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�'a <br />0 Q <br />C0 <br />0_ > ao <br />V <br />� <br />N Q O <br />> Q N <br />4- t!1 N <br />0 o <br />UU) <br />IV W <br />>' <br />W <br />66 <br />CB T-1 RIM=128.23' <br />126.87' (10" CONC NW) <br />li t <br />SECTION 19 & 30, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. <br />i <br />i <br />i <br />i <br />i <br />i <br />r <br />r <br />I \ ss <br />Sss ss ss S <br />SS -� ss <br />s ss <br />I; SS ss SS -SS ss 36 LF 8" PVC <br />SSMH RIM=128.63' S ss `\ ' `, S-0.357 FT/FT <br />2 CHANNEL=111.02' , CB T-1 RIM-_127.26' <br />UNABLE TO MEASURE <br />J <br />SAWCUT&REMOVE EX.SDCBTOBEREMOVED. SS STUB <br />O ASPHALT FOR FOUNDATION PLUG OUTLET PIPE IE 124.30 <br />_ __________________ <br />_ ---------------------- <br />Ilk_ <br />SDCB TYPE <br />FIELD OCATE <br />� q AT LOWPOINT;' 11 <br />\ RIM=1 7.44 ; <br />CB T-2 RIM=127.74' / IE (8" ) OUT=,123.4 FIFE 127.80 <br />' \ UNABLE TO MEASURE <br />---Coo <br />sa <br />/ U) A <br />' U) POWI R VAULT ' sv- <br />UNKNOWN \ APPROXIMATE LOCAL [ON <br />CLEANOUT PER CITY OF EVEI 10 LF 8" PVC L <br />� / GIS MA� S=0.020 FT/FT I I 1 <br />/ <br />INLET PROTECTION RIM=12 8 LF 8" PVC � IM127.52 <br />GGV / PER STD DTL 210 IE (8" N) IN=123.24 <br />o' \" ( E O - ) UT-123 2 <br />- � E 8 <br />a CB T 1 Pl- .� <br />-cONC ' <br />J/ PARKING LOT RESTORATION AS <br />POWER v T r REQUIRED FOR POWER TRENCHING. <br />SECTION PER DCSS 3-5.2 & STD DTL 326 <br />-r r <br />d , OWER CONNECTION -- <br />77/l <br />F- POWER VAULTt <br />%1 SITE 1 - UTILITY PLAN <br />SCALE :1It = 10' <br />GRADING LEGEND <br />ART <br />S=0.020 FT/FT STALLATION <br />I <br />SDCB-3 TYPE 1 <br />PER STD DTL 403 & 41 2 <br />czo I <br />FIELD LOCATE <br />AT LOW POINT <br />RIM=1X7.X 127.50 <br />IE (8" W) IN=123.08-------------- <br />IE (8" E) OUT=123.08 95 LF 1" PE <br />WATER SERVICE I `, <br />PARKING LOT RESTORATION AS <br />REQUIRED FOR WATER TRENCHING. <br />SECTION PER DCSS 3-5.2 & STD DTL 326 <br />i <br />_�000.00 EXISTING ELEVATION <br />,1-000.00 DESIGN ELEVATION 0 5 10 <br />Feet <br />moon <br />1""', 1 <br />1 - - - - ------ -- - ------------I 127.68 <br />1 12 .81 127.50 127.51 la 1 <br />1 127.79 126.41 1 <br />127.50 <br />1 F175%11 <br />la 1 <br />1 2 � � <br />1 LOW POINT HANDRAIL 1 <br />1 PER DETAIL ETAIL � 1 <br />FIFE 127.80 <br />P 5 I <br />6.3 <br />1 127.79 5.1' 127.54 126.83 1 <br />1 PRO 127.51 (V 127.68 <br />5% a <br />1 `127.65 7.37 <br />Handrail must extend min 12" beyond <br />LOW POINT 00o x of top/bottom of ramp break. <br />1 Handrail shall extend 127.3E m J�E- co Shift ramp south to accommodate handrail <br />5 HANDRAIL extensions. <br />1 min 12" beyond ramp. czo PER DETAIL Revised grading shall comply with <br />127.03 accessibility codes. 1:12 max ramp slope. <br />1 1.80% 12%` 5 <br />1 DEMO & REMOVE PLANTER 1 <br />FOR NEW WALKWAY ACCESS 127.14co <br />PER STD DTL 312 � 1 <br />0/ 12715 <br />T T <br />T <br />TEE INTO <br />EXISTING <br />SERVICE W <br />EXISTING ASPHALT <br />PARKING LOT <br />SLOPE VARIES <br />'3S - Sl I Ss- SS --�-- SS SSMH RIM=125.64' 0 10 20 <br />T / CTR CHANNEL=109.01' Feet <br />I -SIDE SEWER <br />CONNECTION PER <br />STD DTL 602 <br />7 ' 1 SS SS SSMH RIM=125.91' <br />SS CTR CHANNEL=109.28' 3: <br />J;`_ Install 8" SDR 35 with sand <br />28 LF 6" PVC collar into M H at <br />S=0.518FT/FT IN = 118.91' at min 2% slope <br />SIDEWA ESTORATION J) Install inside drop per Everett <br />PER OF EVERETT standards 613 <br />D IL 312 AND TO MATCH TBM <br />XIST PATTERN AND WIDTH. FOU <br />3.5" IRON PIPE W/ LEAD <br />m & BRASS PIN <br />, - DOWN OHIN CASE <br />VISITED 2=024 <br />FI F\/'12477' 5: <br />Sewer / storm 8" wye <br />�\ Sewer / storm <br />1 ` 45'bends <br />50' of 2" Grey PVC <br />swaterline <br />sleeve <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 . <br />cl <br />a <br />a <br />n <br />#4 REBAR <br />THICKENED EDGE d REINFORCEMENT <br />4q a <br />` 12" MIN BURY <br />� ,-�_ <br />w <br />O <br />w J) <br />J) <br />FOR 12" <br />RAMPS <br />THICKENED EDGE CURB DETAIL <br />SCALE: NONE <br />1.5" DIA. STEEL PIPE J <br />POURED IN PLACE <br />J) N CONCRETE TYP. <br />4 <br />4 <br />as <br />a . PROVIDE BOTTOM RAIL IN SECTIONS <br />~ THAT DO NOT HAVE RAISED CURB <br />HANDRAIL NOTES: RAMP OR STAIR FINISH GRADE <br />1. SPACE POSTS A MAX. OF 6' ON CENTER, TYP. <br />--u -__ 2. WHERE HANDRAILS ARE REQUIRED, THEY SHALL BE INSTALLED ON BOTH SIDES OF RAMPS <br />AND STAIRS. <br />i 3. HANDRAILS SHALL EXTEND 12" BEYOND THE TOP AND BOTTOM OF A RAMP SEGMENT AND <br />SHALL BE PARALLEL WITH THE WALKING SURFACE. <br />3"DEC � 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 />~ r� 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 />Water PE 8. PROVIDE FOR HANDRAIL EXPANSION AT EVERY OTHER POST. PROVIDE SHOP DRAWINGS OF <br />METHOD OF ACCOMMODATING HANDRAIL EXPANSION AND CONTRACTION. <br />compression coupler 3: 9. RAILINGS TO BE HOT DIP GALVANIZED (G40) TYP. NO FIELD CUTTING OR WELDING. <br />in planter <br />J) <br />ZZ'DEC <br />3: rc1 TYPICAL HANDRAIL DETAIL <br />CONCRETE RAMP NOTES: <br />a ~ 1. CONCRETE SHALL BE CLASS 3000 CEMENT CONCRETE WITH AIR ENTRAINMENT <br />3: (45%MIN AND 65%MAX) <br />2. SUB -GRADES SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY. <br />T T 3. WALK SHALL HAVE A 1.5% CROSS SLOPE. <br />4. THE FINISHED WALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND <br />------_____� 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' IV W W W W W 7. ALL CONCRETE SHALL HAVE A NON -SLIP BROOM FINISH. <br />9 '/`y W W 0 8. REBAR TO BE CONTINUOUS AND BENT INTO WALKWAY FLOATS. <br />W 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 />II I m I <br />RESTROOM BUILDING <br />FIFE 127.80 <br />& v <br />7777777777 <br />X �x�A/��A/��A/V�\i�\ <br />1 .9 ° <br />127.16 1 \\,.A/. A, \/ \A/\yLL v 127.22 127.1 <br />127.67 - / 1 127.67 a � 1 REPAI R ASPHALT AS <br />REQUIRED SECTION PER <br />DCSS 3-5.2 & STD DTL 326 <br />SITE 1 GRADING PLAN IMPROVEMENTS SECTION <br />2 SCALE 1"= 5' SCALE 1"= 2' <br />P:\WORK\PROJECTS\2024\24-033 FORMA CONSTRUCTION\CE\DWG\SHEETS\C2.0 SITE-1.DWG 4/4/2024 <br />Qczo <br />HANDRAIL <br />PER DETAIL <br />1.75% <br />J7. <br />X A/ A/ A/ A/ A/> / <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 06/27/2024 <br />Permit Inspector <br />BUILDING FOUNDATION BY OTHERS NEW WALKWAY ACCESS PER STD DTL <br />312. SEE CONCRETE RAMP NOTES <br />4 SEE CONCRETE SIDEWALK RESTORATION PER CITY <br />czo THICKENED EDGE DETAIL OF EVERETT DETAIL 312 AND TO <br />Q <br />MATCH EXIST PATTERN AND WIDTH. <br />UNPUBLISHED WORK COPYRIGHT © 2024 BY HARM SEN LLC. <br />REVISIONS <br />W CID <br />to <br />W O <br />N N <br />W >- <br />N� <br />.-... <br />Z W <br />N O <br />R <br />�� <br />� <br />Z:D <br />W Cn <br />W <br />o <br />O <br />W <br />H <br />(� r <br />LLl N <br />Q <br />m3 <br />J <br />o� <br />0 W <br />CM ♦Y <br />W <br />CND > <br />N <br />W• <br />y`aog VA <br />A e�1 Oa 2 <br />pFiJ <br />Z <br />s <br />745 <br />tsr� 1 <br />DNAL� <br />ai�l�� <br />W <br />Q <br />O Z <br />aJa <br />cc <br />a <br />Cz <br />0 <br />0 <br />LLI <br />0 2 <br />CCa <br />F- CC <br />Ma <br />w <br />ad <br />O <br />W <br />Ill <br />zOWC <br />U~ <br />U <br />W <br />z W <br />r <br />W <br />H <br />O <br />- <br />in <br />a <br />DATE: <br />4/4/24 <br />JOB #: <br />24-033 <br />• <br />Know what's below. <br />Call before you dig. <br />C2l <br />