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• <br /> OFFICE BUILDINGS I I <br /> LOTS 14-20 <br /> ASSUMED TOP=60.0 INSTALL <br /> A ' o <br /> A . r CB-TYPE B PER COE STD PLAN 0403 IE=57,5-OUT- ERARY lit <br /> v et-1{ 7 TOP=60.15 FA,10=57.68 IN&OUT FILTER SOCK EXISTING THUJA <br /> " " <br /> WIFLOATABLE MATERIAL SEPARATOR PER OCCIDENTALALIS <br /> ~ COE STD PLAN 0410 ck TO REMAIN <br /> �»L'v>y ' \ SOWO <br /> • <br /> 6�7.. - pp 8.FT-B'DUCTILE IRON OR ADS N-12@1% <br /> 131.0' ` "" "'�' <br /> e•• _ CONNECT TO SDMH <br /> JX0x., 8.5' 1°O� IE-IN TO SDMH=57,fi <br /> RAISED PLANTER ,,i Tn 19 4' <br /> 18 It. <br /> ALONG FRONT - as:- 28 27 26 24 2J 21 g 20 <br /> LOT LINE a O 17-FT-8'DUCTILE IRON OR ADS N-12 @ 1% <br /> w <br /> • • CB-TYPE AW/GRATED LID <br /> EXTR DED v 7 _ 4- Y`, '4fF PER COE STD PLAN 0402 <br /> CURB-33 LF c" , _,r�- -- \ �` `' 1 o 1ETOP40.5 <br /> *-_ li2.50 ' gyp,, ,p1 X 2 -4 J IE=57.85 <br /> 6 4‘ 10 10 11 12 13 14/` 165 15 1`1165 16 17 STANDARD <br /> /mss. 4,L CO3 62 UD N ASE * w <br /> 7t o <br /> AREA OF ASPHALT (Y-l _ ���� a <br /> ] t PAVEMENT. 8.860 SF `"--- "' -��"�� <br /> A <br /> I <br /> a_ WHEEL STOP k a <br /> RAISED P TER _ ( ) '\-y -3,4 , = <br /> 11. + _ <br /> ALONG FRONT �, \ 6 6 7 8 9 `4, Q <br /> LOT LINEIIII �� 0 1 2 3 4 5 /'11 <br /> EXTRU ED 9/3 �V ,-. %114 °i, /a /_ 1 <br /> . / h. 6/ / [:1 CURB 24 LF ' � �, 1+ /q /1��. .S",..;.•:..:..:...........................:... :...._ s <br /> ,,,••:-:...".••••''''''':- <br /> ':-10'`:.........:..;..,..:..;..:..:.^IBA"5"•...... /q <br /> 7Ln, 2'GRAVEL FOR GRADE <br /> *sp6 �-� , �,, TRANSITION FROM EDGE <br /> 6 �1 i OF PWT TO BASE OF <br /> 2'X 2'UGHT 6 ASPHAL MEWING 10 0 <br /> 10 20 30 <br /> STANDARD BA 4 THICKENED j _. <br /> CURB EDGE OFFICE BUILDING <br /> LOTS 4,5 Scale 1' = 20' <br /> NOTE;TO OBTAIN CORRECT <br /> 2915 McDougal Ave,Everett,WA <br /> PAVING NOTES: SCALE,DRAWING TO BE PRINTED <br /> ON AN I I"X 17"FORMAT <br /> 1. EXISTING CRISHED ROCK ON SITE MAY BE USED FOR BASE MATERAIL, <br /> 2. 4"CRUSHED SURFACING TOP COURSE ABOVE BASE MATERIAL MAY BE REQUIRED AT THE DESCRETION OF THE <br /> PAVING CONTRACTOR IN ORDER TO PREPARE AN ADEQUATE SURFACE FOR PLACEMENT OF ASPHALT. PREPARED BY: DONNA L BRESKE PE,LLC <br /> 3. PLACE 2.5"CLASS 9 ASHPALT(COMPATED DEPTH) <br /> 6621 FOSTER SLOUGH ROAD <br /> LEGAL DESCRIPTION ZONING SNOHOMISH,WA 98290 <br /> EVERfTT DIV 1 PLAT OF BLK 689 0-00-LOTS I,2&3 9-3 GENERAL BUSINESS DISTRICT PHONE:425-334-9980 <br /> DonnaBreske n comcast.net <br /> PAVEMENT, DRAINAGE & STRIPING PLAN DATE:2-4-14 <br />