SWA000230_More Information Received_20240105 (8)

SIOB•WL YNLITY S RIP
6'
I THE WALKING SJRFALE SHALL BE SLIP RESISTANT.
B <W rigc 5,q-W 2 CRD55WALK WIDTH5 AND CONFIGURATION VARY: MUST CONFORM TO TRAFFIC DESIGN STANDARDS,.
BACK GF SIDEWALK DROP�" q'
12:1 Mnx.RPMP 3 NORTH CAROLINA GENERAL STATUTE I36-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR
SECTION B$ Sff IIC T A OR AL TREO FOR
FOR MAINTENANCE FROL TEMBE TRAFFIC OPERATIONS,,REPAIRS,L R RAMPS
F OF UTILITIES
° OR ALTERED FOR ANY REASON AFTER SEPTEMBER I,1 ER SHALL PROVIDE WHEELCHAIR RAMPS FOR THE A I I FILLER
3' 6'_p 3'�' bb• �� ao.s PHYSICALLY HANIDIGAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE NOTE:MAINTAIN 80'MAX.BETWEEN 2'-0" e"
my cH.Re Mlx. corm rOP OF wRB .vm�n PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. /B'RADIUS(TYP) JOINTS OR AT ALL RIGID OBJECTS. 3"RADIUS I/2"RADNS
51DBYALK TRANSITON DROP V51TIg1 IN ADDITION SECTION 228 OF THE Ig73 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB
3� aE aTI N
Z •4N n a mwi RAMPS ON ANY CURB TURF D IKTION AFTER JJLY I,19T6 WHETHER A SIDEWALK 15 PROPOSED INITIALLY OR . I/S"RADIUS 3"RADIU
a v @ V IS BANNED FOR I FUTURE DATE. ° y
io=SLOPE� 6JTTgt ffi THE AMERICANS WITH DISABILITIES TE T(ONS)OF ART DEXTENDSTHOSE TO INDIVIWALS WITH DISABILITIES, 0 ,
12.1 SECTION A-A � $ COMPREHENSIVE CIVIL RIGHTS PROTECTIONS SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE,SEX,NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ALE FT OTIV THESE CURB RAMPS �T ° ° q •q
e� V a e-Axslox.n1rvi � ARC 1��O�ouT51�D8 �w>�n HAVE BEEN DE5I6NEp TO COMPLY WITH TITLE IN OF THE ApA BECgMIN6 EFFECTIVE ON JANUARY 26,1992. 1
4 WHEELCHAIR RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE I/2"
` ENGINEER.WHEELCHAIR RAMPS SHALL BE LOCATED A5 INDICATED IN THESE DETAILS;HOWEVER,THE y
150METRIG VIEW 51oe wK �� �� vro,n LOCATION MAY BE ADJUSTED A5 DIRECTED BY THE ENGINEER WHERE EXI5TIN5 LI6HT POLES,FIRE HYDRANT5, FRONT ELEVATION A fJ SECTION A-A
ExPANsbN b1NT � . SHALL CROP NLEPLACED AFFECT
NPTHE RAMPS,AT ALL LOCATIONS,NOT LESS THAN 2 FEET OF FILL HEIGHT CURB TRANSVERSE EXPANSION JOINT GOMBINATION GURB AND GUTTER SIDE ELEVATION
sw uBE a x
............ SffNO1� °
235 O u<n SEE INSET A ° 5 NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED I'/I'(12:1)IN RELATIONSHIP TO GRADE OF THE STREET. I/8"RADIU5
rvo,E 1 a+5�+.b1Nr DETAIL 5HOWIN6 TYPICAL LOCATION OF WHEELCHAIR 6 IN NO CASE SHALL THE WIDTH OF THE WHEELCHAIR RAMP BE LESS THAN 40'(3'-4')HOWEVER WIDTH MAY
x SLOPE-1'/FT. = -3/4'R
$HULA. T EXCEED 40".
4 3/4'
sB' Se's.o SIDE VALK l USE CLASS,HEET I F CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROWH NON-SKID TYPE SURFACE. ^ r I/8"R
D1A IP RB STNHT .+ (SEE SHEET FOR SURFACE DESIGN) . ° ° q R _
Oq wnRN1uS aGE B A 1/2'EXPANSION JOINT WILL BE REQUIRED INHERE THE CONCRETE WHEELCHAIR RAMP JOIN5 THE CURB. °
SECTION crusnn c�we q THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE SET NO CLOSER IN THE INTERSECTION THAN WOULD BE
RAMP FLOOR DETAIL R,y.IPs ESTABLISHED BY BISECTING THE INTERSECTION RADII.(SEE NOTE 14) VALLEY GURB AND GUTTER q °
�5 P�TION OF RPfP
IN5ET A cROFf.ANALK LIMITS. IO THE CURB CUT AND THE PEDESTRIAN CRO551NALK LINES SHALL BE COORDINATED SO THAT THE BEGINNING OF 51DE ELEVATION 9 9
5EE NOTE I BEE NOTE 10) `.�INSET A THE WHEELCHAIR RAMP WILL FALL WITHIN THE PEDESTRIAN LRO55WALK LINES.
B .4A.')) Alb NOTE I SEE
„
S= aF 51OEWV.K & g II THE MINIMUM WIDTH OF THE PEDESTRIAN LRO55WALK SHALL BE 6 FEET.A LRO55WALK WIDTH OF 10 FEET
TOOK _''NETT l2:I OR GREATER IS DESIRABLE.1re SLR � A§ F MEDIAN GURB AND GUTTER
• SIDEWALK`..LOPE('. ��:)��^ram AB.C.MINIMUM a-♦ 6" 51DE ELEVATION
" OF�DFIVALK DROP RNJIIRID FOR SI FVWK N.y wamaws�.wR 12 STOP LINES,NORMALLY PERPENDICULAR TO THE LANE LINES,SHALL BE USED WHERE IT IS IMPORTANT TO DEPTH=a"' NOTES.
PLAN VIEW INDICATE THE POINT BEHIND WHICH VEHICLE5 ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC I.CONCRETE SHALL BE 3,000 PS.I.
DETAIL SHOWING NPIGAL LOCATION OF WHEELCHAIR RAMPS SIGNAL,STOP 516N OR OTHER LEGAL REQUIREMENT.AN UNUSUAL APPROACH SKEW MAY RE-OUIRE THE PLACEMENT /,.
OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. ].CONTRACTION JOINTS SHALL BE SPACED AT 10'INTERVALS.
� _ K T (A I5 SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.)
��PROPOSED Wfff -1.RAMP 13 PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDE5TRIAN CRO55WALK, Q.B.G.UNDER STANDARD B.FINISH ALL CONCRETE WITH CURING COMPOUND,
I.THE WALKING SURFACE SHALL BE SLIP SHALL 6O DETECTABLE WARNING DOMES SHALL COVER THE FULL WIDTH AND DEPTH OF THE
RAMP FLOOR.THE DETECTABLE WARNINNO SHALL CONSIST OF BASHED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9",A HEIGHT OF PROPOSED OR FUTURE SIDEWALK 14 ALL PAVEMENT MARKINGS SHALL O IN ELCORD BY T WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM GURB B GUTTER 4.REFER TO NGDOT DETAIL 846.0E SHEET 7 OF 7 FOR CURB AND
0.2"AND CENTER-TO-CENTER SPACING OF NOMINAL 2.3B". TRAFFIC CONTROL DEVICES(M1TCD)R.BLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH GUTTER SUPERELEVATION RATES.
LAROLINA SUPPLEMENT TO THE MITCD.
2.GRO55WALK WIDTH5 AN GONFI,0REATIONS VARY:M05T CONFORM TO TRAFFIC,5TANDARD5.
STANDARD WHEELCHAIR RAMP STANDARD WHEELGHAIR RAMP GONGRETE GURB AND GUTTER
NITS. N1.5.
N.T.5.
NOTES:
I.TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF SO'.
2.ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
3.ALL CONCRETE SHALL CONFORM TO ALL APPLICABLE
REQUIREMENTS OF THE AGI,
4.ALL SIDEWALKS SHALL BE 5'-0"U14LE66 APPROVED OTHERWISE
BY THE DIRECTOR OF ENGINEERING.
NOTES TO CONTRACTOR
5,FOR THE
WITH SIDEWALK ON ONLY SIDE OF STREET,
SIDEWALK SHALL BE LOCATED ON NORTH OR EAST SIDE -RESIDENTIAL DRIVEWAYS TO BE 12 FEET TO IS FEET IN WIDTH.
CP STREET,
DRIVEWAY BY -ALL CCNCRETE SHALL BE 3000 Pb.l.
OTHERS
d UTILITY STRIP SIDEWALK SIDEWALK
SLOPE SLOPE -----
`8 � 1/2"PER FOOT 1/4"PER F
— — — — 1/2'EXPANSION
J _III=1TI---- JOINTS
iv CONCRETE DRIVEWAY MAXIMUM RECOMMENDED GRA
_________ __________ APRON WITH 6"MINIMUM DRIVE WA BY OTHERS WITH
w
VARIES 6'-0" 1 NIMUM VALLEY TyTHICKNESS JOINTS EXPANSION
STANDARD 30"GONG IS'-0"MAXIMUM O
m MIN.5'-0" IB"x 18' III --►III
GURB AND GUTTER -CONC1RETE ANC UTTER '2
JOINTS
4 Q DRIVEWAY TAPER PANT V2" T x\b�
VEMEN
N u TYPICAL SECTION ---- - a»
E { COMPACTED
_ .III --►HIIIFyI
j r 7 BACKFILL GONG�TE SIDEWALK
K AND GUTTERNL TYP) JOINT(T P)J
4.0' W/6"MINIMUM THICKNESS
PLAN VIEW JOINTS ALER 1/4 SIDEWALK SURFACE
PLAN VIEW TYPICAL SECTION
9 4 MIN
I. CCRNER TAPER SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A PROJECTION OF THE
N PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE.
1�2• JOINT FILLER 3 SIDEWALK SECTION SHALL NOT BE REQUIRED ALONG STREETS WHICH ARE NOT PLANNED FOR SIDEWALK
RA . THE TOM IS NOT RESPONSIBLE FOR VEHICLES TWAT DRAG DUE TO GRADE OF DRIVEWAY.THE DRIVEWAY IS
PRIVATELY MAINTAINED.
N TRANSVERSE EXPANSION JOINT 4. EXPANSION JOINTS TO BE FILLED WITH JOINT SEALER.
LLl
t GONGRETE SIDEWALK STREET LAMP ff POLE DETAIL DRIVEWAY APRON
I�J N.T.S. N.T.5. N.T.5.
Q
Q
H
O
a
n ai�w scPRED M wrl�i
SEUAxT:lirPlci
m L FRwloe e LAP
moo PSI.
J easTms PAvacxr
1 ... f ..••-' 6-MIN.
Ws•nlx. ° .. �f
_ _ 0 STONE I Ixm�.
O ,�Iw oR PLOW.6LE r D cAl
a sxA1L FL—`PR�1 Lve
— r sE„(r=,e.;rvr Au.rRr,FFI µ n5r colwaM To THHe urEsr min ,�
o —IT aeLE n= sIHALLL,.) 2, ,RAFFIc coxTROL oEVlcfb AND xcooT
O3. ALLIP—T curs=LEE REPAIRED a sAxE oar.IF
7 �iwoRARr E—IIRWiysl��Der NMEF TINE
� F I T of xvI I
CONCRETE PAVEMENT
a wLORI" iNCLET T Nc.EA,x°K"R AI IAALr`�vLnN s A�rol`vEDr Arlru. SN.CARO��
7 Au OPEN TRENcxes,eACKMu sxALL canPACT®r'EI_E
DPA �RI 1 P TIONREWIRE�xrs�r='%IN,=T1B®Er ;''r°? Ess •.. SITE DETAILS — SHEET I OF 2
K,BI DER ONCE R� E WRx 2• A U1EoI� �Ia.1 Ear -u
PaicN�wL ,•300o Ps.
cwuE.tttMCAu REo.�bn. r
$:�AL FOR
e. e FLL HUHA397. l€ErcowAc NREau Reams -:•12 28 2 -.a: M I DDLE POINT
ExSTx�PA�aN
EN N�T R� �N�rH TA�E
BACKF LL nA,ewAL �,p•F;vG I NE4;:F,2
PATCHES SHALL PRosIDE A NNII—M AND s Tx FMy',M.'�cF;.••'
v ExsTlxo sTOIE � Ex1sTIx6 sTa+F e.PA rvom cuTs�slw.L PRwIDE Ir uP-aINT. ,
BARBEGUE GREEK TW5P. HARNETT COUNTY,N.G.
o _
ry q, unutt curs ua es.ECT ro nlulNo eErolb mExcH unln. ENGINEER'S SEAL
_,.LL 1�oRANIxaR nATEwAL oR aavAele
a W_ToP�_NT�n�e No. DATE REYisiors MORRIS S RITGHIE A550GIATES OF NC PG
W�ITAE E n ER REF D, PIPE
O 8/2/2023 OR6INAL SUBMITTAL ` -` �INERS,��TE{i1J, ,SURVEYORS MO�5C��{��'rj
i PIPE DIA 9/8/2023 REVISED PER NGDEQ COMMENTS JOB NO.: 21514 L.J 550 HINTON POND RD.,STE 104
«6' sk .4 IF lk'W KNIGHTDALE NG 21545
O ASPHALT PAVEMENT 2 9/22/2023 REVISED PER NGDEQ COMMENT5 5GALE: A5 SHOWN
3 12/28/2023 REVISED PER STATE 5TORMIKATER C.OMMENT5 DATE: 8/2/2023 � (984)200-2 03
oiha LICENSE 00-22
S ENGINEER: JMK I WWW.MRA&TA.GOM
W TRENCH AND PAVEMENT REPAIR DRAWN BY: ER/JM ©2023 MORRISB RITCHIE ASSOCIATES,INC.
W N.T.S. DESIGN BY: PKN 5TATU5: FZEV15ION SHEET:
GQ REVIEW BY: PKN PRELIMINARY NOT FOR GONSTRUGTION 2 D1.0
O

10.0' 10.0'
STREET 3O, CL 30. STREET
EASEMENT UTILITY EASEMENT
UTILITY
EASEMENT 50.0 RAN EASEMENT
RIGHT OF WAY
4.5' I.O' EDGE OF TRAVEL LANE
10.5' PLANTING 5RIP
PLANTING 5RIP 29.0 B-B 501 R
SIDEWALK w
12.0' 12.0' r; /— rr
TRAVEL LANE TRAVEL LANE
PROPOSED R f TM
PAVEMENT SECTION Rb:iAte-' 20% ROADWAY CENTEEDGE OF TRAVEL40.ao 1/4"/FOOT 1/4"/POOT 4'O% RIGHT OFOMIN. PAVED TURNOUT
TO CBU rAVEMENT STRUCTURE
50"ROLLED GURB 50"ROLLED CURB 20' 25' OMATCH TRAVEL LANES)
MIN. MIN. CONCRETE PAD
FOR CBU (PER USPS)
CBU (ACCESS FROM PAD)
TYPICAL STREET SECTION: LOCAL RESIDENTIAL STREET
(50' R/A, SIDEWALK ON RI6HT)
N.T.5
5 5 7'
TURNOUT 2'
J J I
CBU
STREET LG STREET O O .
EASEMENT U IT LO Y 3 O EASEMENT
UTILI Y
EASEMENT 50.01 R/W EASEMENT o 0 02� 02,
1.0' 4.5'
PLANTING STRIP 10.5'
5.0' 29.0 B-B PLANTING STRIP CONCRETE PAD
FOR CBU
SIDEWALK
NOTE:
12.0' 12.0' SEE FIGURE 1 PAGE 39,"NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION MAINTAIN RW OFFSET
TRAVEL LANE RAVEL LANE STANDARDS JANUARY 2010"FOR LOCAL AND COLLECTOR ROAD DIMENSIONS. AROUND CBU TURNOUT
PROPOSED
PAVEMENT 5EGTION
2"50.58 FIGURE 1
20% b"ABC CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND _
a.o% a"moor u4"Poor a 4.0% COLLECTOR SUBDIVISION STREETS
I
30"ROLLED GURB 30"ROLLED GURB
m
a
TYPICAL STREET SECTION: LOCAL RESIDENTIAL STREET
(50' R/N, SIDEWALK ON LEFT)
N.T.5
a
a
v
ry
30" typ.
w
F
a 30" t 57OP AN
a
m
a
a
N 7'-0-
K
TO BOTTOM OF a vw¢En u smPaprPas
SIGN R1-1 Nam' "OSr
M M 1NA,PW Parr).
LY JB'OEPM(MN6JRMl}
O
aFans�Fn cane
0
7
0
�:• , •.. :, 51TE DETAIL5 — SHEET 2 OF 2
_ ^L i FOR
038 MIPPLE POINT
STOP SIGN DETAIL
v NTS BARBECUE CREEK TWSP. HARNETT COUNTY,N.G.
ENGINEER'S SEAL
N
Q) No. DATE REvlslors MORRI5 S RITCHIE A5500IA7E5 OF NC,, PG
O 8/2/2023 OR6INAL SUBMITTAL ` — -` HI ARWTEGT5,PLAN W5 SURVEYORS MO ,CAPE�{I�'rj
1 '1/&/2025 REVISED PER NGDEQ COMMENTS JOB NO.: 21814 1./ 550 HINTON POND RD.,STE 104
Q 2 9/22/2023 REVISED PER NGDEQ COMMENTS SCALE: AS SHCHN
KNIGHTDALE,NG 21545
3 12/2b/2023 REVISED PER STATE STORMWHTER COMMENTS DATE: &/2/2023 (954)200-2 03
LILENSE 00-21
S ENGINEER: JMK I WWW.MRAGTA.GOM
DRAWN BY: ER/JM ©2023 MORRSB RITCHIE ASSOCIATES,INC.
J
IT DESIGN BY: PKN STATUS: REVIBION I SHEET:
OQ REVIEW BY: PKN PRELIMINARY NOT POR GONSTRIIGTION 2 DI.I
Q

NOTES:
BRASS MARKER PLATE MARKED PLATE 1. INSTALL METER AT R/W
WTTH ANCHOR 2 TWO(2)-3/4'SERVICE LINES MUST BE INSTALLED
3/4"CHAMFER AT THRUST BLOCKING } ;TWO
A 2'SLEEVE.'
3. 'TWO(2)1'SERVICE LINES MUST BE INSTALLED
EA.CORNER INSIDE A 3'SLEEVE.'
V EXISTING WATER MAIN 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE
CAST THE LETTERS"WV"IN PE PLASTIC TO PROTECT d z 5, SEE BET IL FOR SERVICE MATERIAL AND METER
ONE FACE OF THE CONCRETE 4 q3 BARS TAPPING SLEEVE SETTING A
E IN
MARKER AND ORIENT TOWARD S. SERVICE LINE SHALL BE 3'BELOW FINISHED GRADE
THE ROADWAY OF DITCHES
ROTATE MARKER TO OTHER END ➢SI➢EWALK,
R/W OR UTILITY EASEMENT r
FOR BLOW-OFF I 6' viDDID swPOaF cABmEa PIR
VALVE NO. 3'MIN xc z BO''ea.1-11 uwNNar
9 120 TAPPING SLEEVE SHALL BE ROMAC BRAND
MODEL SST MANUFACTURED WITH 316
0 STAINLESS STEEL. SIDEWALK
--�-4"SO.PRECAST GONG ZS uxE uaaw PirA
NG
POST(4000 P.SIJ WITH VALVE VALVELBOX 2'PVC SLEEVE W/3/4'CARRIER
VE
PLATE ONA VALVE NUMBER, Iff
DIRECTIONAL ARROWTN
TO M .DISTANCE
VALVE DISTANCE
TO THE NEAREST FOOT. NEW WATER MAIN
SX
TYPICAL VALVE MARKER DETAIL W STREET BELEVA IN2 IMEBI'OE
NOTES: NO SCALE 1 WATERMAIN ELEVATION z
PAINT MARKER BLUE AFTER INSTALLATION H
12'MIN SINGLE 3/4'SERVICES
TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL(2�)
No SCALE 5 R W
FINISHED GRADE 4 W BOL15 N PIPE
2' METERS SHOULD B F
1' BOp(FlLL TO EDGE INSTALLED 3'OFF
PROPERTY LINE "'?
III—I I -_ e SKI.11
Ss v s oETsauixtµo
SINE �'N°
II—III=III = —III- I' TYPICAL DOMESTIC WATER SERVICE INSTALLATION DETAIL W
PRECAST CONCRETE
PROTECTION RING NO SCALE ON
STEAMER SECTION "A"
AS SHOWN PRECAST CONCRETE CONNECTION
EDGE Aryl plgryg PROTECTION RING
OF
ROAD EXISTING ��NOTED ON PVJJS
ROAD
\ ROAD SHOULDER (ME OR M
\ RRIUNNAD
2 1/2"HOSE .I �)
CONNECTION - _
ON THE P
G _ BACNFlLL AS Ox
INDICATED n mE PONs
6"G.V. BACKFILL
6"WATER C.I.BOX STONE IanWaEo �L' �7_ 5�3 .
VALVE BOX
VALVE OPERATOR NUT LINE (7 C.F.MIN.)
45'BEND II S1R. R.M.H
= NEW WATER LINE SERVICE LINE TO
m .I CORPORATION METER CONNECTION
/ o CONC. N COCK-A.Y.MCDONALD OR EQUAL eaKK OLOsne PRE UEN
/ BLOCKING SERVICE SADDLE-A.Y.MCDONALD OR EQUAL
\ (SEE NOTE) STYLE HINGED 3891 FOR 3/4"
\ 4-3 4 TIE RODS WITH BRACKETS SERVICE SADDLE-AY.MCCDONALD OR EQUAL I��\�y PROFILE
6•HYDRANT TEE E WEEP HOLE TO TRENCH WIDTH
NOTE. (SEE DETAIL) REMAIN OPEN PIPE O.D.+18"FOR PIPES UNDER 33"O.D.
MASONRY BLOCK PIPE O.G.+24'FOR PIPES OVER 33"O.D.
TYPICAL VALVE BOX DETAI W )E HYDRANT TO MAN LINE 2-0" NOTE:
1."SERVICE CONNECTION" PROPOSAL TO INCLUDE SERVICE SADDLE, TYPICAL BORING & JACKING DETAIL W
NO SCALE 'L W/TIE RODS N OF CONC. 45 BEND,CORPORATIONN COCK AND ALL LABOR INVOLVED IN
BLOCKING IN SANNDYDY SOIL. MAKING A COMPLETE SERVICE CONNECTION. NO SCALE O
2.)MECHANICAL JOINT$USED WITH GRIP RINGS 2.SERVICE PIPING TO BE 3/4"SDR-9 PE TUBING U
TYPICAL FIRE HYDRANT INSTALLATION DETAI W 3.ALL BRASS FITTINGS SHALL BE COMPRESSION PIPE
AL� NO SCA`E 6 TYPICAL WATER SERVICE CONNECTION
USING TAPPING SADDLE DETAIL W
DO NOT
IN Box. A PLME TIMCEA IRE NO SCALE 1 3
IN PRECAST CONCRETE PROTECTION RING
SACKFUL L TO EDGE
a
/flrvISHFD GRADE
N
E AT E:
NOTES:
W,PIPE INTERSECTIONS,MULDPLE 1.CONCRETE SHALL BE 3,000 PSI MIN.
W VALVES,RUN WIRE UP AT ONLY VALVE BO% VALVE BOX
ONE VALVE. 2.CONCRETE FOR THRUST BLOCKING SHALL BE KEPI
UP FAIRLY DRY,THUS MAKING THE CONCRETE WEDGE $°
SHAPE MORE EASILY FORMED WITH THE WIDEST
SINGLE 12 AWG SOLID CORE WIRE " PARE(BLOCKING AREA AGAINST UNDISTURBED SOIL
3.NO CONCRETE SHALL OVER ANY BOLTS OR GLANDS. tY tz' Bx
4.ALL PIPING AND ACCESSORIES TO BE WRAPPED
WITH I MIL POLYETHYLENE PRIOR TO POURING art Oar.PAVBuwr
BLOCKING.
d 5.VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN X vAVr.
P.V.C.PIPOINE ON THE THRUST BLOCKING SCHEDULE. vim.
V DOTE VALVE X OR
LC sR M�NO xcn.O.i sP
NTRACER WIRE TO BE WO Y. 4No P<oS p^aoh°b oo oK — cOLVAcIm tO tm HE UR Nrc DExsnY
O UNDERNEATH WRIER LINE _�MWNRY BLOCK -
m TYPICAL TRACER WIRE INSTALLATION DETAIL W p
NO M•,P 3 6"MIN. EuiO
UD­
IT tND�OR'i -1-
1. ExcEss courveTEn BADKOu Pwcm IM
e To BE—RED FROM AN
WHEN =A
Q ' sans S ROR TO THE vuVT Box NO A AEN BPo0 xsBAo 1 OR A'=A VALVE Box AND ArrAOH EAOH IRE wDH A 6" A AccaRorrvcE
X �"rirc o.o.PLus z•Foe Pvcs ores ai a.o.
H—C•-I ON H SIDEEPKSU_ Y HYDRANT TEE
P O' MINA/3 C.Y.AT 3000 P.S.I. PLAN TEES
PLAN BENDS
1�
N RING TO BE EXPOSED PROTECTION RING
Q
z• m " TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL W
GRADE -1 -6N A• _III—III- m T.,. NO SCALE o
Q I_II l IN l l l l l II 1111j j 1111-1 I— II—II II II II II III II II III-1 DF
18"MIN. - 10" 0 OR LESS
V VALVE BDI( 24"MIN. - 12" 0 OR LESS
117j THREAnEn PIPE 90'BEND 46'BEND 221 7 BEND 11 4'BEND WE PLUG
mUPL.S SIZE A B A B A B A B A B C D
VALVE NOT DILY -TAMPB ED 4" 8" 12' 8" 8" E.
6" 6• V89 10" 18' '�, 15' 13' 0 10" e• e• 8• " 12• 1B" •, SN c o` UTILITY DETAILSSHEET I O 6
8• 1s• 13• 10• 10" 6• B• B• • 12• 24^ 2:•c �vITH GRIPLRINS RASS PIPE wPPLEr nw 1p 18 14 10 12 8" 108" 14 26
[CK TO <R upNiER TO BLE BP"A 12" 20" 16" 12• 14• g' 12• 8" • 16" 30• LFOR
iHiEA11 UPPORT O FIRISIED GRADE 14" 22• 18" 14" 16• 10• 14" 10" • 18" 34" 03g7y 9
PIPE NIPPLE VALVE BOX 16" 26• 20' 16, 18' 12• 18" 12 • 20 78 f 12/28/2.�J�= MIDnLE POINT
°� �'•.F,uY M Irv.,
v' MIN 18' PIPE NIPPLE 2'DIA BARBECUE CREEK TWSP. HARNETT COUNTY,N.G.
MDT.VI C.Y.AT 1"P.S.I.
N MASONRY BLOCK 11 FA,II__ ♦tC p�� �1c ENGINEER'S SEAL
Q VITX 2'THREADED PORT No. DATE IV Y 15IOIV
MORRI5 S RITCHIE A5500IA7E5 OF NC,, Fr,
TYPICAL PERMANENT BLOW—OFF ASSEMBLY DETAIL W 0 5/2/2023 OR6INALSUBMFlTAL 816INER5,ARWTEGT5,FlAANER5,51112VEYORSMOL.4D.UGAPEARLHITEGT5
F NO SCALE 4 TYPICAL THRUST BLOCK DETAIL(W I '1/&/2025 REVISED PER NCDEQ COMMENTS JOB NO.: 2I5I4 L.A ■ /A 550 HINTON POND RD.,STE 104
V NO SCALE 2 9/22/2023 REVISED PER NCDEQ COMMENTS 5GALE: AS SHOWN ! ok ' lip + T KNIGHTDALE,NG 21545
DTE-SEE TYPICAL VALVE BOX DETAIL 7J (984)200-203
GOR BRICK INSTALLATION
3 12/28/2023 REVISED PER STATE STORMINATER COMMENTS DATE: 8/2/2023 LICENSE IT G-4I82
S ENGINEER: JMK I WWW.MRAOTA.GOM
DRAWN BY: ER/JM ©2023 MORRSB RITCHIE ASSOCIATES,INC.
J
IT DESIGN BY: PKN STATUS REVISION SHEET:
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E 6 HAND PLACED ——— —— ——
& & L DENSELYCOLPACT£D _————
w BACKFEL TO 1 FT —— —— —
ER eox uo.(SEE w-Ires) cur iRox cur ire°x ABOVE TOP OF PIPE _- —
BEDDEDIRPE PE_
MfNIMUM STONE al!
" 'AEAf orBzS'
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INDICATE0 OREATER1F
Source uxE °vLE aw..=.. amass a
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V TURER NOTE:PIPE$HALL BE BE DDED UP TO
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NERR SETrzR SHAPED SO TTOM OF PIPE WHEN WET AREAS ARE
STONE O D
ex cK suvvoRT xEIERm RE xsrAxEn ".��— bx,a, " TO PROVIDE BE
2a'•O.D.MAX_ ENCOUNTERED
—OR To el nsru�co •.".�'m a^^•^_^^_,^•a,^�•*• w mx eR:cK wvvom ,,.". ALONG ENTIRE LENGTH ,2'•00.MIN..
—ERxRio-swroRr OF PIPE BARREL SANITARY SEWER HAND PLACED
x,�m 1-11 sPE��r,Lo(.aao`....
LR)E. x.Rnc.cxuss seecir x:wcr uxee�sPccinex (0'-8'OEPTH) DENSELY COMPACTED
Ere is�Ko.o�1—„,ER) PIPE LAYING BACKFILL TO T F•T.
RRnszormwczPSHu�Teexmxaacss°ry rrvE .'Tn'— zEP xmcoMox uxs. ABOVE TOP OFPIPE
..uL xRULs n"TxHcs sxeu ReNmuas*sox mE <.ao xreaa rmww swu xE coNPRrssox nPE. CONDITION"A' __ UNDISTURBED EARTH
�14 TYPICALsxTE s
TYPICAL 3/4" METER SETTER INSTALLATION DETAIL/ vu 1 TYPICAL 2" METER SETTER INSTALLATION DETAIL / vv
1" METER SETTER INSTALLATION DETAIL/ rv —""— ELECTRONIC MARf:ER BALLS AT taD'ON
NO m.. 16 PIPE CENTER 6 ATBENOS.MARKER BALLSSNALL
BEDDED PIPE _—•O.D, BE INSTALLED AT 1 In Tor
DEEP.
_ NOTE.MARKER BALLS SHALL BE INSTALLED
5HAPEDSUBGRADE CONCVRRENTLYMTNPIPE.MARKER
SHALL PROVIDE BEARING BALLS SHALL NOT BE INSTALLED AFTER
ALONG ENTIRE LENGTH TRENCH HAS BEEN COMPLETELY
HAND PLACED _ _ _ OF P IPE BARREL BACKFE.LED
DENSELYCOMPACTED _ — — — — In PIPS O.D.
BACKFI.L TO 1 FT.. — — —
RBOVE TOP OF PIPE _—_—_ C 2/'•O.D,MAX
I r.o.D.MN.
BEDDED PIPE PIPE— NOTE.
O.O. Ur2 FORCE MAINS 8•0 AND SMALLER SLUL1.
" xE sox —E— MINIMUM STONE D18x3' HAVE MINIMUM OF X COVER.FORCE
M1,•aEmAx°xw,
EMBEDMENT:AS MAINS LARGER THAN B'0$/NLL HAVE A
INDK:ATED.GREATER IF MINIMUM OF T'd COVER
RE WIRE➢BY
MANUFACTURER .. FORCE MAIN
SHAPED STONE Q�E PIPE LAYING
rD PRovOF BEARwG 2a•.D.D.MAX. CONpITION'E"
ALONG ENTIRE LENOTN 12's O.D.MIN.
OF PIPE BARREL SANITARY SEWER
.IN—RIL—NATCN DEPTH)
PIPE LAYING
CONDITION"B"
4
x.sn` �x.snc
L� TYPICAL PIPE LAYING CONDITION DETAIL S
NO SCAM �6 TYPICAL PIPE LAYING CONDITION DETAILS �
wax ND sGVLP — -
0
0 INNONTITT FFIC AREAS TOP aF RL•ME AND COVER SHALL BE
NSTALLEOATLEAST2FTASOVEFNISHGR 5OR t..11
AT LEAST I FT ABOVE FLOOD STAGE USEA EA.?Q'A»OHOR SOL IS
TO SOLT FRAME 70 SPACUSE ROPE MASTIC SEAL
FORSPACERBE(OR EQUAL)
TYPICAL METER BOX DETAIL FOR 2" SERVICE 9TYPpCAL METER BOX DETAIL FOR 3 4" SERVICE( w1 oYPIICAL METER BOX DETAIL FOR 1' SERVICE / w I rV T. NIKIIE STEPS
OR/VECCETAPHANDPLACEDXOD
53HALL BE SEAIeO
DENSELYCOMPACTED 0.RUBBER ORINO
BACKFILL TO I FT GASKET OR ROPE MASTIC SEAL.
v ABOVE TOP OF PPECEMENTGRDuiuL dONTS
O BEDDED PIPERISERUFUTr DIA.MN.X 7('.,TSLOPE
F SHAPED SUBGRADEARINGD
TO PQOVIDE ENTIRE ENGTH LL MEALS BASEUNIT
ALONG ENTRE LENGTHOF PIPE BARREL /� J�Ir MAN. / / \ \ Ex DOEO BASE( / \ ' BRICK 5 MORTAR ME RY
a1r• D MN FN T� IREDUIaeD OVER,r>
a SANITARY SEWER
(DUCTILE IRON ONLY) W
(01_10-DEPTH) f� MIN
PIPE LAVING REEa, +
CONDITION'C'
MINT GRAVEL BEDDING
N
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q
FRAME&COVER TYPICAL STANDARD PRECAST CONCRETE MANHOLE DETAIL 5
HAND PLACED NO SCALE
a DENSELY COMPACTED —_—_—_—_—_— — c4
NOES:
p BACKFKL TO 1 FT. E DETAL ssa FOR rvP10AL INVERT.
V ABOVE TOP OF PPE
IL BEDDED PPE PIPE-
- OD. x� COVER
p MINIMUM STONE 021 012 I SN OARO
FINISHE06MOE UAENN•EA.aN'ANGNOR ;�0. </
7 EMBEDMENT AS aoLrsTosrccREFHnNEroNANIwLE U`` UTILITY DETAILS - SHEET 2 OF 6
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MANUFACTURER I;PIPE easF cauRSE 7—TEK
039739
SHAPED STONE OD. YMIN SZ Z ,/I��� bOI�A'7
TO PROVDE BEARING2r•OD MLA "x F'•F}'GIE``2 x I_I L— NALONG ENTIRE LENGTH 12'•GO MN. I • � .�OF PIPE BARREL f — I II �•.�Y M.YI.••SANITARY SEWER COMPACTEUFAL coNPACTED EaL BARBEGUE GREEK TWSP. HARNETT COUNTY,N.G.
o� (DUCTILE IRON ONLY) ENGINEER'S SEAL
(1T0'DEPTH)PIPE LAYING No
MORRI5 S RITGHIE A550GIATE5 OF NC,, PG
Q FRAME ENcasENENI SNUL ORI • DATE REYISIO)'LS
CONOITION'D"
O 8/2/2023 OR6INAL SUBMITTAL B161Nf£RS,ARLFIITEGTS,PLANTERS,9URVEY(NZ5 AND LANDSCAPE ARLFIITEGTS
Exc.ASENEwT SNIut NOT SE VscO ` W 0 a` _
F -TaAFNca SAND AsovE CRAOE 9/8/2023 REVISED PER NGDEQ COMMENTS JOB NO.: 21514 1./ 550 HINTON POND RD.,STE 104
IesuurKNw�A I �q KNIGHTDALE,NG 21545
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TYPICAL STANDARD MANHOLE 3 12/28/2023 REVISED PER STATE STORMINATER COMMENTS DATE: 8/2/2023 LICENSE a G-4182
g TYPICAL
L- . /FRAME & COVER DETAIL S ENeINEER: JMK � WWW.MRA&TA.GOM
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Exlsrrcw sioR.M FIFE LAYING
CONDITIONS DESCRIPTION PROJECT USE
0
%. Mx
n•wNC—RANCE FLAT BOTTOM UNDISTURBED NOT USED.
Dl.3ANITARV I 11 I I
EARTH TRENCH, LOOSE BAC%FILL
SEWER _
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FLAT BOTTOMED UNDISTURBED EARTH NOT USED.
TRENCH. BACKPLL LIGHTLY
CONSOLIDATED TO CENTERLINE
OF PIPE.
UNIFORM SIOXE e5] _._._
uNDERerDRMPPEFDRMLCRD35,N� •Il'OE L
TYPICAL STORM SEWER CROSSING
TYPICAL POLYPROPYLENE PLASTIC STEP DETAIL S
FOR SANITARY SEWER DETAIL 5
Ro arras 2� 31
PIPE BEDDED IN 4' MI4INUM ALL DUCTILE
JOB EXCAVATED MATERIAL. IRON GRAVITY
MILE ,RENCN wALL BACKFILL LIGHTLY CONSOLIDATED SEWER LINE.
UOn MANnOlE3 SNOULD BE MADE
roNOE wdwCT,C.01IsLOPETk, SEWER MAW TO TOP OF PIpE.
i ArgE W DIREC4gN OF YnE cNANNEL snAll NOT SE
I SEE X—L S- FOR MICAL MAN—li SIRI,CNRE EXISTINDWATERUNE
TYPE 3
ALL PVC WATER
PIPE BEDDED IN SAND, GRANULAR LINE AND PVC
MATERIAL OR GRADED GRAVEL TO FORCE MAIN.
zFMIN.aEARnncE THE DEPTH OF 1/8 PIPE DIAMETER,
'_ 3 4' MIN. JOB EXCAVATED MATERIAL
COMPACTED TO 4' ABOVE TOP OF PIPE.
\ 111 gEgITARY I1— (APPROX. 952 STANDARD PROCTOR,
AASHiO T-99)
MfsLr�Fr I I1 I TYPE 4
/ 7 n ul
PIPE BEDDED TO ITS CENTERLINE ALL PVC GRAVITY
SEWER LINE.
— — _ _ _ _ IIND1s RSEDSDa IN COMPACTED GRANULAR MATERIAL
I-1 I:---1 4' MIN. UNDER PIPE. COMPACTED
GRANULAR OR SAND MATERIAL TO
,r MW. Ir MITI 4"ABOVE TOP OF PIPE.
LWIFON.—RErs, {APPROX. 95X STANDARD PROCTOR,
IEA WrDF-1E INDN FIFE SNALL SE CENTERED MSHTO T-99j
_R WA,ER LINE FOR ALL OROSSINW. TYPE 5
TYPICAL MANHOLE INVERT DETAIL 5 TYPICAL WATER LINE CROSSING TYPICAL LAYING CONDITIONS DETAIL S
28 FOR SANITARY SEWER DETAIL S No so" 33
32
a
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anw—� LASS WDN VALVE SOX CONNEC-T—ETp WHERE 1.-1 CONNECTIDNISP,ACED
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ENGINEER'S SEAL
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a No. DATE REY151oN5 MORR15 S RITCHIF- A5500IA7E5 OF NC, Fr,
O 8/2/2023 OR6INAL SUBMITTAL ` — , -` B�III�R.S,ARLHITTLT5 PLA, #E 5,EaRVEY�AND LhI056APE ARLHITEGT5
I 'I/&/2023 REVISED PER NGDEQ COMMENTS JOB NO.: 21514 1. 0 J 550 HINTON POND RD.,STE 104
A 1p l I q KNIGHTDALE,NG 21545
Q 2 9/22/2023 REVISED PER NGDEQ COMMENTS 5GALE: A5 5HOWN J
or
3 12/28/2023 REVISED PER 5TATE 5TORMINATER COMMENTS DATE: ------ (9b4)200-2 03
LICENSE e G-4182
S ENGINEER: JMK I WWW.MRA&TA.GOM
DRAWN BY: ER/JM ©2023 MORRISB RITCHIE ASSOCIATES,INC.
J
IT DESIGN BY: PKN STATUS: REVISION SHEET:
REVIEW BY: PKN PRI=LIMINARY NOT POR CONSTRUCTION 2 D2.2
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TOP OF FELL 111 11 FILL----7 TOP OF FILL-----7 TOP or FILL----7 .1 of PILL-----7 TOP OF FILL oy FLEXIBLE PIPE oy
7
< Steel PIGS N-d C...ugat.d Aluminum Pip. <
2 213 x 112 corrugati-
GROUND 'HE R SIOURS LINE P.1CC LINE N
% O O y 2 z Gi...III -.U.C.Vor Maximum
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3� --­­ --- ---- 14 12 a ('D.h..) (ipChG. (Gal 16 1a 12 To 8
FUQO Cry1 01 2 12 21
(iDCh.. ji-h- LOS, 1 6
1� 12 2
COM-AFTER 1S 12 1GE 211 R 12 OR �ZS 11 221 21'�
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PIPE PLACED '-C". 1'1'1'E'.PU�ED H- P!
2 2.11 1 2 :1. 112 1244 �:l 21: Go I
11 Z '1: �'4: 2 21 2 E, I jS
INL.0 To
TYPE 2 -CEMENT UP PLACEMENT CIE -.R
HILL I IOLL FILL FILL 2� 1 E IGO 126 178 24 12 ED 76 108 139 171
ESTE-LE CI.11.111F I.:
7: Top 142 27 12 67 95 12S - ':>
T TODD LEI I I,,JI ILI.I 1 '2 6 US 117 152 30 12
EARTH I.AN 1' 1.1' 13
LT,L'D'."% L.C.I. I.. T I -T EARTH 11
'ISO 42 1 F 70 To 1" 36 S
NOT,L 4 1 E 4: B, 7 1 IS GO 4: 1'2 :�l 7: '
L�LPER PON ED LOT LEBE'" 0" NOT LIXIMD H� FOOT
2. 71' 2 :4Ow
NOT LESS TIA �UG`p 'H' I TMI 0
j jT HOT S 12" A
T LES
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HCON AGN�l 4" o G, ... .. I HAD 0 1. GL EI 12 SO 77 1 DO �Q 4 12
OR, By
NORMAL EARTH FOUNDATION 'R'CT.By NORMAL EARTH FOUNDATION A.DIRECTED BY EN... 69 9 ill :4 46 50 74
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1 1" 2 :2
PIPE IN TRENCH PIPE IN TRENCH 72 1
�2 74 BI 66 �2
TOP OF FILL-----7 TIP IF FILL----7 TOP IF FILL----7 TOP 01 FILL TO,OF FILL----7 111 OF FILL----7 7 72 41
z z 84 :IS z
SE
0 OEI"I FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO GE m
I�ItD_ -Id V- 0 MANUFACTURERS SPECIFICATION. ED
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ONTExTI GROUND LIN Ep RIN.I.S.
I.LINE IN.
It
DR.- CSPP AASHTO M36
u) AASHTO
ME' ED--- XTIIF
HOPE 11.) 2'for 111, �12::DOE! GG" HOPE AA:H I.:1 <
ED z C- ...i.u.fill) 20'for pipe i IS S
ED, AFTER =CT ALL PVC, ACTS F949 or AASHTO M304
1 'UAC
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8 PLA,ED
TO F-
I To
IF
COM�PAAT AFT.. 1.1.11 MIN LUD '1L.E'ENT'.1 uj Lu
IN < ---�-'OD M'TRA.S" 0 PVD (MiIi.u.fill) 2'for pip li:,1:,,. �22:::.,1 31" NOTES:FI LL HEIGHTS SHOWN WERE CALCULATED US ING <
ED
B PRIOR To Lu
PIPE"PLA NET LESS TIAAN :IE'ENT OF
FILL
PLACEMENT 01 L I L.AG-DITED LAS-N.ICT:C (Maximum-1) 30'for pip:d I :t d 361, AASHTO LEFT BRIDGE DESIGN SPECIFICATIONS< OU
I,I.- x PO 16T IIXTH I NOT I"XIHA.E�
TOO LESS T ENGINE I MPACT AFTER Or, , I I BY E IS R
'PE IS PLACED
I T ILE PIPE IS PLACED
N�' 2= N A < IL < IL
E F FRI G" IN.I.C. A IOR I. PERTFOOT'D H1 1'MINIMUM COVER FOR ALL SIDE DRAIN PIPE
No AD LESS 'M 21� FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE IN
ROCK FOUNDATION 101 NOTE LESSNI" C,LL IT .1 ORE rn LL E 6 ACCORDANCE WITH THE STANDARD SPECIFICATIONS GO LL
NORMAL EARTH FOUNDATION THY, 2AU TV UNSUITABLE MATERIAL FOUNDATION FILL
01 NORMAL EARTH FOUNDATION ROCK FOUNDATION NOT NMO THAN 14" UNSUITABLE MATERIAL FOUNDATION TO IN BOTTOM OF THE PAVEMENT STRUCTURE
PIPE ABOVE GROUND PIPE ABOVE GROUND
GENERAL NOTE. o o IINUCAI NIT11 o o RIGID PIPE
NER I V I NE I HAS < NOT OF ERATE HEANY EOU'PM ENT OVE'ANY P'P I CULVERT UNTIL IN E P'PE CILVERT HAS RIP - (Minimum-1) 1:for Class IV E GLASS V
I U I
I.I. III M111111 IOILIOITAL IISIIE CIIIETEI IIMEHGIOI. 1OEOPRpPE_E CAY EEO,'AGNC0 OE E SANYTHAT LEASTIT FEET OF APPIOVEDUMATER AL SA, LL 1 0= I.I. TIE 1-Ul 10112CITAL IIIIIE DIAMETER IIMENGIOI. EEO PROPERLY GCNFILLEo AND COVERED WITH AT LEAST 3 FEET 01 APPROVED MATERIAL
DE 1- DE 2 for Class III&Cl...11 0
0.1. 111 MAXIMUM IOIIIONTAL OUTSIDE DIAMETER IIIINGIOI. SPIIIGIINE OF PIPE D.C. THE MA.OdU.HORIZONTAL OUTSIDE IA.UTIN DIMENSION. .1.1I.LINI OF PIPE REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS DE
ARAVETAID11FL.GIIENGAINCI S III OR CIARA 1�,TYPE I Lu IEIECT.IAC1.U_1TERIAL CLASS III OR CIA.11, Lumum till) G­ II pipe RIP -AASHODD M170 LLJ
GE PRI L,E.
VE IIINT.' rE rm
AIUNG'THE'P:.. PIPE TO THE TOI I T�1H.E�."ILHLE'E!'H'pE F."THRE'l.VPE'TF ELYPAPEA1'.y THE DLOW PR'N 2. 1.::
01 THE EIGAN HRENT AT THAT POINT. 01 THE EIIAIIIEHI AT THAI POINT. z-Class IV Pipe
APPROVED STITIILI LOCAL-ERIAL. AIII-I 111TAILL LICAI MATICIAL AIIVI IPRIIILINI. G -Gi...V I,.
LANE CARE TO FULLY COMPACT HAUNCH DONE 01 PIPE SAI11ILL. INCIGUIR.E.EARTH MATERIAL TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE SACKFILL. UNDISTURBED EARTH MATERIAL (For fill,1 40'&1 80'US,LFFD Direct DO,Big,Method) NOTES:FILL HEIGHTS SHOWN WERE CALCULATED USING
LOOSELY PLACED SELECT MAT ERAL CLASS ..OR CLASS Ij TYPE I SELECT RATE"AL""V OR"FIR FOUNDATION IINUIT CNING.ENCAPSULATE 1.0..LPE1ADDN.1ELLITVE`A.E.TA.LNC.LAR'.T"1'.0'IFAL'�B PIPE'TYPE I I AASHTO LRFU BRIDGE DESIGN SPECIFICATIONS
101 PIPE BIDDING.LEAVE SECTION IIIICTIY ,DEATH'�P 'TH TYPE, E.TE.TLIE AD DIRECTED By THE ED...EEG SELECT UT�E'.A.LTULAISUVAT 111 1*1 FIUNDATIIN.IIN.11,TIDIINC.ENCAPSULATE
INIIIIANTII AD PIPI BE TIN.AND BACRIOLL ILL 1111"PAITEI AS PIPE REATIOD AND EACRIILL ILL ,Tm YE 'RECTUD BY THE IN I FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE V MINIMUM COVER FOR ALL SIDE DRAIN PIPE SHEET 3 OF 3
ACCOMPLISH
COMPACTION.
ACCOMPLISH COMPACTION.
300.01 TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 300.01
VARIABLE �VAIIAILE VARIABLE
DRIVEWAY WIDTH A_AY WIDTH ONDRIVEWAY WIDTH O'S
C.,ORSLOPE VARIABLE D- J-
LE SLOPE < OR FL <<9
FLATTER ELOPE
z
ED
EEEEEEEEE
R EDE
CRIVEWAX PIPE DRIVEWAY FIFI 0 % 0. -
TRAILING APPROACH CEZ- TRAILING APPROACH ISE:
�'E7 3= w FUTON�Z
W�6 �0
DRIVEWAY PIPE TYPICAL SECTION x ROADWAY CROSS PIPE TYPICAL SECTION x z W DRIVEWAY PIPE TYPICAL SECTION ED: z
END TREATMENT DIMENSIONSNH-WOJ
DOH< a <
OONaQ[ S
3"-B-1 OR"A z GLUTS 3" VARIAB D L I IN THICK. GAGE
6 611-9� . i T ---- 6 -:5 ----LIEL!LqE, REINFORCED EDGE
SLOPE C-ED 4 FULL LENGTH OFFEND
--------- 6" MAX. 15" 2'-6" V-9" 16 MIN.
6" MAX. 31 6" MAX. 1 JOINT ED SECTION AND TOE PLATE i", 4'-0" 2'-0" 1S ED
A JOINT FILLER I D.....B A Al FILLER -----Bj 6" MAX. 4' 6 2!';FLATTER SLOPE24" 7'-0 2'-6" 16 MIN.
D
L 3 6
L 6" 1
L 2T Te PIPE b L _Tbj PIPE`�'
TT z DO
zfi�EU m
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0 I -TOE PLATE PIPE FITTING RE.UIREDTO
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SIDE VIEW L SECURELY HOLD SE U- z
0 SIDE VIEW 0 CD L'L>j
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`3 --------- ------ ---- u)m, ISOMETRIC VIEW z JE-- ---------- DE CD
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END TREATMENT DIMENSIONS DO END TREATMENT DIMENSIONS GO PLAN VIEW
< < ED
D L w TS Tb Te A IS D L W Ts FIG Te A 3
<LL
n 15" 7'-6 19" 4" 4" 61, 173X4 2137�8 DO
rU NOTES: 18 6'-0 23" 4" 4" 6" 211/4 25" NOTES:
Q� 1-87 1. CONSTRUCT PIPE END SECTION USING#4 DEBAR SPACED 9" 1 CONSTRUCT PIPE END SECTION USING#4oREBAR.SPACED 9"E 6" 277�8" 32" F
1 9'-0 23" 4" 4" 61, 211/4 251, WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310. 24" 8'-2 30" 4" 4' EACH WA AND MEET ALL REQUIREMENTS STD SPEC. 310. LL
�i 2. EACH
-Z4 7 61, CHANTER ALL EXPOSED CORNERS S,4". SHEET OF 1 2. CHAMFER ALL EXPOSED CORNERS 44 STEEL END SECTION SHEET 1 OF 1
12'-6 30" 4" 4" 277�8 32"' 31"
rN -- .02 30" 10'-4" 37" 4" 4" 6" 33-5,8"
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END TREATMENT DIMENSIONS So
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FULL LENGTH OF END 18"
SECTION AND TOE PLATE 2'-8 1 2'-0 16 MIN.
4' SLOPE -T47 4'-8" 2'-6 16
O 6" MAX. -307 6'-8" 3'-0" 16 MIN.
4 LL
L 6 1 D
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11 PIPE FITTING REQUIRED TO
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wi WILL MEET THE REQUIREMENTS OF AASHTO M-218.
CIL ENGINEER: JIUK NNI/I.MPA&TALOM
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* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY q 2 GRATE 8 H000
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FOR IN ACCORDANCE WITH SPECIFICATION SECTION 636. 4 U O m m o: '.e AS SROxN ON STD NO sa0 00 H U O 3 o
USE 4000 PSI CONCRETE. F2�Zy'-'j 6 6 FZHF=FZ,-y
FORPROVIDE ALL EINFORCING STEEL WHICH MEETS ASTM A615 WALLS AND BOTTOM SLAB. OVER (n¢[y O J ® O)F�Jy O'L
FOB GRADE 60RAND WELDED WIRE FABRIC CONFORMING Z O 2 SE a WALLS ANN BOTTOM SLAB. ADJUST O O N R - R - o o N
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AS LONG AS THE SAME AREA OF STEEL IS PROVIDED. TOP ELEVATION
* CHAMFER ALL CORNERS 1"OR HAVE A RADIUS OF 1'. --e-- --
m FRAME GRATE AND noon STEPS _
8"O.C.(TVP.) SEE STD NO 640. $ D, - 3' DEPRESSED GUTTED LINE
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REFER TO CHART 6 _ ,r IVI
FOR BAP SIZE a ---
FOR eaR sxzE xT S rI.MINIMUM BAR SIZE SHALL BE#E BADS J r --'--- PLAN OF TOP SLAB SECTION S-S
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¢O r 6 T SEC7IOoN e J "�R-- Q W x 1''�" ¢ W =
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2.0 #5 @ 8" 1.50/2.50 4.00/4.75 1.75/2.50 4.00/4.25 7.50/8.26 Y F SEE NOTE WHERE SECTION PM-Ms USED y D:i� SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES Do Q N
2.5 #5 @ S" 2.50/3.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00/11.50 Q co U, ERE 30 TO 36 PIPE Is USED a2 To sa [PE I Q 0 ¢
�+ R,SER xT = MBx3xOxS Ax0 pOnxrxnBS FOR CONCRETB CATCx aAS[xt SASBO Ox Mix.xB16xT,x, x x0 RISEN• 3 =
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SUPERELEVATED SECTIONS
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SECTION A-A I _J ye
TYPE F
w R SECTION - RR SHEET 1 OF 2 TYPE G SECTION A-A SHEET 2 OF 2 SHEET 1 OF 1
F x000 ELEVATION 840.03 840.03 840.25
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ENGINEER'S SEAL
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a No. DATE REY151oN5 MORR15 S RITCHIE A550CIA7E5 OF NC, Fr,
O 5/2/2023 0R6INAL SUBMITTAL ` - - B151N3=R5,ARLMTEOT5,MA#ER5,SURVEYORS AND LANDSCAPE AROHITEGT5
I '1/&/2025 REVISED PER NGDEQ COMMENTS JOB NO.: 21814 L. 530 H NTON FOND RD.,ETE 04
O 2 9/22/2023 REVISED PER NGDEQ COMMENTS 5GALE: A5 5-HI .4 IF ffk'W qwp KNIGHTDALE,NG 21545
3 12/28/2023 REVISED PER 5TATE 5TORMWHTER COMMENTS DATE: 5/2/2023 (98 E 200-2 03
LICENSE 00-22
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JL DESIGN BY: PKN STATUS REVISION SHEET:
REVIEW BY: PKN PRELIMINARY NOT POR CONSTRUCTION 2 D2.4
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GENERAL NOTES:
o z 0
y OPENING SHALL BE 'L'OF'W'+1'-O" NOTES:
F> * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS gEOVIRED II. .1I F> INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. p
—1 2" CLR. TYP. Q¢ Q¢ STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED F->
#4 REBARS z F 3 STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.13, pq gEBARS - ¢F THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. Z Q
'0 E #4 REBAR$ tDL ¢ U 840 14 840 15 840 17 840 18 840 19 840 ENTERS z x U x U
x z * 840.27, 840.26, 840.31, 840.32 AND 840.41. o,'.'. CO i z LLO Jo i
0o z
z INSTALL PRECAST DRAINAGE STRUCTURES AND PAY U
THE PATTERN OF THE ¢¢w x - #5 BARS ¢
0 o L o`. Q U x O cry FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. 9 OPENING
N KNOCK-OUT.mQ+ H * STEPS F- Q
3" PANELS ARE SHOWN t~nrLLzow DO NOT PLACE PRECAST DRAINAGE STRUCTURES SECTION 'C-C' y�LLow 1" T ;,� F_x�zw
.�3, a ¢ FOR ILLUSTRATIVE e"::,:o::°'v p.+¢ UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. p Q U W
> > O (n pE #5 BARS O to \ O Q
PURPOSES ONLY. 'D' z ..+ USE 4000 PSI CONCRETE. C 0 OPENING C
3 #5 KEBABS 12"Iv 3 #5 KEBABS PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR �+ �m z
CENTERS (TYP.a 12"CENTER$2. o� o'0000 v o GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064. o o w o
. WAFFLE WALL
LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WA
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE _
SECTION 'A-A' SECTION 'B-B' TO 15'-0". PLAN SIDE
'L' + 1'-0" D * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6" 'L' 6" ELEVATION
PLAN SIDE
B W OSHA STANDARD 1926.704. ELEVATION - vF
PLAN TOP SLAB W
1"MIN, R * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE R
_ v CLR.(TVP) Q 7 REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES x m
A #4`R BARS A� C o 1"MIN. C O SO THAT PIPES ENTER THROUGH THE O a
CLR.(TYP) � WAFFLE WALL ISOMETRIC VIEW tl w KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH CORNER CUT DETAIL LL � W W
0 3 4x4 WaxW4 z J THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF :. z ¢ ` _ ,'-0" 1aYz" U N
¢ (SOLID WALL BOX) CAST IRON CAST IRON z
—WWF (LAP #5 KEBABS @ 12" H T+ WALL IS PROVIDED ABOVE THE HOLE. f w
z F WVYF 6" ON- CENTERS (HORI Z. 3 Vl o y O ELEVATION ELEVATION " W
TO REBARS)) &VERT. ¢ J * ALL ELEMENTS PRECAST TO MEET ASTM C913. B" 'L'D, R'w' ,_e" cc
a
W * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE ICI W z o F
s 7 0 1yJ NO
USE WI H
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#4 REBARS Q 1�"
4'X 4'&LARGER CS C7 OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
DRAINAGE STRUCTURES Q 2 1"CLR 0' 6"CENTERS ro Q
io ' :. * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH ^„ #6 BAR OR ¢ on
TYPICAL) #q REBARS = ' ¢Z W = ¢
6' L 6" D ;Y.. o, z M p STEPS AS DIRECTED BY THE ENGINEER. :. 1" s"cErvrERs .F,,�� O N F- 1" e�q" = 1i \ #B BAR p
WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW a Q Q WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CLR r Q Q Z f m �„ GA 'D. Q N
6" 'L' 6" 6" 'W' 6" AS THE SAME AREA OF STEEL IS PROVIDED. W C J �� :� - ;\v h W
J SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PRECAST RISER PLAN PRECAST RISER DETAIL > < 1 >
a H p BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21 A, a F w Q Q
1" MIN. CLR. 1" MIN. CLR. O fn N AASHTO M-198, TYPE B - BUTYL RUBBER. o N w PLAN T POLYPROPYLENE p M
a Q ¢Q SIDE PLASTIC Q a
4x4 WaxW4 _ "Ovv v ° v O LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR p cD Lg" SIDE
o _ WWF LAP .°p r...'..°o':.'"-Op.'v'v `'o.'.'..o ¢C1 ¢f..> - ELEVATION ¢CC
axa waxwa ( W DIMENSIONS OF 5'-0" X 5'-0". °#`>'°'p W LB" PLAN ELEVATION CC
WWF LAP WWF - WIN
6" ON- a * o°,a v.'°: = COMPOSITE
( a TO REBARS THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING
6"ONTO REBARS) I �+ ) '-' `vD eo�'e"'oD.�Oo''o.o°. o `pD.e vv'o d REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE CL
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>S� #5 REBARS SIZE WHICHEVER IS GREATER. 12" �F 1l'_L1L1L1L1L1JIJ'I-
#5 REBARS 12" p. 0 12' CENTERS * USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
CENTERS (TYP.) TYPICAL REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW ELEVATION #3 DEFORMED 12" _ DOT NOT USE IN
0 o STEEL ROD SANITARY SEWER MANHOLES. SHEET 1 OF 1 CTIO�''"'��'�'''� SHEET,of z OPTIONAL JOINT DETAILS SHEET z of z SECTION A-A ELEVATION $40.66
SECTION 'C-C' SECTION 'D-D' SOLID WALL ISOMETRIC VIEW g40.45 840.45
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�:• , •.. :, UTILITY DETAILS - SHEET 6 OF 6
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ENGINEER'S SEAL
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a No. DATE REvisiors MORR15 S RITCHIE A5500IA7E5 OF NG, PG
O 8/2/2023 0R6INAL SUBMITTAL ` — lb -` E 4571 ,ARWTECT5,"#ER5,aRVEYORS AND L405GAPE ARLHITEGT5
I '1/&/2025 REVISED PER NCDEQ COMMENTS JOB NO.: 21514 1./ ,a A 550 HINTON POND RD.,STE 104
w sk .4 lip lk'W KNIGHTDALE,NG 21545
O 2 9/22/2023 REVISED PER NCDEQ COMMENTS 5GALE: AS SHOWN )
3 12/28/2023 REVISED PER STATE STORMINATER COMMENTS DATE: 5/2/2023 (98 200-2 03
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