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HomeMy WebLinkAboutS-3628062'x2'x2' GRAVEL DRAIN PAD 0 WRAPPED WITH FILTER FABRIC FOR ACCESS HATCH DRAIN, TYP OF 4. 12' OUTSIDE DIAMETER PRECAST CONCRETE WET WELL TOP FA UNI -HOIST SLEEVE / 3 EMBEDDED INTO TOP / OF WET WELL, FINAL LOCATION BY CITY WET WELL CE — INFLUENT PIPE � 1 10' INSIDE DIAMETER CONCRETE WETWELL A%_ COAT WETWELL INTERIOR PER SPECIFICATIONS FINISHED GRADE 41� WET WELL BOTTOM i 2 -6 CLEAR OPENING LEOA�VES RATING MOUNTING* I GRATING ** I SAFETY CAIN * ** -6" W� 60 "x84" 2 H -20 W1 O YES YES ODOR TIGHT © 48 "60" 2 H -20 ANCHOR NO YES 1 I r C� } i�4z 0 eeL 3 3/8" SST CAST IN PLACE J -BOLTS FOR SECURING HATCH FRAME. DRILL 1/2" HOLES IN FRAME TO RECEIVE BOLTS. TYP OF 8. WET WELL FLOOR ACCESS HATCH W1 l 3" 0 C 0 �O O — O - o ALUMINUM ACCESS --ono LADDER, SEE DWG N0. Lo CO3 FOR DETAILS, O u. TYP' CONCRETE THRUST BLOCK SLEEVE FOR I O SAFETY CHAIN 8' -0" POLE, TYP. I o av 0 0 6 ', TYP. 3' 0° L� - -- f_o PRE -CAST UNI -HOIST SLEEVE, WALL VALVE VAULT MOUNTED TO SIDE OF VALVE FORCEMAIN PIPE VAULT, ENCASE IN CONCRETE, O a FINAL LOCATION BY CITY. LIFT STATION STRUCTURAL PLAN n F VAULT FLOOR �-- CONCRETE SUMP BASE COAT EXTERIOR OF STRUCTURES PER SPECIFICATIONS 10' -0" INSIDE DIAMETER PRECAST CONCRETE WET WELL 6" THICK CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. PROOF ROLL SUBGRADE WITH HOE PLATE IN PRESENCE OF ENGINEER PRIOR TO PLACEMENT OF MANHOLE ACCESS HATCH © CRUSHED SURFACING TOP COURSE NATIVE FILL --I 11-o" - STRUCTURAL BACKFILL (TYP.) 8' -0" x 8' -0" x 8' -0" PRECAST CONCRETE VAULT, EQUAL TO GRANITE PRECAST 8x8 METER VAULT OR APPROVED EQUAL, O 6" THICK CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. PROOF ROLL SUBGRADE NTH HOE PLATE IN PRESENCE OF ENGINEER PRIOR TO PLACEMENT OF VAULT. LIFT STATION STRUCTURAL ELEVATION S07 X"= 1, -o„ y4° SS SAFETY CHAIN I SS CLEVIS GRAP NO( SAFETY LATCH EACH SIC KEYSTONE BLOCK WALL, SEE DWG NO. 002 FOR LOCATION AND DETAIL THIS SHEET A 801 GRAVEL BACKFILL FOR WALLS KEYSTONE CAP UNIT PROVIDE Y4" STAINLESS STEEL EYE BOLT INSIDE WET WELL SAFETY CHAIN DETAIL NTS ACCESS HATCH SCHEDULE NO. CLEAR OPENING LEOA�VES RATING MOUNTING* I GRATING ** I SAFETY CAIN * ** GASKET W� 60 "x84" 2 H -20 BOLTS YES YES ODOR TIGHT © 48 "60" 2 H -20 ANCHOR NO YES STANDARD 43, 1 " -ly4" O8" KEYSTONE STANDARD UNIT, PLACE BLOCKS FLAT AND LEVEL PER MANUFACTURER'S HEIGHT VARIES PER PLAN REQUIREMENTS SEE DWG NO. CO2 FOR DETAILS Y2" X 544" FIBERGLASS PINS EXISTING GRADE 1' -0" MIN 6" CRUSHED SURFACING BASE COURSE BELOW WALL EXISTING GROUND PROVIDE Y," STAINLESS STEEL EYE BOLT ON SAFETY POLE FOR SAFETY CHAIN AV SS SAFETY CHAIN WITH y4" SS CLEVIS GRAP HOOK WITH SAFETY LATCH EACH SIDE, TYP. ACCESS HATCH NOTES: * ACCESS HATCH OVER WET WELL SHALL BE MOUNTED USING STAINLESS STEEL BOLTS AS SHOWN ON THIS PLAN. OTHER ACCESS HATCH SHALL BE MOUNTED USING THE STANDARD FRAME ANCHORS THAT COME WITH THE HATCH. ** ACCESS HATCH SHALL HAVE REMOVABLE GRATING COVER BELOW ACCESS HATCH LID. * ** SAFETY CHAINS SHALL BE PROVIDED ON ACCESS HATCHES AS DETAILED FOR EACH HATCH ON THIS SHEET. SIGNED: 05123112 SIGNED: 05123/12 Z O Z F' W k- cr W J U 1.� N O Q vLI LL r J / SCALE: SHOWN VALVE VAULT REMOVABLE SAFETY 1„ 2„ CHAIN DETAIL DRAWING IS NOT TO SCALE NTS IF BAR IS NOT 2" LONG 5 3 two) 8 0 6 RECORD DRAWING Ron 24 S Na REVISED TO CONFORM DEB S01 TO CON TRUCTIO RECORDS IN'GINEERS EH 6"xV GALV. STL SLEEVE, PLANNER S o4TE: July 15, 2013 MOUNTED TO INSIDE OF HATCH SCIENTIST S OPENING WITH (4) %" ANCHOR aENT: REN BOLTS. LOCATE NOT TO REVISED TO INTERFERE WITH CLOSING OF RH2 ENGINEERING, INC. RECORDS http: / /www.rh2.com HATCH mailbox$h2.com 1.800.720.8052 .ue Na: 112 -033 HEWNGHAM asosos.osae 2" DIAM. GALV. STL 454 West Hurt., Road POLE. REMOVABLE TO ALLOW HATCH TO BOTHELL ms.as, 7 I DATE 22722 29th Drive SE, Suite 210 FULLY CLOSE (TYP) EAST _ WENATCHEE sas.zvoo 300 Simon Street, Suite 5 RICHDAND soss*esrar 114 Columbio Point Drive, Suite C SILVERDALE 3so.e�s »so 2021 NW Alhyre Rd, Suite 107 TACOMA T—ee 621 Pacific Avenue Suite 104 / SCALE: SHOWN VALVE VAULT REMOVABLE SAFETY 1„ 2„ CHAIN DETAIL DRAWING IS NOT TO SCALE NTS IF BAR IS NOT 2" LONG 5 3 two) 8 0 6 RECORD DRAWING Ron 24 S Na REVISED TO CONFORM DEB S01 TO CON TRUCTIO RECORDS ark', :5- :3Ga.�C)G EH 04/25/12 o4TE: July 15, 2013 RH2 RING INC. DATE aENT: REN 1 REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 .ue Na: 112 -033 NO. REVISION I BY I REVIEW I DATE nauU UBHS- D -SOI. ark', :5- :3Ga.�C)G