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1 I 2 I 3 I 4 1 5 <br /> 6 <br /> • <br /> DYKEMAN <br /> ARCHITECTURE * DESIGN <br /> www.dykeman.net 716 Wes Marine View Drive <br /> CURB FACE 425259.3161 (T) 2nd Floor/Ev t'WA 98201 <br /> EXTRUDED CEMENT CONCRETE CURB 41) <br /> E <br /> E 41) TYPE E-1 CURB AND <br /> SIDEWALK (MONOLITHIC) CONSULTANT: <br /> 4" WHITE PAINTED <br /> SLOPE VARIES STRIPE (TYP.) <br /> SEE GRADING PLAN z <br /> -a <br /> '� zZr/rzzu(r/zlruu/zzriirzZrZrure/!J/<r�J///lZ//zrlr/�. rTrr rftri�irri�zz�zzzr{r�ZtzzzszsZt�Jz�z�zrZz�jzzzi�z/r�zzriz z zizzzz z - zz - 1 <br /> l .�l ( /L rr�iiZr/tlrzzri�z�z�rzr z cii�i/�'lr�-r�'rrr • / j T <br /> o n o �o . o n o o ° o '•p ° o .O•° o ° a•_ o o' -, .,o. _ •• '• •. .• •. .. .. .••. <br /> ix <br /> \� �� \/ \''' 7 <br /> � \9 `\�p` C ' a ° o�n Z e <br /> \ / //\ / ' ' \ %*' / "'`'//` /0\//"/\'')/v7\°7Co 2 '' <br /> n oco ° o:o on oo ^o n n .o. .°•o o. o - / , , <br /> ,\\,\\/\\/\ \\.\\/\\/\/� / o' '\'/\\< //a/ >// <br /> \\ /\\\i\% >/�\%//\/,,>/ \\° •;‘:;'1. <br /> o n o n // <br /> r' <br /> 3" HMA CLASS 1/2" <br /> 2" CSBC -J 1601 5th Avenue,Suite 1600 <br /> Seattle,WA 98101 <br /> 4" CSBC 206.622.5822 <br /> www.kpff.com <br /> 6" GRAVEL BORROW <br /> WIDTH <br /> PER PLAN <br /> REGISTRATION STAMP: <br /> ,.p G. CIS <br /> LOT SECTION STANDARD PARKING STALL �� rt.* , <br /> PAVING THRU PARKINGOT A <br /> , u) <br /> SCALE: 1" = 4' <br /> .:1.-....0.i NTS C4.0 /� <br /> _ �" 1209 <br /> ''Poi, 'P� 1 STER <br /> 4)SIONAL t4', <br /> PROJECT IDENTIFICATION: D <br /> D <br /> HANDICAP PARKING SIGN. <br /> CENTER SEE NOTE 3 Evergreen Branch <br /> ON STALLWHEEL STOP <br /> Library <br /> NOTES: Expansion <br /> GI 22.2' CURB FACE 2.5' <br /> � 1. R7-801 SIGN INDICATING A PARKING SPACE OR STALL FOR A <br /> EXTRUDED CEMENT CONCRETE CURB I -s - 1 N 1 ' ' PHYSICALLY DISABLED PERSON SHALL BE INSTALLED BETWEEN FOR <br /> 1 HANDICAPPED " " <br /> LANDSCAPE IMPROVEMENTS I 12.0 EXISTING CURB & GUTTER I SYMBOL 36 AND 84 ABOVE THE SIDEWALK SURFACE. City of Everett <br /> SEE LA PLANS OUTSIDE DRIVEWAY <br /> W 4" WHITE PAINT 2• AN ACCESS PARKING SPACE SYMBOL, PER WSDOT STD PLAN <br /> SLOPE VARIES 1 1.5% H-5C IS REQUIRED FOR EACH ACCESSIBLE PARKING STALL. <br /> - <br /> 7== "'' '4STRIPE (TYP.) A BLUE BACKROUND AND WHITE BORDER ARE REQUIRED WHEN AT_T 2' (nP°) Evergreen THE SYMBOL IS INSTALLED ON A CEMENT CONCRETE SURFACE. <br /> 6 9512 <br /> 1 1/2" HMA CLASS 1/2" 1!_i OVERLAY 3. FIELD VERIFY THE EXACT LOCATION OF THE HANDICAP Way <br /> SIDEWALK - <br /> SEE LANDSCAPE 8' 8' PARKING SIGN WITH RESPECT TO THE ADA RAMP AND Everett WA 4 <br /> FOR SCORING ANDII, ' II IISIDEWALK. <br /> FINISH IN ROW. 11' VAN \WIDTH PER PLAN <br /> STREET AND PARKING SECTION B ACCESSIBLE PARKING STALL 2 BID SET <br /> SCALE: 1" = 4' C4.0 <br /> SCALE: 1" = 10' C4°0 <br /> This drawing is: <br /> C 1. Copyright 2017 Dykeman, Inc. C <br /> 2.The Architect's Instrument of Professional Service. <br /> 3. For use on this project only. Obtain Architect's <br /> written permission for any other use or reproduction. <br /> PROJECT NUMBER: <br /> 1700170 <br /> REVISIONS: <br /> 5" MARK DATE DESCRIPTION <br /> 1 08-07-17 DD COST EST. <br /> 08-17-17 DD SUBMITTAL <br /> _� I 08-14-18 PERMIT SUBMITTAL <br /> — <br /> \- #3 BARS (2) 2" CLEAR (TYP.) 1----- 09-10-18 BID SET <br /> ELEVATION <br /> 6' <br /> I <br /> Q� <br /> 3 <br /> 9" <br /> cs <br /> 13/16" DIA. HOLES <br /> Be PLAN <br /> PROJECT TEAM: <br /> o PRE[� (� c (� Q Q [� PRINCIPAL IN CHARGE: I MAV <br /> CAST KURU BUMPER PROJECT MANAGER: I AGC <br /> cl PROJECT ENGINEER: I CB <br /> DRAWN BY: I TAD <br /> 0 <br /> L....4" d'ik <br /> KEYPLAN: <br /> W 21/4" -i F I----21/4" NON-SHRINK <br /> Z .<1I teGROUT <br /> 'e • < <br /> A <br /> #3 BARS (2) #6 BAR (2) m <br /> 8 1/2" <br /> Ix) <br /> p. <br /> ATTACHMENT DETAIL <br /> NOTES <br /> 1. THE NON-SHRINK GROUT USED TO ATTACH THE PRECAST CURB SHALL CONSIST OF 3:1 <br /> R. SAND AND CEMENT. GROUT TO A DEPTH OF 1" FROM THE TOP OF THE BUMPER. <br /> 2. LOCATIONS FOR WEEPHOLES, AND V-SLOTS SHALL BE IDENTIFIED ON THE DELIVERY <br /> t.N <br /> ORDER DRAWINGS. DRAWING TITLE: <br /> 3. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. HORIZONTAL <br /> A A <br /> CONTROL AND <br /> WHEEL STOP 3 <br /> �a <br /> NTS C4.0 PAVING DETAILS <br /> N <br /> N <br /> DRAWING NUMBER: <br /> 030 <br /> N <br /> r <br /> O <br /> d <br /> N <br /> ,,, C4 . 1 <br /> 1 <br /> 1 <br /> 1 2 I 3 I 4 1 5 I 6 <br />