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FIN. GR. 2 DEPTH MULCH, FIN. GR. LAWN FIXED ELEMENT, I.E.
<br /> ZIMMER GUNSUL FRASCA ARCHITECTS LLP
<br /> FIN. GR. PLANTING SOIL AT PLANTING AREAS
<br /> Y4" R. TOOLED EDGE, TYP. WALL, STEP, COLUMN,
<br /> NO SHINERS OR TOOL MARKS VAULT OR CURB FINISH GRADE FINISH GRADE, LOWER,
<br /> CONDITION VARIES
<br /> PORT
<br /> 1 2 3�g" CONTROL JOINT – 1 4
<br /> Y DEPTH OF SLAB FINISH GRADE SEATfLE
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<br /> COMPACTED � � � � N F 206 623 7828
<br /> SUBGRADE � �2„ � SLOPE www.zgf.com
<br /> A. CONTROL JOINT C. ISOLATION JOINT D. TYPICAL THICKENED EDGE E. ADDITIONAL THICKENED EDGE � = o = = COMPACTED CRUSHED
<br /> — = ROCK BASE contacts
<br /> CONCRETE FIRST POUR - — — — _ _ _
<br /> � � 3/8" -CONSTRUCTION JOINT � 4 3/ " LEGEND _— _ — = j DARREN REDICK
<br /> � CONCRETE SECOND 1 . CONCRETE WALK - REF. CIVIL FOR TYPICAL CONCRETE SECTION. - - - — Vice President Support Services
<br /> a,�; ' a d . ' � : � . � POUR � 2. REF MATERIALS PLANS FOR LOCAT►ON OF CONTROL AND CONSTRUCTION _�_— ___ � COMPACTED SUBGRADE
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<br /> 3. 3/8 ISOLATION JOINT MATERIAL. 170013th Street
<br /> _ _ Everett, WA 98201
<br /> . #4 SMOOTH TIE BAR 4. 1/4" RADIUS TOOLED EDGE. NO SHINER.
<br /> CAST IN FIRST POUR 3 5. THICKENED EDGE TYPICAL AT ALL SLAB EDGES. T 425-261-4057
<br /> 1 '-0" 1 '-0" C� 12" O.C. 6. ADDITIONAL THICKENED EDGE, WHERE IDENTIFIED ON PLANS. darren.redick@providence.org
<br /> ENLARGEMENT OF
<br /> B. CONSTRUCTION JOINT ISOLATION JOINT. KIMBERLY McHUGH
<br /> Senior Construction Project Manager
<br /> CONCRETE PAVING 3 CRUSHED STONE PATH Providence Health System
<br /> 1 SCALE: 1 " = 1 '-0" SCALE: NTS P.O. BOX 24883
<br /> Seattle, WA 98124
<br /> T 206-320-2585
<br /> kimberly.mchugh@providence.org
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<br /> onsu tants
<br /> NOTCH ALL POSTS,
<br /> EASE EDGES CIVIL ENGINEER
<br /> N Magnusson Klemencic Associates
<br /> 1301 Fifth Avenue, Suite 3200
<br /> 135° Seattle, WA 98101-2699
<br /> 1 '-0" CAP ENDS OF HANDRAIL
<br /> T 000-000-0000
<br /> 14" X �" STL. BAR LANDSCAPE ARCHITECT
<br /> SEE ENLARGED HANDRAIL POSTS
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<br /> HANDRAIL SECTION A 222 Eturia Street
<br /> AT RIGHT
<br /> Seattle, WA 9
<br /> T 206-285-3026
<br /> � ELECTRICAL ENGINEER
<br /> � EXP. �T., nP. ENLARGED SECTION A
<br /> � � �3�� - ��� 4100194 h SOtreetUSui e 400 RVICES
<br /> \ i Lynwood, WA 98036-4613
<br /> 1�" IPS GALVANIZED � �–�'� �`'
<br /> STEEL PIPE �p STL. DOWELS IN T 206-667-0553
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<br /> NOTES
<br /> 1 . PROVIDE SHOP DRAWINGS FOR ALL RAILINGS JIM KELLER
<br /> 2. ALL RAILINGS AND RAILING COMPONENTS TO BE HO LICENSE N0. 711
<br /> DIP GALVANIZED EXPIRES ON FEB. 24, 2017
<br /> 3. ALL WELDS TO BE CONT. & GROUND SMOOTH.
<br /> 9 STAI R AN D HAN D RAI L
<br /> SCALE: 1 " = 1 '-0"
<br /> PROVIDENCE REGIONAL
<br /> MEDICAL CENTER, NORTH
<br /> SITE DEVELOPMENT
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<br /> Regional �le�ical �ente�
<br /> ASPHALT A ,
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<br /> REF: CIVIL
<br /> STANDARD SOIL CITY OF EVERETT 1700 13TH STREET
<br /> PREPARATION, REF: L5.20 � � STANDARD CURB EVERETT, WA 98201
<br /> � TYPE E-1 ,
<br /> �
<br /> CITY OF EVERETT N REF: CIVIL Drawing Title
<br /> STANDARD CURB
<br /> SITE DETAILS &
<br /> TYPE E-1 , CONCRETE SIDEWALK,
<br /> REF: CIVIL REF: CIVIL SECTIONS
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<br /> REF: CIVIL
<br /> 13 SECTION AT PLANTING ISLAND
<br /> SCALE: 1/2" = 1 '-0" L3.00 PEMC_SITE DETAILS.DWG
<br /> Date: 01 JUNE, 2016
<br /> Job No: S23257
<br /> Drawn By: AF/JK
<br /> Checked By: JK
<br /> Drawing No.
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