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Q ,I . I~ !E j 111:1111€ 1 t i' 1. PROJ. NO.:
.R , < I 3 w IT _ SHEET:
- ITS! ~ i y :1 13:1 4 z, 305 AS OHM"! i . .I'I=1311 305
t~ 'J6 1 PP1.2
4 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 M 33+00 34+00 35+00 36+00 37+00 38+00

_ _ + PLSta = 19+37.00 CIRCULAR SOP 10+00.00 PI Sta 13 13.23 CIRCULAR PI Sta = 23+81.24 CIRCULAR a''"~~~~~~+`~"" a~~~ CARo
N = 677074.67 - Da = it°27'32.96° N = 677970.17 Da = 24°54'40.35" N - 677338.09 » N = 678336.88 Da = 35°48'35.50" ~ ; • • ,
E = 2127119.16 _ Dc = it°28'42.03" E = 2126953.51 Dc = 25°06'42.18° E - 2126949.69 E = 2127212.09 Dc = 36°25'11.69" . 0 ,•,L.,'
I = 33°06'01.14°R T = 148.58 I = 34°50'34.85°R T = 72.17 2 1= 34°50'34.85"L T = 50.21 '
R = 500.00 ~ R = 230.00 R = 160.00
L = 288.85 L = 139.87 ~z~ 6 L = 97.30
C = 284.85. C = 137.72 C =95.81
E=21.61 E=11.06 r` E = 7.69 r '~V
M = 20.71 M = f0.55 ~ M = 7.34 '~""m~mn~nt~'''
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a 9+00 10+00 1 1+00 12+00 13+00 14+00 15+00 16+00 1T+00 18+00 19+00 20+00 2 1+00~ ~22+00 23+00 24+00

PI Sta = 23+81,24 CIRCULAR = + CIRCULAR PI Sta = 30+68.75 CIRCULAR PlSta = 31+ - PI Sta 28 26.30 ° PI Sta = 31+93.32 CIRCULAR PI Sta = 36+73.05 CIRCULAR. '"~~~~~~~~n"''
N = 678336.88 Da - 35 48 35.50 N = 678785.05 Da = 33°42'12.24" N = 678993.50 Da = 22 55`05,92" N = 679121,8 _ _ , , N = 679597.52 Da = 22°55'05.92" CAR,.'% N 679121.83 Da 5717 44.81 ~
E = 2127212.09 Dc = 36"25' 11,69" _ = q° ~ " E = 2127086,05 Dc = 23°04'26.11" E = 2127086 E 2127214.79 Dc 3 12 33.37 E - 2127086.82 Dc - 60°00'00.00" E = 2127149.12 Dc = 23°04'26.11'
I = 34"50'34,85"L T = 50.2 I - ~ n T = 48.82 I = 32°02'47.57"'R T = 71.80 I = 07°06'56. I - 32 02 47.57 L • I - 07°06'56.62'R T - 6.22 I = 59°30'52.16'L T = 142.93 r ,.'9 - -
R = 160.00 R = 170,00 R = 250.00 R = 100.00 R = 250.00
L = 97.30 L = 95.08 L = 139.83. _ L = 259.68 ~-~z~ ~ 1 - 12.42
C = 95.8i ~ C = 93,85 C = 138.01 C = {2.41 C = 248.16 , ..~t~,~,r
E=7.69 E=6.87 E=10.11 E=37.97 g V~•~r~ E = 0.19
M =7.34 M =6.60 M =9.71 M = 0.19 M = 3297 ~'"nnnnmu+~o`'~
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a. 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00

PI Sta = 36+71-69
CIRCULAR
PI
Sta = 39+72-96
CIRCULAR
N = 679597-52
Do
= 22055'05.92"
N
= 679798-87
Do
= 15*16'43-95"
E = 2127149-12
Dc
= 23004'26-11"
E
= 2126890-90
Dc
= 15*19'28-24"
235-94
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E =
42-94
PI Sta = 48+39-13 CIRCULAR CIRCULAR
N = 680691-12 Do
= 07038'21-97"
Do
=11°27'32.96"
E =2126896-28 Dc
= 07038142-39"
Dc
= 11028'42-03"
1 14"05'58-98"R T =
92.75
T =
120-21
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750-00
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500-00
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184-56
L =
235-94
C =
184-10
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5.71
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M = 32-97 M = 38.53 M = 5.67 M = 13.85
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~'~~III IIIIII/I/1f,-
_ + CIRCULAR = CIRCULAR PI Sta - 50+52.52 CIRCULAR PI Sta 53.65 89 - PI Sta 48+40.50 - ° r - _ ° r rr _ Da = 11°27'32.96" PI Sta - 57+04.58 CIRCULAR I RCULAR° r n P I Sta = 59+01.47 CIRCULAR P I Sta = 59+52.14 CIRCULAR EOP = 60+26.65 CAR'~~j~"'~i~
_ Da - 07 38 21.97 N = 680897.35 Da - 11 27 32.96 N - 681207.55. » » _ _ , N - 680691.12 - ° , „ _ o _ ° r rr N - 681463.04 Da - 17 5E Da - 17 56 08.52 ° r n N = 681760.46 '
Dc - 07 38 42.39 Dc - 11 28 42.03 E - 2126880.12 Dc = 11 28 42.43 E = 2126896.28 E = 2126949.40 E = 2126648.92 Dc = 18°0( N = 681686.56 Da = 07 20 36.16. N = 681730.40 Da = 114°35'29.61" ~ p: • Dc = 18°00`35.10'` E = 2126753.95 Dc = 07°20'54.29" E = 2126779.46 Dc = 00°00'00.00" E = 2126848.84 _ ~.y ss
r rr T = 92.75 - ° ~ ,r T = 120.21 I = 29°33`04.78"L T =.131.88 I = 14°05 58.98 R I - 27 02 11.06 L ' I = 67°18'34.24"R T = 212.6E T = 212.68 ~ z
R = 750.00 R = 500.00 R = 500.00 R = 319.44 R = 319.45 I = 05°.01'57.62"R T = 34.29 I = 36°22`14.43"R T = 16.42 12 6
L = 184.56 L = 235.94- L = 257.88. R = 780.24 R _ 50.00 , ~ ~~c ~ L =.375.28 L = 68.53 L -31.74 ~i a
_ - C = 255.04 ~ L =.375.2E C - 184.10 C - 233.75 C = 354.Oi C = 354.07 C = 68.51 C = 31.21 ''%~T~'E~'T~~~~
E=5.71 E=14.25 E=17;10 E 64.32 E = 0.75 E = 2.63 ''n/inlumn~
_ - M _ 16.53 E - 64..32 M-5.67 ii M-13.85 M = 53.54 M = 0.75 M = 2.50
STREET M = 53.54 G
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N tv 2 7 5 rn : r, r rra : c~ 275,250 Vj: Y T~ 11 250 225 ~ C\j n ;n ~N 225
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BOP = 10+00.00 PI Sta = 11+62.95 CIRCULAR PI Sta = 14+57.63 CIRCULAR. PI Stc = 15+40.24. EOP = 15+50.66 ~ caR
N = 677944.94 N = 677945.92 Da = 18°2$`57.03" - - ° = N = 677804.69 N - 677800.87 Da - 18 28 57.03 N - 677804.29
E = 2126958.20 E = 2126795.26 Dc = 18°33'48.95" _ _ ° = 4 E = 2126437.30 E 2126534.61 Dc 18 33 48.95 E 21264 7.71 r ~ ' ,~`i''y9~ N
I = 29°26'26.97"L T = 81.45 I = 31°20'37.64"R T = 86.97. I = 00°.02'58.62."L S c 5
R = 310.00 _ 0 R 310 0 ~
L = 159.29 L = 169.59
C = 157.54 = 167.48 C
E=10.52 E=11.97
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_ + CIRCULAR PI Sta = 12+29.21 CIRCULAR PI Sta = 16+71.61 CIRCULAR BOP = 10+00.00 PI Sta 11 44 04 ~ CA .~~4 .
N = 678374.94 N = 678396.98 Da = 11°27'32.96" N = 678428.88 Da = 11°27`32.96" N = 678546.02 Da = 38°11`49.87"
E = 2127211.86 = _ ° Dc = 11°28`42.03" _ Dc = 38°56'32.79" E 2127069,51 Dc 11 28 42.03 E 2126990.00 E 2126563.34 31 J1 '
_ T = 57.24 I = 06°30'27.90"L T = 28.43 I = 74°59'33.26"R T = 115.08 I 13 03 39.72 R S_YYi___ET ,N
R = 500.00 R = 500.00 R = 150,00
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9 '
SEEDBED PREPARATION e
GENERAL NOTES
...~a
1. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL STATE AND
~ LOCAL CODES IN OBSERVING ..EROSION GONTRQL MEASURES BOTH QN AND OFF SITE.
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING E R OS I 0 N AND SEDIMENT CO N T R 0 L MEASURE S - 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL
SURFACE REASONABLY SMOOTH AND UNIFORM. MEASURES:
3, APPLY 1.5 TONS OF 50~ SUPER PHOSPHATE AND 5 TONS OF a. INSPECT ALL EROSION CONTROL MEASURES FOR STABILITY AND
AGRICULTURAL DOLOMITIC LIME (POWDERED) PER ACRE. TBfIIpOI'11'~/ Slit D1tCI1_____________________________________________ ~ QPERATION WEEKLY OR WITHIN 24 HOURS AFTER ANY SIGNIFICANT
TILL AND UNIFORMLY MIX WITH SUB-SOIL '~0 A DEPTH OF 6 INCHES. STORM EVENT.
b. CLEAN OUT ALL SILT TRAPS AND .SEDIMENT BASINS WHEN HALF OF
4. SPREAD A 6-INCH DEEP LAYER OF TOPSOIL. APPLY 10-20-20 Temporary Diversion_____________________________________________________________ TD CAPACITY IS REACHED. SEDIMENT SHALL BE DISPOSED OF ON THE Z
FERTILIZER AT THE RATE OF 500 LBS. PER ACRE AND THOROUGHLY MIX PROJECT ONLY IN PROTECTION AREAS OR HAULED AWAY IF NOT ~ ~
WITH TOPSOIL. T2fIlp01'aI')/ Sllt Fence_____________________________________________ -N-- SUITABLE FOR:FILL.MATERIAL. ~ ~
a
c. REMOVE-SEDIMENT FROM BEHIND SILT FENCE WHEN IT'S DEPTH ~ V
5~ ISNPREPAREDL6AINCHESIDEEPWELI-PULVERIZED, FIRM AND UNIFORM SEEDBED Special Sediment Control Fence______________ REACHES Q.5 FEET. ~
d. IF ANY E.C. MEASURE IS FQUND TO BE UNSTABLE QR NQT FUNCTIONING V~ p PROPERLY, REPAIRS SHOULD BE DONE IMMEDIATELY TO MAINTAIN MEASURES
6. SEED OR SPRIG ON FRESHLY PREPARED SEEDBED. CULTIPACK ALL Rock Check Dam AS DESIGNED OR AS DIRECTED BY THE ENGINEER.
SEEDED AREAS AND COVER WITH MULCH. La.l
7. INSPECT ALL SEEDED AND SPRIGGED AREAS AND MAKE NECESSARY REPAIRS. S@CI1f118C1't Trap 3. TEMPORARY AND PERMANENT SEEDING OF DENUDED AREAS WILL BE DONE
ACCORDING TO THE SEEDING SCHEDULE, AREAS WILL BE RESEEDED AS NECESSARY
TO MAINTAIN GOOD VEGETATIVE DOVER. ~
` 4. BMP BASIN WILL BE USED AS SEDIMENTATION CONTROL DEVICE UNTIL STABLE
8 ° VEGETATION IS ESTABLISHED. PLEASE SEE RISER. DETAIL FOR CONFIGURATION
Rock Pipe Inlet Sediment Trap Type-B g~o OF DEWATERING DEVICE. '
a z
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Rock Silt Screen----------~ ~ bor.o
~-wo~ ~ 2
t3N~00 Q
SPRIGGING, SEEDING AND MULCHING CO t[
CONSTRUQTION SEQUENCE ~ w
C ~ N X
ROADWAY SHOULDERS 8~ FRONT DITCH SLOPES: ROCK Itlle't SBCIlf11@Ilt TI'elp= C ~R C~ ~ THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THIS CONSTRUCTION SEQUENCE ° ° ' ~ ~ C° ~ Z ~ IN ACCQRDANCE WITH THE APPROVED PLANS, THE SPECIAL PROVISIONS PROVIDED, H
SPRIG WITH "CELEBRATION" BERMUDAGRASS AT THE RATE OF 600 OR AS DIRECTED BY THE ENGINEER, o ~
BUSHELS PER ACRE. "CELEBRATION" BERMUDAGRASS MUST BE Type C
PURCHASED FROM A CERTIFIED GROWER.
1. OBTAIN ALL APPLICABLE PERMITS, SEND PROPER NOTIFICATIONS, SCHEDULE A ~ ~
PRECONSTRUCTION MEETING, AND OBTAIN NOTICE TO PROCEED. m
2. CONSTRUCT TEMPORARY GRAVEL ENTRANCE/EXIT AS SHOWN ON PLANS. ~
CUT & FILL SLOPES: z ~
3. MARK CONSTRUCTION LIMITS-AND ALL PROTECTED AREAS. INSTALL ORANGE H ~ ~ ~
AUGUST 1 -JUNE 1 MAY 1 - SEPTEMBER 1 TREE PROTECTION FENCING AROUND VEGETATIVE BUFFER ZONES. w w q
100 LBS/ACRE TALL FESCUE 100 LBSlACRE TALL FESCUE a
50 LBS/ACRE LOVEGRASS; 50 LBSlACRE TALL FESCUE 50 LBSlACRE LOVEGRASS; 50 LBS/ACRE TALL FESCUE 4. INSTALL ALL PERIMETER EROSION CONTROL MEASURES SUCH AS TEMPORARY H z q SILT FENCE,.TEMPORARY SILT DITCHES, TEMPORARY DIVERSION DITCHES, w ~ ~ ~
25 LBS/ACRE RYE GRAIN 10 LBS/ACRE GERMAN OA BROWNTOP MILLET
500 LBS/ACRE FERTILIZER 500 LBS/ACRE FERTILIZER ` ROCK CHEEK-DAMS, :SEDIMENT TRAPS AND BASINS, SPECIAL SEDIMENT CONTROL FENCE, r,. z ~ ~ AND ROCK SILT SCREEN.. SCHEDULE ON-SITE INSPECTION OF MEASURES BEFORE w ~ ~
4000 LBS/ACRE LIMESTONE 4000 LBS/ACRE LIMESTONE ROUGH GRADING BEGINS.
5. WHEN GQMPLIANCE HAS BEEN DETERMINED THROUGH ON-SITE INSPECTION, CLEAR, ~ d
GRUB, AND ROUGH GRADE THE SITE. .STOCKPILE TQPSOIL AT A LQCATION SHOWN Q
WASTE & BORROW AREAS: IN PLANS OR AS APPROVED BY THE ENGINEER.
AUGUST 1 -JUNE 1 MAY 1 - SEPTEMBEfl 1
6. BEGIN GRADING OF ROADWAYS. CQMPLETE CONSTRUCTION OF SEDIMENT BASIN AND RISER STRUCTURE. INSTALL 24" RC PIPE AND. RIP RAP OUTLET PROTECTION. INSTALL STORM DRALNAGE INLETS AND
100 LBS/ACRE ANNUAL RYE 100 LBS/ACRE ANNUAL RYE PIPE SYSTEM, INLET SEDIMENT TRAPS, AND PIPE INLET PROTECTION. ~
500 LBS/ACRE FERTILIZER 500 L.BSJACRE FERTILIZER
4000 LBSIACRE LIMESTONE 4000 LBS/ACRE LIMESTONE 7. INSTALL INTERMEDIATE EROSION CONTROL MEASURES SUCH AS .RACK CHECK DAMS AND
TEMPORARY/PERMANENT DITCH LININGS. CUT AND FILL SLOPES MUST BE STABILIZED WITHIN ~
21 CALENDAR DAYS OF COMPLETION QF GRADING. OTHER DENUDED AREAS MUST BE STABILIZED
On cut and fiill slopes 2:1 or steeper add 20 lbs. per acre Sericea Lespedeza WITH TEMPORARY GROUND CQVER WiTHTN 15 WORKING DAYS OR 30 CALENDAR DAYS.
January 1 - December 31. Fertilizer shall be 10-20-20 analysis. 8. PROVIDE PERMANENT GROUND COVER QN ALL DISTURBED AREAS WITHIN 15 WORKING O ©
DAYS OR 90 CALENDER DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
U
TEMPORARY SEEDING
Fertilizer shall be the same analysis as specified fior "Seeding and Mulching" x ti
and applied at the rate of 400 pounds and seeded at the rate ofi 50 pounds ~ a ~
per acre. Sweet Sudan Grass, German Millet, or Browntop Millet shall be ~ p
used in summer months and rye grain during the remainder of the year. The
Engineer will determine the exact dates fior using each kind of seed.
~ ~
FERTILIZER TOPDRESSING
Fertilizer used fior topdressing shall be is-8-S grade and shall be applied Q
at the rate of 500 pounds per acre. Upon written approval of the Engineer,
a diffierent analysis ofi fertilizer may be used provided the 2-1-1 ratio is ~ ~
q maintained and the rate of application adjusted to provide the same
W amount ofi plant flood as i6-8-8 analysis.
0 ~ ~
~ ~ ~
SUPPLEMENTAL SEEDING o ~
The kinds of seed and proportions shall be the same as specifiied for
"Seeding and Mulching", and the rate ofi application may vary from 25 pounds
~ ~
to 75 pounds per acre. The actual rate per acre will be determined
by the Engineer prior to the time of topdressing and the Contractor will be ° W
o notified in writing of the rate per acre, total quantity needed, and
areas on which to apply the supplemental seed. Minimum tillage equipment,
consisting ofi a sod seeder shall be used fior incorporating seed into the soil 0
as to prevent disturbance of existing vegetation. A clodbuster (ball and chain) ti
y ~ may be used where degree ofi slope prevents the use ofi a sod seeder. DATE: 1 ~O-200~
~ d.
SCALE:. ~S
~ MULCHING
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" mulcn Will De organic Wneai or oat straw, ury anu u"-weainereu, anu 111ay rye spreau CHECKED: EGW
by hand or machine. Apply at the rate of 1-2 tons per acre. Tack with emulsified asphalt
Qo at a rate of 25-35 gal. per 1000 square feet. PROD. NO.:
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t ~ \ ~S 5, s . _ ti
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VARIES AS DDEGIID BY EIVdi~ (S' MAX.i
STAY VDiES MDL ~I2--f/2 OUAOE O rn z
a.~ H,~ o~ 1~,r WIRE MESH ~ ~ o•.p • ¢~3 .
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~ µ a o •.Q O ! ~ W
TER FABRIC . vl e , ;d ~
tATE& OROIND LDE ~ ~ L VIflE SllAli. ~ A MDOMUM OF 32' Bi ~ 9LOPE O
YD A?D 8HALL HAVE A MDBARMI OF B ~ ~ n LAE VIAES V/l2' STAY SPACIND g. ~y d.• off.. i~~~ WIPE MESH r W
2, F?.TER FABRD: SHALL BE A MINOfi>hl OF
N rn SY TIE ENGDEER Z ~
a sTm. Posr sLU~LL LIE s'tr IN HEHRIT r' r iAA%IMUM Pi T~sELF FASrEMER /~p.E A PLACED Ri N MA%IMUM POST SPACING 4 FT. ~ :a•:~~ 3EE NOTE FOA POST DESCRIPTION V. F- . ~ C9 0.
_ a• $ ~ W
,m T- • N ~ VARIABLE~* IARIABLE~* * NOTE ¢ H ~
ti m a DIMENSION O2 )IMENSIDN ~ f2 USE N0. 5 OH N0. 57 VARIABLE~~ p ~ Q
~ Q ~ ANL~~RFA~ CONSTRUCTION ENTRANCE/EXIT ~ . 3 a 2 STONE FOR SEDIMENT DIMENSION z a 2' CONTROL AND PAY FOR FL 2'
As OLRECTED BY THE. ENGINEER m o AT THE CONTRACT UNIT ~ FLO<Y-. --T'-"-~: ~ PRICE PER TON SEDIMENT ,i ',r Z
z GUIDELINES FOR TEMPORARY SILT FENCE. DETAIL - o SEDILl1ENT- SD 13 D3 SEDIMENT - 8 CONTROL STDNE. SEDIMENT B Q
~ CONTROL STONI SD 13-1 NOT TO SCALE ~ 1 CONTROL STONE 2' USE HARDWANE CLOTH 24 CONTflOL STONE Fd- W 0 1'•B" GAUGE WIRE MESH WITH 1J4 1'•B" N N Z
NoT TO scaLE H z * INCH MESH OPENINGS. >t PLACE TOP lTF WIRE MESH N W ~ ~ ~ Z
~ ~ A MINIMUM DF ONE FOOT .,p p ~ p
1 ~ BELOW THE SHOULDER OR J .p p r AVERAGE BOX. ANY DIVERSION POINT. AVERAGE BOX ~ Z ~ ~ ~ d0 ~ ~
DIMENSION VARIABLE INSTALL 5 FT. SELF FASTENER DIMENSION VARIABLE W M {y r r FILTERED. ANGLE STEEL POSTS 1.5 FT. FILTERED ~ ~ q~O Q ~
m WATER DEEP. MINIMUM. WATER ~ U ~
n SECTION A•A INSTALL B FT. TALL, 3 IN. SECTION Y•Y ~ ~ Z ~ DIR. WOOD POST 1.5 FT.
sPREa~R LiP CONSTRUCT THE LEVEL. LIP ON UNDISTURBED AIL ,,~.YwY,ty- A P=d0' .DEEP MINIMUM. ~ ~ Dfs4A~E.POSTs A MAXIMUM ~7INGLE"DIRECTIONAL FLOW v o ~ ° ~ O
TO UNIF~IN FEIGHT AND ZERO OAAOE OVER THE LENGTH Of THE Y Y• Y,~, +r w SPREADER. PROTECT IT VITH AN EROSION RESISTANT MATERIAI.Y- Y, 'r MULTIDIRECTIONAL FLOW SHEET f of f ~ ~ m ~ ~ ~
SUCH AS SURfY: STOKE TO PREVENT EROSION, TO BECOlE ESTABLISHED. ~ Y Y 'Y` Y~(' ~t•+9• EET 1 OF 1
DAass uLED cam. s IPK~S 1' Fool Vim. Y Y- ,y 1 fi32.03 .SEE PLANS FOR LENGTH AND ELEVATION. THE OUTLET DISP~AL AREA MUST ~ ~RALI.Y Y' ,r 1632.03 ~ ~ o
SlDOTH AID VELL VEGETATED PITH A MAXIMUM SLOPE OF iBX. Y" Y' ~ BOIE~ ER08ION CONTROL. NETTING TO BE INSERTER A!D .,r +t- rV SECURED IN GRASS LINED CHANCEL. y" Y' r ~ ,J 11EIi \ V
VEGETATE AL OISTLn AREAL Y Y~' O 'Y' + ti' rV v m Y Y ~ H'D a
r ~ < ~ TEMP. STONE NOTES: o ~ DITCH CHECK Q ~ 3 ~
1. THE MATTING 9tDULD ~ A MINIIRA4 OF 4 FEET VIDE Y ~~~ji dlli H z RIP RAP OUTLET PROTECTION Y' ~Y ~ p" to O . AND ENERGY DISSIPRT~i EXTRDINfi B INCHES O4ER THE LIP AND BIRtIED 8 INCLES ''r ~ D ri C ~
DOMNf,7REAH LIP !81St BE LEVEL SEE PLANS FOR DETAILS 0~ IN A VERTICAL TfENCH ON TIE LOMER EoOE. 'Y" ~ ~ ~ r ©m -I~ THE tNtifE LEfDTH OF SPREADER, THE UPPER EDLE SHOtAO BUTT AGAINST SMODTH.Y CUT Y ~ Y" Y PT. •jf~ STABILI ~ H z 'I x a 9~~'a ~ y~EN~ USE CLASS "B" STONE FOR STRUCTURAL STONE FOR H o ~ U m O QP EROSION CONTROL .AND PAY FOR AT THE CONTRACT Qaa=z I V
SPAEA~R LIP MUST BE 1' MINIMUM. FLOV SOD AND ~ SECURELY HELD IN PLACE VITH CLOSELY. 'r Y J}. P ~ SLOPE ~ d t~ ~ SEE PLANS FOR ELEVATI SPACED HEAVY DUTY VIRE STAPLES AT LEAST 12 INCHES LONG. Y Y'Y ~ = m m ,l UNIT PRIDE PER TON 'STONE FOR EROSION CONTROL w~Na J I ~ i CLASS B Q~~QH J Z
FLARED END sECTEON Y" ~ r ~ ~ Th ~ 0
IP RAP 2. ENSURE THAT THE 3PREAOER IS LEVEL. FOA UNIF~iM SPREAD ...STABLE 'ry' ~ ~ ~ ~ z H R of stoRM RLF. ~ +rUr o H 2-3• SuROE stoNE ~ Y' lRDis Y ~ ~ N ~ ~ x THE ENGINEER MAY DIRECT THE OPTION OF W W W ~
OEO•TEXTILE FABRIC ~ 3. CONSTNIlCT TtE LEVEL SPREADER ON UNDISTURBED SOIL. Y ~ ~ n EXTElD A MINIMUM ~ fNOT ON FILL! Y• Y ~ la~! ~<< -EDGE OF FAVEMENT CLASS A STONE FOR SITES HAVING LESS THAN o~N~ q \ ONE (1) ACRE DRAINAGE AREA AND A DITCH a 'j = W \ ~
ONE FOOT PAST ' LI ~ 'Y' 6iC/! ~ a , 4. CONSTRUCT A 20 FOOT TRANSITIDN SECTION FRDM TLE Y z GRADE LESS THAN 3~a. PAY FOR AT UNIT a H F- Z C9 9y~ pQ~ PRICE PER TON 'STONE FOR EROSION CONTROL ~ ~ ° W Fi ~ ~
DIVERSION CFkNEI. TO SMODTfB.Y VITH TFE kIDTH AND DEPTH ~ THE LEVEL SPREADER. Y•
INDISTIDBED OROIR~ID ''r STRUCTURAL STONE ~ GLASS "A"'. ~ Z Z I
6. DISPERSE RUNOFF FROM 71E ~REAIIER ACROSS A PROPEDB.Y STABILIZED SLOPE, NOT TO EXCEED SB%. MAKE TWIT Y PT. ~ s~aPE W m 4.
LEVEL. SPREADER DESIGN VIt.L BE BASED ON tDBs SLOPE IS SUFFICIENTLY 318mTH TO KEEP THE FLOV FROM Y' Y' 3 ELEVATI~1 POINTS ON r11 CURRENT DIVISION ~ VATER OUlV.ITY DESIGN CONCENI'RATINO. ~ 'r SPREADER ALL AT SAME 3 z W
OUI~LINES. ELEVATION ITYPICAU '0 MAINTENANCE s. IMMEDIATELY AFTER IT'S CONSTRl~TION, APPRDPRIATt7.T 9EED p ..ISOMETRIC VIEW d ~ q
AND LNJLCH THE ENTIRE DISTURBED AREA OF THE LEVEL Y' ELEY ~ ~ INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL. UNTIL VEQETATION IS ESTABLISHED SPREADER. Y PTA ~ z
ArD PROPERLY MAKE ANY M1r~0 REPAIRS. AFTER TFE AREA HVIS BEEN STABILIZED.IT ON 1r ^a 'n MAKE PQIIODiC INSPECTIONS AHD KEEP VEDETATION IN A HE(p.THLY, VIOORDILS COND i ~ r o~ i ~ NATURAL GROUND LL O ~f MIN.. ~
SURGE STONE LIP H i ~
~ x O MAINTE C ~ N
INSPECT TIE LEVEL AFTER EVERY RAINFALL UNTIL VElETATION IS ESTABLISHED 7C D ~
AND PROpEAI.Y Nf~ ANY REPAIRS. AFTER THE AREA LIAB BEEN STABIL[ZEO, v MAKE PERIODIC. INSL~ECTIONS AND KEEP VEGETATION IN A tEALTLIY, YIT10R0<IS COrIDITION. D o J F`
. M ~ ~ D: H ~ CR05S SECTION o y
rv LEVEL SPREADER DETAIL a YEE DITCN
v n~ a ~ v
m~ • BASE OF DITCH G ~ i NATURAL OROllND 12" 12" MiN. _ ~
c', z ' " f' MIN. SEDIMENT W 0
~o FLOW-? W "g
w fABRIG CUT AND FOLDED m OPTIONAL TYPE "B" ' 4'-S" d.
OVER. THE HORIZONTAL FENCE POST CROSS SECTION slLr BasIN ~ ~ ~ r,,~,
4~ ~ eFr a,~ TRAPEXOIDAL DITCN SEDIMENT CONTROL STONE ~ ~ ~ h~,~
AO OFF sr$ N ELEYA7ION VIEW
S• SHEET. 1 OF '1 8HEET 1 dF f ~ ~ "`~~~"'111
~'/N 1633.02 • aAF 1633 02 ~ ~ 1
N~yC TOP OF BAFFLE SHOULD BE 6' ~ z O
HIGHER THAN THE BOTTOM Of o ~ oN
THE SPILLWAY H Z ~ iC Q
C ~'od 41 BOTTOM OF BAFFLE 1N BAFFLE (TYP.I dH~t~N H tt tg G}
TRENCH AND TRENCH Hz~xy NOTE: NOTE: o~u~ai=z
FILLED WITH SOIL AND 5}p7~n-I EARTH BERM x m USE CLAS COMPACTED - USE CLASS B STONE. FOR STRUCTURAL w 4 ~ a _ ~ J'
ti =~o~ STONE AND z STONE .AND PAY FOR AT THE CONTRACT o'f~D F s ~ z ~ Fy
~dN UNIT: PRICE nx~z • A a D CONTROL, C UNIT: PRICE PER TON STONE FOR EROSION OCo 00~ / ~ o N ~ ti ° ~ CONTROL, CLASS B. PIPE 2aM~ r 1
{ N ~ USE NO. USE NO. 5 OR NO. 57 5TONE FOR A? 00 0 00~ 0 A ~ H ~
~ - Nz SEDIMENT C SEDIMENT CONTROL AND PAY FOR AT Qo ~Oo Oo
BAFFLE INSTALLATION STEP. 2 0 by EXTRA POST IN MIDDLE THE CONTRA THE CONTRACT UNIT PRICE PER TON ~ o ~o o D ~ FLOW
(n 'HOG WIRE ATTACHED OF OPENING ~ ' ~ ~ ~ y SEDIMENT .CONTROL STONE. O ~ y 1~..~
O TO POSTS WITH LENGTHS O SEDIMENT C n CONSTRUC ~ OF WIRE ~ CONSTRUCT TOP OF BERM A MINIMUM OF 0 0 0 ~
~I HORIZONTAL METAL POST ONE FOOT B J ONE FOOT BELOW THE SHOULDER OR ~ OHO ~ ~p~o~o ~ d 0
J WIRED SECURELY TO VERTICAL S ~ M ` DIVERSION ~ POSTS ~m DIVERSION POINT. ~ ° F
~ FABRIC FOLDED m z PROVIDE PROVIDE A TOTAL SEDIMENT. TRAP 0 5TRUCTURAL STDNE o d
_ OVER HORIZONTAL ~ VOLUME OF BAFFLE INSTALLATION STEP I ~r ~ POST Z flF DISTURB VOLUME OF 18001 CUBIC FEET PER ACRE ~
V r= flF DISTURBED AREA. SOME OF THE z F ~I 0
m REQUIRED V ~ NOTES: HORIZONTAL POST -1 N BY UP OR D REQUIRED VOWME MAY Bf PROV10ED BY UP OR DOWNSTREAM CONTROLS. ~ Z
O r;, W
F NCE POST AT LEAST 18' INTO SEDIMENT PIT a ti I. DRIVE STEEL E FENCE AND FABRIC _ No SOLID GROUND BURIED IN TRENCH m D SEDIMENT CONTROL STONE 0 ~ L, h,~
~ 0 ~ ~v PLAN o W a
~ 2.WOOD POSTS ARE NOT ACCEPTABLE 3a m zy ~
y 3. USE STAPLES I'APART TO ATTACH FABRIC Z 9
~ TO 'HOG WIRE' , CLASS ~ I RIP. RAP ~ H •C ~ 6x6 TRENCH, ~ z STRUCTURAL STONE _ ~ BATE: ~0- 90-2007
M A. BAFFLE SPACED AS PER APPROVED PLAN. BACKFILLED AND co ~ 12" MIN 16" ~ 12" MIN J y SCALE: Nl S „
COMPACTED '0 0 2~ ~ ~ d ~~AwN: RSE/ZPN
~ o ~ Q o ~ gyp„ 1 ROADWAY SHOULDER Fi

DIVERSION POINT r• , -t-{ CHECKED:
SECTION AT OPENING ~(y "I DIVERS RET ~ D FLOW 0 1`71N " -
7"-6" MIN. G PROJ. NO.:
o SEDIMENT BASIN DETAIL PERSPECTIVE VIEW SEDIMENT CONTROL STONE **A`~ A 1$" PIPE MAX.
MEET 1 OF 1 SEC1 ION A-A SHEET 1 OF 1 SHEET:
~ 7635.02 ~o 1635.02 Di

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WET DETEIUT IOIU B,4S IlV COIUTROL NOTE:
m
GENERAL NOTES
USE CLASS "B " CONCRETE.
AFTER ALL DISTURBED AREAS ARE STABILIZED Z
:USE #4 BAR DOWELS AT 12 " O.G. 0
AND SKIMMER IS REMOVED, REMOVE 6 " PLUG PROVIDE STEPS SPACED 12 " ON CENTER. Z a
® ~ USE FORMS FOR CONSTRUCTION OF THE BOTTOM V
AND INSTALL 6 "~6 - 90°INVERTED PVC ELBOW. INSTALL SLAB. V} ~
REMOVABLE PLUG ON 4 PVC DRAIN. FRAME & GRATE MUST CONFORM TO NCDOT
FRAME & GRATE ~ FRA (SEE DETAIU (SEE FRAME & GRATE 5TANDARD DRAWING 840,20. FOR W
fSEE. DETAIU ANCHORAGE OF FRAME, REFER TO NCDOT
STANDARD DRAWING 840.25.
6'?7~ -90 DEG.
PVC ELBOW IF REINFORCED CONCRETE PIPE IS SET IN
BOTTOM SLAB OF BOX,ADD TD SLAB AS SHOWN W
ON NCDOT STANDARD DRAW INS 840,00. Q
RIM EL~ 307A' ~
RIM EL- 307.(Y WHEN ALL DISTURBED AREAS DRAINING TO
POND ARE STABILIZED AND VEGETATED,
REMOVE SKIMMER, PLUG 4 " PVC DRAIN PIPE d
AND INSTALL PERMANENT 6 " ~D - 9O DEGREE Z
INVERTED EL80W ON PVC ORIFICE PIPE. ~ .o„ r, ~
fSEE DETAIL.1 ° •°o o ~ ~ ~ ~ I~ Do
~I
v' U D`~o 0° O Q ~Z~a
2'-0 " 8 " (TYPJ 8 " (TYPJ 3'-8 " Cs~~,
X ~ m
N a ~~m"- ~ O
c ~ O
o
s" ~ Puc ~ ~
PIPE
m o
STEPS f1YPJ i ~
fSEE OTU JZ ~
H H ~ (n
W 7J ~G PIPE W W W t~
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F=- Z Z W H

? Z ~ ~
FAIRCLOTH SKIMMER s" ORIFICE ~~j~~~j~ s" oRr 3 " SKIMMER w/ 3 " HEAD INV.EL- 301.0' INV.EL- , W q;, C~9
6 ..ORIFICE INV. EL °301.0' o 0
j~\/ ourcer
PIPE
~~%~~%~~iy~iv~i
i~~i~~i~~y~~
sEE NOTE
~~%~~%~i
4"~ PVC
PIPE 12" y N
BOTTOM OF POND ~1~"~ ~ Q
EL-294A' FLEX78LE HOSE 4'97J PVC DRAIN 4"
INV.EL- 2945'
ii~~i~~~i~~~i~~~i o 0 9~ ~ ~ ~
~ ~i~~i~~~i~~i~~i~~i~~ ~~i ~i ~i~~~i ~i
~'"ul
COPOLYMERPOLYPROPYLENE
24 „ 24'~ ~ Rl+ PVSTIC M.A INDUSTRIES MODEL PSI~PF OR APPftOVEO EQUAL.
8 „ g OUT m OUTLET' PIPE 4 " ~y
INV.EL= 292.0'.
INV.EL= 292(Y INV. g h'y
a 9~a ~ ~ V
0
U
V
~ TEMPORARY STORAGE VOLUME PROVIDED ABOVE
~ ~
PERMANENT POOL = 7 72, 722 CU. FT.
h
SURFACE AREA PROVIDED AT EL. POLYPROPYLENE PLASTIC STEP
NOTTO SCALE h
FT.~'00' (PERMANENT POOL EL) = 8,540 SQ.
h SATE: ~a ~o-2ooT
Q DRAWDOWN TIME = 2.5 DAYS SCALE:
e~ a~awN: RSE/ZPN
CHECKED: mu
p
C3 Z) PROD. NO.:
N U\
~p SHEET:
p D2

emr
~,v
L
5 ~1=
I~.
~T+~E: ~G~~
a m
WET DETENT ION BASIN ELEVAT I RETAINING WALL CONTROL
Z
~o
Z a
N rr W
VaI
W
W
a
a
0
Z
T ROL STRUCTURE RET A II U II UG W AFL ° ° o ~ ~
(TOP EL. VARIABLE) FOREBAY ~T OP ELo=VARIABLE) ~ " ~zo,~
c j W •y X ~ ~
N ~ a~m~ j O
u. ~ ~
BOTTOM EL.= 287.0' 4 CLASS B RIP RAP a~
R ELo = 298°5' ~ W
ACCESS.
~ 0' BENCN BEI UCN ~ ~ ~
(VEGETATED
300.0' ~ ~ yP ~ 30000' ~ z a N H ~ cn
FOREBAY EMBANKMENT EL.= 295.0' ~T YPo~
ww 4
295.0' -OVERFLOW WEIR EL= 294.0' PERMANENT c ~ ~ WN ~ ~ VEIUT POOL ELa .29500 29500 ~ ~ ,
.z
a_
zw
Qw
BOTTOM EL.= 287.0'
~ ~
~
COMPACTED CLAY LIN (MIN.THICKNESS 2.0'J LINING
~ a
200' a ~ ~
~x~
~o
0
~ ~
A a
~ ~
~ N
E ~ ~
g
w~~
4~
~ ° ~
0
ti
DATE: 90-2007
€a
SCALE:
D~awN: RSE/ZPN
CHECKED: RET
Q PROJ. NO.:
N r R
l SHEET:
D3

CA~
.i
L i
5~`~r~4
~A''
f..~~G
WET DETEIVT IOIV BAS IlU COIUTROL (POIUD # ~ C~ ST Ao 33 50 LT o ST REE NOTE:
m
GENERAL NOTES
USE .CLASS "B " CONCRETE.
AFTER ALL DISTURBED AREAS ARE STABILIZED
.USE #4 BAR DOWELS AT 12 " O.C. t/'~ 0
AND SKIMMER IS REMOVED, REMOVE 6" PLUG PROVIDE STEPS SPACED 72 " ON CENTER. Z a
AND INSTALL 6 "~S - 90°INVERTED PVC ELBOW. INSTALL 0 ~ USE FORMS FOR CONSTRUCTION OF THE BOTTOM ~ N
SLAB. ~ ~
REMOVABLE PLUG ON 4 "QJ PVC DRAIN. FRAME & GRATE MUST CONFORM TO NCfX1T
FRAME & GRATE FRA (SEE DETAIU (SEE FRAME & GRATE STANDARD DRAWING 840,20. FOR W
ISEE DETAIL) ANCHORAGE OF FRAME, REFER TO NCDOT
STANDARD DRAW ING 840.25.
6'971 -30 DEG.
PVC ELBOW IF REINFORCED CONCRETE PIPE IS SET IN
. BOTTOM SLAB OF BOX,ADD TO SLAB AS SHOWN W
ON NCDOT STANDARD DRAW ING 840.00.
RIM EL= 295A' ~
RIM EL-295A' WHEN ALL DISTURBED AREAS DRAINING TO
POND ARE STABILIZED AND VEGETATED,
REMOVE :SKIMMER, PLUG 4 " PVC DRAIN .PIPE 0
AND INSTALL PERMANENT 6 " Q1 - 9O DEGREE Z
...INVERTED. ELBOW ON PVC ORIFICE PIPE. ~.o„,, a
ISEE DETAILI ° ° o ~ ~ z m ~ ~ O
N ~ ~ In U ~ oo Q ,a
2'-0 8 (7YPJ 8 " (TYPJ 3•-8 „ ~Z~~ W ~ ~ CAr ` v7 ~ ~ (W~
,t N x V m
v (~j L~~mu- ~ ~
v
W
6 Q1 PVC ~ ~
PIPE
m
STEPS (7YPJ i
(SEE DTL1
~z ~ ~ HH ~ ~
W"f~ PVC PIPE WW W
O \ ZW ~ ~
WH = ~
Z Z ~
FAIRCLOTH SKIMMER s" ORIFICE / ~\~~~j s" ORI 25 " SKIMMER w/ 2 " HEAD ~ / INV.EL- :1, W
6 ORIFICE. INV.EL= 290.0' o a
/ f8 " fd RC W
PIPET
~z
i~~i~~i~~i~ SEE NOTE
• _ ~i~~~~i~~~i
4'~ PVC
PIPE 12"
o i~
BOTTOM OF POND I-- ~ ~ a ~
EL-285A' FLEXIBLE HOSE 4''t71 PVC DRAIN q~~
INV.EL-2855' V
i~~i~~i~~i~ii~! ~ ~ ~
~~i ~i~~i~~%~ ~~i~ ~i~~~i i
r
. ~ ~
a COPOLVMERPOLYPROPYLENE
n q ~ R^ PLASTIC M.A INCUSTRIES MODEL (J ` 4 „ PSI-PF ORAPPROVED EQUAL.
•OUTLET.PIPE.
INV.EL- 283.5'
INV.EL- 2835' I~. STORM WATER CONTROL
91~"
TEMPORARY STORAGE VOLUME PROVIDED ABOVE TEMPORAf?Y EROSION & SEDIMENT CONTROL
Qr~
~ PERMANENT POOL = 7.527 AC.-FT. V
~ TEMPORARY STORAGE VOLUME REQ'D. (PER STORAGE VOLUME PROVIDED BELOW EL. 290.0'
Q
3 DWQJ = 0.3 74 AC.-FT. = 74,795 CU. FT. U
SURFACE AREA PROVIDED AT EL. SKIMMER DRAWDOWN TIME =2.7 DAYS POLYPROPYLENE PLASTIC STEP Q' N07TOSCALE Q
~ FT ~0' (PERMANENT POOL ELJ= 5,445 SQ. DATE: ~D- 90-2OD7
SCALE:
N SURFACE AREA REQ'D. (PER DWQ) = 4,996
SQ. FT. o~Aw~: RSE/ZPN
CHECKED: RET
~ DRAWDOWN TIME = 2.0 DAYS N PROD. NO.:
O SHEET:
O D4
P

xin
Ca
i`'y
C
~ 6F6
r~~°~~
r F; •t~~~
WET DETENT ION BASIN ELEVAT I (POND # 7 C~ STAe 33+50 LTo STRE coNrRO~
m
z
c~ o
Z a
® V
W
Q a
/
W
W
a
0
a
z
TROL STRUCTURE ~
m~~
~N~~ W 6,7 ~ CQ Q Q
A~~ESS FOREBAY
ACCESS a t„
BENCH BENCH y ° ~
~°~m~" ~ ~
BOTTOM EL.= 284.0' CLASS B RIP RAP i ~
RIM ELo = 29500 ~ w
90' BENCH ~ m
IVEGETATED~ JZ ~
H H
~ P•~ FOREBAY EMBANKMENT EL.= 290.0' ~T YPo~
W W W ~ ~ ~ ~
OVERFLOW WEIR EL 289.0' PERMANENT = W H Z C9 VENT PDOL ELo 29000. ~ ~ z ,
1, W 4 e
O p
Q lu
BOTTOM EL. 285.0'
~r`
1 ~
~
COMPACTED CLAY LIN (MIN.THICKNESS 2.0') LINING
~ ~ ~ o
2oQ) ~ ~
~ ~
{ x
~ ~
x~ ~ o
~a
~ ~
m
A ~
~ ~
~ W
g
~ ~
W
o ~
g
~ z~
°e
~
'a
0
g~ DATE: 90-10-2007
SCALE:
a~AwN: RSE/ZPN
CHECKED: R~
op N PROJ. NO.:
V~
SHEET: D5
..p
-

CAR
~oQ~. iy ~
E
WET DETEIUT IOIV BAS IlU COIUTROL~ (POIV D #2 C~ ST Ao 54 ~ 50 ~T o ST BEE NOTE:
T''~ ~ G
m
GENERAL NDTES
USE CLASS "B „ CONCRETE.
AFTER ALL DISTURBED AREAS ARE STABILIZED Z
USE ~'4 BAR .DOWELS AT 12 " O.C. p
AND SKIMMER IS REMOVED, REMOVE 4 " PLUG PROVIDE STEPS SPACED 12 " ON CENTER. Z a
.USE FORMS FOR CONSTRUCTION OF THE BOTTOM ~ cUn
AND INSTALL 4 "Q~ - 90°INVERTED PVC ELBOW. INSTALL scAB. ~ a
REMOVABLE PLUG ON 4 PVC DRAIN. FRAME & GRATE MUST CONFQRM TO NCDOT
FRAME & GRATE FRA (SEE DEfA7U (SEE FRAME & GRATE. STANDARD DRAWING 840.20. FOR ~
fSEE DETAIU ANCHORAGE OF FRAME, REFER TO NCDOT
STANDARD DRAWING 840.25.
4'7d -9D DEG.
PVC EL80W IF REINFORCED CONCRETE PIPE IS SET IN
BOTTOM SLAB OF BOX,ADD TO SLAB AS SHOWN W
ON NCDOT STANDARD DRAWING 840.00. Q
RIM EL.= 264.0' ~
RIM EL'264A' WHEN ALL DISTURBED AREAS DRAINING TO
POND ARE STABILIZED AND VEGETATED,
REMOVE SKIMMER, PLUG 4" PVC DRAIN PIPE 0
AND INSTAi1. PERMANENT 4" ~ - 90 DEGREE Z
INVERTED ELBOW ON PVC ORIFICE PIPE. ~ .o ~ „ ~
fSEE DETAIL) ~ ° o ~ ~ _ r` ~ ~ ~
v'aVa'~o°~° ~
~zQ`°' W r
2'-0 " 8 " (IYPJ 8 " (TYPJ 3'-8 " c ~ W y x
v (~j
°~m'~ ~ ~
C ~ O
0
4,'(~PVC ~ ~ ~
PIPE. ~ m z
STEPS (TYPJ i
(SEE OTLJ JZ ~ ~
W"!~ PVC PIPE ~j~~ _ WW 4
F- Z W 1-i

? Z ~q~' ~
i „ ~ W
FAIRCLOTH SKIMMER a-~ ORIFICE 4" ORI 2 " SKIMMER w/ 2 " HEAD ~A~' /~~/~'~v~ 4 ..ORIFICE
NV.EL~ 260.0' 0 0
a W
~tEFr
//~~j~j j~vj~~~
~U
/jy/j~/j~~\~ SEE NOTE
//~~~j~j~~/
4 Pvc
PIPE 12" y
o ~
BOTTOM OF POND
EL- 256A' FLEXIBLE HOSE 4 "l~J PVC DRAIN 4 "
INV.EL- 2565' U V
j~/~ j~ j 0 1 ~a 4 ~y
~ o ~
i~r~i~i i ~i~ii ~ ~
COPOLYMER POLYPROPYLENE O
m ,8,. 1xp~f PLAS71CMA.INDUSiRIESM04EL 1V ~ RC PSI-PFORAPPROVEDEQUAL,
a" a" Dor g INV. EL- 2545' INV. STORM WATER CONTROL OUTLET PIPE 4 „
I NV, EL Q 254,5' ® ;fir
~ ~
9~,~"
N TEMPORARY STORAGE VOLUME PROVIDED ABOVE TEMPORARY EROSION & SEDIMENT CONTROL
1 Y" ~ 3~" ~ ~ ` V
~ PERMANENT PDOL = 0.865 AC.-FT. o
3 TEMPORARY STORAGE VOLUME REQ'D. (PER 54632 CU FT ME PROVIDED BELOW EL. 260.0'
DWQ) = 0.765 AC.-FT.
SURFACE AREA PROVIDED AT EL. SKIMMER DRAWDOWN TIME = 7.4 DAYS POLYPROPYLENE PLASTIC STEP ~ NOTTOSCALE
260.0' (PERMANENT POOL ELJ= 2,9 7 8 SQ.
g ~ FT. DATE: 1O- 90-2O~Z
SCALE:
SURFACE AREA REQ'D. IPER DWQ) = 2,9 70
SQ. FT. DRAwN: RSE/ZPN
CHECKED: RET
~ DRAWDOWN TIME = 202 DAYS < PROJ. NO.:
U
SHEET: D6
p

~ . .,.ley
L
56 ~ ~ e
E`'~
WET DET ENT ION BASIN ELEV AT I (POND #2 C~ STAo 54+50 LTo STRE CONTROL m
t
c~ o
Z
C~ u
,A W
Y..r?
W
W
Q
Z
~or.o z
TROL STRUCTURE ~ ~,~o~ ~ a
~n~~~ O v~ ~
A~~ESS FOREBAY ACCESS c~ ~ J ~
BENCH
BEIUCH ~ y X ~ m a~m'~- J ~ ~
BOTTOM EL.= 255.0' CLASS B RIP RAP ~ ~ ~ o
R.IM ELo = 26400 ~ w
m~ 7 0 BENCH
(VEGETATED ~ ~
JZ N H
~ ~ (T YPJ
~ YP•~ FOREBAY EMBANKMENT EL.= 260.0' W W 4 C9 =W ~
OVERFLOW WEIR EL.=259.0' PERMANENT V EIV T Pool ~~o = z~ooo~ W ~ z
,z
,W 4
O p
Q lu
BOTTOM EL. 256.0'
ir`
~ l
X ~~i ~
COMPACTED CLAY LIN (MIN.THICKNESS 2.0'J L ~N .~N~ ~
~ ~
p ~ ~
200 ~ ~ ~
~ v ~
~ ~
~ ~
~ o p
~
~ ~
0
A ~
~ ~
~ ~
g
a ~ ~
~ ~
W
4
8 ~ ~
3
Q
ti
DATE: 10- ~0-2007
E~
SCALE:
~~,wN; RSEIZPN
a n CHECKED: RET
Op PROJ. NO.:
N v~
~p ti~ SHEET: D7
i7
q

~ R .o Q~~' !y
.9
1~6 =
1" ;'k
~A'
F.
WET DET ElV T IOIU BAS I lU CDIV T R0~ (POIUD #3 C~ ST Ao ~ 3 ~ 50 STREET NOTE:
m
GENERAL NOTES
USE CLASS "B " CONCRETE.
AFTER ALL DISTURBED AREAS ARE STABILIZED USE #4 BAR DOWELS AT 12" O.C, ~ 0
AND SKIMMER IS REMOVED, REMOVE 4" PLUG PROVIDE STEPS SPACED 12 " ON CENTER. Z
USE FORMS FOR CONSTRUCTION OF THE BOTTOM V v1
AND INSTALL 4 "f~ - 90°INVERTED PVC ELBOW. INSTALL
~ u
REMOVABLE PLUG ON 4 "QJ PVC DRAIN. FRAME & GRATE MUST CONFORM TO NCDOT
FRAME & GRATE FRA (SEE DETAIU fSEE FRAME & GRATE STANDARD DRAWING 84020. FOR W
(SEE DETAIL) ANCHORAGE OF FRAME, REFER TO NCDOT
STANDARD DRAWING 84025.
4'97J -90 DEG.
PVC ELBOW IF REINFORCED CONCRETE PIPE IS SET IN
BOTTOM SLAB OF BOX,ADD TO .SLAB AS SHOWN F
ON NCDOT STANDARD DRAWING 840.00. Q
RIM EL= 266.0' ~
RIM EL- 266A' WHEN ALL DISTURBED AREAS DRAINING TO
POND ARE STABILIZED AND VEGETATED,
REMOVE SKIMMER, PLUG 4 " PVC DRAIN PIPE 0
AND INSTALL. PERMANENT 4 " ~ - 90 DEGREE Z
INVERTED EL80W ON PVC ORIFICE PIPE. ~r .o„ h a
(SEE DETAIL) ° $ o ~ ~ ~ a,~0~ ~ O
`nUD~oD~° ~
W W
2'-0 " 8 " (TYPJ 8 " (TYPJ 3'-8 " c ~ j M~ .~L tJf X ~ W
6 ~c~m"- ~ O
c ~ O
° ~
4"PVC ~ ~ ~
PIPE
m o
STEPS (TYPJ i ~
(SEE DTLJ ~z ~ ~
NH ~ ~
WW
w ~ ~G PIPE
I- Z W H
/~~~j
~ ~
W ~ ~
FAIRCLOTH SKIMMER 4~~ ORIFICE j~~j~~~j~ a" oRr 2 " SKIMMER w/ 2 " HEAD j~~~v~ INV.EL- 4" ORIFICE INV.EL= 263.0' 0 4
a W
y
~ ~~~\~~\\,~j~/\// PIPE T
SEE NOTE
4'97 PVC
PIPE 12" y
^y o ~
BOTTOM OF POND I 1 ~ ~ aj
EL-260A' FLEXIBLE HOSE 4"tJ PVC DRAIN 4"
INV.EL- 2565'
/fir/~jr~j/fir/fir o o Q~+
FLOW j/~ / r~\r~\r~\r~\r 9,~w ~
r~ri~ri~ri~r o 1~ o ~ r~~r~~r i ~ c ~
~ r~ri ~ ~
~
a COPOIYMERPOLYPROPYLENE
m 18„ 18 ~ 4 PLASTID M.A. INDUSTRIES MODEL PSI-PF ORAPPROVED EQUAL.
8 " 8 " OUT g INV.EL= 258.5' Imo. a STORM WATER CONTROL OUTLET PIPE
INV.EL=:258.5'
0 .a
~ TEMPORARY STORAGE VOLUME PROVIDED ABOVE TEMPORARY EROSION & SEDIMENT CONTROL R 1'~ ~ 3~" ~ ~ ` ` ]
~ PERMANENT POOL = 0.580 AC.-FT. V O
~ TEMPORARY STORAGE VOLUME REQ'D. (PER STORAGE VOLUME PROVIDED BELOW EL.263.0'
0
~ DWQ) = 0.7 79 AC.-FT. = 6,925 CU. FT. ti
~ ~ ~
P0LYPR4PYLENE PLASTIC STEP ~ Q+
SURFACE AREA PROVIDED AT EL. SKIMMER DRAWDOWN TIME =2 DAYS NOTTOSCALE Q
263.0' (PERMANENT POOL ELJ= 3,528 SQ.
g a FT. DATE: ~o- ~o-zoos
SCALE:
~ Q SURFACE AREA REQ'D. (PER DWQ) = 2,6 74
E ~ SQ. FT. DRAWN: RSE/ZPN
CHECKED: RrT
~ DRAWDOWN TIME = 2 DAYS PROJ. NO.:
U N
ti O SHEET: D8
Q O

ux~
CAR
~ ~ .~y
r°~
WET DET ENT ION BASIN ELEV AT I (POND #3 C~ ST Ao 7 3 +50 STREET
m
Z
~ ~
® V
f®~~ W
V~ ~
~W/ LG
W
a
0
0
z
CONTROL TROZ STRICTURE ~ ~ o
cnN~~ O
U~ q
A~~ESS FOREBAY
ACCESS rn ~ ~
BENCN BENCH x ~ y x ~ m
~~m~ ~ ~
BOTTOM EL.= 259.0' 4.0' CLASS B RIP RAP / c
R.~M Edo = 26600 ~ w
m o- 9 0' BENCH ~ ~ ~
l V EGET AT EDP JZ Z
H H ~
~ YP•~ FOREBAY EMBANKMENT EL= 263.0' ~T YPo) ww o
= w
~ WH =
OVERFLOW WEIR EL. 262.0' PERMANENT VENT POOL ELo = 26300 ~ ~ z ,
,W
00
QW
BOTTOM EL.= 260.0'
/r\ p
~ ~
~~i ~
COMPACTED CLAY LIN (MINJHICKNESS 2.0') LINING ~ ~
~ c
200' ® ~ ~
~ ~
~ 0 0
~ ty
~ ~
A ~
~ ~
~ W
g ~
~ ~ ~
w
g
~
a
0
DATE: ~~-2007

i SCAIE:
DRAWN: RSE/ZPN
v' CHECKED: RET
Op PROJ. NO.:
N V\
~p SHEET: nn
..p V9
4

~xru,
FLEXIBLE SEAL ~ARQ
MIN.10 LF DIP WATER MAIN .y
CENTERED ON MANHOLE.. L
NOTES: 5' DIA. PRECAST
1. WATER MAIN SHALL BE ~ WiTHFLATTOP HOLE ~r''•......"..~~~~
DUCTILE IRON PIPE 10 F. 4narmrlu
LF CENTERED ACROSS
MANHOLE. 2. CONTRACTOR TO COAT HYDRANT BONNET AND NOZZLE CAPS
PAVEMENT OR INSTALL WATER MAIN W/ "ALERT" REFLECTIVE FIRE HYDRANT PAINT m
FINISHED GRADE AT DEPTH. REQUIRED SILVER MODEL#1440
sEEVALVESOx " TO FACILITATE
TAMPED BACKFILL INSTALLATION 4 MIN, INSTALLATION OF AIR PAVEMENT OR
FINISHED GRADE " VALVE RELEASE MANHOLE AT 516 TYPE 304 STAINLESS STEEL HIGH POINT OF LINE. PUMPING ~ HOSE CONNECTIONS EQUAL TO COUNTY STANDARD
THREADED RODS MIN. 4 EA. BOX BREAK RING TO BE SET WITHIN 2"-4"
( ) TAMPED BACKFILL THREADED COUPLING PLAN PLAN FINISHED GRADE OF FINISHED GRADE
2".BRASS NIPPLE . 2 GV VALVE BOX Z
SEE VALVE BOX GATE VALVE TO BE SAME INSTALLATION 4"MIN. ~ ~ D.I. PIPE " 5' DIA, PRECAST
DIAMETERAS MAIN LINE G CONCRETE MANHOLE , , CONCRETE BLOCKIN ' _ ' LOCKABLE 24"RING & COVER III I I I I- I (-I ~I I ~I I HYDRANT TEE y ? O NCDOT TRAFFIC RATED W11"DRILLED VENT HOLE { H
2"BRASS NIPPLE MIN. 113 C.Y. AT 3000 P.S.I. WITH FLAT TOP VALVE CONCRETE THRUST USE STAINLESS STEEL HEXHEAD BOLTS I I-I I I I- I I-I I -I I I~ WATERLINE SIZE VARIES Z
B (MIN. 6" IN LENGTH) TAMPED BACKFILL OX ' COLLAR .FLUSH WITH FINISHED GRADE BURYAS I I-I ~ I_ I! I i' ~ 5EE PLANS ~ V SPECIFIED
TAMPED THREADED COUPLING BACKFILL M.J. CAPWI FINISHED GRADE
2"THREADED BRASS PIPE 2"THREADED TAP - - - . + 5' MIN. 2"BRASS PIPE I - - - _ _ _ _ CONCRETE THRUST BLOCK ~
' ' D I PIPE ~ CONCRETE $LOCKING (MIN. 12° IN LENGTH) - _ - NOTE: °
MIN. 1/3 C.Y.AT 3000 P.S.I. ~ I'- I-~ I . - III- 1. MIN. OF 4 CU. FT. STONE CONCRETE THRUST BLOCK
. PAY ITEM " _ INCLUDESALL ITEMS 12"MIN. MANHOLE STEPS SHALL BE (MORE IF REQ'D). PLACED 16" O.C. WHEN 2. CONC. THRUST BLOCK GATE VALVE W
5t8 TYPE 304 STAINLESS STE DEPTH OF MANHOLE EXCEEDS 5'. TO HAVE MIN. OF 6 SQ. VALVE SHALL BE PLACED ON THE
CONCRETE THRUST THREADED RODS (MIN. 4 EA.) 5' MIN. COLLAR 2" THREADED BRASS FT. BEARING ON SOLID X67 STONE FILL WATER MAIN SIDE OF ROAD DITCH BANK (MORE IF REQ'D.). (4 C.F. MIN.)
" PIPE (12" IN LENGTH} MJ CAPW12 TAP T BL W" FF A E PERMAN N 5 MIN. "TYPE 304 S.S. THREADED RODS
24" MAX. 3. DRAIN HOLE5 AND HYDRANT LEG TO DIP MIN. 2 EA. PER SEGMENT
PAY ITEM NOT TO SCALE INCLUDES ALL ITEMS EXCEPT 2" AIR VACUUMlPRESSURE RELEASE FLANGES SHALL BE OR VALVE (SHORT BODY) CLEAR OF CONC, pAY fTEM "Aqua-Grip" RINGS OR ROMAC
MAIN LINE VALVE 4. FIRE HYDRANT BARREL FIRE HYDRANTASSEMBLY INCLUDES GRIP RINGS MAYBE USED AT SHALL BE PLUMB. ALL ITEMS EXCEPT MAIN LINE TEE JOINTS IN LIEU OF THREADED RODS
2"ISOLATION VALVEAND INLET PIPING SHA1J_ BE
NOT TO SCALE St:H4°SS3~6 FIRE HYDRANTASSEMBLY o
TAPPING SADDLE
NOT TO SCALE Z
M ~~or.~ Z MIN. 12" #57 STONE ~0 p ~O ~ ~ ~
SECTION =CTION ~ N U Q
~Za`~ W~' c asp j W
STANDARD AIR REI AIR RELEASE ~ N
MANN LE FOR WATI Q ~R WATER MAIN ° ~m ° ° ~
NOT TO SCALE 'TO SCALE
p ~ V
Name Date Name Date Name Date Name Date ~ ~ ~ V
Drawn By: PAGE Drawn By: PAGE Drawn By: Checked By: JOHNSTON COUNTY WATER Checked By: JOHNSTON COUNTY WATER Checked By: JOHNSTON COUNTY PAGE Drawn By: PAGE ~ ~ WATER Checked By: JOHNSTON COUNTY WATER
roved n ertmentofPutdicuuiiees STANDARD DETAIL vedB: De rtrnentofPublicuuiiti~ STANDARD DETAIL rovedB: bepartmentofPubticUiilities ~ ~ 2 STANDARD DETAIL STANDARD DETAIL al ~ roved B : Department of Publb U8lities 4, °
scale: Po. Box2263 Temporary Blow Off sale: Po. eox 2263 Permanent Blow Off scale, Po. Box 22ti3 Air VacuumlPressure scale, po.9ox2263 Fire Hydrant I
Smithfield, NC 27577 ASSembl Of 47 Smithfield, NC 27577 Assembly Of 47 Smithfield, NC 27577 Y Release ValveirrManho?e of47 smnn>iela,NC z~sn Assembly of47 J 2 I Rev. Desai lion Date loft. --I Z tJi
Rev. Descri tion Date Inlt Rev. Descri tion Date Init Rev. Desai tion Date Init H H
NOTES: W W (a ~
L CONCRETE SHALL BE 3,000 PSI MIN. ~ Z ~ V)
2. CONCRETE FOR THRUST BLOCKING SHALL
BE KEPT FAIRLY DRY, THUS MAKING THE ~ W H ~ ~ CONCRETE WEDGE SHAPE MORE EASILY ~ ` Z 2Z
FORMED WITH THE WIDEST PART T d
CONCRETE THRUST BLOCK (BLOCKINGAREA)AGAINSTUNDISTURBED ~ " W Z SOIL. ' ~
AT 45° BEND. 3. NO CONCRETE SHALL COVER ANY BOLTS aD SEE THRUST BLOCK DETAIL ro Z d
a' " FOR DIMENSIONS OF BLOCK. OR GLANDS, 10 4. ALL FITTING AND ACCESSORIES TO BE
FASTEN BRIDLE RODS TO FITTING ~ S.S. BRIDLE RODS SHALL BE WRAPPED WITH 10 MIL POLYETHYLENE X4~ ~ Q ttJ
FLANGE USING s/° TURNED EYE BOLTS. WELDED TO THE ENCASEMENT PIPE, a WELDAREAS SHALL REPAINTED WITH 2 COATS OF BITUMINOUS BASE PAINT. PRIOR TO POURING BLOCKING. 5. VOLUME OF THRUST BLOCKING SHALL BE °
NEOPRENE OR NYLON SPACERS 10~ AS SHOWN ON THE THRUST BLOCKING 0.
SCHEDULE. ~ ~ to > NOTE:
CONCRETE BLOCKING ND W TH ENCLOSE E S ALL PIPE SEGMENTS LESS THAN 6" • ~ O
BRICK MASONRY 8 GROUT S.S. THREADED RODS ( 10' SHALL REQUIRE RODDING. _ . MIN. , ~
CONCRETE THRUST BLOCK q - AT 90° BEND. q TIE= i MM
EXIST, WATER MAIN • ~ ' i SEE THRUST BLOCK DETAIL
. FOR DIMENSIONS OF BLOCK
ROD REQUIREMENTS QUIREMENTS X~ "~i
~ SIZE OF 45° BEND STATICTHRUST IN POUNDS NUI ' IN POUNDS NUMBER OF RODS REQUIRED UNDISTURBED ~ ~ " a
~ _ i- } SOIL(TYP.) ~ij
-I _ " r
1- 6" 4,328 TAPPING SLEEVE --I ~ - ?B 2 PLAN BENDS PLAN TEES L'"~1
~ t_ PLAN 8" 1,~ 14 2 M ~j
TAPPING VALVE NEOPRENE OR NYLON SPACERS 12" 17,312... 312 2 18'MIN.•10"P1&LESS 24"MIN. -12" D & GREATER 1$"
WITH VALVE BOX NOTES: 16" 30,779 rTg q 45~ MIN. ~ o
NEW WATER MAIN 1. NEOPRENE OR NYLON SPACERS SHALL BE
USED IN LIEU OF TIMBER SKIDS. 120' 120° 20" 48,091 2. TWO SPACERS PER JOINT SHALL BE USED )91 S ~ _ m
FOR D.LP. CARRIER PIPE AND THREE 24" 69,252 CARRIER PIPE >52 8 ' ~ o vdi
SPACERS PER JOINT SHALL BE USED FOR m , -
PVC CARRIER PIPE.
N T SCALE 3. ENCASED BORES ALONG GRAVITY ° OT o I 120. GENERAL NOTES
COLLECTION SYSTEMS SHALL NOT REQU RE STEEL ENCASEMENT PIPE BRIDLE RODS. 1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 S 304 OR TYPE 316 STAINLESS STEEL.
NOTE: TAPPING SLEEVE SHALL BE FABRICATED " SECTION 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS pF ~ LTS OR ENDS pF MECHANICAL JOINT BENDS. SECTION X-X PLAN 8~ ELEV, BENDS &TEES PLUGS
OF TYPE 304 S.S. AND PROVIDE A 360° 4.2 EA. ~ S.S. BRIDLE RODS SHALL BE REQUIRED ON ALL LINES S"P1 AND SMALLER. SEAL AROUND EXISTING PIPE WTfH FULL ,
4 EA. ~ S.S. BRIDLE RODS SHALL BE CIRCUMFERENTIAL GASKET. REQUIRED ONALL LINESIO"Q~AND LARGER. p PIPE 80° BEND 45' BEND 221/1° BEND 11 lld° BEND TEE PLUG c SIZE A 8 A B A 8 A B A B C D ti
4' 8' 12' 8' B' 8' g 8" 6" 8" B' ,D' 18'
5. CARRIER PIPE SHALL BE INSTALLED USING 'FIELD LOK' GASKETS OR APPROVED EQUAL.
BEND R~DDLNG ~ ,D. i2" e. a" a" a' ,r ,e" ~ e• ,a" ,a' ,o" ,a e' e" a' s' ,o" ,r ,r za•
CKING DETAIL ,D• ,e" ,a' ,a' ,r ~ ,a" s' ,a' ,a' 2S ~i 12' 20" ,6' tr ,a' 6' 1r 8' it ,4' ,6' ,6' 3D' ~
NOT TO SCALE NOT TO SCALE OT TO SCALE ,4' 2r ,a" ,a~ ,s" ,a' ,4' ,o' ,a' ,s' ,a' ,e• aa'
C Os 16" 28" 2a" ,s' 18" ,r i6' it 18' 19' 20" ZD' 38'
20' 38" 2a' 24" iB" ,a' ,a' 1r a' 19° ,a' 21' 49" ~ ,1
V) J 2A' 48" 33' aa' 21' ,a' 18' 1a" 11" 21' 21' 28' S6' O
ti Q
THRUST BLOCK DETAIL ~
L NOT TO SCALE
~ Name Date Name Date Name Date Drawn B : Drewn By: Name Date """r,~~~lll
Drawn B : y ~ y WATER PAGE B , WATER PAGE. Checked B ~ Checked By: JOHNSTON COUNTY Checked JOHNSTON COUNTY STANDARD DETAIL Y JOHNSTON COUNTY WATER Drawr, By, ~
y rovedB. Department ofPubllcUdlities $TANDARDDETAIL roved neparlmentofPublicU8lides A roved8: nepartmentofpubllcUUli6es 5 6 .STANDARD DETAIL PAGE chatted By. JoHNSroN couNTY WATER PAGE A roved B : DBpa,trnant of FumID uti~itles STANDARD DETAIL DATE: 7 8 90-10-2Q07
sale: Ro. Box 2263 Tapping Sleeve and scale, a.o. eox 2263 Standard Bore sale:... p.o. eox 2za~ ~ smitl~fietd, Nc 27577 Encasement smiu,f~la, NC 27577 Smiihfield, Nc 27577 Valve Assembly of 47 of 47 Critical Bend Rodding scale: eo. Bmr2zss and Blocking Details of 47 smlmt>ela, Nc 2~sn Thrust Block of 47 ~/T
Rev Destxi Gon Date Init. Rev Desai tion Date snit ~ Rav. Desch 'on Date Init. Rev. Descri lion Date Init. SCALE' !Y ! S
r DRAWN: RSE/ZPN

UltUtu: K~ i
Op N
v DRAW INC. UT ILITY CONSTRUCT ION SHOULD BE IN ACCORDANCE PROJ. NO.: DRAWINGS ARE REFERENCED FROM
tiO JOHN.c JOHNSTON COUNTY STANDARDS TO JOHNSTON COUNTY STANDARDS AND REGULATIONS SHEET:
„p ®1o

"
DRAWINGS ARE REFERENCED FROM
JOHNSTON COUNTY STANDARDS
L!
101
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DATE: 10-10-2007
SCALE: NTS
DRAWN: RSE/ZPN
CHECKED: RET
UTILITY CONSTRUCTION SHOULD BE IN ACCORDANCE PROJ. NO.:
TO JOHNSTON COUNTY STANDARDS AND REGULATIONS SHEET: D11
18" MIN.
'
III-III--III-III-III- CLEARANCE
—�— —�
#3 REBAR 1U"
2 EA. r.. -2"
PROPOSED WATER MAIN
° I I 4"
FINISHED GRADE
EXISTING STORM SEWER
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
•I I �� ; + 2"
VALVE BOX COVER
FINISHED GRADE 7V MIN.
24"
IN PAVED AREA 11,¢" 1" FINISHED GRADE
IN UNPAVED AREA
NOTE:
PROPOSED
WATER MAIN THRUST COLLAR
WATER LINE SHALL BE DUCTILE IRON PIPE
AT ALL AREAS WHERE MIN 12" CLEARANCE
-
-_- 21 -0 -
BASE COURSE -
18" MIN.
BLOCKING
BLOCKING
CANNOT BE MAINTAINED. INSTALLAT LEAST
6" MII - -
CONCRETE
�" S.S. THREADED RODS
ONE JOINT CENTERED OVER STORM DRAIN.
_ __ __ _
_ - ENCASEMENT
_ — AT 3,000 RS.L a ° 44 ° a,
TAMPED BACKFILL _
_- d
BEND 45° BEND
VALVE BOX45
2-0" e4° a e0TAMPED
A " °a °THRUST
°
COLLAR
1 EA. JOINT OF DUCTILE IRON
STORM PIPE O.D. + 3'
WATER MAINBACKFILL
VE "PIPE
Ik
PROTECTOR RING SHALL BE
CENTERED UNDER STORM
a as e e o A VALVE BOX
3,000 P.S.I. CONCRETE.
DRAIN . PIPE SHALL BE BEDDED
COVER
BACKFILLED TO 6"ABOVE PIPE
PROPOSED WATER MAIN EXISTING STORM PIPETAMPED
IN WASHED STONE.
1 EA. JOINT OF DUCTILE
BACKFILLLOCKING CONCRETE ENCASEMENT
IRON PIPE CENTERED
SECTION PLAN AT 3,000 P.S.I.
('�
RM RA
STORMp /{ D p /i I N
UNDER STORM DRAIN
IF TOP OF PIPE IS
TES:
CONCRETE PROTECTOR RING
WITHIN 3 FEET OF
1. D.I.P. MAY BE USED FOR
1.
'�
PIPE GROSSING DETAIL
BOTTOM OF STORM PIPE. 18" MIN
VALVE BOX EXTENSIONS.
NOT TO SCALE
NOT TO SCALE
CLEARANCE
2 CONTACT WATERVALVE BOX LMAINT
OR VALVE.
3. CONCRETE PROTECTOR
RING MAY BE USED IN
LIEU OF ENCASEMENT IN
UNPAVED AREAS.
NO. 57 WASHED STONE
VALVE AND VALVE BOX INSTALLATION
STORM SEWER CROSSING DETAILS
NOT T°SCALE
NOT TO SCALE
Name Date
PAGE
Name Date
STANDARD
PAGE
Name Date
"
WATER
PAGE
Name Date
PAGE
Drawn By:
Drawn By --
Drawn B Y�
Drawn By:
Y: --
Checked By:
JOHNSTON COUNTY
Department of Public Utillties
P.O. Box 2263
NO 27577
WATER
STANDARD DETAIL
Storm Pipe Crossing
'''�
Checked By:
JOHNSTON COUNTY
Department of Public U 11ftles
P.O. Box 2263
Smithfield, NO 27577
WATER DETAIL
Storm Sewer
12
Checked By:
JOHNSTON COUNTY
Departinent of Public utilities
P.O. Box 2263
Smithfield, NO 27577
STANDARD DETAIL
Valve and Valve
BOX Installation
13
BY
JOHNSTON COUNTY
Department of Public Mites
P.O. Box 2263
Smithfield, NO 27577
WATER
STANDARD DETAIL
Concrete Protector Ring
14
Approved BY:
roved B .
roved B :
roved B :
Scale:
Scale:
Scale:
Smithfield,
Of 47
Crossing
9
of 47
nDe
I
of 47
of 47
Rev. Descri tion Date snit.
Rev. Description Date Inst.
sai tion I Date Ilnit.
tion I Date
Init.
LID SHALL BE LABELED "WATER METER" AND
SHALL BE "AMR" TYPE WITH METAL FLIP -UP LID AND 2" HOLE
FINISHED GRADE
RNV
FORD VBH77-15B X 10 12" MINIMUM
YOKE FOR METER SEPARATION RPZ
—'' METER (US GAL.)I I —
WATER SERVICE FROM
WATERMAIN
WATER SERVICE
r-^� ( '
%" X �" 7" MIN. I—
�_
NOTE:
13" MIN. CLEARANCE
ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. ALL TAPS LARGER THAN 2"
SHALL BE MADE WITH TAPPING SLEEVE AND VALVE. NO DIRECT TAPS SHALL BE MADE.
MIN, 4"WASHED STONE
NOTE: PIPE SHALL BE BEDDED UP TO
TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR "CC"
20" MIN LOCK TYPE
SPRING LINE AND MINIMUM 4" BELOW
THREADS WITH DOUBLE STRAPS, FORD S-90, MUELLER
METER STOP ANGLE
PLAN
BOTTOM OF PIPE WHEN WET AREAS ARE
BR2B OR APPROVED EQUAL.
CL4 CHECK VALV BLOCK SUPPORT OR
ENCOUNTERED.
TAPPING SLEEVE SHALL BE BRASS OR
STONE AS NEEDED
INSULATED ENCLOSURE "HOT BOX%
HAND PLACED
DENSELY COMPACTED
BRONZE FOR "CC" THREADS, FORD S -7Q
7"
"HYDROCOWC, OR EQUAL. ENCLOSURE
SHALL HAVEAHINGED, LOCKABLE LIDAND
BACKFILL TO 1 FT. _ _ _ _ _ _
MUELLER H-134, JCM 403 OR APPROVED
%" OR 1" CLASS 200
MINIMUM CLEARANCE EACH END &EAC
ABOVE TOP OF PIPE
EQUAL FOR SDR -21 PVC.
POLYETHYLENE WATER
RPZ BACKFLOW H BL
TER BY SIDE OF THE RPZASSEMBLY.UNDISTURBED
-
FIRTH
SERVICE LINEFEBco-RPZMODELszSYA
DEL 825
FLANGED couPUNG ADAPTER
ELECTRONIC MARKER BALLS AT 100' ON
WIDE BODY OR
CENTER &AT BENDS. MARKER BALLS SHALL
STRAP SADDLEBEDDED
PIPE BE INSTALLED AT 1 112 TO 2'DEEP.
SUPPORT (DOUBLE
FORD VBH77-15B x 10 UD WITH HINGEDSUPPORT (rYP)
NOTE: MARKER BALLS SHALL BEINSTALLED
14112
FINISHED GRADE
YOKE FOR METER WITH °TOUCH READ`LID = 1-1/2"PVC DRAIN
DouetE CHECK vAtvE
CONCURRENTLY WITH PIPE.
SHAPED SUBGRADE
MARKER BALLS SHALL NOT BE INSTALLED
CLASS 200
POLYETHYLENE
METER YOKE SHALL BE COPPERSETTER_
NTO DAYLIGHT
SHALL PROVIDE BEARING
AFTER TRENCH HAS BEEN COMPLETELY
MUELLER NO. H-1404-2,
_NATURALGROUND
�—)FORD
ENTRE LENGTH
BACKFILLED:
NO. VH-72-7WALONG
I1 !
AN6LE CHECK iOF � � � i � � �
PIPE BARREL
CORPORATION STOP SHALL BE
YOKE COMPLETE WITH
OR APPROVED EQUAL FOR CORP. STOP
VAIN—METER �
III c I
PIPE O.D.
BRONZE WITH "CC" THREADS,
DUAL PURPOSE FITTINGS
%" SERVICE
CONCRETE METER BOX,
2
24" + O.D. MAX,
MUELLER B-25000, FORD FB600,
BEXTENs ori ae H wmi 12"
o
12" + 0 ­ MIN.
JCM 403 OR APPROVED EQUAL
WATER MAIN
BLOCK SUPPORT oR
WATER SERVICE FROM
SroHE aS NEEDED WATER SERVICE
NOTE:
WATERMAIN
WATER MAINS WO AND SMALLER SHALL
HAVE MINIMUM OF X COVER. WATER
BEND 90° BEND
\7c±wPOLYETHELYNE
MAINS LARGER THAN 8"0 SHALL HAVE A
MINIMUM OF 3'-6" COVER.
NOTE:
2" CLASS 200 POLYETHELYNE
SERVICE LINE DUPLEX OUTLET SHALL
DUCTILE PIPE P.V.C. PIPE
1. CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA ONLY.
SERVICE LINE BE PROVIDED FOR POWER
IRON
(CLASS 50 CEMENT LINED) {CLASS 200)
2. PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200, OR
BYPASS VALVE TO HEAT BOX
#57WASHED STONE
APPROVED EQUAL
4" CONCRETE SLAB.
PIPE LAYING CONDITION
NOTE: ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN.
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
TO PVC
CLIIGHTIN SECTION MIN. 0" WIDER THAN BOX
ON ALL sloes
4. METER YOKE TO MUELLER No. H-1404-2, FORD No. VH -72-7W OR
NOT TO SCALE
APPROVED EQUAL.
STANDARD
STANDARD WATER TAP DETAIL
5. METER TO MEET AWWA C-700-71 STDS. AND SPECS.
l
NOT TTOISCALE l� /�
11/2 "
and 2" WATER SERVICE W/ RPZ & B FP
NOT TO SCALE
3/4" & 1" WATER METER SERVICE DETAIL
NOT TO SCALE
Name Date
WATER
PAGE
Name Date
PAGE
Name Date
WATER
PAGE
Name Date
WATER
PAGE
Drawn By:
Drawn By:
Drawn By:
Drawn By:
Checked By:
JOHNSTON COUNTY
STANDARD DETAIL
Checked By:
JOHNSTON COUNTY
WATER
Checked By:
JOHNSTON COUNTY
STANDARD DETAIL
Checked By:
JOHNSTON COUNTY
STANDARD DETAIL
A B
Approved :
Department of Public Utilities
P.O. Box 2263
Smithfield, NO 27577
Pipe Laying
1
roved B
Department of Public Utilities
P.O. Box 2263
Smithfield, NO 27577
STANDARD DETAIL
Standard Water Tap
1
roved B '
Department of Public Utilities
P.O. Box 2263
Smithfield, NO 27577
" and 1"
2a
v
roved :
Department of Public Utilities
P.O. Box 2263
Smithfield, NO 27577
1 %" and 2" Meter 8�
21
Scale:
Scale:
Scale:
Condition
Of 47
of 47
Water Meter Service
of 47
Backflow Assembly
of 47
scri tion Date snit.
Rev. Description Date Ina.
Rev. Description Date Init.
Rev. Desch tion I Date
11nit.
DRAWINGS ARE REFERENCED FROM
JOHNSTON COUNTY STANDARDS
L!
101
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DATE: 10-10-2007
SCALE: NTS
DRAWN: RSE/ZPN
CHECKED: RET
UTILITY CONSTRUCTION SHOULD BE IN ACCORDANCE PROJ. NO.:
TO JOHNSTON COUNTY STANDARDS AND REGULATIONS SHEET: D11

wa
caR
USE MIN. 4 EA. 318"ANCHOR USE MIN, 4 EA, 318"ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE BOLTS TO SECURE FRAME TO MANHOLE Q~~`'" NOTE: D: ''.'y
INNON-TRAFFIC AREAS OR RAISED MANHOLES INNON-TRAFFIC AREAS OR RAISED MANHOLES 1. PIPE SIZE FOR DROP TO EOUAL INFLOW SEWER PIPE SIZE. 2 5
2. FITTINGS FOR DROPS SHALL BE C-900 OR
SCHEDULE 80 PVC. O' ~ 3. SAW-CUT OR DRILLALL HOLES FOR PIPEAND , w
Q 0 d?d d?~ BOLTS. G~"
STANDARD MANHOLE ? ? ? ? ? ? ? ? ? ? RING AND COVER ~RD MANHOLE 4. DROP-MANHOLE MANDATORYWHEN ,•,•F. T~ ID COVER DIFFERENTIAL BETWEEN INVERTS IS iexn
Q?????0 0????0~ GREATERTHAN 30".
????p?? USE 4 EA. ~"ANCHOR BOLTS
a?a??no v?????o usi TO TO BOLT FRAME TO SPACER,
8^ USI USE ROPE MASTIC SEAL STANDARD MANHOLE m
STD. MANHOLE ~ ~ ~ 57D• MANHOLE ~ ? 1"x1"x1"LUG REQUIRED (IYP.) gE• 8" MAX. FOR SPACER BETWEEN FRAME AND SPACER. RING $ COVER
RING & COVER RING & COVER LABELED ? ? LABELED ? ?
"SANITARY SEWER" "SANITARY SEWER° °
4 EA. S.S. HEXHEAD BOLTS REQUIRED.
FOR LOCKDOWN 2'-0", 3'-0" MANHO MANHOLE STEPS ° STANDARD PRECAST MANHOLE
OR 4'-0" d 16" O.C. FRAME & COVER FRAME & COVER ECCENTRIG ` 16" O.C.
TAPER UNIT ° °
d . ° v~ o
JOINTS SI WITH A Rl JOINTS SHALL BE SEALED WITH A RUBBER 0-RING MANHOLE STEPS ° ° t1„
d GASKET( GASKETOR ROPE MASTIC SEAL. 5'-0" MIN. DIA. ° ~
23.5" 23.5" ' CEMEN' CEMENT GROUTALL JOINTS ® U
2" 2" INSIDEI 1" 1" d ~ N INSIDEANDOUT ~ W
RISER UNIT ° TEE ° RUBBER B00T 0 ° LUG
COVER COVER 5" d' DIA. MIN. 5" OR CAP 5" °°a
FINISHED GRADE USE MIN. 4 EA. 318"ANCHOR FINISHED GRADE USE MINA EA. 31$"ANCHOR 1/"x 2" S.S. P(PE _ W
BOLTS TO SECURE FRAME TO MANHOLE BOLTS TO SECURE FRAME TO MANHOLE SUPPORTS
1 Y~":12"SLOPE ' 1.5"MIN. 1.5"MIN. ON ALL INVERTS BASE UNIT a
BASE GOURSE SASE COURSE BASE COURSE BASE COURSE ' _
a d d , STD. MANHOLE < d , STD. MANHOLE RUBBER BOOT GROUT TYPE 316 S.S.
RING & COVER 8" IN RING & GOVER 8" IN EXTENDED BASE. BRICt d ~ d BRICK & MORTAR INVERT ° TO SLOPE EXPANSION ANCHORS W
(IF REQUIRED) d q d q e4 Q
- - d d q a d I t -I ((-I I d ' I-I a d II I) I ' _ a a 90° BEND Q 4 O°
I`) ~ a RAM-NEK a ~ ~ ~ III I I I=~ ~ o RAM•NEK a ~ ~ ~ I I I n 12" MIN. ° ° ° ° ° °
SEALANT SEALANT ° t ~ d 12" MIN. F d COMPACTED FILL COMPACTED FILL a COMPACTED FILL COMPACTED ILL a < d , WIDTH AS
a e REQUIRED 0
z
MIN. 6° GRAVEL BEDDING NOTE: CONCRETE ENCASEMENT SHALL ONLY tAVELBEDDING d, ~ ~ ~
FRAME BE USED IN AREAS WHERE COVER IS TO BE FRAME FLUSH WITH PAVEMENT OR CONCRETE• INSIDE DRQP`MANHOLE ° °o
CONCRETE ENCASEMENT SHALL NOT BE USED TAN DARD P E A CRETE MANHOLE NOTTDSCALE ~ w
IN NON-TRAFFICAREASANDA80VE GRADE INSTALLATIONS. ~ ~~~m
NOTTOSC E ~z~~ ~
L AN L F
NOTTO SCALE NOTTO SCALE ~ N X W
~ ~ m' ri ~ 4
a~
Name Date Name Date Name Date Name Date o ~
Drawn By: PAGE Drawn By: PAGE Drawn By:.- - SANITARY SEWER SANITARY SEWER SAN SANITARY SEWER Drawn By. PAGE Checked B ; JOHNSTON couNTY SANITARY SEWER PAGE ~
Checked By: JOHNSTON COUNTY Checked By: JOHNSTON COUNTY CheckedBy:; JOHNSTON COUNTY roved Pbicufi • STANDARDDETAII. A r~edB: pe rtmentofPabticutilHies STANDARD DETAIL roved6: De rtmentafPublicufilitlas STAN ~part„~~,t~ u l I~ 24 ~ 25 STANDARD DETAIL A roved B :
scale: ao. Sox22tt3 Standard Manhole Scale: Po. Box22s3 Lockable Manhole scale: ao. Box2253 Ste 26 .Department of PublicU6lidee STANDARD DETAIL 2T ~ Standard Precast scale, P.o. 9ruc 2263 41 ''c
Smihfield, NC 27577 Frame & Cover Of 47 Smithfleld, NC 27577 Frame & Cover Of 47 5mlthfleld, Nc 27577 Manhole of 47 smitnneia, Nc s~5r~ Inside Drop Manhole of 47 ~
Rev. Descd lion Date Inil Rev. Descri Ion Date Init. Rev. Descri lion Date .init. Rev Descri tion Date loft: ( CJ
JZ $ I E"'I H ~ ~
,2" w w o
w
~ ~ 10~" W H Z C9
BUG
SCREEN * Z ~
TYPE 316 S.S. 1 W a.
3" SCHEDULE 80 PVC VENT o p
0 0 Q w
STD. MANHOLE FINISHED GRADE 4 EA. tf4 BARS NOTE: NON-SHRINK FRAME 8 COVER VARIES
STAGGER @ 16" O.C. VENT TOP TO BE 1' ABOVE GROUT
100 YEAR FLOOD ELEV. 0 0
#4 @ 6" O,C. EA. WAY
(TOP & BOTTOM FOR TRAFFIC LOAD CONDITIONS)
3" PVCWALL
SLEEVE O~

Stop PLAN -TOP SLAB f1~... COPOLYMER POLYPROPYLENE PLASTIC M.A. INDUSTRIES MODEL ~ Q
~':1z PSI-PF ORAPPROVED EQUAL t^ii
4'-0"DIAMETER 8" S~ " 3" scHEDULE 80 Pvc FLAT TOP MANHOLE oA
USE 4 EA. ~ ANGHOR BOLTS TO BOLT FRAME TOSPACER. / STANDARD FRAME STD. MANHOLE ~ ~ ~
AND COVER USE ROPE MASTIC SEAL ~ ~ ~
BETWEEN FRAMEAND SPACER. FRAME 8 COVER
.I I. I I i 1- .I I!=1 I I=1 I ~oA
s° $ "
ad 9~
" q SEE TOP SLAB PLAN FOR FINISHED GRADE VARIES d REINFORCING 1ri~":12"
SLOPE 1,2;4 NON-SHRINK
r~a MAx d CONGRETE GROUT PLAN
d ~ 3" PVC WALL d . SLEEVE
e ° d v d ~ q
a a d -s d
.E INVERT ~
NOT TO SCALE
#4 @ 12" O.C. EA. WAY SECTION ~ ~ ~
M1N.6 GRAVEL BEDDING CANE TQP MANHOLE.
W ~ Q"
C POLYPRQPYLENE PLASTIC STEP ~ ~
~ ti NOT TO SCALE
NOT TO SCALE Y V T
ti ,cZ NOT TO SCALE
O
` Name Date Name Date Name Date Name Date
~ Drawn By: Drawn By: Drawn By: SANITARY SEWER PAGE PAGE SAN Checked By: JOHNSTON COUNTY Checked e : JOHNSTON COUNTY SANITARY SEWER Checked B : JOHNSTON COUNTY Drawn By: SANITARY SEWER PAGE SANITARY SEWER PAGE Checked By, JOHNSTON COUNTY O
A roved B : De rtment of Public Utllifies STANDARD DETAIL roved B : p nt of Public ufilkies roved B : STAB ~ 28 epaztne STANDARD DETAIL 29 Deparbnent of Pubilc Utilities STANDARD: DETAIL STANDARD DETAIL
~ scale: P,o• sox2253 Typical Shallow scale: Po. Box 2283 T ical Vented Manhole scale' ao• Box 2289 Tyl Typical Manhole 3o rovede: OeparhneMotPubticumtaes 31 ~ scaler Po. eoxr~ss Polypropylene Plastic
b Smithfield, NC 27577 Manhole Of 47 Smithfield, NC 27577 yp Of 47 Smitlifietd, NC 27577 invert of 47 smtn,fteia,NCS~~~ Manhole Step of47 ~A7E: '0-,~-200 Rev. Descri bon Date Inlt.
Rev. Descri on Date Init. Rev. Desai lion Date Init, Rev Descri lion Date Init.
tl' DRAWINGS ARE REFERENCED Ff N UTILITY CONSTRUCT ION SHOULD BE IN ACCORDANCE sc~~E: NTS LACED FROM o~wN: P
E..
JONNSTnN COUNTY STANDARDS gNDARDS TD JOHNSTON COUNTY STANDARDS AND REGULATIONS RSE/Z N
N CHECKED: RET
O 0 PROD. NO.:
N Q
~p SHEET: D12
p
Ct, ~

ggiuxu
•"CA••~
: .!y
HAND PLACED _ _ _ _ _ _ _ HAND PLACED _ 8 EA, #4 BARS VERT ~
DENSELYCOMPACTED _ _ _ _ DENSELY COMPACTED - . _ _ . - 12 EQUALLY 5PACED ~ $ ~ .y'( ` " (1 f E
BACKFILLT01 FT• - BACKFILLT01 FT. ABOVE TOP OF PIPE _ _ _ _ ABOVE TOP OFPIPE - _ _ _ _ i #3 BARS @ I - I 12" O.C. !4
PIPE BEDDED PIPE - PIPE BEDDED PIPE _ O.D. O.D•
D!4 - - MINIMUM STONE Dom" - 3" - S~
EMBEDMENTAS ANCHOR BOLT DETAIL SECTION A A NOTE:
INDIGATED. GREATER IF SHAPED SUBGRADE AT THE CONTRACTORS OPTION IN LIEU OF FORMINGTHE 120° CONC.
REQUIRED BY TO PROVIDE BEARING MANUFACTURER ALONG ENTIRELENGTH SADDLE, A STAINLESS STEEL PIPE m
~ PIPE OF PIPE BARREL t PIPE SHAPED STONE O.D. ~ 24" + O.D. MAX, NOTE: PIPE SHAH BE BEDDED UP TO SADDLE MAY BE PROVIDED.
TO PROVIDE BEARING 24" + O.D. MAx. O•D• SPRING LINE AND MINIMUM 4"BELOW :D UP TO t"BELOW 4'-0"
ALONG ENTIRE LENGTH 12" + 0•D• MIN. 12 O.D. MIN. AREAS ARE S.S. ANCHOR BOLT W/ O.D: x 2" S.S. STRAPWI2~h" LEG
OF PIPE BARREL SANITARY SEWER SANITARY SEWER BoTroM of PIPE wHEN wETAREAS ARE ENCOUNTERED. (Q'-8' DEPTH) (DUCTILE IRON ONLY) 3"PROJECTION & NUT PIPE
PIPE LAYING 4'-16' DEPTH HAND PLACED ( ? 9"EMBED INTO CONC.
GONDITION "A" PIPE LAYING DENSELY coMPACreD - - - - _ - - - " BACKFILLT01 FT. - - _ _ - - D.I. PIPE
CONDITION C AaovE ToP OF PIPE - - - - _ - -
_ - UNDISI Z UNDISTURBED EARTH PRQVIDE 120° M ? 0
- . - ELECTRONIG ELECTRONIG MARKER BALLS AT 100' ON MIN. BEARING 12" 1 #3 ^U" BARS @ 12" O.C. ( z
.Pik CENTER & AT BEDDED PIPE - ~.6 - BE INSTALLEI CENTER & AT BENDS, MARKER BALLS SHALL I BE INSTALLED AT 1112 TO 2' DEEP. ~ - _ _ _ I O
_ _ _ = NOTE: MARKER B NOTE: MARKER BALLS SHALLBE ~ ( ~ ~ ~ W
- = INSTALLED CONC INSTALLED CONCURRENTLY WITHPIPE. VARIABLE
HAND PLACED HAND PLACED SHAPED SUBGRADE _ _ MARKER BALLS S DENSELY COMPACTED ` DENSELY COMPACTED - - SHALL PROVIDE BEARING T - - AFTER TRENCH E MARKER BALLS SHALL NOT BE INSTALLED 12" 8'•0" MAX. Q AFTER TRENCH HAS BEEN COMPLETELY + A 12" A ~
BACKFILLT01 FT. - - - BACKFILLTOI FT. _ _ ALONG ENTIRE LENGTH BACKFILLED.
ABOVE TOP OF PIPE I - - ' - ABOVE TOP OFPIPE - - - _ OF PIPE BARREL 112 PIPE O.D. O.D. 1 j12" W
'PIPE ' -PIPE - 24"+O.D. MAX. ).D. MAX. 1~'8" 3" ~ -1- ~ 3"
BEDDED PIPE _ 0•D, BEDDEDPIPE _ O.D. 12"+O.D.MIN. _ " D12 _ " Dt2 J.D. MIN. MIN. 1'-6"
MINIMUM STONE D18z3 MINIMUM STONE D18z3 NOTE 6" 3" ~ I 3~
EMBEDMENTAS EMBEDMENTAS FORGE MAINS S"fd AND SMALLER SHALL. INDICATED. GREATER IF INDICATED. GREATER IF HAVE MINIMUM OF 3' COVER, FORCE HALL. E ( ( 12" 12^ H
REQUIRED BY REQUIRED BY MAINS LARGER THAN $"0 SHALL HAVE A 1VE A
MANUFACTURER MANUFACTURER PIPE MINIMUM OF 3'-6"COVER. I~
PIPE SHAPED TONE O.D. SHAPED STONE O D S
TO PROVIDE BEARING 24" + O.D. MAX. TO PROVIDE BEARING 24" + O.D. MAX. FORGE MAIN h"'~ 4~-6" ~1 tom" 1~~^
ALONG ENTIRE LENGTH 12" +OJ). MIN. ALONG ENTIRE LENGTH 12" + O,D. MIN. PIPE LAYING OF PIPE BARREL OF PIPE BARREL CONDITION "E"
SANITARY SEWER SANITARY SEWER END VIEW SIDE VIEW Q ^ Z
(<8'-16' DEPTH) (DUCTILE IRON ONLY) PIPE LAYING (>16' DEPTH)
GONDITION "B" PIPE LAYING ~O O t~. t7 L'1
CONDITION "D" )ITION '"'0poo - Z
NOT TO SCALE ~N~~ W O vtUp~p00 © Q
~Z~~ CS~`~ ~ "y
NOT TO SCALE AERIAL PIPE SUPPORTS DETAIL ~ y a ~ m
NOT TO SCALE NOTTOSCALE `a ~ m tL j O
m ~ 4
Name Date Name Date Name Date Name Date 0 \ W
Drawn By: PAGE Drawn By: PAGE Drawn By: SANITARY SEWER Drawn By: ~ PAGE Checked By: JOHNSTON COUNTY SANITARY SEWER PAGE ~ ~ ~
Checked By; JOHNSTON COUNTY SANITARY SEWER Checked By: JOHNSTON COUNTY SANITARY SEINER Checked By; JOHNSTON COUNTY SAN STANDARD DETAIL STANDARD DETAIL STAB roved B : Deparbnent of Public Ufil'~ties B • Deparbnent of Public Ufilities roved B . Deparhnent of Public Ufilifies STANDARD DETAIL 34 roved B : pepartmem of Public utlr~tles STANDARD DETAIL 3'~ ~ ~
32 33 scale: eo. soxzzsa Pipe Laying Scale: Po. Box 7169 Pipe Laying scale: eo. soX2~sa I Pipe Laying scaler P.o.Box7163 Aerial Pipe Supports m Z
s~uflela, Nc 27sn Gonditions of 47 Smithfield, svc 27577 Conditions of 47 smiflifleld, Nc 275J7 Conditions of 47 smtln~eia, Nc 2~aia of 47 i
Rev. Descd on Date Init. Rev Desai tlon Date Init. Rev. Des~d tion Date Inft. Rev. Desori tlon Date Inft. J ~ ...I Z l
FLEXIBLE ; FLEXIBLE SEAL ~ ~ ~
WW 0
MIN.10 LF DIP FORCE MAIN =W \ ~
CENTERED ON MANHOLE WH ~ ~
NOTES:
5`.DIA. PRECAST. ` Z ~ I CONCRETE MANHOLE
1 • FORCE MAIN SHALL BE ~ WITH FLAT TOP STANDARD 5' DIA. MINIMUM W Z PRECAST MANHOLE . a.
TRENGH WALL DUCTILE IRON PIPE 10
LF CENTERED ACROSS O q
MANHOLE. ~ ~
2. CONTRACTOR TO INSTALL FORCE MAIN
EXISTING STORM PIPE CAST IRON vALVE Box AT DEPTH REQUIRED l o
WICHARLOTTE HU8 TO FACILITATE ALUMINUM ACCESS HATCH y CRISPIN SEWERAIR RELEASE ( I I HALLIDAY, BILCO, ORAPPROVED EQUAL
INSTALLATION OFAIR CLEANOUT PLUG AND CAP VALVE OR APPROVED EQUAL ' ( I ~ U
RELEASE MANHOLEAT
HIGH POINT OF LINE. ~ I / { E"'
I I - PLAN ~ ~ ,,_r~
\ ~ ~
! 5' DIA. PRECAST
" i 4" PVC VERTICAL CONCRETE MANHOLE LOCKABLE 18 MIN. CLEARANCE LOCKABLE 24" RING & COVER ~ h~ NCDOT TRAFFIC RATED W! 1"DRILLED VENT HOLE NOTE: ~ M
WITH FLATTOP NCDOTTRp _ - USE STAINL USE STAINLESS STEEL HEXHEAD BOLT5 INSIDE OF MANHOLE SHALL BE PLAN
FLUSH WITI 4" SWEEP WYE _ D.I. SANITARY - STOPAT RNV FLUSH WITH FINISHED GRADE FACTORY EPOXY COATED MIN. 8 ~ r ~
MIL SURFACE DRY. EPOXY v SEALER PRIME COATING AND
SEWER - FINISHED GRADE SERVICE LINE - - - - - - - I - - - ~T FINISH COATING SHALL BE NSP
- _ \ 45° SANITARYTEE - - - { I I-I I_ 100AND NSP 120, GROUT ~ ~'~1
i I- I-I I- i i_ {SAME MATERIAL
- AS MAIN) - 12"MIN, .MANHOLE STEPS SHALL BE ~ O PLACED 16" O.C. WHEN ~
PLUG 5' MIN: DEPTH OF MANHOLE IXCEEDS 5'. 5~
.F- TEE BRANCH BACK FLUSH ATTACHMENT ~ ~
8"MIN. - SLOPE MIN.1% WITH QUICK COUPLER a ~~W 0 F_,~, LOW
- UNDISTURBED SOIL 24' MAX 0
-III-III-III III III 11 I-III-III I 00 2" AIR VACUUMIPRESSURE RELEASE
SANITARY SEWER VALVE • CRISPIN OR APPROVED EQUAL ALUMINUM OR S \QF
" " NOTE: 'MAIN 12 MIN. 12 MIN. EASEMENT SHALL BE PROVIDED FOR SERVICE STAINLESS STEEL
CONNECTION WHERE SERVICE CONNECTION IS PLACED 2" ISOLATION VALVEAND BASKETW/ 1~h" ~ ` INLET PIPING SHALL BE OPENINGS ALUMINUM OR STAINLESS ~Jy
OUTSIDE OF RNtt DUE TO PHYSICAL CONSTRAINTS. SCH 40 SS 316 STEEL GUIDERAIL
UNIFORM STONE #57 Wt STAINLESS STEEL WALL
NOTE: TAPPING SADDLE 1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED SECTION BRACKETS ANCHORED INTO CONCRETE
UNDER STORM PIPE FORALL CROSSINGS, MIN. 12" #57 ST MIN. 12" #5Z STONE
SECTION R
NOT TO SCALE
C NOT TO SCALE BASKET STRAINER MANHOLE o ~ ~ ~I
~ AIR VACUUM/RELEASE .LEASE NOTTO SCALE 1+,~,
~ ~ ^/y
ti MANHOLE FOR FORCE M~ Q RCE MAIN ~ ~ ~
NOT TO SCALE
~ ~
L Name Data Name Date Name Data Name Date
~ Drawn By: Drawn By: Drawn By: SANITARY SEWER PAGE SANITARY SEWER PAGE SAN Checked By: JOHNSTON COUNTY Checked By: JOHNSTON COUNTY Checked By. JOHNSTON COUNTY Drawn By; SANITARY SEWER PAGE Checked By; JOHNSTON COUNTY SANITARY SEWER. PAGE a
roved B : De ent of Public Uffilfies STANDARD DETAIL roved 8 . De nt of Public U81fl(es STANDARD DETAIL roved B : nment of Public Utilities STAB STANDARD DETAIL 38 ved B ; STANDARD DETAIL 40 ~ Deparbrrent of Pubtlc Utllitles
~ ~ 36 37 trj Scale: P.O. Box 2253 Typical Storm Scale: P.0. Box 2263 Typlal Sealer Scale: P.O. Bax 2283 AIr Vi Air VacuumlPressure scale: Po. Boxr~ Typical Basket SATE:
Smithfield, NG 27577 SeNICe GOnneCtiOn pf 47 Smithfield, NC 27577 ReleaSE ~ Smflhfietd, Nc 27577 Sewer Crossing of 47 Rev. Descri on Date Init. Rev. Deskxi tiort Date Init. Rev Desch tion Date .Init. Release ValveirrManhole of47 smnntieia,NC seen Strainer Manhole X47 1 ~"L"DaT Rev, Descri 'on Date IniL
SCALE: NTS
d' N
E~ a~AwN: RSE/ZPN
1 A
V CHECKED: RET
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N DRAWL DRAWINGS ARE REFERENCED FROM UTILITY CONSTRUCT ION SHOULD BE IN ACCORDANCE PROD. NO.:
ti JOHA JOHNSTON COUNTY STANDARDS TO JOHNSTON COUNTY STANDARDS AND REGULATIONS SHEET: D13
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S.S. JUNCTION BOX FOR CONTROL PANEL PUMP POWER CABLES & 3EE RAINHOOd DETAIL 175 WATT HIGH PRESSURE
LIOUID LEVEL CABLES S.S. CABLE HOLDER SODIUM LUMINARE ON 24'ARM , N0.4 BARE CU GROUND WIRE, WEAVE THRU FENCE FABRIC AND CONNECTTO TOP STRAND OF BARBED WIRE, FLEXIBLE
OUTSIDE SWINGARM WI PHOTOCELL CONTROL S.S. CHAIN HOOK CHECKVALVE 3 0 MIN.8' OFF GROUND 1 EA REDALARM LIGHT Z ON TOP OF RAINHOOD AS REQUIRED CU STRAPAND GROUND ROD (BOTH SIDES OF GATE)
THERNMODEL524 PLUG VALVE CONCRETETHRUSTCOLLAR pFF i3 W
BASE PLATE FOR ~ U ~i HORN ~ - PORTABLE HOIST ~ m z - LIGHT GATE WIDTH AS INDICATED ON SITE PLANS Q
a 90° BEND z a a iF-If-N-~I-M._N_N~N_
WlBLOCIONG a ~ ~ 4' a ~ a 2 EA. FD(TURES FORA•FRAME HOOD 4"x4"x3116"ANGLE NOTES: TEE Wl BLOCKING SAME MATERIALAS HOOD 1. SERVICE TO BE BOA, 3 PHASE, 4 WIRE; 486V f.~-iF.-)i-•-iV-.-iF-11 N if---i ~I--i4-~~ % N X~h~ nn
2LAMP40WATTOUTDOORUSE Mp 4B' FLUORESCENT FIXTURE W1 WITH NIGH LEG. ~ 2. USE COPPER CONDUCTORS W1600VOLT
UNISTRUTSUPP4RT3 CONTROL 3WTrCHMOUNTEDINSIDEHOOD _ FLANGE COUPLING N PANEL T~"MIN. 3. INSTALL GUY IF METERTIPOLE IS IN EXCESS OF FABRIC V BRAC Z
ADAPTER io ~ 8' CONC. SLAB WI WWF 6xB 15' FROM SERVICE POLE. tl ~ - W1.4 x W1.4 4. CONTRACTOR SHALL FURNISH & INSTALL - ~0 ~ t~
GUIDE BARS PVC OR D.I. Z F W125c4 OPENING FOR ti Z ELECTRICALSTUB-UPS METER BASE ON SERVICE POLE. 4 WIRE LIGHTING FORCE MAIN ii ~ 5. CONTRACTOR SHALL INSTALL 120V SINGLE `DOI~d 41RElIGHTING TRUSS ~ r' .p ~
GRAVITY SANfTARYSEWER ARRESTOR ORINCOMINGFORCEMAIN CLWELL PRECASTCONCRETE W.P. RECEPTACLEINVALVEVAULTFORSUMP ARRESTOR RODS FABRIC 4? N ~ fit 4
VALVEVAULTMIN. ~ i , • ~ • ; v SLACK3PANT0 4"Nx5'L INSIDE DIMENSIONS (PANTO ~ ~fl ~
DEPTH AS REQUIRED UTILITY METER POLE REDALARMLIGHT (SEENOTE113) iR ISLE ; ~ (J 00 ~ ~ Q
ALL FASTERENERS SHALL BE SS BOLTS, METER BASE BY NUTB & WASHERSwI NEOPRENE GASKETS 175 WATT HIGH PRESSt2iE CONTRACTOR R aASE e~, TRUSS ROD 2'-6" ~ ~ Z ~
SODIUM LUMINARE ON 2A"ARM « 2s~cvsss WITH TRUSS PLUNGER BAR ~ s o• TREATED POLE TIGHTENER GATE POST FINISHED m ~ -.-I E"-' 10• GRADE -x .m H x ~ 47
NOT TO SCALE ELECTRICALCONDUIT3 RTES: W/ PHOTOCELLCONTROL <; 1. CONTRACTOR SHALL PROVIDE A SCALEDNIINENSIONED MIN. B' OFF GROUND FUSED SERVICE D SERVICE ~ ~ ~ ~ V Q SCCNNECi ~ ~ CO
NOTE: LAYOUT OF CONTROL PANEL TO COUNTY PRIORTO RATEDOISCONNECT IN31DE OF WETWELLAND VALVE VAULT INSTALLATION. NEMA3R NEMA3R 3 POLEAUTOMATIC TRANSPERSWITDN GATE DETAILS ~
INCIUDINOALL PIPING 3Wa.L BE FACTORY 2. CONTRACTOR TO FlJRNISHAND INSTALL CONTROL PANEL IN PUMP CONTROL PANEL EPOXY COATED MIN. 8 MIL Sl1RFACE DR1'. RAINSHEILD. NEMA9R DIA: 1a FT. LONG SOLID CU ~
EPOXY SEALER PRIME COATING AND FINISH 3. CONTRACTOR SHALL PROVIDE AND MOUNT RTU. 3 FA. 'SEAL-0FFS" WJ COATING SHALL BE NSP 100AND NSP 120. 4. RAINHOODTO HOUSE CONTROLPANEL,AUTOMATICTRANSFER NON•HARDENING SEALING MOJ. 5'x3' LOCKABLE ALUMINUM SWITCH, MANUAL DISCONNECT, METER BASE, METERING MATERIAL HORN r GAw PosT sErrN CLAD STEEL GROUND ROD ~ \ ioRN coNCRErew~ GALV uNISTRUT DRIVEN FLUSH INTO GROUND NOT TOSCALE ~ J
ACCESS HATCH Wt300 PSF MIN. MIN, 3hA' LOCKABLE ALUMINUM CABINET; MOUNTING BRACKET FOR FUTURE RTU, S.S JUNCTION BOX LOADING RATE 5. SERVICE TO BE 3 PHASE, 4 WIRE, 480V, 600 AMPS B. POWER STANDBY - 56 KVA ~P } ~
3.S.JUNCTIONBOX ACCESSHATCHW1300PSFMIN. 5HAtLBEUNDERGROUND, TR4NSFORMERANDMETERBASE Wf•SEALOFFS' MIN. 18"ABOVE SLAB S.S. CABLE HOLDER .IbPSLA6 LOADING RATE WILLBESETBYCP81. (16'x15"x8"NEMA4) GENERATOR ~
WI"SFALOFFS"FOR WALL SLEEVE MIN.111YSCH40PVCSUMPDISCHARGE B.F'ORPUMP3ABOVE75HP,APREFABRICATED;VENTILATED, FORPUMPPOWERLEADS PUMP LEAD CONDUITS UPPERGUIDE SHALL BEFASTENEDTOWALLWI WALKaNENCLOSURESHALLBEPROViDEDFORCONTROLS, &LIQUIDLEVEICABLES MIN: 18" N0.4 BARE CU GROUND WIRE, WEAVE THRU
BRACKET S.S. PIPE CLAMPS. OISHCHARGE SHALL ENCLOSURE SHALL BE APPROVED BY THE COUNTI' PRIORTO MIN. 4"P! SCHEDULE 80 g,g, INCLUDE UNION, CHECKVALVE, ANO BALL VALVE. INSTALLATION. 175 WATT HIGH PRESSURE FENCE FABRIC AND CONNECT TO TOP STRAND ~
PVC SCREENED VENT PIPE GUIDE SODIUM LUMINARE ON 24"ARM PRE-0AST REINFORCED ~ PRESSURE G4UGE WI PHOTOCELLCONTROL WETWELL OF BARBED WIRE, FLEXIBLE CU STRAPAND J C~ ~ ~
CONCRETETOP FlNISHED GRADE 1 EA RED ALARM LIGHT ON TOP OF RAINHOOD MIN. 8' OFF GROUND MIN.s GROUND ROD (ATALL CORNER POSTS} J Z ~ BuRIEO s' DRIVEN EXTENSION ARMS (TYP.) 3 STRANDS H H ~ ~
SLOPE TELEPHONE 4'-0° 4"x45Q118'ANGLE GROUND ROD BARBED WIRE CORNER W W 0 ~
,.,..SLOPE JACK AS REQUIRES ~ SAME MAIERIALAS H~ OITrSIDE 3WINGARM Y PVC CONDUR FOR EXTENSION \ 10'-0" MAX. SLEEVE COUPLING ,q~ ~yp•) = W \
CHECK VAVLE LIQUID LEVEL LEADS POWER CABLE - PLUGVALVE 4'MIN.COVER S.S.UNISTRUT YPVCCONDUITS SUPPORTS I coNDUR ~ ON LINE POST (20'•0" O.C.) W H Z
B' MIN. LD. LL D.I. DISCHARGE - - S.S. NUT, BOLT & WASHER 2 LAMP 40 WATT OUTDOOR USE FOR PUMP LEADS I W2E-CAST REINFORCED pUMp WI NEOPRENE GABKET (SEPARATE CONDOR 8' DRNEN GROUND ROD CONDUIT * Z ~
OONCRETE WET WELL Sp° gENp - ELECIRICALCONDUIT 4B' FLUORESCENT FUTURE Wt CONTROL 3WffCH MOUNTED INSIDE HOOD FOR EACH PUMP) 3 EA #12,1 EA. #12GD, BYELECTWCAL PANEL "CONDUIT TOSUMPPUMPINVALI 3 EA #12,1 EA.#12GD,1"COND. TO SUMP PUMP IN VALVE VAULT BRACE W Z
CONCRETETHRUSTCOLLAR CONTRACTOR WEATHERPROOF ENCLOSURE 4'v'"MIN~ FORTELEPHONE GRAVITY SANITARY - - - FORTELEPHONETERMINAL LINE P05T TOP RAIL . C),
SEWERLINE FLOORSHALLSLOPETOSUMPPR - - 7$' BLOCK BY CONTRACTOR LIQUID LEVEE. 34' CONDUti I ~ DIAGRAM z'.~" 6,.~" z W
SENSORS FLANf# COUPUNGADAPTER FORTELEPHONE SUMP PIT MIN.15'x15'x1YDEPTH ~ p.B" NOT TO SCALE NOT TO SCALE BOTTOM OF CORNER O Q
MIN. ~ 3' GALV. PIPE tTYI') 10 GPM SUMP PUMP WITHREADED CAP 3',T' FENCEFABRIC BOTTOM TENSION POST WIRE (TYP.) Q W
MIN,6"ABCSTONE NOTE: SEAL-0FFS CONCRETE 238.15 - INVERT IN HIGH LEVELALARM ON- 235.15 PRESSURE GAUGES SHALL BE
INSTALLED ON DISCHARGE SIDE 234.85 -LAG PUMP ON 4F EACH CHECK VALVE. TAPS - 4; ~ ~ ~ C.. - -
323.BB -LEAdPUMPON DIP FORGAUGE3SHALLBE •f TRUSS ROD ~ . 2" TYP. FINISH GRADE ~ ' WITH TRUSS
FAIRBANKS MORSE PUMP DISGHARGECONNECTION INSTAtLEDONUPSTREAMSIDE ' 4'-0"TYP. OFCHECKVALVE. 4" 5433 MV -1 GROUT ~ TIGHTENER ~ 3,~"
WETWFIL SHALL HAVE _ PUMPS OFF EXTENDED BABE SET ~ ' 6" TYP.
(ALSO ALTERNATES INTO BASE SLAB 1Y LEADAAG SEQUENCES)
BO° 3CONC SRETE FILL s~"DIA.-10 FT. LONG SOLID CU CLAD
- WETWELLINV231.42 TYP. ALL POSTS STEEL GROUND ROD DRIVEN FLUSH INTO GROUND ((YP.}
CONC: BASE SIABFORLEVELING - THICKNESS TOPREVENT FLOTATION NOT TO SCALE
TYPICAL CHAIN LINK FENCE DETAIL ~ o vj
NOTTOSCALE ~ Qr„I
NOTTO SCALE
Name Date Name Date Name Date Name Date ~ ~ V'
Drawn By: Drawn By: PAGE Drawn By:- SANITARYSEWER PAGE Checked B . JOHNSTON COUNTY Checked B : JOHNSTON COUNTY. SANITARY SEWER Checked By: JOHNSTON COUNTY .SANITARY SEWER PAGE D~'"`r' ey' - PAGE Checked By: JOHNSTON COUNTY SANITARY SEWER ~ ht
roved B : De artmentof Public lltllides STANDARD DETAIL roved oe rUneM of Publtc Utilitles A rGVed B : De rUnera of Public tml(tles a 41 ~ STANDARD DETAIL L~2 ~ STANDARD DETAIL Q roved B .
Scale: P.O. Box 2283 Submersible Pump scale: P•o• ~ Rainhood Detai( scare: P,o. sox 2253 4,V Department of P~IIc UGlltl~ STANDARD DETAIL 44 fy O "1 .Submersible Pump scale: Po. 6ox2263 ICS
SmKhfleltl, NC 27577 StatiOrl P(an & SecfiOn of 47 Sm'dhrieid, NC 27577 Of 47 Smithfield, NC 27577 Rev. Desai lion Date Init. Rev. Descri lion Date Init. Rev: Desch lion Date Init. Station Electrical Riser Detail 47 smlkhBeld, Nc 27577 Ghain Link Fence of 47 Rev. Desai on D to Init.
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DRAWING DRAWINGS ARE REFERENCED FROM UT ILITY CONSTRUCT ION SHOULD BE IN ACCORDANCE CHL Utu: RET
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4' MINIMUM COVER
4' MINIMUM COVER E..

200 FT OF 1 STEEL ENCASEMENT
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a ,r,,, SEE CASING PIPE PLUG DETAIL TETRA MH 5A
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SEE CASING PIPE PLUG DETAIL CASING SUPPORT COLUMN, TYPICAL
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FOUNDATION. MINIMUM COVER 3', TYPICAL.. ~ a
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B
" - ! SCALE 1 - 10 ~ o
1-1 /12 HRS PLATE
1. UNLESS SPECIFICALLY STATED OTHERWISE, JOHNSTON COUNTY, NC STANDARDS APPLY W
. MAXIMUM COLUMN SPACING 45 FEET O.C. 2
4 HOLES 1-1 /8" D I A ~
3. MINIMUM SOIL BEARING CAPACITY 2000 PSF
4. MINIMUM CONCRETE 4000 PSI 3/4" HRS PLATE
W
5. ALL STEEL A992 MINIMUM L- - Q

6. ALL STEEL REBAR 3 FROM:EDGE ~I
7. GROUT MIN BOND 50 PSI II 4 HOLES ?/8" DIA
I I ~ - ~
8. FOUNDATIONS TO BE LOCATED BY SURVEY II z
II II ~~h~ a Soho
9. FINISH ALL STEEL WITH GALVANIZED COATING IN ACCORDANCE WITH NCDOT. STD. SPEC 1:076 II II y z
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TOP SUPPORT 8„ ~ i v
TOP PLATE JZ ~ ~ 12 N N ~
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o - ~ B~TT~M PATE aETAII~ TOP PATE DETAIL
WN ~ ~
HEIGHT TO BE BY SURVEY SCALE: 1 « = 4" SCALE 1 " = 4" ~ w
p FROM FOUNDATION WITH.
~ APPROPRIATE STACK UP
„ „ FOR ACCURATE FINISHED J BOLT, TYP W 8X10, A992 00
ELEVATION FOR GRAVITY SEE DETAIL Q~,W
SEWER FLOW. MAXIMUM
NON-SHR1 a HEIGHT 18 . 54 NON-SHRINK GROUT Q
BULKHEAC BULKHEAD AT EACH END OF CASING PIPE
ae TURN DOWN ELBOW ~ V
108 WITH INSECT SCREEN
STYROF01 STYROFOAM PLUG.: To FINISHED GRADE N
r~ ASSIST t #5 BAR 12 OC BOTH WAY TOP AND BOTTOM BOTTOM PLATE ASSIST GROUT PLACEMENT. ri
1/4 ALL AROI ALL AROUND $ \ 2" DIA X 9" GALV STEEL VENT,. ~ TWO_PER CASING. ONE ~ ~
STE STEEL CASING PIPE AT EAGH END OF O a
DIF DIP CARRIER PIPE CASING PIPE ~ ~
~r C~ ~ C~
N
PROVIDE PLASTIC SHEET ~ [y Q
BOND-BREAKER BETWEEN ~y Q
CARRIER PIPE AND GROUT ~y
A 12" OC BOTH WAY TOP AND BOTTOM #6BR " ALL AROUND
PROVIDE PROVIDE 2" X 9 GALV STEEL DRAIN /
" n IN BULK t~ X 6 NEOPRENE PAD IN BULKHEAD AT EACH END
OF CASI OF CASING PIPE AND 1 /3 i\\~\/\/\/\\/
n CU YD 0 8 CU YD OF CRUSHED STONE ~i~ `
SCALE 1 " = Z' 0" ~ ~d 1< AT DRA I X 8 HRS PLATE AT DRAIN, WRAP STONE ~ 4
WITH Fi ...WITH FILTER FABRIC
C " " ~ 16 DIA CASING+ 0.250 WALL THICKNESS T1'PICA~ CASING P1PE PLUG ~ ~
~ ~
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~ 20" EMBEDMENT 0.250" X 3" GALV STRAP y d' a CARRI R PI E ~ ^I E P V
N N O TYPICAL 3/8» STEEL PLATE, TYP
V N 3/8"x4" STEEL ~
3/" STAINLESS STEEL 0 4 ~ fS INSET PLATE, TYP. ~ h
~ BOLT. NUT & WASHER (TYP) h HRS PLATE_GUSSETS.INSET ra W10 X 33~ A992 FROM EDGE AND FULL WELDMENT WELDMENT 5/8" BAR A325 BOL ~ij
4 C/y
y 16 CASING. PIPE ~i
28p
j 3/76' 4 a
y AK SURE THERE IS CLEARANCE FOR BOLT FROM WEB
~ M E ~ TOP PLATE, TYP FROM WEB ~ DATE: 9O' ~O'20~7 1 R ON ALL CORNERS
MATCH DRILL TO TOP .SUPPORT SCALE: ~S
of SCALE 1 " = 2' 0" 48" N
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i 1 i t-~ 1 v i N i v i L- i v i v u 1 uL- CHECKED: RL7
TOP SUPPORT DETAIL
PROD. NO.:
SCALE 1" 10" SHEET:
D15
30 cz:

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NOTES:
I
1. GLEN ROAD, STREET "E", AND STREET "B" TO STATION 19+50 GLE11i ROAD r 2s ~ ~ ;
SHALL BE CONSTRUCTED TO NCDOT STANDARDS AND SPECIFICATIONS. WIDE11tI11iG LAYOU 2. THE CONTRACTOR IS RESPONSIBLE FOR HAVING AN INDEPENDENT ~j:G~
YOUT r TREET "B" E: t~
ENGINEERING TESTING FIRM VERIFY THAT THE SUB-BASE, BASE, SCALE 1 " 'EOM ~ S
~ ~
AND ASPHALT MEET NCDOT STANDARDS.
3. THE CONTRACTOR IS TO INSURE THAT RADII ARE CONSTRUCTED IN r m
ACCORDANCE WITH THE PLANS AND TYPICAL SECTION.
4. THE CONTRACTOR SHALL WORK IN ACCORDANCE WITH THE APPROVED r
EROSION AND STORMWATER PLANS, NCDOT DRIVEWAY PERMIT, AND
ENCROACHMENT AGREEMENT.
5. THE CONTRACTORS SHALL VERIFY THE TYPE,SIZE, DEPTH, MATERIAL, rn
AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING ~
CONSTRUCTION.
6. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE O
JOHNSTON COUNTY STANDARDS AND SPECIFICATIONS. O a
7. A COLONIAL PIPELINE COMPANY REPRESENTATIVE SHALL BE PRESENT ~ ~
WHENEVER THE CONTRACTOR IS WORKING IN THE PIPELINE EASEMENT. i ~
THE CONTRACTOR SHALL WORK IN STRICT COMPLIANCE WITH THE COLONIAL r ~
~ ~ o
PIPELINE ENCROACHMENT AGREEMENT. ~
8. CONTACT GENE ALDRIDGE AT [phone] FOR APRE-CONSTRUCTION
CONFERENCE AND AT LEAST 48 HOURS PRIOR TO WORKING NEAR THE
COLONIAL PIPELINE EASEMENT. o~ ~
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~ ~ ~ DATE: 9O- ?O-2O~1
/ ~CAIE: ' . 6Q'
M /
E ~3 D~wN: RSE/ZPN
J ~
CHECKED: RET
PROJ. NO.:
N V~
~o ti~ \ SHEET: D16
y O 4

~n~
1~.. ~ ,Q~
20 '•9'
WHITE EDGELINES (4 265 V
YELLOW DOUBLE CENTER (4 '
m
~ COMBINATION
~ STRAIGHT/RIGHT ARROW 2' WHITE MINI SKIP (4'7
~ STET "E»
STRAIGHT ARROWS
y PP A Z
WHITE SOLID LANE LINE f4) ~ ~
M~• ,4 Z a
~i Sta. = 19+60 ~ fig
~ ~
~soo ~9'`O° ° w W
h1 ~ ~
a `a 1^ .T
0 Std. = 18+58 GG~,,, /W
-V
x
y WHITE SOLID LANE LINE (4")
~ Sx°
0 W
PERMANENT RAISED Q
PAVEMENT MARKERS o
NOTES: ;4' S+a.. sta. = ~ 7+50
THE FOLLOWING ROADWAY STANDARDS AS APPEAi~? IN "ROADWAY STANDARD DRAWINGS " - <v`S' 2' W ROADWAY DESIGN UNIT - N.C.DEPARTMENT OF TRANSPORTATION -RALEIGH,N.C., DATED 0
2' WHITE MINI SKIP l4 z
JULY 2006, ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE ,5~ • Q" PERMANENT RAISED ° ° o ~ ~ z
CONSIDERED A PART OF THESE PLANS: PAVEMENT MARKERS ~ N ~ ~ w
u ~o a Q
STD. N0. TITLE s+a. _ .6.5 >ta. _ .6+~6 ~ WHITE SOLID LANE CINE l4 ~ s
~ ~ ~ y ~ ~
7205.07 PAVEMENT MARKINGS -LINE TYPES & OFFSETS °~m~- j ~
1205.02 PAVEMENT MARKINGS - 2 LANE & MULTILANE ROADWAYS xo RIGHT TURN ARROW ~ ~ o
W~
1205.04 PAVEMENT MARKINGS -INTERSECTIONS ~ sta. = 12+67 ,n
7205.05 PAVEMENT MARKINGS -TURN LANES
1205.08 PAVEMENT MARKINGS -ARROW SYMBOLS m ~ o
7205.09 PAVEMENT MARKINGS -PAINTED ISLANDS 2~ w 7250.07 PAVEMENT MARKER SPACING 2' WHITE MINI SKIP l4 ~ z ~ ,
~ HH ~ ~
7257.01 RAISED PAVEMENT MARKERS 120 WW 4 ~ =W \
Sta. = I 1+70 ' W H ~ ~ t3 2 i
ALL PAVEMENT MARKING LINES AND SYMBOLS SHALL BE THERMOPLASTIC TYPE. WHITE SOLI ALL PAVEMENT MARKERS SHALL BE PERMANENT RAISED TYPE. F SOLID LANE LINE l4 W ~ z
0 0
PERMANENT RAISED P R 90'YELLOW SKIP (4 ISED PAVEMENT MARKERS: 1 Q W
x
RIGHT TURN ARROW y
~z
~ U x~ ~
by Sta. = t0+30
x~
N } ~ x0 My tD
+ ~ ~ N ~ ~ d
O ~
N
YELLOW SINGLE CENTER (4 '7 N
O
s y 'o x~ ryN
h ti p ti~
PERMANENT RAISED PAVEMENT MARKERS N 4 0' ~ ~
y x~ ~ O
WHITE SOLID LANE LINE l4 x~ ~
G~~ ~ b
RIGHT TURN ARROW
x
0
1 : t
X YELLOW DOUBLE CENTER (4 (4 ~ ~
~ \ ~ ~ ~x
- 2'WHITE MINZ SKIP (4 ~ W
o• ~
y ~ ~
g' j° 1 ~C 'C. ;
S WHITE EDGELINES l4 ~ ~ Q"
l4 ~j ~ ~
\ WNITE EDGELINES (4 "1 WHITE SOLID LANE LINE l4 '7
LEFT TURN ARROW ~ \ 2' WHITE MINI SKIP (4 PERMANENT RAISED PAVEMENT MARKERS ' IT MINI SKIP f4") BROW 2 WH E ~
~KERS YELLOW DIAGONAL l8 DATE: 03-02-07
LEFT TURN ARROW
\ YELLOW DOUBLE CENTER (4') YELLOW DOUBLE .CENTER t 4 scA~E: 9 " = 60'
DRAWN: CLM/RSE

~ ~ CHECKED: EGW
Op PRO1. NO.:
N V~ ~
p 'l h SHEET: D17
'15~. ~
nnr, 4 ~l. A

-•~1g4u1x~~u~l~Ih~
RIP-RAP LINED ~
BYPASS CHANNEL L RIP-RAP LINED
REINFORCED CONCRETE WALL BYPASS CHANNEL 2~ ~ ~
#57 WASHED STONE REINFORCED C =ORCED CONCRETE WALL #57 WASHED STONE =
. ~ 65
a'
~~''~n~munun
~ / \ FLOW 2' BASE WIDTH FLOW
~ FOREBAY (IF FOREBAY (IF ~LOW~ 2' BASE WIDTH
REQUIRED)
~ REQUIRED)
~ ~ a1
0
W I R ~O~ r~ vJil------ ~ WEIR O~
Q F~ Z
w ~ EXTEND WALL ~ 4
o j INTO BACK SLOPE Z
J
~ /
+e//~~ ~
N V/ W
,~~EXCAVATION
J~ LIMITS o~ ALT LEVEL S
EL SPREADER PLA~J VIEW W
NTS ~ FLOW BYPASS ~ FLOW BYPASS
STRUCTURE LEVEL SPREADER PLAN VIEW STRUCTURE
W
NTS NATURAL Q
___~GROUND a
_ NATURAL
d
z
GROUND , r
WALL LIP ~N~~ cn o
` ~ ' FOR NATURAL GROUND 3.00 N u o ~ o
_ ~ SLOPES GREATER THAN 6:1
USE ALT DESIGN #57 WASHED STONE ~ Z ~ W ~
3.00' • C gip, j W ~ X
WALL LIP #57 WASHED STONE • m a
3:y ~ WIDTH y ~ o
~ A ~ ~ ~ ~llrrT-----------------
~
fa ~ ~ ~7Tcr---------------'
NOTE: WALL LIP TO BE ~
CONSTRUCTED. LEVEL J ~
NOTE: WALL LIP TO BE ~ 2 FOR ENTIRE LENGTH ~ z ~ ~ H H ~
2, 2~ CONSTRUCTED LEVEL
FOR ENTIRE LENGTH WW ~ y
WH ~ ~
Z ~ ~
'il W 0.
REINFORCED CONCRETE WALL ~
W/ CONC FOOTING. ~ 4
WEICONCCFOOT~NGRETE WALL
LEVEL SPREADER PROFILE VIEW ALT LEVEL. SPREA PREADER PROFILE VIEW
NTS NTS
W
MANHOLE TOP OF CONCRETE WALL EL. (C)
COVER N
WEIR CREST EXISTING NATURAL GROUND BEHIND LIP ~ °
EL. (WC) LEUEL SPREADER TABLE ~ ~ ~
8" U
L V L S P R D R ~PRDR I D #1 ~2 ~ ~ f~
~ ~
6" TYP. EOP OFWSPLITTER WALL ~ A?
L 28 42 o
BYPASS PIPE L DIA. (F)
Y Y 2' -0' 2' -p°' ~
~ ~
f _ FLOW; A C 284..75 238.25
q ~
F 24" 18"
~
Q 3, ~~\y\\ LEVEL SPREADER W W 4 -6 4 -0 ~ ~
INV. (F)
DIALOW(D)PE INV. EL. (B) X W C WC 286.5 239.67 ~ ~ ~ ~
ORIFICE PIPE
~ DIA. (E) MANHOLE MANHOLE B D 283.5 237.0 ~ o V
v FOREBAY (IF COVER COVER
REQUIRED) WEIR CREST W S WS ~ ~
EL. (WC) .284.8 238.2.5 0 ~ ~ ~ ~
~ INFLOW PIPE D D 24" 18" ~ ~
3 o CLASS B RIP RAP DIA. (D) o~ r
o.~, Y ~I e~ H E E 6" 2 a
y ~ -
~ Q, t ~ A A 1 ' _3 1 ~ _3 aArE: 3- 70-08
scA~E: NTS
N H N 4, _8 4, _4 DRAWN: ZPN
BYPASS PIPE / INV. EL. (B) X
X V-2 6 r _a i CHECKED: RET
00 DIA. (F) p~RAFI(E>PIPE C!$ LEVEL SPREADER FLOW BYPASS PROJ. NO.:
U N
~ Nrs FOREBAY NO Qtn AY NOT REQUIRED FOR LEVEL SPREADERS #1 & #2 SHEET:
D-18

m FRAME GRATE AND HOOD DENERAL NOTESt z D T CH7.Q 8AClC OF CURB 9EE 9TD,NO. 840.09 t)8E CLASS "8" CQNCRETE THROUGHOUT. ~ } C7 GENERAL NO. ES. , o} c~ 1" DEPRESSION a " 3 -8 i-~
-1?X 1, 0" PROVIDE ALL CATCH BASINS OVER 3'-5" IH ~PTH WITH STEPS 12" ~Q Y MORTAR JOINTS i~ TO 1'e THICK. 11~ r ,r
N O DN,CENTER. USE STEPS WHICH C091PLY WITIi 37D. OAAWIt81 840.88. lj t,-, ~ ~ H Zp } Y-, -'--I- USE CLASB "B" CONCRETE THROUGHOUT, H ®77 TOP ELEVATION OPTIONAL t~NSTRUCTION - MONOLLTHIG POUR, 2" KEYWAY, ~ #4 BAR DONELS AT H ~ ~ V Y' H b ~ I USE FORh1S FCA CONSTRUCTION OF THE BOTTOM SLAB, r, qd M. z 1'•7~,"' 1'•75/" m 1~"-?, qd~ h E BOTTOM SLAB, H ~ ~ L7 ~ H O ~ S ; ~ B T 15f$'~ a..,- -?i ~ ~6 a `II ~ tr} U
r O fi -(y •,v',:: o~ r; : o t.• a'.:: rr 12" rENTER3 AS DIRECTED SY THE ENGINEER. L{, ~i O H r O fi ~ N ~ DEDUCT FOR PIPES fROtd T TAL CU • YDS. OF .BRICK MA mZ =-I Y - - o'.;.'.~. Y 4=z mz =-I 1 (j 0 ,.y ~ o.' ~ _ U6E FOAMS FOR THE CONSTRUCTION Of THE BOTTOM SLAB. O 02 ~ t„~ ~ ~ x ~ X PROVIDE kLL CATCH BASINSTOVER 3'-8" IN DEPTH WITH ' . YDS. OF .BRICK MASONRY. LLJON ~O~-iN I F ~ W-)OF+Z ~ Z Rig Z-I ~ r ~ -~'H ~ t OOd'S
n' O t'1 .'Q• A- ~ - - - - ,'a. If REINFORCED CONCRETE PIPE IS 3ET IN BOTTOM SLAB Of ~X, A00 TO SLAB W CC W b O n y ! i ON CENTER, USE STEPS WH.CH COMPLY WITH STD, DARWI IN DEPTH WITH STEPS i2" O O in _ 't `y ~ i i ? ~ LY WITH STD. DARWINO 840.66. W ~ ~ ty, O O ~ (7 ~ ~ z " W Q Lt
~ -rt D m m s" - e - as ~tDWN oN sm.. ND. eaD. oo, I- U'Q _ 'n D A to - - ~ Q CC C9 z ~ USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH TH Cn Q 8"- e u - 8" = USE TYPE "E" "F" AND "G° GRATES UNLESS OTHERWISE INDICATED. F I-i y = CA O O _ OF SECTION 840 OF THE STANDARD SPECIFICATIONS. H COMPLIES WITH THE REOUIREh1ENTS f- U ~ O ~ ~ ~ Z ~ m ~ _ ~ ~ ' 1. G E I ~ E ~ U ~ O ~ PEGIFICATIONS. ~ = h Z N S N OO _ ~a { i ~°i i ~ t ~ ~ z ~ Z W
~Or FDR 8.0 IN HETGIiT OR LESS USE 8' WALLS AND BDTTOY SLAB. OVER !AF-~OJ HOr IF REINFORCED CONCRETE PIPE IS gET IN BOTTOM SLAB ET IN BOTTDkt SLAB CF BOX, ADD TO SLAB N H O W ~ ~ ~ ~ ~ ~ i I O ¢ O ~
~ G7 ~ Z ~ a.... , . o' 8" 9. 3" 'a 8'•O° TO 18' •0" IN HEItRiT USE 8" WALLS AND BOTTOM SLAB, AD,tUST ~ O ~ h = ~ Z _ - _ AS SHOWN ON STD ~ N0, 840.00 .a' ~ DUANTITIE8 ACCOADIHOLY. ~ ~ I .'C'':o' ' . v"'. c' ' . a ~.v z ~ H .'g' ~y D ~ FOR 8 •0" IN HEIGHT OR LESS, USE 8" WALL. DUER B'- Q VS ~ .-~~e ~ ~ 8" WALL. OVER B'-0" IN HEIGHT, USE ~ H ? ' ~ y ~ ~ N i ~ e ~ ~ H a
A-? ~v'4.°.n " p'a DONSTAIlCT WITH PIPE CROWN9 MATCHING. t..~ A-{ ~ ~ ~ 12 kYALL TO 6 •4 FROM TOP 4F'WALI AND B' WALL fOR ~M 1 PLAN , p-r"t 'tH , - 6.0 ~ OUAidTITES TO Bf ADJUSTED ACCORDINGLY CAp X SEE NOTE CHAMFER ALL EXPOSED CORNERS 1'. , W 0 pfl O CONSTRUCT WITH PIPE CROWNS MATCHING .L AND B" WALL FOR' THE AEh1AININti ' 7 D ~ j { 0. >O ACCORDINGLY, N ~ H H ~ ~ ~ H
SECTION X-X DRAWING NOT TO SCALE. ° Z ~ ING~ , wo ~Z ' SECTION G-G ; , i I
TOP ELEVATION_ Y+---- DO NOT USE BRICK MASONRY DROP INLET IN LOGATION9 m ro p p' TRAFFIC. LET IN tOCATI0N9 SUBJECT TO r ? N -i? H ~ 1' - 4l~" . 1' • 43~g"III F -•rt-~
\ r ~nIV CHAMFER ALL EXPOSED CORNERS 1". r PLAN OF FRAME ~
TOP ELEVATION WITH DOPING REMOVED DRAWING NOT TO SCALE,. - - - - - - FRAME GRATE AND HOOD STEPS.- STD. ND. 840.88 ~ r 1''76/6'~ 1'-75/g~~ a CAST IRON
9EE STD.NO. 840.08 STEPS - 3TD. H0. 840.88 1._On i '
r 6' B" 8' ~ TDP ELEVATION - - - - ' - - 9ASCK COPING (INCIOENTALJ - a m a m PLAN OF GRATING ~ ~
fi o,: _ A ' ` s ~ fi TOP ELEVATION z ' ~ •-E~~,t A Q ~ ~ C STD. Eta,l6 _ v! o ~ ~ 2'•31/4" CAST IRON ~ ~ z
Si} m LL G~ FRAME ANO GRATE. ® I`- p ' I „$,;.,?~r; a o' • E~ E"~ 1' L_ - 8 8 ~ n . H . . P.... :a. 8 C7 ~ W H r i~~ ~ q
.n'. .4'. a /y (f} :V •v' ..a ~.n :.0 . $11 t._ E-~ ,P Z W ~ ~ V/ f ~I 1 ~ zF =Z~ , z~r H Ja Nr°= ( 3Z
g 8„ rri cn - Y :P' H ~ E TIN Y G 6""- : ~ Q z d p m t ~ d'Q ~
-i a
~ I ~ l'. ~ a ~ o s" ~ F" ~ ~ ~ o . ! ? ~ O O 0 i ~srr /8rr ~Srr ? ~ N gg iC
~ RISER HT. 3.. 's fr '4 ~ ~ i' I tJ1 ~ VARIES 1.-O,r - . 8" Q ~ ~ W ~ - - O Q ~ L5 ~ Q 1~B"-.. 2n i n $r-33/" i rr i r~ 1" ? (i. ~
C~ Bn SEE NOTE SECTION J-J W = ` ` z = 19'I Q 4 ~ 2'-33/4" F. CO ~ rr I „ t f- F' '
•0 = ~ ~ ~ °a. WHERE 3D" TD 36" PLPE IS USED Tj F ~ ~a ~ ~ _ O y' ~ 116 1B" 1/$ 1/S COW F
N ~ SECTION M-M W ~ y Z~ ~ SECTION X-X t..t - " g ~ N ~ r H 641X. PIPE THIS B[DE 16` N z H SECTION H-H _
m z WHERE 30" TD 38"' PIPE I8 USED NHEAE 42" TO s4 PIPE I l~D b ~ r fi rn z SECTION Y-Y GO RISER HT. N ~ b N ~ O Z 314 314 `d _ 3 ~ rr-~ - ~ N Z m G7 i 3r•2rr ` I I ~ •2n H h'I ~
VAAIES J Z fi ~ v~~~. ~ C7 ~ fi DIMENSIONS ANA QUANTITIES FOR DROP INLET(BAS_ED ON MIN. HEIGHT, Hj O z O ~ A ~ t__-_ J
~ J o.'? J ~ ''••,5.''~;'''.e;'-'',';~'.c;~`~''^ s. M W ~ DIfdENSiONS OF BDx & PIPE CUBIC YARDS--- -CUBIC YARDS ---DEDUCTIONS FOR W < WGW ..1 ,r ~
~ EI at ` n " PIPE SPAN WIDTH MIN. HEIGHT CONCRETE BRICk MASONRY ONE PIPE o:' p e~~ ' A BOTTOM WALL PER TOTAL 6.97CK co M 2118--- ~ i , ~ ' 2l/g->_ ~ ~~I _ i ? ~ O f ~r' j~ rr ~ N 3 N N ~
g1~ A ~ .''n1 m .o'. I D A B H SLAB FOOT HT, uAS^NBV TOP G.S. A.C. u ~ MIN. yXE[OXT, H a: p a 4 a a O. 12" 3'•Q" 2'•0" I 2'•0" 0,288 0,313 0522 0,020 0,432 . I _ ~ 2'•914" a
'~°t 'o'' 15" r 2'-3° 0.268 0313 0,800 0,031 0,047 ~ ~ r rr 3.g , n
WHERE 42" T054" PIPE IS USED d;~•~•.'.•o;,..:•~;.•.•.':~ ° p?'t~ :°:'7'•'P.:e;a.',,o... 1S° Q'-6u 0.288 O~S13 0676 0.044 Q,O65 .n. .a. r.... r..-•. ~ 2 -6
DETAIL SHOWING METHOD 24" ~ / 3'•D" 0,288 0.313 0,835 0,076 0.113 HEET OF RISER GONSTRUGTION SHEET 1 Df 2 SHEET 1 OF 1 34" 3'•0" 2'•0" 31.6" 0.288 0,313 0,991 0.122 .0.170 s 1 OF 2 PLAN PLAN SHEET 1 OF t SHEET 1 OF 1 SECTION E' E SECTION F-F SHEET i pF i
840.02 840.02 840.15 844.15 84x.16 844,16
v ~ z
Q z v Q fi PAVEMENT Q us o -fio ©y v~ i o~
„ g1' g° „ SUR GAF E I-d ~-1 NOTES: I t-} q q z 1~" EXPANSION JOINT ! q q ~ .
H' z 1 611 21.01, ~~RAD, ~ RAD. 2 RAD, PAVEMENT SII 4~~ 77 o ~V) o /2 RAD, :1 1 SURFACE; ~81r RAD. z = bb - a N a ~ 'm ~6 RAD , ~ ' M O C7 p 17' I'•t ~t ~ Ut , 02 ~ `'j . 01_ , 03 Ip~ i /.OS ;':02 Z~~C3 3H0~ , (SEE 97D, 846.01) CROSSWAL H~C9U H t~ t- -n cn CONSTRUCT STANDARD SIDEWALK 5 WIDE AND
rp~~N 3~r RAD. ~ N' ° - - w~pNZ mb 0,35 .02 p•2 _ ~ c.~ ~ ti ©o~sz Hz-IZA 4" THICK UNLESS OTHERWISE DENOTED ON PLANS. j O~~T~`
H z ~ = p 1/g' RAD , t 34 p a N = H z ~ = A , : . 06 .O6 --_~_-1`."__9 .00 .00 io _ ` ~ `cc ~ ~ . ~ m ,i ¢ r x D m 1 T- ;x.02 Q~~o~ ~ •"~~o PLACE A GROOVE JOINT 1" DEEP WITH 11B" RADII ~ 1 \ ~ ~ ¢~~°H
=-n~n °I --I a as I r1 0- ~rr ?-U~Op -nz>a 12 0 71 ,04 1 ,03 =Np0 ! to ' i. t* r t~•' rr 1-xF'zw ~=-rtp-n
zH~N-n L_.,:: i -L N ~ N . 1~ia AAD cnF-wow ~oH . ~ ~'=~ZW zH-°r?~ IN THE CONCRETE SIDEWALK AT 5' INTERVALS» ~ I Ow ~~oaG ~~~z ONE EXPANSION JOINT WILL BE REQUIRED AT 5O' r1 ~ ~ a~Nq
nx~Z 2,•611 iGlq RAD../' 1r_6rr 4QUOQ~ ~=-~tZ .02 ' ~ D .L ~ Z H ~yD 0, ,02 p z Ha ~yA INTERVALS, A EXPANSION JOINT WILL BE REQUIRED I z Ha D '7
~ -bl ~ n r • rr B rr 911 ~ ? ~ -I , 45 , 05 `-_~r,`2~ - . 02 - . 01 =1 ~ , 02 _ ~ '~H 2 .6 CURB AND GUTTER 1 S CURB AND GUTTER ~H H , „ ~~.,---~-~-r'~- . .02 ~ p O r tr tr t1 u n rr ~ w ? CO ~ O n ! - . O2 _ ~'•aT %'03 WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. ~ ~V ~ n~.~
z 8 X 12 OR 18 9 X 12 OR 18 o nI 12 . 12 " ra ~
„ CONCRETE CURB CONCRETE CURB - 4 -0 PROPOSED .02'~.~.( SEE STD. DWG» 848.05 FOR WHEELCHAIR RAMP LOCATION ' '.O3 REOUTAEMENTS AND CONSTRUCTION GUIDELINES. 50'" ~ ~ I
21,07, 21.Or1 ~ EDGE OF ,02 O INTERVALS ,y~,y~ar~~ \ij '
PAVEMENT 2" RAD. 2'-0" `--I--',''=33 ,04 --~02 X25 x,04 -,02 NORMAL _ _ 04
8" 2'-411 MIN, n' ~ ir,O„ ir•On y GROWN 4' 1 1/g RAaIUS ~ 1j'r,' Ih i ~r , f - - ~ ~ 12" ,08 ~ n ,00 ,I .03 ~6~. SURFACE OF "EXPANSION JOINT "'bG9Q7~ ` , ~ ~ I
r1 i 1~ - - ~ ~ - 7 12 7 to r~ _ . 01 y. tU L ~ L 12 „ ~ ~ .D8~ .04 ,/SIDEWALK s i s ( ~ ~ JOINT SEALER ~ 1 ~ U a _ ~a
C! z , ~ 6 ~ ; ) T ; 4r1 r5 7,r O ~ E7 z . - ti . . , , 6'rMIN , . ~ u. O ~ 5
~ Z ~ ,1 ~ F- D: ~ Z ~ - 0.32 , 02 0.25 . , 04 • . 03 _ 01_~. ; . f .0~4 Lt ~ ' T - ~ ~ ~ t i r 4 ~ , ~ ~ N a o. c~ 5 c r-. r\ t.. ~UJ I
Z fy H 8 C7 H W Z t°i ~ ^"!`1'. ~ - 03 , 03 - ~ ~p ~ EXPRESSWAY GUTTER SHOULDER BERM GUTTER „ „ ~ ~ F p a0 x - ~ J N ~
rn 8 X & MEDIAN CURB VALLEY GUTTER +y t~ H rn 12 '07 n 12" 'OO 7" ~ ~ ~ ~ 1/2" JOINT WIDTH' ~ JOTNT FILLER ~ ? ~ ~
c rn n ~ R~ c rn n . , a4 „_.oo~, ',1~- ~ - . 45 ? a ~ ,SIDEWALK , ' ~ i7 is , .49 m -1 z T =SIDEWALK THICKNESS I H
~ o SECTION VIEW OF CURBS OR CURBS AND GUTTERS ~ m ~ ~ 02 Oa t'~ GC ~ C~ 0, ,02 O , , ~l,__•,._,_ m Q Y2" EXPANSION JOINT , ? ~ -J O ~ ~ D ~ (5EE STD, 846,01) I pC N
Y GC ~ b ! 3~ , 02 .02 25 O4 .04 io - , h uD i:., ~ ~ ¢ _ ~ ~ ~ ~ N ~ TRANSVERSE EXPANSION JOINT Iq
~ ~ Q GENERAL NOTES: FILL x 1 DEEP p V LO ~ ~ p -j-'------j---=-.. ,.QOF W 1 GROOVED OA SAWN ~ Z ~ CO .r ,06 ,00 AIM Q PLACE CONTRACTION JOINTS AT 10 INTERVALS, EXCEPT THAT d 0 12_ i, 12 7" ,'»os c~ ~ m ~ ~ - PLAN VIEW , ~ W z ac IN SIDEWALK_ i- FWD m~
JOINT WITH JOINT ~ W ~ ~ ~ 7 C D A 15 SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SEALER ~ F ~ C ~ N ~ D ; i ~2" EXPANSION JOINT ~
-'I ~i ~ SATISFACTORY SUPPORT FOR THE FACE FORM GAN BE OBTAINED JOINT SEALER W -I ~ ~ ' 1r t••t r 1/B" AAD H BERM VARIES 2~u0 2 -0 c z WITHOUT THE USE OF TEMPLATES AT 10 INTERVALS, "RAD ~ GUTTER N ~ G c z 6, 0" 4 r-, W ~ ~ ~ I FILL 3i$" WIDE x 1" DEEP. GROOVED OR ~ ~ ~ ..Og ~ ~ ~ z ;r;! SAWN JOINT WITH JOINT ~ ~
m ~ GD -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. ~ ; PAVEMENT 'SURFACE H ~ Z rn G? ~ ~ ~ , ; ,05 _',01 ~ .1O rivZ ss ~ ~ , ~ g Q ?C ~;,I ,SEALING COMPOUND ~ t~
~ ~ •CONTAACTION JOINTS MAY BE INSTALLED WITH THE USE OF -SURFACE ~ J Z ~ ~ ~ `02 , Q,gO •02 Q,25 - 4 •,05 = ; rn ~ t9 O rn ~ WT`-•-~....,~ • 01 , 01 0 ip _ r` w i ~ Q TEMPLATES OR FORMED BY OTHER APPROVED METHODS, w: ~ = z ~ ~ O - io i. `t~-J-~-• Cry ~ ~1 BUILDING, ~ IU" L z (i ~ WALL, .ETC. ; ~,Ir 1/6" RAD , ~grr -RAD ! z
CONSTRUGT NON-TEMPLATE FORMED JOINTS A MIN, OF tY~ DEEP, ~ _ ~ r 12„ ,05~" „ ,00 „ !,01 r~.t W - ( w /.~S is p r ~ r
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8x6 MEDIAN CURB, ~ tI_`, - - - ~ - 7 12 7 WITH JOINT FILLER AND SEALER. PROPOSED j% r t
-SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB & GUTTER ,PROP, v2 r' SECTION VIEWS OF SECTION VIEWS OF PAVEMENT JOINT FILLER r )r v=ews 4F ~l PROPOSED
ALL RIGID OBJECTS, JOINT: EXPRESSWAY GUTTER IN SUPER ELEVATION 2 -6 CURB AND GUTTER SUPERELEVI /j,. SUPEBELEVATION RATES ' I CONCRETE PROP. CRG ; - ' r-7 E
LONGITUDINAL JOINT. TRANSVERSE EXPANSION JOINT IN CURB AND GUTTER r/;~ SIDEWALK ~._CONC. PAVEMENT
SHEET 1 OF 3 SECTION VIEW OF JOINTS SHEET 1 OF 3 SHEET 2 OF S SHEET 2 OF 3 SHEET 1 oP 1 pETAILS SHOWING JOINTS IN CONCRETE SIDEWALK SHEET ~ aF ~
846.01 846,01 846.01 846.41 848.41 848.41
a z Q vm oy v~ i Z v z O ~ a'mv NOTES: o }
y„t'O 1f~ 9IDEWALK($'sra.) H~„ h-E,,,1 ~ ~ I
H Z 1 Q M Z `~Y I I, d' vrlL:ly S)RIP 4 E,-, $ ~ O G , ~7 ~ O O.DS MIR. Z ~ O • \ ' A O ~d oaaP dm$ 0.02 YIN. 0.$4 NAx. 4" ~ V ~ M ~ ~•qP i :P9 ~ rn) ! 4 F ~ y M ~ z 1. CONSTRUCT THE WALKING. SURFACE WITH SLIP RESISTANTANCE AND A CONTRASTING COLOR TO THE SIDEWALK. q F ~ , ?anti pHp~ za=~
t"t ~'I ~ N stD. 2'•a^ OtHta o.oe ~ruc. i 0.02 rmaH3 O C7 " C'n -I C4 i l as,d H w' ! mZ =-a 8q~ ~Wi7ERSD0Nn o.atnoAw,) ) ©Od=z HZ~_~ \~4 J 'si y , ; Hof i o = Z ~ z ~ = D 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. i,,~ d H Z oay=
!'1' O C> ~ al I w Q w = 4 C7 fi tt ~ { .8 1 , m t x WaL V. L~p~h"'r 3. NORTH CAROLINA GENERAL STATUTE 158.44.14 REQUIRES THAT ALL STREET CURBS BEING CON5TflUCTED OR RECONSTRUCTED FOR MAINTENANCE
t2:1 VAX. RAJIP ~ O 77 Uj~p ~e; 4,_a" <L F rti y =COpO SIDEWALK ~ ~ ~1't SIDEWALK SIDEWALK ~,y17J ~ SIDEWALK ~ y.. U ~ O ~ Y Z m PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTI LTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL ~ ~ ~ ~ ~ SIDEWALK q E•• W " y ~ p PROVIDE WHEELCHAIfl RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE Q E- H
Z,.t ~ "r1 4 x H r' i SEE NOTE 12 , ,1d~ • O,,,t y~LL,~-I I7~H ~ t ~ SEE 1, s ~ ~ W O J z ~ o M -g PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. ~ ~ W O ~
~~-~j''- qt$~' SECTION B-B Optn`~ t7~~Z ; !1 ?xi'; ~l 4'•0" (TYP} ! NOTE 12 4`-0" (TYP y H A 1 I ~'v" z J N------ V 4'-0" (TYP) ? ? ~ ~ ~ ~ -"Dj ~ IN ADDITION, SECTION 22$ OF THE 1973 FEDERAL AID HIGHWAY SAFETY AGT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION p0 ~ ~ z F ~ D ~ AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. z F-~
A~ ~ ~ r?4'~rFa •9 D9 .a ( .i3C ~t ~ ~t AND i3 ~ •{H rj 870EWALK " • " ToP aP FH ~H 1 STOP LINE ! ~ M~TO ~ , STOP LINE ! 1 1 ELEVATION CtAlB +I + B 0 I17~ I ''1 ti., ~ w ? ° THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TD INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS ~ O
Z TRAxsirzOM 0~ TRAxsirlox ~ , Wa ON ~ l o t. ~ ~ ~1 D Z PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL ° ?
ovrifR SIDEWALK " t 1, i ~ / SIDEWALK SIDEWALK r~~.t, SIDEWt RIGHTS ACT OF 1954. THESE CURB RAMPS HAVE BEEN DESIGNED T4 COMPLY WITH TITLE III OF THE ADA BECOMING EFFECTIVE
v,wIAaLESLaPEaNar _-"__"'-`_"'-~~i1~,~t i \~~ii' .~,t`t,~~ f(~r~lJ,~- T9 EXCEED 12:1 {8.93`«) _ ~ 1 % ~ \ \ ' fl f~ ? Si. ~EWALK__ JANUARY 26, 1992. THE ADA REtN1IREMENTS FOA DETECTABLE WARNINGS ARE SUSPENDED EFFECTIVE MAY 12, 1.994. 4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS DR A5 DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS
SECTION A-A sEE NOTE a-i 1,t`~, F._.,ir A ~1,~ ~ AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE t,'~.~` ~ TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB- BETWEEN THE RAMPS. PLACE DUAL RAMPS
'fit, ; ~ ~ t ;v ~ r AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
sloEtraK \ ~`'t , \ m` t`,~ t, \ ~ t t~ ISOMETRIC VIEW EXPAR$ION JOINT ~ fi ``,t a,, `~'t, `t `',~`t. 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. {SQ. YDS.)
II1 [sEE srD. 84a.a» ~ Z \ Y , \ ~ ~ ~ ` ~ ~ ~5 ~ z NOTE: A PORTION QF DNE OR 90TH RAIPB O t '`k 1~ t \ A O W1Y ExTEND OSTaIDE THE RETtxHI. Li. \ v t ~ ~j 6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. {LN: FT.) ~
t' DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR ,t Est, H i"~ ~ 'i;~'~1~ RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES ' C7 H 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL. MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS (g
= W A W+A+a" X 6 n - EXPAlHiION JOINT M = _ t, . H ~ = Z NECESSARY TO SATISFACTORILY COMPLETE THE WORK. ~
m Si •d 6.8' B.a` 5.D'" SIDEWALK b ~ tsEE sta. aaa.Di) ~ rn m N fi OA' 6.8' 6.8 4.0'" - w* $EE NOTE 1 ~ agtt m ~ ` ~ ~ m ~ S. DO NOT EXCEED O.OB {12:1} 8LOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET. ~ ~
T 0.0' 7.8` 7.8' 8.5'"* ~ `Y F ~ ~ Y t ~ h r ,G ! O r a' o,o' a.e' 7.s' a.fi~., " err EXP INr ~ ~ C: ~ Z ~i\9 , ~II ? ~ ~ C ~ ~ 9. CONSTRUCT WHEELCHAIR RAMPS 4O" (3'•4"} OR GREATER FOR DUAL RAMPS AND 60° {5'•0°} OR GREATER FOR DIAGONAL RAMPS,. ? ~
C ~ Z 5` 2.0' 7.s' 7.e' s.d '~y alLCioN Jo ~ ~ 70 t7 G,V 9,?.,. Z B:I C DD = D - r'~x t$EE sto. $4s.m) O M V = .9 ~9 H vi ~ ~ b 5' 2.s' as' 6a' as' s ~ ~ W D ! , I -SEE NOTE 4 a',9p ~ N
~ XT 8' , 0' 8.8' 6.3' 4.4' EXI+AN9ION JOINT s ~ 3IDERAi K ~ m ~ I ~ ~ a ~ s { f y I7 b_. --9,8 9.d 4.1 _ D = CC C ~ i i ~,i- ~ U~ S t I Q Q ~ ~ A °y 10. USE GLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE. ~ ~ ti ? _ ~ ~ 11. PLACE A Y2" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. DWG. 64B.01» d = i~
~ _5 4. d 8.8 8.6' 8.8' z v ~ Q E n. ~ i ~ . ' ,
v ~ ~ 5` 4.5' 10.3' ~ 8.T S,4' ~ J u SIDEWALK ~ SIDEWALK SIDEWALK y~ SIDEWALK t0 ~ ~ ~ ~i ^L N p 5'-5,O' 10.9` 8.9' 8. t' / ~ W A SIDEYiALK ~ ~ ~ ~ ~ 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NQ CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, ~ -I ~ ~ W ~ WITH ALLOWANCE OF A 4 CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED.. (SEE NOTE 17) ~ W W
a - A+9'r --E%PAN910N JOINT W ~ '1 SEE .del ~ ( ! ~ ~ e =DISTANCE Flt F190NT EOBE OF SIDEWALK fi _ _ H NOTE 12 ~ tSEE _ _ ~ 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN = Z
Q z 70 BACK PRINT OF f2a 8.33W SLOPE. {n y zip 4'•0" TYP NOTE 12 41.0" (TYP} ~ CJ * BACK OF BIOERW.K DROP REa)IREa }FOR AlL " THi9 PORTION OF rwm H 7• ~ p,} SEE ~ ~ ( ? SLOEMIALK SLOPES, DaOSaNU.K uNITa. J !NOTE 3 ~ SEE 4'•0" (TYP} H 3 ~ ~ THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES S0 24" OF FULL HEIGHT CURB FALLS WIHTiN H I ~ THE .CROSSWALK MARKINGS ON EACH SIDE DF THE FLARES.
T( "x gAP,K Of SIDEWALK DROP REa)IRED FOR "BEE fai1E t tsEE NOTE Ts) s~ XOTE t C7 ~ STOP LINE ~ tfl1rJ STOP LINE , NOTE 3 I ~ o -.I .I , ~ 9IOEWAI.K aLOPE9 0.44. lZ ~ Z ~ ~
O ~ PLAN VIEW SIDEWALK ~ ` / SIDEWALK W ~ 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET, A CROSSWALK WIDTH OF 10 FEET OA GREATER IS DESIRABLE. W
•l, D11AI. RAMPS _~,E~ff~i - 15. USE STOP LINES, NORMALLY PERPENDICULAR TQ THE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN GOMPLIANGE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH
C ANY RADII DETAIL SHOWSNG TYPICAL LOCATION OF WHEELCHAIR RAMPS, O (aD" Mix. ftAOR NIDTH} PEDESTRIAN CROSSWALKS ANO STOP LINES FOA TEE INTERSECTIONS 1 ALLOWABLE LOCATIONS SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. E LOCATIONS
ROADWAY ROADWAY tH.AN SYLMOt. PLAN SYMSOL DUAL RAMP RADII , , . , , . , , , 1$. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. P RADII...,. ,.ANY
PLAN VIEW CCF CR - DlaaaNAL RAMP RADII..,Ma PROPOSED WHEELCHAIR RAMP DIAGONAL RAMP IS NOT RAMP RADii...Max. 25' i7. PLACE ALL PAVEMENT MARKINGS TN ACCORDANCE WITH THE LATEST EDITION DF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTGD) AL RAMP IS NOT PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TD THE MUTCD.
DIAOONAt. RAMP m SHEET 1 OF 3 MAx. 25' RaOa CURB CDT wA fat PROPOSED SHEET 1 Of 3 SHEET 2 OF 3 PROPOSED 0R FUTURE SIDEWALK PERMISSIBLE FDR NEW C01 3IBLE FOR NEW CONSTRUCTION} SHEET 2 OF 3 gHEET S 4F 3 SHEET S OP 3
INOT PEA~ISaIBLE fOR NEiY COONSTAUCTIONI FDTaflE RAMP K4IEELCHAIR RNdP ~8 ~ 848. ~5 848.05 $4$. a~ s4s~. 05 848. a5
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~wmien DATE: 3` ~ Q'Q8
C CA 0 SCALE:
~ ~ 559 Jones Franklin Rd. Suite 164
N0. DATE DESCRIPTION BY 4 I ' r ~ / Raleigh, N.C. 27606 DRAWN: ZPN
N r:? S E~i ~~ETHERILL Bps: 919 $518077
~~~~./1~~, = I:n~r_TniccQTnir_ Fnr 919 R~,1 Rl(l7 ('HFCKFI7~ A~
~irvuiiv~L.niw~i PROD. NO.: J IL I
Q OHNSTON COUNTY NORTH CAROLINA PROJE ~i PROJECT ENGINEER s~ ;mt~nE. IT~ _ SHEET:
TRANSPORTATION PLANNING/DESIGN BRIDGE/STRUCTURE DESIGN q DATE SEAL CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION D19
~ ~ DETAILS