HomeMy WebLinkAboutMDC C5-3 SITE IMPROVEMENT DETAILSSAWNLOINT --1/8"-1/4"Il/4" SAWNLOINT --1/8"-1/4"Il/4"IFSEALED)
(DEPTH=d/4� �O� (DEPTH-d/4) a� ��
1=_--
+ REI FORCEME T
PLAINPAVEMENT(UN-DOWELED101NT� a L WHEREREQUI E�
ALLPAVEMENTS-SHORLOINTSPACW6 EXPANSIONU SMOOTHDOWEL
( W BRICATE THIS SIDE)
SAWNTIOMT 1/8"-1/4"�l/4" REINFORCEDPAVEMENT(DOWELED101NT)
(DEPTH=d/4)I � IFSEALED) I A��PAVEMENTS-LONGlOWTSPACING
I
�-�1=
E%PANSIONCA SMOOTH�OWELaI
�waaicarE rHis smE)
PLAIN PAVEMENT (DOWELED101NT)
(HEAW OUTV PAVEMEMS 8" OR TMCKER)
CONTROLJOINT DETAILS
(LONGITU�INALORTRANSVERSEJOINTS)
1/8"-1/4"I1/4" 1/8"-1/4"�1/4•'
SAWNTIOINT IFSENLED) SAWNTIOINT IFSEALEDf
(�EPTH=d/4) I (�EPTH=d/4) I
� �
-_-� �_-_ � d/S-
TRANSVERSE BUTTJOINT � --d/10 �}
(REMFORCEDPAVEMENT) (TRAPEZOIDALNEVEDIOINT)
1/8"-1/4"�1/4•' 1/8"-1/4"�1/4"
SAWNTIOINT IFSEALE�) SAWNTIOINT IFSEALE�) I
(DEPTH=d/4� � (DEPTH=d/4�I �I
d/2J DEFORMED 9} I 3•�•� I 3•�•� ILQ2drOR
TIE BAR 2" MIN
TRANSVERSE BUTT101NT THICKENEDEDGE
(ATOTHERTHANPLANNEDIOIMLOCATIONS) (ATPLANNEDIOIMLOCATIONS)
CONSTRUCTION JOINT DETAILS
NOTES:
1. REFERTOIMPROVEMENTPLANFORPAVEMENTTHIIXNESS�d).
2. REFERTOTABLEFORDEFORMEDSTEELTIEBARSIZE.
3. D6CONTINUED6TRIBUTEDSTEELREINFORCEMENTATIOINTS.
4. REFERTOSPECIFICATIONSFORCONCREfEANDIOINTREQUIREMENTS.
rALIGN NRB IOINT
1RB�I WITHISOLNTION
� I/OINT
/�/ VARIFS
�/
`� ' """ ISOLATIONIOINT TRANSVERSE
IOINT IOINT
MANHOLEORWLETBOXOUT INLETBOXOUT
1/2" PREFORMEO JOINT
FlLLER,SENLIOIN� �
(((TOOLSEALANT
1/8" MIN, / FLUSH WITH
0.2d OR I 1/4" MAX 1 � PNVEMENT
Y'MINJI 3.0.� I 3.0.� I ' -
9� swcorvESEnwrvr
THICKENE�EWE � I PREFORME08ACKER
ROO ( W MPRE55 TO FlT)
1/T'PREFORMEDIOINT BAIX-UP -
FlLLER, SEAL IOINT MATERIAL
L � SFALE�JOINTRESERVOIR�ETAIL
WALLOR
�� STROCNRE
ISOLATION JOINT DETAILS
FIRST IOINT VARIES
(REFER TO IMPROVEMENT PLAN)
SIAB
ED6E � REWFORCEMENT Q2dOR JOINT
1/2"R� Z��M�N� , �
E���
I i `� _'
��I�
I 12" I 36" I � �EFORMEO
TIE BAR
CONCREfE EDGE OF PqVEMENT DEfNIL
JOI NT SPNCING NND REINFORCEMENT REQUIREMENTS
qEINFORCEMEM MINIMUM DOWEL
PAVEMENT A%IMUM REQUIREDIFl01NT REINFORQNG 'MINIMUM OR
THICRNESS 101Ni LTOWRAPO COVER REINfORCINGSRE TIEBARSRE
d SPA[ING EX[EEOS �p IFREQUIqED @12"O,C.
6" 14' 125 25" #4 @ 18" 3/4" x 1'_0"
* NLL REINFORCEMENT DOWELS SHNLL BE EPOI(V CONTED 60 K51
OCONCRETE PAVEMENT DETAIL
1O NO SCALE
E5: vanurvio
SIGNAGETVPE,LOCATIONAN�INSTALLATION AQESSIBLEPARKINGSIGN �p
SHALL COMPLV WITH THE LATE4 FEOERAL, (�_
STATE ANO LOCALAQESSIBILITV �
REQUIREMENTS. ADAVAN
MOUNTW6HARDWARESHALLBETAMPER SIGNWHERE ��
RE56TANT. REqUIRE� �� �B� FlNISHEI
PROVIDESHOPDRAWW650FSI6NSAND GALVAWZEDSTEELHIGH GRAD
POSTSPRIORTOORDERINGANDINSTALLATION. STRENGTHU-CHANNELSIGN � �
BOLLAR� AN� POST COLOR SHALL BE B W E OR POSTS OR MATCH E%ISTING - ig
AS APPROV ED BV OW NER/ARCHITEQ.
POSITNE DRAINAGE �
N FlN6HED GRADE�
r CONCRETE
WHEELSTOP
� CONCRETE BASE
z�_6�� Z• �•�
� � �
_ � � I
� � ��Q �UNNERSAL
e � SVMBOLOF
ACCESSIBILITV
PLAN
N RB TAPER
FLUSH NRB � /rCONCRETE 1/4�yFT
SIOEWALK�� / WHEELSTOP MA%
ELEVATION
IV V I [�:
1. NCCESSIBLESPNCEDIMENSIONSSHALLCOMPLVWITHFEDERNL,STNTEOR
LOCAL REQUIREMENTS, WHICHEVER IS MORE RESTRIQNE.
2. ACCE55 AISLE SHALL BE 5'-0" FOR CARS ANO 8'-0" FOR VANS. REFER TO SITE
IMPROVEMENTPLAN.
3. WHENNRBISA�IACENTTOPE0E5TRIANTRAFFlC,PAINTTOPANO510E50F
CURB VELLOW M LOCATIONS WHERE CURB HEIGHT IS BEN✓EEN 0" AN� 6".
PER SPECIFlCATION, APPLV 9LICA SANO TO W Ef PAINT TO PROVIOE A
NON-SLIP SURFACE.
4. ACCESSIBLEPARKINGSIGN�REFERTOACCESSIBLEPARKINGSIGNDEfAIL�.
SIGN SHALL BE LOCATED 1T' BEHIND FACE OF NRB, OR 1T' BEHIND BACK OF
PAVEMENT.
RELEASEUFORCONSTRACTIDN D6ABMARSINCOLORSHALLBEPEDRALSTANDARD595�COLORF�53580H
Su6jec� �o compliance with all regula�ions
o4S�a�eantlLocalCodes ACCESSIBLE PARKING SPACE & SIGN DETAIL
City of Carmel , NO SCALE
�Sv�� �\o�l�'�pNil
\
DATE: O��Z��ZO
ennue
NOTE:
1. WHEN CONSTRUQION OCNRS WITHIN PUBLIC RIGHT-OF-WAV, THE WORKSHALL
COMPLV WITH THE GOVERNING AGENCV REQUIREMENTS.
2 REFERTOGRADINGPIANFORNRBANDPAVEMENTELEVATIONINFORMATION.
3- WHENNR815AOJACENTTOPEOESTRIANTRAFFlC,PAINTTOPAN090ESOFNRB
VELLOW M LOUTIONS W HERE NR8 HEIGHT IS BETW EEN 0" ANO 6". APPLV 9LICA
SANO TO WET PAINT PER SPEpFlCATIONS-
OCURB TAPER DETAIL
8 NOSCALE
REFERTO IMPROVEMENT PLAN
F(1R NI IMRFR (1F RGIR TRFGf1C . 12°
I ONE \
TREAD
1T' WIDTH
- 1" NOSING
Z
a
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� � 1T'
w z TREAD
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a¢
�
FlNISHED � �Q @ 12" O.C.
�aaoe aa � e•� o.c e.w
p5 CONT.
- �
FINISHEO
� GRADE
#4@12"QC �
#4@12"QCEW.
p3 NOSING BAR (TVP)
5"SLAe
E%ISTING PAVEMENT NEW ASPHALT
2'-0"MIN -�INEOF
SFALJOINT SAWNT
SCARIFV 11/2" OF
EXISTING EXISTINGPAVEMENTTO FINISHED
'AVEMENT RECENENEWSURFFCE GRADE
L TACK COAT
COMPAQEDSUBGRADE I
PER SPECIFlCATIONS J
NOTE:
1. WHEN CONSTRUCTION OCNRS WITHIN PUBLIC RIGHT-0FWAV, THE WORN SHNLL
COMPLV WITH THE GOV ERNING AGENCV REQUIREMENTS.
2. REPAIR DAMAGED OR FAILING PAVEMENT PRIOR TO APPLICATION OF NEW SURFACE.
3. REFERTOSPECIFICATIONSFORHOTASPHALTICMI%REQUIREMENTS.
� NEW ASPHALT PAVEMENTTO
EXISTING ASPHALT PAVEMENT DETAIL
NO SCALE
6" CONCREfE SLAB
� W/#4@12"EW
FINISHED �`q (EPOI(V WNTE�J
GR4DE -i \
I
-I 6 I
NOTES:
1. CONTRNQORTOCOORDINNTESIZE,LOCNTION,FlNISHEDGRNDE,NND
POSITIVE DRNINNGE REQUIREMENTS WITH EQUIPMENT PROVIDER.
2. PROVIDESTEELTROWELFlNISHONEHPOSEDSURFACESANDSLOPE
TOP SURFACE TO PROVIDE POSITNE DRAINAGE.
CONTROL
IOINT�TVP)
_ 4" COMPACTED / B -? Q MA%
. DRAINAGE FlLLJ � a �
OEQUIPMENTSUPPORT PAD DETAIL
6 Na s�A�E
STORM CASTING-
REQANGUTAR/SQUARE
ISOLATIONIOINT �I
I` 7 1
I �
TOP RAIL
HANDRAIL
POST
BOTTOM
RAIL �
HANDRNIL SEQION
LOCATION A e C
REGUTAR DUIV 11/2" 3" 8"
RIGHT-OF-WAY
COURSE
DIATE COURSE
EGATE6ASE
LCOMPAQEO SUBGRAOE
PER SPECIFIG4TION5
NOTE:
1_ WHENWNSTRUQIONOCNRSWITHINPUBLICRIGHbOFWAV,THE
WORK SHNLL COMPLV W ITH THE GOVERNING NGENCV REQUIREMENTS.
2. REFERTOSPEQFlCNTIONSFORNGGREGNTEGRNDNTIONNNDHOT
NSPHNLTIC MIX REQUIREMENTS.
OASPHALT PAVEMENT DETAIL
3 No s�,�E
1d4CONT. CONSTRUCTION ���WN✓�
(ALLSI�ES) PROVIOEISOLATIONIOINT JOINT�TVP) N -
W HEN SUPPORT PA� ABUTS
CONCRETEPAVEMENT
48:1
MA%
12:1
/ �
/ \
� 1
\ /
\ _� �
STORM CASTING - ROUNO
FlNISHEO
STORM CASTING r
r �anoe
I 1z^ I
I �
1
1
I
�6.�FlBER �NFORCE�
° CONCRETE MINIMUM
SECTION
OCONCRETE INLET COLLAR DETAIL
5 Na s�A�E
NOTE:
1. REFERTOIMPROVEMENTPLANFORNUMBEROFSTAIRTRFA05.
2. REFER TO GRADING PLAN FOR R6ER HEIGHT (4" MIN, ]" MAXf.
3. HANORAILS,POSTSAN�INSTALLATIONSHALLCOMPLVWITHTHELATESTFEOERAL,
STATE ANO LOCAL REQUIREMENTS, W HICHEV ER IS MORE RESTRICTNE.
4. ALL NEW HANDRAILS, GUARDRAILS AND FlTTINGS TO BE 1-1/4" ASTM A-269
SEAMLESSANDWELDEDSTAWLESSSTEELTUBW6,TVPE304,SCHEDULEIO. WITH
NUMBER 4 FlNISH. COORDINATE MATERIALS AND FlNISH WITH
ARCHITEQ/ENG W EER PRIOR TO ORDERING.
S. FABRICATEBENDSSMOOTHANDWRINKLEFREE"TIG"WELDCOMPONENTS
TOGETHER. GRIND WELDS SMOOTH AND FINISH TO MATCH.
6. FITANDSHOPASSEMBLVWLAR6ESTPRAQIULSEQIONSFORDELNERVTOSITE
AND INSTALLATION. PERFORM FlELD WELDING IN ACCORDANCE WITH AWS Dl.l.
]. SUPPLV COMPONENTS REQUBED FOR PROPERANCHORA6E OF HANDRAIL.
8. INSTNLLED RNILINGS TO RE514 LNTERAL FORCES OF 200 LBS. NT TOP MEMBER,
W ITHOUT PERMAN ENT SEf OR DAMAGE TO MEMBERS OR ANCHORS.
9. HANDRAILPOSTSPACINGSHALLBE4'�MIN)TO6'�MA%).
30. PROVIDEEXPNNSIONIOINT5INHANDRNILNSREQUIREDTOPREVENTTRNNSFER
OF EHPANSION STRE55 TO ANCHORAGE COMPONENTS.
�FINISHED
GRNDE
OCONCRETE STAIR WITH HANDRAIL DETAIL
4 N�S�A�E
FIANGE (MNTCH
HAN�RAILFlNISH��` I q^
QUIIXSETCEMENT -I
��
CORE DRILLED HOLE �
OR PRFSET SLEEVE
POST MOUNTING DETAIL
�.m
�
��a
m �
C
RAMP L4NDIN6
S 0" TVP
PWN
PAVEMENT RNMPS'-0"TVP LAWN
20:1� � �I
MA%
� RETURNED � /�
NRB (OPTIONAL) J
SEQION A-A
rRETURNEDNRB ^ LqWN✓`
/ (OPTIONAL)
48:1
MAX
12:1 I
MAX a�� B
1
�.m
PAVEMENT RAMPS'-0"TVP LAWN
20:1 2 3
MA%� + < I
RETURNED I/
NRB (OPTIONAL) �
SEQION GC
SIDEWNLK RAMP LANDING
. RAMP 6' 0" S' 0" TVP
SEQION B-B
RAMP6'-0" SIDEWNLK
E5:
RAMP SHALL COMPLV W ITH THE lATEST APPLICABLE FEDERNL STNTE NND LOCAL
REQUIREMENTS.
W HEN NRB IS ADIACENT TO PEDESTRIAN TRAFFIC, PAINT TOP AND SIDES OF NRB
VELLOW IN LOG4TION5 WHERE NRB HEIGHT IS BETWEEN 0" AND 6'l PER
SPECIFICATIONS, APPLVSILICA SAND TO WEf PAINTTO PROVIDE A NON-SLIP SURFACE.
CONTRAQOR TO VERIFV P09TNE DRAINAGE AWAV FROM RAMP BASE PROVIDE ADA
COMPLINNTRNMP LIP WHERE REQUIRED.
PROVIDE DETEQNBLE WNRNING SURFqCE WHERE REQUIRED BV LNTEST NPPLICNBLE
FEDERNL, STNTE NND LOCNL REQUIREMEMS.
OACCESSIBLE RAMPTYPE'K' DETAIL
Z No scn�E
6„ FINISHED
OKkKXK ^_IrTOOLEDIOINT 1/4"/FTMAX �6RA�E
%%%.XM j -
FINISHED 1"� ' �
6RADE� �I _�_.. �_a.-
B;
i
_ 9'__'� 1.6.�
I 1'-0"
�
1
2 FlBERREMFORCEOCONCRETE
� � �
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' WFLNOVERCOMPFQEDGRNNULNRFlLL
��3) #S CONT.Op
m} � 6. I
NOTES:
1. WHEN CONSTRUQION OCNRS WITHIN PUBLIC RIGHT-OF-WAV,THE
WORK SHALL COMPLV W ITH THE GOVERN ING AGENCV REQUBEMENTS.
2. REFERTOSPECIFIG4TIONSFORCONCREfEANDIOINTREQUBEMENTS.
3. REFERTOIMPROVEMENTPLANFORWALKWIDTHANDIOWTPATTERN.
4 ENDCONTINUOUSREBARATISOLATION/CONSTRUQIONIOINTS.PLACE
(3) #5#2 SMOOTH DOWELS (DO NOT OVERIAP�.
5. LOCNTIONOFNRBNNDGUTTERELEVNTIONS.REFERTOGRNDINGPLNN.
OCONCRETE CURB AND WALK DETAIL
1 NO SCALE
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IMPROVEMENT
D ETA I LS
$[/{�E: AS NOTED
DATE: 19 Au�usr zai9
• 191PSQ6
PROJECT #.
DRAWN: Nsv
COORD: Nav
APPROVED: Nsv
C5-3