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HomeMy WebLinkAboutTED4001438.4i cowbt RLJc-I ION LA5FMf_N"115 c'_l)' l)" 01, „ c LANE. LANE-11.1RN LANE LANE ► • VARIES 1 - L) VARIES - FE SLOPE ROUNDING o �- �a r ocr i 6'AC 2'Mi►.►.--7 BIKE PA { A00_.. - t31KE MATH tANQSCAPE_ PLANS - MIN. " ASPHALI COHCREI E OVEKLN( TYPEGA'A(lYf'(CALI�E CURB � GUThER 4„ CEMENT CONCRETE _ __ 3" ASPHALT CONCRETE CLASS"3" ASPHAL:I- CONCRETE CLA53"a"- 4" CRUSHED SURFACING 2�2 __-_._.--_ _. _ 4" ASPHALT-fREATEO BASE 4" ASPHALT IREATED BASE - �9" CRUSHED SURFACING GilCRUSHEDSURFACING - �t PROFILE GRADE - _ 2z 1_ --- 21 (TYP) ' - 6"it EXI _ STING ROADWA PAVINREMAINS (TO REMAI_ s ll O - -- 27 1 0 ---- - 2'- 0" w ? ROADW_AY SECTION "F3" _ ROADWAY SECTION "C" _ COMFOSITION P_s: ROADWAY SECTION C" i H ALF SECTION SHOWN OPF05ITE SIDE IDENTICAL HALF SECTION SHOWN - OPPOSITE SIDE IDENTICAL o C10N5TFtUCTIOW { STATION TO 51'ATI0N NOS: STATION TO STATION 100 r So 10 4 +60 22' _ -^--- -- 22 5 -- ac tt7 + 00 t2t + 00 5TA 104+001D 5T4: t07+00, ; 121 + 00 123 + 70 WQ�}i 123 +70 127 + 50 57A ttO-+5OT0 5►A:111+40, ; 127 + 50 t32 + 80 2 2% % 1'32 + 80 t40 + 30140 t t7+00 TD STA t20+ 00 140 + 30 141 + 70 ARE TRAN51TIOM ZONES. - 2 -- 41 -+ 70 t52 + 20 SEE PLAIJS. t52 + 20 154 + 30 ' t x �4R &tlD GTC46OTH r 154 + '30 158 + 30 158 + 30 t59 + 70 50E5] 153 + 70 1GO + 75 , ROADWAY SECTION J 56' TYPICAL ROADWAY SECTION STA'- itQ+50 TO STA tti+40 ONLY .�.,• .� �,1 - �...� J N0 SCALE r NO SCALE W =12" FOR WIDTHS LESS THAN 20 W= t3' FOR WIDTHS MORE -THAN 20' , ISOMETRIC: TYPICAL DRIVEWAY NO SCALE VARI ES 1Z" MIN. G' 0 --- BIKE PATH , * DIMEN51C NS ARE CHORD LENGTHS A & 6ACK OFCUR5. l' F S SF ' 36" .36 NOTE I. WHEEL CHAIR RAMP MUST HAN/E COARSE TEXTURED SURFACE APPROVED )3Y THE CITY ENGINEER. 2. RAMP TO BE PER APWA SPEC., TYPE C RAMP; EXCEPT LOCAT10N MODIFIED AS SHOWN. o� ti CURB RAQ f WHEEL CHAIR RAMP ISOMETRIC: TYPICAL WHEEL CHAIR RAMP NO SCALE OFFSET VAKIES CSFE TAB LE, THISSHEET) EXISTING PAVEMENT t CDNST 11CT10N LANE LAME ----- LANE �----00MF05ITI0K1 PER ROADWW 5ECT10N"C" n Vpi;ti►k 14 ' wl ,ID1-Wnl K I �-4" CEMENl CONCRETE 4" CRUSHED SURFACING FF1 LL GRADED GRAVEL L-l-ER MATERIAL G" PERFORATED _)K1DERDRAIN CON HHU01-15 bE I WEEIJ CATCH EVS(g5 I.E = PROFILE GRADEc-> L- BEGINS @ STA: 117+00, SEE PROFILE.) NOTE : WHERE PKOP05ED UNDERDRaIN UNDERLIE5 EXISTING PAVEMENT, SAW-CLIT EM5EING PAVEMENT AS K- QUIRED AU RI PLACE 'M-1 H NEW PA'JLMENT SEC I UN5 "t" OR "C" A5OJE TYPE I DITCH - SEE PLANS FOR LOCATION AND ELEY. 0 TABU OF OFFSETS 5TATION OFFSET STA1' ION i0IFFSET STATION , OFFSET STATION ! OFFSET STATION OFFSET STATION OFFSET STATION OFFSET 100 +-Oo 0. OD do }UO 1. 0.00 117+ 00 127 00 l 1.43 134 + 00 3.38 144 + 00 14.99 153 + 00 B.Gt lot+oU , D-Az + 11t 00_ 0.00 14.K 118+ 00 4.61 123 + 00 I 1.08 135 + 0 0 ' 454 144 +43.22 15.50 154+ 0 0 7.80 - 102}00 0.83 iiziOD 0.00 119+ 00 4.25 1200 ! 0.72 13600 5.70 145� 00 15.04 + 155+ 00 1 7.00 103 00 ' t 1.25 li3+oD r 0.00 t20+ 00 3.90 13� 00 + 0.37 l37 00 �' 6.86 146+ 00 14.24 156+ 00. 620 -- 121 4-00 3.55 - 131 + 00 0.02 138+ 00 : 8.03 147+ 00 13.43 I 157+ 00 ! 5. 105 }00 2. 0 ` ` 11�+23.28 0. 5"S" 122 + 00 ! 3.19 131 +04.M - 0.00 139+ 00 + 9. t9 148+ 00 120 157+99S51 _ 4.59 1. 04 115 0 D 1.77 123 00 - 2.84 13i +-08.27 0.01+ 140 00 10.35 149 00 } 11. 83 158 00 4 59 10T+00 0. DDT`' 116+ 0D :--3-, 3 7 124+ 00 2.49 131 +09.271 0.00 1414- 00 ' 11.51 150+ 00 ; 1102 159+ 00 2.92 108 0� 0 00 - -- - - - -- 125+ 00 2.14 _ 132 00 _ . + 1.05 142 00 12.67 . + 151 00 10. 22 I GO+ 00 + 1.25 109}00 ; o.o0 . 126+ 00 1.78 133+ 00 2.22 -+ 143+ 00 ! - - 13.83 1524- 00 9.41 160+74.83 0.00 DENOTES (CONSTRUCTION OFFSET SOUTH OF EXISTING I.( ALL OTHERS NORTH OF EXISTING.) DENOTES ANGLE POINT IN GOr\ISTRUCTION l:kNirr�L.iNE Z U Z �O a 0 0 0 o 0 C) O o o a a 0 ►+- 0 0 0 + o ` 7- -9 37., 7°4�,z5„E 588 °��' 37" E L V:1-ANG CON' -T. C 11h0}011 _. - \Ni�LC PT IN� CqOp NSi 1�UI`IGLE -T +00 F- =. COVP O 4 0 0 0 + 0 O Q O o O O - --- - - --- E) 8 48' 45 " _ b C EX . N 1O T'l 13I } Q B - 0 2- - - -B_�- 5� o �� a 0 0 0 0 S88 ° -3 3 r" _ _. EX1S C1NC7 Cq EwSTING ROADWAY -P Ilik , _ I a1► E x . t�lioN, . I It -t- 3t 44' ROADWAY SECTION CENTERLINE ALIGNMENT DIAG"RAM- 9A: 104+00 TO 5TA -1 t 0+ 50 AND 5TA'. t t,1+40 TO 5IA 117+ 00 ON Y� P4 38 NO SCALE r. �:.:.�... - �.....,,,. NO SCALE - --.. � .__...-,,,.•,�,� �,� : �-145 SCANNED OCT 2 7 2006 •► • - Alft ` ♦♦l ' ,r 'Q 4 V� I�iri • �- r a, c1cilia S CLw Oell ci ' � �.. a � t .... • P T }' }�. `..� and (A =�s 4 b :Rii a , I0-80Clwckcd - �, 7sr - 06 - ♦40 A46 t086.1303- 20_ - --- �1l1.1'.�i �