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N N CBT-1 RIM=128.23' <br />d O 126.87'(10"GONG NW) l <br />i Q- <br />Q O <br />LU <br />O <br />SS SS <br />p as SSr SS- <br />aT' ate+ SSMH RIM=128.83' � SSA SS �\\ <br />i V: t CHANNEL=111.02'------------ <br />- <br />I N <br />wz I <br />> G , <br />� p t <br />\ CB 12 RIM=121.74' / S <br />O, UNABLE TO MEASURE <br />T <br />t° POWER VAULT j <br />SECTION 19 & 30, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. <br />- S- S as <br />SS BeqCTR <br />H RIM=125.84' 0 10 20 <br />STORM DRAIN CONNECTION T-a:-I-� / CHANNEL=109.01' Feet <br />I PER STD DTL 602 <br />SIDE SEWER <br />REMOVE AND REPLACE EXISITNG I CONNECTION PER <br />DRVIEWAY APRON AS REQUIRED FOR I STD DTL 602 <br />CONSTRUCTION. SEE STD DTL 315 1 -I- ss- SSS RIM=125.91' <br />S/� SS CTR CHANNEL=109.28' <br />SSA Be SS-T SS <br />36 LF 8" PVC 28 LF 6" PVC <br />r F <br />-" - - 5=0.357 FT/FT 5=0.518 FT/FT <br />CB T-1 RIM=127 26' 3 <br />UNABLE TO MEASURE <br />SIDEWALK RESTORATION <br />SAWCU1 & REMOVE EX. SDCB TO BE REMOVED. SS STUB PER CITY OF EVERETT w <br />w DETAIL 312 AND TO MATCH TBM C <br />ASPHALT FOR FOUNDATION PLUG OUTLET PIPE IE 124.30 <br />____ __ ____ ___ EXIST PATTERN AND WIDTH. E I OM N ME/L A E <br />-------------------- --- � 3.5'IRON PIPE W/LEAD <br />& BRASS PIN <br />SDCB D TYPE DOWN 0.6' IN CASE <br />PER S DTL 403 8 413 I SSCO I ~ VISITED 2/2/2024 <br />FIELD OCATE ELEV:124.7T 3 <br />I PER ST OTL 6Q <br />AT LO POINT/ RIM-12 64 I <br />RIM-1 744 - IE(6' IN-124 0 <br />�JF E: 127.80 s <br />IE (8" )OUT=;123. I i IE (6� N OUT=12gL.00 <br />YOEC I <br />SD' <br />APPROXIMATE LOCAT <br />UNKNOWN O lLy- I <br />CLEANOUT _ / PER CITY OF ( 10 LF 8" PVC <br />GIS MAj 5=0.020 FT/FT <br />SDCO-2 8 LF 8" PVC ART 1'/1 <br />/ INLET PROTECTION RIM=127.52 I 5=0.020 FT/FT INSTALLATION I _ <br />';�_ OV _ PER STD DTL 210 IE (8" N) OUT=123. i <br />IE (8" E) OUT=123.24 \� <br />TTT <br />a O CB T-1 j Im-i2s�a>F SDCB-3 TYPE '", <br />o Imo' Z.rl"f01C5C s) PER STD DTL 403 & 41 C . <br />'�. Py� FIELD LOCATE <br />r PARKING LOT RESTORATION AS AT LOW POINT I I <br />e POWER VAULT / REQUIRED FOR POWER TRENCHING. RIM=127.35 I' I <br />SECTION PER DCSS 3-5.2 & STD DTL 326 IE (/ E) OUT=123.08 8" W) IN=123.08-"------- <br />IE (8" )_� I <br />95 LF 1-1/2" PE I <br />_ ____r � WATER SERVICE <br />n <br />POWER CONNECTION J - - <br />-� PARKING LOT RESTORATION AS I C <br />REQUIRED FOR WATER TRENCHING. <br />POWER VAUL} SECTION PER DCSS 3-5.2 &STD DTL 326 <br />\ I I I � <br />I <br />1 SITE 1 - UTILITY PLAN I <br />SCALE: 1" = 10' <br />1 <br />GRADING LEGEND <br />-000.00 EXISTING ELEVATION <br />.i 000.00 DESIGN ELEVATION o 5 10 <br />eel <br />- - _-__________. <br />____ _F___ 1T <br />127.51 127.68 r 1z .81 In.so <br />127 79 126.41 <br />127.50 <br />I � <br />1.75°0 I <br />2 <br />LOW POINT HANDRAIL I <br />12744 PER DETAIL <br />FFE: 127.80 5 / I <br />/P c2.o /I <br />P/e <br />6.3' I I <br />,e 1 <br />I I I <br />127.79 5.1' <br />127.54 �12683 1 <br />127.51 <br />737 127.68 11 <br />`12Z65 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 />)27.03 accessibility codes. 1:12 max ramp slope. <br />- 127Y75 <br />DEMO & REMOVE PLANTER 1.80% <br />FOR NEW WALKWAY ACCESS 127.14 m orI <br />PER STD DTL 312 <br />12716 <br />/ 127.22 121.1 .9 0 <br />12767 J <br />TEE INTO <br />EXISTING <br />SERVICE W �W <br />10 LF 6" PVC <br />S=0.020 FT/FT <br />SDCO. <br />I <br />W'-�' <br />RIM=126.81 <br />IE(8"W)IN=122.71I <br />IE IS" N) OUT-12 .7I1 <br />Uj <br />18 LF 8" PVC <br />S=0.020 FT/FT <br />CO <br />C <br />1" RPBA AND HOT BOX <br />PER STD DTL 518 <br />I <br />W <br />I <br />II <br />�It' �L <br />1" METER AT BACK OF SIDEWALK <br />OUTSIDE TRAVEL LANE PER STD DTL 501 <br />13 LF 1-1/2" PE <br />WATER SERVICE <br />W w W W W W <br />Y W-w <br />' W y W w-w <br />TIE INTO EXIST 4" DI. 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 />SLOPE VARIES FFE 127.80 <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 />94 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 12" y - - - - ' <br />RAMPS <br />T 1.5" DIA. STEEL PIPE <br />c L POURED IN PLACE - <br />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 />REVISIONS <br />Co 0 <br />Co 0 <br />LU 0 N <br />N a <br />LI N 0 <br />Z LU N O <br />Z <br />LU N <br />Z <br />o <br />0 <br />W <br />LLI co <br />N <br />-O <br />N <br />Q Q W <br />}a <br />1D 3 <br />J <br />O> <br />L) 1u <br />cc <br />N Ub <br />W <br />3 <br />CONCRETE RAMP NOTES: <br />U <br />z <br />1. CONCRETE SHALL BE CLASS 3000 CEMENT CONCRETE WITH AIR ENTRAINMENT <br />LU <br />G <br />3 <br />(4.5%MIN. AND 6.5%MAX.) <br />0 <br />n <br />2. SUB -GRADES SHALL BE COMPACTED TO NOT LESS THAN 95 % OF MAXIMUM DENSITY. <br />Z <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 />d 0 <br />--_ _ <br />COVERED BY WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER <br />Ll.l Z <br />C <br />_ _3 <br />INCLEMENT WEATHER. TIME BE FOR A MINIMUM 72 HOURS. <br />_� <br />CURING SHALL OF CURING <br />COMPOUND: TYPE ID, CONFORMING TO WSDOT/APWA STANDARD SPECIFICATIONS 9-23.2. <br />O <br />W "1 <br />F 11 <br />5. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4" RADIUS. <br />W 0 Q <br />:3L <br />*1 <br />W <br />6. CONTRACTOR IS RESPONSIBLE TO PROTECT CONCRETE FROM VANDALISM DURING <br />CONCRETE CURING PERIOD. <br />1. ALL CONCRETE SHALL HAVE A NON BROOM FINISH. <br />F <br />LL <br />O F <br />M <br />H i <br />-SLIP <br />REBAR TO BE AND BENT INTO WALKWAY FLOATS. <br />Z <br />8. CONTINUOUS <br />Z � <br />O F <br />w <br />U O <br />> <br />r <br />Z <br />LL <br />3. <br />F <br />F1 <br />IL-JI <br />HANDRAIL <br />c2o PER DETAIL <br />0 <br />V. <br />1 75% <br />.: _ SLOPE V-_ARIES <br />127.67 I C REPAIR ASPHALT AS C BUILDING FOUNDATION BY OTHERS NEW WALKWAY ACCESS PER STD DTL' <br />REQUIRED SECTION PER 312. SEE CONCRETE RAMP NOTES J// <br />' - - - - - - - - - - - DC55 3-5.2 &STD DTL 326 SEE CONCRETE SIDEWALK RESTORATION PER CITY <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 />DATE: <br />4/4/24 <br />JOB #: <br />24-033 <br />ro. <br />Know what's below. <br />Cell before you dig. <br />C21.0 <br />