3003 W CASINO RD 2018 BLDG 40-02 Plans 2022-11-23

„ RETRI EVAL DRAINAGE GRATE 5 MIN SYSTEM DRAINAGE GRATE SAWCUT EXISTING ASPHALT TRIM RECTANGULAR CONC PAVEMENT. APPLY LIQUID NEW ASPNALT (WSDOT HMA CLASS 1/2”) � GRATE FRAME GRATE SHOWN ASPHALT & SAND SEALANT TO 2" MAXIMUM LIFT THICKNESS SURFACE OF JOINT MATCH EXIST. GRADE ^�_� � NEW CRUSHED SURFACING BASE COURSE SEDIMENT � � 12" MIN PAVEMENT PER DEfAIL WO OT LEASTS95% OF�MAX3DRY�D NASITY OVERFLOW TACK COAT FACE OF C512-2 AND DEBRIS BYPASS CUT AND EACH COURSE OVERLAP �-� (ASTM D1557) BELOW INLET GRATE GENERA� NOTES .-. DEVICE OVERFLOW EXISTING ASPHALT PAVEMENT "' � BYPASS `� ' ��P�� OO O OO OO OO O 1. SEE SHEET C2A FOR RELATED PROJECT NOTES. FILWATER O O O � z �0�00� DoO�0�00�0�00�0�00�o�0 2 REFER TO STRUCTURAL DRAWINGS 40-YD-(S504-1 TO EXISTING AGGREGATE BASE OO� � 0�o0�o�a � oo�o�oo�o�oo�o�oo�o�oo�o�oo� �S504-4) FOR CAST-IN-PLACE UTILIDOR DEtAILS. — �oo O �o0 0 �o0 0 �oo O �oo O �oo . � �� �/�/�/�/�/�/�/�/�/�/i�/i�/� 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE �/��\��' ��\�,, �/��` ��' ` ` � STORM WATER STRUCTURE IT WILL SERVICE. �/�� EXISTING UNDISTURBED SUBGRADE OR 2. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF NEW AGGREGATE BASE NEW STRUCTURAL FILL, COMPACT UPPER 12" C 0 N STR U CT 0 N N OTES SYSTEM (OVERFLOW BYPASS). TO MATCH EXISTING BASE TO AT LEAST 95� OF MAX DRY DENSITY 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE (ASTM D1557) BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. NOTE: � 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD CONTRACTOR TO VERIFY EXISTING PAVING SECTION AND MATCH IF GREATER THAN SHOWN. � FOLLOW WASHINGTON ADMINISTRATIVE CODE 296-155 SAFETY SPECIFICATION WSDOT 8-01.3(15). STANDARD FOR CONSTRUCTION WORK FOR SHORING, TRENCHING, AND EXCAVATION. 2� USE CDF AS BACKFILL MATERIAL ONLY AS APPROVED BY BOEING CONSTRUCTION MANAGER. USE IN AREAS WHERE REQUIRED MATERIAL COMPACTION CANNOT BE ACHIEVED. FOLLOW WSDOT STANDARD SPECIFICATIONS SECTION 2-09.3(1)E. CDF SHALL BE C B N �ET P R OTECT 0 �l TYP E 1 �� TYP I CA� T E — I NTO EX . AS P HA�T � AS P HA�T PA�E M E f�T D ETAI � (� DESIGNED TO HAVE A MINIMUM 28-DAY STRENGTH OF 50 PSI SCALE: NOT T0 SCALE C512-2 SCALE: N.T.S. C512-2 SCALE: NOT TO SCALE C512-2 AND A MAXIMUM 28-DAY STRENGTH NOT TO EXCEED 300 PSI. �� THE CDF CONSISTENCY SHALL BE FLOWABLE (APPROXIMATE SLUMP 3 TO 10 INCHES). , � UTILIDOR � UTILIDOR JOINT SEALANT � ASPHALT PAVEMENT � PER � ° � — � 3 0 0 0 0 0 0 0 0 �o 0 0 0 0 0 o a o 0 0 � o 0 0 0 0 0 0 0 0 0 �o 0 � C5��2 �o a�o a oo a � a o a C� a o EXTEND %a"� THREADED a 10' MIN 3 „ '�� a a ��a�� BACKFILL - GRAVEL 10' MIN ROD TO NEAREST PIPE � - o 0 0 0 0 0 � � o 0 0 0 0 0 0-- �4� � � � a BOROW WSDOT JOINT (10'-0" MIN) ��--� a �� THREADED RODS i 9-03.14(1) OR CDF 0 0 0 o �o�j o 0 0 0 0 0 o g a � a O a c� o C�� ° a � w 2 ° cn � O � O � - - - - ---�_. - - -_ ¢ w ° �� C7., � � ° � �_ � > 3' � a �� _ �,�o ��; �� _ 6" PIPE BEDDING PER WSDOT � ° ° ° a �� I I � `D z ��j�a��o�� I a 9-03.14(3). COMPACTED TO AT o . a /�' a a \ - � � o � o a o / I�\\ � LEAST 95% OF MAX DENSITY. � n �i��l � ��'`a°� °�'� ° � a �p�.� ° � ° a � � 4 �7 a N da �\��/ a d a — — — — � a I� \��/� � N � o � �`.�P d� � ° ��.�� 4 a � 6'X6'X6' (216 CF) GRAVITY �� \� \�� Q i ` � o a d ° ° � i a ° a a a � a THRUST BLOCK, 3000 PSI ��P z Q -� ° a ° a a a ° a a a CONCREIE QP � w P I P E, C O N D U I T O R D U C T B A N K. a a a ��' - cn NOTIFY ENGINEER OF FIELD � 3 cD -� i v�a � CONDITION TO DETERMINE ° ° a � i a � a a a � � 2 �o� �o�' � ° � � °oa a %4"� EPDXY COATED " ° a \ UNDISTURBED SUBGRADE �� O� MAX MIN. SLOPE 6 PIPE BEDDING a a a �� a SHACKLE RODS PER WSDOT � a � a w -�'�°� °�' BACKFILL - GRAVEL BORROW �/� ° a � a a � ' � J � � WSDOT 9-03.14(1) OR CDF /�\� � 4 a �j 9-03.14(3). �\/ a a ° a � \ I �`' /��// a ° a ° 4 � �' LEAS T95% OF� MAX /�� ° � . a ° /�\�i �/\ �- 7 --- , � _>�� PIPE BEDDING PER WSDOT �j�j a a /�� DENSITY. � //\\ �� 9-03.12(3), COMPACTED TO AT �j��j�� '��/��/�� /��/��/� ��%��- ��/ ��/� LEAST 95% OF MAX DENSITY UNDISTURBED SUBGRADE ' UT �ITY R E R 0 UTE S ECT 0 f� � FI R E MAI N �E RTI CA� 0 FFS ET D ETAI � � SCALE: NOT TO SCALE C512-2 SCALE: NOT TO SCALE C512-2 � � CONCRETE DOME FILL PIPE WITH BOLT-LOCKING CAST IRON SCREW PLUG CONCREfE MIN. 2500 PSI RING & COVER OPENING DIAMETER 14" OR GREATER. 6" PVC H-20 RATED IN PAVED AREAS PAVEMENT OR DRAIN FINISHED GROUND `� 6" SCH. 40 STEEL PIPE � '�' PAINT TRAFFIC YELLOW 3/4" HIGH DOME ` - FINISHED GRADE � �� SANITARY SEWER MAIN �i `��;X, —�y / � "INSERTA TEE" OR CONCRETE � � APPROVED EQUIVELENT a � - � �° RISER ENCASEMENT �� // � �� , �� CORE EXISTING PIPE \�� & MAKE WATERTIGHT � � a I ( �a � �� . � CONNECTION �� CONCRETE BASE � � ' � _ � � � / MIN. 2500 PSI ��i � � �� a �j C� 28 DAYS � �� I I � � SAN ITARY �'��'� � � � �� STORM DRAIN ,�� ; � � / � � �,E �� ,�� COMPACTED BACKFILL i a a , �: ,,, PIPE COI� NECTION DETA �� '% //�//�/ � %�� SCALE: NONE C512-2 � 18" DIA. � FILL VOID '��' � � � � � � �� . �� IF LINE DEAD ENDS, � INSTALL WATERTIGHT PLUG O■ ■ MAN N � , N E E R s ISSUE FOR CONSTRUCTION B0 ��A R D — E M B E D D E D � C L EA�l 0 U T D ETA I L 5 ,�o� �nd A�e��e,s�,te 400,seatt�e,WA s$�o, SCALE: NOT TO SCALE C512-2 SCALE: NONE ph206.623.0777�fax206.624.3775 03/23/2018 � C512-2 coffman.com �� LASTING creativity�results(relationships SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L. DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �o� ACCEPTABILITY M. BOSILKOV 03.23.18 COMPRESSED AIR UTILIDOR 1105681376 0 R I G 03.23.18 ORIG 40-41 COMPRESSED AIR DISTRIBUTION 1105681376 CEI AH 03.23.18 �'U~�`��. Wps�j SPECIFICATION NSAAPPROVED AH HAZEN 03.23.18 TITLE CIVIL SECTIONS AND DETAILS SHEET BOE,�� :�.� APPROVED BY DEPT. DATE A. HAZEN o3.23.18 40-41 COMPRESSED AIR DISTRIBUTION CHECKED C 512 2 S ITE 40—YD JOB N0. COMP No. � ,�� a�ass �a �w� APPRovEo 1 1 05681 376 GISTE� ��sS��NAL��GI APPROVED CIVIL MASTER EVERETT, Wq °wc No. 40—YQ—0512-2 � �zi^��n _ -- - ��_. _ _. _. . _ _ �,..� ...,: , ,�