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Home My WebLink AboutR-398110XREF-LIST Ltscale: 1 Resolved TTLBLK C796R500 S796B190 S796BY220 T796X370 C796NO31 0796R501 C796G450 C796R380 C796R900 LBMSEAL L796V701 Unresolved - junk C796T460 A 69+64.82, 57.87'LT A 66+56.35, 54.95'LT \ Id 20; TYPE- 1' -` V D GR�► --� - _ M 4 STA 69+86.72, 52.82 LT CONSTRUCTION NOTES STA 66+10.24, .41 LT 4 8 ROCK WALLi 1gTA PCC \ 4 PRC PRC 1 /� 8+1:07, 74.32'LT `' ... -. PRC 4 ,` �` R=18.00' " . STA 69+64.82, 49.87 LT STA 70+08.92, 47.78'LT 1 CONSTRUCT I ON CENTERL I NE. SEE ~>, 4 4 DRAWING 1.02 FOR DETAILS. J 1 0:00'........... PCC PT µ+-- - j i `, STA 70+13.67 47.80'LT 2 CONSTRUCT CEMENT CONCRETE 4 TRAFFIC CURB AND GUTTER PER p END, MATCH EXIST. STA 66+68.56, 56.69'LT , � � �.., ` � �� ... `� �� WSDOT STD PLAN F- I0. 12-02. S� \ PCC 4 4k RECONSTRUCT PAVEMENT PER TYPICAL SECT I ON, DRAW I NG 3.05. H `� . \ °� STA 70+ 13.75, 41.37LT (�D s}S+ ,,, ""'"p ,,,.» -^""" ..^"' ,,,.�:,,,.,� �„ �„ """"" •"'^" �,.,. ,...-- ---^ ''" .._.,.. ,- ,p _ e A--...._ �e D .e '.A e' e" p • e ' e; p A •-�,,,,„ �.�, - � \ ,, , , END, MATCH EXIST. 4 CONSTRUCT SIDEWALK PER TYP I CAL ~. .. D t t SECT I ON, DRAW I N G 3.05 ..,...-' / ,...• .,..••^.""` ,, ,,, �. ""' ,„.w ,."". w,� ^ ,,..„, .-•.^• ...... -....- --- _""'� �. '""" '"' � ',. -- g'` n ' . ��' D . '> -per•-,----*=�-^--=" .,�-_ p o. - .,. 1• , . # � � '� -,' O r^ r^ _ � ..--• """' ---^- --' e - a �� e a e.' _.._.d ' e�__..4. _' ''' � `�"":w_.._ e:_ Y e ,� ., a e•..: �. e' p ",*�,'� 1 '' 'C"�t � *Y._ � .� � i � 5 CONSTRUCT CURB RAMP TYPE PERPENDICULAR B PER WSDOT STD - `,,,.. .^.' � �� ,>•✓ d°'�' r «.r .,.-.,^"'" ..�� "...�,..,.-" ��t � .k cr r: ,. . _..,,. - F 40.15 0 1. .�--�~ .�- �' .- .�--.- ..,.. ,�,, .--� � ...� ..� r .�. ...- . .,� -- �`.�._--•__�•-...... j :...._� ° .�� .....�,�w._... SEE DRAWING 3.07 PLAN - ~" -" �" ✓ - �- '' ~ ° - "�` "" - - '` . �..a:• a `-- FOR LAYOUT. ° h 6 CONSTRUCT CUT THROUGH CURB RAMP �, �•- ..-`,,,.'�..• �-. �. °."�, e .--,,,,. �,. •- ,�,. •�' _ : s ��,.�-`- <�:,,h:��.--- , 8 ROCK WALC� 2 � . _ . '� DRAWING 3.07. �-• o .� �. r_ 4 g g e .p a e PER DETAIL D A ./'-',e'" �P, �. .r: ,, ....� $ .yw�.,.an''-\ ,,. '*..,, "_f _ p u 1 ~Ca"i 10. TYPE 1 - VANED, GRATE 2` CEI010 EXISt - TA 68+49.98 0.97 LT 7 , `t STA 67�01.63, 7.68'LT � � 9 14 �` WIDE. 20' � STA 69+64.8.5.1 41.37 LT -..STA 67+87.43, 42.05 LT -- �. C 100, EXISTING STA 66:'66,31, 55.40'LT a ` p 68+00 =�� 69+00 ° 8.59, 48.6 4. I �`� \---'"'--- ,+ A$� STA 66+13.71, 48.41'LT 4 - PCC ~- - �` `` , 4 PCC fig+76.84, 48.\12 LT el� �_ `` - ., 1 a , STA 66+56.66, 46.7X LT° R=61 1.96 �' `�� `� _ � � ~` NE PARK -� `~ � ��w •� � � � t .TYPE 1 VANED CRA STA47.30, 53.5 STA 66+03.47, 47.36'LT AP 4 ACCESS ROAD HORIZONTAL CONTROL POINTS ACCESS ROAD HORIZONTAL POINTS POINT STAT I ON/OFFSET POINT STAT I ON/OFFSET t w A 67+63.56, 77.12' LT E 68+42.43, 82.49' LT B 67+86.82, 77.22' LT F 68+49.90. 82.88' LT 140 135 130 125 CONSTRUCT CEMENT CONCRETE DR I VEWAY ENTRANCE TYPE 3 PER WSDOT STD PLAN F-80.10-02. RETAINING WALL SEE DRAWINGS 5.01 THROUGH 5.04 FOR DETAILS. g ADJUST EXISTING CATCH BASIN OR MANHOLE TO FINISHED GRADE. 1 ROTATE COVER/GRATE AS NECESSARY 70+00 1 1 l € TO ACCOMMODATE IMPROVEMENTS. REPLACE EXISTING GRATE WITH SOL I D LOCK I NG COVER. I CONSTRUCT CEMENT CONCRETE �l+� PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02. INSTALL CHAIN LINK FENCE PER ! I ; DETA I L ON DRAW I NG 5.03. Q PROTECT EXISTING UTILITY. CONNECT TO EXISTING DRAINAGE SYSTEM. INSTALL IRRIGATION SLEEVE, SEE © V6 u. $ IRRIGATION PLANS FOR DETAILS. I _ LEGEND PAVEMENT e p° SIDEWALK 140 STRUCTURAL EARTH WALL 4" COMPACTED DEPTH ........ :: CRUSHED SURFACING BASE ......: ::::::::: COURSE GENERAL NOTES I. ALL DIMENSIONS AND STATION OFFSET REFERENCES ARE TO FACE OF CURB UNLESS NOTED OTHERWISE.