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~ FORESTVILLE TOWN OF WAKE FOREST, OUTFACE
k ~ .
~E ROAD
T, NORTH CAROLINA
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VICINITY MA ~•_~ooo• Y MAP
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PREPARED BY: SHEET
1. SANITARY SEWER OUTFACE STA. 10+00 TO STA. 24+50
2. SANITARY SEWER ~UTFALL STA. 24+50 TO STA. 38+00
Aiken & Yelle Associates, PA
Professional Engineers & Land Surveyors 3. SANITARY SEWER OUTFACE STA. 38+00 TO STA. 44+07
3755 Benson Drive 4. SITE DETAILS
Raleigh, North Carolina 27609
919-877-9992 FAX [phone]
E-mail: ayes~bellsouth.net
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'REWESTED WORDING'
i NO VENT HOLES FOR COVERS USED
SANITARY 8EWER CiRAViTY PIPE BURY SCHEDULE IN STREET AND 4 HOLES FOR COVERS OUTSIDE STREET. THE EX(EPDON ~ Q~yI TO THIS IS WHERE MANHOLES COULD ~ W
C700,ESVCP DIP COLLECT STORM RUNOFF IN THEIR NgNITY. IN THIS CASE, THERE ARE i~r, ~
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~ SIZE $CLASS6 W MAX $ MAX CLASS D MAX MIN. COVER 8` ° IF GREATER DEPTHS ARE NEEDED ON ESVCP, 5/8' ' ' ~ O S O . ~ yy . ~ - ! 0_ V O ~ ~ F~
I C+ a 15' 350 34' CALWLITIONS TO BE PRONDED BY NCPE -~-t' ~ 0 ~~ON as o o m
a 20' 350 50' ~ DENOTES 42" OR LARGER TREN(~I WIDTH. + FOR TYPE 4 LAYING CONDITON, (CLASS C) MACHINED ~ s, zIn ~°y 00o~nQ ~Y ~ W~ PVC INSERT RING SURFACES ~ ~ 0 s. a ~ m m ~ g o a ~ V b o ~ E
10' H2O TRUCKLOAD W/1.5 IMPACT FACTOR C+ ¦ 14' 350 28' 3' (REFERS TO DIP) ' ++FOR TYPE 5 LAYING CONDITION, NO1ES: ~ 9 ~i m sOa o ! r a ~ ~ ~ II a ~ ~ ~ W
r 18' 350 45' 3' H2O TRUCKLOAD W/1.5 IMPACT FACTOR FRAME WEIGHT = 180 CBS. ~ ~ o a ~ ¢ ~ a Pi ~ Z
12' (REFERS TO DIP) SECTION A-A ~~l C+ 36' 13' 350 28' 3' NOTE BURY =COVER ABOVE PIPE. (13D pcf) 'ION A-A I I COVER WEIGHT = 115 CBS. COVER FACE c a ~ ~ W ~ o ~ ~ I U ~I ~ ~ F LOAD RATING =HEAVY DUTY y m ~ O ~ z ~ 4 d+ ~
C+ a t3' i MATERIAL = ASTM A 48 ~ o ~ w ~ ~ ~ "'I'~' SHAPED INVERT Py ~ 3 CO ~ ~ ~ ~ a 0 CLASS 308 ~ ~ ~ ~ 3 U; ° N y ~ V1
36' 19' 350 44' 3' 0 x 1T °e 2S' FINISH =UNCOATED o 'y t3 N i p r i e"'~ y 0 pq aa
14' ' ° , : ~ z ~vo~ ~Qk ay" ~ ~G+W _ c ~ ~ 23 1/2' I I I
C+ - - 350 2T 3' _ ° - iu N t7 W A .Ci ~ U1 _ LADDER STEPS
'W' SHELF SLOPE ° r ;v n a, 0 5 N ~ lC C 0~~ o
+ - TRENCH WIDTH _ ° (SEE CHART) ~ o' S® o® 0 q I i .o„ ~ 0 24 1/2' s V7 M P z to ~ ~ Qa ~ t`' ,
pOMMON 1RENC11 BACKFlLL SEE SPEC, SECT. 02210 331/4' COVER SECTK~V ~ ~ ~ ~ o ~ ~ ~
PARAGRAPH 15 FOR COMPAC110N REQ'TS o I ~ I I M = ~ 0 t6 FRAME SECTK~V ~ _ ~ ~ ~ ~ ~ ~ ~
(12" LIF15 MAX.) rc
P m TRENCH WALLS MAY HAVE VIItnCAI INVER ~z INVERT & SHELF ~
f < SIDES UP TO A MIN. HBCHT OF 5 FT. lAY SLOPES BAdf OR USE I TRENai BOX (OSHA SUBPART P, FLE%IBLE RUBBER BOOT ~ MANHOLE ~ T T N c~ 0 w e V 1 vi
'm UTESn CONTRACTOR RESPONSBLE AS1M C923 W/STAINLESS Fdi DETFNMININC PROPQt sLaPE STEEL COMPRESSION :SS i Q ~ o 5 DEGREE SLOPE ~ ~m m ~ + i
BAND AND CLAMPS i ~ \ MOORBASE ~O• i-`\, O\~~ ~ME~~ I o ~
i ~ 8' MM. iu 6' MIN. " ~ 23 1/2' i + ~ ~ \ [0 O Z
-RISER RING ~ - O N O ~ ~ ~ i- ~ _1 F- S WD! C)
I SEE SPEC. SECT. 02210 EXTENDED BASE VMERE i PARAGRAPH 15 CALLED FOR ON PLANS l~.~OpE ! FOR COMPACZION REQ'TS IN MH SCHEWLE SLOPE OF CHANNEL 0.10' FALL ~ 1/ ~ ~
(6" LIFTS) I NOTE: I 6" EXTENDED BASES REQUIRED INJ ~I ' ~ O~ EQUIRED ON , O
.D. SPRINGIJNE OF PIPE ALL 4' M.H.'s OVER 12' DEEP. MIN. D/6 ~ i ' DEEP. ` 1 ~ ~ I W j ~ ~ ' ~ / :0 mp \
os ~ hr 1 DIA. ANCHOR I '''J is OD ~t' ~ ~ ~N ~ HOLES
ASZM D 448, AASHTO M-43) •d ~ w A .r.~ ~ t .:i pD ~
D/8, 4' MM. f9!lt1QATl41f_ ' - ~ - ~ DO tY }
SHALL BE REQUIRED WHEN p ; d MIN. I SOIL CONDITIONS ARE UNSTABLE, CLASS C CLASS B j ~ z ~ ~
ALL PIPE -SEE SPECS REFERS f (TYPE 4) (TYPE 5) 27" Bt SMALLER 4° TO DIP ( (LAYING CONDJ (LAYING COND.) 30" dt LARGER 6" FRAME TOP VIEW ~ COVER BACK ~ - °
} ~ z ~ ~ aQ q ~ o
TOWN OF WAKE FOREST TOWN OF W i, >WN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST z Y w " v,
TRENCH DETAIL FOR NOT TO SCALE s.~ PRECAST CONC ' STANDARD MANHOLE & RING 3 ~ ~ w " .ST CONCRETE NOT TO SCALE 3.3 - CAPIT F _ NOT TO SCALE s.tt DETAIL FOR SANITARY SEWER HoT To scaLE 33_30 a w Q ~ > OL OUNDRY MH 2001E ~ _ ~ a w
GRAVITY DIP a 4 DIAMETER MAi ETER MANHOLE US FOUNDRY 700 KL ~ OUTFACE MANHOLE A ~ ~ A ~ REV.1-20-98 2 of 2 ~ REV.9-19-00 1 of 1 REV.6-20-02 1 of 1
usE v?TN srAMDaRO sPEancAnoNS ONLY REY. 9-6-99 1 aF 1 usE WTH sruroum sPEaFlCAnoNS a TANDARD SPEpFlCA710NS ONLY US NITII STANDARD SPECJFlCATNNIS ONLY USE WTH STANDARD SPECIFlCA710N5 ONLY
SEE DETAIL 3.10 + 3.11
BOLT FRAME TO CASTING (4 REQ'D) TOP TO READ 'SEWER' ANO 'TOWN OF WAKE FOREST'
FlNISH GRADE (WTFALLS ONLY) \ THIS DETAIL TO BE USED ON EXISTING PVC MAINS ONLY
I SECURE CASTING W/MORTAR OTHERWISE USE DETAIL 3.19
COMMON TRENCH BACKFlLL PIPE CROWN
(NOTE 6) SEE SPEC SECT ~ D2210, PARAGRAPH 15 45' 45'
I" ~ UNDISTUNBED SOIL m
TRENCH wALLS MAY HAVE VD271CAL , V~~ SADDLE
i ~ -SIDES UP N A MIN. HDCHT OF b ~ -FT. Ur SLOPES BACK OR USE : . TItENaI BOX, CDNTRACTdi /y PRECAST GRADE RINGS ARE TO BE USED WHEN POSSIBLE aND ADJUSTED /`J ~ '
RESPONSIBLE FOR DETERMINING' PROPER SLOPE (OSHA SU~ART'',: .P, UtEST) W1TH BRICK k MORTAN COURSE ~ l 1 FlLL JOINTS FULL W701 HIGH _ I I PIPE
4` OR 6" PRECAST J - GRADE RINGS - STRENGTH TYPE M MORTAR k STRIKE ~ ~ SPRING llNE FLUSH INSIDE ~ OUT
a~ eAREN I Y COMPACTED BAGKFl I MAXIMUM OF 12' i' USE AN APPROVED BIflIMINWS
~ o (NOTE 6) SEE SPEC SECT ALLOWED ~ ~ OTHERWISE ADD ~ zQ ru 02210, PARAGRAPH 15 RISER SECTION BASE SEALANT APPUEn TO TOP ~ ~ ~:24'._DIA OF CONE SECTION - ~
b ..e, H
CONTRACTOR TO ATE STEPS 1 LOC }
SPRING NE U 90 FROM WTLET `.1 I PIPE S1EP5 BY 1 SADDLE 1 ° < UsE ECCENTRIC CONE INSTALLATION LIMBS
~u M.A. INDUSTRIES, INQ 1 PSi-PF OR EQUAL ; = PIPE GRADE MEETING ASTM. C-478 ~ - ; ;
6" BEDDING W
57 OR ~§7 STONE --y)ORK WELL UNDER F TO TOP OF PIPE (CLASS B-i) BOTTOM OF PIPE ' ~ " Q ALL JOINTS TO BE T k G W/ PREFORMED $CH 40 PVC
SEE NOTE 5 - • 0~ 6' O.D. OF PIPE 6' N!-,E$ ~'O~. ~ ; ~ BUM RUBBER (MASTIC) GASKET MEETING SERVICE LATERAL AASHTO M-198, ASiM. C-990, FEO SPEC ~.r SS-S-00210 (210A)
~ FOUNDATION STONE MINIMUM SIDE CLEARANCE 1. ALL SERNCE LATERALS INTO ! ' SHALL BE REQUIRED WHEN UP TO 36` MANHOLE lO BE GORE DRILLED ~ a e . a.e f.
SOIL CONDITIONS ARE UNSTABLE, 12' O.D. OF PIPE 12' MAXIMUM SIDE CLEARANC BUCKET kN6 BOOZED. ~ 2. MAXIMUM DEPTH 4' DIA MANHOLE ~ = 20 (SEE PARAGRAPH 3.5.3 OF 45' PVC AD
NOTES' SECTION 3, WATER AND SEWER , OCSIGN FOR OTHER REQUIREMENTS + , PRECAST MANHOLE TO MEET F"'I REQUIREMENTS OF AS1M. C478,
1. For trenches requiring shoring and bracing, dimensions shall be taken from the / LIMITAliONS). inside face of the shoring and bracing. ~ AASHTO M-199 V 1 PIPE CROWN ? , a.
2. No rocks or boulders 2" or larger to be used In the Initial backflll.
3. All backfill material shall be suitable native material. SLOPE OF CHANNEL ~ . 0~ ~ Iy I_ ~ ,'u r~ iG~:a t *i
4. Backfill shall be tamped in 6" la ers in traffic areas, T2" In non-traffic areas. THRU MANHOLE ° Y 0.10 FALL UNLESS 5. To be used with PVC. sHOwN oTHERWISE 011 ~ nee. i~:'~ ~ h',:;~yt pr T k ~ A ~r { V of r~ .
ON PLANS. POUR 6. Minimum compaction requlremenis: TO SPRINGUNE PRECAST DOGHOUSE OPENING -+-FLOW STA3NLFS ti nw, . REWIRED FOR At1 PIPES. ~ ,-STF.EI.
I LOCATION SOIL TYPE DENSITY PIPE SEE PLANS FOR PIPE SIZES ` CLAMPS )C? ~ e , , 'L t, ~ , , N ~:a y vi f 9`' r.
Under pavements, Cohesive soils TOP 12" = 98X ASTM D698-91 's E OW t2" = 95X ASTM D698-91 BL within HWY R W / GROUT ANNULAR CAST-IN PLACE BASE ~ I ; i REINFORCEMENT Of BASE ~ _ t
Under pavements, Cohesionless Bolls 70% ASTM D4253-93 OPENING , T within HWY R/W ,.r. BY NC PE , r ~ 1 _ ni , . ..4 1 ~ 'T N01E: USE 6' EXTENDED
I 'A,F; d.g X. SEWER _ E ASTM D698 91 N n Traffic areas Cohesive 85% o soils ~,,.~e.F"" 8^ BASE WREN TorAl MH BACKFILL UNDER PVC HEIGHT EXCEEDS 12' SADDLE WITH #67 STONE.
I ~I Non-Traffic areas Cohesionless Bolls 60X ASTM D4253-93 I
s` ro 12" p57 STONE. SEE SPECS FOR FOUNDAl10N IMPROVEMENT WHEN NEEDED
r
TOWN OF WAKE FOREST TOWN OF Ih a >WN OF WAKE FOREST TOWN OF WAKE FOREST
TYPICAL TRENCH BOTTOM DIMENSIONS HorTO scaLE ~ 3.2 PRECAST CONCR AST CONCRETE No, To scALE ' 3.4 TYPICAL LATERAL SADDLE Nor To scnLE 3.~a
W DOGHOUSE 4' DIAMETEF J ~ &BACKFlLL REQUIREMENTS ~ REV. 9-6-99 i of 1 DIAMETER MANHOLE ~ DETAIL FOR PVC PIPE
W USE 1WTH STANDARD SPEGFlCATKIN6 ONLY USE Wlnl SGNDARO SPECIFlCATIONS a iTANDARO SPECIFlCA110N5 ONLY REV. 11-i-99 1 OF 1 USE IMTH STANDARD SPEdFlCA110N5 ONLY REV.IO-20-97 ~ OF ~
Cd BOLT FRAME TO ~E DETAIL 3.10 + 3.11
Z I. CASTING (4 REQ'D) TOP TO READ `SEWER" AND W ~ (OUTFALLS ONLY) 'TOWN OF WAKE FOREST" F-i
Y II LOCATE VENT 90' FROM EITHER r~ AN INLET OR AN OUTLET LINE r
Q ~ fl SECllRE CASTING W/MORTAR IN MANHOLE W
m o ~ 1,- 0' M ~ O 1'- 0' n
CU ` - EN SCREEN TO BE PLACED IN D iYT~
Ctl _ ~ o ~
~ . SEALED MANHOLE COVER WITH ~ I' VENTED MANHOLE L " -,y 3/8' x 3' FLAT BAR BRACKET I ~ W/2 - 5/B' x 4' Ex, ANCHOR BOLTS ~ ! " ` 10
URSEDAWHEN POSSIBLE ANDEADJUSTED 0 b SHOP WELDED TO VENT ~ i ~ 1 t 4' V NT STRAP DETAIL) I ~ m yd (SEE E I
TH RI K & MORTAR COURSE. W1 B C m ~ FILL JOINTS FULL WiTH HIGH ~ 1 I~ `~i - ti , W
T STRENGTH TYPE M MORTAR ~ STRINE 4` OR 6` PRECAS FLUSH INSIDE & OUT ~ I GRADE RINGS - it 100 YEAR FLDOD ELEV. CSEE PLANS) v Q ~ 1
~ MAXIMUM OF 12' ALLOWED USE AN APPROVED BITUMINOUS - CORE k > i ~ 1 ~ ~ / >r. - _ w ~
C OTHERWISE ADD . BASE SEALANT APPLIED TO TOP j _I = _ R~pg = ~ a RISER SECTION :24•, DIA ' OF CONE SECTION ~ I I _I I I-I ( BOOT VENT e; I I II i I ~ I r - I-III-
I- ~...:a =III- 6' -III-
m T _ _ 3 ; CONTRACTOR TO 1, ~ -III- ' ~ LOCATE STEPS L , r ~ I I- 6' _III- 11= A- GROUT THRU HOLE IN MANHOLE 10 3 4'
USE ECCENTRIC CONE _ ti ~ ~ PPE, STEPSUBYT ~ ~ - tY ~
2 M.A. INDUSTRIES, INC. d PSt-PF OR EWAL h"1 ''~4siq
W I MEETING ASTM. C478 o O I ° VENT FABR, OF 4' LD. SCH, 40 STL, PIPE ~ SHOP GALV. AND COATED WITH COAL TAR ~ 1-l `'1 V 1
Z ALLJWNTSTOBET&GW / `0 EPOXY INSIDE AND OUT. - z,~`~ 1 I r 'i I ~ W
~ . ~ PREFORMED BUM RUBBER (MASTIC) O * DI GASKET MEETING AASHTO M-198, t-----~--- r----', °Q i J 1 /--a
' ~ ~ ASTM. C-990, FED SPEC SS-S-00210 (210A) NOTES: J ~ J` _ m 1 ~ ~ ~ ,;~j '
~ 1. ALL SERNCE LITERALS INTO J MANHOLE TO 8E CORE DRILLED A ' H 3/8' x 3' FLAT BAR BRACKET COPOLYMER POLYPROPYLENE PLASTIC f ~ ~ ~ ~ W/2 - 5/8' x 4' Ex ANCHOR BOLTS 1/2' GRADE 60 S1EEL REINFORCEMENT F ( ~~ppp®~/~~. ~~~p©~ V 1
AND BODIED. :L ~ . ~ ~ ~ ~Y a ~ 2. MAXIMUM DEPTH 4' DIR. MANHOLE PRECAST MANHOLE TO MEET L~u = 20' (SEE PARAGRAPH 3.5.3 ~ REQUIREMENTS OF ASTM. C478, 0 0" ° p~y~ o ~ e5' DO NOT WELD BRACKET TO VENT, w; 'y, a'S`8tio~o BRACKET SHALL BE SHOP GALV, AND ~ ~ d ' ~
O I ~ SEC110N 3 WATER AND SEWER AASHTO M-199 c DESIGN FOR OTHER REQUIREMENTS COATED WITH COAL TAR EPOXY ~ ' ~ 5 3 4" ~ ace ~0c ~f a <~;
o / UMITAiICNS). 3. ALL SANITARY SEWER MAN- ~ n+, ~ ~
~ ' ~ HOLES TO BE VACUUM TESZED. ~ ,PATE % 4 1/2' O,D, x 1/4' STL L a ; (Tapped for 2' Plug) W
~ ~ COPE OF CHANNEL WELDED TO BOTTOM OF VENT, ~
m ~ THRU MANHOLE _ , ~T c D.10 FALL UNLESS ~ • ~ ' ~ : A O SHOWN OTHERWISE ~ SECTION A-A O '
~ I ON PLANS. PRECAST OPENING REQUIRED FOR ti ALL PIPES. NOTE: v THE PREFERRED METHOD OF VENTING
SEE PLANS FOR PIPE SIZES W IS TO USE DETAIL 3.8 AS APPOSED ~ ~ a• '
C7 TO VENTING MANHOLE OPTION ; ~ ° ~ r1
Q H SHOWN HERE IN,
NOTE: USE 6" EXTENDED BASE WHEN TOTAL MH _ HEIGHT EXCEEDS 12' NOTE: STEP SHOWN IS PS1-PF BY M.A. INDUSTRIES INC. PEACHTREE CITY, GA. O
/ I SET MANHOLE tp ALTERNATE MAY BE USED IF APPROVED BY TOWN.
CD IN 6" TO E12* ~ SEE SPECS FOR FOUNDATION p"I
C /57 STONE.. A IMPROVEMENT WHEN NEEDED
TOWN OF WAKE FOREST TOWN OF VI m Lo AWN OF WAKE FOREST TOWN OF WAKE FOREST O
PRECAST CONCRETE NOT TO SCALE 3.3 STANDARD MAN ARD MANHOLE NOT TO SCALE 3.9 MANHOLE STEP NOT TO SCALE 3.24
N 4' DIAMETER MANHOLE VENTING DET m REV. 11-1-99 1 of 2 STANDARD SPECIFICATIONS C USE WITH STANDARD SPECIFlCATIONS ONLY USE WITH TING DETAIL DETAIL STANDARD SPEdFlCA/10NS ONLY REV. 10-1-97 1 of 1 REV.10-21-97 1 OF 1 USE M11H STANDARD SPEgFlCATIalS ONLY SHEET 4 OF 4
O