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Home My WebLink AboutWTR2703214.31H. 1 r TOP BRACE RAIL 8'-0" 6 GAGE WIRE CLIPS, @ 14" l` 2%" LINE POST @ 10' O.C. MAX ;AUGE GALVANIZED BARBS 4-POINT PATTERN, @ 5", RES, "V" SHAPE. 2Y8" END POST C 10' MAX. POST HOLE CONCRETE: MIN. DEPTH — 36" GENERAL FENCE DETAILS MIN. DIA. - 12" " A - EMBED POST FULLY - 2 4" SCHED. 40 GUIDE POST CHAIN LINK FABRIC AS PER SPECIFICATIONS \ I SCHED. 40 AME - TOP, BOTTOM, SIDES PAD MOUNTED SLIDE _SATE OPERATOR, SEE NOTE V-GROOVE TRACK WITH REBAR TRUSS EMBEDDED INTO CONCRETE CONCRETE PAD FOR V-GROVE TRACK. GRADE SITE AS NECESSARY TO PROVIDE FLAT AND LEVEL SURFACE FOR FENCE TO OPERATE ON. 20' G. 4" SCHEDULE 40 STRIKE POST 1 SCHED. 40 PIPE INTERNAL SUPPORTS, TYP 4" V-GROOVE WHEEL, LOCATE AT 20% OF OPENING WIDTH, BOTH SIDES VEHICLE ACCESS GATE DETAIL NOT TO S�,ALE 2" O.D. LINE POST MAX. @ 10' O.C. 2" O.D. TOP RAIL STRAPS, @ 14" /2j" O.D. END POST 3'-6" 0.1 11 GAUGE TIE WIRE AT CORE WIRE BOTTOM OF FABRIC FENCE 6 10'-0" MAX. - TOP AND BOTTOM HINGES SHALL SWING 180' PERSONNEL GATE WHERE SHOWN ON PLANS, MIN 2" O.D. PIPE K A C POND FENCE DETAIL C11 C12 " N.T.S. REVISED ADDEND0%l ISSUED F - CONSTRUCTION I ;ti LOCKING CATCH, PROVIDE OWNER STANDARD PADLOCK D U9 BTE 110/09/07 GENERAL FENCE NOTES: 1. PROVIDE ALL NECESSARY TRUSS RODS AND INTEPMEDIATE RAILS FOR THE FENCE AND Gt, AS REQUIRED PER 2006 WSDOT JiCAL SPECIFICATIONS SECTION 8-12 '-ETHER SHOWN OR NOT IN THESE DETAILS. rENCE AND GATE SHALL BE CONSTRUCTED TO TYPE 1 STANDARD. PENTON STANDARD PLAN L003 FOR 3' _�ESTRIAN GATE. MATCH GATE HEIGHT WITH 8' FENCE AND INCLUDE F ?B WIRE. VEHICLE ACCESS GATE NOTES: 1. PROVIDE AND INSTALL AN AUTOMATIC LOCKING SLIDE GATE, CONSTRUCTED OF CHAIN LINK FENCING WITH BARBED WIRE TOP TO MATCH PROPOSED SITE FENCING. 2. OPERATOR/MOTOR SHALL OPERATE ON 110V SINGLE PHASE POWER AND BE EQUAL TO HY—SECURITY BRAND 222—SS HYDRAULIC SLIDE GATE OPERATOR WITH 1/2 HP MOTOR. ROUTE POWER CONDUIT FROM FACILITY TO GATES USING SEPARATE CIRCUIT BREAKER WITHIN FACILITY SIZED FOR POWER LOAD REQU' BENTS. 3. OPERATOR SHALL BE jCLOSED IN AN OUTDOOR RATED ENCLOSURE AND PAD M' ''1TED. PROVIDE CONCRETE PAD AS REQUIRED BY THE M UFACTURER. LOCATE ON SECURED SIDE OF FENCE. 4. PROVIDE KEYPAD IN OUTDOOR RATED STA =!ESS STEEL ENCLOSURE WITH PROGRAMMAR, " ?ND LIGHTED DISPLAY MOUNTED ON PEDESTAL PEP uET AIL THIS SHEET. 5. PROVIDE EMERGENCY ACCESS KEY BOX IN OUTDOOR RATED ENCLOSURE EQUAL TO KNOX-BOX 3200 SERIES, LIFT-OFF DOOR MODEL, WITH SURFACE MOUNT. MOUNT BOX TO SITE FENCE AT 5.0' ABOVE FINI-c"D GRADE. BOX TO BE APPROX 10' SOUTH OF GATE, ON -ST SIDE OF DRIVEWAY FENCING. BOX SHALL BE MOl . ED ON THE OUTER SIDE OF FENCE. SEE DWG C07. 6. INSTALL PHOTO EYE SENSORS ON GATE POSTS AND CONNECT TO GATE OPERATOR. 7. INSTALL ALL COMPONENTS PER MANUFACTURER'S RECOMMENDATIONS. SYSTEM INTEGRATION SHALL BE EQUAL TO THAT PROVIDED By AUTOMATED GATES AND EQUIPMENT, SEATTLE A, POST 1) EN[ STS MINIMUM DEPTH = 30" MINIMUM DIAMETER = 6" EI:1' _D POST FULLY -2" LUl, POSTS M � 1 �,IUM DEPTH = 24" MINIMUM DIAMETER = 6" EMBED POST FULLY -2" 2. FENCE HEIGHT IS MEASURED FROM THE TOP OF FINISHED GRADE. 3. ADJUST FENCE POST LOCATIONS TO AVOID CONFLICT WITH UTILITIES. MINIMUM 2' CLEARANCE. 4. AS MSE WALL IS CONSTRUCTED PLACE SONOTUBE AT POST LOCATION. CUT GEO-GRID NEATLY AT CONFLICT POINT WITH SONOTUBE. W 321419 REVISED TO CONFORM STR7iIO FCORDS `09 JGINEERIN6 INC. DATE "x4"x.12" STEEL TUBE 8"x8"x%" STEEL SASE PLATE WITH (4) Y" J—BOLTS, DOUBLE NUT. CONCRETE FOOTING TYPE II BOLLARD, (TYP. OF TWO), PER RENTON STANDARD DETAIL H019. PAINT SAFETY YELLOW tY KEYPAD, PER ;IFICATIONS E PLATE COVET ,E, Y8" STEEL TE, MADE TO FIT --� 1-77- ENTRY KEYPAD PEDESTAL DETAIL NOT TO SCALE ' NL 1 _ ;CH . LVE SHALL BE PROVIDED WITH AN ADJUSTABLE CAST IRON VALVE BOX OF 5" INSIDE DIAMETER. VALVE BOXES SHALL HAVE A TOP SECTION WITH AND 18" MINIMUM LENGTH. THE VALVE BOX SHALL BE RICH NO. 940 OR APPROVED EQUAL. ;VALVE BOX EARS SHALL BE PLACE j IN LINE WITH THE PIPE IT SERVES. 2. 15" MINIMUM, 36" MAXIMUM FOR _IPERATOR NUT. EXTENSION SHALL L INSTALLED WHEN OPERATOR DEPTH EXCEEDS 36". VALVE BOX AND LID FLUSH 3000 P.S.I. CON( COLLAR (8" THICK WITH WIRE FABRIi VALVE BOX CENTERS OVER OPERATING NU VALVE EMBEDDED LETTERING (MIN 2" HEIGHT, YZ" DEEP) IN CONCRETE, LABEL "TANK DRAIN", "DRAIN PUMP", "FILL" AND "DRAW". FINISHED GRADE U) w Elf A VALVE MARKER DETAIL C05au� 50 SCALE MIN. 6 INCHES CRUSHED SURFACING BASE COURSE, IN CONFORMANCE WITH WSDOT -03.9(3), COMPACTED TO 95% OF M� '.IUM DRY DENSITY AS DET "^ 3;,_D BY ASTM D698 iANDARD PROCTOR) SELECT BACKFILL OR NATIVE MATERIAL SUBJECT NCHES HOT TO ENGINEER APPROVAL, PROOF ROLLED TO A MIX ASPHALT � FIRM AND UNYIELDING CONDITION, WITH A 10-TON VIBRATORY ROLLER OR OTHER METHOD APPROVED BY THE ENGINEER. AREAS THAT ARF SOFT, LOOSE, OR YIELDING SHALL BE COMPACTED TO MEET THESE SPECIFICATIONS OR REMOVED AND REPLACED. IF BACKFILL IS SELECT BACKFILL OR NATIVE MATERIAL SUBJECT TO ENGINEER APPROVAL, COMPACTED TO 95% OF MAXIMUM AY, ACCESS ROAD, OR DRY DENSITY PER ASTM D1557 (STANDARD PROCTOR) IN LANDSCAPING PER PLAN ;'� 6" LIFTS LIFTS PER DOT STANDARD 2-09.3(1)E IN 1 j TRAVELED AREAS AND 90% IN UNTRAVELED AREAS, EMBANKMENTS AND DITCHES APPROVED BEDDING GRAVEL COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 (STANDARD PROCTOR). ROCKS SHALL N NOT BE MORE THAN 1" IN LARGEST DIMENSION STORM WATER VARIES 48" MIN. p PIPE 0 6" MIN. +r MINIMUM DEPTH OF BEDDING COMPACT AROUND AND UNDER MAIN UNDER ANY PORTION OF PIPE: TO SPRINGLINE USING A MECHANICAL 0" FOR STABLE SOIL HAND COMPACTOR. HOE PACK MAY 6" FOR ROCK EXCAVATION BE USED ABOVE SPRINGLINE. 12" FOR CLAY, PEAT, OR OTHER UNSUITABLE MATERIAL PROVIDE FOUNDATION 12" GRAVEL IF REQUIRED. MAX. PIPE OD + 18" MIN PIPE OD + 24" MAX. * ANY ROCK OR GRANULAR MATERIAL OVER 3" DIAMETER e� ,r N �S: 1 ALL TRENCHING TO BE DONE IN ACCORDANCE XT __ =t' -�� STANDARDS. I `-ELECT BACKFILL OR NATIVE MATERIAL SUBJECT j-- 3' SQUARE TO ENGINEER APPROVAL, COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 ° (STANDARD PROCTOR) IN 6" LIFTS LIFTS PER DOT STANDARD 2-09.3(1)E IN TRAVELED AREAS AND 90% IN UNTRAVELED AREAS, EMBANKMENTS AND DITCHES pis e ° > 93 o ° PLAN z 9ll � 1 �r j C14 6" I COVER OVER HIGHEST CONDUIT IN TRENCH REQUIRED IT SHALL BE SELECT CLASS B GRAVEL BACKFILL IN CONFORMANCE WITH fWSDOT 9-03.12(1)B, COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 (STANDARD PROCTOR), PROCEDURE B OR C. LIFT THICKNESS 8". PROOF ROLLING THEN BE PERFORMED TO VERIFY COlvir-ACTION AND STABILIZATION WITH VISUAL INSPECTION OF PROOF ROLL BY A GEOTECHNICAL ENGINEER OR ENGINEERING GEOLOGIST. EXISTING NATIVE SOIL QUARRY SPALLS REMAINING FROM CONSTRUCTION ENTRANCE TRENCH DETAIL NOi TO SCALE RED ELECTRICAL WARNING TAPE CENTERED OVER EACH CONDUIT IN TRENCH (TYP) FINISH SURFACE PER PLAN cl y={#� U_W W �I I V 3 1-- 00 M - z Z�o a_ SAND BEDDING MATERIAL PER MINIMUM DEPTH BELOW BOTTOM WSDOT SPECIFICATION 9-03.13 OF DEEPEST CONDUIT It,, ALLED 3" Ih, ^ICH ELECTRICAL CONDUIT NUMBER AND SIZE -- - - — - VARY AS PER SITE PLAN. MAINTAIN 12" SPACING BETWEEN INSTRUMENTATION CONDUITS AND POWER OR CONTROL CONDUITS. TYPICAL ELECTRICAL TRENCH DETAIL NOTE: BURY" DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION, L 6 INCHES CRUSr-l-li SURFACING BASE COURSE COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM 4 INCHES HOT MIX D1557 (STANDARD PROCTOR) ASPHALT FILL PER DWG NO. S02 SURFACE PER PLAN - , J'IOIR RING WALL MIN. = 4" MAX. = 6" RESERVOIR FOOTING RESERVOIR ACCESS ROAD DETAIL NOT TO SCALE j RESERVOIR SHELL 1U/L1 �r01JAL �� SIGNED. 06.129107 SIGNED: 06129107 001"- 1 ,- ..11111M (n t Uj { l�1 Q Uj O CL O FLOOR PLATE. RH2 ENGINEERING. INC. f nttp: //www.rh2com mai(box@rh2.com 1.800.720.8052 BEO°.E.INGHAM OFFICE iERVOIR 360.676.0836 WALL 454 West Horton Road I30THEL.L OFFICE 425, 951, 5400 2100 NE 195th Street, Suite 100 ;AST WENATCHEE OFFICE 509.886.2900 300 Simon Street, Suite 5 PORT ORCHARD OFFICE 360.8 76.7960 300 Kitsop Street, Suite 101 SCALE: SH' DRAWING IS NOT TO SGALI UOT 2" PLC- DWG NO. - C08 RE ` $ ` ' oa - 14, FOUNDATION PER DWG N0. S02 _ __ 13 REN �c 105-01 FILENAME HAZEN-D-CIV09 14 11'7