3003 W CASINO RD 2017 BLDG 40-02 Plans 2022-11-23

MATCHLINE - SEE DWG 45-YD-C150-08 - - - -�- � -- - �.�.�- �- - - - -- -- -- -- -- � � � � (�(-�� / LEG EN D � { 4� op� � � I o f � � INDICATES PANEL TO BE REPLACED o ! � I I � o � • � � � � � � I � '�O ELEVATION AT CORNER OF PANEL �� ,. � .a � � � LIMITS OF P.C.C. PAVEMENT WORK I � * P.C.C. = PORTLAND CEMENT CONCRETE I � I � a I � � � � � / I f 0 � ( � � / � � I I � o � � � � � o / � � r� ' �� o ° � � " o �' `� �` �` �` �` 114 � � � G E N E RAL �I OTES I x x x x / � FIRE � mm � � (+ � I �I � � 1 REMAIN,T INCLUDI G I BUTSNOTALIMIT DTTOESTR PING, � � / VALVE BOXES, FIRE HYDRANTS AND SPRAY NOZZLES, II � o HAND HOLES, LIGHT POLES, MANHOLES/INLEfS, � i UTILITY BOXES, TIE DOWNS, AND EQUIPMENT PRIOR I � o � TO WORK. II � II � 2. CONTRACTOR SHALL RAISE ALL SURFACE FEATURES � o o (EG. MANHOLES, VAULTS, CLEANOUTS, ETC.} TO NEW II � � � PAVEMENT GRADES. � II � � ° i 3. EXISTING UNDERGROUND UTILITY FEATURES SHOWN � � � ON PLANS AND PROFILES ARE BASED ON SURVEY II DATA, GPR SURVEY, AND RECORD DRAWINGS AND I� � � / ARE THE BEST AVAILABLE INFORMATION AT THE TIME � OF PLANS PRODUCTION. THE CONTRACTOR SHALL � o � FIELD LOCATE ALL UTILITIES PRIOR TO THE START OF � 45-291 4� 8 � � DEMOLITION WORK. � � � o � � � � �� c� 4. SEE SHEET C2 FOR GENERAL NOTES. , II � � � / �o � ��0� 5h61 � � ` �U � �ar �. I� �� 1 556� y56� �j � r- � CO �ISTRUCTION NOTES y � .� � Q ti �5�� y6� �6a �69i � �° ��6� � � � 1 MATCH GRADE AT EXISTING CONCREfE PANELS ` R � � � 9 9 9�`96 � O .. °�� '96 � 9 r"' I I � � W W � t�S�O yS�O 5 56 5� y'ge"`.�'"z,,.'" 6rq' �66' ��r°' 1 W c�`'n � �1 o yy � •. ' ��$ � � � � � I� I I II — � � � Z � '��9 G92 � � � � ¢, Z g _' A J �� _ U �. �'E'_ �d �� 'Q �P '� I �. � � g ��.. �. � I ( � ❑�� ❑❑ $ � 0�❑ 0� � ��0 �14 �i � � .- - e � _. .� � - - ` � , z• ,�+c ,y � � / � �f / N 2525. ( I E 6173. 7 X f � I I � � x ' � 113 � � , � � ' 1 00 01 45-767 � � , ! 02 � . "03 � . 04 J � � 05 ^. � l � a _ � I � � — — — — ` — — ��-900 / � 06 � O7�- 08 09 f o . � e �_� � � ❑ 10 m 11 � 12 13 14 / / m D ( ( � j I 15 �a 16 17 18 /19 A � / �o, �65� �y ��6c�`L a � -�- 20 � 21 � 22 � 23 24� 25 � �, / � 1 ' y`'6� `'`'6� ��6� `'`'6� � � � 26, 27 � 28 � � • -� s �6� ��6`.Z �rp`.Z y�`.L N o � I o �.c� s � zs� �o� . � �6p �6,� ��6,� � � � _ ; � � � � - - - - � 1 / - -- - -- -- -- -- -- -- -- -- - -- K EY P LAN � I MATCHLINE - SEE DWG 45-YD-C150-17 Q�'�AN I v 90% SU BM ITTAL SCALE: NONE N G I N E E R S 40 20 0 20 40 80 : P A R T I A L P LA N 1601 Fifth Avenue,Suite 900�Seattie WA 98101 I S S U E D F 0 R P E R M I T a SCALE. I �� _ `t0� � ph 208.623.0717�fax 206_624.3775 � coffman.com /��} � LEiSTING crea�ivily�resups�relalionships SCALE. � .TV r DRAWN DATE SUBTITLE CURRENT REVISION SYM80L DATE r SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 0�1 L. ACCEPTABILITY J. PEARSON W4535737 A O�J.O�.�7 � �� o� WAS�i� THIS DESIGN AND/OR G RAD I N G P LAN � — NEDC — RECORD DRAWINGS 11347705 DLR GRP 10.25.13 'y �w . -, SPECIFICATION IS APPROVED sHE�r ; A 777X STALL MODIFICATIONS — PHASE 2 W4535737 CEI AH 05.09.17 ,�� ;� APPROVED BY DEPT. DATE TITLE 777X STALL MODIFICATIONS - PHASE 2 u 8OE CHECKED C 15 0 12 � � w SITE 45 YD � 45458 � APPROVED � JOB N0. COMP N0. � �, �GISTER� �' - `�s�lorraL�� APP�OVED CIVIL MASTER EVERETT, WA �w� �o. 45-YD-C150-12 5/9/2017 (PAPFR SPACFI SFF• 45-Y�-C15(l�WG