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SEC. , 8 T. 29 N. R. 5E. W.M. 1ST STA 13+42
<br /> � � � END OF INFRASTRUCTURE LEGEND:
<br /> PHASE t PROJECT
<br /> SEE CRAFTSMAN DISTRICT Q CURVE ID
<br /> PROJECT, BY PND - - - gREAKLINE
<br /> � � ' � � � � f" �� �� � � � Xt23.45 SPOT ELEVATION, FINISHED GRADE
<br /> [_ _ ._..i.._. � _..._Z... -L..___i.___..L, .._.__1 C r_�4_,._i__._._., �, ! � �
<br /> � �.`. �---= ` , ' °'"''` t/2 1/2 OELTA OF CURVE OR 1/2
<br /> F �� � � � � �
<br /> ; -- 20. 3 ; -r POINT ALONG A STRAIGHT LINE
<br /> ,_ . ,_ __.._ _----. ...._..._... ' o.
<br /> ..__ 2168 �27 C0.35i
<br /> ' . _..._._... _._.._ 3
<br /> i I � �
<br /> 2
<br /> - _ -.--------- ; 20.s2 7/a 1/�4 DELTA OF CURVE OR 1/4
<br /> P INT ALONG A STRAIGHT LINE
<br /> _._ �:_, - _....__r-�.
<br /> - -- - - --_
<br /> � .... � � �6 j 20.2 20.96
<br /> • ; Z qp qp AP ANGLE POINT
<br /> � � Q � BOW BACK OF WALK
<br /> � � � � 2�39 . � ME MATCH EXISTING GRADE
<br /> � � 13TH STA 88+54 � � 2�25 � 20.43 I 20.46 P�20 LP LOW POINT � �
<br /> \ ry EL=21.66, BOW
<br /> GD�' PROFILE PER i' � 13TH STA 97 i�00.38 = 3j4 �p,2 2 3�q� PT R 1.5 ��4 9 GL GUTTER LINE
<br /> �,` ` SHEEf C3.1 . -�� � 1.ST STA 12+41.50 . � pp.7� o.s� � . �
<br /> � Z�,q4 PRC 20.69 EOP EDGE OF PAVEMENT
<br /> �.2.� � � 13TH STA 87+87 . r� 13TH STA 89+00 ; � ! ��2 i�� P� 2�.236 � TRENCH DR41N PER STORM DRAINAGE
<br /> 4 21.64 PLAN AND PRQFILE SHEEfS
<br /> � EL=20.88.FL i EL= 21.89, BOW i 13TH STA 90+35 � 2t.s7 � 2 .73 i/2 6 � p�
<br /> �v� 2t.ss�� HIGH POIM � � EL- 21.89. BOW I PCC 27� t/�a2o.s 2o.83.PRC o.
<br /> � eow ,� ; I � �i.ss / �P � ��2 Zj43
<br /> � zo.s2 �-�---- --- .._----�- � � ! , z zo.9s � � Zo.ss (iENERAL NOTES:
<br /> tl,y 21.66 PCC p�97. PC � �
<br /> X 20 7 �W P�.os 2o eo 1.SEE SHEET G1.4 FOR DATUM INFORMATION
<br /> �^ 20J 3�4 3�4 AND HORIZONTAL CONTROL TABLE.
<br /> ��Q' ��od`� za.is z�.is � - z�.22
<br /> 2.FOR ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5
<br /> � `` 20.92 � 21.36 �1.39
<br /> ��1, \ AP � . . . . PC j�2� � �
<br /> �� 21.24 \ 20.76 21.48 21.87 7.69 G��
<br /> �G \ 2o.�s zox s � 2�.�o zi.se��42�.��a/2 22z 3i � '� Nd�:
<br /> �Q' zo.�s '=��=rr-*s._7'- .�.._�_�,_L:_.____�__ �__�_ �_� ,::,-� � .._. _ :.__ zo.�s �a'r57 R� P� 21.7e R % ��' ALL CURB ELEVATIONS LNBELED
<br /> FL AP ��4�7.42 21.60 o PR gs, ��
<br /> CL�� 8g}p� 21.00 21.00 Pc P� � - . ALONG FLOW LINE.
<br /> �� _ 13TH STREET a9+oo c� c�, 90`� zi.ae.x zz.a� 22.ea �,F.
<br /> 22.14 21.24 21.00� 27 00 y 27.00'� - - � T 1.46 21.B2.PC �
<br /> CL CL CL 1/2 21.42 27.71 22.07 B 23.00 �
<br /> 21.24 21.12 PT 21.68 PT � �P� 36� / .
<br /> � . AP 24 � � PT 21.24 AP �p P� R-� PT 83 PRC 5 NP, ���
<br /> zi.ss,r/z z2.sa '<<'�
<br /> ��4 oO �,P
<br /> PiC.51
<br /> � 21.59 21.59
<br /> - 22.43 22.33 22.33 �
<br /> 22.oa 22.38 13TH STA 90+70.88 CL
<br /> 13TH 5TA 89+90 P�
<br /> EL= 21.32, CL
<br /> EL= 21.04, LT&RT
<br /> N
<br /> CURVE TABLE
<br /> CURVE CENTER POINT
<br /> ID LENGTH RADIUS DELTA TANGENT STATION, OFFSET STATION, OFFSET STATION, OFFSET
<br /> 1 87.25 58.00 8571'09" 54.26 13TH STA 90+29.74, 16.69'RT 13TH STA 90+83.88, 74.56'RT 13TH STA 90+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'Ot'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 1 7 .. -ar:i - o i
<br /> 4 11.65 111.50 OS'S9'07" 5.83 13TH SiA 90+34.62, 3.70'LT 73TH STA 90+46.07, 5.78'LT 13TH STA 90+20.39, 114.28'LT ' '' - �E f
<br /> r ���. ' �� '_1 `I
<br /> 5 2.08 1.00 119'23'12" 1J1 13TH STA 90+50.40, 6.50'RT 13TH STA 90+51.66, 5.33'RT 13TH STA 90+50.69, 5.54�RT 7 �i � j� , '�,
<br /> 6 4J5 3.00 90'44'18" 3.04 13TH STA 90+46.07, 5J8'LT 13TH STA 90+49.69, 3.52'LT 13TH STA 90+46J6, 2.86'LT + '� ,;,, !�..� � i
<br /> 7 6A2 2.00 172'22'19" 30.00 13TH STA 90+04J5, 2.00'RT 13TH STA 90+04J5, 2.00'LT 13TH STA 90+04.88, 0.00'LT , , �
<br /> 8 58.86 62.00 54'23'42" 31.86 13TH STA 90+27.59, 16.55'LT 1ST STA 12+87.25, 24.21'LT 13TH STA 90+23.47, 78.41'LT w� k'- =--- -• - ---
<br /> 9 36.62 75.00 2T58'37" 18.68 1ST STA 12+87.25, 24.21'LT 7ST STA 13+21J7. 13.13'LT 1ST STA 13+26J6, 87.96'LT ` � '
<br /> 3 10 9.28 10.00 53'11'09" 5.01 13TH STA 90+54.85, 43.50'LT 1ST STA 12+89.01, 37.52'LT 13TH STA 90+54.85, 53.50'LT ;r;%;! , - r
<br /> � �
<br /> 9 11 3629 63.00 33'00'01" 18.66 1ST STA 12+89.01, 37.52'LT 1ST STA 13+22.57, 25.10'LT 1ST STA 13+26.76. 8�.96'LT S d -._ �t"�'���N _ �
<br /> "i 12 14.47 81.50 10'10'28" 7.26 1ST STA 12+91.65, 5.68'LT 1ST STA 13+05.48, 1.48'LT 1ST STA 13+22.18, 81.25'LT �------�
<br /> � 13 1.99 7.00 114'00'10" 1.54 1ST STA 12+90.27, 4.72'LT 1ST STA 12+91.65. 5.68'LT 1ST STA 12+91.27, 4.76'LT _�_p, I�
<br /> � 14 5.47 3.00 104'26'30" 3.87 7ST STA 12+90.49, 1.36'RT 1ST STA 12+94.33. 4.73'RT 1ST STA 12+93.49, 1.25RT
<br /> � 15 11.43 111.50 p5'52'27� 5.72 1ST STA 12+94.33, 4.13'RT 7ST STA 13+05.44, 1.46'RT 1ST STA 73+25.90, iti_07'RT � KEY MAP il�Il����� ~ I
<br /> 16 51.97 66.00 45'06'5$" 27.42 1ST STA 13+18.41, 13.35'RT 1ST STA 12+73.04, 5.84'RT 1ST STA 73+22.80, 79.21'RT �
<br /> u, NOT TO SCALE �
<br /> 9 17 37.76 54.00 40'04'04" 19.69 1ST STA 13+19.21, 25.32'RT iST STA 12+85.37, 40.28'RT 1ST STA 13+22.80, 79.21'RT
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<br /> � 1�SOO-424�SSSS 20 0 2o a0 ADJUST 3CALES�ACCORDINGLY.�
<br /> i
<br /> � � � � PROJECT ENGINEER: SCALE: P O R T O F E V E R E T T DWG. N0.
<br /> a � • � ' • ' �y pAs�q H. KUYPER AS NOTED C4.Z
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