3618 W MUKILTEO BLVD 2022 SITE WORK FOR HARBORS EDGE TOWNHOMES Plans 2025-08-07

0 8" L 13 PLANKS @ 4'-0" 52'-0" L 10" 8" 521-0" 101, 10'-0" 40'-0" 12'-0" yZ O 5 rV5 7 5 1 5 aa U H IQ!) 1 A S4 S3 2 co LL 14 S3 13 S4 F32x72 I = y o - --------------------- -------------------- - ------------------- ❑ i❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i i ---------------- --- ------------------ ----- �--H--- = ie Bc g 1 i TYP @ CELL 1 3 I � 0 0 7 SED G 2 PERIM WALLS ---� "' F o 2 12 S3 _ i --------- 0 0 0 ITOV-136.00 .._._ ._._..._._.._._..._._. 6 ----F3Oxl2-----i 2A s TYP THROUGH 11 1 - I s3 a o OUT VAULT. 10 o a IBOV=126.27 CELL 1 5a THICK CONCRETE IBOV=126.27 j 3 SLAB ON GRADE TYP I c j @ ALL CELLS = y o g 5-On 5-O" I 16 Y W.w 3 \-` yo .i�S3 ------ 8x12 - -------------- -❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ m N - -f - -- -- ---- I El -------- ---- ---- - -- ---- --8----- ---- ---- N --------- ---------------------------- --------------------------- ---------------------------- ------- ------------ - g ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Q g 1 F32x12 r ------2- ------------- -------------------- A ----- 53 1 I 1 53 I 53 � 12-1/2" THICK HOLLOW i gNlr' g CORE PLANK LID. TOP _ 2A Io'-o" I yq p� a�E��•K09 10 OF LID EL, 137.04 S3 TYP i 53 op of 51 o IBOV=126.27 CELL 20 9 2 g - I - o ��, S3 IBOV=126.27 I 6s�t@BAL I S70NAL Ea I I 2 6 F30x1 --� S3 IBOV=126.75 L I C 8 7q j TYP @ CELL 1 PERIM WALLS 1 -- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ❑ ❑ El ❑ El ❑ ❑ ❑ ------------------------- -- ----- ----- ---- --�---- Z --- --- -- - --- - H S J N 8n S3 7 F34xl2 1A Q 3 7 S3 V Z 8'-0" 38'-0" 6'-On 8'-On 36'-On 4'-0" 4'-0" O LU Z IW VAULT LID PLAN 2' 8' VAULT FOUNDATION PLAN 8 � I o SCALE 3/16" = V-0" SCALE 3/16" = V-0" 0' c W r a 3 � MCC, W oc ¢ O > I- W co u_ PLAN KEYNOTES LEGEND 0 1. 'THICK CONCRETE SLAB ON GRADE REINF WITH#4@18"o/c EA WAY.PLACE 8. POUR SLOTS IN THE TOP OF THE PLANK.MANUFACTURER TO PROVIDE A DIMENSIONS & ELEVATIONS v ALL REINF AT MID-DEPTH OF THE SLAB,CAST GRADE SLAB 1N A SINGLE POUR, MINIMUM OF 2 SLOTS @ EACH END OF EACH PLANK.PLANK MANUFACTURER IBOV INSIDE BOTTOM OF VAULT I TOP OF GRADE SLAB I SEE 2/61 FOR REINFORCING PLACEMENT DETAIL. MAY REQUIRE GROUTING OF ADDITIONAL CELLS BEYOND THE MINIMUM SHOWN. THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CONTRACTOR SHALL INCLUDE GROUTING OF THESE ADDED 1TOV INSIDE TOP OF VAULT LID I BOTTOM OF LID I VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS 2. CAST IN PLACE CONCRETE WALLS TYPICAL AT THE INTERIOR&PERIMETER OF WITH THE CURRENT PERMITTED SET OF CIVIL DRAWINGS,AND SHALL NOTIFY THE VAULT.SEE WALL SECTIONS ON S3 FOR REINFORCING AND DIMENSIONS. CELLS IN HIS BID,SEE WALL SECTIONS FOR REINF. GRATING SPAN DIRECTION BOTH THE CIVIL&STRUCTURAL ENGINEERS IN WRITING OF ALL DISCREPANCIES PROVIDE ADDED REINF AT PIPE PENETRATIONS AS SHOWN IN 3/S1.PROVIDE 9. PROVIDE BLOCKOUTS 1N THE EDGE CELL OF THE PLANK PARALLEL TO THE BETWEEN THE CIVIL DWGS AND THESE DWGS PRIOR TO CONSTRUCTION. Z REINF @ ALL WALL CORNERS AS SHOWN IN 7/54. PERIMETER VAULT WALLS&CAST 1N PLACE LID.LOCATE BLOCKOUTS Q 3. THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB.SEE WALL APPROXIMATELY AS SHOWN ON THIS PLAN.SEE WALL SECTIONS AND DETAILS CIP CONCRETE WALL. G FOR REINFORCING AT BLOCKOUT. a SECTIONS FOR SIZE&REINF UNO. ----- J 4. 5'-0"WIDE OPENING WITHIN THE INTERIOR WALL.SEE A/53 FOR WALL 10. 12-1/2"THICK PRECAST HOLLOW CORE PLANK.SEE DESIGN CRITERIA NOTES ON ----- CONCRETE SPREAD FOOTING 0 REINFORCING @ THE OPENING. SHEET 51 FOR PLANK LOADING REQMTS. CONSTRUCTION LOADS J 0 11. 5FTx10FT OPENING TO RECEIVE OPEN METAL BAR GRATING w/INTEGRAL 36"x <- DOWNWARD SLOPE a 5. PIPE INLET OR OUTLET TO VAULT.SEE CIVIL DWGS FOR PIPE DIAMETER, THE VAULT LID HAS BEEN DESIGNED TO CARRY THE"DESIGN LOADS"ONLY p LOCATION&INVERT ELEVATION.SEE FOR FOR WALL REINF @ PENETRATION. 36"HINGED ACCESS HATCH.SET TOP OF GRATING 9"MIN ABOVE THE AFTER VAULT CONSTRUCTION 1S COMPLETE,ALL DESIGN CONCRETE AND GROUT a Z HIGHEST ADJACENT FINISHED GRADE.SEE A/54 FOR GRATING ASSEMBLY F34x12 34"WIDE x 12"THICK FTG SEE 1A&2A/63 � ADDITIONAL REINF IS NOT REQUIRED FOR PIPES LESS THAN 8"m PROVIDED INFORMATION. STRENGTHS HAVE BEEN ACHIEVED,AND ALL COVER HAS BEEN PLACED OVER O THEY ARE PLACED BETWEEN THE TYPICAL WALL REINFORCING. F32xl2 32"WIDE x 12"THICK FTG SEE 1&2/55 THE VAULT WITHIN THE LIMITS SPECIFIED ON THIS DRAWING."BOBCAT"OR W 6. 8"THICK KNEE-WALL.REINF w/#5@12"o/c HORZ.AND VERT.PLACED AT THE 12. HATCHED AREA REPRESENTS 24"WIDE x 12-1/2"THICK CAST IN PLACE F3Oxl2 30"WIDE x 12"THICK FTG SEE 5/51 OTHER LIGHT EQUIPMENT SHALL BE USED FOR PLACEMENT OF MATERIALS OVER CONCRETE BEAM.SEE 3/64. THE VAULT LID.ALTERNATIVELY,ALLOWABLE UNIFORM LOADS ON THE BARE CENTER OF THE WALL.PROVIDE E WA L.EX EN THE TOP BARS THE WALL&I2I-#5 F58xl2 58"WIDE x 12"THICK FTG SEE 3/53 VERT AT THE FREE ENDS OF THE WALL.EXTEND VERT BARS 11"INTO THE 12-1/2" 13, ADD I2I-#6x15'-0"@ 2"o/c WITHIN THE WALL ON THE INSIDE FACE d AT THE SLAB CAN BE OBTAINED FROM THE PLANK MFGR. THICK LID CLOSURE POUR,SEE 5/S1 FOR FTG INFORMATION, TOP OF THE WALL.PLACE BAR AS SHOWN ON THE PLAN. T 24"DIAMETER OPENING THRU LID TO ACCEPT RISERS,LADDER,RING AND 14. 6"THICK CURB,SEE 8/54 FOR REINFORCING. SHEET: LOCKING MANHOLE COVER PER CIVIL DRAWINGS.SEE 4/51 FOR LID REINF @ OPNG. 7A. 24"DIAMETER OPENING THRU LID w/KNEEWALL TO ACCEPT RISERS,LADDER, L City of Everett Permit Review RING AND LOCKING MANHOLE COVER PER CIVIL DRAWINGS,SEE 7/S1 FOR LID EVERETT Status:Reviewed for Permit S20F 4 REINF @ OPNG, """"°•°' 05/26/2023 7:12:58 AM S-22-031