HomeMy WebLinkAbout012 C602 Details - Site CONTROL JOINTS AT 10'OC
3"ASPHALT INSTALL#4 REBAR ON A 12"X 12"GRID �*4�-�"�
�o MINRMUMD PTHOF6 2,�MINUB - 2%MAXCR0833LOPE-��M �IN)CLASS
CRUSHED BASE COURSE 4
.. -4000 CONCRETE
� � �
J } ��J 8 MINIMUM DEPTH OF�MINUS . , 7"CONCRETE PAVEMENT - '-"'" '-�-�"' """- fi(MIN)GRANULAR �.
l > >°?.l. ��;�� PIT-RUNGRAVEL \ STRUCTURALFILL �
_- _- --_ - -- e(MIN�DEPTHSCARIFIED, i'YY Y � YY �YYY' �IIIIIII`
4"MINIMUM DEPTH OF 1-112"MINUS '
-� 'u CRUSHEDBASECOURSE COMPACTEDSUBGRADE
-- -- MOISTURE CONDITIONED,8 .� �
�i�.� i� i .� '� __ _ .; 1�MINIMUM DEPTH OF fi MINUS NOTES:
RECOMPACTEDSUBGRADE �
r r �c , "� �� ��Y -� 'i_ PITRUNGRAVEL 28"
NATIVE GROUND MIRAFl 600X SUBGRADE __ __ __= Y_ _= 1. SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF f5-2 MINIMUM
SEPARATION FABRIC OR __________________ 8"(MIN)DEPTH SCARIFlED, SIDEWALK. *�
-------------- MOISTURECONDITIONED.&
ENGINEER APPROVED EQUAL RECOMPACTE�SUBGRADE 2. INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINT
FOR THE FULL DEPTH OF CONCRETE �c*
NOTES: NATNE GROUND MIRAFl 600X SUBGRADE 3. FINISH CONCRETE WITH LIGHT BROOM FlNISH.
SEPARATION FABRIC OR
1. PRIORTOPLACEMENTOFTHEBASECOURSE,THEEXPOSEDSUBGRADESHALLBESCARIFIEDTOAMINIMUMDEPTHOF ENGINEERAPPROVEDE�UAL
EIGHT INCHES(8")BELOW EXISTING GRADE,MOISTURE CONDITIONED,AND RECOMPACTED TO 95%(MINIMUM)OF
MAXIMUM DENSITYAS DETERMINED BYASTM D 698. ��
z PnRRCG slz o sizENc�ess65Hn��coNFORMTosecnoNaszaaoFTHeMPwssnNoiNcoRPORnrenMnxiMUM �2�PEDESTRIAN CROSSING CROSSWALK / � 1 CONCRETE SIDEWALK DETAIL MiNiMUM
3. AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AN�INCORPORATE A MAXIMUM PARTICLE NOT TO SCALE
S¢E OF ONE AND ONE-HALF INCHES(1-1/2"). NOT TO SCALE
4. AGGREGATEBASECOURSESHALLBECOMPACTEDTOAMINIMUMOF95%OFTHEMAXIMUMDRYDENSITYAS � BWEPAINT
DETERMMED BY A TM D 698.
j(�j(� WHITEPAINT-STROKEWIDTH=3"(MIN)
5. ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITH
AASHTO MP1 COMPACTED TO A MINIMUM OF 97%OF THE MARSHALL UNIT WEIGHT. REFER TO"STANDARD HIGHWAY SIGNS,
fi. THE FINISHE�SURFACE MUST BE FREE OF RUTS,DEPRESSIONS,OR OTHER SURFACE DEFECTS EXCEEDING 2004 EDITION"APPENDIX(PAGE 6-31)
ONE-�UARTER WCH(1/4")AS MEASURE�WITH A TEN F00T(10')STRAIGHT EDGE PARALLELING THE FlNISHED SURFACE FOR HANDICAPPED SYMBOL DESIGN
MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE.
2"OR2-1/2"SQUAREPERFORATED 5 ACCESSIBLE PARKING PAVEMENT SYMBOL DETAIL
��STANDARD DUTY BITUMINOUS PAVEMENT DETAIL 7116"DIAHOLESSPACED GRADESOSTEELPOST NaTToS�A�E
NOT TO SCALE ONE INCH(1")ON-CENTER` n SHIMS ARE NOT T0 8E USED
�l a I
1-.�
FASTEN POST TO ANCHOR WITH 51i6"STEEL
(STAINLESS OR ZINC PLATE�)CORNER BOLT,
FLAT WASHER,&NUT(SEE NOTE 2 BELOW)
GROUND
LEVEL z„MA%
s.a ( )
TOPSOILORPAVEMENT� q��� � NOTES:
AS NOTED ON PLAN 2y^ I 4"
INSERT SIGN POST 1. STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHED
T� WITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT.
Iaeaauw i al���a.ae� 18"INTOANCHOR
LAYDOWN I � 3��a J s����Qs� � 2. WHEN FASTENING POST TO ANCHOR,INSERT CORNER BOLT HEAD FROM OPPOSITE
�3ir vea r s�oce o
CURB I - -___ FINISHED ASPHALT SURFACE TO BE 2-1/2"OR 3"SQUARE, ` SIDE OF EXPECTED IMPACT.INSERT DRIVE RIVET INTO OPPOSITE SIDE FOR
���a� q��a_ o STANDARD VAN
y" e���iN� 1/8"T01/4"ABOVEGUTTERLIP NON-PERFORATED AD�ITIONALSTABILIN.
COMPACTE� I �MiN� o ACCESSIBLE PARKING ACCESSIBLE PARKING
BACKFILLIBASE �� STEEL HEAW DUTY ^ 3. ALTERNATE CRASH TESTEDANDAPPROVED BREAKAWAY DEVICES MAY BE USED AS SPACE SIGN ASSEMBLY SPACE SIGN ASSEMBLY
MATERIAL PER PLAN � s„i �_, BREAKAWAY ANCHOR AN OPTION AS APPROVED BY THE ENGINEER.
a„�iNI .. (MiNi �_COMPACTEDCRUSHED 2�-s"
�� BASECOURSEMATERIAL CONCRETEFOUN�ATION �1z� R7-BNA ��1z� R7-BNA
(CLASSM-3000MINIMUM aesea�.�eo (NOARROWJ aeseweo (NOARROWJ
��coMancreosuacanoe &r�iAxz�-s°MiNiMUM� SUPPORTANDCORRESPONDINGANCHOR �PARKiN� iz°x�e° �a„ P°R���� iz°x�e°
I SUPPORT ANCHOR � •S�oo FiNe° ��R7-BA
2"X2" 2.42LB/FT 2-1/2"X2-1/2" 18.4LB/EA 1" s„ . PLAQUE ���$100sF
TOPSOIL OR i a.o� NATNE GROUN� SUZE WEIGHT 7HICKNESS SUZE WEIGHT 7HICKNESS � t,�o.��� pERFORATE� 12"x fi"
P �
PAVEMENTASNOTED y^ 0.105' p.�gg^ ' G INE"
i 2-1/2"X2-1/2" 3.14LB/Ff 3"X3" 23.OLB/EA O S S�UARE PLAQUE
(12 GAUGE) (7 GAUGE)
� 1'-0" 0.105' 0.188' RADE 50
ON PLAN p^�
PER PLAN
TEEL POST
LAYDOWN ,� a��a s���fa.sa�� r��o.se7 (12GAUGE) (7GAUGE) 7'-0" : -
CURB I -�n'rExrs�avE
��. s' 4" -----___ FINISHEDASPHALTSURFACE e $100 FINE PLA�UE DETAIL
a R FINISHED ��12"� 1.5"GREEN
COMPACTE� I ihqiNi s^(mnN� TO BE FWSH WITH GUTTER LIP : r GROUND 1'S SERIES D
BACKFILL/BASE
MATERIAL PER PLAN 1.5"
i suRFnce $10o FINE �ErrERs
8"(MIN� fi"(MIN� � 0'S PERMIiFEpI11RE
� , ��_COMPACTEDCRUSHED 3 I 1" 1"GREENSERIES
� __ BASE�a�RSEMATER�A� �6�SINGE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL 15" o�ETTERs
WH�TE
BACKGROUND SIGN BLANK 8 BORDER
�COMPACTED SUBGRADE NOT TO SCALE SAME AS R7-BA
� • . -_SIGN POST FOUNDATION
� PER DETAIL 4 THIS SHEET
� �\ -NATNE GROUND
Catch Curb Catch Ped Ramp Spill Ped Ramp
Spill Curb NOTES:
1. SIGNSMAYALSOBEMOUNTEDONBUILDINGFACEASAPPLICABLE
ANO APPROVED BY OWNER.
2. SIGNSSHALLBEMOUNTEDTOPOSTORBUILDINGUSING
NOTES: NEOPRENE,FIBROUS,OR OTHER APPROVED NON-METALLIC
WASHERS.
1. BASECOURSEANDSUBGRAOESHALLBECOMPACTEDTOAMINIMUMOF95%OFTHEMAXIMUMDRVDENSINAS
DETERMINED BY ASTM�698.
2. CONTRACTIONJOINTSSHALLBEPLACEDATTENFOOT(10'�MINIMUMINTERVALSANDSHALLHAVEAMINIMUMDEPTH
OF THREE-QUARTER INCH(3/4")AND WIDTH OF ONE-EIGHTH INCH(1/8"�.
3. ONE-HALF INCH(1/2")EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PCS,PT'S,CURB RETURNS,AND AT NOT
MORE THAN 300'INTERVALS.THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE
��RBANo��TTER. 7 ACCESSIBLE PARKING SIGN DETAIL
0 4. NOCURBANDGUTTERSHALLBEPLACEDWITHOUTAFINALFORMINSPECTIONBYTHEOWNER
THEIR AUTHORRE�REPRESENTATIVE,AND/OR THE CITY OF BOZEMAN(AS RE�UIRED). NOT TO SCALE
F 5. CONCRETE SHALL BE CLASS M-4000.
6. CONTRACTOR SHALL BACKFILL CURB WITHIN SEVEN(7)DAYS OF PLACEMENT.
�� CURB AND GUTTER DETAILS
' NOT TO SCALE
a
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z REVISIONS °� DRAWN BY: CMS PROJECT NUMBER
" �ERiF�s°"�E� °�°NT �Po�°� VELOCITY CAR WASH �ossa.00�
� NO. DESCRIPTION BY DATE A /A1 y� /� y� ��� �9�� DSGN.BY: CMS
THESE PRINTS MAV BE REDUCED. I\/I O 1 Y I`O 1 1 2880 T2Chf101O9y BIVd WESI
� uNE BELOW MEASURES ONE INCH 1 CONR SUBMITTAL JAZ 06/28/24 Y 1 1 J 1 1 � v EL E M ��o �s SHEET NUMBER
ON ORIGINAL DRAWING. BOZER12fl,MT 59718 0 0
0o nuc APPR.BY: MEE gOZEMAN MONTANA >>
I-� � M a i e r I e � D � DATE:
g,00 o g p�8 DRAWING NUMBER
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