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LEQEND: S.�'C. , 8, T.29 N., R..SE., W.M.
<br /> C� CURVE ID
<br /> ' �k r--�--i � . . ,� -
<br /> �� - BREAKLJNE -- � � � � �--�--�--T--�--r-, N! f � N �' 't
<br /> --� �a i i � � � � `a � i i i i 4 � a� � i� i E� 44� � �
<br /> X123.a5 SPOT ELEVATION, FlNISHED GRADE I - t � t � ♦ ♦ ��� � � i �� � u i t�� �� � I
<br /> / / � ---- \���a� � (�----\� \\� \\� \��`� I I i I I i -�%'�A/ ! �I i � j + r p! I : '
<br /> t/2 1 2 DELTA OF CURVE OR 1 2
<br /> POINT ALONG A STRNGH7 LlNE -�
<br /> 7/4 1/4 DELTA OF CURYE OR l 4 � � � I� � N � � �a �� � � -
<br /> POINT ALONG A STRAIGHT UNE � ---- � I� � p � � �8 � � �
<br /> AP ANGLE POINT �t 4 � � C] lu t I ' �
<br /> I T 3TH STA 95+44.12= I
<br /> BOW &4CK OF WALK � j YdMVD 5i'A 32+08.69 E II I b I W j��f"-�f I - � •
<br /> M E MATCH IXI517NG G R A D E �--- .--� �{ t �� ! > `�1 ' l • .y
<br /> � I 1 I I I f l I 1 1 k I I ( I I I I I I I I 1 I I ( f I i� .� ;
<br /> EP. LOW POINT � I � � t I I I I f 1 f I I { l: f I I I I I I I ! I I I � �i i II � Z �� � I 1 j
<br /> � I � � I I R I I t I ! I I t I 1 I I I l I I 1 I i I 1 � I f '. I � �� � � I '
<br /> GL GUTiER �NE I I � E I I � I I i I I l I I I. I I I I I I I J I I . I I , f. 1 .� Il f f . .
<br /> �� . �
<br /> Eoa EDGE OF PAVEAAEM � �------------� � �-L-J-L_1--I--L-J--L-1__I__1:J___L�..t__I--1-J--L--1---�--1-�--L-1-� r i� � � � i����r i �
<br /> � TRENCH DRAIN PER STORM DRPJNHGE 2�57 27.32 21.32 2t.32 26.57 ---__Ji // i �� ! t �
<br /> PLAN AND PROFlLE SHEEfS --- �c- IR��t�i f df �
<br /> 0.99 20.$7 20.3t � e 1 ?p . I. -
<br /> GENERAL NOTE3: p,`-L �Ci/Qi' t� 3%45 p°'60 ----, �X� � i `,o ' I
<br /> G 27.39 " � 2023 19.61 � �J>%d� i Y s. ' �i � :A . � . . .
<br /> 27.07 :d I
<br /> S.SEE SHEET Gt.4 FOR DATUM INFORl�tAilON t�,'� � ��2 Zt oo = .
<br /> AND HORIZONTAL COMROL TABIE. ,Z,�' Zt 86 �9 2t te 20.9� pi _,
<br /> a�■ /t II i
<br /> t�,�' � nP 2� R� � zo_7s 2o.5s 13TFf STREET ■s■ � � j R �
<br /> 2.FOR RQADWAY SECTIONS SEE SHEETS C2.1 TO C2.5 �
<br /> . � Gj� 22.7 t pg 20.81 PT 19.93 ■�■ . . .
<br /> _ -i_ _
<br /> -} _ _ _ 'g�3i- � N {
<br /> � _ _ � - - - - i-�
<br /> . P . ��.234 R�. p.92 . � F � �j ��- N I
<br /> � ' �=; ■�■ � 0 1 q �
<br /> � � 27.28 t.t6 20.9
<br /> . ■�■ � M I �
<br /> �URB ELEVATIONS LABELED '�G��� � � . �� 2t.99 PPR� Zp� � R 1' 20.59 -•-"''. �� p A `
<br /> ALONG FLOW LINE �P � t 2296 ��4 0 �2� 3�40 �_� a�s �� i � �
<br /> �
<br /> 23.14 21.58� 20.09 � . �•���� Q.EO � � �
<br /> 2249. PCC PRC� 19.77 � � I ' � .
<br /> 2267 -� � PT t9.36 � . 0 ■�[ � i � � . .
<br /> �21
<br /> z o �%� z�ss =_�-�_-,� ■ ■�■ �\ �. i. .
<br /> t- �21.96 22.32 �`2 PCCZ 20.06 �' . 1 f. -.. � -
<br /> 22.18�I p�� PCC 20.70 � __�-� � l � � -
<br /> �� 22.t O.PC 53 20.76 P7 . � � � �� � f 8 E Y .t■ I .
<br /> ��� 2199 22.08 C 190 P�CC72 �2 ��2 � �� \� \\ I � �f wl i • �
<br /> 3/4 3 J4 13TH SfA 94+66.33 � � q I 1 1 l i 1
<br /> 22.2t 2�, . � . . �
<br /> �22.08 ��25 � � �% 22.55 PRQFlLE PEft END OF INFRASTRUCTURE �� �� u I I�I I I 1
<br /> �,gy PRC � PRC9 it4 �/Z SH .2 PFUSE 1 PRWECf . � I � �1 I �Ui t I . � .
<br /> R=' =1' R 04Q,dENf PNR0.IECT,BY DFA `�I � 11 I It I. E I �
<br /> 21.70 �I � I� i 111 t I I
<br /> pr - PC77 2AT2.02 21.77 22.45 . � � �1 � � I� ftI 1 I .
<br /> R_ R_�.
<br /> PC
<br /> � ; I ; B�I I �
<br /> 2i.sa pi.s (i � i: ii I i r ' j .' i
<br /> CURVE TABLE � �
<br /> zz2� z�.ss wr l PC 21.53 zz2� CURVE CENTER POtNT ii i � � R� f � j �
<br /> 2t.a 2i.eo
<br /> w I ID LENGTH RADIUS DELTA TANGENT STATiON, OFFSEf STATION, OFFSEi' STATIQhf, OFFSET ' �
<br /> Z 18 37.99 53.00 41'04'11" 19.85 ST STA 12t73.04, 35.84'RT 1ST STA 12+60.00, 70.66'RT 1ST STA 13+13.00, 70.66'RT �I �' � !' 91 i I � �
<br /> 19 14.09 17.50 46'07'OS" 7.45 1ST STA 72t85.37, 40.28�RT 75T SFA 12+80.00, 52.90'RT 1ST STA 12+97.50, 52.90 RT �1 � 1� I if l 1 I �
<br /> Q � 20 18.25 77.00 13'34'49" 9•17 13TH STA 91+50.50, 6:10'L7 13TH STA 91+68.23, 1.97'LT 13TH STA 9t+76J2, 78.50'LT jl � � � g u{ { I �
<br /> y 21 13.92 92.00 OS'40�06" 6.97 t3TH STA 91+54.25, 7.54'RT 73TH STA 91+68,12, 6:50'RT 13TH STA 91+68.04, 98.50 RT �� � I� M tlt ! i �
<br /> 22 2.08 7.00 �7g'20'S4': . t.71 13TH STA 91+49.17, 5.00'LT t3TH SFA 91+50.50, 6.10'LT 13fH SFA 91+50.9'6, 5.16'LT I� 6 �� � H I I I �
<br /> � I � I �
<br /> 23 4:67 3.00 g9'10'50" 2.96' 73TH STA 91+50.85, 5.06'RT t3TH STA 91+54,25, 7.54'RT 13TH STA 81+53.81, 4.57'RT �i � jl j II I t i �
<br /> 24 13.49 95.50 08'05'47" 6.76 1ST STA 11+73.87, 3.25'LT tST STA 11+87.22, 5.16'LT 1ST STA 11+67.00, 98.50 LT �i � d i �i i � I f
<br /> PROflLE PER
<br /> 25 17.79 69.50 1439'S2" 8.94 1ST S7A i1+73.92, 3.03'RT 1SF STA 11+91.44, 5.80�RT 1ST S7A 11+87.86, 2.23'LT '
<br /> SH C3.4 � 26 4.60 3.00 g7'55'58" 2•89 �ST STA 17+87.22, 5.16'LT 1ST STA t1+90.76, 2.97'LT 1ST STA 11+71.90, 72.50'RT
<br /> � 27 Ztt i.00 120'37'10" tJ5 iST STA 11+92.69, 4.60'RT 1ST STA 11+91.44. 5.80'RT 1ST STA 11-F91.72. 4.84'RT o
<br /> 28 31.95. 54.00 33'S3'41"... 76.46 1ST STA 71+68.48, t6.50RF tg7 gTA 11+98.59 25.68'RT 1ST STA 11+68.48, 70.50RT Q
<br /> 29 17.50 40.00 2504'01" 8•89 iST STA 11+98.59; 25.68'RT 73TH STA 9t+38.64, 30.94'RT 13TH STA 91+59.26, 65.21 RT a � � �,
<br /> 30 62.33 65.00 54'S6'43" 33.80 13TH STA 91+38.64, 30:94'RT t3TH STA 91t98.49, 27.21'RT 13fH STA 91-�72.15, 86.63'RT Q
<br /> 31 20.86 50.00 23'54'25" 10.59 13TH STA 91+98.49, 27.27'RT 13TH STA 92+18J5, 37.5Q'RT 13TH STR 92�f 18J5, 18.50'LT
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<br /> . �
<br /> � KEY MAP �
<br /> 3 NOT TO SCALE
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<br /> BLIC SERVICES . DATE ' PUBLIC LVORY.S'�
<br /> � CALL 48 HOUR3 „T Eg DMINAOE DEPARThOENT : . ,
<br /> � BEFORE YOU DlC3 S�"-E�" �� .o�„�r�5�°��o�TM .
<br /> � 1-840-424-6866 zo o zo ao c ��a � "`�� o�E�� 1�
<br /> r,onoisroron� E ttT 8TMiDAPDS NOTE: f•-'--�{
<br /> �° _.IkAE88FEHMIT IF "L" DOES NpT ME"ASIU�R t"
<br /> N � . . � ' ' � FON C ASNUeT!OH NAS�BEEN(SSVED. �JUST SCALES ACCOR�.rIN�LY. .
<br /> PROJECT ENGINEER: � SCh1E: �,
<br /> n � � � I ' �' • H. KUYPER AS NOTED PQRT OF EVER�TT DWG. N0. � i
<br /> �, PO� O Q f °�'�°�° °^'� NORTH MAR{NA R�DEV�LOPMENT C4.3
<br /> o R. AWAD AUGUST 4, 2006 CIP N0. `
<br /> � �2s t�ath st�eet s��su�te 200 lNFRASTRUCTURE PHASE t 3-o=oos-os
<br /> o ORAINN 8Y: • CFffCNED BY:
<br /> N E�ere�.Washinqton 98204 � G. MENDENHAL M. CREEDEN . .,,, P�E�
<br /> � P��w 98�6 o ei4io6 PERMIT APPROVAL/CONSTRUCi[013 �o��,g��� �PRQ��,. G RA Q(N G P LA N 1 ST AV E./ Na. PD-HM-2005-06
<br /> °' (425) 259-3764 Ph:4257�1-38U0 0 C� 13TH ST. .ROU.NDABOUT
<br /> a' JOB No. 27-04-015 wo. Da7e er r�oN rlo. ontE ar �nswn ExaIRES�Ot 02 SHEET N0. 34 QF IB3 I
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