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_
<br /> 0
<br /> ° � � - -- _----___=-,- =_-..i_==�,� SHEET NOTES
<br /> a � -^�-'~- '- . .
<br /> . ��-_- -" r; �- :,�- ---'�
<br /> 3"COMPACTEDASPHALTICCONCRETE ` •,, ' . <. ---`-'-""-._,_ - - CONSTRUCTION NOTES �►�►�'
<br /> ° 4 < �=--` _..
<br /> (LEVEL 2,112"DENSE,PG 64-22) _-----� r � --- � 10 Ba n k f Am er�C� '
<br /> � ' a < INSTALL CONCRETE SURFACE WITH ADA COMPLIANT PATH O � '�
<br /> x;�.� &"COMPACTED 314"-0"OR 1 tl2"-0" �', ;, '.° a � � � PER DETAIL 1 ON THIS SHEET.SEE SHEET C3.0 FOR
<br /> CRUSED AGGREGATE BASE COURSE � � ��°'"�°F�"�°""P"�,T�"-�. ADA 1�f I P ROVE M E NTS
<br /> 0 0 0 0 o SUBGRADE tvfATER1AL � �; - � � � 2 INSTALL ASPHALT SURFACE PER DETAIL 4 ON THIS SHEET. ��
<br /> `�/��/��/��/� / /\/��/��/�;� ,� ``?{. q o, : 6 ' 3 �" � SEE SHEET C3.0 FOR GRADING OF ADA PARKING STALLS. 4O� NO�II@8��V0I'�M JBt� Way
<br /> ��/��/�� ���/j� + ? j � 6 � INSTALL NEW 6"STANDARD CURB�UTTER PER DETAIL 2 Seattie, WA 98125..,
<br /> ON THIS SHEET. �
<br /> REFER TO GEOTECHNICAL REPORT FOR SUBGRADE " ,*a�, a � ` ' � ` ` "
<br /> PREPAR4TION AND COMPACTION REQUIREMENTS < y ----""""` ` ° ° 11 ❑ INSTALL NEW 6"FLUSH CURB GUTTER PER DETAIL 2 ON i �i`"� -` y� L �"K ti k "�
<br /> `s a. � 7 � � ° �"� 4 THIS SHEET. f r � , �� � ;�-. ., �
<br /> C(STROKE WIDTHJ � " � ° � • °� " PAINT NEW ADA CROSSWALK ACCRO A ACCESSIBL �y ��� � � , x �
<br /> LIGHT ASPHALT SECTION a ss a� e
<br /> q, � � ° a , 'a - r BOTfOM OF ATM SCREEN IS � PATH.SEE DETAIL 5 ON THIS SHEEL
<br /> SCALE: NOT TO SCALE �' a ' �� � 6 ' ' ; ' �' 325'HIGH
<br /> ���� � �_ � ��,' � �����._,;�,_�..r_�.-�-- �a,,�,�,�... �� � a a � b� � PROTECTEXISTINGSTEELCOLUMNTHROUGHOUT
<br /> CONSTRUCTION
<br /> BACKGROUND a � � ���� � � 13 iNP� �� � I � � �. � " �` DEPOSIT BOX HANDLE 4.3'
<br /> % �. �� �j TOTAL y ,y - ,��� � �HIGH � PROTECTEXISTlNGCATCHBASlNANDMAINTAININLET G�nsler
<br /> ( � ,a: � PROTEGTION THROUGHOUT CONSTRUCTION.
<br /> ° �� � � ` � I ' ? �< BdTTOM OF ATM SCREEN IS
<br /> � � � � �� � ° , , �` ___,,,_..:. f---<-.,. v , � ''� � � � . � 1 �� $ INSTALL ADA COMPLIANT RAMP.SEE SHEET C3.0 FOR
<br /> � i -6 P" � ' . a ' y � 3.2'HIGH � DETAILED GRADING.
<br /> � " . . �� � � , � ° � < �, 2101 Webster Street
<br /> � � 4� � � ,. a INSTALL ADA COMPLIANT DETECTABLE WARNING PER Suite 2000
<br /> A ' < < : 16 ' ;�4 '< 4.00' DETAIL 3 ON THIS SHEET. Oakland, CA 94612
<br /> � 1 q ° � .,.. � , ;� �� PROTECT AND PRESERVE EXISTING CURB THROUGHOUT Telephone 510.6257400
<br /> � a o ` ° 4 ° CONSTRUCTION. Facsimile 510.625.7499
<br /> SIDEWALK � a �� z • N � `�Y..,.y � 12 ..� 3 , �,
<br /> � a � _,,, .�. PROTECT AND PRESERVE EXI STIN G BUILDIN G FA C E
<br /> � 8 ° �� THROUGHOUTCONSTRUCTION.
<br /> '�:a � ��� � � ___._ ��� ,�� � �� ' �� a � � FINISH FLOOR=100.00'
<br /> I � STRIPE NEW ADA PARKING COMPLIANT STALLS.SEE
<br /> , .Q < ,
<br /> � < 9 72
<br /> r �: �F, � -' � , � ` DETAIL 6 ON THIS SHEET. ' �� S'� I�W�� g"�. .
<br /> � ,;u� .. . . � `
<br /> . . z_ � _;
<br /> �s .. " a � � . � � '
<br /> < q ��ti 4 � ` °� < STR{PE PARKiNG STALLS AT S WIDE ON CENTER.SEE '� l�,.,%' ��ty j��;j�,'yt..
<br /> Q � a . �1� � (�� � �� � '; �� � � � �� s�� �� 13 p�N FOR STRIPE LENGTH TYPICAL ON ALL STALLS. ��� ���� �
<br /> B � , ` ,�dq= �f � ;w;� `�`l � a � �� '\ a a. ` Q °;C, 14 INSTALL ADA PARKING STALL SIGNS.SEE DETAIL 8 AND 9
<br /> NOTES: z o �i�;. . ., I �2 � b ,- ���. 3 _-- � < 6 d f ONTHISSHEET.
<br /> 4"WIDE WHITE STRIPES @ 2' W e ` � � �`, �" �� e CONNECT AND MATCH GRADE ASPHALT ADA PATH TO
<br /> 1. P A V E M E N T M A R K I N G B A C K G R O U N D:O P T I O N A L:B L U E,R E T R O-R E F L E C T I V E. a � �� , 1 5
<br /> O.C.A T 3 6 D E G R E E S ° � i i � _���_„,� ` ' ,: 14 I '`: ,, p e E X I S T i N G C O N C R E T E S I D E W A L K.
<br /> 2. PAVEMENT MARKING STENCIL:WHITE,RETRO-REFLECTNE. W � a
<br /> 3. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN ACCESSIBLE PARKING AREA � i 4 , �t" � � ' � � �' 16 STRIPE NEW ADA PARKING SYMBOL.SEE DETAIL 8 ON
<br /> RESERVED FOR VEHICLES WITH DMV PERMITS. � Q o , , � i ...:-•.- • � , N, �Z � � „�„�� " i 6 a , , .` � THIS SHEEL
<br /> [� • �' `�� � :, � 3 I � ° � a 1� �� INSTALL ADA ACCESSIBLE ROUTE SIGN.SEE DETAIL 7 ON
<br /> DIMENSIONS(INCHES} � � W � '� <, '° ' � � � �_,_,,.�:.._.,_......-----`-`-�"-� �,, "`e �, ,�� � < �
<br /> � THIS SHEET.
<br /> a°
<br /> LEGEND � �' � Q a 10 �j � � , ;� r , ,;;r � 5 � , --�" � � `-+J.�'�e'.
<br /> A B C D E f G � W �� .�-. - � �
<br /> c � t $ � tt- '`�"`� 9 " a � ° -�
<br /> .� ' �� �, r"o x � `f l x �� c
<br /> MINIMUM 28 24 3 ��,V - t � -
<br /> �n 3 , E �" � x '` �� 16 ° 4 � 0 a a � .f ,�
<br /> , .
<br /> __ ��� �
<br /> _ ... -
<br /> ��
<br /> � CROSSWALK � ' a '� ��� ._-- --- � � e�.,'.�,- � � � � :, �°t � 4.00' _ �-C
<br /> . rJ .�..--..-v. , � t `,, �_ t '\ : o a �: .. 4 . '�� 'd r...� ^. -
<br /> d"n ,.�. --,-'i wc"".n« ^-4"'._-'.�"a.� � �i�� , � � '�. , q �x -..4 t a't y'`a .��..� l � e ' ��: ° �:: � � � ". " .r.L'..,.
<br /> PERPLAN �- �4 a 15 � �, i
<br /> STATEHIGHWAY 41 36 4 � � _ � , , �- ����� � _.,��a��-w��-----'-'-�'-"_'`_ t 1 3 � � p � p � ��
<br /> NaTEs: � .. .. a T � �. � �� �� , � � a _ GENERAL NOTES
<br /> TYPICAL A.D.A. PARKING SYMBOL ; a � � ' �;- � `� ��-.`3---���-`-- s ° � �F eveReTr Reweweo FoaaeR
<br /> 1. CONSTRUCTIINSTALL FACILITIES IN ACCORDANCE WITH ANSI � a . , - a. a' , .ee. � ...�--�---". ;' 12 - � u. , a � ,r� �'T� '
<br /> $ SCALE: NOT TO SCALE 117.1-20Q9 SECTION 502. 4 T' a � '� < a
<br /> ��_j"T� : �E� �°eJ� �
<br /> , o I� 2 �
<br /> � � GENERAL GRADING AND
<br /> � � � � � � : °- � , ���� � � m� ����6 �I,°� <� 14 � a ` # 3'�� �- � � 1 EROSION CONTROL NOTES
<br /> a . � . �_ _ i Jrl ;c'�2-_ .
<br /> TYPICALA.D.ACROSSWALK , `a �� i�{ , � '� .� ., . e a • � � STIZIPING °��^" t CONTRACTORSHALLOBTAINAILREQUIREDPERMITS
<br /> 5 �� ° '� i � �.� �- h ' I • AND LICENSES BEFORE STARTING CONSTRUCTION.
<br /> SCALE: NOT TO SCALE a � , . . .��.�:.=..,.=----.- '�."`..`...-� (TYP)11 � g ` g �'� �PU� ��""U�-���
<br /> A �� �!r�� TMp� TOTkL �3 I � ' 6 � 2. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP
<br /> 1�, 8�� � �.�.�..,...�..»,,� �e 6 I .ia :e d e ' `` ALL EXISTING UTIGTIES IN SERVICE AND PROTECT
<br /> D 4
<br /> °�4 � ',� _ _.. ° - ' ' THEM DURING CONSTRUCTION. CONTRACTOR SHALL
<br /> 5, " ��i ' ...-��----�;� _.. __-- -� "` IMMEDIATELY REPAIR OR REPLACE ANY DAMAGED
<br /> � e a e� p � .______..____._----�--�-�^-:�s-.-'�""..,..,_ -,_� �.-_ �.-._ ,..-_ �_ _....--
<br /> �.-18 00'(np��-'� L - UTILITIES USING MATERIALS AND METHODS APPROVED
<br /> BY THE UTILITY OWNER. NO SERVICE INTERRUPTIONS
<br /> 4 E , � � 4 3 SHALL BE PERMITTED WITHOUT PRIOR WRITTEN
<br /> RESER I/ED �
<br /> G SIDEWALK ' : WORK LIMiTS AGREEMENT WITH THE UTILITY PROVIDER.
<br /> , AREA=7930 S.F.
<br /> H � °.; 4 -< 4 } " 3. TNE CONTRACTOR SHALL KEEP AN APPROVED SET OF
<br /> PA RK/NG e } PLANS ON THE PROJECT StTE AT ALL TIMES.UPON
<br /> G � � d COMPLETION OF CONSTRUCFfON,THE CONTRACTOR
<br /> TYPICAL A.D.A.PARKING ° , a, �, SHALL SUBMIT"REDLINE DRAWINGS"TO PROJECT
<br /> K SIGN TO BE MOUNTED ON � ENGINEER FOR PREPARATION OF RECORD DRAWINGS.
<br /> SIGN POST.SEE dETAlL ON " ��_ "REDLINE DRAWINGS"DOCUMENT ALL DEVIATIONS AND
<br /> � ,o I Q Date Description
<br /> THIS SHEET. a + t ftEViSIONS TO THE APPROVED PLANS;THEY ALSO
<br /> PER
<br /> pLAN �.4 a e' ` fg� SCALE.' 9"=10' M TE�RIALS AC URALLY USED(PIPE MA ERIOAN�ETC.). 08/04/2017 fSSUE POR PERMIT
<br /> B 4"WIDE WHITE STRIPES @ 2` . :��� ���t .. � �� - -. - ��.
<br /> O.C.AT 36 DEGREES FAC�E OF CIDTH 6"� 6� 90 0 �p 4. CONTRACTOR SHALL ERECT AND MAINTAIN 7RAFFIC
<br /> F H � � 118"SLOPE TO FRONT CONTROL.
<br /> 1 R I 112"R 0"CURB EXPOSURE 5. CONTRACTOR SHALL PROVIDE EFFECTIVE EROSION
<br /> � TYPICAL A.D.A.PARKING _- -- - --- -
<br /> SYMBOL.SEE DETAIL ON � PROPOSED LEGEND PROTECTION TO INCLUDE,BUT NOT LIMIT T0,
<br /> 9, 9� THIS SHEET. g^ a 4 ,/ ° GRADING,DITCHING,HAY BALES,SILT FENCENG,AND
<br /> � PAVEMENT a . - SAWCUT LINE SED(MENT BARRIERS TO MINIMIZE EROSION AND
<br /> P VEMENT <10" - STRIPING IMPACT TO ADJACENT PROPERTY.
<br /> �� <
<br /> PER PIAN d �6" Q - CURB LINE 6. CONTRACTOR SHALL MAINTAIN AND COORDINATE
<br /> (6'MfN STANDARQ � �
<br /> � - AC PAVEMENT SURFACE ACCESS TO ALL AFFECTED PROPERTIES.
<br /> � 8'MIN POR WHEELCHAIR `
<br /> BASE COURSE �
<br /> � � OR VAN ACCESSIBLE} � �
<br /> 4' - < � CONCRETE SURFACE �• ANY PAVEMENT DISTORTION CAUSED BY THE
<br /> NOTES: a CONSTRUCTION OPER4TIONS SHALL BE TEMPORARILY
<br /> (� � REPAIRED SAME DAY OF OCCURRENCE(OR IN A TIME
<br /> L CONSTRUCTIINSTALL FACILITIES IN ACCORDANCE WITH ANSI � - I �' • 8 3(4" i ;�Y \ ; • ADA ACCESS AREA PERIOD AGREED TO WITH THE OWNER).
<br /> C 117.1-2009 SECTION 502. -�-8 3/4"�- � ����
<br /> BASE COURSE PLUSH CURB WITH 0"EXPOSURE
<br /> NOTES: 100 • MAJOR CONTOURS 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD
<br /> NOTES: 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 4000 PSI AFTER 28 DAYS. - MINOR CONTOURS MEASUREMENTS AND OTHERWISE VERIFY ALL
<br /> TYPICAL A.D.A. PARKING STALL 2. EXPANSION JOINTS. DIMENSIONS AND EXISTING CONSTRUCTION
<br /> 1. SIGN BACKGROUND:WH{TE,RETRO-REFLECTIVE SHEETING. 6 SCALE: NOT TO SCALE A. TO BE PROVIDED: CONDITIONS INDICATED ANDIOR SHOWN�N THE
<br /> 2. SIGN LEGEND:GREEN,RETRO-REFLECTIVE SHEETING. PLANS. SHOULD ANY ERROR OR INCONSISTENCY
<br /> 1) AT EACH POINT OF TANGENCY OF THE CURB,
<br /> 3. THE DISABLED PERSON PARKING SiGN IS USED TO DESIGNATE A PARKING AREA RESERVED FOR 2} AT EACH COLD d01NT.3) AT EACH SIDE OF INLET STRUCTURES. EXIST,THE CONTRACTOR SHALL NOT PROCEED WITH
<br /> VEHICLES WITH DMV PERMIT AS STATE THE WORK AFFECTED UNTIL REPORTED TO THE
<br /> 3) AT EACH END OF DRIVEWAYS. VARIES PROJECT ENGINEER FOR CLARIFfCATiON OR
<br /> CURBJOINT
<br /> 4) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEEL 2"OF 314"-0
<br /> (SEE NOTE 4) CORRECTION.ANY INSPECTION BY THE CITY,COUNTY,
<br /> A B. MATERIAL TO BE PRE-MOLDEq ASPHALT IMPREGNATED,NON EXTRUDING,WITH A THICKNESS OF 112 INCH. ROCK
<br /> 3. CONTRACTION JOINTS. PAveMENT " 2°�SLOPE STATE, FEDERAL AGENCY,OR PROJECT ENGINEER
<br /> DIMENSIONS(INCHES} A. SPACING TO BE NOT MORE THAN 15 FEEL SHALL NOT,iN ANY WAY,RELIEVE THE CONTRACTOR
<br /> � B. THE DEPTH OF THE JOINT SHALI BE AT LEAST 1-112 INCHES � FROM ANY OBLIGATION TO PERfORM THE WORK IN
<br /> S{GN SEE NOTE 5 COMPLIANCE WITH THE APPLICABLE CODES,
<br /> A B C D E F G H J K 4. BASE ROCK TO BE 314"-0"COMPACTED TO GEOTECHNICAL REPORT RECOMMENDATION AND SHALL BE TO SUBGRADE,STREET STRUCTURE,OR 4°IN DEPTH, REGULATIONS,CITY STANDARDS AND PROJECT
<br /> K WHICHEVER IS GREATER. COMPACTE�SUBGRADE
<br /> CONTRACT DOCUMENTS.
<br /> STANDARD 12 18 318 1-1/2R 2 4 2C 6 4 1 NOTES:
<br /> STANDARD 6" EXPOSURE CURB AND FLUSH CURB 9. THE CONTRACTOR IS RESPONSIBIE TO REPLACE ANY
<br /> 2 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 SURVEY MONUMENTS THAT ARE DISTURBED DUE TO
<br /> SCALE: NOT TO SCALE DAYS,SLUMP RANGE OF 1-7I2"TO 3". CONSTRUC710N.
<br /> NOTES: 2. PANELS TO BE 5 FEET LONG.
<br /> 1. SIGN BACKS SHALL BE PAINTED BLACK, 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY
<br /> F H VAULTS,WHEEL CHAIR RAMPS,AND AT SPACING NOT TO EXCEED 45 FEET.
<br /> ACCESSBLE RAMPS AND CURB RAMPS 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE
<br /> A.D.A. PARKING STALL S IGN WHERE POURING OF A SEPARATE INTEGRALLY CURB,THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1!2 INCH
<br /> 9 COLORED CONCRETE IS REQUIRED, INSTALL RADIUS.
<br /> SCALE: NOT TO SCALE SHEAR DOWELS 2'-0"O.C.AND KEYWAYS TO 5. SIDEWALK SHALL HAVE A MIN.THICKNESS OF 6 INCHES IF IT IS INTENDED AS A
<br /> ?"�s� o PREVENT HEAVING OF RAMPS WITH PORTION OF A DRIVEWAY.OTHERWISE SIDEWALK SHALL HAVE A MIN.THICKNESS OF 4
<br /> 0 o ADJACENT SIDEWALK OR CONCRETE SURFACE INCHES. ' Seal f Signature
<br /> B K � � � � � � � o � � 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"
<br /> A A �CESS/BL O � � � � � � � � O � DiA.PLASTIC PIPE AT 2°k SLOPE.CONTRACTION JOINT TO BE PLACED OVER PIPE.
<br /> � W o � � o � m 0 � m� � �o�O�O 7. FINISH WITH BOOM AND EDGE ALL JOINTS. � A�DERI�
<br /> � � � � � 00 � � � � � O O O Q,. p4wnsgf ,9.
<br /> Q � � � � � � � � � � � O O O O cz e 4' �l'c'T J>
<br /> STANDARD SIDEWALK DETAIL
<br /> E H > � � � 0 � � � � � � � ' O O O �y � o� O
<br /> ROUTE o � o � � � � � � � � l '
<br /> F G � � � �� � � � � � p �9n DETECTABLE WARIN � SCALE; NOT TO SCALE W G. � 1�,
<br /> e V A � vaRies _ � TRUNCATEDDOME S U R F A C E UNDERGROUND ACCURACY STATEMENT F�,sF�`s Egti�l�w Q�
<br /> AC C E S S I DETAIL s1pNALE�
<br /> G RAMP TEXTURE PATfERN THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
<br /> E H J DETAIL INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES IZFN Gw 5 1 r2a r�
<br /> � THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE ( Project Name
<br /> SIGN N0. R7-8P C� C � 1. ARR4NGE DOMES U5ING IN-LINE PATTERN AS SHOWN IN AREA, EITHER IN SERVICE OR ASANDONED. THE SURVEYOR FURTHER DOES NOT
<br /> DETAIL.COLOR OF TEXTURE TO BE SAFETY YELLOW. WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION BAN K OF AM ERICA ADA
<br /> 2. PLACE MATERIAL ON CONCRETElASPHALT PAVEMENT THAT INDICATED, A�THOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS
<br /> HAS CURED ACCORDING TO THE MANUFACTURER'S POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND I M PROVEM ENTS
<br /> NOTES: � RECOMMENDATION.DO NOT APPLY CURING COMPOUNDS TO �p�p�p APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO
<br /> NOTES: THE AREAS THAT ARE TO BE TREATED WITH TRUNCATED ���0�� POLlCY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND I Project Number
<br /> 1. SIGN BACKGROUND:WHITE,RETRO-REFLECTIVE SHEETING. DOMES. 0���0� SIZE INFORMATION. INF�RMATION SHOWN HEREON iS SUBJECT TO AN UNCERTAINTY
<br /> 2. SIGN LEGEND:GREEN,RETRO-REFLECTIVE SHEETING. 1. SIGN BACKGROUND:WHITE,RETRO-REFLECTIVE SHEETING. IN ACCURACY DEPENDING ON DEPTH, SlZE, FLOW, AND CONSTRUCTION OF MANHOLES. 2�7�3O�O
<br /> 3. THE VAN-ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-B TO DESIGNATE THE PARKING 2. SIGN LEGEND:GREEN,RETRO-REFLECTIVE SHEETING. NdTES: THE SURVEY�R HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES.
<br /> SPACES THAT IiAVE AN ACCESS AISLE 8 FT OR WIDER. 3. THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A PARKING AREA RESERVED FOR
<br /> VEHICLES WITH DMV PERMIT AS STATE. DETECTABLE WARNING SURFACES SHALL BE CAST-IN-PLACE FIBERGLASS OR POLYMER BASED.USE ARMOR-TILE CAST-IN-PLACE SYSTEM, ' Description
<br /> 4. SIGN BACKS SHALL BE PAINTED BLACK. ADA SOLUTIONS INC.CAST-IN-PLACE OR APPROVED EQUAL.USE TNE LARGEST TILE SIZE FOR EACH LOCATION;12"X12"TILES SHAIL NOT BE
<br /> USED.DOME SIZE AND SPACING SHALL BE ADA COMPLIANT.COLOR SNALL BE SAFETY YELLOW. SITE PLAN
<br /> .
<br /> DlMENSIONS(INCHES) DIMENSIONS QNCHES) LOCAL JURISDICTION: � -s_
<br /> S�G" - Know wha�'s b�loW.
<br /> A B C C1 E F G H L SIGN
<br /> A B C D E F G H J THERE ARE LOCAL JURISDICTIONS THAT SPECIFICALLY REQUIRE DETECT�BLE WARNiNGS ON THE SIDE FLARES OR TOP OF RAMP(CA.).
<br /> STANDARD 18 9 3I8 3/8 2-1l4 2D 1 t-1l2D 1-112R THERE ARE LOCAL JURISDICTIONS THAT HAVE REDEPINED DETECTABLE WARNINGS(E.G.EXPOSED CONTRASTING COLOR AGGREGATE, � J �/a�I {J�ir�u!�i yV N �I�■ Scale
<br /> STANDARD 12 18 3I8 1-1/2R 2 4 2C 6 4 GROOVES IN A PARALLEL OR DIAMOND PATTERN ETC.). ACCESSIBILITY GUIDELINES DEFINED BY LOCAL ORDINANCE SHOULD SUPERCEDE �
<br /> WNEN MORE STRINGENT THAN ADAAG.IN THE ABSENCE OF A DEFINITION,FOLLOW ADAAG. � � *» _
<br /> �o VAN ACCESSfBLE SI�N A.D.A. ACCESSIBLE ROUTE SIGN
<br /> j��;�4,�� 1 - 10
<br /> SCALE: NOTTOSCALE 7 3 DETECTABLE WARN(NG
<br /> SCALE: NOT TO SCALE
<br /> SCALE: NOT TO SCALE
<br /> SITE PLAN
<br /> C2 . 0
<br /> .
<br /> SCALE: 1"= 10' �� • O
<br /> 02016 Gensier
<br />
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