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Q �j T�T � �f 1 ST STA 13+42
<br /> �� �> � U � T. � � Ne , � o �1.� o , Y i' . 1V1 e BID PACKAGE � 3 LEGEN D:
<br /> FULL DESIGN LIMIT
<br /> MATCH CRAFTSMAN DISTRiCT � CURVE ID
<br /> PROJECT BREAKLINE
<br /> ,
<br /> ,�,,,.,m�,.,..�.,,._. ....,,.�.w..��......,...�m_.��,...m.d,.,.�� - ..»�...�.._.,.,.,,,..m_.,.�,.e.....,.�a.m..ee� ,.»._...,m�»..,.�,..v..a,.«.,.. £ � £ i i t ! 9 F / ,�:� ! j / � 3 � ' f .
<br /> � �Z f �
<br /> # � � � i ! i E i�� �i �; � _ ; `���� �''� X123.45 SPOT ELEVATION, FINISHED GRADE
<br /> s f� , � y�
<br /> � + t I �� � .
<br /> t � � f q q
<br /> � � °a�.�,e.��..,..��. .,�._..�.._ . ,, s � � �.,�..w..w,.�,e..�.�� .. .�...� ...a,.. .� d.,.�.�.., . �.,r.�w��.�...:......... '��r� I�� I��
<br /> � � . � � � ^ � . � �.. __n, . .., ,� . _.A�<, .�..._�..1._ sm owL.,»_e�w i.�___�._w ., �� �_..m��,� . .e � �...�... � �
<br /> f. ., �, � DE�TA OF CURVE OR
<br /> , ,� .�F : .�,__ ,, _ ,.,,�s POINT ALONG A STRAIGHT LINE
<br /> �
<br /> : �
<br /> � r
<br /> €
<br /> E
<br /> 21.68 0 20.27 20.35` `
<br /> ^ 2 .23 � AP CL ME� ! 1/4 1/4 DELTA OF CURVE OR 1/4
<br /> . . ...F_...:. ... . ........ ....""';.,.,..__a.., ....,., �t..,., . ..,...w_.w ......_ . . . . .
<br /> _ ...,_� . . ..��.. ._ �..� ..,. ._._ .._._ _ .. _�. _�_. _�_.. ..._ �._ ..._ �. . _... .._ _...�. _._ .�v �......_ __... __. ._... �_. .__ .._ ... �__. ._. ..__. . ._ ._... .. _�._ .M� ._ _._ _..ME
<br /> . . . .,,..A ..,..Y 'L...,�...,.F.,,......,. _....„ _,.,._.. . ......._ .. .. ..... �..,, .._,... _.._.. .,..
<br /> . . ... ._.�.. .,............._ ..,..,._ ....._ _.._.. .._.... .. .. ....... ..... ........ ..... i 1
<br /> ; __.._ ` ,._ _ POINT ALONG A STRAIGHT LIN
<br /> � ' AP 64 z 20.23 ME.92 AP ANGLE POINT
<br /> � i
<br /> ; ' w � 20.2� 20.96 gOW BACK OF WALK
<br /> ,...� ( ¢ AP AP
<br /> ; , ; 2� 39 c�i� ME MATCH EXISTING GRADE
<br /> 13TH STA 88+54 ` 2�•25 PT 20.43 20.46 PC'2o
<br /> '� EL = 21.66, BOW 3/4 p� LP LOW POINT
<br /> �D�' � PROFILE PER '� 13TH STA 91+00.38 = ;�2 2 3�41 PT R=1.5' 20•5�4 1%4 9 GL GUTfER LINE
<br /> ,� . SHEET C3.1 s--, 1 ST STA 12+41.50 � 2a.�2� o.s� /
<br /> � 13TH STA 87+91 ; f j 1.244 20 84 C PT•69 EOP EDGE OF PAVEMENT
<br /> � � = 13TH STA 89+00 £ � 21 38 �.���:�=:�°�:.�"� TRENCH DRAIN PER STORM DRAINAGE
<br /> �� �` RAISED CROSSWALK TOP OF RAMP � EL = 21.89, BOW � 21.g� L� ��Q 2o.C�7s ��2 2�.64 PLAN AND PROFiLE SHEEfS
<br /> EL - 21.46 CL 13TH STA 90+35 20.73 1/2 0 PCC
<br /> �� 21.66 �'�' ' � EL = 21.89, �OW � PCC ��4 1/420.96 20.83,PRC 20'�'2
<br /> � BOW EL = 21.70, RT , 21.53
<br /> / 2o.s2 �
<br /> ���j E� = 2�.34 �T `, � 1�,2 8 9Q P c � �4 3/4 GENERAL NOTES:
<br /> � .._.. .__ ..�_ �_._ �__. .�._.. �..._ ...,_ �.�_. _.�__...��- .., ( � 20.96 20.89
<br /> 22.06 PCC p�97 PC �
<br /> `�'� �ow6 2o.so 1 . SEE SHEET G1 .4 FOR DATUM INFORMATION
<br /> ��x 20.76 PC
<br /> 3�4 3�4 AND HORIZONTAL CONTROL TABLE.
<br /> �'�P 21•00 AP 76 AP•92 21.12 2�• 5 �$ 21•22 2. FOR ROADWAY SECTIONS SEE SHEETS C2.2 TO C�.S
<br /> CL
<br /> �`'�"� 21.24 AP.88 PC 3� j�2 1 1.39 I �
<br /> G�� AP AP.76 P.�0..76 21.66��4 $ 21.83 21.87 21.69 �j�' I�QT�=
<br /> '` _ 21.70 21.71,1/2
<br /> �P \ 0.76 µ rvµ �M~���'�����: � ` 20.76 21.4 PT.57 R� P 4 PRC 22.31 � ��� ALL CURB ELE1/ATIONS LABELED
<br /> 20.76
<br /> �1 21.76 R ,�
<br /> 21.00 8$ FL AP �� � 1.42 21.60 O O � 9 5' '�'�� ALONG FLOW LINE.
<br /> c� -�'� 1 3 T H S T R E E T 89+00 2 i.o o 2�.0 0 90�c P� 2� 88 P� �,
<br /> 22.14 - - _ CL C� _ _ � 22.37 22.84 �
<br /> 21.00 21.00 21.00� � � 21.46 21.82,PC � .
<br /> C L C L C L 1/2 21.42 21.71 22•07 F} 23.00/
<br /> . / /
<br /> 21.24 21.12 PT 21.68 PT Q 5� P� 36 /
<br /> A1�.24 P T 21.24 q P �P P� R=i' 21.83 22.15 �P� \��
<br /> 13TH STA 87+63 PT PRc � ��
<br /> 13TH STA 87+52 TOP OF RAMP 13TH STA 88+0 21'99'��2 22.53 ��
<br /> EL = 21.46, CL 21 51 ��4 �P
<br /> BOTTOM OF RAMP BOTfOM OF RAMP
<br /> EL = 21.00, CL EL = 21.70, RT EL = 21.00, CL
<br /> EL = 21.24, RT EL = 21.22 LT EL = 21.24, RT 21.59 21.59 PC
<br /> EL = 20.76 LT EL = 20.88 LT
<br /> 22.43 22.33 22.33
<br /> 22.04 22.3s 13TH STA 90+70.88 CL
<br /> 13TH STA 89+90 Pc
<br /> EL = 21.32, CL
<br /> EL = 21.04, LT & RT
<br /> PLA#VS APPR4VED
<br /> ` _��
<br /> PU9 C SERViCE� OATE
<br /> PUBLIC WORKS
<br /> EROSION DRAINAGE DEPAE2(MENT
<br /> A PUBUC WORKS PERMlT IS RfQtHREDPRtOR
<br /> C1TY ENGiNEER �0 STARTING ANY CONSTRUCTION ON THiS
<br /> PR0IECT. APPROVAL FOR THIS PROIEGT IS
<br /> CURVE TABLE CONDITtONAL PER CURRENT STANDARDS
<br /> ANp EXPIRES,,._�_UNLESS YERMfT
<br /> FOR CONSTRUCTION HA5 BEEN ISSUED
<br /> CURVE CENTER POINT
<br /> ID LENGTH RADIUS DELTA TANGENT STATION, OFFSET STATION, OFFSET STATION, OFFSET
<br /> 1 87.25 58.00 86'11 '09" 54.26 13TH STA 90+29.74, 16.69'RT 13TH STA 90+83.88, 74.56'RT 13TH STA 9�+25.88, 74.56'RT
<br /> 2 42.41 27.00 90'00'00" 27.00 13TH STA 90+44.88, 41 .50'RT 13TH STA 90+71 .88, 68.50'RT 13TH STA 90+44.88, 68.50'RT �
<br /> 3 16.05 76.50 12'01 '14" 8.05 13TH STA 90+34.66, 3.50'RT 13TH STA 90+50.40, 6.50'RT 13TH STA 90+28.28, 79.73'RT � �� �-r��, E ��� �- � ��, , , �; ,� o ; � �,� � � ; ., ��i;
<br /> e > > �� ,i,_�' (u�I_µ t t t�.� � � ..t� t 1 .: . 3 p,._ >�yi � � � 7j
<br /> ♦ > » ��-,_.V. �...� �., .._ .,,..w; j 3 t It� zf �} � 1 �E�il
<br /> 4 11 .65 111 .50 05 59 07 5.83 13TH STA 90+34.62, 3.70 LT 13TH STA 90+46.07, 5.78 LT 13TH STA 90+20.39, 1 14.28 LT i ,� ; 3 � �
<br /> '' E �'-� ; � � �� I�� � �� ` ���i
<br /> 3 5 2.08 1 .00 1 19'23'12" 1 .71 13TH STA 90+50.40, 6.50'RT 13TH STA 90+51 .66, 5.33'RT 13TH STA 90+50.69, 5.54'RT �'` ,�i =� ,, ; _ � �� � 6 � F ) ,,, :j:
<br /> '��;w � . : ( `` � 3 2 x, $� i �1�#(
<br /> � �� 6 � �4.75� 3.00 90'44'18" 3.04 13TH STA 90+46�.07, 5.78'LT 13TH STA 90+49.69, 3.52'LT 13TH STA 90+46.76, 2.86'LT `a,�.' = f ;_;! ;� � � � ; , � a �-� � ��_ ��E� ._`�� �-��'{ � � ��
<br /> �- _ � � �"'
<br /> � . . . � . . . i ? ` �_..�€ '4} � �o -3 � .�!t
<br /> ; 7 6.02 2.0� 172'22'19" 30.00 13TH STA 90+04.75, 2.00'RT 13TH STA 90+04.75, 2.00'LT 13TH STA 90+04.88, 0.00'LT 'f ��� , v� � _ � j ; __ ,�::
<br /> � ,
<br /> �, 8 58.86 62.00 54'23'42" 31 .86 13TH STA 90+27.59, 16.55'LT 1 ST STA 12+87.25, 24.21 'LT 13TH STA 90+23.47, 78.41 'LT �4� .:,._ � t;��,��� __ _.._ _._._ �j
<br /> - t =�.
<br /> � . , » � � , , � , , : 'a,
<br /> � 9 36.62 75.00 27 58 37 18.68 1 ST STA 12+87.25, 24.21 LT 1 ST STA 13+21 .77, 13.13 LT 1 ST STA 13+26.76, 87.96 LT �, € i ,�. ; � ,.�.-_` � �
<br /> M 10 9.28 10.00 53'11 '09" 5.01 13TH STA 90+54.85, 43.50'LT 1 ST STA 12+89.01 , 37.52'LT 13TH STA 90+54.85, 53.50'LT j��� �_ � � �`°°£� `�.,,�;�, � � 1����
<br /> j�k l , l l �. .w �-
<br /> � 11 36.29 63.00 33'00'01 " 18.66 1 ST STA 12+89.01 , 37.52'LT 1 ST STA 13+22.57, 25.10'LT 1 ST STA �3+26.76, 87.96'LT �� �--� � - E� -s� -m-�-- -�- - -�- -- --•� ----- °� ` . ������'��
<br /> �
<br /> �, � � � , ► � �l ., _ _-___ __ . ._ _ __ . -_ �. ,;, �- � � � �i��
<br /> 0 12 14.47 81 .50 10'10'28" 7.26 1 ST STA 12+91 .65, 5.68 LT 1 ST STA 13+05.48, 1 .48 LT 1 ST STA 13+22.18, 81 .25 LT �` �3 ��c�h � � `��
<br /> � m = ��
<br /> 0 13 1 .99 1 .00 1 14'00'10" 1 .54 1 ST STA 12+90.27, 4.72'LT 1 ST STA 12+91 .65, 5.68'LT 1 ST STA 12+91 .27, 4.76'LT N � � � �� ��.�`�
<br /> � � � � � 14 5.47 3.00 104'26'30" 3.87 1 ST STA 12+90.49, , ' ' ����'" � ��� ,�����
<br /> .� 1 .36 RT 1 ST STA 12+94.33, 4.13 RT 1 ST STA 12+93.49, 1 .25 RT 1; � _ ., , {4�:
<br /> 0° 15 11 .43 111 .50 05'S2'27" 5.72 1 ST STA 12+94.33, 4.13'RT 1 ST STA 13+05.44, 1 .46'RT 1 ST STA 13+25.90, 111 .07'RT SCALE IN FE� KEY MAP ;�� �;f;E���f�'_ � __'�;�`_
<br /> 0 16 51 .97 66.00 45°06'58" 27.42 1 ST STA 13+18.41 , ' ' ' i�; 3��=;� � � �����
<br /> 13.35 RT 1 ST STA 12+73.04, 5.84 RT 1 ST STA 13+22.80, 79.21 RT _ , ,�3�,
<br /> NOT TO SCALE �, , �,��,
<br /> � 17 37.76 54.00 40'04'04" 19.69 1 ST STA 13+19.21 , 25.32'RT 1 ST STA 12+85.37, 40.28'RT 1 ST STA 13+22.80, 79.21 'RT 20 0 2o a-o 3�� �v �� �'���
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<br /> ° � ' 1 � � ' � 8/29/08 BID PACKAGE 13 - BID SET .9A.wASR,� H. KUYPER AS NOTED
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