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CBT-1 RIM=128.23' Ii ?T� <br />126.87'(10"GONG NW) l <br />SS SS- SS SSr S: <br />SSMH RIM=128.63' SSA SSA\\ <br />2 CHANNEL=111.02' - <br />, P <br />(7 p <br />\ CB 12 RIM=121.74' / S <br />O, UNABLE TO MEASURE <br />T <br />t° POWER VAULT j <br />UNKNOWN / O I \ APIROXIMITY OATE <br />PER CFEVOCATJLONt <br />CLEANOUT _ / <br />GIS MAj <br />'/ I/ � S <br />INLET PROTECTION <br />^pGVC^pI / PER STD DTL 210 / <br />OI / <br />CB T-TR" ✓ <br />J--' POWER V T r PARKING LOT RESTORATION AS <br />REQUIRED FOR POWER TRENCHING. <br />f SECTION PER DCSS 3-5.2 & STD DTL 326 <br />1 � <br />t I POWER VAULT <br />I <br />T <br />SECTION 19 & 30, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. <br />ss- s as ss <br />/ I / SSMH0 120 <br />CTRCHANNEL=10901FeT <br />I i T <br />I I -SIDE SEWER <br />CONNECTION PER <br />/ ( STD DTL 602 <br />r 7 7- 1 �- SS-- 65� SS SSMHRIM=125.91' <br />CTR CHANNEL=109.28' 3 <br />SST SS SSA SS SS- <br />as- Be Install 8" SDR 35 with sand <br />36 LF 8" PVC 28 LF 6" PVC collar into MH at <br />~ cHT-1 RIM=1z7.zs• S=0.357 FT/FT ,° S=0.518 FT/FT <br />N IN = 118.91' at min Z% slope <br />IN <br />TO MEASURE _______________„ I ,� Install inside drop per Everett <br />1 - SIDEWA ESTORATION <br />SAWCU' & REMOVE EX. SDCB TO BE REMOVD IL 312 AND TO MATCHED. SS STUB PER OF EVERETT w standards 613 <br />w TBM <br />ASPHALT FOR FOUNDATION PLUG OUTLET PIPE IE 124.30 <br />----- - ------------ --- XIST PATTERN AND WIDTH. FOuI <br />-----�--------------- --- 1 3.5'IRON PIPE W/LEAD <br />m & BRASS PIN <br />SDCB TYPE - DOWN 0.6' IN CASE <br />PER S D DTL 403 413 VISITED 2/2/2024 <br />�° _ _ ELEV:124.77' _ 3 <br />FIELD OCATE <br />AT LO POINT; <br />RIM=1 )' F E: 127.80 <br />) OUT=,123. <br />10 LF 8" PVC <br />S=0.020 FT/FT <br />RIM-127.52 8 LF 8" PVC ! ART <br />IE (8' N) IN=123.24 I S=0.020 FT/FT INSTALLATION I <br />IE (8" E) OUT=123.24 <br />I <br />SDCB-3 TYPE I <br />PER STD DTL 403 & 41 , C <br />FIELD LOCATE <br />AT LOW POINT <br />RIM=1E7.25 127.50 <br />IE (8" W) IN=123.08-"------- I <br />IE (8" E) OUT=123.08 F L 95 1" PE - <br />WATER LFV SERVICE \�1+ <br />PARKING LOT RESTORATION AS - <br />REQUIRED FOR WATER TRENCHING. <br />SECTION PER DCSS 3-5.2 &STD DTL 326 <br />I <br />1 SITE 1 - UTILITY PLAN I <br />SCALE: 1" = 1G' <br />1 <br />GRADING LEGEND <br />-000.00 EXISTING ELEVATION <br />.i 000.00 DESIGN ELEVATION o 5 10 <br />eet <br />- - - - - - - - - - - - <br />1_-------- 1T . <br />12 .81 127.50 <br />127.51 127.68 <br />127.50 r <br />127.79 126'.1, <br />I <br />I � <br />1.75°0 I <br />2 <br />LOW POINT <br />HANDRAIL <br />12744 PER DETAIL <br />FFE: 127.80 5 <br />/IT <br />,P 1 <br />127.79 5.1' <br />127.54 1-12683 1 <br />127.51 <br />737 127.68 <br />`12765 Handrail must extend min 12" beyond <br />LOW POINT top/bottom of ramp break. <br />127.35 E Shift ramp south to accommodate handrail <br />Handrail shall extend 5 HANDRAIL extensions. <br />min 12" beyond ramp. C2.o PER DETAIL �;�� Revised grading shall comply with <br />127.03 accessibility codes. 1:12 max ramp slope. <br />iF- <br />1.80% - 127Y)5 <br />DEMO & REMOVE PLANTER <br />FOR NEW WALKWAY ACCESS 127.14 m orI <br />PER STD DTL 312 <br />.9 % - 127.15 \/ <br />12Z <br />12767 J 16 <br />/ 127.22 127.1 .9 0 <br />Sewer / storm 8" Wye <br />D I w <br />Sewer / storm Q <br />{1 45*bends LLI <br />oIL � <br />LLJ <br />~ <br />50' of 2" Grey PVC' <br />sch 40 waterline <br />sleeve <br />3"DEC <br />Water PE u <br />compression coupler <br />in planter <br />F <br />m <br />� I w <br />T -T I. <br />TEE INTO <br />EXISTING <br />SERVICE w w 'A' w w <br />w <br />- - W - <br />I w - W y <br />w w - <br />TIE INTO EXIST 4"Pvc WATER SERVICE AT MANHOLE. WATER <br />\ MAIN TAP AND METER INSTALL TO BE PERFORMED BY CITY OF <br />EVERETT PUBLIC WORKS UNDER SEPARATE UTILITY PERMIT. <br />EXISTING ASPHALT <br />PARKING LOT RESTROOM BUILDING <br />FFE 127.80 <br />SLOPE VARIES " <br />SITE 1 <br />EVERETT MUNICIPAL BUILDING <br />2912 WETMORE AVENUE <br />2' EMBEDMENT VARIES, <br />INTO SLAB MAX 2' <br />18" O.C. <br />#4 REBAR <br />THICKENED EDGE d - REINFORCEMENT <br />12" MIN BURY <br />3 <br />(A THICKENED EDGE CURB DETAIL <br />SCALE:NONE <br />3 <br />FOR r12"y -- - - ' <br />RAMPS I I <br />T 1.5" A. STEEL PIPE <br />3 7-�iA? <br />o <br />L POURED IN PLACE - <br />i:I CONCRETE TYP. <br />PROVIDE BOTTOM RAIL IN SECTIONS <br />3 HANDRAIL NOTES: THAT DO NOT HAVE RAISED CURB <br />RAMP OR STAIR FINISH GRADE <br />1. SPACE POSTS A MAX. OF 6' ON CENTER, TYP. <br />2. WHERE HANDRAILS ARE REQUIRED, THEY SHALL BE INSTALLED ON BOTH SIDES OF RAMPS <br />AND STAIRS. <br />3 3. HANDRAILS SHALL EXTEND 12" BEYOND THE TOP AND BOTTOM OF A RAMP SEGMENT AND <br />SHALL BE PARALLEL WITH THE WALKING SURFACE. <br />4. INSIDE HANDRAILS ON SWITCHBACKS OR DOGLEG RAMPS SHALL ALWAYS BE CONTINUOUS. <br />5. TOP OF HANDRAIL SHALL BE 2'-10" ABOVE WALKING SURFACE. <br />3 6. ENDS OF HANDRAILS SHALL BE ROUNDED AND RETURN SMOOTHLY TO THE POST. <br />7. ALL HANDRAIL INTERSECTIONS SHALL BE CHAMFERED OR ROUNDED TO REMOVE SHARP <br />CORNERS THAT COULD CAUSE INJURY. <br />8. PROVIDE FOR HANDRAIL EXPANSION AT EVERY OTHER POST. PROVIDE SHOP DRAWINGS OF <br />METHOD OF ACCOMMODATING HANDRAIL EXPANSION AND CONTRACTION. <br />3 9. RAILINGS TO BE HOT DIP GALVANIZED (G40) TYP. NO FIELD CUTTING OR WELDING. <br />3 5 TYPICAL HANDRAIL DETAIL <br />SCALE: NONE <br />3 <br />CONCRETE RAMP NOTES: <br />1. CONCRETE SHALL BE CLASS 3000 CEMENT CONCRETE WITH AIR ENTRAINMENT <br />3 (4.5%MIN AND 65%MAX) <br />2. SUB -GRADES SHALL BE COMPACTED TO NOT LESS THAN 95 % OF MAXIMUM DENSITY. <br />3. WALK SHALL HAVE A 1 5 % CROSS SLOPE <br />4. THE FINISHED WALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND <br />-----_3 COVERED BY WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER <br />INCLEMENT WEATHER. CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. CURING <br />COMPOUND: TYPE ID, CONFORMING TO WSDOT/APWA STANDARD SPECIFICATIONS 9-23.2. <br />5. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4" RADIUS. <br />6. CONTRACTOR IS RESPONSIBLE TO PROTECT CONCRETE FROM VANDALISM DURING <br />3 CONCRETE CURING PERIOD. <br />w 7. ALL CONCRETE SHALL HAVE A NON -SLIP BROOM FINISH. <br />8. REBAR TO BE CONTINUOUS AND BENT INTO WALKWAY FLOATS. <br />w � <br />HANDRAIL <br />c2o PER DETAIL <br />1 75% <br />SLOPE VARIES <br />127.67 I L REPAIR ASPHALT AS L BUILDING FOUNDATION BY OTHERS NEW WALKWAY ACCESS PER STD DTL' / <br />REQUIRED SECTION PER 312. SEE CONCRETE RAMP NOTES J// <br />' DCSS 3-5.2 &STD DTL 326 SEE CONCRETE SIDEWALK RESTORATION PER CITY <br />- - - - - - - - - - - <br />- - - - - - - - - - - THICKENED EDGE DETAIL OF EVERETT DETAIL 312 AND TO <br />SITE 1 - GRADING PLAN c2.o MATCH EXIST PATTERN AND WIDTH. <br />2 IMPROVEMENTS SECTION <br />SCALE:1" = 5' 3 SCALE:1"= 2' <br />REVISIONS <br />CID 0 <br />LU 0 N <br />N a <br />LU >- <br />N 0 <br />Z W '° <br />> v N <br />Z <br />LU N <br />Z <br />o <br />0 <br />W <br />Ld <br />F <br />N <br />_o <br />N <br />CD <br />Q Q W <br />}a <br />m 3 <br />J <br />o> <br />L) Lu <br />cc <br />N ub <br />W <br />W G <br />O z n <br />S- '0 Z <br />2z _OPa <br />O= <br />0a02 <br />w� v~)� <br />cc F- z <br />ZLLIcc OF <br />O W <br />Z lJ r <br />U. <br />3. F <br />O u <br />0 <br />DATE: <br />4/4/24 <br />JOB #: <br />24-033 <br />ro. <br />Know what's be10W. <br />Cell before you dig. <br />C21.0 <br />