Laserfiche WebLink
TTLBLK <br /> WAS�EAL <br /> S32130T6190 <br /> WCLSEAL <br /> SURVEY CONTRC�L POIN7S SURVEY MAPPING NOTES <br /> 1. HORIZONTAL DATUM: WASHINGTON COORDINATE <br /> SYSTEM NORTH ZONE (NAD83-CORS 96 <br /> SURVEY CONTROL Epoch 2002.00) <br /> POINT # NORTHING EASTING ELEVATIQN DESCRIPTION 2. VERTICAL DATUM: N.A.V.D. 88 0 <br /> � <br /> 6 312999.19 1300516.78 288.50 PK NAIL W/WASHER 3. HORIZONTAL CONTROL WAS ESTABLISHED BY A � <br /> � <br /> COMBINATION OF FIELD TRAVERSE AND RTK <br /> 9 '� 323321.00 1302445.44 455.88 PK NAIL WfWASHER GPS WITH AN ACCURACY THAT MEETS OR �� o <br /> EXCEEDS WAC 332-130-090 � Q <br /> 14 �k 334405.93 1287704.95 588.17 PK NAIL " ¢ <br /> 4. THE COORDINATES AND ELEVATIONS OF � <br /> 20 '�` 324971.60 1292440.27 536.54 PK NAIL WjWASHER CONTROL POINTS SNALL BE VERIFIED BY THE 00 <br /> CONTRACTOR'S SURVEYOR PRIOR TO <br /> 23 324184.83 1300192.44 400.10 PK NAIL W/WASHER BEGINNING CONSTRUCTION W <br /> Q <br /> 26 320769.87 1300732.32 414.33 PK NAIL 5. TOPOGRAPHIC SURVEY AND CONTROL WAS � <br /> PERFQRMED BY OTAK INC. IN JANUARY-JULY <br /> 41 �k 294169.69 1301871.91 112.33 PK NAIL OF 2015 z <br /> 2�0 '� 33418$.64 1287881.57 586.07 PK NAIL W/WASHER <br /> 203 '� 3210Q7.50 1300755.66 417.95 PK NAIL W/WASHER ��vy��,������,.� <br /> 204 '� 323329.91 1302052.00 454.19 REBAR W/ RED CAP ���� a� � <br /> 205 330536.55 1289521.02 531.37 PK NAIL o <br /> 29961 <br /> 206 330055.44 1289645.49 533.21 PK NAIL W/WASHER �'�j��ISTgR� �' <br /> ��'•9L LA�� /24 <br /> 207 324906.63 1292931.69 560.39 PK NAIL W/WASHER <br /> 208 293007.67 1301866.5? 108.70 PK NAIL W/WASHER <br /> 209 292569.42 1301864.90 119.46 PK NAIL W/WASHER <br /> 214 316450.61 1300327.59 325.25 REBAR W/ RED CAP <br /> 215 '� 316748.62 1300228.19 328.32 PK NAIL W/WASHER <br /> 216 298411.91 1302784.09 153.07 HUB & TACK Z <br /> 217 298760.62 1302804.91 157.04 REBAR W/ RED CAP O <br /> � <br /> 220 324090.27 1300376.79 405.21 PK NAIL W/WASHER � <br /> 221 '� 324305.90 1300178.66 399.43 PK NAIL W/WASHER � <br /> � <br /> 222 * 338048.33 1287790.42 565.79 PK NAIL W/WASHER <br /> 223 '� 338334.72 1287670.27 561.51 PK NAIL W/WASHER � <br /> 224 327771.13 1290791.99 491.25 PK NAIL W/WASHER Z <br /> 225 '� 327379.50 1291001.28 487.67 PK NAIL W/WASHER � <br /> 226 �k 293959.29 1301947.41 106.85 PK NAIL � ����� ���������� - ' � <br /> � ` <br /> �.�x:�` <br /> .����- �'//�/ T ��; <br /> 230 '� 313165.48 1300465.91 290.71 REBAR W/ RED CAP �'° ��T Z <br /> 6�i.:' 'C CES DATE ¢ <br /> � � . ���- <br /> 231 * 312701.54 1300599.52 285.47 PK NAIL W/WASHER ' -;,��, ,.,�E -- EROSION pueuc w0�2�s � <br /> 232 �k 307750.67 1302060.50 286.68 PK NAIL DEPARTi�IrNT �, <br /> ' v::;�re�t � <br /> � 233 'k 302088.67 1302890.09 183.89 REBAR W� RED CAP a �usuc woR>cs PeRr�r ;r <br /> O i RfQISIRED VFl s3R. TO ST Tt-�G . � <br /> 1 5::�:°3�12 ANY CO�s`T "'T"i�t- �! l��: <br /> l� - PitOIECT. A� .n"�t FCa TriIS � <br /> � 234 �` 302386.43 1302823.32 194.03 PK NAIL W/WASHER _ �»�U'E`Y TS COQ3�,i,:cr�<;� PER w <br /> U i/ <br /> TR6�F�iLI: . tUitk'.NT 7 ( 5iRf� ARG1S E.tiID <br /> �. F}::'!'.;�.5�.=LI..=/�UAIS.IESS z <br /> � = i F_iR CU�a.S:RUCTiON H1LS <br /> � 235 �k 298157.92 1302784.47 150.37 PK NAIL cm.�,•� �v�:s; ��= h ,s_stl' ,� � _I <br /> a <br /> z 236 '� 294640.85 1301684.91 120.24 PK NAIL W/WASHER s o� W w� <br /> o � <br /> '� 237 * 294282.02 1301529.04 122.17 PK NAIL � � O(' <br /> J � <br /> 325 312890.15 1300638.01 287.56 PK NAIL W/WASHER y� � z z <br /> � 902 �k 3Q7400.00 1302237.25 289.81 PK NAIL � <br /> ,�; CONSTRUCTION GRIDLINE SEE <br /> �'+ Z p� <br /> o SHEETS C1.01 TO C1.33 FOR � W �U <br /> HORIZONTAL CONTROL O� W �� <br /> � �` SURVEY CONTROL POINT LOCATED OUTSIDE QF PLAN VIEW � z� <br /> � <br /> 3 <br /> � � � �� <br /> � � UZ <br /> � O <br /> N � <br /> M <br /> / <br /> O � <br /> o •� ;U <br /> i 0 � � <br /> � - - - --�-- - � V �z <br /> � <br /> �� �0+20.0 �o+oo.o s+80.o t�Q <br /> Q <br /> � <br /> Y . , <br /> s <br /> a <br /> C <br /> �L <br /> C � �� �I���{�'j��•ii�lli i'j <br /> C <br /> �1 FACE OF CURB HanmiGlobaf Partner <br /> NOTES <br /> � 1. STATIONING INCREASES IN THE DIRECTION OF BUS TRAVEL. QA LEADING EDGE QF PLATFORM 11241 Willows Road NE <br /> � <br /> Suite 200 <br /> � Redmond, �Yashington 98052 <br /> Phone: (425) 822-4446 <br /> � CONSTRUCTION GRIDLINE AND STATI4NING DETAIL FAX: (425) 827-9577 <br /> 0 <br /> N www.o a .com <br /> N 32130T <br /> T NOT TO SCALE Project No. <br /> 0 <br /> � <br /> .� . 03 <br /> � <br /> o Drawing No. <br /> � <br />