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PG-5
<br />STRAIGHT ARROW
<br />8-FT, 0-IN X 10-FT, 0-IN
<br />USE TO DIRECT TRAFFIC AT ONE-WAY DRIVE AISLES.
<br />WHITE THERMAL -APPLIED GRAPHIC
<br />PG-10
<br />TRAFFIC ISLAND - 4-IN STRIPING OUTLINE AND HATCH
<br />USE TO STRIPE ENDCAPS AND/OR PROHIBIT VEHICLE TRAVEL AND PARKING.
<br />STRIPES; YELLOW AT NO TRAFFIC, BLUE AT ACCESSIBLE PARKING SPACES, WHITE
<br />AND VENDOR PARKING (BLACK INDICATES ASPHALT).
<br />PG-6L (PG-6R OPP.)
<br />LEFT (RIGHT) TURN ARROW
<br />8-FT, 0-IN X 8-FT, 0-IN
<br />USE TO INDICATE TURNING LANES.
<br />WHITE THERMAL -APPLIED GRAPHIC
<br />4VR T
<br />MARKI lW
<br />PG-12
<br />CROSSWALK - 12-IN STRIPING OUTLINE
<br />AND HATCH
<br />USE TO DIRECT PEDESTRIAN MOVEMENTS ACROSS DRIVE LANES.
<br />USE YELLOW STRIPES.
<br />PAVEMENT GRAPHICS NOTES
<br />1. REFER TO ENLARGED SITE PLAN/SIGNAGE AND STRIPING PLAN C201
<br />FOR LOCATIONS OF SIGNS ARE PAVEMENT MARKINGS.
<br />2. SIGNAGE, STRIPING, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE
<br />INSTALLED IN CONFORMANCE WITH THE LATEST EDITION OF THE
<br />MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
<br />3. ALL STRIPING SHALL BE LONG LIFE EPDXY RESIN AND 4 INCHES
<br />WIDE UNLESS OTHERWISE NOTED. ALL PAVEMENT GRAPHICS SHALL BE
<br />HOT -APPLIED THERMOPLASTIC (REFLECTIVE).
<br />4. COLOR SHALL BE WHITE ON ASPHALT AND YELLOW ON CONCRETE.
<br />ACCESSIBLE STALLS, AISLES, AND GRAPHICS SHALL BE PAINTED BLUE.
<br />5. ALL PROPOSED SIGNAGE AND STRIPING SHALL BE INSTALLED IN
<br />ACCORDANCE WITH THE TENANT FULFILLMENT WORLDWIDE REAL
<br />ESTATE SIGNAGE STANDARDS REVISION 16 DATED QUARTER 2, 2019.
<br />6. FINAL QUANTITIES SHALL BE COORDINATED AND VERIFIED IN FIELD.
<br />i PAVEMENT GRAPHICS
<br />IC8.001 NOT TO SCALE
<br />MAD RAX
<br />SHOWN WITH TOP REMOVED
<br />39,
<br />1-
<br />------ I __ 0
<br />ALLOW FOR LOADING OF BIKE.
<br />SUGGESTED CLEARANCE OF 69'
<br />(MINIMUM OF 48").
<br />46'
<br />PG-7R (PG-7L OPP.
<br />STRAIGHT OR RIGHT (LEFT) TURN ARROW
<br />8-FT, 0-IN X 12-FT, 0-IN
<br />USE TO INDICATE TURNING LANES.
<br />WHITE THERMAL -APPLIED GRAPHIC
<br />MADRAX DIVISION
<br />GRABER MANUFACTURING, INC.
<br />1080 UNIEK DRIVE
<br />WAUNAKEE,WI11117
<br />P(800)448-7931,P(608)849-1080,F(608)849-1081
<br />WWW.MADRAX.COM, E-MAIL SALESCo)MADRAX.COM
<br />EXPLODED COMPONENT VIEW
<br />❑ SOLID DOOR
<br />e._ v
<br />❑ BICYCLE PERFORATION DOOR
<br />:111,1 e<n t f I
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<br />CHECK LOCKING STYLE
<br />❑ HEAVY DUTY 4266 POP -OUT °r HANDLE OTHER AVAILABLE OPTIONS:
<br />PRODUCT: ML1-1 WITH 2 USER KEYS (KEYED DIFFERENTLY)
<br />DESCRIPTION: MADLOCKER BIKE LOCKER NUMBER PLATES
<br />❑ STEEL U-LOCK AND PADLOCK STYLE HANDLE GRAFFITI RESISTANT ADDITIONAL COATING
<br />1 UNIT -1 DOOR, 1 TO 2 BIKE CAPACITY
<br />DATE:10-2-18 (PADLOCK AND U-LOCK NOT INCLUDED)
<br />ENG:SMC
<br />CONFIDENTIAL DRAWING AND INFORMATION IS NOT TO BE COPIED OR DISCLOSED NOTES:
<br />TO OTHERS WITHOUT THE CONSENT OF GRABER MANUFACTURING, INC. 1. INSTALL BAKE RACKS ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
<br />SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. 2. CONSULTANT TO SELECT DOLOR (FINISH), SEE MANUFACTURER'S SPECIFICATIONS.
<br />3. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER.
<br />C2018 GRABER MANUFACTURING, INC. ALL PROPRIETARY RIGHTS RESERVED.
<br />3 BICYCLE LOCKER
<br />JC8.001 NOT TO SCALE
<br />S-1 S-2 S-3 S-7 R) (SHOWN) S-7 S-1 1 L) SHOWN S-11
<br />STOP SIGN DO NOT ENTER SIGN SPEED LIMIT 5 MPH (OPPOSITE ARROW1 (R) (OPPOSITE ARROW).
<br />ONE WAY NO LEFT TURN
<br />30-IN X 30-IN (SINGLE LANE) 30-IN X 30-IN 24-IN X 30-IN (SINGLE LANE)
<br />36-IN X 36-IN (MULTIPLE LANE) MUTCD: R5-1 30-IN X 36-IN (MULTIPLE LANES) 12-IN X 36-IN 24-IN X 24-IN
<br />MUTCD: R1-1 DO NOT MOUNT ON BACK OF STOP SIGN MUTCD: R2-1
<br />MUTCD: R6-1 MUTCD: R3-2 (R3-1 OPPOSITE)
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<br />TRUCKS DROP-OFF
<br />3 6.b"
<br />- QUEUING/LOADING
<br />QUEUINGlLOADING
<br />S-14 ;
<br />NO PARKING 36-0°
<br />AS-2 48 0"
<br />12-IN X 18-IN
<br />MUTCD: R7-1 TRUCKS/VISITOR USHER
<br />AS-32 ,(L) (SHOWN)
<br />36-IN X 24-IN AS-16.1 AS-16.2 AS-32 (R) (OPPOSITE ARROW)
<br />WAYFINDING WAYFINDING AS-32 (S) (STRAIGHT)
<br />PICK UP/DROP OFF
<br />48-IN X 60-IN 48-IN X 60-IN
<br />36-IN X 24-IN
<br />2-PT
<br />-ONQ STEEL
<br />14 =M;,g,
<br />rELLcw"
<br />LANDSCAPED FAINTED
<br />ISLAND MLAND
<br />U-Ie U-Ir
<br />FRONT/REAR 91 PE
<br />ELEVATION ELEVATION
<br />LiG>�T POLE SIGNS
<br />ALL POLE MOUNTED SIGNS S4-IA,L.L 59
<br />A,rTAr_HED USING "LOCK BOLTS" TO
<br />PRF-VI:NT LOOSENING FROM WINi) OR
<br />oTWER 06RA"1"1ow
<br />MOUNTING TO CONCRETE SLAB
<br />GAM STEEL
<br />CHANEL POST,
<br />PRIME AND
<br />PAINT BLACK
<br />- - /
<br />GALVANIZED ,
<br />STEED SQUARE
<br />'
<br />SURFACE -MOUNT
<br />U
<br />POST ANCHOR W/
<br />(4) 3/8* X 5*
<br />R, K
<br />LAG BOLTS
<br />CONCRErE SLAB-X
<br />MOUNTING NOTES
<br />SPECIFICATIONS
<br />THE FOLLOWING SPECIFICATIONS REPRESENT THE MINIMUM STANDARDS FOR THIS PROJECT. MATERIALS PROVIDED AND INSTALLED SHALL BE IN ACCORDANCE WITH WSDOT AND CITY OF EVERETT REQUIREMENTS.
<br />DESCRIPTION
<br />POST AND PANEL SIGNS WITH STANDARD SIZED "MUTCD" AND CUSTOM SIGN FACES.
<br />MATERIALS AND CONSTRUCTION
<br />1. SIGNS TO CONSIST OF ALUMINUM SIGN PANEL ON 2-INCH SQUARE STEEL POST.
<br />2. PANEL TO CONFORM TO "MUTCD" SPECIFICATIONS. SOLID ALUMINUM PANEL, 0.08-INCH THICK. COMPOSITE MATERIALS ARE NOT ACCEPTABLE.
<br />3. POSTS ARE TO BE 2-INCH SQUARE STEEL, 12 GA. 7/16-INCH PERFORATION ON 1-INCH CENTERS. FOUR SIDES TO BE APPROXIMATELY 12-FEET LONG.
<br />4. SUPPORTS ARE TO BE SUFFICIENT FOR SECURE MOUNTING OF SIGN.
<br />5. ALL HARDWARE SHALL BE NON -CORROSIVE. IF ADDITIONAL THICKNESS OF MATERIAL OR ADDITIONAL INTERNAL BRACING IS REQUIRED FOR SECURE INSTALLATION OR TO PROVIDE STABILITY, ALTERATIONS SHALL BE
<br />REFLECTED IN SHOP DRAWINGS. WIND LOADING AND DURABILITY SHALL BE TAKEN INTO ACCOUNT IN THE ENGINEERING OF THE SIGN.
<br />6. GRAPHICS AND TYPOGRAPHY SIGN GRAPHICS ARE TO BE HEAVY DUTY '3M' REFLECTIVE VINYL.
<br />7. CUSTOM GRAPHICS AND TYPOGRAPHY SIGNS ARE AVAILABLE FROM THE OWNER AS ELECTRONIC FILES.
<br />8. COLORS ARE INDICATED ON THE DESIGN INTENT DRAWINGS. ADDITIONAL COLOR AND FINISH SPECIFICATIONS ARE FOUND IN THE GENERAL SPECIFICATIONS.
<br />9. ALL SIGNS INDICATED "DOT" SHALL CONFORM TO THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FROM THE FEDERAL HIGHWAY ADMINISTRATION.
<br />INSTALLATION
<br />1. LOCATIONS ARE GENERALLY NOTED ON THE SIGNAGE AND STRIPING PLAN SS101.
<br />2. SINGLE POST MOUNTING SHALL BE USED FOR SIGNS WITH A WIDTH OF 30 INCHES OR LESS. MOUNTING U-1 e SHALL BE USED FOR SIGNS IN COMPACTED EARTH/GRAVEL OR SIDEWALK. MOUNTING U-1 c SHALL BE
<br />USED FOR SIGNS ON CONCRETE OR ASPHALT PAVING.
<br />3. MOUNTING U-1 e PROVIDES A 36-INCH MOUNTING TUBE (2 1/4-INCH SQUARE STEEL POST DRIVE TO 1- TO 2-INCHES ABOVE GRADE. THE MOUNTING TUBE IS PAIRED WITH AN 18-INCH BREAKAWAY SUPPORT
<br />TUBE (2 1/4-INCH SQUARE STEEL POST). THE SIGN POST SINKS TO THE BASE OF THE ANCHOR TUBE AND FASTENS TO THE ANCHOR TUBE AND BREAKAWAY SUPPORT WITH AN ANGLE BOLT.
<br />4. TYPICAL SIGN PANEL INSTALLS BOTTOM OF SIGN AT 7-FEET, O-INCHES ABOVE FINISHED GRADE. THE POST EXTENDS TO WITHIN 2 INCHES OF THE TOP OF THE SIGN PANEL. INSTALLATION SHALL BE PLUMB, LEVEL,
<br />AND STRAIGHT.
<br />5. DOUBLE POST MOUNTING TO BE USED FOR SIGNS WITH A WIDTH OF GREATER THAN 30 INCHES. MOUNTING U-2 PROVIDES TWO POLE SUPPORT SIMILAR TO THE MOUNTING U-1 e. ADDITIONALLY, U-2 REQUIRES
<br />CROSS BRACING OF STRUCTURAL ANGLE ON THE BACK OF THE SIGN FACE.
<br />6. TOP OF U-2 MOUNTED SIGN SHALL BE AT 8-FEET, 0-INCHES ABOVE FINISHED GRADE. INSTALLATION SHALL BE PLUMB, LEVEL, AND STRAIGHT.
<br />7. MOUNTING U-2 PROVIDES A 36-INCH MOUNTING TUBE (2 1/4-INCH SQUARE STEEL POST EMBEDDED IN CONCRETE WITH 1-IN TO 2-IN ABOVE GRADE). THE SIGN POST SHALL BE INSERTED 6-8 INCHES INTO
<br />THE MOUNTING TUBE AND ATTACHED WITH A STAINLESS STEEL ANGLE BOLT AND NUT. MOUNTING U-2 IN CONCRETE OR ASPHALT PAVING IS DISCOURAGED.
<br />8. THE INSTALLATION METHODS AND DETAILS FOR EACH LOCATION SHALL BE ILLUSTRATED 1N THE SUBMITTED SHOP DRAWINGS. FINAL LOCATION WILL BE APPROVED ON THE SITE BY THE TENANT OR HIS
<br />REPRESENTATIVE.
<br />9. SIGN POSTS INSTALLED IN COMPACTED EARTH OR SIDEWALK SHALL BE 18-INCHES (MIN.) FROM FACE OF CURB.
<br />SIGNAGE NOTES
<br />1. REFER TO ENLARGED SITE PLAN/SIGNAGE AND STRIPING PLAN C201 FOR LOCATIONS OF SIGNS ARE PAVEMENT MARKINGS.
<br />2. SIGNANGE, STRIPING, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE INSTALLED IN CONFORMANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES (MUTCD).
<br />3. PROPOSED SIGNAGE AND STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE TENANT FULFILLMENT WORLDWIDE REAL ESTATE SIGNAGE STANDARDS VERSION 1, DATED
<br />QUARTER 3, 2020.
<br />4. FINAL QUANTITIES SHALL BE COORDINATED AND VERIFIED IN FIELD.
<br />5. ADDITIONAL SIGNAGE MAY BE REQUIRED PER LOCAL CODE AND/OR AHJ. SUBCONTRACTOR SHALL COORDINATE WITH LOCAL AHJ AND PROVIDE AS REQUIRED.
<br />6. TYPICAL SIGN FONT IS SET IN ARIAL
<br />2 SITE SIGNAGE
<br />IC8.001 NOT TO SCALE
<br />Civil & Environmental
<br />Consultants, Inc.
<br />4350 NORTHERN PIKE, SUITE 141
<br />MONROEVILLE, PA - 15146
<br />724-327-5200.800-3899-3610
<br />w .cednc.com
<br />DESCRIPTION A DATE
<br />ISSUE FOR PERMIT 05.05.2021
<br />PROJECT STATUS
<br />Permit Set
<br />JOB NUMBER
<br />CEC 306-447
<br />DRAWN BY CHECKED BY
<br />GRP JAM
<br />SHEET TITLE
<br />DETAILS SHEET
<br />SHEET NUMBER
<br />C8mOO
<br />
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