SW6231107_Plansheet - Misc. Detail_20231115 (4)

drawn by DD
ALL STOP SIGNS TO HAVE checked
GENERAL NOTES: GRADE C REFLECTIVE
1. INSTALLATION REQUIRES A MINIMUM OF ONE 4'-O'LONG SECTION OF REINFORCED CONCRETE AND FOR MONOLITHIC I NiG�BE TO SHEETING. reviewed
PIPE BEiWEEN CATCH BASINS.
2. SEE NCDOT STANDARD 840.01 FOR DETAILS BASED ON PIPE SZE PER CROSS SECTION. CONTINUOUS date April I CONSTRUCT TWO SINGLE BASINS PER NCDOT STANDARD WITH DOUBLE INTERIOR WALL- NOTES: -i,r o r o
4. ALL CONCRETE TO BE 3000 P.S.1 COMPRESSIVE STRENGTH. INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. �� Nov 0
5. BASE SLAB SHALL BE MONOLITHIC. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHORN WARY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED I-? ® F ~
6. PIPE SECTION 02 CONNECTING CATCH BASINS SHALL HAVE A MINIMUM DIAMETER SAME AS J M THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND NAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. 'C r _ ¢z<, ¢N'4,-a job n0. 20-1035-02
7. ALL REINFORCING STEEL SHOWN !NCDOT STANDARDS IS TO BE PROVIDED AS CONTINUOUS o_J CO(DLOUTLET PIPE D-1 =u NdAN '��`• �J rL o= aG"z art" SO"Sim era LL
0 9°C�-
MEMBERS.(NO LAPS,USED AS A SINGLE CONTINUOUS BAR IN THE SLAB) w¢ LL= R` o•vE T w Q i7 i eIBN FAca w Q O LL=
�t°q NE SET os =Z s4 n 24"MON 4#"x 4r SM eNu aG�LT for mPPeA 0�z=a
f�l
iO p Dj N F•- O I i6^ ALUIU MM ARTS dI I••• OW Q J oc Q«,e.a•[a� , ,"1" 'S NYLON EAS(ACC . .D.,T 1 +11#"THICK.
'F 7�� E a nr RRPONO AIO.•�••••","tRTAatR b." , `PLA �"i � QG T,�•s•aces ' OO I TYPE"E"Sim ,�-ii�`f(+"+3-,R• • jj''LxC MtDBI , LuO
Y - Y I �T ,a, ,� RACK OF Slat Kur
L h J ' a t' PLAN SIDE ;- - -�
ELEVATION �,. .mP ,� Cd
J4 BARS PLAN SIDE i r� VALIDATION STlume +-'
o INLET c OUTLET 1• ELEVATION ®" SDPPLIEG BY SIGN PLANT ASSEMBLY DETAIL Q
FF N ;L
tT 'SJiK. ME'R'aMi
cc C3
2 C. NMITIePtAL A%aErn,Da uDAlmYcn M K S ov a 2r CC Z
FLAN ,e- ��1 I I ,aL2" I o t~e �, t=S N t---- # #--- +.S" to i�/1 c� O
r NT..
8 8' --" CAST IRON CAST IRON z ,.„► a WTI #
ELEVATION ELEVATION ' W �Sr T::E�'Y "" �""'10'"" '' 040 SG 1 ( x I ( MAX
3 /4 BARS �a •RnOne ox IL 6. O -
INLET 9 OtJH.Er 'J 50 nERDKR ne a ws sAYx DerATu N.y,O• I ( ( I �a J -
TI.- O .+..•rr RALELSM ♦ FDA aa•csam.TT.E^D•s'e•aroMs Off'•
Q novas w snec r,m Re,,w O J Q�U
.� rATi GFr Rasr EASE Rae SIDE DP rnoea Nua Roes N aaI OP aler Pert rAMItNum Ttte b••<F'NItlE • Q tt T I--x s iS"
_ #S BAR OR P R P - P R P}-e- ,Y Ora.ROIMD DA SMRaE MIOORN ALL M t'41i
t" ems• = 1TaR" #QALv D 0 i'- a,.-,,W 64 TO 70 tS4 ""�BARdl•i 4 Z 1POST
wBT Z� Z •(..I N T
r • Q �, NICE SIDE 0i tV1 iD BMJ!OF'i•ffiEI '� '! Y A 2 v
'W m Q ' �- 4 TYPE•D"Bi8119 K1aE8 DRILLED iKHiE° FSIMED OR AIR W
BANIMEO AAD HICK FILLED EITH SOIL
zt >, » F ; -► i ,.eEcr TYSE'0,'W".AM F amKe oe P.MMYe mN,RE XEra EM OF ne UGO z0 PT. 1-Z = I"JOM WALE F- A�• i� bQ Z / +�
§.$�• 0 PRM TIE TINYEL LANE. E%tr Ati OTTER'D° •E• Fro•F'"I"S WITH
""'m0E"THE (n TYPE•E"AND'F"8i8N8 (f� y s, �+ W L1J (� f`
SECTION J-J 30 TO 36 PIPE W 826E AT TKE ENNE OF TN6 DRKROEA BRFAK IT.RfMnNM CL6WhMCE.1C FT.DESRP MR,FAUM,IE BODW a< o w - - - _ 4
T' WON A INS H DR Aa TO 04Os®RR PIA.,HEErR.
II'M.ET SLOPE E t m • POLYPROPYLENE Z S.
HB•'r TYPE'#`."E'.AM"F"BIiB#ITN THE SURD•OF 9I91 A88BELY AT LEAST T FT.ABDYE ifE E➢� (01E-w IRKING CO � � �LL
•tt2{ of TeE rswSi NISI aR NEWS nTR x aN'EE vaes wn Ar agar a VAR w RmIR Routes. nE vaOxcra p•I C.� Fj (� -1 V
'.i.•^..I.r• aFrtnAlrDE]B T FT.sEA6 INOIaxEt ova PEOEaTIRAM TRRFSIC AMI(a PArM®vEIACIEf.
- L 'SIDE PLASTIC SIDE ~/ a.TfE VERTICAL KNOMON W10MR MRWRMI HOLE CENTERS ON ALL TYPES W "E',AND'F'SITARS ZI ' PAVEMENT � � ("-O Cn
ELEVATION 0 ""' 30'UWTK R. THE WRTICAK.AND".12 MTAL almemON6 NETNEWS MItFITDID KKKLEI is TO THIS in Z► '"Y-•
V " - COMPOSITE PLAN ELEVATION rr 0 ' STOP ,,,"�,w .EIA INOR. EARN SG"PAIL HAS A MINIMUM OF R MOLTS FEN MTM. W IL C ,�.stmPORra w �• ? Elj� O LLl � y
® STOP 4• M93LMArTACK also T%iE maN SI...eWr•PElrrnm.eFF A ..r oEruL OIEEr1 x ff SRO.:aO.M P .I .STYES ., 1•' J W
a 1 _ R .IRON .a5501 - DETAIL FOR I,6B'ZALUT201t OF _
REINFORCING STEEL s_FUNISH AND IMNTALL SAWN-SAACI D AH OWN IN DETAX.PAIIIT Oft K=0 WWAM SO APPROVES.2Do P ADR IPQIB Op ATTACHED SHEET CHANNEL POST IN CONCRETE �) ILIA 0 Qy
R 9saNL PONE ARO ooBR-R1MCna ra"THE M sItE OF 1XE PLAROE.TINNY TIE MqS OF �NINKMIN 1 FT.BETWEEN OMML POSKI � T-{ W O
Slump)FUM mmamTIpI TYPE"0"aE'F'SSBE. Vl ` , ,<. (••1
ELEVATION NOTE; r.TTE EaeS IEIRNI#1.-a A8 in WAN NOT WE LAKASS,IIER M,•. 'V'
» M #3 DEFORMED ,2" 00 NOT USE IN HOLE PUNCHING DETAIL MMM�"TTii�1"11 N �
SECTION Y-Y 15 t0 24 STEEL}ROD SANITARY SEWER MANHOLES. UT a n axoN AS[MIMLZE#REQUIRE IRRE,W TMD u.aKANNX BINPENIN.INS EEPOR,s sPUL RE :~
SECTION A_A ELEVATION �8�40.66
T,ACRf A RTI¢ENr 0T a FT,eeTw�r POSTS. ■O NO N TtYn MID PparH sLEL iAtL M,raM T Fr. HEFT t OF z EEf z OF 2 t1) 'Q '
TYPICAL BRICK DOUBLE CATCH "�'"�° '~° "�' PAT•,OR, a,a Aa,F;LY M ET RE PLACED MW RRxO Ew>ER PROWELR00. 904.50 904'.50
0
BASIN 15" THRU 36" PIPE �4
0
SAWCUT ASPH_EDGES STRAIGHT AND TRUE APPROX.2"DEEP
IMMEDIATELY PRIOR TO PATCHING. JAGGED SAWCUTS SHALL
NOTE: SIDEWALK CONSTRUCTION DEFERRED NOT BE ACCEPTABLE. STRAIGHT UNIFORM WIDTHS PARALLEL U
THE EDGE OF PAV'T OR CURB ARE REQUIRED. THE FINAL PRODUCT
TO HOUSE BUILDER/CONTRACTOR Rf W 50' R/W SHALL BE SUBJECT TO THE ENGINEERS APPROVAL-
Sf C R/W / MAXIMUM"PAYMENT"WIDTH(INFORMATION IS FOR USE ON ANNEXATION NOTES:
P F PROJECTS ONLY): 2.5"1-19 8 OR C
1 1.0' 5.0 11 28' B.B. 5.0 10'MAX.SANITARY SEWER MAIN(10'OR LESS)
SIDEYIAIX& (SEE DETAIL) r SDEWALK& 12'MAX.SANITARY SEWER MAIN(OVER 10'IN DEPTH) TACICCOAT
UTILITY ES IT „� 5.0 6.0 24" 6.0' _� SLOT 18'Umny EST 6'MAX.SANITARY SEWER LATERAL 4'MAX.WATER MAIN AND LATERAL TARS yy))
5 0• Pti l► ;I 18 SIDEWALK �"� 2' BIT. SURFACE SLOPE
0irlAx. SIDEWALK SAW CUT EXISTING
LOPE • ASPHALT EDGES
- ti Y (WIDTHS GREATER THAN MAX.WILL NOT BE PAID
2.0% MAX. \ d--i LOCATION OF - `:,,. _ 2.OX MAX. - ) dt TRUE
24' ROLL-BACK CONCRETE CURB
1TFL';- ;R- BOTH SEWER I -I y - CQNC CIRRI
_,,,_ a wATTat tel:, a I I 1= ;s- 3.00% SLOPE _ cc
s IT- LATERALS I f t 3=E I t I I 4-S _T..._, I I I= {4_? F I .R 1 _wE I j F i I BOTH
SF 9 5 A RESIDENTIAL
COURSE
TI I j s t{� Igr f,.,' :"-r:. ts:' " ""• -I}, t _t I I i 1- LATERALS I
- } I - ifr.: =t= ; <:.. .? <�: :,•}:: -"c S1TA6xa«�i i r E - =I i I `: SEE
_ _ Ii I i-i I(-,i,-_,; � I:i I. : :€:ate ` �' " �; .,. .s 1 4. ":}'4. - -i i - P i - S 9.5 B LIGHT COMMERCIAL
- -- r r 'n -1 . E I, ,!I -'= I I #' k S 9.5 C HEAVY COMMERCIAL $fC $fC
�I ! I ..--i,+ SIDEWALK "ems E _:. � EXISTING
I I 1 E I '}' _ } 1-i a:�I _- -I I I t -_I-1' - DEWL ASPHALT 9.
-I I I I----i I �' 7 �'�{ f I_.'^-I+1*;^_.a! I ' I�..._.3 f �. DETAIL - '4
I==_I I. I (R� ' 1I P I_�! • l I� 8' A8C STONE BASE „ .I i r^ WATER TO REMAIN. - -
I ........::::,. ::::::.:::::: :::::::::-::: :..
t1 •�, 1. E , �I , =- - = i,:,, :-I €k--; 1_ SLo 9 1 2 , : _
A
�}
I _ REPLACE CONC.
I
,�- -- _
' I,..--- E�•----i s--'I ;I s a t i s t t i 1 e;----i �fl .::::i::......:ii:•:':Ric:_�::•�:i::�:-:�:•:�:......::i:ri.i:°•i::::i•� CURB AS
} � #ICI E 1- I N TYPICAL STREET N.T.S.SECTION (50 EXISTING
R/W) ALL STREETS IN KINGSTON VILLAGE - ~ • :~':"' - �t ASPHALTNECESSARY
ARE TO BE PUBLIC AND ARE TO BE - EXIST._) - ;! -w-. - TO REMAIN.
CONSTRUCTED PER THIS TYPICAL = BASE-�II 0D II�III�IIII-
II I !` NOTE: ROADWAY CROSS-SECTION. III = =
TYPICAL SIDEWALK SECTION FOR 1. ALL ASPHALT TO BE PER MIX S9.5C. _ I�IIII II TACKCOAT(0.25 Gal/sy.)
ALL STREETS ` 2" ' '' 4.III II ALL PAVEMENT EDGES
6'MIN. IIiI
N.T.S. 2. TABLE ERASE CAN BE
SUBDIVISI IF ON UBGRMANU DE TESTING INDICATES SOILS ARE
RjW " UNDISTURBED 1i
CURB AND GUTTER TO BE POURED I RfW SOIL i STREET I ( >
IN 10' SEC11ONS WITH EXPANSION 100' MAX (VARIES)
�
J MT S EVERY 50'. PLAN
90" IF MACHINE PLACED. 10' 80' B.B. MAX (VARIES) ST 3'OF FILL BELOW
SUBGRADE OF STONE SHALL
SLOPE 8"AGGREGATE BASE COURSE BE COMPACTED TO 98%MAX.
1 1 j-x. SLOPE 24" 2" BIT. SURFACE 2.0% MAX. COMPACTED TO 100%MAX.DRY DENSITY DRY DENSITY IN MAX.8"LOOSE
11 $' a 33 i S. :-:: 2.0% MAX.
P,OF MR* - �I I-; 24" ROLL-BACK CONCRETE CURB AS DETERMINED O OR WITH
PE MI LIFTS.
I 1' -I C MODIFIED BY NCDOT OR WITH PERMISSION
3.00% SLOPE OF ENGINEER.
## 1�- t 1 - TYPICAL PERMANENT SAWCUT
E 17-
1r�''2t" =E I I �I 11,`I�I _I t C I!i-IT � i `I i, � SEE APPLICABLE TRENCHSEE SRiEMGdK }- i i �---5 3 _.:::• •t- _s.• -i'r : :};» ,:•Y,• . . I�:;t. E 3 f,=.. DETAIL FOR COMPACTION
I I 'I, I- ( !=i(.•" :•�` '+.A'o•.'' `l.4't'�'''a 'i,-•..;i' TI S, f iEE Rom' I 'I � -;„:..r`+•"- "'1� -�•{i~ ••-S"C •Y - I,, t . a OF REMAINING TRENCHDETAIL E- SLOPE �I I r .Ir 1- �I t. S ^ S �iAND PAVEMENT PATCH DETAIL
w -T 2.0% MAX. 1 C�_. 1 I j�l I i 't'G ~:'*.£...:•�_: i,I. T i i .I a , s _..I 1; SEE SIDEWALK
4 : 1j<2i� -I€s •` ,<_4 r I` 11/llll!!I/
1- t DUAL
1 7 8 ' ABC STONE BASE 1 j2• I#,=(t I- I p- NOTES `` i�
3000 PSI CO NIC�tE'TE LCMF PON0 MB*All* 1. CONTRACTOR SHALL PATCH PAVEMENT TO THE SAME PAVEMENT CROSS SECTION AS EXISTED PRIOR TO REMOVING 6. MILLING OPERATIONS SHALL BE UMITED TO 1800 FEET PER MAIN LINE, NOT TO EXCEED 3000 FEET IN TOTAL OF
TYPICAL CUL-DE-SAC DETAIL PAVEMENT. THE STREET CROWN SHALL BE RESTORED. PATCH SHALL MATCH EXISTING PAVEMENT WITHIN 0.02' DISTURBED ROADWAY FOR THE ENTIRE PROJECT AT ONE TiME, WHERE CONTRACTOR SHALL PATCH PAVE 0
WHEN CHECKED WITH A 10' STRAIGHT EDGE. ADJUST PAVER AS REQUIRED. PATCH PAVING MAY OCCUR PRIOR TO DISTURBED AREA OF ROADWAY PRIOR TO DISTURBING ADDITIONAL ROADWAY. •N ��
24' N.T.S. PULLING MANDREL THRU SS PROVIDED DENSITY TEST E TRENCH BACKFILL MEET THE REQUIRED DENSITY AND +` ��,, 1L1
��}} J�p (°� '+ ENGINEER APPROVES PATCHING STREET PRIOR TO MANDREL TESTING SANITARY SEWER MAIN. 7. AT NO TiME SHALL THE TRENCH BE LEFT UNATTENDED WITH A VERTICAL DROP GREATER THAN 1 INCH FROM (z.
24" STANC�ARD ROLL TYPE ASPHALT SURFACE TO TOP OF BACKFILLED TRENCH.
2 WHERE PATCH OF CURBING OCCURS CONTRACTOR SHALL MATCH EXISTING CURB GRADES WITHIN REMOVED
FEET, 8. IF PAVEMENT SETTLEMENT OCCURS WITHIN 1 YEAR, THE CONTRACTOR SHALL REPAT'CH AT NO ADDITIONAL EXPENSEREPATCHED AT
,/'� �'�" CURB
PATCHES THAT ARE ABOVE THE CURB GRADE LINE WILL NOT 8E ACCEPTABLE AND SHALL BE REMOVED AND TO THE OWNER. �•.• ~ •'ly�
CONCRETE E CURB AND GUTTER EXISTING CURB.NO EXPENSE TO THE OWNER. CURB PATCH SHALL BE THE SAME SHAPE/TEMPLATE AS THE Nr .##640*0'
* 9. NCDOT WILL REQUIRE FULL DEPTH ASPHALT PATCH TO MATCH EXISTING ASPHALT THICKNESS ON STATE aQ i
N.T.S. 3. CONTRACTOR SHALL ENt BE
REQUIRED TO
NOT PROCEED UNTIL TRAFFIIC CONTROL
AND
ARE ICESA S REQUIRED
CONTR BY THE SHALT BE OR MAINTAINED ROADS, NCDOT REQUIRES PATCH PAVING SAME DAY AS REMOVAL ��Y�j�� ® ®�`rZ►4�
RESPONSIBLE TO PROTECT NEW PAVEMENT FROM TRAFFIC AND OTHER SOURCES OF DAMAGE UNTIL ASPHALT HAS 10. TEST FOR DENSITY OF COMPACTION MAY A MADE AT THE OPTION OF THE ENGINEER AND DEFICIENCIES SHALL BE
_ SUFFICIENTLY COOLED TO PREVENT DAMAGE FROM SURFACE DEFLECTIONS. CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST PL THE OWNER. THE ENGINEER MAY HAVE
6ID�.N!_R Xb Y,R.t pTn NOTES: o(� COMPACTION TEST PERFORMED AFTER THE BAGKFlLL IS COMPLETE. CONTRACTOR SHALL BE REQUIRED TO
40
3^R A B 4aY t. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT, CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING �¢ 4. CONTRACTOR SHALL SAWCUT EXIST. PAVEMENT STRAIGHT AND TRUE PRIOR TO REMOVING ASPHALT FOR UTIUTY EXCAVATE TO VARIOUS ELEVATIONS FOR DENSITY TESTING EXCAVATION, BACKFlLL AND RECOMPACTiON SHAD_ BE
t0'K ,•, LITY STRIP Y~ PLANS OR AS DIRECTED BY THE ENGINEER. ¢F3 INSTALLATION. THE ENGINEER MAY APPROVE THE USE OF A MILLING MACHINE FOR REMOVAL OF THE EXISTING PERFORMED AT NO ADDITIONAL COSTS TO THE OWNER.
dFstil st0 A'�� At '*x t E D.C.10.. °'Ot twOR''? 4" iL-1�"u'"a 2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE LLJp�u PAVEMENT WITHIN TRENCH LIMITS. WHERE MINING IS APPROVED THE CONTRACTOR SHALL PLACE AND COMPACT
i Off- - MOVING CURB RAMPS OR MARKINGS AS SHOBM, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. 00w=- MILLINGS IN MILLED AREA TO PROVIDE AN INTERIM TRAFFIC SURFACE. MIWNG WHERE APPROVED BY ENGINEER IS
,2s,MAX.wViP +W_OC-� S. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4`X4'CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL �(S�o AN ALTERNATE TO CUTTING ASPHALT AND DISPOSING OFF-SITE. *NOTES 5 & 9 APPLY TO PERMANENT PAVEMF�IT PATCHES ONLY. LO
�y WITHIN THE PEDESTRIAN CROSSWALK LINES. /•�1
X 4'MI"• Wnr-�u� y� 0� sir 5. AFTER UTILITY IS INSTALLED AND TESTED AND THE EXCESS BASE MATERIAL REMOVED (APPROX. 2') CONTRACTOR 0
SECTION B-B �ayss 4• SET BACK DISTANCE FROM INSIDE CROSSWALK MARKIt•�T TO NEAREST EDGE OF TRAVEL LANE IS 4'MINIMUM. Qpz4 SHALL AGAIN SAWCUT EXISTING PAVEMENT STRAIGHT AND TRUE IMMEDIATELY PRIOR TO PAVING AS NOTED ABOVE. (o
a J'4tr • '�. � "' N. S. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT FH vj
3 OU9ID I 1 ova PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP 64R LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER, O_ A. v�
EYEWALK TRo1STI- "OP TRANSI- ' O DO Cjl r
h 8. TERMINATE PARKING A MINIMUM OF 20'BACK OF A PEDESTRIAN CROSSWALK.
j'! v'"T..s'•Y a.°"aa'nT 7. CONSTRUCT CURB RAMPS A MINIMUM OF 4'WIDE.
SECTTON A-A 8. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33%MAXIMUM.
ISOMETRIC VIEW S. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2%MAXIMUM. *- Z M 1C)
atOERALK ¢ CC 0
PAY LIBITS FOR CUE RAMP E'i"'Agrt■'..�.O.Trrr 0 W 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10%MEASURED ALONG THE CURB LINE. 0 BACK O 1
KSEE STD.846.01 LL
NOTE. A Pm,TaN DF DINE ON BOTH RAXPS LU
SAY ENEW OWSIN THE RETII8M. M 1- 11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5%AND MAINTAIN A 0 QF 40- W/'\ Q� V
1'.DDETECTABIE WARNING DOMES WILL COVER T-G•'MOT11 AM FLU RIDTH OF THE ,�., FO- SMOOTH TRANSITION. Y/
RAMP FLOOR AS MORN ON THE DETAILS. (� 4 H CURB 30' MAX. SPACING BETWEEN EXPANSION JOINTS -0 r
a,DEtECTARE WHANIW DOMES WILL CONTRAST VISTOILITY NIT"A0J0INING&MACE,EITHER LIGHT-ON 01 3'.
ii
ON DARK-ON SEOIENCE COVERIN°THE ENTIRE RSIP. r SEE Ro,e T. .it '� d p 12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4'WITH A MAXIMUM SLOPE OF 2� IN ANY DIRECTION, CONSTRUCT LANDINGS FOR '_ 'N�,
•�•. Q Z MEDIAN ISLANDS A MINIMUM OF 5'x5'WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. nj•
Rat WIDTH AREA IS VARIABLE NI TNF Cf Q 13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 8'WIDE, CONSTRUCT MEDIAN ISLANDS 0 `� o EQUAL EQUAL O 0
E]II'ANStON.tlIYT co CC w i/2'JOINT SEALER t/S'RADIUS(TYPICAL) 1/Y JOINT STALER 1/8'RADIUS{TYPICAL)
< Y.,f q S TO PROVIDE PASSAGE OVER OR TfiH0UC4RT THE ISLAND. {- •F-
M A R-A+R• K a '$` °7 K� m � "� o SEE LAYOUT PLAN � ` ' m � N �
L- VASE DtAMETER 5' Ox 5.8' 5.e S.W. StDEViKK Q 14. SWILL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'XS' LANDING AT THE TOP OF A RAMPS, WILL RE CUT THROUGH LEVEL WITH �-' ca Z i•i.i
a o.N a To r.4o R N am Tz. S.x N.O'•• ''7 O THE SURFACE STREET. S•E NOTE 2 I fy /� INN.,. 0 0
� � r D.a' 7 ' r.' 6.5­ (n ti W y � Y J U /t
TOP AIIETER OF NO LESS a' O.T N_B' 7.3' L= (A 15. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
TWW tr✓».ro W YORE z 7.- 6.0. 9' 4'aEAN 6PrCE T ,�
O
> I 1 I I i I i .�
i
(¢1 � THAN Sax Di TIE VASE 4.T' 4 IRS FAu NKTHTN YI d ZS PLANTING OR OTHER NON-WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. Q .A,. .• . 4 - .� � 4 4 •. - 1 Cu�
DlW86'NOTE L[MZTS. 0 I I i I 1 i 1 i •'4 f_ - ♦' - ' •'4 t; - LL /\
iSEE NOTE t0i �. • .'4 ♦. .. .'4 #. .•
a 3 a 4r 16. PLACE A 11" EXPANSION JOINT WHERE THE.CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01 i ( 1 1 I i t4 • - .• A•- - -
J a. a:
° o a 9 O a 4 S C'MIN.IxNB '- - •. � .�
'0.a' .7' 3 4' 1W+tut;Fx'-Rc�.'.S'_ :4 4
5' ° tD r' r 17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUT'CO.
VARIES
009'TO j;(D 18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED RIW SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS. n 1 4- EXPANSION JOINT FILLER
s.COSTANCE SEE N0TE9 I CONTRACTION I--1/Y UNLESS NOTED OTHERWISE TJ2'UNLESS NOTED OTHERWISE
B z DZSTARCE FROIt fRlvZi'EDGE OF 9IOE11ALIK CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN. 1 2 EXPANSION j
•>• .:`.'6 p''e°•f.,•�.' v RACK TO SIOEHNLK UMDP REWIRED P SL ALL -- CS
-
JOINTS COLOR TO
N ••BBACK NLK6IOENttx DROP REODIRED im PLAN VIEW JOINTS COLOR TO JOINTS -
OF MATCH WALK COLOR MATCH WALK COLOR Q Z
SIDEWALK aoPEs 0<04. EET 3 OF 3
EXPANSION JOINT CONTRACTION JOINT
DETECTABLE WARNING DOMES m°t"`Y N"Ao°MPna xEET t DF 3 --- EXPANSION
AIR.FLOOR WIDTHS NOTES:
848.05 848.05
1. ALL SIDEWALKS SHALL USE 3,000 PSI CONCRETE. 1 j2" EXPANSION W
oyy 2. CONTRACTION JOINTS SHALL BE SPACED JOINTS COLOR TO NOTES:-
2.
a4 AS DIRECTED BY THE DESIGNER, OBTAIN JOINT MATCH WALK COLOR 1 CONTRACTION JOINTS IN CURB AND LITTER SHALL BE SPACED AT 10-FOOT INTERVALS SIDEWALK CONTRACTION JOINTS
N D� u PATTERN APPROVAL PRIOR TO BEGINNING CONSTRUCTION SHALL BE SPACED AT 5-FODT INTERVALS JOINT SPACING MAY BE ALTERED BY THE CITY ENGINEER TO PREVENT
KI zwo 3' CURB 4' 3' CURB NEW BUILDING PAD UNCONTROLLED CRACKING. W
oar= 3. FOR 10 SIDEWALKS SPACE CONTRACTION
Lua ZLL3 TOP OF CURB TRANSITIO MIN TRANSITION TDP DF CURB
F-u�L�u �� JOINTS AT 5 INTERVALS WITH A LONGITUDINAL 2 CONTRACTION JOINTS SHALL BE MINIMUM 1'DEEP WHEN INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS
t 1 11 II 1 i Nxro J P CONTRACTION JOINT IN THE CENTERLINE OF SIDEWALK. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,A MINIMUM DEPTH OF 1 1/2-SHALL BE OBTAINED.
3 4. CONTRACTION JOINTS SHALL BE MIN. 1" DEEP 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 30-FOOT INTERVALS FOR HAND FORMED,AND ADJACENT TO ALL RIGID OBJECTS.
e a JOINTS SHAD.MATCH LOCATIONS NTH JOINTS IN ABUTTING SIDEWALK.IF CURB IS MACHINED A 91Y SPACING IS ALLOWABLE
GUTTER & EDGED WITH 1 j8 RADIUS. SEE CONTRACTION JOINT W
a TYPICAL DETAIL FOR ADDITIONAL INFORMATION AND 4. REFER TO NCDOT DETAILS 846,Ot AND 84801 F MORE INFORMATION.
1 i It 11 I I -__ VARIABLE SLOP N
i i iI 11 i i r1I LK J _LDENALK--_
REQUIREMENTS. SIDEWALK MiNIMUM THICKNESS
I II (1 SEE TE t2 _____ 211 TO EXCEED
• SEE NOTE 4 SEE NOTE t0 _ jk 4'-0- XTYPI i2il
5. WHERE SIDEWALKS ABUT ROADWAY OR PARKING
AREAS & NO CURB IS SPECIFIED, THICKENED OUTSIDE OF DRIVEWAY CROSSINGS: 4"
1w
\ STOP LPN£ ao EDGE WALKS SHALL BE USED.
'SIDEA/P1K s20EwaLti- ---- f�-•'=_= AT DRIVEWAY CROSSINGS: 6"
SEE x _ sI_DEw-AID �, --siDEw_ALK o 6. 1 j2" EXPANSION MATERIAL REQUIRED WHERE
----- NOTE 12 <
H ~4'•-0" XTYP)- \ f U. w CONCRETE WALKS ABUT CONCRETE STRUCTURES.
MOTE a iEd SEE NOTE 4 \� ' z F `� SUBMIT COLOR OF EJ. MATERIAL OR PVC CAP TO W
STOP LINE mn EE NOTE t0 0 \'� Z. IS �•"
----- -- -- \\ \� t�( 3 o MATCH WALK COLOR. Z Z c
_ �ioEwnLK_ --- -- ♦111� o z
o ' a 7. A LAYER OF 15# FELT IS REQUIRED BETWEEN U' Q
a Ii b °` ' WALK & ADJACENT PARALLELING CONCRETE CURB. Z �A
DETAIL SHOWING TYPLC-AL LOCATION OF GLNKB R.n"PS. \11 i W iMD FA
PEDESTRIAN _S';wA K':AND FOP IN S FOA T F INT R .T24 9 A 1' d
EXP. EXP.
DETAZ SNOWI •TYPICAL LOCATION OF CLRRp
RwPS. PEDESTx2PI,CROSSRALKS AND STOP LINES > La
0 JOINT JOINT
Pr_tary CONCRETE SIDEWALK DETAIL EXPANSION AND CONTRACTION JOINT DETAILS scale
NTS
fl �
Field Book NO.
ROLLBACK CURB TRANSITION FOR NiA
aGR PROPOSED OF RAMP SI LANDING ALLOWABLE LOCATIONS STANDARD WHEELCHAIR RAMP SHEET
................... 18 of 23
Fan PHOPoSED PROPOSED OR FUTURE SIDEWALK VIAL RAAt!'RA,OI I....,......IWY
cEs RIMp
xFFT z of 3 NTS
848.05