I ~T1E Ta• , ~ W .w ~ ~ J
~1a V RESERVED k 1 z i I. ~ ~ ~EE!'SHT.; C o ~ 8R-5 114I ~I ~
~Af,/{. f7i.L J'Y.1JW. f } I ~ I ! , ~ ~ FOR t~OR~ F~ ~ ~ ( I I ~ . ~ ~ , FFE=1•.78.00 ~ to
W 12x45 BALE/PALLET STORAGE AREA .
PERVIOUS CONCRETE CURB & GUTTER - 2'-6" ~ X ~ " ! t S 3 f ys~
1 ' 25 ~ i3 G i , i ~ ~ ~ I ~ ~ I ~4 i _ I
t ! Y TYPE A CONCRETE CURB & GUTTER. SEE DETAILS. _i j i 15 ~ ' ' 6 ~ m
f f ~ ~ ~i , ~ , ' ~ I I D R - ~ 1.7T ~ S4 S4 S4 !'`i r'r _ ~ ~ ~ i D r::~ t C ;~1-43 SGL 'NO I ~ a w ,i I ~ s4 i I ~ s~ asp i j I ~4 I13 I _
Z TYPE B INTEGRAL CURB & GUTTER. SEE DETAILS. 10 l l ~i ~ s CK ETBA I i I 4459 00 ~ i { i I ~ I ~ ~ ~ ~ ~
M f j , ~ f ~ AREA STRIPED WITH SWSL/4 ®2 O.C. DIAGONAL PVMT. STRIPING 38 x9 PAINTED ISLAND ~ 30'x5D' .AND , ~t 19x9 1
AT GARDEN CENTER LOADING AREA ~ W 4.5' RADII TYP. / ( } ~ cost. T ~ X M PARK GROSS FLOOR AREA ~ ~ \ \ ~ 5' ~ ' ~ ~ ~ x; ~
UTILITY EASEMENT -WIDTH VARIES SEE SHT. C-04 UTILITY t I ~B 2 , I PLAN) FOR MORE INFORMATION ' B "gym ~ ~ ~ g A G { i ~ I I I ~ I i I I 1 _ B ~ ~ ,
i 1~ i i , , s ~ ~ , G ~ ~ ~ ~ : ~ , ~ ? r
F1/ , I ~ h5 II BR-3 ~ ~ ~ ~ ~ ~l~~V ) {
~ 1~ ~ N 3 r I i ~ 124 ~ 1E5
i I I I - ~ ~ ~ ~ ~ ( d? ~ I'7 ~ O
r f- o ~ 19x9 m~./4•f-- _ . X j i-.
R 1. ALL -WORK AND MATERIALS SHALL COMPLY WITH ALL CITY COUNTY ~ PARK " R- ~ i f rf Y r ( { ~ ~
/ ~ ~ ~ , REGULATIONS AND CODES AND O.S.H.A. STANDARDS. ~---F ~ 13 ,~f j ' i ~ , ! ~ ~ i TRUCK WELL -SEE ARCH PLANS ~ i ~ i ^N IS f ~ ' ~ ~ ~N...
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT I ! , ~ , J24 15 I~~ '
LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, ~~~r-~-..~.,~ SIDEWALKS, EXIT .PORCHES, TRUCK DOCKS, PRECISE BUILDING 'o,~~ 1 ~ 13 ~ j ~ ~ i ss ~ ~ ! i ~ ~ (30 x50 } I { I I ~ I i i I i ~ o m FF
DIMENSIONS AND EXACT BUILDING UTTLITY ENTRANCE LOCATIONS. +~p I I I ~ 1 I i ~ i I i1 ~ ~ ~ BR-2 ~ ~ ~ I i I i I ~ 1 `I ~~g
3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, ~ , 20 R 9x9 SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS ES ~ , BV ~ ~ ~ r ~ ~ ~ { i ~
ESTABLISHED. ~ PARK R ~ X 4 19 9 Y PA K ~ 15TR ~ , 1 i ~
4. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE " 1 ~ ~ i ~ 5R ~ G 65'R-~ ~ ~ 1 ~ ~ ~
~ ISLANDS ARE TO HAVE 30 CURB & GUTTER. All. REMAINING ISLANDS ~ " ARE TO BE STRIPED AS SHOWN. 18 WIDE SOD STRIP IS REQ D ~ ~R I ~ { ~ IQ I { I I { ~ 38 ~ sa ~ ~R ~ zaa w~
BEHIND ALL CONCRETE CURBS. REFERENCE SITEWORK SPEGIfICA1TONS. ~ ~ i ~ ~ ~ 57 ..~~~2.5~~,.~~~ ~ ; ~ z ~
5. ALL CURBED RADII ARE TO BE 1O UNLESS OTHERWISE NOTED. LV LV LV Y oR . , ~ SEfBACl~ 1 z ~ ~
STRIPED RADII ARE TO BE 5. ~ .~p~a ~ ~ I ~ ? ~ ~ W ~ # 7 ~ w~
6. ALL DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT UNLESS ~ ;JJ„ v` OTHERWISE NOTED. 1 ~ _ ~ ~
7. EXISTTNG STRUCTURES WITHIN CONSTRUCTION LIMITS ARE Tfl BE 3.~1 6 HIGH PRIVACY ~ 10 ~ 'RIVACY f, { w. SETBACK T ~ ~ ~ ° _ d ' ~ E ~ ~ r~,
ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COSTS SHALL y FENCE (i' OFF BE INCLUDED IN BASE BlD. FRONT = 25 OFF f Y ~ >i~ ~ f --50 R ~ ~ ~ f
PROPERTY LINE} 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS SIDE = i 0 LINE '~'f~~. r' Z } o ~ f WALI+~ART r _,:w s ~ ttt -t
INCLUDING BUT NOT LIMITED T0, ALL UTILITIES, STORM DRAINAGE, REAR = 10' ~ J PROPERTY 65'R I I ~ ~ e ~ ~ 1_I
SIGNS TRAFFIG SIGNALS & POLES ETC. AS RE UIRED. ALL WORK ' Q HEIGHT = 35 SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES ~ ~ - ,fir ~ LINE ~ , Aft A~ „ p~ ~3t,G ~ t7 8, ~ G. S " i ~ ~ i ~ ~ C7 CO
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COSTS t { µkr~ i r C} 1 TM ~ i °~~I y~ 33:82' ~ ~ ~ 1 ~
SHALL BE INCLUDED IN BASE BCD. ~ I 5' :.•CONCREf~ E ~ ~ ~ ~ C.4 N ~
9. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. SEE SHEET C-01. I l f L °I ~ ~ Z SIDEWALK ` I m ~ ~
10. TOTAL LAND AREA IS XX.XX4 ACRES. f f - ~ ~ ~ 1 ~ r,~ Arrs'~'~'r ~ ~ ~ , ~ ~ ~ ! ~ ~ ~ ~ REFER Ta s~rr. c-i o ~
KV GFR 5 1000 PSMH F 27 POLE 3 BASE, 3240 WATTS 19. WETLANDS PRESENT. ~ ~ ~ ~ ~ ~ p~r ~ t ~ ~ e _ ~ ~ w. 7 ,a._ I , ; FOR MARE INFO ON rn ~~G~ ~ ~
BV GFR 51040 PSMH F 27' POLE 3' 12. THE SffE WORK FOR THIS PROJECT SHALL MEET OR EXCEED H BASE, 2160 WATTS 1 1 dY I1tAj~ ? .S t t ' M-w.. . . t. ~E13 0155 7288 ~ ~ j ' , -
" "THE WAL-MART STANDARD SITE WORK SPECIFICATIONS . , , -a LV GFR FP 1000 PSMH F 3HSS 27 POLE 3 BASE, 1080 WATTS .n..,.. 3 h r. r ~ f ~W. ~n ~ ` BEFORE YOU DIG ~ --~.,e - r ~ . _ ; 1~ ~ r .
13. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. A T FR C LL OLL EE ~ ~ ~ " ~ I ~ r: < ~ ~ f ( ` Auk. , ` I
14. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. GFR 2 1000 PSMH F 27 POLE 3 BASE, 1080 WATTS r` & ~e c ,.Pkac w, 1 800 632' 4949 ~ p ~ ; _ , ~ ~Ip f37 ~ ? ~ ~ ~ ~ i ~i: ~ ~ ~
15. PARKING SPACES ARE 19x9. SEE DETAILS. NOTE: NON-PRDTOTYPICAL WAL-MART IG S L HT 16. FOR CONCRETE PAVING JOINT DETAILS & INFORMATION, SEE DETAILS. >4Tq ~ ~a ;.s- ~6.. HIGH PRNACY , ; TIC O ~ Q rn ~ FEIVGE°(1 OFF g ~ EX. ~
SHALL BE USED FDR THIS PROJECT. i7. PAVEMENT MARKINGS ON EASTERN AVENUE SHALL CONFORM TO NCDOT STD's. i i i a { : s l CEx~Tv j ! ` AQk ~ a ~ PROPERTY UNE) ~ ~ ~ N ~ M, Y ~ a i
st s. ROW/AISLE INDICATOR SIGN ~ M ~ sera ors i~ ~ xsro a~, r ~ _ ~ r~ El~D 5' CONC.31 ~ ~ " E ~ ~ ' ~ _ o ~ sera a7sa a ' ;"SIDEWALK ~ ~ ; [ ~ ; ~m ~
~ TLE SIGN i w w t' TIE T0~ ' ~ , , $ ~ Q
~ WAL-MART PYLON SIGN ~ : , ~ p : Q -~-w...~ ~~++e Z `y{°(~~`gg~~~~-~<~ ~ EX, ~ f ~ o
SWSL 4" -SINGLE WHITE SOLID LINE 4" WIDE HC PARKING SIGN / / ~ l~.. ~ ~ r~ 1 3 ; ~ ~vipr II ~ t { ~ { f ~ ~~'-YS &.~e GC^. ,.tc-~jw
" _ ~ PEDESTRIAN CROSSING SIGN R-~rj~ BIORETENTION AREA NUMBER SYSL/4 SINGLE YELLOW SOLID LINE / 4 WIDE y B !i q p r' ~~sr r~~y Y~i~ ~ t~ SCALE: 1 = 50 ~ ; ~ ~ ~ ~ ? ~ f N ~
DYSL/4 -DOUBLE YELLOW SOLID LINE / 4 WIDE EACH ~ "TRUCK ROUTE" .SIGN CW-i CREATED WETLANDS AREA 1 ~ " SYSL/1O -SINGLE YELLOW SOLID LINE / 10 WIDE s~ " ~v" ~ tf i
NOTE: SEE DETAIL SHEETS FOR MORE INFORMATION " " NO PARKING FIRE LANE SIGN SWDL/4 -SINGLE WHITE DASHED LINE / 4 WIDE ON BIORETENTION AREAS. " " ~ STOP SIGN NORTH CAROLINA ~ ONE-GALL CENTER ~ ~ ! i fir..` ~ ~ 0 50 100 125 150 f = ~o
SWSL/24 -SINGLE WHffE SOLID LINE / 24 WIDE ~ ,j ~ a ~ f ~ F i
S: "NO TRUCKS" SIGN
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i UTILITY V RNIN GO E G S~~EET IND~ X
E AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY- OTHERS RESPONSIBILITY-
7 • CV-01 2. C-01 3. C-02 4e C-03 5. C-04 6. C-05 7. C-06 8. C-07.1 9. C-07.2 10. C-07.3 11. C-07.4 ~ RALEIGH p ° \ ROCKY ~ 2. C-07.rJ ° ~ M~ 13. C-08 6q ~ 01 COVER SHEET
-COORDINATE CONSTRUCTION ACTIVITIES WITH GAS .COMPANY -SERVICE FROM THE POINT OF C NN TIN T O EC O AT HE EXISTING
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 - 1 TOPOGRAPHIC ~ BOUNDARY SURVEY
ROCKY MO NT PRESENT RESPONSIBLE PARTIES U , NC 27802 2 SITE/DIMENSION PLAN
{ CONTACT: KIM FRYE -fNSTALL BOLLARD PROTECTION AS SHOWN ON THE -PLANS -ANY RELOCATION OF EXISTING WILL BE DONE BY CITY 4F AND PER THE GAS COMPANY REQUIREMENTS ROCKY MONT PUBLIC 1NORKS. -PRESENT RESPONSIBLE PHONE: (252} 972-1131
PARTIES i 3 GRADING/DRAINAGE PLAN
{ 4 UTILITY PLAN
T P 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 POINT OF CONNECTION UP 5 RESERVED
3321 AIRPORT BLVD. NW LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB TO THE BUILDING -PRESENT RESPONSIBLE PARTIES
WILLSON, NC 27896 PLACEMENT -ANY RELOCATION OF XISTiNG WI N Y MAR E LL BE DO E B E B Q. j CONTACT: CHRIS DEESE _ _ ~ -PRESENT RESPONSIBLE PARTIES PROVIDE AND INSTALL 2 4 SCHEDULE 40 PVC CONDUITS 6 RETAINING WALL PLAN Sc PROFILE
PHONE: [phone] WITH PULL ROPES INCLUDING ALL TRENCHING AND 7.1 PHASE 1 -EROSION 8c SEDIMENTATION
BACKFiLLING, FROM THE RISER POLE UP TO THE BUILDING
~ -PR01tiDE AND INSTALL PULL BOXES AS PER TELEPHONE ' COMPANY REQUIREMENTS .CONTROL SWPPP SITE MAP
1 ELECTRi -COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC -ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL 7.2 PHASE 2 -EROSION Sc SEDIMENTATION
PROGRESS ENERGY ? COMPANY TO ENSURE INSTALLATION OF UNDERGROUND MATERIALS NEEDED TO ESTABLISH PRIMARY OVERHEAD
1825 OLD US HWY. 264 LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB SERVICE FROM POINT OF CONNECTION AT THE EXISTING ZEBULON, NC 27597 P LIN P T TH TRANSF RM R - LACEMENT E U O E O E PRESENT RESPONSIBLE CONTROL SWPPP SITE MAP
CONTACT: BRUCE HINTON -PR Vi AN iN TA -4~ H 4 PV PARTIES 0 DE D S LL 2 SG EDULE 0 C CONDUITS 7.3 FINAL PHASE -EROSION 8c SEDIMENTATION
PHONE: (919} 269-2505 WITH PULL ROPES, INCLUDING TRENCHING AND -ELECTRIC COMPANY WILL PROVIDE ANO INSTALL PRIMARY
BACKFILLiNG, 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 CONTROL SWPPP SITE MAP
SCHEDULE 80 PVC CONDUITS SHALL BE USED ON THE RISER _ANY RELOCATION OF EXISTING LINES OR POLES WILL BE 7.4 EROSION CONTROL DETAILS ~
POLE AND RIGIO METAL, LONG RADIUS, ELBOWS SHALL BE DANE BY PROGRESS ENERGY. - PRESENT RESPONSIBLE USED WHERE THE UNDERGROUND PORTION MEETS THE RISER PARTi
ES POLE AND TRANSFORMER 7.5 EROSION CONTROL DETAILS 2
-CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC COMPANY' P IFI ATI N SSEC C OS
1 -PROVIDE AND INSTALL ALL SECONDARY SERVICE AND ~ EASTPOINTE AVENUE PLAN ~ PROFILE
MATERIALS 14. C-09 S ~ SANITARY SEWER PROFILES
-PROVIDE AND INSTALL SANITARY SEWER SANITARY SEWER
TOWN OF NASHVILLE LINES AND ASSOCIATED APPURTENANCES PER THE PLANS P.O.DRAWER 987 AND SPECIFICATION 15. C-10 16. C-11 T ~ ROA~'AY WIDENING/MARKING PLAN
NASHVILLE NC 27856 f -ALL PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL BE
CONTACT: JAMIE BAINES PVC AND RATED SDR 26 ( } PHONE: [phone] -COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER 1 TRAM SIC SIGNAL DESIGN
OF RECORD AND TOWN OF NASHVILLE DEPARTMENT OF H"~r s4 Bus ~ 17. C-12 T Z TRAFFIC SIGNAL DESIGN
PUBLIC WORKS. SEE UTILITY PLAN FOR REQUIREMENTS. WAT R -PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED -DOMESTIC TAP FROM THE POINT OF CONNECTION AT THE
APPURTENANCES PER THE PLANS AND SPECIFICATION EXIS'1N N P T TOWN OF NASHVILLE G L! E U O AND INCLUDING SETTING OF METER AT 18. C-13 2• 3 CABLE ROUTING PLAN
P.O.DRAWER 987 -ALL F'Ut3LIC AND PRIVAtE WAfEK MAINS SHALL BE C-900 fHE i'ROPERfY LINE WILL BE BY THE WATER COMPANY
NASHVILLE, NG 27856 PVC, DR14 CLASS 200 -PRESENT RESPONSIBLE PARTIES CONTACT: JAMIE BRINES -ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM -ANY RELOCATION OF EXISTING WILL BE DONE BY TOWN OF Zoos au~~ruRtb sR Teo. 19. C-14 ( ' WAS*MART 20• C-15 ~ 27. D-01 s' ~ CABLE ROI~TING PLAN
PHONE: [phone] SHALL BE INSTALLED BY A LICENSED FIRE SPRINKLER NASHVILLE PUBLIC WORKS. -PRESENT RESPONSIBLE PARTI S E ~ SPLICE DETAILS
GONTRAGTOR -ALL PORTIONS OF OTHER NON FIRE PROTECTION RELATED
LINES MAY BE INSTALLED BY THE PLUMBING CONTRACTOR 1 PAVEMENT LARKING DETAILS 1
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF RECORD AND TOWN OF NASHVILLE DEPARTMENT 4F
PUBLIC WORKS. SEE UTILITY PLAN FOR REQUIREMENTS. 22. D-02 ~vsr ~ *N+ 23. D-03 kgSHNCT ~ NASH COUNry pgILROAD ~ 24. ~-~4 ~ 25. D-O5 N''Re ~ SIGNING DETAILS 1
STORM SEWER -PROVIDE AND INSTALL .ALL STORM SEWER LINES AND TOWN OF NASHVILLE ASSOCIATED APPURTENANCES PER THE PLANS AND 3 MISCELLANEODS DETAILS 1
P.O.DRAWER 987 SPECIFICATION
NASHVILLE NC 27856 -REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE CONTACT: JAMIE BRINES BIORETENTION DETAILS 1
STORM SEWER MATERIALS PHONE: (252} 459-4511
~ UTILITY DETAILS 1
i 26. D-06 27. D-07 \ 28. D-08 29. D-09 30. D-10 31. L-1 SITE LOCATION MAP 32. L-2 ~ 33. L-3 I NOT TO SCALE ~ UTILITY DETAILS 2
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THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL 7 NCDOT DETAILS 1
APPURTENANCES TR NCHING AND A KFI A T T P F I , E B C LL, ND 0 HER INCIDENTALS 0 MEET OR EXCEED THE S ECI ICAT ONS OF THE ITEMS LISTED.
3 DRAINAGE DETAILS 1
~ DRAINAGE DETAILS 2
i ~ CREATED LANDS DETAILS 1
I
PLANTING PLAN
I IRRIGATION PLAN
IRRIGATION .PLAN
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ALERT TO CONTRACTOR: WAL'M 1. THE SITEWORK FOR THE WAL-MART PORTION OF 2001 S. THIS PROJECT SHALL MEET OR EXCEED THE "WAS-MART
¦ ¦ _
BEFORE YOU DIG CALL TOLL FREE
1 44 800 632 9 9 ;g;g STANDARD SITEWORK SPECIFICATIONS." BENTO 2 REQUIREDSBYRCODESEA D/OR UTDI IN SERVICE CTOMPANIES (479) 27 SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING
229 N. ARENDELL AVE. PHONE. [phone] EASTERN AVENUE PHONE: [phone]
ZEBULON NC 27597 FAX: [phone] - NASHVILLE NC 2.7856 FAX: [phone] . Q
MOBILE. [phone] - MOBILE: [phone]
POSSESSION AND THE FINAL CONNECTION OF SERVICES.
T NOR H CAROLINA
ONE-CALL CENTER EN;ER