3003 W CASINO RD 777x STALLS 2016 SITE 45-YD Plans 2022-11-01

i STANDARD TRENCH SECTION EX PAVEMENT 6„ � $ 9 �o � SEE STD DWG 610 � 8�� I ( MIN � i i , LMTS OF TRENCH: . � . �� i � ' „ -�� .��' '�� \�� ; : . � � � i W = MAXIMUM WIDTH OF TRENCH. FOR PIPES 15 OR LESS IN �/i�//�/�� /��/��/��/�/��/��/��/�j/� � �� DIAMETER W = 40". FOR PIPES 18" OR GREATER W= 1 1�2 \j�Aj� � �A��A��i� �� ,�� W» �i� ALTERNATE SLOPING x I.D. + 18 . PIPE MUST BE CENTERED IN TRENCH. �\��/�� /��\�� i /�� TRENCH WALL �i�//� �/� � � ';�//��//�,� i i ,� BEDD NG AND FOUNDATION MATERIA�S: �` V�� \/\/\ UPPER LIMIT OF \/��\/��\/� � PIPE ZONE PIPE BEDDING MATERIAL SHALL BE CRUSHED SURFACING BASED 2 � � ��% 2 i��%� COURSE CONFORMING TO SECTION 9-03.9(3) OF THE � �� /��\��\ STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL �\�% 6 /�\/ ��/�� CONSTRUCTION WSDOT/ APWA. \ \ CRUSHED SURFACING �\� �2�� BASE COURSE OPTIONAL PIPE BEDDING (TO SPRING—LINE) FOR PIPE 15" DIA �\/� AND LARGER: PEA GRAVEL OR 3/4" CLEAN ROCK CHIPS AS �� APPROVED IN ADVANCE BY ENGINEER. 8 /� OVER EXCAVATION AND PLACEMENT OF FOUNDATION MATERIAL, IF REQUIRED SHALL BE FOUNDATION MATERIAL CLASS A OR B O.D. CONFORMING TO SECTION 9-03.17 OF THE STANDARD 3 SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL OPTIONAL PIPE BEDDING CONSTRUCTION WSDOT/APWA. SEE NOTE BELOW PIPE ZONE SEE 6�� PROCEDURE FOR COMPACTION: STD DWG 611 %; PROVIDE UNIFORM SUPPORT UNDER PIPE BARREL. �j � LOWER LIMIT OF COMPACT BEDDING MATERIAL TO 90� MAXIMUM DENSITY �\� /�� PIPE ZONE EXCEPT DIRECTLY OVER PIPE, HAND TAMP ONLY. /�� 4 , �� HAND TAMP UNDER PIPE HAUNCHES FOR ALL BEDDING �� � ��/V�/��%�j�� MATERIALS. ��/�/�,// OVER EXCAVATE AND PLACE \ �� FOUNDATION MATERIAL CLASS A, B FOR ADDITIONAL COMPACTION INFORMATION SEE STANDARD DWG W (SEE NOTE 1) OR AS APPROVED BY THE ENGINEER 615. WHEN SPECIFIED. A C ITY 0 F E�ER ETT STD DWG 61 1 NOTES: E D I �l G FO R P E � E H ES � � . W= MAXIMUM WIDTH OF TRENCH. FOR PIPES 15" OR LESS IN DIA W/ 7. SEE CITY OF EVERETT STANDARD DWG 316 FOR PAVEMENT PATCH SCALE: NOT TO SCALE C3-01 & C3-02 40". FOR PIPES 18" OR GREATER W=-1 .5 x I.D. + 18" OR GREATER DETAILS � W= 1 .5xI.D. + 18", PIPE MUST BE CENTERED IN TRENCH. 8. VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S.H.A. 2. ALTERNATE SLOPING TRENCH WALL TO MEET O.S.H.A. REQUIREMENTS REGULATIONS. (NO SLOPES STEEPER THAN 1 :1 EXCEPT FOR ROCK). 9. SUBGRADE OR GROUND SURFACE IN NON—PAVED AREAS. 3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL BORROW AS DIRECTED. COMPACT TO 90� MAXIMUM DENSITY. 10. EXCAVATED NATIVE MATERIAL OR STOCKPILED BACKFILL MATERIAL. 3' MIN MIN. 95� COMPACTION 4. FOUNDATION GRAVEL IF REQUIRED BY THE ENGINEER TO REPLACE 11 . FOR ALL TRENCHING TRANSVERSE TO THE ROADWAY BACKFILL ABOVE UNSUITABLE MATERIAL. SHALL BE FOUNDATION MATERIAL CLASS A, B THE PIPE ZONE SHALL BE CONTROLLED DENSITY FILL. SEE SECTION NOTES: OR AS APPROVED BY THE ENGINEER. 3-9.6 8c 3-20.1 OF THESE STANDARDS 1 . ALL BACKFILL MATERIAL SHALL BE PLACED IN LIF-fS NOT 5. FOR ADDITIONAL COMPACTION INFORMATION SEE STANDARD DWG 615. 12. FOR UTILITY CUTS SUCH AS GAS, TELEPHONE, POWER, AND CABLE N. TO EXCEED 12 INCHES BEFORE COMPACTION UNLESS LONGITUDINAL TO THE ROADWAY, BACKFILL SHALL BE CONTROLLED BACKFILL AUTHORIZED BY THE ENGINEER DUE TO THE CHARACTER 6. IF DIRECTED BY THE ENGINEER THE TOP THREE TO FIVE FEET OF DENSITY FILL. SEE SECTION 3-9.5 OF THESE STANDARDS. SEE STD DWG 610 OF THE MATERIAL AND THE COMPACTING EQUIPMENT. BACKFILL SHALL BE IMPORTED GRAVEL BORROW OR SUITABLE NATIVE MATERIAL COMPACTED TO 95% MAXIMUM DENSITY. 2. MECHANICAL COMPACTION OF BACK FILL MATERIAL SHALL NOT BEGIN UNTIL THE DEPTH OF THE COMPACTED MIN. 90� COMPACTION BACKFILL MATERIAL IS 2 FEET ABOVE THE TOP OF THE PIPE. A C TY 0 F E�ER ETT STD DWG 610 3 REQUIRED DENSITYBPR OER TONIPLAC NGOSUB EQ�UEN�T IFTS I CA� R EI V H S E TI � OF BACKFILL MATERIAL. SCALE: NOT TO SCALE C3-01 & C3-02 � 4. COMPACTION TESTS SHALL BE AS REQUIRED BY THE CITY ENGINEER, BUT IN NO CASE LESS THAN 2 TESTS EVERY 12" MIN , 200 FEET OF TRENCH (ONE AT SUBGRADE AND ONE AT MIN. 90� COMPACTION 50� OF TRENCH DEPTH). 5. IN PLACE DENSITY AND MOISTURE CONTENT WILL BE PIPE ZONE DETERMINED USING NUCLEAR METHOD, ASTM 2922-71 . SEE STD DWG 611 6. LABORATORY MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT WILL BE DETERMINED USING THE MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6" TO 12" TYP OFFMAN MIN. 90� COMPACTION FOUNDATION MATERIAL N G I N E E R S AS REQUIRED SEE STD DWG 611 1601 Fifth Avenue,Suite 900�Seattle,WA 98101 ph 206.623.0717�fau 206.624.3775 coffman.com LASTING creativiry�results�relationships A C TY 0 F E�ER ETT STD DWG 615 i �A� RE� H �o P � � ISSUED FOR PERMIT SCALE: NOT TO SCALE C3-01 & C3-02 � c SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE � � L. ACCEPTABILITY N. DAVIS 02.28.13 ORIG NEW FLIGHTLINE WATER LINE DESIGN EVE-1019 DCG ED ED 02.28.13 '��oF WAshj THIS DESIGN AND/OR CHECKED UTILITY TRENCH BACKFILL DETAILS A W4535737 A 12.13.16 \ / y �4' - SPECIFICATION IS APPROVED E. DAVIDO 02.28.13 SHEET a A FLIGHTLINE 777X STALL MODIFICATIONS — PHASE 1 W4535737W CEI AH 12.13.16 BOE,�� N �� . NGINE R TITLE FLIGHTLINE 777X STALL MODIFICATIONS — PHASE 1 � Q' � ;�" � APPROVED BY DEPT. DATE DCG 02.28.13 C 5 71 0 3 c CHECKED E. DAVIDO o2.28.,3 SITE 45—YD � ��54��R�� APPROVED JOB N0. EVE—�O�9 COMP N0. � ��sS�oNALE�`�� APPROVED CIVIL MASTER EVERETT, Wq °wc rvo. 45—YD—0571 -03 ��n�a �