SWA000167_Plansheet - Misc. Detail_20220912

DocuSign Envelope ID: F5CO2CC2-051F-4lA5-B503-6F8lA4AODDCO
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DESIGN CRITERIA:
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I- mind Design Speed,.11115 mph ('pressure adlustedforheight dtametet shapes eta)
2_ Allowable bearing pressure: 2000 psf
3- Allowable lateral passive pressurec1511 psf
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,.� STANDARD T.O.Y. STREET LIGHT NotTmSrA- x242.04
INSTALLATION DETAIL RASION ,22AM
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2" MIN. S-9.58 BITUMINOUS
SECOND "PATCHING" CUT SEAL JOINT WITH PLANT Milt - COMPACTED
FOR PAVEMENT REPAIR/ EMULSIFIED ASPHALT
PATCHING (NOTE 6) (CRS-1) 6" 925.DC COMPACTED
EXISTING PAVING FIRST "PAVEMENT OPENING
SECTION CUT' FOR PIPE INSTALLATION
I I I I
I I t'UT PAVING HERE I II II 'I II
z FOR TRENCH
JL CL' Ld
Ld
m J cc RE -CUT PAVING HERE
a I FOR REPAVING
~ w 1'- 0' 3) PIPE 11- 0"
m MAX. MAX. I
' I SELECT TRENCH FILL OR FLOWABLE
ILL CONCRETE NOTES 2 do 5
I ( )
SEE DETAILS ELSEWHERE
::::i ::
FOR PIPE BEDDING
PIPE DIAMETER
LESS THAN 14"
12'
14' TO 35'
18°
MORE THAN 36"
24'
NOTES:
1. Pavement repairs shall Have 1I"' compacted B25.0C and 2 topping of Sg9 !13 man. Compact to min. 921%
Maximum Specific Gravely_
2. Trench is to be back filled in W Ma and compacted to 95PA standard density as determined by AASHTO test
..method T 99 or ASTM D698 before pavement repairs are made. No excavated fill to be used for backfill. See
detail 631.fz11_
3- Compaction test may be required at request of inspector-
4 AM exisbrig, Town aver streets and secondary roads tvilicll are open cut to install an must be repaired
p � p any ��. R
according to d is detail-
5. Fiber optic & gas: #57 stone or flowatile fill mete oninimurr 30 psi) but mil B" compacted class H or 111
efindion to section, 0�5 - paragraph 2 71-11 off Specs) fill overtop of fiber optic tic cable or as i
(D p ) p p g p pe
5_ )Existing pavement to be saw cut Provide a smooth uniform pavement cut without jagged or irregular edge.
Z 1f paying- is not done immediately, fill final IV with ABC until ready to pave patch-
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t FULL DEPTH ASPHALT REPAIR Not Se 4111-10,
DETAIL FOR UTILITY CUTS t
Detals Provided by APPIAN Consulting Engineers - www_appionenglneem.corn 11/13/2d19 - 5:14:40 PM
NOTES:
I. Sidewalk and curb to be NCDOT Ctass, A days air entrained concrete_ Sidewalk to be scored every 5 It with
1117 expansion joints at 30 ft intervals_ Provide non -slip fintsh. Concrete sidewalks to be 4' except thickness to;
increase to fi at all driveway crossings and for a distance 5 either side of the driveway Place VT expansion
joints at junction of a and fi sidewalks.
2_ Maximum grades and uK valves for sheets shall followNCDOT guidelines for the Piedmont area (rolling
topography)See T-Q.Y, Municipal Street Design Manual,, Tabfes 2-02 and 2 03-, respectively.
3 Ali pavement thickness` shall generally be confirmed by a geotechnical investigation and report_ However, if a
developerwtshe%hemay design residential! streetsusingi a subgradeCBRone standard deviation totheleftof
the average of all CB'R's determined by geotechnical reports thus far- li in the opinion of the Towift
representative, soils appear weaker or have inherent problems such as a high mica content, the services of a
geotechntsall engineer shall be required in any case for thedesign of pavements-
4_ Electric service will not go, in until street section is graded at final and approved.
5- The, Town Engineer shall require a 1' overlay over any segment of street to which there are 3 ormore trench
failures, utility cuts., egregious imperfections or patches per 800 foot ofstreet. If final surface is alreedjr placed
it must be milled down so as not to encroach into the gutter pan_ A trench failure shall be defined as a
depression of 10 or greater at the deepest point over a trench width- Extent of length of resurfacing shall be
as determined by the Towvn''s Engineer.
6- rime limits for completion of firnprovernent zee section S of the MOM- Munictpal Street Design Manual
raw111S� 1ASaAhi6 PS7_B
TOWN of YOUNGSVILLE N.C.
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4, I TYPICAL STREET' CROSS SECTION NRt10 2401.0
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RAD' i RAD.
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2'-6* CURB AND GUTTER
(STANDARD)
24-
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4
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2'-0- ROLL TYPE GUTTER
(SPILL)
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18' EXPRESSWAY
MEDIA CURB
(STANDARD)
ILLS TO1d11L11
1��ZULVGSV N.C.
IR US, PASouM I'R.S�_Box 19D
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CONCRETE TESTING REQUIREMENTS:
Irtil>Ial tmt
The initial test (from first madpmix truck) le to be taken afferthe second yard is dispatched from the mixer and is tc
consistofthe followings
1_ One slump test
2- Pulp, prepare and store 3 cylinders onrsite for 24 hours-
3_ Temperature
Subsequent Tests
After the above tests are pulled from the initial truck, every 5th truck thereafter is to be tested in the same r^ J
as noted above_
ASPHALT TESTING REQUIREMENTS.,
Compacflon:
Testing for asphalt density is tofbHowt COOT'StandardSpecificationsforRoadsand Structsuee,5ecti�,r.
609-7 "Field Compaction Ooa62y Controls and Section 609-9,'Cluality Assurance latest revision.
Thickness:
The rnlnimurn frequency of coring for thickness testing shall be on the basis of test sections consisting of not
msample' i '
ore than 1500 linear feet oflay down width, exclusive of intersections and irregular areas. The test s to
y g
be a 6-inch cored sample. The sample is to be numbered and logged for identification purposes.
Contractor's Quality Control System):
Follow NCDOT "Standard Specifications- for Road's and Structures", Section 609.4 "Contractoes Qualify Control
Personnel RequiremenW and Section 609`5b °Contractor"S Q1laGty Control Field Laboratory Requirements," latest
revision.
Mixture and Job Mix Formula Adjustments:
Follow NCDOT'Standwd Specifications for Roads and Sttucturea. Section 609-3.'Field Verification of Mixture
and ,lob Mix Formula Adjustments!, latest revision°
General
All other applicable sections of Section 609 of the NCDOT'Standard Specifications for Road's and Strictures" shall
apply relating to Quality Control Plan, mix design, control limits corrective action, equipment and measurement.
Testing- Cost'',
Project: Owner is responsible for cost of testing-
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TYPICAL STREET CR�S,� SECTION
(NOTES" F&VIS1ONDAB1= SHEEr�
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Details Provided by APPIAN Consulting Engineers - www.applanengineers.com 11/13/ZMB - 5:15:ou PM
SURFACE OF
•. RIGID PAVEMENT
'- 1/6' RADIUS
a ' `•'• . 3/6" X 1" DEEP
>, : ., ':. GROOVED OR SAW
�.';. « ' JOINT TO BE
• "' ;FILLED MATH JOINT
PROPOSED CURB FILLER (EXP. JT.);
do CUTTER :.. AND SEALER
PLAIN BUTT JOINT
LONGITUDINAL PAVEMEMTT RIGID
PLAIN BUTT JOINT
TOP OF CURB—
URB APPLY JOINT
SEALER TO TOP
1/6" RADIUS SURFACE OF GUTTER
1/6' RADIUS SURFACE OF GUTTER
71.
•.' 1.
+EXPANSION JOINT...
••-1 /2"
TRANSVERSE EXPANSION
,JOINT IN CURB AND GUTTER
NOTES:
Contraction i s. Min. joint spacing a 0'
1. �acLo joints shall � placed at 110° intervals. 3 p g, t catch basin �t�+-uu shall be F. Where 11
curb sections are required to be removed, either remove & replace the entire joint or sawn cut & dowel
minimum of T of curb to the next remaining section-
2. Joint spacing) may be attered if required by the City' Engineer
3_ Contraction joints may, be installed by the use of templates or formed by other approved method's_ Where such
joints are not formed by templates, a minimum, depth of 1 lr' shall be obtained.
4. AIL construction joint'. shall be fined with joint Slier and concrete joint sealer. See specifications section 02400.
I
5_ Expansion joints shall be spaced at 90° tntervaivr, and adjacent to all mol-d objects,
6_ Concrete to be PICDGT Class A' concrete minimum except Class AA for machine formed Curb & Gutter
7 Seal joints before backfilltng or performing adjacent operations.
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DETAILS
4.=. }; UTILITY PLACEMENT SCHEMATIC �To� 2401-o�
(CURLS & GUTTER STREETS) '� ` I
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2'-6'
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BEGIN ROLL CURB _
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SECTION A -A SECTION B-B SECTION C-C
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TOWN of 'I�If .:11l8,
UNGSVILLE N.C.
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MINIMUM REQUIREMENTS
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NOTES;
When so, required ar prapose+d bythesubdMder,
el-teys shall confann to the faI%ing,
"
1. Property line radius at inter 'ons ,.-,-.....2Q
ft;
.P
2, Minimum ra elks to centerline when deflection awl to of more then 10 degrees occurs.... aa,85 iLe
3, ferment radius at intersecting street .... .,,--20 ft,
4• YDO for
S 5
See Ater requirements,
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GARAGE /
CARPORT
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1. 65,' Radius to back; of curb & 75L radius to right-of-way lire for industrial parks or where high truck traffic is
required-
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INTERSECTING STREET 49' MAIN STREET
OR DRIVEWAY 24' 24"
ASPHALT S11EtFACE 2' FLOYr,SP}jAL3 RFACE•
rya` LINE
7.
AGGREGATE BASE
MIN. 6- THICK -' ' �Wffff-,I'
COMPACTED CABC
SECTION
S. /, • . • , , ; •. 1 .. .,. • NCDOT CLASS "A"
CONCRETE AIR ENTRAINED
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NOTES:
11. Centerline of valley. gutter = flowline of curb & gutter.
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TYPICAL VALLEY GUTTER NaToSr� DETAILSCALP Iz402-03
L DETAIL 0 DRIVEWAYS
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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STANDARD 30"
CURB &GUTTER
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TOWN of YOUNGSVILLE N.O.
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`• _` '; . ' •, CELL POLYPROPYLEN
• EXPANSION JOINT.,. r,-
TYPICAL EXPANSION JOINT DETAIL
R/W
VARIES - 5' MIN,
V-0"MIN. (SEE DETAIL 4al.01) UTILITY STRIP
VARIES SEE DETAIL 401.0
TOOLED EDGE (TYPICAL)
4' THICK NCDOT CLASS
1 'A` CONCRETE S/W
12 1) r 12 ® 12 CURB
1 F- ♦ION SLOPE 1 PAVEMENT =
�. -
*VARIES. MAXIMUM 2-1 CUT / COMPACTED UNDISTURBED
3:1 FILL, UNLESS APPROVED SUBGRADE SUBGRADE I I
BY THE TOWN'S ENGINEER, TYPICAL SIDEWALK With UTILITY STRIP
R/W
VARIES - 5' MIN.
V_(rMIN. (SEE DETAIL 401.01) UTILITY STRIP
VARIES SEE DETAIL 4tI O
Ei4lS7ri1(G CR,4fjl TOOLED EDGE (TYPICAL)
'y^
e THICK NCDOT CLASS
z 12 _ 'A" CONCRETE S/W
11 12 CURB
ON SLOPE s 12
PAVEMENT -
r VARIES. MAXIMUM 2 1 CUT / COMPACTED UNDISTURBED
3:1 FILL, UNLESS APPROVED SUBGRADE SUBGRADE I I _III -III -III -II -II
BY THE TOWN'S ENGINEER.
TYPICAL SIDEWALK with UTILITY STRIP
NOTES:
1. Provide 1" deep' tooted transverse: structurral sure joint with 11i r radho at maxfrrlum 94 r o c for
& and 5" wide sidewalks.
Z 11T preformed closed cell polypropylene expansion joints to be, placed at 3(Mr c-e longitudinally
or V and W wide sidewalks. adjacent to curbs when butting existing structures concrete or
7,n 1 y g g b
buildings, and at. changes in width-
3- All concreteto be NCDOT Class W concrete.
13'A. US 1A SOu:1nk P.Q., Box 190)
TOWN �f' �Ol�JNC�SI�IL:ILE N.O.
,ae a z�� ra c 2zsss;
MA S - N(YV1A% .the 47 V - r10N_ aSEV�RHI'flEZ4iYI�1 @FYQUNfnS_ll.li SP4YNO_ARQiSPEt. 4HLY' -9r5 9
TYPICAL CONCRETE SIDEWALK Ha Torafe 2404:45
AND EXPANSION JOINT DETAIL M I
uatans rroylaea by APPIAN LMSUIting tagtneer -
11/1.5/2u1:t - 0:1=13 r■
EX. ASPHALT 8' MIN,
VARIES
2" MIN. S9.59 ASPHALT
12 SEE DETAIL 401.01
1/4 /
COMPACTED SUBGRADE
� I h,*411
SECTION A -A STONE BASE
OFFSET CURB PAVEMENT WIDENING
T T N4 9 SCALE
tgr BACK OF CURL
a
4
SECTION R R
CURB END TAPER
LL
VARIES
DETAIL 401..01
SIGHT DISTANCE n
„ MIN. (TOWN)
TRIANGLE (NOTE 1)
I
,25'R
, r n jIQ'R MIN. (DOT)
50'R INDUSTRIAL PARKS OF
y
CURB & GUTTER
1
t
w
1 . • HIGH TRUCK VOLUME.
.. VERIFY WITH CITY ENGINEER
,
II
Cn
r■• r s r• Y r• r
24' MIN. (NTS)
B'f"
I
ASPHALT
FACE OF CUR
FLARE
I.:.
MIN. i3'-0" OR
[SHOULDER WIDTH
�
(WHICHEVER IS GREATER)'
EDGE OF PAVEMENT
SO' PREFERRED_'
75�' MIN.
�-y-�
EXISTING STRIP PAVED ROAD
NOTES:
1. If intersecting ai Town street refer detail 403'_06 for sight distance requirements- If Intersecting NCOOT
roadway; refer to NCDOT Policy on Street and Driveway Access to North Carolina. Highways.
2- Street jogs prchibitedi, streets jogs with centerline offsets of less than 15G feet shalt be avoided
TOWN of 'ISO l' J N OS' V I L 'L E, N . O. t�U� ��'�; .M `5
'IHNtllIllEZ4MR�@r�'.. 27
YOU
.'UEBIA-N_::....._%tnenotyauoc,�sYiesx'.=.
TYPICAL CITY C&G STREET CONNECTION NET �,.o�
h
to CITY or NCDOT SHOULDER SECTION n � kI
uatans vrovroan by Arum uonmiting tagmeen - www.appianenginwm am 11/1J/Zv19 - a:1=24 rye
SEE SCORING/JOINTING PLAN FOR ACTUAL JOINT LOCATIONS.
IF NOT PROVIDED, USE THIS PLAN AS A GUIDE AND VERIFY
WITH ENGINEER BEFORE PLACING JOINTS.
w : - �. "C" "c1l nBnor"G"
w z
- �- - - STREET
In .r
REO'D EXPANSION
STREET -
"Bnor"Gw
NEll
E"
JOINT LOCATION
MANHOLE BOXOUT
%SEE NOTE 5)-
n�n�r:,Ho
(SEE NOTE 5)
I-
-C"or>,H..
`:'•
*
JOINT PATTERN MAY
VARY SLIGHTLY TO FIT
FIELD CONDITION'F
PARKING -
EXP. JOINT MAY NOT
nDx
BE REO'D (SEE NOTE 5)
IF NOT, PLACE JT, 0-0
0
OR B-B
I. r
trorH
"CorfeHu
IL
Ia sa 2 2
m
nFw wFs O p .`0 .0
o
o L Q t
"B"or"G"
f•.
- PARKING - ` "''
0
/ .•
BUILDING WALL
�.
NOTE 3 NOTE 3
TOWN of YO U N 0311F`l1LLE N.O.
4.
,E
IisEm�rNirlaETlnms�Yata+MSTANDARD, MAt1ONS�
-I�em�auo�sY
TYPICAL CONCRETE
N9t10
_404 1 H
JOINT LOCATIONS GUIDE
REVIS
-�
Detars Pravided by APPIAN Cansuittng Engineer - www.oppianengtneemcam 11/13/2019 - 5:15:18 PM
LJ
R%W ®-15'-r I Ik-25' R/W
S T R EET
I
R Epp R/W
25 Lr 25
I I
GORIER SIGHT \ NI I I
TRIANGLE
SPGHT DISTANCE
I� STREET INTERSECTION
r SPEED LIMIT < 35 MPH = 25' (SHOWN)
r SPEED LIMIT > 35 MPH = 35'
70'
I�
DRIVEi{WA`f' SIGHT y
TRIANGLE i
' In � -
R/W I R/W
STREET
R/W - - - - - - -
SIGHT CNEMANCE
DRIVEWAY INTERSECTION
IN 1A,Su1LdCP-G'..SW 19a
;.� TOWN of 1fO�JN�S�iILLE, N.C.Yo111gsY111e>NC_2Z'a96
N�'.�X1714TNEZaMeIaFYa1LiS'a4YLLLE STAlLIAIa83PECFL:Ar�aN.Y'
ww1Y:t Q Y \ ownofy wigs "
x INTERSECTION SIGHT DISTANCE DIAGRAM tiaToscafe
(INTERSECTION OF 2 CITY STREETS)
uatans r•rawaea oy AvviAn uonsuning Engineers - www.appianenginwmcam 11/1s/Zms - =1=.us r■
1 /2"R
..' . • . THICKENED EDGE
• " SECTION "F-F"
MIN. 1/2 SLAB WIDTH
BUT NOT LESS THAN 10'
rrrrrrrrrrrrrrrrrrrrrrrarrrrrrrrrrrrrrrrrrxrrrrLrrrrrarrrrrrrr
3/18 SAWED JT. W/
BITUMINOUS SEAL CRACK CONTROL
. ; . �- (CON'TRACTION
' ••' . `:•. :•• ;. SECTION "Or -a
Z
r
rrrrrrrrrrrrrrrrrrrrrrrarrrrrrrrrrrrrrrrrrnrrrrinLrrrrrarrrrrrnrr
1r I 1/8r RADIUS
•' ' EXPANSION JOINT
SECTION ¢H-H"
L-4 1
■■■r■r■r■■r■■r■■r■a■r■arty■■■r�r■r■r■■■■nrrr■rr�LrLrr■■Lrr■rr■■.
■
■ LONGITUDINAL JOIi
. ' •. LONGITUDINAL JOINT ■ : '' ' 1 •A.JSEES NOTE 7)
TRANSVERSE �'' • � (SEE NOTE 7)� '::�' �•
JOINT + • ■ ! e
I�jI Ifjl I(jI i` •° ■ TRANSVERSES "
.. : �••.. : �„ ■JOINT ...
- - • ' �. fir: ■ % �,.
5 38 LONG • TYPE H-H ■
CORNERS PLACE IN .• '`' '
TOP 1/3 OF SLAB • s EXPANSION JOINT y •..:; ,': ! •r.
(SIM) ■ r • • e
ACCEPTABLE ■ : ti < •` ti . ; .
ALTERNATE LONGITUDINAL JOINT
JOINT LOCATION
(SEE NOTE 7) •r" .: 4 .. • �. a. ' y'.. �' ".''
■ .. •
(SEE NOTE 7) ■ a i. , :. �. r. .
CATCH BASIN BOXQUT TYPE H-H EXPANSION %
r JOINT (SIM) ISOLATION PAD
■ TO BE 12' THICU,.
MANHOLE BOXOUT
■
■
■
■
■
■
■
■
raUSAOMP-0_H.ox. °TOWI af fDlNO;VI<LLn N.O.�a7_'.
.� .� aSE�mteT•nES4Ym@FYOlaie--�l�srslNQARo::SPE�E1C:n3g2KS 4dlz' f�oa�a%�:^^sYAc.
TYPICAL CONCRETE
NQtlTUsrafe 404 It
'
JOINT LOCATIONS GUIDE '0M)e�°'� `°
f2etot1er,2alg ■ ar 4:
Detars Provided by APPIAN Consulting Engineer - www.appianenglneerscam 11/13/2D19 - 5:15:20 PM Detars Provided by APPIAN
000
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e
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1/2' PREFORMED CLOSED
�.
POLYPROPYLENE E.J.
I
w ``I
6" THICK CONCRETE SIDEWALK
U_
J(MAX.
2R CROSS SLOPE)
6" THICK CONC. APRONCL
PLACE 1/2r PREFORMED CLOSED
CELL POLYPROPYLENE E.J. HERE
VERTICAL CURB
WHEN CROSSING CONCRETE SIDE
WALKS
SCORE JOINT
PAVEMENT
..
3/4r
COMPACTED BACKFILL -
1/2" PREFORMED
CLOSED CELL
POLYPROPYLENE E.J.
MOTES'
1. Residential driveway to be 22' t0 3A' in width at ctub S gtdter (including tapersj.
Z doll concrete to be NCDOT Class X concrete.
8- Curb shall be tapered to finish, flush with sidewak
-
TOWN of YOUNGSV'ILLE N.C.
iSA;USI }ItSalAhdP� H4x _�u
tVSEYiLTHIZF1EZaYaf �Y�•+�_=�yllllES.PIiNUARibSFEOffICeM71ffii�41■;iN
RESIDENTIAL FLARED DRIVEWAY
SCME
MT
.
JUNCTURE AT CURS CUT
�
I
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,POINTING NOTES:
1- Longitudinal expansion jcinfs and expansion joints around pavement level structures will be of the
thickened -ends type.
2- Transverse expansion joints wM be doweled type except where pavement features dictate thickened edge
tpe-
3 Transverseloint spacing, generft shall not exceed the: following unless shown or noted otherwise on the
construction drawings;
PAVEMENITTHICKNESS
TRANSVERSE JOINT SPACING.
LESS THAN r
12B TO 16
ON TO 1(r
15f TO 2(r
MORE THAN1(r
2VTO29
IN' NO CASE SHALL TRANSVERSE'. JOINT SPACING EXCEED
1.25 TIMES LONGITUDINAL JOINT SPACING-
4. Longitudinal joint spacing -
TYPE
WIDTH
LONGITUDINAL
12.V MA)L FOR PAVEMENTS Ur OR LESS IN TIHICKNESS
CONTRACTION
15 MAX FOR PAVEMENTS 1(r IN THICKNESS
JOINT SECT G-G
LONGITUDINAL
REQUIRED, ALONG CENTERLiNEi RLltf lI N OF
CONTRACTION JOINT
PAVEMENTS 1(r OR LESS IN THICKNESS
SECT- 1= IE
WHERE SLAB WlDTH EXCEEDS '12_9
5 Expansion `tints may be omitted with approval of a Leer within pavements 1(r° or more in thickness or
panst I y : Rp � �
when concrete is placed during warm weather. Expansion joints are required at changes in concrete massy
adjacent to structures, manholes and catch basins-
6- Sawed joints are to be made as soon as concrete has gained sufficient strength to retain aggregate against
sawing action, but no more than 8 hours after placement of concrete.. Start with oldest pour first'.,
7 When a transverse or longitudinal joint falls within 5 ft. of or contacts basins, manholes or other structures,
shorten one or more panels either side of opening to permit joint to fail on round structures and at or between
comers of rectangular structures-
8- Pavement Joint Sealants -
For areas not subject to fuel spillage - Use WR Meadows 'Sof-Seaf _ Where a Fighter color is desired with
good puncture resistance, use W R M'ead'ows "Pourthane". Use backer rods or "Ceramarr foam expansion
joints as applicable-
For areas subject to fuel s ilia e - Use 1111R Meadows' ealL t Poly -Jet Lde joint sealant with approved
1 P g
tih y 1 pp
backer rods and expansion joint material or, an approved equal.
9.,.. Expansion jcintmatetial to be Nomaco Nomaflex preformed ctosed�ce111 polypropylene foam planks or sheets -
TOWN vtisoWlid'P-Q..mx;19�
TIC?WN 4f �Ol�JNC�311�IL:1LE N.O.
c , Y • ,�" __MfNN
L�lZ�
T4d@FY4MifSVI LC STAMLL/AYSPEC CA7O9MH$o[
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SCALE R£RAlLL.b
t•1aTosede Z404-10
TYPICAL CONCRETE
JOINT LOCATIONS GUIDE "Qeftff'2-" s11�r
tletotier 291� 4 � 4'
lean - www.appianengiineers.aom 11/13/2019 - 5:15:27 PM
A 1 1/2- DEEP CUT SHALL
BE MADE PERPENDICULAR TO
BACK OF CURB AND THEN •:'
PARALLEL WITH GUTTER LINE .;. '•' ..• t
PORTION TO
BE REMOVED
• ,.•,.•'.•. 1 QEEP
..;'•'�... '• SCORE
' ...•
A 1 1/2r DEEP CUT
•
SHALL BE MADE
• i
PERPENDICULAR TO
::�.
s •' .
BACK OF CURB AND
e.
• ..� ; ; . .:
THEN PARALLEL WITH
:
,
GUTTER LINE
•
•.''; •.. ••
,,;.•~
'
. 1 1/2" DEEP SCORE
♦ .
STEP 1
N.
�..
•
*'
SAW CUT TO BE LOCATED NO
•
CLOSER THAN 5' FROM A JOINT
•d ':
•° +
OR REMOVE TO THE NEXT JOINT
PORTION TO
BE REMOVE[
BREAK Coy 45' ANGLE
1 1/2" BEEP SCORE
Ir STEP 2
TOWN of �OU�NE�S�ILL�E, N.O.
USEMMIM TOM OFYOUNMLLLE STANDARD SPECE1CMIONSONLY'DELM
i;%tUS' TA.SnfA■IP_t1! Half 190
Mf�X1A�:iaJ�fyafDj�YlE or r,
STREET CURE OUT FOR.
Notrascaie
IV
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-
DRIVEWAYS ON OS,G STREETS
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8' MIN. CROSSWALK
RADIUS SEE NOTE 10
VARIES
FOR CROSSING
INTERSECTIONS
LOCATION OF DUAL CURB RAMPS,
PEDESTRIAN CROSSWALKS AND
STOP LINES FOR TEE
INTERSECTIONS
ISEE NOTE 17 -
AADIUS VARIES
FOR CROSSING
INTERSECTIONS
DETAIL SHOWING TYPICAL LOCATION
OF SINGLE CURB RAMPS,
PEDESTRIAN CROSSWALKS AND
STOP LINES FOR TEE
INTERSECTIONS
STOP BAR -
RADIUS VARIES
8' MIN. CROSSWALK
SEE NOTE 10
8' MIN. CROSSWALK I
SEE NOTE 10
FOR TEE
z-SIDEW LK-' i-SIDEWALK- : INTERSECTIONS
DETAIL SHOWING TYPICAL LOCATION OF
SEE NOTE 16 CURB RAMPS, PEDESTRIAN
CROSSWALKS AND STOP LINE'S FOR
=�~^ ti-SIDEWA TEE INTERSECTIONS
PROPOSED CURB RAMP
::-SIDEWALK-
NOTES, i„ ... PROPOSED OR FUTURE SIDEWALK
1_ Refer to "Curb: Ramp. Notes " Detail J " for additional ramp notes_
Y,r UStL4S0M1F'P�_1II=19a'
TOWN of YOU N OSVI LJLE, N.O. Ylb1[1�5YLL' 11�87
I13EYYTr1il'LI�r42Nn _ . _ _ _ -.. �.31'AILLIYaSSPE�F,�A.n�NS.ONLY' rnvfer townorvo�y(�.a[Q
�A� 1a>_rAs:a
AMR Na, To' x405 01
STANDARD CURB R
PLACEMENT DETAIL REV13 012 1 n
42ttQne[ 2814 >I
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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DocuSign Envelope ID: F5CO2CC2-051F-4lA5-B503-6F8lA4AODDCO
3
r
Detals ProWded by APPIAN Consulting Engineers - vmwApptanengtneersaam 11/13/2019 - 5:15:41 PM
NOTE: A PORTION OF ONE OR ISOMETRIC VIEW
BOTH RAMPS MAY EXTEND
OUTSIDE THE RETURNS
MAX. CURB RAMP -RESIDENTIAL
SLOPE = 12:1 EXPANSION JOINT
MAX. TRANSITION .. 4' x CURB RAMP WIDTH (4' I r
SLOPE = 10:1 a MIN.) LANDING REQUIRED AT "A ')
AU
' 0TOP OF EACH CURB RAMP �• C J
s... • '.: �. : '' ' PC CIF
k�
ex4' MANEUVER[
6" MrN, NOTE 18 PAACCEW K
CIRNOTE 314�
FULL HEIGHT CURB
SEE SECTION B-B BELOW w m
4" THICK W-O" MIN.) 6' MINIMUM wU
CONC SIDEWALK 12:1 MAX SLOPE CURB RAMP v VERTICAL CURB,
L< DEPRESSED CURB
.
ADA DETECTABLE 2 FOR CURB RAMP
WARNING DEVICES' NOTE 18
EXPANSION JOINT 12:1 MAXIMUM SLOPE
PAVEMENT
..•
•1
I
I I
COMPACTED BACKFILL A-�
r
1._ FULL HEIGHT CURB BETWEEN RAMPS
VARIES PER RADIUS OF CURB RETURN
BUT NO LESS THAN 2'
DEPRESSED CURB DEPRESSED CURB
5°-tJ' 4'-0" 5°-0' S'-0. 4'-0' 5'-O"
VERTICAL TRANSITION MIN. TRANSITION TRANSITION MIN. TRANSITION
CURB TOP
CURB,
.. ,.•,,y • .,, :'�. .
EXPANSION JOINT TRANSITION SLOPES NOT GUTTL
CURB CUT NOTE 24 TO EXCEED 10:1 LINE
DEPRESSED CURB CUFIB ELEVATION B-B
(2) 2ex 24" CAST IRON TRUNCATED DOME
DETECTABLE WARNING PLATES OR APPROVED
EQUAL TO BE SET FLUSH WITH THE CONCRETE
AND THE ENTIRE SURFACE BETWEEN THE MAT f": .••E•
• R
AND CONCRETE GLUED WITH EPDXY CEMENT. 7. •.•,•• - .�`�
NOTES:
SEE NOTES 4 & 23
( )
1... Referto'Cuilb Ramp Dotes' Detail405.16 for additional ramp n lies:,
TOWN c�tf YOUNGSVILLE,, N.C. ' ' ��� l
USEWillI ETWINOFYVIVIIII RD SMANDASPECErUMM LSOKY
#, TYPICAL DOUBLE » 24W.M
CURB RAMP OckIll W
uetana rrawaea Dy ArrIASY Consuming tngLneers - www.upptanenglncem.com 77/73/Zarb - 2:10l rM
ISOMETRIC VIEW
SIDEWALK �' LIMITS FOR CURB RAMP
,� J ,AREA �' m 4'x4' MIN. LANDING
EXPANSION JOINT WHERE-6-
V S]f0 `"' w y' / SEE NOTE 3 (THIS
NEW CONC ABUTS EX.4 • ?y: SHEET)
CONCRE (TYPIuCAL�)•
2.0% 10,
04
6"A2" CONCRETE
MAX rMr► CURB
EX CURB.\ ICE a� o d
& GUTTER!
24" TYP. ` �� P�.. M� LG� DETECTABLE
1 ti .�+ WARNING
�l1;
12" MIN, CURB! SURFACE. SEE
TRANSITION \ kyik 10.09 / ETAIL 405r.1!,
�0.0 MAX . A'
EE NOTES
7,, 31, & 32 -
24" TYP. CURB TRANSITION
12' MIN- 10.0% MAX.
CURB
TRANSITION 4' MIN V MIN.
DROP CURB CURB TRANSITION CURB TRANSITION DROP CURB
VARIABLE SIDE
EXPANSION SIDEWALKx 2- CONCRETE
IOINT ELEVATION SLOPES, NOT TO CURB
EXCEED -1
E EE 0
h.
EXn CURB DETECTABLE GUTTER LINE
de GUTTER WARNING DOMES CURB ELEVATION
EX. CURB EX,
EX, SIDEWALK RAMP (VARIES) MAX. SLOPE 12:1 & GUTTER PAVEMENT
EXPANSION JOINT B"
`s EXPANSION JOINT
6"02" CONC CURB --- ROP
"- - J - - - �.... CURB rl
2'-0'
DETECTABLE
MINSEExNOTE N LNG. SECTION B-B WARNING VxV DOMES I SEE NOTE LANDING.
17
SEE
NOTES DETAIL 40&15
1_ Maximum curb slope &-3 12� ll
ramp pe ( )
2- B wdinum cross slope 2.00%
_w
3. Curb ramps require a Q minimum landing with a maximum. cross slope; ton itudinal slope of 2_OQe�1
R � (4° ) g p 9 p
where pedestrians perform fuming maneuvers- Slope to drain to curb.
4 _ Detectable warning domes will cover 7-W length and fillwidth of the ramp floor as shown an detail 4015- 1J 5�
5 Refer to ddetaAj 1 445,16for all ramp notes. Adopted from NCDOT Alternate Curb )Ramp Details-
,„
TOWN of YOUNGSVILLE N.O .
1i� JA,�P�� Ha�T44
• Youngsvtlle,fl�'_27'eg
UMWITHT}ETEM43FYaung9:1nEMANMMSPECQHL3Y WAW
-1o1�tXau Sy -atg
S NQITQSnafa �4G5-12
.., ,�,., •; CURB RAMP -SHARED LANDING
TYPE REOSIQNIDMT6: SIHEETL
Qt1vQe[',2111S 1 ar T
ustans rravlam oy Arl wnnsuning Lnginews - www.appmnengmeer
or
✓ *
<&I .
1 EXPANSION JOINT
6' MIN.
SEE NOTES
30, 31, 32
11/13/Zara - 2:1=43 rM
ISOME O VIEW
I PAY LIMITS FOR CURB RAMP
VARIABLE LENGTH
A
UP TO 12'-6'
,,� WITH VARIABLE
SLOPE
1
r 4'x4' LANDING
EXPANSION JOINT
> 4
' MI
N.
M 5 MIN. 45 MIN.
CURB TRANSITION DROP CURB CURB ANSITION
EXPANSI SIDEWALK VARIABLSIDE
JOINT ELEVATION SLOPES, NOT
TO EXCEED 100
-
ryjj
1
TOP OF CURB DETECTABLE GUTTER LINE
WARNING DOME SECTION A -A
CURB UTILITY STRIP. SEE STREET
.MENT GUTTER CROSS SECTION DETAILS RETROFITTED SIDEWALK (5' S
(WIDTH & SLOPE VARIES)
MAX SIDE FLARE MAX. RAMP SLOPE 12:1
DROP SLOPE 10:1 2% MAX.
CUIRM! r . •e
4
�.� "' II II-
. �...
201 JOPINT
DETECTABLE
S E NOTED1117 DOMES SECTION B-B MIN. ExNOTE DINQ
17
NOTES"
A. Detectable Warning domes will Cover 2!4r length and full width of the ramp flood as shown on Detail 41S 15..
2. Referto"Curb Ramp NatealDefaill4.05AGfor additional ramp notes.
TOWN of`DOINGS VA'ILLE, N.C. '�� Y� 2z
ICTHETNMQFYOUNC,%VtILLESTANDAnm SPEf-FW-k OMSONLYSCAL
YiMMFlow:olww__ vy( =p4
SINGLE CURB RAMP _ �D
iv�tTa scat, 249�,DC4
D-KIE
WITH EXISTING CURB & GUTTER R 2a1� ,
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'W- PROPPOSED OR FUTURE
SIDEWALK (T STD.)
EXPANSION JOINT
rd MIN.
SEE NOTES
30,31,&32
ISOMETRIC VIEW
I PAY LIMITS FOR CURB RAMB I
4'x4' LANDING
A*1l
+� 4' MIN.
EXPANSION JOINT I
' MIN'. 4' MIN'. 5
RMIN
InauCURB TRANSITION N cuR
DROP CURB ANS.
VARIABLEI SIDE
EXPANSION' SIDEWALK SLOPES, NOT
JOINT ELEVATION TOEXCEED EE 100
,'•• `^a al
DETECTABLE GUTTER TOP OF CURB GUTTER LINE
WARNING DOMES
SECTION A -A
UTILITY STRIP.
CURB SEE--S-TREET CROSS
PAVEMENT $GUTTER SECTION DETAILS SIDEWALK (5' STD`
(WIDTH & SLOPE
B" VARIES)
MAX. SIDE MAX. RAMP SLOPE 12:1
FLARE '*
DCC13�RP 2% MAX .
SLOPE 10:1 r
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SEE SEE 17.
SEE NOTE 17 DOMES
NOTES"
1. Detectable warning domes will Cover 2`4r length and full w%dth of the ramp floor as shown on Detail
2. Refer to "Curb Ramp Motes' Detaiti 4Q5.16 for additional ramp notes,
-
TOWN t�f YOUNGSVILLE, N.C.
u us TAiaLdh III ,
Youngwdft.11
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4lSE1rRMT1ETQWNQFYOUNGSWX CSTAMAFOSPECFWATIMMONLY311
SINGLE CURB RAMP
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WITH PROPOSED CURB & GUTTER.
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1JOtClS FMA0ea by APPIAN LOnSulting tngIl - VW**_appfanengVreefS.dzM 11/13/Zl - 3:11r:15 FM
NOTES"
1. Detectable warning Systerrr_ Cast in place with Penetrator anchors_ See pre approved products list.
2- tither sizes available to meet Sides specific requirements- Ve wdh Town-
e q �
3- Truncated domes in a detectable warning surface shall have a base diameter of 0.9 inch minimum to 1 A
inches maximum, atop diameter of 50% of isle base diameter minimum to 650A of the base diameter maximum)
and a height of 02 inches.
4. Truncated domes in a detectable warning surface shall Have a center-to-cemter spacing of -1.6 inches minimum
and 2.4 inches maximums, and a base -to -base spacing of 165 inches mhnimurm, measured between the most
adjacent domes an square `d-
Detectable warning surfaces shall) extend 24 inches minimum in the direction of travel and the full width of the.
curb, ramp, landing, or blended transition_ The edge nearest the curb line shall be a minimum of 6 inches and a
maximum off& inches from curb (ICC/ANSI A117.1 Fig C40&13.2). See nQteli 21 & 22
6 See note 23 on detail dil
7- Any NCDOIT street must conform to DOT standard/ADA Curb Ramp detain 84$'-.05 sheet 14.
tWUSTA�tP�_>�190
TOWN of YOUNGSVILLE, N.C. YtALngSVAIe N-C_2Z5fX,
USE W17MBETOYMOFY4MRKa4Y1LL1ESTANDAlDSPECE afLY AlSCA
STANDARD DETECTABLE fMT
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WARNING SYSTEM SWEET
0dDb r.2M• 2 aN 2:
Detals ProWded by APPIAN Conmittng Engineers - www.apptanenglnee eam 11/13/2019 - 5:15:48 PM
ISOMETRIC VIEW
PAY LIMITS FOR CURB RAMP
- .. `''' �°
DETECTABLE WARNING'4""
SURFACE. SEE DETAIL 405.15
6'xl2" CONCRETE CURB
'S/
NON -WALK SURFACE
"
• • v°o° i
EXPANSION JOINT
. ,, �,�• '' r
CURB CUT NOTE 24AID
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CURB 8e GUTTER
ref
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6' - SIDEWALK CURB GUTTER PAVEMENT
SIDEWALK
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ELEVATION
GRASS AREA
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t':�`•'..'•:+:r..''~:-7: CURB TRANSITION
= :.s••;:
6'xt2" CONCRETE CURB
.
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D ETECTAB
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SECTION A -A
SURFACE
DETAIL 405.15
CURB
]JAVEMENT de GUTTER RAMP LENGTH VARIES MAX. SLOPE 12:1 SIDE1111l
• 6"I EXPANSION
DEPRESSED 2% MAY. CONC. CURB JOINT
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MANEUVERING SPACE SURFACE
DETAIL 405.15
NOTES'
1 Referto'Curtb Ramp Notes " for additiorlat ramp notes.
2 Referto TMu*i1 1 4 t1" for detectable warning surfaces.
YStus1A5Q MTP-0IH�L190
TOWN of YOUNGSVILLE, N.C. Y N
TOWN @FYatRIGSVIL L E' STANDARD -SPEC RGATIONS; ONLY 1111S1M�-4(q
Sf'dV6� omit a
D I RGT10NA1L CURB RAMPS
1901T1:115c" 405-015
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TYPE I y. a ocbber 2fr1• 'I ar 1
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STANDARD IMF SIGN `°
TO
RI-1
WITHOUT CURB &GUTTER
ON O.OaO' ALUMINUM
S17 BLANK.
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6' TO 12'
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W
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GALV. STEEL SIGN
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POST 3#/FT W/
3 1/2" WIDE FLANGE
W
W
a
PEDESTRIAN
0
I
AREA
II
OTHER REGULATORY SKM
WITH TYPICAL CURB & GUTTER
NOTES:
1. Street name sign shall be a minimum of extruded
RY-J ON 0.Il
LOW
aluminum See fXetail 40L_uJ2
ALUM; -CLANK
2S
2. All reflective sign shall be made of enginee ft
grdde or high intensity grade reflective sheeting at
4' MIN. TO 12'_�A�o
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POST 3#/FT W/
4. Peet street signs plumb'.
3 1 /2" WIDE FLANGE
(A
v) 5. evel'oper shalt be responsible forfumishing &
a
reaftall street name & regulatory sips -
TYPICAL CURB
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^
AREA
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PEDESTRIAN'S
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WITH CONCRETE CURB do GUTTER
AREA
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2'-6' MIN.
II
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4'x4' MIN. LANDING SEE �'*�+ ISOMETRIC VIEW
NOTE 3 (THIS SHEET)
EXPANSION JOINT WHERE . SIDEWALK =I PAY LIMITS FOR CURB RAMP
NEW CONC ABUTS EX. yw +,AREA �' DETECTABLE WARNING
CONCRETE (TYPICAL) y- S40&URFACE. SEE DETAIL
2.0% fr..
EX CURB�o
& GUTTER
CURB Y _ k r:. CURB
TRANSITION TRANSITION
10.0% M ^�•^ l�oq ,��®fir 10.0% MAX.
�`'. MAX• , Al PX� � �'"
W
SEE NOTES
10, 31, 32
CURB TRANSITION
IMOX MAX.
5' MIN.
4' MIN.
t.
CURB TRANSITION
DROP CURB CURB TRANSITION
EXPANSION
VARIABLE SIDE
JOINT
_ SIDEWALK
SLOPES. NOT
�EILEVA:TIQ
EXCEED 10:1
EX. CURB de GUTTER
DETECTABLE
GUTTER LINE
WARNING DOMES
4 1 SEE DETAIL 0'S. 5
PARTIAL CURB ELEVATION
CURB UTILITY STRIP. SEE STREET
PAVEMENT & GUTTER CROSS SECTION DETAILS SIDEWALK
(WIDTH & SLOPE VARIES)
6"
MAX. SIDE FLARE MAX. RAMP SLOPE 12-1
DROP SLOPE 10:1 2% MAX.
CUR&--------11)
-• •' !'•' MIT. llr
EXPANSION
JOINT
4'x4° LANDING. -
2' Q"
SEE NOTE 17 DETECTABLE
WARNING BE A-�1 MIN. Vx4° LANDING,
DOMES SEE MOTE 17
NOTES: DETAIL 40&15
1. Maximum curb ramp slope 1111.33% (12:1)
2. Maximum cross slope 2..00%
3- Curb ramps require a W-Q') minimum landing with a maximum cross slope and longitudinal slope of 2_QQ°1Q
where pedestrians dorm turnip rmaneuverse Slope to deain to Curb
pe >2e � �
4- Detectable warning domes will Cover 2-Q' lentil and full width of the ramp floor as shown on detail 405:11 5
5- Refer to detain 4CE118 for all ramp notes. Adopted from INCOOT Alternate Curb Ramp Details
- \ r�1111SM31 0111P.D.Buarlll
TOWN of YOUNGSVILLE, N.C.
➢SE WffHTIETOM QFYOL"GSVILE STANUMD SPM-FIPd4TIQNS:ON -Y'
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NO BORDER
* WASHINGTON110
18" TO 80'
PROPERTY LINE
1
STREET SIGN
WC AC eit,
FACE OF CURB
PLAN VIEW
4
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4 WAY STREET I
SIGN SHOWN
#556 TRAFFIC SAFETY
CO. ALUMINUM POLE
CAP / BLADE
HARDWARE MOUNTING
ASSEMBLY
2" SCHEDULE 40 RIGID I
ALUM. CONDUIT 10'
MIN. x M15L4" WALL
NOTES: I
1-
4" letters to be series'C" (FL•1WA)
Z
21' letters to be series "C" (Fl• WA)
"
All letters and background materials to
be "ScotchliW or an approved equal
and meet I T.E. Specifications on reflectrli>t
-
3.
Sign' appearance shall be green background with white
letters..
4.
Fabricate sign as follows. Base sheeting shall be 3-M
-
: .' 1 1 '. .
'
MIN. 30" EMBEDMENT.
3930 Hirtntensity� Prismatic (or equally Oveft letter �
+ 1:
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PROVIDE POLE IN
mask using 3-M11771 C translucent EC green fibm (Notes �
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CONCRETE FOOTING
3-M DG-3 material acceptable alternative)
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WHEN DIRECTED BY
5_
Aluminum sign blank materials to be 0 Otit3' thick.with
TOWN's ENGINEER.
extruded aluminum blades
RECOMMENDED INSTALLATION:
1KNE RIC VIEW
1_
Street name Sign to be one -foot front property line if said tines were extended_
Sign blades not, to extend past back of curb: into road.
3L
Sign location) to be placed on town side of block, numbetuigl,
4_
Any exceptions shall be approved by the Tow Ws Engineer
&
Developer responsible for installation: of all street signs-
TOWN of YOUNGSVILLE, N.O.
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USE W H711 Ta OFYOUNMILIE S11I SPECE&I ONLY
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5-0" MAX.
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e VAN
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PARKING
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PENALTY
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SIGN POST 2#/ft. w/
3 1/16" WIDE FLANGE
NOTES:T
1. Barricade to be created across entire roadway including curb & gutter. - Li
2. Advance warning sign W14-1 (DEAD END) shall be placed just after last intersection.
3. Markings for barricade rails shall be reflective and alternate red and white stripes.
4. "ROAD CLOSED" sign shall meet specifications of M.U.T.C.D. R11-2 and be required atop each barricade
used.
TOWN of YOUNGSVILLE, N.C.
�'DSY�ngs�le,NCB27596
USE WITH THE TOWN OF YOUNGSVILLE STANDARD SPEC FICATIONS ONLY
www.townofyoungsville.org
DEAD END ROAD
SCALE
Not 7o Scale
DETAILit
2407.04
BARRICADE
REVISIONDATE
SHE
OMober, 2019
1 of1
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ALUM. SIGN BLANK
GREEN
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WHITE SYMBOL
WHITE BACKGROUND
R7-8D
—PLACE 4" SCH 40 PVC
SLEEVE IF PLACING SIGN IN
CONIC. S/W AREA
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TOWN of YOUNGSVILLE, N.C.
'3"DSYo ngsvlle,NC 2756
USE WITH THE TOWN OF YOUNGSVILLE STANDARD SPEC FICATIONS ONLY
www_townofyoungsville org
R7-8 HANDICAP
SCALE
Not To Scale
D
2407.007.03
1
SIGN DETAIL
REVISION DATE
SHEET C
October, 2019
1 of 1
ALL CONSTRUCTION TO BE IN ACCORDANCE
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COUNTY, NCDEQ AND NCDOT STANDARDS,
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Details: Prodded by APPIAN Consulting Engfneerz - *www.applanengfneers.eom
11/13/2019 - 5:17:G Fri
H_-The.
LI1 tleigllt moos red Yerlirl' at any, pxantaforrg tl>e pfpa. from Ihe, topof the: pipe: to the top of the, embankmell at that, point.
Do not operate heavy r equipment over any pipe, culvert until the pipe: culvert has been properly bardifiUed and covered with at
least 3 feet of approved material-
r
9
S , -
Ilrldl_CLrbed'. earth
Bedding (Middle and Outel Loosely placed) soled backfil material meek NCDOTClass ll, Types 9 ()crashed or wilwashed
created stone; screenings) orr Class ill,, Type ll (NCD0T2S of lids fine aggregate)- Leave, saetioa directly be»Qetlt pipe
uncompacted as pipe seating; and baddill WE acnompLsh compad ill
Select Barkf ll (Below springlinal Seleettil material meetfngl NCDOT C(ess lli, Types 1 all or NCDOT Class W, Types 1
oil
BackfilkApproved suitable : local eompactable:materialabove sprir hralofpfpemeelirg:TbvnuofWakeForest specBcafions-
"cB Foundatfon or UnsuttattIs Katerfal Foundation: Select matenal NCD0T Class 1N(#78M stoner orNCDOT Class
A (057'stone) rot foundation conditibril lgr Elldapsulalel With engineering fabric as directed by the Engineer, Type,4 soil
stabilization fabric (NC DOT Table IlOverlapall )transverse, and longitudinal joints in fabric atleast 111 inches. Maintain the;
pips, foundation h a dry colldiliora_,
RACKFILL (OVERFILL SOIL)
, ' 1 0
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P� I f III
I I PHALT
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SEE DETAIL 401.10
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TAKE CARE TO
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ill PIPE SELECT
EXCAVATION LINE: BACKFI LL.
AS REQUIRED :....::::::: •' OUTER BEDDING (81);
.............
MATERIALS AND COMPACTI"
SELECT BACKFILL * 3' EACH SIDE, SAME REOUIRE&IL_
AS HAUNCH, COMPACT AFTER
B2 PIPE 15 PLACED & PRIOR TO
j PLACEMENT OF FILL
MIDDLE BEDDING
TYPE 4 FABRIC (NCOOT SECT. 1056)
ti �.
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TOWN of YOUNGSVILLE, N.C.s
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Details Provided by APPIAN
- wsw.appianengineemell 11/13/2019 - 5:17�' 11 PV11
NOTES:
1. Use either concrete buiktirlg bl- ASTM C55, glade Et!„ type 1 or clay' brick - ASTM CM, grade MS
2. MortartobetypeM.
3'- Concrete pipe to be class IN..
4. Precastboxestoconform tol'atestASTMC-913
5- Precast boxes concrete strength to be a minimlmil Class Ape concrete.
See del"9_011 for miscellaneousnotes.,
7- All penetrations in boxes; shall be inspected prior to backfiICmgi structure with stone around) pipe',
For precast boxes, provide a minimum; of V of, #57 stone for bed'dimg_
9 Place #57 stone around pipe penetrations info box. See detail 09s
10- Alt Iron Castings to be domestic made-
11� Engineer to review shop drawings prior to approving t fabricating pre -fabricated) concrete box and slab.
Applies to both private and public jobs-
12. No comer entry allowed on either precast or brick. boxes- (Detaill 6-34-09i)
13v Precast bottom slab allowed in lieu of poured in place Class
A concrete, extended base-
1Ai_ See del, _: for minimum precast box depths & clearances_
'F3L1ISfE1dPS�a..HOIc:
TOWN all YOUNGSVILLE N.O.
s Y"almgsrel-
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SMlr DETAIL i
STANDARD D Nara
CATCH BASIN � 2
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Table 1
Equivalent USCS and AASH'l O Soil Classifications for SIT Soil Designations
StD0
US_S
KCDOTLA'ASHTOI
ire fy Sand)
SW SP, GW. GP
- NCDI:2 r' Class t1_Typo l (rushed stone screenings); LL �c Wl Pt a 5-
_
(Catel
-NCDOT' Class ill, Type 'IREor2MS),ILL <30;Ptr6',
Sandy Sill
GMl SMLAlso SC
- MCDOT Class II Type I (crushed stone srreerfil l and Crass it, Type2 (AA&ffO Mir( a ror
(Cololoo lid
vM fees t Sari 20%
A,2-4 Wdh maximum Pl of 6, A,•4 wf max 45% passing No- 200 Sieve: and a maximum; Fll of(G)
p> g #211D sieve
- NCDOT Class Ill, Type I RSar2MS) or Class Ill, TWe,2 ('Al U145 for soil dassicaton
Ltr1 ol
Si1Cy CW
CL, MH. W SC
A Afi
(Calegury' Wy
Ia Unified Soil C[ascifieation System
b Standard I'nstallatlex,c Dkedt Desfgn
Standard installations Buffs and Minimum Compaction Requirements
Installation
Bedding Thickness
Outer Bedding (131)
Haunch Zone & Select
Location
Type
Nos
Backidl Area
(%c0mPsCk0 rlCal091yy
j'compactillon/Calegail l)
Type 1
fill = Dil& (fi min)
Category t
90%Category 1,
PavedAreas;in
82,=1rRock Lourldahon or aver wlswtable
3fi%, Category II
2° or°less bury'
foundation_'WIftWIT, 12En*V24` max
Typa 2
fi1=Dille (fa' min)
Category ll
claw udumil ry I,
Paved Areas With
B2= If Rockh undattoo or over unsuitable
90% Category ll
g reaterthan 2" of
farandelfon, WIft f Ii, 12:` rn rL24` max
1aSaey
Typei
fit=rlrlfx (li min)
l Category I
tI5% Category' t
1n RN outsfda: oL
B2=1f Rock founds Goo or over unsuitabe
90% Category ll
90% Category Ir, oc 96%
Pavement
foundation, W 1B ll 1T maa124!` max
Category Ill
Type(
fit = Dill (67 min)
Na: Compete roquir ,
No Compaction required.
Natural Areas
B2=1fRock foundatfonoroverunsuilable
ext:eptlreaftwill.—
exceptifcategoryIll, usa
foundation, fin„ W lit ol'Ir, 92" Fruill mane
E5%City Ill
Category llll
NOTES:
1. Compaction and soil s , ls- k& "S5% C io Y - refers to I soil material with minimum standard
p ymtoo afeg � Category
Proctor compaction off; 5il
2. Soil In the, Outer bedding: haunch, grid lower sidealxtes coca t urllderthe middle 113 off the pipe, shall be
gx p p p
•I I
compacted. to: at least the same compaction as the majority offihe loll mu the ouetrfilt (backfilty zone.
3'_ For trenches, the to' elevation shall be no lower than G 1H below finished a or. for roadways, its top shall
p � ��
be no lower than an elevation of. 1-foot below'the bottom of the pavement base material.
4. For trenches, the width shall be wader than shown if required for adequate space to attain the specified
compaction in the haunch and bedding zones-
5- Compact outer bedding, after pipe' is placed and prior to placement of select fill- Middle bedding is
uncompactedl.
6- Overfill (Backfill) soils; to be placed pef' stand'afd sgecifcatiorr _)-30 Sloan D'ralnage for the applicable backfil I.
type and bury, limitations.
7 These two tables were excerpted from design Data 9 and modified to generally conform to the NCDOT
Standards as shown in Detail 300 01, Rigid Hire in Trench Condition,
REFERENCE, SOURCES:
1- ACPA Design; Data 9 (;April: 20091(formerly Design Data 40),
2- 21118 MCDOT Standard Specifications for Road's and Structures and NCDOT Standard' Details 300.01 for
Ind Pipe, "Trench Condihon
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MEwI1r lM'rGMJDFYUd+I MLLEBTANOMMSPECFr-igNM4txLYr WWWLl sg)gsr>pe.
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Not To &ss� �-��1.D1
PIPE INSTALLATION ocfotONDATI s it
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SEE PRE -APPROVED PRODUCTS
LIST AND DETAIL 535.03 FOR
GRATE AND FRAME ASSEMBLYIae wr
MORTAR COLLAR
NOTE 11
PRECAST BOX
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PS7-PF STEPS BY M.A.
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63524 AND NOTE 5,
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NOTE 11
ONE CUBIC FOOT OF #57
STONE WRAPPED IN NON-
WOVEN FILTER FABRIC AT '
EACH WEEP HOLE
2" DIA. PVC WEEP HOLES (SEE
NOTE 16 ON DETAIL 639.131)
FORMED INVERT
MIlums f1S,SgldbrP9�'_a" 1'90
TOWN of YOUNGSVILLE, N.C. Yaang�„rle N-C-275%
r13EwITN1n�TaMne aFY� "+�crtgLL,E STAIIDAREI cIE".F1dALON�: 1NLv Yeww.fovmoryQungsvll'e ag
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NOTE:
1. Greater bury depths than those shown above are achievable by either using Type 11 or 2 Installation, using
Class pipe, controlling backfill type, Calculating depth using) a trench condition, or by Special Design. See
also, Design Data S published by the ACPA for design methodology -
In fieu of calculating bury depot for other conditions, first see "LLRFD Fill HeighltTables for Concrete Pipe.', last
revised July 2009 (or Pater), prepared by the ACPA for other bury depth possibilities.
Y.ft' Sac 1'H.5aWb'p-maoa490
TORN of YOUNGSVILLE, N.O.►
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1WelTarslvla ��7_t�l
PIPE INSTALLATION RE�rlswNaATE �,EEg3
lattoaers2aLs; s � a
Specifications,
pipe,
Fill Height Ta6l
TAM 3 �edd"irlg} Installation
Type 4 (Bedding) Installation
tt't IrICh Clack)
(4 l!1 Inch Crack)
Inside Pipe
Class 111 Pipe
C1asa l`4/ Pipe
Class 111 Pipe
Class IV Pipe
Diameter O(1
Maximum guilt'
Maximum Bury
Maxtrnulrl Bury
Maximum Bury
(uTches_).�
H (feet)
H (reef)
H 1
H (feet)
15
arog92mart
imin. 2ilmert
3mQ,7�rt
ZarnnY2meat
18
2 mm�, 92mex
N min, 24 rTTaar
3 min, 7fn®t
9 min13smex
24
1 mint' 12 max'
v min, 2tI mart
2 min, tl »Tex
1 mn,13; mart
30
7 mio;12 max
1 min, 2tl Iaax
1 min, s max
1 mar 131 meat
31I
'I odn, Y.f mare
1 min, 2!b meat
1 min, fl' max
1 muay 131 max
42
1 nurr,l2max
1 min, 20 max
1 mid, 9; max
1 mim 131Traae
48
U min�,12 oiler
1 min, ifI rrlax,
1 min', 8' max
1 mint' 131rlaex
sa
'v otin_ Yl max
v min, 19max:
1 min, @ max
1 mua,l3i max
Eli
il ITTIrI; 42IDex
1 mica, 19 roar
1 an®ty IT meat
9 mm,13; trier
72
7 ao, 9°l atat
1 min, 15 max
1 Mal nit
9 aaiay 13: maas
Fill IfsfghiTa6les Barred On:
9_ '�12tbpcl(bac>stlitoad)
2_ AASHTO I1L-tl3: bite: load
3. IRes�ve,Fcolecting EmbankmentCoraditioa gives eotrsaltratfve result,. in compatissattrotench dondpCaaas)_
4- PPa'=14ei11I4rS'.edl Concrete Pipe meeboglASTM C2ti (AA$HfIfO M1T4),. W91L f� thrrlirwcc
S Concrete should. tau hstalled tilt aceorden¢awIIhAASIiIrO LR1rl� Bn ConsC[uerlon
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STONE WRAPPED IN NON-
WOVEN FILTER FABRIC AT
EACH WEEP HOLE
2" DIA. PVC WEEP
HOLES (SEE NOTE 16
ON (DETAIL 639.01)
FORMED INVERT
2x3 DROP INLET
SEE PRE -APPROVED
PRODUCTS LIST AND
DETAIL 635e03 FOR
GRATE AND FRAME
ASSEMBLY_
• .
SEE NOTES ON
DETAIL 539.01
w
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CURB TRANSITION
SEE DETAIL 407-02
FOR BOXES 4' AND GREATER
IN DEPTH, PSI-PF STEPS TO
BE PROVIDED BY PRECAST
MANUFACTURER OR M.A.
INDUSTRIES
SEE DETAIL OM04
(MUST BE 12" WIDE,
INSTALLED TO BE 5 3/4"
FROM FACE OF WALL TO
BACK OF STEP AND NO
GREATER THAN 12"
SEPARATION) MIN. 15" OF
CLEARANCE MUST BE FROM
CENTER OF STEP TO
OUTSIDE OF BOX
FOR PRECAST BOXES,
JOINTS TO BE SEALED
WITH BUTYL RUBBER
JOINT SEALANT
NOTES 7 ill: 9
SEE DETAIL 634,09
FOR PIPE CONNECTION
AND FORMED INVERT
CONSTRUCTION (NOTE
t3 1/2"
HEAVY DUTY FRAME, COVER
be HOOD FRAME. SEE SHEET
2 OF 2 THIS DETAIL
SEE NOTES,
DETAIL 639,01
VARIES
MAXIMUM 8'-O"
WITHOUT ENGINEER'S
APPROVAL - SEE
NOTE 3 ON DETAIL
639.01
-EXTENDEDBASE
SEE NOTE 3 ON
DETAIL 639.01
NOTE 6 00cres:T CONCRETE JNCRETE Pill 1
BOX SHOWN BOX SHOWN
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5F A
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FOR BOXES V AND GREATER
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w: '
BE PROVIDED BY PRECAST
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MANUFACTURER OR M.A.
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INDUSTRIES
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SEE DETAIL 638.04
MUST BE 127 WIDE,
INSTALLED TO BE 5 3/4"
L
FROM FACE OF WALL TO
BACK OF STEP AND NO
�' '
GREATER THAN 12"
°.;'
SEPARATION) MIN. 15" OF
�
-
CLEARANCE MUST BE FROM
:.
CENTER OF STEP TO
' ''• ''
1' n
OUTSIDE OF BOX —
FOR PRECAST BOXES,
•�''°• '.
�'
JOINTS TO BE SEALED
.•
WITH BUTYL RUBBER
JOINT SEALANT
NOTES 7 +k 9
Vl�
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SEE DETAIL 1634609
FOR PIPE CONNECTION ?+
AND FORMED INVERT
CONSTRUCTION (NOTE 9)�
NOTE 8 PRECAST CONCRETE ONCRETE BRICK_111* moo -
BOX SHOWY BOX SHOWN
a - 0:1r-1u Pie
SEE NOTES
® VARIES
MAXIMUM 8'-0"
'WITHOUT
ENGINEER'S
APPROVAL -
SEE NOTE 3 ON
DETAIL 639.01
6EXTENDED BASE
SEE NOTE 3 ON
—DETAIL 639.01
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SEE PRE -APPROVED
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MANUFACTURER & PRODUCT
IL
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WATER FLOW Y,._=�>SAG :: WATER FLOW<=2i,
- — — — — — — — — — — — — — — — — — — — - I
- — — — — — — — — — — — — — — — — — — — -�
WATER FLOW
WATER FLOWS r
IL
NOTES:
1. Use either concrete building brick - ASTM C55, grade N, type 1 or clay brick - ASTM C32, grade MS_
2. Mortar to be type M!
3: Concrete pipe to be class llL
4, Precast boxes; to confonn to latestASTM C-943
5- Precast boxes concrete strength to be Class AA concrete-.
See detai1539.41 for miscellaneous notes.
7_ All penetrations in boxes shall be inspected prfortu backfilling structure with stone around pipe.
8 For precast boxes, provide a minimum of f of #57 stone for bedding.
9. Place #5:7 stone around pipe penetrations; into box zee dill i ;lS9?
10- M tron Castings to be domestic made.
11. Engineer to, review shop drawings prior to approving; I fabricating prefabricated concrete bolt and slab.
Applies to both private and public jobs_
'l12_ No, comer entry allowed on either precast: or brick boxes'_ rDetail 6UL09))
13. Precast bottom slab allowed in lieu of, poured in place class A concrete extended base
14. See detail 04.11 for minimum precast box depths & clearances.
rail. US',1'A Sol P P9r_6ox t:94.
TOWN of YOUNGSVILLE, N.C., Yotingsvele M_C-27556
USE WITIHITIETdA'IRrCFY0111MVILLESTAL40 MSPECF,._.'. >�Ww'.lolemotyauogsvir�sxq
TYPICAL CATCH BASIN AND Not 3l
CURB INLET WITH HOOD REOS`ON�KIME �'�
t2dtooer.2e14 2 of 2
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
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enin g s
R � l� � � p �8£'l�� eu�ava/oe a�o9vo..jl C0-Oti8 \ trrrrr/N
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m (4) 1" DIA. ANCHOR BOLT. HOLES EQUALLY SPACEL, ® C _ ���
PLACE 057 STONE PLACE #57 STONE A = Distance between holes � degrees) BOLT ENGINEER
FRAME TO CONE SECTION WHEN ORDERED BY 0 0 5 3/4" j �
s AROUND OUTSIDE OF AROUND OUTSIDE OF CITY EfillGINEER OR WATER RESOURCES.t��
& l = Angle between centerfirte of pipes O O J
PIPE AT BOX PIPE AT BOX AAIII�INIUM PRECPRECAST MX TYP.
o 0 = Degrees for hole number onefrom chart below A A O O - - -
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95' 42 60' L 2 a09$1234 BLT Hx 5-11x2.5 ZN2 Q LL o Z W
NOTE 2 76' 40 52' 25 15 8' DIA. (NOTE 2) _I T _ 0
GROUT AROUND
OUTSIDE OF ALL PIPES 48" 6O' 33 1 4" DIA. NOTE 2 a L
"+. SLOPE SHELF 5` Dia MH 4 0098129p �lSHRHS 5 ID 1175 ZN - co to
HOLE DIA„ 55. 68' r �-. O o rn W
/ ( ) �M O
1 /FT MAX. (e.g. 36') Hole Die. Degrees 50' 80' FRAME SECTlC')N A -A • x
PIPE D.I_ TYPICAL / MIN B07[ G4VER SECTION'' B-B:, c� aZD
- 12' 22' 70" 90• - C71..1 ._
35• 78' 1D8• PIPE I.I. A e y '`� z Lu
.:- er•., tit :;
��; .. x . • ...... ,• :� 24' 48' 1�' C MH u 19 " ytow� 23 1 �2" DIA. (NOTE L _ Q < W Z
QWALL THK) (ANNULAR OF'� ) BASE DEPTH
...................................................................................................................................................... �/ e o 0
I I I " 36� 75' Hole Dia. Degrees 7!2"�14" ¢ o O
................................ ................................................................................................... n Ln Z 0
4O 82' 12 12' �, o x8F1 .
11- S 24'4� ��' 42" iSOMETlB • fio,g� 1 $ 7,. = L o
- - # 57 STONE 48' 108• 18' 18°.................................................................................................................................... -
Ln
�A VOW MH 24 24• 3L)" 37 162' .............. 42" 48"
e.
36" 36• �.. ..... �.. ".. 1 3/8' y a APPROVED EAST JORDON _ �- - CD co > U'
PRECAST BOX CONCRETE BRICK BOX Hole Dia. Degrees 40' 38' ��..... ....:� ���........................... 4t� ............... ........ 54 ............ � � MODELS v-13a�4 � o w
42".. ...., ..59" 41i2' 5r ".. / 0 s/a"
12' 20" 48" 48° .......................... 1...........)................................................................. 3 4" COVER WEIGHT 128 Lbe. Ln rn
l6" 25' 55* 55• 4i9' 58- (�1") W 7(r t t FRAME WEIGHT 153 LbiL APPROVED MODELS EASTLbs�. ON V-4M6-*I w <
20" 32° 62 62•
NOTES: 2,t" 38' 70" 70, A CAST BY BOAC MANUFACTURER � LOAD RATING HEAVY DUTY �GRA�
yc '� BACKEWEIGHTT 140 Lbs.
MATERIAL ASTM A 48I 'a�
60' la e0' a OTHERWISE USE BRIG B0)( CLASS 35B 27 1/4" _I
i. invert to be formed with class concrete- 44" 65. r • LOAD RATING HEAVY' DUTY to
Z All penetrations in boxes shall be inspected prior to baclafilliegi structure with statue around) pipe E FINISH UN COATED 31 1/4" MATERIAL ASTM A 48 CLASS 359 vi W
43" 70' COVER BACK �
3- No comer pipe entry allowed on either precast or Brick boxes- Ar 84° *EJCO OR APPROVED EQUAL FINISH UNDIPPED
4. See deW634A 1for minimum precast box depths&clearances- 55" 98* NOTES: NOTES: SEE PRE -APPROVED PRODUCTS LIST MOTES: *EJCO OR APPROVED EQUAL. O O
5: Engineer to review shop drawings prior to approving ]fabricating prerfabdcated concrete bolt .and slab. Applies S3' 7 25• 1. Waffle boxes cannot be used in load hearing applications unless approved on a case -*case oasis by 1. Frame 6, Cover weight may not deviate by more than -5-0 tr 1. Frame & Cover weight may, not deviate by more than -5.0%% SEE PRE -APPROVED PRODUCT LIST. _ Q-'
to both private and public jobs the Tow ds Engineer. 2. Iron castings to comply with AASHTO M306. 2 Iron casting, to, comply with AASHTO li W6'.
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PIPE CONSTRUCTION INTO BOX ,��2�:� � .; DISTANCE BETWEEN TWO! LWlrTaSra[e, 2�34.1me - ::. ;� I�II1N1111LD1�E1 PRECAST BOX DEPTHS +� NSlara 21FO4:71't STANDARD MANHOLE CASTING � STANDARD COMBINATION w � - �a£x;,! s w
tSE16151F7N10101` sON& � z REVISIDNDATE SHEET * � REYIS14NIDABF= StliEETE - , ' REY 1159lrUNTE S"Errl REY19f4lrahm MIETE W W
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Detals ProWded by APPIAN Consulting Engineers - mm.appianengtneers.aarn 11/13/2019 - 5:17.42 PM Betors Provided by APPIAN Consulting Engineers - www.appianengtneers.oam 11/13/2019 - 5:17.44 P-1 Detals Provided by APPIAN Consulting Engines - www.applanengtneemeam 11/13/2019 - 5:17.47 PM Detals ProWded by APPIAN Consulting Engines - www.apptanengineers.aam 11/13/2019 - 5:17a49 PM rY 0811912022
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END SEC -TION DIMENSK)NS DRAWN BY
DIA. A B C D E X:Y 331
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END SECTIONS IMPERVIOUS MATERIAL
j 1 ASPHALT SURFACE ,ram--- E
d
o ®� 10 3/4" `- olkpL R1 +G° 4' rsr 'ems el'
e
cU
AIL
GRATE
23 3/4' � FRAME BAR OR STEEL FABRIC
REINFORCEMENT I - o
B 1/2" 1" �� ���� g► 9 I I I I I 2 MIN.
CL
I II SUBGRADE OR IN SOME CASES -
O COPOLYMER POLYPROPYLENE PLASTIC `, x `` IMPERVIOUS STRATA -
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1./2" GRADE 60 STEEL REINFORCEMENT `,,` /w� I .�� ;! ! F I `/ iv
ISOMETRiC �• �'� � - /
+ 'd �, ` T r NON WOVEN
24" . "e 5 3/4' �� ��• « I FILTER FABRIC
• dl" /
ro s�`a q `' (LAP 6 - s') /� o
w 4 v L /
21 3/4 � � s. • • . .. „•. • � �� / w
.� a •.: m
, • ..�.
+ ��`''"� PERVIOUS FILTER � 3
OR, ONE PIPE DIAMETER N m
SEC. TION A -A ✓' IF PIPE LARGER THAN Ln Z O o
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APPROVED MODELS EAST JORDON V-4867:ry '� SUBDRAIN PIPE PERFORATIONS DOWN' 6" IS SPECIFIED. � CL
1-1 3
24 3/4' GRATE WEIGHT 190 Lbs. .. u
I- I (UNLESS OTHERWISE APPROVED @Y THE ,� J
r w^t FRAME WEIGHT 159 Lbs. r TOWN's ENGINEER. 8" PERFORATED � O �
+r #467 OR #67 CRUSHED STONE �
31 3/4"" LOAD RATING HEAVY DUTY , A' ALUMINIZED STEEL PIPE) / 1 CC o
MATERIAL ASTM A 48 CLASS 55i5 • ' 4 NOTES:
U Uj Q
+ 'r . +_ NOTES: z
FRAME FINISH UNDIPPEp +
NWE'S: * EJCO OR APPROVED EQUAL. 11. Design Of End�section Shall Conform Tau Standard Reinforced Sectional Concrete Culvert Pipe. O
1. Frame & Cover weight may, not deviate by more than -5.0°� SEE PRE -APPROVED PRODUCT Ld � 1 2'. AnyTwin Barrel System Greater Than�42'' Rep Requires, a hea wall. NOTES:
2. fratn casting to comply with AASFi'TS M ti6. NOTES: 3. Any System Cf M'ore Than 2 Pipes Requires a headwall! 1. Subdratris shall ge or empty into catch, basin only. Lilo ties au connections will be; allowed on a pipe z Q O J `
3- Net open area = 390 Sal. In. 11. Step shown is PSI-PF BY MA. industries Inc- Peachtree City.: GA- 4. See NCDOT Roadway Standard Drawings" for head'walt constructions details. cuivert of any idndi. W J Z I --I �
4. For a 4" high fraime; Use EJiW V-5660 or approved equal Alternate may be used if approved by totYn 15- See Erosion i� Sedimentation Manual for dissipation pad design reguiremenls 2. To be installed where directed by Town";z Engineer air Oeotechnical Engineer. LU
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TOWN of YOUNGSVILLEWN of YOUNGSVILLE, N.C. Ya,r�sville,NC2'75% TOWN of YOUNGSVILLE, N.C. Ya�5�11�N.c-27Z � TOWN of YOUNIILLE N.C.N.C...
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STANDARD CATCH BASIN M1 .I .a3 � MANHOLE STEP NQLt 263504 � STD. FLARED END SECTIONS Noll SCALE 263�Qv STANDARD SUBDRAIN Na To 203$� U i o C
ASSEMBLY FRAME & GRATE DETAIL � �r �' ,. DESIGN AID DETAIL � ` v -- BEHIND CURB & UTTER � J z w
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ALL CONSTRUCTION TO BE IN ACCORDANCE * - s 47829 o
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WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
SHEET NO.
COUNTY, NCDEQ AND NCDOT STANDARDS, 3 n o
ov
SPECIFICATIONS, AND DETAILS C11.11

DocuSign Envelope ID: 85DBB56C-553D-4CE1-82C2-6C43FA69FE00
3
C
REVISIONS
3" WIDE DETECTOR
�I 4 �l 4 4TAPE - 118" BURY
II
I
-1
K
U M
0
mw
u
I I
a z
�
a
III
z
c W
v
III
90
:z
I
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PIPE
11
vl
UNDISTURBED SOIL
0
PIPE
WIDTH
Tz m
zz
AS REQUIRED
0 w
0
BELL O.D. + 12" MIN.
m�
BELL O.D, + 24" MAX,
-#10 SOLID COPPER WIRE, SPIRAL WRAPPED
AROUND PVC PIPE, NOT REQUIRED FOR DIP
WATER MAIN TRENCH DETAILS
TYPE 3
LAYING CONDITIONS
NOTES:
N.T,S.
1, LAYING CONDITIONS AS PER AWWA C600 AND
0605 STANDARDS,
2, BEDDING MATERIAL SHALL BE 4" MINIMUM
THICKNESS, LOOSE SOIL (DEFINED AS NATIVE
SOIL EXCAVATED FROM THE TRENCH), FREE
FROM ROCKS AND SHALL PROVIDE UNIFORM
SUPPORT FOR THE FULL LENGTH OF PIPE,
COMPACT TO 95% MAXIMUM DENSITY.
3, INITIAL BACKFILL SHALL BE LIGHTLY
CONSOLIDATED IN MAXIMUM 6" LOOSE LIFTS,
COMPACTED TO 95% OF MAXIMUM DENSITY,
A; UNDER AREAS TO BE SEEDED OR SODDED,
COMPACT SUCCEEDING LAYERS OF FINAL
BACKFILL IN 12" LOOSE LIFTS TO 55%
MAXIMUM DENSITY,
B: UNDER STRUCTURES, PAVEMENTS AND ROAD
SHOULDERS, COMPACT SUCCEEDING LAYERS OF
FINAL BACKFILL IN 6" LOOSE LIFTS TO 95%
MAXIMUM DENSITY EXCEPT COMPACT TOP 12"
OF SUBGRADE TO 98% MAXIMUM DENSITY,
FRANKLIN COUNTY PUBLIC UTILITIES
4, PROVIDE #10 SOLID COPPER WIRE IN SUFFICIENT
LENGTH TO BE SPIRAL WRAPPED AROUND EACH
SEPARATE RUN OF ALL BURIED PVC PIPING. AT
p w
DRAWING #
VALVE BOXES, BRING WIRE TO WITHIN 6 IN OF
TOP OF BOX AND INSERT INTO BOX THROUGH
STANDARD WATER MAIN
DRILLED HOLE. NOT REQUIRED FOR DUCTILE
IRON PIPE.
W 1
TRENCH DETAIL
5, INSTALL 3' WIDE DETECTOR TAPE AT 18" DEPTH,
TAPE SHALL HAVE MIDDLE FOIL LAYER.
REVISIONS
DESCRIPTION
A
A/2 A 2
UNDISTURBED
EARTH
k/2 MIN.
A/2
A/2
ELEVATION
UNDISTURBED I� EARTH
UNDISTURBED
EARTH
oor-
A/2 MIN. ^ .
A/2
_AI _ A/2
UNDISTURBEDI/ C=11-" Illm1°o " ELEVATION
EARTH
PLAN
NOTES:
1. THRUST BLOCKS SHALL BE CONSTRUCTED OF 2500 P.S.I. CONCRETE
2, INSTALL TAR PAPER AROUND BEND OR FITTING TO PREVENT BONDING OF CONCRETE,
3, PRESSURE TEST AT 200 P.S.I.
DIMENSION A (FEET)
BEND
PIPE SIZE (NOM. DIAL IN INCHES)
/FITTING
4
6
8
10
12
16
1B
20
24
90' BEND
1.4
2.0
2,7
3,4
4.0
5.4
6,0
6,7
&0
45' BEND
1,0
1.5
2.0
2.5
3.0
4.0
4.5
5.0
5,9
22 1/2' BEND
0.8
1.1
1,5
1.8
2.2
2.9
3.2
3.6
4.3
11 1/4- BEND
0.5
0.8
1'0
1,3
1,5
2,0
2.3
2.6
3,0
TEE BRANCH/DEAD END
1,2
1,7
2.3
2.9
3.4
4.5
5.1
5.7
6.6
CONCRETE THRUST BLOCK DETAIL FOR
PRESSURE MAIN HORIZONTAL BENDS AND TEES
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
CONCRETE
W-6 THRUST BLOCKING
REVISIONS
RIPT10N
#1D SOLID COPPER TRACING WIRE
(PVC PIPE ONLY)
18"x 18"x6" THICK
CONCRETE PAD 1/2"
CAST IN PLACE r
IIIIIII CAST IRON VALVE BOX
(SEE DETAIL W-5)
2" SQUARE
OPERATOR NUT
NOTES:
1.)INSTALL MARKER POSTS ON EDGE OF THE
IIIIIIII IIIIIIII
DOT R/W LINE,
III III IIIIIIII
2.)PROVIDE MARKER POSTS AT ALL LINE VALVES.
MECHANICAL JOINT
GATE VALVE
3.)ABBREVIATIONS STAMPED ON POST AS FOLLOWS:
MV = MAIN VALVE BO=BLOW OFF VALVE
RIL -m
PLATE W/DIRECTIONAL
NOTE:��
ALL GATE VALVES SHALL
BE PLACED ON A 4 INCH
5 1/2"
I I
ARROW POINTED TO
VALVE TO NEAREST
CONCRETE BLOCK.
5 1/2' ± FOOT
NOTES:
BRASS MARKER
1. PLACE GATE VALVES ON 4" CONCRETE BLOCK.
PLATE 2" BRASS MARKER
PLATE W/ANCHOR
2, WHERE PVC PIPE IS BEING INSTALLED. 6 IN, OF
COMPACTED #57 STONE MAY BE USED IN LIEU
IMI
OF THE 4" CONCRETE BLOCK.
1
3/4" CHAMFER
I
AT EACH CORNER
GATE VALVE ASSEMBLY
1 1
I
EXISTING
GROUND
N.T.5
1111�1111=
II
� I
�1111==_IIII=1111�nIil
OTE•
1
2-N0, 3
REINFORCEMENT
BARS
1, BRING #10 SOLID COPPER WIRE TO WITHIN
6" OF TOP OF BOX AND INSERT INTO BOX
THROUGH DRILLED HOLE,
-
2 CUBIC FEET
CONCRETE MINIMUM
VALVE
MARKER POST DETAIL
N.T. S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
GATE
W-2
VALVE ASSEMBLY
REVISIONS
SYM, DESCRIPTION DATE BY
TRENCH WALL
UNDISTURBED EARTH IIII
IIIIII
�NII
DUCTILE IRON PIPE -
I
f I I 18,•
I-
I�I
•' . `,:-:� ,..�. ':.
ICI I
PIPE O.D.
_I I II
CONCRETE BLOCKING _
3000 PSI
II'II
=1+�=1,1+�� F�
11
J_ 12"
-1II
III -III -III -III -III
�-
TRENCH WIDTH
6"
SECTION
DUCTILE IRON PIPE
TRENCH WALL
ARTH
UNDISTURBED EARTH_",
III
THRUST RING -I1V
IIII
TO PIPE
III -
II
CONCRETE BLOCKING
. II
i2"
3000 PSI
IIII
IIIII
-4
6"
PLAN
THRUST COLLAR DETAIL
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
THRUST COLLAR
W-7
DETAIL
REVISIONS
?IPTION
STAINLESS STEEL
WRAP AROUND SLEEVE
THRUST
BLOCK
I
SOLID 4" CONCRETE
BLOCK W/ STONE
18"x18"x6" THICK
1/2" CONCRETE PAD
CAST IN PLACE
OR PRE -CAST
SCREW -TYPE ADJUSTABLE
CAST IRON VALVE BOX,
SEE DETAIL W-5
TAPPING
VALVE
TAPPING SLEEVE AND VALVE ASSEMBLY
N.T.S.
NOTES
1) TAPPING SLEEVE SHALL BE STAINLESS STEEL
WRAP -AROUND DTYPE AS MANUFACTURED BY
FORD, MUELLER, OR ROMAC.
2) PLACE TAPPING VALVE ON 4" CONCRETE BLOCK,
PLACE BLOCK ON 6" COMPACTED #57 STONE.
BACKFILL AROUND SLEEVE AND VALVE WITH STONE TO
TOP OF PIPE.
FULL CIRCLE SS BODY AS MANUFACTURED j
BY SMITH/GLAIR OR ROMAC
NOTES:
1,)INSTALL MARKER POSTS ON EDGE OF THE
DOT R/W LINE.
2.)PROVIDE MARKER POSTS AT ALL LINE VALVES.
3,)ABBREVIATIONS STAMPED ON POST AS FOLLOWS:
MV = MAIN VALVE BO=BLOW OFF VALVE
PLATE W/DIRECTIONAL
5 1/2" ARROW POINTED TO
1. I VALVE TO NEAREST
5 1/2" O FOOT
BRASS MARKER 2" BRASS MARKER
PLATE PLATE W/ANCHOR
ICI
` I 1 3/4" CHAMFER
I I I AT EACH CORNER
N I I EXISTING
I I GROUND
II
IIIIa muimiIII--- 1111 111=11111=11111
-I I
,0 1-:I f 2-NO, 3
iv I REINFORCEMENT
I I ... BARS
2 CUBIC FEET
CONCRETE MINIMUM
VALVE MARKER POST DETAIL
N.T S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
TAPPING SLEEVE
W-3 AND VALVE ASSEMBLY
REVISIONS
SY , DESCRIPTION DATE BY
THRUST
COLLAR
5' MIN MAINTAIN RODDING
(Tm)
{� FOR ONE FULL JOINT
LENGTH EACH SIDE OF
BEND, MINIMUM
3/4* THREADED
THRUST BBNDS
STEEL RODS
1/4' STEEL AT ALLEa5'TE
DEGREE
PLATE
STATIC THRUST
NUMBER OF NUMBER OF
S17F OF 45- BEND
IN POUNDS RODS REQUIRED
6"
4,328 2
B�
7.694 2
12"
17,312 2
16,
30,779 4
20"
48,091 6
24'
69,252 8
NOTES
1, ONCE INSTALLED AND TIGHT, THE STEEL RODS AND
BOLTS SHALL BE COATED WITH 2 COATS OF BITUMINOUS
BASE PAINT,
2, CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT BENDS,
FRANKLIN
COUNTY PUBLIC UTILITIES
DRAWING #
VERTICAL
W-8
BENDS
REVISIONS
21PTION
1/3 C.Y. NO. 57
WASHED STONE
AROUND WEEP HOLE
STEAMER NOZZLE
TO FACE STREET
18" MIN, GATE VALVE
24" MAX. AND VALVE BC
----
3/4" THREADED ROD
(2 REQUIRED)
I 6" DVCTILE k 0j
IRON PIPE .1
3/4" THREADED ROD
(2 REQUIRED)
WATER MAIN
II
II
6" M.J,XFLANGED LENGTH TO BE DETERMINED
1=
IIIIIII
90' BEND IN THE FIELD
6' DUCTILE
IRON PIPE
CONCRETE THRUST BLOCK
MECHANICAL
JOINT TEE
FIRE HYDRANT AND
VALVE DETAIL
N,T-S,
OTES:
1, ALL PIPE JOINTS SHALL BE MECHANICAL, MEGA -LUG RESTRAINTS
MAY BE USED IN PLACE OF RODS,
2, PLACE HYDRANTS AT PROPERTY CORNERS AS DIRECTED BY
FRANKLIN COUNTY,
3, ALL HYDRANTS SHALL RECEIVE 2 SHOP COATS AND 1 FIELD COAT
OF OSHA SAFETY COLOR RED AS DESCRIBED IN AWWA C502,
ALL NOZZLE CAPS AND BONNETT SHALL BE PAINTED WHITE- PAINT
SHALL BE HIGH -GLOSS ENAMEL,
4, FIRE HYDRANTS SHALL BE CLOW "MEDALLION",
5, APPLY 2 - COATS OF BITUMASTIC MATERIAL TO RODS OR
PROVIDE GALVANIZED RODS,
FRANKLIN
COUNTY PUBLIC UTILITIES
DRAWING #
STANDARD FIRE HYDRANT
W-4
INSTALLATION DETAIL
REVISIONS
71PTION
X MIN"
16'x1B X6 THK
2" MIN. CONCRETE PAD
CAST IN PLACE
CAST IRON
VALVE BOX 2' BRASS NIPPLE
2- BRASS COUPLINGI
(AS NEEDED)
SOLID BRICK PLACED
ON COMPACTED SOIL
UNDER VALVE BOX =11 i I=11I-_
;IIII ; _ IIII; 111-1
2' GATE VALVE
GROUND BURY W/ IIIII- =IIIIIIII .IIEEI11-
2- OPERATING NUT IIIIIIII IIIIIIII ,11=1'li1
2" 90' BRASS BEND
NOTE=
R,J- PLUG ALL GATE VALVES SHALL THRUST BLOCKING
�j
BE PLACED ON A SOLID
TAPPED 2" NPT 4" CONCRETE BLOCK,
BLO OFF AssWBLY AT END OF *ATER FAIN
CAST IRON
VALVE BOX
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
27 BLOWOFF ASSEMBLY
W 10 (PERMANENT)
REVISIONS
?IPTION
5-3/4"
5-1/4"
1/4
M,
BOTTOM SECTION
#7-5/16-
1 112" OR
90,
7-5/8"
NOTES TOP SECTION
1, VALVE BOX SHALL HAVE RAISED LETTERS
"WATER" CAST INTO COVER.
2. VALVE BOX ACCOMMODATES 4" THRU 12" VALVES.
3. VALVE BOX SHALL HAVE J' HOLE DRILLED IN TOP
COMPLETE BOX
DIMENSIONS IN INCHES
LENGTH
TOP BOTTOM
10
15
10
24
16
24
16
36
26
36
26
48
26
60
SECTION THRU WHICH A I" X 1" GALVANIZED FRANKLIN COUNTY PUBLIC UTILITIES
BOLT SHALL BE USED TO SECURE A 12GA. THHN
TRACER WIRE FOR NON-FERROUS PIPE, A DRAWING #
WASHER SHALL BE USED BETWEEN NUT AND 1I
INSIDE OF BOX, TIGHTEN HAND TIGHT,
4. SCREW TYPE VALVE BOXES ARE REQUIRED. SCREW -TYPE
5, DIMENSIONS SHOWN ARE FOR INFORMATION ONLY W-S VALVE BOX
AND VARY BASED UPON THE MANUFACTURER.
REVISIONS
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ALL CONSTRUCTION TO BE IN ACCORDANCE
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COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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REVISIONS
eIPTION
REVISIONS
71PTION
REVISIONS
71PTION
REVISIONS
RiPTION
REVISIONS
�N CAR0'�..
6" 90' MJ BEND 6" 4Y MJ BEND
NON-FERROUS INSECT
AND RODENT SCREEN
PROVIDE
CLASS P 12- THICK
I RIP
MJ TEE
(SIZE VARIES) Ir ALL THREAD ROD
4 - TOTAL LOCATED 90'
AROUND PIPE
THRUST
BLOCKING 6" 90' MJ BEND
THRUST
BLOCKING
4" CONCRETE BLOCK
6' GATE VALVE W/
VALVE BOX & COLLAR
6" aLO*t1JOFF ASSEMBLY
N. T S
REVISIONS
TIPTION
FRANKLIN COUNTY PUBLIC UTILITIES
RAWING #
W 12 6" BLOWOFF ASSEMBLY
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FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
2" TYPICAL RESIDENTIAL
W17 SERVICE CONNECTION
(VARIES)
A
TOM CATALOG ND's
X 3/1 COPPERSETFER
VrM72-i2llI-41-33G
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3/4" commAT10N sroP
F9I000-3G
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F1111000-40
SADDLE
STYLE 21213
METER BOX TO BE
PLACED ON DOT
R/W LINE (VARIES)
EXISTING ROADWAY
(VARIES)
CA METER BOX
(SEE DETAIL `IT-16)
(PLACE METER BOX
JON PER ENT
DATER DETER
IEASETJENT
AsSE APPROVED
DUAL CHECK VALVE
BACKFLO* PREVENTION
BALL T PE
ANGLE VALVE
ti
TYPE K SOFT
COPPER, WATER
, 00
SERVICE PIPE.
r •°. 1r o.1r 1r .• r
COMPRESSION FITTI G CRI P END OF le LG,
NO ADAPTER ALLOW 0 COPPER TAIL PIPE,
C01,1PRESSION FITTING
NO ADAPTER ALLOWED f COMPACTED FORD COPPERSETTER
BALL TYPE WASHED STONE (SEE SCHEDULE)
`-j CORPORATION STOP,
CTS COMPRESSION
-DOUBLE STRAP BRASS SADDLE
3/4" OR I * TYPICAL RESIDENTIAL SERVICE coNNECTION
,T,S,
NOTESt
I, DOUBLE STRAP BRASS SADDLE
REQUIRED FOR PVC PIPE,
2- DUCTILE IRON PIPE MAY BE DIRECT
TAPPED.
3. ALL FITTINGS CTS COMPRESSION TYPE,
4- METERS SHALL BE 3/4",1" AMCO.
NEPTUE OR ROVED EOUAL,
REC STRATON INUSGALLONS,
FRANKLIN COUNTY PUBLIC UTILITIES
RAWING #
3/411 OR 1' TYPICAL RESIDENTIAL
W13 SERVICE CONNECTION
REVISIONS
DESCRIPTION
iDATE BY
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FRANKLIN
COUNTY PUBLIC UTILITIES
DRAWING
#
WATER FROM HYDRANTS
W-24
TANKER DETAIL
1) SEE DETAILS -13 FOR
RESIDENTIAL SIERVICE
REQUIREMENTS
PLAN VIE*
2) SEE DETAIL -16 FOR
METER BOX
PERMANENT �yyVVAIER
METER EASE
REQUIREMENTS
STANDARD MULTIPLE
BRANCH S�RWCFS
T,S,
FRANKLIN
COUNTY PUBLIC UTILITIES
DRAWING #
STANDARD MULTIPLE
W 14
BRANCH SERVICES
REVISIONS
SYM, DESCRIPTION DATE BY
TRENCH WIDTH
PIPE WIDTH + 12"
NOTE:
BEDDING AND
BACKFILL SHALL BE
#57 OR #67 STONE.
4" MI ING
'lI 1-—1—II III I —III —III II�m_r,_I
I I I=1 I E=1I -111-1 -1 I I...I1-1 I I 1-1 11-
SANITARY SEWER MAIN TRENCH DETAIL
N.T,S,
NOTES:
1, BEDDING WITH STONE TO SPRING LINE FOR DEPTHS UP
TO 12'. BACKFILL WITH STONE TO TOP OF PIPE FOR
DEPTHS GREATER THAN 12'.
2. UNDER AREAS TO BE SEEDED OR SODDED, COMPACT
SUCCEEDING LAYERS OF FINAL BACKFILL IN 12" LOOSE
LIFTS TO 95% MAXIMUM DENSITY.
3. UNDER STRUCTURES, PAVEMENTS, AND ROAD SHOULDERS,
COMPACT SUCCEEDING LAYERS OF FINAL BACKFILL IN 6"
LOOSE LIFTS TO 95% MAXIMUM DENSITY EXCEPT COMPACT
TOP 12" OF SUBGRADE TO 95 % MAXIMUM DENSITY
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
SANITARY SEWER MAIN
S-1 TRENCH DETAIL
BRASS PLUG
MALLEABLE
BRASS
TEE (TYP.) SERVICE LINE
O
RPORATIO
STOP
1
COPPER PIPE
(
PE K SOFT)
SERVICE LINE
CURBSTOP IN
„ -
VALVE BOX
O
SERVICE LINE
O
:OADWAY
BRASS NIPPLE
I
I
DOUBLE
3TRAP BRASS
TAPPING
SADDLE
SERVICE LINE
MALLEABLE BRASS
O
NIPPLE (TYP.)
MAIN
.
NO. METERED
SERVICES
SIZE (I.D.)
5-20
2"
4
1"
2
3/4"
NOTES:
1) SEE DETAILS W-13 FOR
RESIDENTIAL SERVICE
REQUIREMENTS
2) SEE DETAIL W-16 FOR
METER BOX REQUIREMENTS
3) 2" WILL REQUIRE GATE
VALVE
REVISIONS
21PTION
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MALLEABLE BRASS
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WATER METER J
PERMANENT WATER
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METER ASSEMBLY
N.T.S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
STANDARD GANG
W-15 METER ASSEMBLY
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DRAWN #
4 SEWER SERVICE CONNECTION
S-5 WITH CLEAN OUT DETAIL
(NEW INSTALLATION)
A L
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FRANKLIN COUNTY PUBLIC UTILITIES
DRAWN #
4 SEWER SERVICE CONNECTION
S-5 WITH CLEAN OUT DETAIL
(NEW INSTALLATION)
A L
25"
-- 5.25"
.25"
SECTION D-D
ON. AVG. WIST,
FRAME
50 LBS,
COVER
20 LBS,
1,5"
U .25 F
JA 9.15"
SECTION B-B
I_ 5.75" ^1IVATER DETER BOX DETAIL
1 7,25" N.T-S,
SECTION A -A
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
3/41 AND 11 WATER
W 16 METER BOX DETAIL
REVISIONS
SYM, DESCRIPTION
DATE BY
TYPICAL
SANITARY SEWER SERVICE BACKWATER VALVE STYLES:
SCREWCAPS
FLOW
I FLOW FLOW I I FLOW
FLAPPER VALVE
TYPICAL
BACKWATER
VALVE INSTALLATIONS:
HOUSE
BASEMENT OR CRAWL SPACE
YARD/VAULT
HOUSE
INSTALLATION FOR
BUILDINGS BUILT ON
SLAB AND OTHER
LOCATIONS WHERE VALVE
CANNOT BE INSTALLED
CBSO 4 METER BOX IN BASEMENT OR CRAWL
OR SIMILAR BOX/VAULT SPACE.
OF APPROPRIATE SIZE
TO ALLOW REGULAR
MAINTENANCE
NOTES:
1, INSTALLATIONS OF GREATER THAN 4' IN
DEPTH MAY REQUIRE MANHOLE.
2. VALVES MUST BE INSTALLED IN A
LOCATION AT WHICH THEY CAN BE CLEANED
AND SERVICED REGULARLY,
TYPICAL SANITARY SEWER SERVICE
BACK -WATER VALVE INSTALLATION
(NTS)
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING#
TYPICAL SEWER SERVICE
BACK -WATER VALVE
S-6
INSTALLATION DETAIL
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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DocuSign Envelope ID: 85DBB56C-553D-4CE1-82C2-6C43FA69FE00
3
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MANHOLE FRAME
AND COVER
' 12" MAX,
PAVEMENT
MITI
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18" MIN.
W 1
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PENETRATION
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6" MIN. SCREENED
GRAVEL BASE
O,D. AS REQUIRED
(NCDOT #57 OR #67)
ECCENTRIC CONE
TOP MANHOLE
SECTION�A-A
FA
PIPE PIPE
NOTE
MAKE REQUIRED FLOW MANHOLE WALL
DIRECTION CHANGES IN
MANHOLE BY SMOOTH o
TANGENTAL CURVE OF A
SHAPED MANHOLE INVERT,
PLAN VIEW
PRECAST MANHOLE DETAIL
N.T.S.
FRANKLIN COUNTY PUBLIC UTILITIES
REVISIONS
syw, DESCRIPTION DATE BY
BALL BALL
N VALVE VALVE
0
z UNION UNION
z
w
TEST
� COCK
m
a
12'
"HEAT SOURCE RECOMMENDED"
CONCRETE BASE
NOTE:
4- DITCH MUST REMAIN OPEN UNTIL BACKFLOW
— 15 INSPECTED BY WATER RESOURCES PERSONNEL —
1, THE BACKFLOW DEVICE SHALL BE WITHIN 5' OF AND ON THE PROPERTY SIDE OF THE METER,
— FOR DOMESTIC IRRIGATION THE BACKFLOW DEVICE SWILL BE WITHIN 5 OF THE METER,
2, ALL REDUCED PRESSURE BACKFLOW DEVICES SHALL BE INSTALLED ABOVE GROUND
IN A HORIZONTAL POSITION_
3, SHUT OFF VALVES SHALL BE FULL PORT, LINE SIZE, LEVER TYPE, AND 1/4 TURN
BRONZE BALL VALVES,
4, DEVICES SHALL HAVE TWO RESILIENT SEAT BRONZE UNIONS BETWEEN THE SHUT OFF
VALVES FOR REMOVAL OF THE DEVICE,
5, THE DEVICE SHALL HAVE 4 TEST COCKS WITH ONE BEING INSTALLED ON THE CITY
SIDE OF THE INLET BALL VALVE_
6, APPROVED UNITS: WILKINS, WATTS, FEBCD, CONBRACO
7, APPROVED ABOVE GROUND ENCLOSURES; "HOT BOX". HYDROCOWL, SO, OR BFP
PRODUCTS MOD, BOX MUST HAVE DRAIN,
& TANDEM BACKGLOWS REOUIRED IF SERVING MULTIPLE USERS OR SERVICE CANNOT
BE INTERRUPTED.
9, MUST BE TESTED UPON INSTALLATION OR PRIOR TO PUBLIC USE,
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING # 3/4' - 2° REDUCED
W_20 PRESSURE BACKFLOW
PREVENTER
REVISIONS
iIPTION
I MANHOLE FRAME
PAVEMENT
AND COVER
12" MAX.
-
-
18" MIN.
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GROUT 4" FILLET
3" T I
AROUND BASE
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" `
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BASE
c& kP $
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6" MIN. SCREENED
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GRAVEL BASE
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SECTION A -A
4„
CAST -IN -PLACE
TYP, L
� PLASTIC STEPS
P. m
10" CAST IN PLACE
CONCRETE BASE
FLOW
PIPE
PIPE
MANHOLE WALL
"
NOTE:
3
MAKE REQUIRED FLOW
o
DIRECTION CHANGES IN
MANHOLE BY SMOOTH
PLAN VIEW TANGENTAL CURVE OF
SHAPED MANHOLE INVERT.
PRECAST
MANHOLE DETAIL
(BUILT OVER
EXISTING SANITARY SEWER)
N.T.S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING#
PRECAST MANHOLE DETAIL
BUILT OVER
S-8
EXISTING SANITARY SEWER
REVISIONS
21PTION
1 " LETTERING
O
O
O O O O
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O O
(2) PICKBARS WIPER GASKET
1 SEE DETAIL 33/4
1 �8" 17/,
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PICKBAR & GASKET
GROOVE DETAIL
1" HOLES ON
31
31 DIA B.C. EQUALLY
SPACED 90' APART &
(3) 1" DIA (25mm) HOLES
ON 31" DIA B.C. EQUALLY
SPACED 120' APART
NOTES:
26"
1, MATERIAL_ GRAY IRON CONFORMING TO
ASTM A48 CL35B,
WIPER GASKET
i
1
1
2, CASTINGS TO BE UNCOATED,
0 0
278
3, COVER TO MEET OR EXCEED AASHTO
M-306 PROOF LOAD OF 40,000 LB,
COVER SECTION
4, ALL LETTERING TO BE CLEAN. CRISP
AND CLEARLY LEGIBLE.
5. CASTING MANUFACTURER MUST BE EAST
2SY4+'
JORDAN IRON WORKS, INC, OR
APPROVED EQUIVALENT.
13/8 "
6. CASTINGS TO BE MADE OF RECYCLED
bi
MATERIALS, 75% POST CONSUMER WASTE,
24"
I ��
EST, WT.
-I
COVER; 170 LBS 77kg
FRAME: 175 LBS 80kg
283/6
UNIT; 345 LBS 157k 9
-
Ml SPEC.
- 34"
COVER - GRAY IRON
FRAME SECTION
ASTM A48 CL35FRAME - GRAY IRON
ASTM A48 CL35
HEAVY DUTY WATERTIGHT
MANHOLE
RING & COVER
N.T.S.
FRANKLIN
COUNTY PUBLIC UTILITIES
DRAWING#
WATERTIGHT
MANHOLE RING
S-12
AND COVER
REVISIONS
SYM, DESCRIPTION DATE BY
INSTALL MINIMUM ONE FULL JOINT D,I.P,
FROM MJ x MJ TEE PRIOR TO TRANSITION
TO PVC OR OTHER MATERIAL
COMPACTED TRANS GASKET
TO PVC PIPE
COMPACTED
BACKFILL
PVC PIPE
DUCTILE IRON PIPE a
AND MJ FITTINGS
IL
4 3/4" ALL
LO
O THREAD RODS I
a N
'III
° UNDISTURBED EARTH
CONCRETE THRUST BLOCK
O O 00 o
—I COMPACTED PIPE BEDDING MATERIAL
PRECAST CONCRETE MANHOLE
WITH OUTSIDE DROP CONNECTION
N.T.S.
NOTES:
1) OUTSIDE DROP
REQUIRED FOR DROPS
30" OR GREATER.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING# PRECAST CONCRETE MANHOLE
S-9 WITH OUTSIDE DROP
CONNECTION
5/8"
REVISIONS
21PTION
1 '-1 1Y2"
1"
1 /4" DIA, NEOPRENE GASKET
COVER SECTION
2'- lY4"
1'-113/4" r1"
Franklin County Public Utilities
Subdivision General Utility Checklist
Adopted 6-15-2017
Job Name
Engineer
Water Lines
_ETTERING
(4) 1"0 HOLES
ON 29-3/4"
BOLT CIRCLE,
'2) CAM LOCKS
ROLL PINS
X1-3/4" LONG
CAM LOCKS
E DETAIL
7/8"
BOTTOM VIEW
1Y4"m
5/8" I
CAM LOCK
CAM LOCK DETAIL
Y4„ I� 1Y4 �� 5/8„
YS„ Y4"
CAM HOLE &
GASKET GROOVE DETAIL
FRAME SECTION
LOCKING MANHOLE COVER & RING DETAIL
N.T.S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
LOCKING MANHOLE
S-13 COVER AND RING DETAIL
All water lines will be DIP located in pavement. Waterlines will be
on right side of pavement, PVC will be allowed when pipe is installed
in shoulders on existing roads.
Water line minimum bury depth is 3 feet to top of pipe under
pavement. If pipe is located on shoulder of existing roads, then pipe
will be a minimum of 4' bury depth.
Water lines will be installed under asphalt and Mega -lug restraints
standard throughout system.
Waterlines crossing under storm pipe shall have at least 24" of
separation. Over storm pipe 12" to 18"
All gate valves required Clow or American Darling.
Coated solid copper tracer wire and detector tape for PVC
Tracer wire requires Copperhead testing port inside TS specified
valve box for PVC only. Test ports will be located at all intersections
and fire hydrant valves not located at intersections.
Fire Hydrants
All Fire Hydrants and gate valves manufactured: Clow Medallion or
American Darling Mark 73-5
All Fire Hydrant legs shall be DIP
Fire Hydrant caps and bonnets shall be painted white
Rust-Oleum/Oil Based - 7790 Flat White
_Minimum 6" leg for Hydrants
Distance between Hydrants no more than 500' in subdivisions
Gate valve required for each Hydrant
Gate Valves
All Gate valves shall be Clow or American Darling.
All gate valve boxes to be screw type adjustable with 12" concrete
around valve box.
Brass fittings manufactured: Ford (compression type)
Three valves required at intersections, At T's Two
Valve Boxes require concrete donut around box
Tracer wire requires Copperhead testing port inside TS specified
valve box located at all intersections and fire hydrant valves located
further than 100' from intersection.
REVISIONS
SYM.
DESCRIPTION
DATE
BY
NOTES:
1. FLEX. BOOT SHALL BE
CONNECTED TO MH, WITH
STAINLESS STEEL EXPANSION
RING. FLEXIBLE BOOT
CONNECTORS SHALL CONFORM
TO ASTM C-923 SPEC.
NOTE:
CAM -LOCK
VENT SHALL EXTEND TO 1 FOOT
MANHOLE
ABOVE THE 100 YEAR FLOOD
AND COVER
ELEVATION -OR CONTRACTOR MAY
INSTALL SCREENED SEWER VENT
CHECK VALVE 18" ABOVE GRADE
PLACE STAINLESS
STEEL SCREEN OVER
THE END OF THE
VENT FASTEN WITH
STAINLESS STEEL
HOSE CLAMP
13"
100 YEAR FLOOD PER
FEMA FIRM MAPS
12" MIN,
V) N
a LIZ
HEIGHT
o Q g CAM -LOCK
FLANGE TO
0 MANHOLE RING
FLANGE
16 o z AND COVER
CONNECTION
Fo
ALTERNATE -SCREENED \_
_\
-
=
SEWER VENT CHECK
ISOMETRIC
= 12"
VALVE BODY ALUMINUM
ALLOY 18" ABOVE GRADE
w
RE-ESTABLISH ORIGINAL
=
GRADE ELEVATION
II
CORE MANHOLE AND INSTALL
m
BOOT ON THE INSIDE OF MANHOLE
SO AS NOT TO INTERFERE WITH
THE INSTALLATION OF THE VENT
PIPE, GROUT ANNULUS AROUND
PIPE INSIDE AND OUT
4" STEEL PIPE TYPICAL GALVANIZED
STAINLESS STEEL STRAPS 2.5' ON
CENTER ANCHORED TO MANHOLE
WITH STAINLESS STEEL BOLTS AND
WEDGE ANCHORS (2 STRAPS MIN.
L
PER VENT)
111111=IIIIII—IIIII I
SECTION THRU MANHOLE
MANHOLE VENT DETAIL
N T S
REVISIONS
21PTION
ENT W/STAINLESS
TEEL SCREEN
MANHOLE AND
ALL BOOT ON
)E OF MANHOLE
4" STEEL PIPE
PAINLESS STEEL
(RAPS ANCHORED
MANHOLE
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
S-10 MANHOLE VENT DETAIL
NOTES:
1, COPOLYMER POLYPROPYLENE PLASTIC STEP
SHALL BE PLACED 16" O.C, IN ALL
STRUCTURES 5' DEPTH OR GREATER.
2. STEPS SHALL BE INSTALLED BY
MANUFACTURER AND SHALL BE ALIGNED OVER
STRUCTURE INVERT OUT.
3. DIMENSIONS SHOWN ARE TO CONVEY THE
DESIRED SIZE OF THE STEP, STEPS OF
SIMILAR SIZE AND CONSTRUCTION MAY BE
ACCEPTABLE PROVIDED MATERIAL SUBMITTAL
IS APPROVED BY PWC.
4, MATERIALS OF CONSTRUCTION AND METHOD
OF INSTALLATION SHALL BE IN ACCORDANCE
WITH OSHA STANDARDS AND ASTM C-478,
1/2" GRADE 60
STEEL REINFORCEMENT
12"
PLAN VIEW SECTION "A -A"
SERRATED TREADS WIDE ENOUGH
A—ITO STAND ON WITH BOTH FEET
FRONT VIEW
31"
ftr'(6
9H0ANHWALL
5" MIN.
SIDE VIEW ISOMETRIC VIEW OF STEP
STRUCTURE STEP DETAIL
N.T.S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
S-14 STRUCTURE STEP DETAIL
Service Taps
Tapping sleeves to be stainless steel wrap -around
Direct taps ''%" and V are allowed on DIP
Water meter boxes (MBX 2-18" cast iron oval w/solid lid) for 3/4 & 1"
All fittings shall be Ford Brass
All water services shall be Type K soft copper 1" x '/4 " x 3/4 " Y
Concrete valve markers required for all valves at main entrance to
Subdivision and along major roads (SR, NC and US routes)
Sewer Service
All Gravity Sewer Lines SDR-35 PVC when 10' or less
Gravity Sewer Pipe Deeper than 12' DIP. All Ductile Iron Sewer Pipe
requires coating with 401 Protecto Ceramic Epoxy Lining.
Sewer Service Laterals DIP when Gravity Sewer is DIP
Sewer Service Risers PVC down to 15' then DIP
400 feet maximum between Manholes
Manholes deeper than 10' requires 5' diameter
Manholes deeper than 15' requires 6' diameter
Asphalt will be required 18" wide and V deep around manhole
rims when located in pavement or roadway.
Outside drops will be DIP utilizing a cross for a road rated clean -out
2 3
REVISIONS
iIPT10N
L
4-1" HOLES IN
FLANGE Q 9D'
2'-1Y4",
1'-113/4"
1'-11J/2
1
SECTION A —A
JER
COVER
IT
MANHOLE
NOTES MANHOLE COVER DETAIL
1. COVERS TO READ N.T.S.
"SANITARY SEWER"
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
S-11 MANHOLE COVER DETAIL
REVISIONS
71PTION
CORE MANHOLE WALL AND
INSERT RUBBER BOOT,
GROUT ANNULAR OPENINGS
SOLVENT CEMENT CROSS
RUBBER BOOT WITH S.S. BANDS
ADAPTOR;
PVC: SDR PIPE-SCH 40 PVC ADAPTOR
DIP: DIP TO PVC SCH 40 OMNI COUPLING
HMINIMUM 18' JOINT, DIAMETER
AS SHOWN ON PLANS
I .I
STAINLESS STEEL STRAP
I
I
WITH SION
BOLTSS.1$"EXOPC, 1ST STRAP
EXISTING
SANITARY SEWER z
—
TO BE LOCATED AT TEE W
v
45' PVC SCH 4D BEND
I:I
ANGLE TOWARDS INVERT OUT
I
�L�
4" SERVICE CONNECTION TO
EXISTING OR NEW PRECAST MANHOLE
N.T.S.
NOTES:
1, ALL SERVICE PIPE SHALL BE SCH, 40 PVC,
2, ALL SERVICE ENTRANCES SHALL BE CORED AND BOOTED.
3, LIMIT NO, OF SERVICES INTO MANHOLES TO TWO(2) FOR
4' DIA, MANHOLES & THREE(3) FOR 5' DIA. MANHOLES,
4. INSIDE DROP SHALL BE SAME MATERIAL AS SERVICE FOR
ENTIRETY,
��Fnkl i n
Public Utilities
.—
ounty
1630 US #1 Hwy
Youngsville, NC 27596
°i�"`
AResearcbTn'a"gleRrgion Commu"iry
Phone: [phone]
Fax: [phone]
www.franklincountync.us
July 31, 2019
Standard Specifications
The following information is in addition to the previously published specifications.
Fire Hydrants can be:
Mueller Super Centurion 250
M&H
Clow
American Darling
Valves can be:
Mueller
M&H
Clow
American Darling
Brass fittings needs separate approval, submittals are required for each job
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
FRANKLIN COUNTY PUBLIC UTILITIES
Ri
4 SERVICE CONNECTION
S-15 TO EXISTING OR NEW
PRECAST MANHOLE
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