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ORTABLE TEMPORARY <br />HAIN LINK FENCE <br />ANEL <br />LTER FABRIC: <br />MIRAFI 140NS <br />PHILLIPS 66 SUPAC 4NP <br />DUPONT TYPAR 3341 <br />OR APPROVED EQUAL <br />Z <br />YPICAL STABILIZER <br />:5 <br />RACKET <br />a <br />0 <br />OPENING <br />ISOMETRIC <br />TEMPORARY CONSTRUCTION <br />FENCE <br />FILTER FABRIC: <br />1. MIRAFI 140NS <br />2. PHILLIPS 66 SUPAC 4NP <br />3. DUPONT TYPAR 3341 <br />4. OR APPROVED EQUAL <br />COMPOST FILTER SOCK OR <br />SOCK FILLED WITH WOOD CHIPS <br />FINISHED PAVEMENT <br />8" MINIMUM <br />CROSS-SECTION <br />CONSTRUCTION FENCE WITH COMPOST SOCK DETAIL <br />SCALE: NTS <br />PAVED AREAS <br />NEW PAVEMENT OR PATCH <br />PAVEMENT TO <br />MATCH EXISTING (UNLESS SPECIFIED <br />OTHERWISE) <br />SAW CUT PAVEMENT AND APPLY TACK COAT <br />PRIOR TO PATCHING <br />------------ <br />,-H <br />6" M ITV <br />o <br />/�, <br />z <br />LLJ <br />z <br />SUITABLE FILL <br />N <br />„ <br />MATERIAL PER <br />u; <br />Lij <br />GEOTECH REPORT or <br />LOCAL JURISDICTION <br />O <br />0 <br />N <br />� <br />/\ <br />1:7,�? <br />SURROUNDING <br />Ill <br />FL 5 - <br />MATERIAL f <br />j` <br />i\ <br />CO <br />BEDDING MATERIAL <br />UNPAVED AREAS <br />MOUND BACK -FILLED SOIL <br />APPROXIMATELY 6". MAINTAIN POSITIVE <br />SLOPE TOWARDS CATCH BASIN(S) OR <br />CURBS(S) <br />MINIMUM BURIAL DEPTH <br />PER LOCAL JURISDICTION <br />BEDDING AND SURROUNDING <br />MATERIALS TO BE COMPACTED <br />MIN. D+11,5' ^UNDISTURBED <br />GROUND <br />MAX. D+2' <br />NOTES: <br />1. THE SURROUND MATERIAL MUST BE INSTALLED TO THE PAVEMENT BASE ELEVATION IF THERE IS LESS <br />THAN Z-0" OF FILL OVER THE PIPE. <br />2. COMPACT ALL BACK FILL UNDERNEATH, AROUND AND ABOVE PROPOSE PIPES TO 95% STANDARD <br />PROCTOR IN PAVED AND STRUCTURAL AREAS, 90% STANDARD PROCTOR IN UNPAVED OR <br />NON-STRUCTURAL AREAS. THE UPPER 12" OF TRENCH BACKFILL MATERIAL IN PAVED/STRUCTURAL AREAS <br />MUST BE COMPACTED TO 98% STANDARD PROCTOR (ASTM-698). <br />3, WHERE A PIPE HAS A SLOPE GREATER THAN OR EQUAL TO 4% OR WHERE GROUNDWATER IS PRESENT, <br />CLAY DAMS SHALL BE INSTALLED AROUND THE PIPE EVERY 100' TO PREVENT WASHOUT AROUND THE PIPE. <br />4. ALL SUITABLE FILL SHOULD NOT CONTAIN STONES GREATER THAN 4" IN DIAMETER, FROZEN LUMPS, AND <br />SHALL CONTAIN A MINIMAL AMOUNT OF ORGANIC MATERIALS (LESS THAN 3%). <br />5. MATERIAL IS TO BE PLACED AT NO MORE THAN 8" INTERVALS AND COMPACTED BEFORE PLACING NEXT <br />LAYER. <br />3 TYPICAL TRENCH DETAIL <br />- <br />SCALE: NTS <br />NEW TOW -AWAY SIGN TO BE <br />17"X22" (MINIMUM) AND <br />WALL MOUNTED WITH 1" HIGH <br />LETTERS (MINIMUM) <br />BLUE PAI <br />BACKGRI <br />COLORI <br />FEDERAL <br />STANDAF <br />WHITE Pi <br />SYMBOL <br />GRADE <br />SIGN TO BE CENTERED AT THE INTERIOR OF <br />PARKING STALL AND ALIGN WITH BOTTOM OF STALL <br />ACCESSIBLE PARKING SYMBOL DETAIL <br />SCALE: NTS <br />CONCRETE WASH <br />PAINT BOLLARD. SEE <br />SHEETA501 FOR <br />SPECIFICATION <br />4"0 STEEL PIPE <br />° <br />BOLLARD FILLED SOLID <br />WITH CONCRETE <br />°° <br />d <br />4811 <br />SLOPE CONCRETE BASE <br />° <br />AWAY FROM PIPE BOLLARD <br />° <br />° <br />1,L <br />At�, TOP OF PAVEMENT <br />REF. ELEV. 100'-0" <br />° <br />a <br />INSTALL 4" CONCRETE <br />° <br />SIDEWALK MINIMUM <br />° <br />#6 REINFORCING BAR <br />a <br />x 14" LONG, EACH <br />° ° <br />4211 <br />WAY <br />° <br />18" 0 CONCRETE <br />FOOTING MINIMUM <br />42" BELOW GRADE <br />— <br />° <br />611 <br />°'' <br />° d <br />2 PARKING <br />BOLLARD DETAIL <br />SCALE: 3/4" = V-0" <br />�Enrn <br />r�ee�s <br />a <br />RESERVED <br />PARKING o <br />o0 <br />o <br />YAN o � <br />ACCESSIBLE = a <br />$106 ONE FOR <br />VIOLATION <br />ELEVATION TYPICAL SITE PLAN <br />ACCESSIBLE PARKING DETAIL <br />SCALE: NTS <br />SCALE: NTS <br />17" <br />(MINIMUM) <br />UNAUTHORIZED VEHICLES <br />PARKED IN DESIGNATED <br />ACCESSIBLE SPACES NOT <br />DISPLAYING <br />DISTINGUISHING PLACARDS <br />OR SPECIAL LICENCE <br />PLATES ISSUED FOR <br />PERSONS WITH <br />DISABILITIES WILL BE <br />TOWED AWAY AT THE <br />OWNER'S EXPENSE. TOWED <br />VEHICLES MAY BE <br />RECLAIMED AT <br />MR. C'S TOWING OR BY <br />TELEPHONING (661) 948-8466 <br />ITAI ff., <br />•. <br />SCALE: NTS <br />SIGN <br />1.5" WEAR COURSE <br />2" BINDER COURSE <br />12" AGGREGATE BASE <br />N 2 <br />N Z <br />lD <br />O <br />00 <br />d <br />SECTION 4.6.4 OF THE ADAAS STANDARDS REQUIRES EACH ACCESSIBLE PARKING SPACE TO BE <br />IDENTIFIED WITH VERTICAL SIGNAGE, <br />THE SIGN DESIGNATING THE PARKING SPACE AS ACCESSIBLE MUST DEPICT THE INTERNATIONAL <br />SYMBOL OF ACCESSIBIUTY(ISAL THE SIGN MUST ALSO USE TEXT TO IDENTIFY THE SPACE AS RESERVED. <br />IT 15 RECOMMENDED THAT THE U.S. DEPARTMENT OF TRANSPORTATION STANDARD R 7-8 SIGN BE <br />MOUNTED IN FRONT OF AND CENTERED ON THE PARKING SPACE. <br />STATE AND LOCAL CODES MAY HAVE VARYING REQUIREMENTS SOME STATE OR LOCAL CODES REQUIRE <br />AN ADDITIONAL SIGN THAT INDICATES A FINE AMOUNT PARKING IN THE RESERVED SPACE WITHOUT <br />PARKING REGISTRATION FINE AMOUNT MAY VARY. <br />EACH VAN ACCESSIBLE PARKING AISLE IS ALSO REQUIRED TO BE IDENTIFIED WITH SIGN WITH THE TEXT, <br />"VAN ACCESSIBLE" MOUNTED BELOW THE ISA. IT IS REQUIRED THAT A SIGN BE USED TO DESIGNATE <br />EACH VAN ACCESSIBLE PARKING SPACE. <br />THE VERTICAL SIGNAGE IS REQUI RED TO REMAIN VISIBLE WITH A VEHICLE PARKED IN THE SPACE. <br />IT IS RECOMMENDED THAT THE BOTTOM EDGE OF THE LOWEST ADAAS REQUIRED SIGN BE MOUNTED <br />AT 60,rABOVE FINISH GRADE, THE PARKING SIGNAGE MAY ALSO BE MOUNTED ON A WALL OR <br />BUILDING. <br />IT 15 RECOMMENDED THAT THE HORIZONTAL DIMENSION FROM THE SIGN PLACEMENT TO THE FRONT <br />OF THE SPACE BE 60" OR LESS. IF THE SIGN IS LOCATED WHERE IT COULD BE DAMAGED BY VEHICLES, A <br />BOLLARD OR OTHER PROTECTION IS RECOMMENDED. <br />3m Minimum <br />Lath and flagging <br />on 3 sides <br />Sandbag <br />FBerm <br />Sandbag <br />10 mil plastic lining <br />Varies <br />A <br />�� <br />A <br />�� <br />1 m / <br />U <br />✓ - Berm <br />Section A -A <br />10 mil plastic lining <br />Plan Notes: <br />1. Actual layout <br />"� determined in the field. <br />Type Below Grade„ <br />2. A concrete washout <br />sign shall be installed <br />within 10 m of the <br />3m Minimum <br />temporary concrete <br />washout facility. <br />Wood frame <br />B <br />B securely fastened <br />around entire <br />perimeter with two <br />stakes <br />Varies <br />10 mil <br />plastic lining <br />Stake (typ.) <br />Section B-B <br />10 mil plastic lining <br />Two -stacked _/ <br />2x12 rough <br />Plan <br />wood frame <br />Type "Above Grade" with Wood Planks <br />NOT TO SCALE <br />Concrete Washout Area with Woad Planks <br />Revised June 2016 <br />D E P A(R'`�T M OF <br />(E�jN(T'"�` <br />ECL <br />`-' `� `�` i <br />Please see hitp:!/www.ecy.wa.gov/copyrtghf.html for copyright notice including permissions, <br />State of Washington <br />limitation of liability, and disclaimer. <br />SCALE: NTS <br />EXISTING PEDESTRIAN WALK <br />V.LF. <br />NOTE: <br />CODE OF REFERENCE ANSI A117.1 2009 SECTION 502 <br />EXISTING BUILDING <br />POST MOUNTED ACCESSIBILITY SIGN PER <br />ANSI A117.12009 CENTERED ON PARKING <br />STALL <br />ACCESS AISLE SHALL BE <br />MARKED SO AS TO DISCOURAGE <br />PARKING AND EXTEND FULL <br />LENGTH OF STALL <br />ANSI Al17.1 2009 <br />SECTION 503.3.4 <br />POST MOUNTED ACCESSIBILITY SIGN PER - <br />ANSI A117.12009 TO HAVE "VAN <br />ACCESSIBLE" SIGN BELOW DISABLED <br />PARKING SIGN CENTERED ON PARKING <br />STALL <br />SCALE: NTS <br />w <br />ZD <br />\\ <br />w <br />w U <br />J ¢ <br />zmN <br />q>-(D <br />Z <br />°°4UY <br />¢m <br />a <br />0 <br />a <br />ALL STRIPING AT <br />ACCESSIBLE <br />PARKING STALLS TO BE <br />BLUE <br />PAVEMENT SYMBOL <br />ANSI Al17.1 SECTION <br />502.7 <br />SLOPE 1:48 MAX. IN ANY <br />DIRECTION <br />AT ACCESSIBLE STALLS <br />AND AISLES <br />ANSI Al17.1 SECTION <br />502.2 <br />PAVEMENT SYMBOL - <br />ANSI A117.1 SECTION > <br />502.7 <br />sevan <br />660-CPS ENGINEERING II <br />Regional Office: <br />Projected Coalescing Plate Area = 444 Sq.Ft. 37704 Hills Tech Drive <br />*Design Flow Rate = 105 GPM (see back page) <br />Maximum Process Flow = 565 GPM Farmington Hills, MI 48331 <br />734.367.4445 Telephone <br />Full 180' Open <br />(Typical) Spring Assisted <br />- \ FGalvanized Diamond Plate Doors Corporate Office: <br />w/Locking Latch <br />4,_8" �r1 `\ Optional -Non Slip Doors 3025 Highland Parkway, Suite 850 <br />k; \ Downers Grove IL 60515 <br />(4) - 2 Ton Lift <br />r r dr7; ii''` 'T Anchors info@sevansolutions.com wwwsevansolutions.com <br />t <br />Ii 6�_8 INTEGRITY I RESPECT I TEAMWORK I EXCELLENCE I CHARD <br />Ir .!� _!/! 1. i'"e7 a - •$y _I lI 1 1 ITI I'll _e5">�a. <br />REVISIONS <br />NO. DATE DESCRIPTION <br />0 08,18.2020 OWNER REVIEW <br />1 09.24.2020 PERMITS <br />2 10.23.2020 PERMIT REVISIONS <br />3 11.17.2020 PERMIT REVISIONS <br />Note: Designed for 0 to 5'-0" of Cover <br />- 660-CPS is available set up for future installation <br />of coalescing media and designated as 660-CPS- <br />660-CPS 660-CPS <br />Oldcastle Precast' ILFile Name: D2o 66oCPs _ OIL / WATER SEPARATOR <br />PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: 2018 COALESCING - 105 GPM <br />Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.cam/wilsonville <br />660-CPS OIL/WATER SEPARATOR, COALESCING <br />C5.01 SCALE: NTS <br />660-CPS <br />Projected Coalescing Plate Area = 444 Sq.Ft. <br />*Design Flow Rate = 105 GPM No. 352P <br />Maximum Process Flow = 565 GPM 6'-8" <br />6'-01, Spring Assisted Galvanized <br />5'-6" Diamond Plate Doors <br />I w/Locking Latch <br />o._ --——.----_--- <br />Coo00 <br />(2) - 2-Ton Lift Anchors (2) - Dia. Lift Inserts <br />Oil Retaining Baffle PLAN VIEW 4" PVC INLET PIPE <br />4" PVC OUTLET PIPE Coalescing Media w/Flexible Connector & Tee <br />w/Flexible Connector &Sampling Tee Hold -Down 2-Ton Lift Anchor <br />Butyl Resin Sealant For Coalescing Media (1 Each Corner) <br />Sediment Weir Risers <br />i Flow Line Available <br />Li <br />�o W <br />a - <br />E -0° ° o o E <br />d. <br />a Al�- <br />0 <br />a <br />Q <br />0. <br />t o <br />° 0 _ I10 'o E <br />o <br />Q v o <br />0 0 # �m <br />o <br />d I. O <br />I <br />N <br />0 <br />r- 1 -6" -" L'F- S-O" —��� V-6" -� <br />SECTION AA <br />Basic Desian Information: <br />*DESIGN 100% Influent Characterics <br />FLOW EFFLUENT COLLECTED - Oil Specific Gravity = 0.88 <br />RATE QUALITY SIZE - Operating Temperature = 50` <br />- Influent Oil Concentration = 100 ppm <br />Notes: 105 GPM 10 ppm 60 Micron - Mean Oil Droplet Size = 130 Microns <br />- Static Water Depth = 4'-0" - .033 ft/min. Critical Oil Droplet Predicted Rise Rate <br />Prior to "Startup" of system, fill with clean water *Basic Design Information per Washington <br />to bottom of outlet pipe. For best results, fill to flow line. State Department of Ecology; User to Adjust <br />- Follow Regular Inspection, Cleaning, & Maintenance Estimates for Variations in Real Conditions. <br />Schedule (See Clean Out & Maintenance). <br />660-CPS 660-CPS <br />Oldcastle Precast` -File Name:020-660CPS OIL / WATER SEPARATOR <br />PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: 2018 COALESCING - 105 GPM <br />Tel: (503) 682-2844 Fax: (503) 682-2657 1 oldcastleprecast.com/wilsonyilie <br />0 ' tiTA I •11C <br />SCALE: NTS <br />I CONSULTANT I <br />SEAL <br />®4CiI r�.'i <br />CS <br />11 /18/202 <br />CUSTOMER <br />ELEvEn <br />PROJECT DESCRIPTION <br />RCC TENANT <br />IMPROVEMENT <br />PROJECT LOCATION <br />'SE EVEETT MALL WAY <br />EVERETT, WA 98208 <br />SHEET TITLE <br />SITE DETAILS <br />SHEET MANAGEMENT <br />PROJECT NO.: <br />DATE: 08.18.2020 <br />CAD FILE: C5.01.dwg <br />PROJECT MANAGER: M, PISKO <br />THIS DOCUMENT IS AND SHALL REMAIN THE PROPERTY OF <br />SEVAN MULTI -SITE SOLUTIONS, INC. <br />REPRODUCTION OR ALTERAI"ION OF THIS DOCUMENT WITHOUTTHE EXPRESSE <br />WRITTEN PERMISSION OF SEVAN MULTI -SITE SOLUTIONS, INC. IS PROHIBITED. <br />(NOT PUBLISHED: ALL RIGHTS RESERVED.) <br />COPYRIGHT BY SEVAN MULTI -SITE SOLUTIONS, INC. 2019 <br />SHEET NUMBER <br />C5901 <br />