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<br /> aRETURN-sEE coNTw.cT FOR RADius R6 L10I1 A AT`uccE RB 1. The bottom of the ramp shah have a ravel area(not In excess
<br /> •a `�,f' IsEEsio NPu4 FCa'o 1u�P1 20 FEET M-4 3/4 3'-8 1/2' of 2°h in any direction),4'a 4'.
<br /> 141
<br /> � 30 FEET 8'-11 1/2.3'-2 1/4• 2.The Type 2 Ramp Layout requires two(2)of this bid item.
<br /> _ 'Cement Cone Sidewalk Ramp Type 2•The bid item does
<br /> m 40 FEET 9'-4 1/2 2'-11 3/4 not Include the adjacent Curb(or Curb a Gutter),Ina Sidewalk
<br /> o S0 FEET 8'-0 1/2'2'-10 3/4 between Ramps,or the Cement Cone Pedesinan Curb
<br /> RAMP CEMIF181NE 60 FEET 7' 10 1/4.2' 9 3/4• 3.Ramp slopes shall not be sleeper than 12H:1V.
<br /> •`4i� 70 FEET 7' 8 3/4• 2'-9• 4.Avukpledngdra pagestr cturee)unodon boxes or othert%]
<br /> 2_6 �*Ibbe U Bo FEET 7' ]1/2.2' 8 3/4• obseud airs n front of mmp aaess areas O
<br /> 90 FEET ]'-61/2'2'-81/4' 5.Curb&Gutter is shown,see Me Contract Plena forth°curb
<br /> ,w41 0 100 FEET T-8• 2'-a• design specified See Standard Plan F-1012 k r Curb details.
<br /> rammeam
<br /> ,s.Csio PUNFro slow) / �� wTERMEOIATE RADII CACEOFCURPouTEO DIMENSIONS AT 6.See SM Plan F-30 10 for sidewalk plot placement and details P.T.
<br /> `� DE WARNING
<br /> ,� Hir RIP
<br /> • ‘41t1.1'
<br /> ,TEE NCRETEENT
<br /> aIDEWALKOD
<br /> � '� EOr0008 WO a°W�KR MP�E2 I++ ° :®® q
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<br /> VI� . sCEMENT CONCRETE
<br /> iDEwALKRAMPTyPE2 1I— ■v�vm
<br /> OEEuurTER YARIEs 2 atF� BEYELLawINI—I I— THIS PATTERN COLOR
<br /> CROSSWALK I v A"'ERAMPrmE vnmES TRAMPa'm
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<br /> 6'-o•MIN. aE'S PLAN FAOI% 1 LANDING rW-1
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<br /> 20 'al ROADWAY 'Irl up w
<br /> C aDEwaLENT Cic� Q CURB&GNN 6• 6' Cr MIN. DETECTABLE WARNING Y-I O
<br /> (SEE NOTE S)CR I I LANDING DETECTABLE ROADWAY U
<br /> / • X FLUSH 0 C,
<br /> CEMENT CONCRETE DEPRESSED
<br /> SHEET 1 OF 1 SHEET F��q�
<br /> PETri wTCURB .` ENTCONC CURBBCUTTER Cl.)
<br /> (SEE STO PLAN F-to 12) w' aIDEWALK (aEE NOTE S) --
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<br /> 86'-0 1/4• BID ITEM(INCLUDES SIDEWALK RAMPS) BID ITEM •
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<br /> I( 18-0 3/4• E1-0 3/4• 6'-O. VARIES 14'MIN.(SEE CONTRACT) I 6'-O EENT 5'-0• • -6• VARIES 14'MIN. SEE COIIIRAC • -8• 5'-0• r—✓/
<br /> R 3 PREMCLOED JOINT Fl EENSIONJOI SEE NOTE 1 DRIVEWAY
<br /> SIDEWALK
<br /> r r I r wa',aEEaDPA�Fo;
<br /> �'EXPANSION ST'D KAN I I wHEN aP"FIEO I�o�aA, H E SIDEWALK
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<br /> sEnTSD PLANF-1012,
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<br /> CL> CEMENT CURB AND GuTT\ .
<br /> ER eI■■1LO o F
<br /> l 1 S• --- —I�I� TCONCRETE 5'_p _6 WAY
<br /> i ER 0-''''', SIDE 5L0
<br /> \\\/// SEE NOTE r TcorvcRETE CURB NOTE pBcryplrvcE iA C�U 0..C,
<br /> GUTS V
<br /> INCLUDED IN CURB AND GUTTER BID ITEM R SLOPEI(T"YR) 6M1C0(SEE NOTE sI 4 O
<br /> 1. The intent of tM1is design is to t300cote the compaction of Hot 1.When the driveway width exceeds 15 feel,construct
<br /> Mb Asphalt pavement adjacent W a drainage simdure Y 1•y
<br /> a full depth expansion joint(see Sid.Plan atone 10) y
<br /> s-Fa%OF GRATE SEE NOTE 2.The centerline of the drainage structure may differ from the VARIES u'MIN with 3rti joint tiller along the driveway centerline VARIES',MIN
<br /> to 0
<br /> — III'�� centerline of the frame end grate Construct expansion pints parallel with the center- .l l
<br /> line aS 2'-10 1/2. a I ARIEs I ddveweY�lvldlhs euired txc5�md mum spacing when 7-6' ,sEElcorvTftncTl )/T1,..0
<br /> 81/2• IJ• LOPE THE 81 -21 CEMENT ry (aEE CONTRACT) RAMP DRIVEWAY TAPER - -6.
<br /> `v'e" 0 n RAMP
<br /> w-0
<br /> � (1.09') FACE OF CURB CO NC PEOESTRIAry
<br /> 51 2 (1 iRER EcuTTER PEN Down To ,' I CURB OW
<br /> ml. • 2.See Std.Plan F-30.10 for sidewalk details. ml YARIEs z-6 160 010 0tin
<br /> MATCH RECTANGULAR FRAME MATCH
<br /> m / \ 3.Curb and gutter shown,see the Contract a ..•• •„
<br /> 1 2•R. 1 R. 1 R. 1•R. __d':i•': • ..:..r O
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<br /> / ROADwAr /2• ROADWAY .. Plans for the curb design specified.See Is^ExPE
<br /> ,•R TOP of ..:•ftETE....:..i. SION arviryP) 4.Avmd placing tlreinage slruclures.lunctlanl .:A:Footo a..
<br /> SLOPE CEMENTCONc ,m •.
<br /> SLOPE an fir an - or cur a I s RETE• 5 xPA MON F 3
<br /> '. '. 3 RECESS r TOPOF 1r1 SIDEWALK -
<br /> r.'.'' • . Cin^ I S• 1/2•R�ftonnwpv .'. •.� 1— 1/2 R. Ra.DwnY SIDEWALK •
<br /> 1 STD PUN Fa 1 Six d W rF ins tr it front f (SEE o1oI1TyP1
<br /> .p.. :.• eS O a obsbu s fro O
<br /> _ .:39EE xPA..:i.
<br /> tlPl 12f btl tat �:�i•�� •'
<br /> Qbo y entrances.
<br /> m e'-o• s'-o.'...p•• .. \i �E
<br /> .,••', p � l...2R MA%
<br /> u i..•4'-0• ... 6'-
<br /> 0• FLUSHFLUSH
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<br /> 28 MAX. DEPRESSED CURB R( P) I GUTTER(SEE S)/2 R(TYP.) DEPRESSED CURBS GUTTER m mt, 1p VARIES ��IEE�iO a1
<br /> JUSTMENT SECTION I�pTINDLDDED Q " ( w', Es�P F o;INCURB AND GUTTER .RWEWA; (arSTIPJAF o) QB
<br /> 0 ` QDDRABGNaDRDa DRBI MDDED
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<br /> '!'myOTHER) Il
<br /> Q /11101 SHEET, ,SHEET a R 74 \: ' VrvENE
<br /> PEDESTRIANDURB 1
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<br /> SIDCEMENT
<br /> EWALK ' � ao
<br /> B RPE )2H d
<br /> CONCRETE
<br /> / ErvTE, I*m CEMENT
<br /> `EBe
<br /> DERR
<br /> oNcRETE
<br /> END GUTTER
<br /> °RYBNNCE
<br /> SIDE SLOPE gyla
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<br /> / / TtErRESSED °
<br /> SHEET,OF 2 SHEETS
<br /> ,aEENa „ER
<br /> PROJECT # 06— —DEV
<br /> This plan sheet is approved for construction in accordance with the
<br /> City of Anacortes ordinances and policies. Actual conformance of the
<br /> design with applicable Ions is the sole responsibility of the
<br /> professional engineer,whose name and stamp appear on this sheet
<br /> Acquiring,complying with,and providing mitigation for all Federal,
<br /> State,County,and Local Laws,pernitsm,and mandates,including by son No.
<br /> �'HER/it not limited to the Endangered Species Act,Federal Wetland Permit,
<br /> �PE Stale Department of Fisheries Hydraulics Permit,Federal Flood Plain C 2
<br /> {\j��,.aF��� Permits,National Pollutant Discharge Elimination System Permits is
<br /> A7 the responsibility of the Developer,Landowner,and their Engineer.
<br /> The issuance of this permit shall not be construed as proof of
<br /> compliance with applicable laws and permit requirements. REV.:-
<br /> 27807 o JOB NO:J662
<br /> TE' xa
<br /> ONAL Os CITY DATE DATE: May 4,2010
<br /> Construction for the approved project is to start SCALE:Noted
<br /> One year of this date and completed 6-montha DRAWN:D.HERRIGSTAD
<br /> from start of construction.
<br /> CHECK: D.HERRIGSTAD
<br /> REV, B MAY 4, 2010 SHE6r 2 OF 2
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