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<br /> Architecture
<br /> (N)AC PAVING, al CO�.�UI�I�g
<br /> �, SAWCUT FULL DEPTH z' RADIUS C� EDGE OF CONC
<br /> NEW ASPHALT PAVING � �
<br /> NEW BASE TYP (E)AC PAVING N ' NTE 5%SLOPE LAWN/LANDSCAPE
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<br /> (E)SUB-aASE AT ASPHALT (N�SU&-BASE AT ASPHALT: ' -i�I-I I I—I I I=I I I—I I I=I I I=I I I I I I I I I ` • P: '•'':` � I I=I I I I I I=I I I I I I—I I I I I I—I I I I I I=I I I=I I I—I I I
<br /> INSTALL 8" OF CRUSHED AGGREGATE BASE, '' -i I I-I I I—I I I—I I I—I I I—I I I—I I I I I I 8 ° • • • � I I I—I I I—I I I—I I I—I I I—I I I—I I I=I I I=I I I—I I I—I I I=1 I �
<br /> COMPACT TO 95%MAX. DENSITY PER ASTM D-1557 ��-��� ��( ���-��(-���-���_�:. °. . < ': o . :° ��-���-���-���-���-���_���-���-���-1 I I-���
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<br /> SUB BASE AT ASPHALT: �I I„�I I I--I I I—Ial I�-f �a��� •. _ . I I I—I I I—I I I—I I I—I I I�;,I I I-�i�—
<br /> INSTALL 8"CRUSHED AGGREGATE BASE. �I(_,�iI I I iI I I�_ i _= - I I-I I I I I Ii��I I I-1I I-
<br /> THE BASE MATERIAL SHALL BE COMPACTED CONTRACTOR'S NOTE: #4 REBAR AS SHOWN .- -I I I I I I ,,I I I-1 I 1=
<br /> TO 95%MAX DENSITY PER ASTM D-1557 "FEATHERING" OF AC PAVING NOT AGCEPTABLE. 6" CHARLES PICK, ARCHITECT
<br /> MINIMUM DEPTH FOR (N)AC IS 12'.
<br /> 9�5� R��aISTER�
<br /> 7 NEW ASPHALT PAVING 5 FLUSH TRANSITION C (N)ASPHALT PAVING TO EXISTING 1 CUR� TR�4NSITION C CONCRET� OR �SPHALT TO LAWN / LANDSCAPE � ����,T�� �.
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<br /> SCALE: 1 1/2" = 1'-0" SCALE. 1 1/2" = 1'-0" SCALE: 1 1/2" = 1' 0" c�� ,��
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<br /> aTAT� C�F '�J'A;I�t�l�T�?P�
<br /> ' #3 REBAR C� 18" o.c. BOTH WAYS AT AREAS
<br /> OF SOIL EXPANSION,OTHER LOCATIONS USE EXPIRATION DATE:6/18/2017
<br /> 6"x 6"WIRE MESH. 48"MIN WIDTH
<br /> (N)2" OVERLAY (IF APPLICABLE) Z' RADIUS C� EDGE OF CONC
<br /> INSTALL 4" POURED CONCRETE SIDEWALK, NTE 1 1/2" CLR
<br /> NEW CONCRETE PAVING (N)PETROMAT SHOWN DASHED, 5% GRADIENT AND 2% CROSS SLOPE, UNLESS
<br /> EW BASE 12" BEYOND EXTENT OF REPAIR (IF OVERLAY) OTHERWISE SPECIFIED. 48"MIN WIDTH AT SLOPE TO DRAIN, NTE -
<br /> SIDEWALK. 2%CROSS SLOPE
<br /> �DEPTH AS SPECIFIED ON PLANS CUT & PATCH POT HOLES OR
<br /> / PROVIDE CONTROL JOINTS AT ALL CORNERS
<br /> GED REPLAC
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<br /> 1Z DAMA AREAS- E AC AND AT 48"o.c. _ t EXISTING OR NEW CONCRETE CURB LEGEND
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<br /> � S 4"MIN CRUSHED AGGREGATE aASE, =I I I=I I I=I I I I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I—I I I=I I I=I I I ` ___ — — _ __
<br /> (E)SUB-BASE AT ASPHALT — I - - I I—I I I—I I I I I I—I I I—I I I=I I I=I I I=I I I=I I I—I I I—I I I=I I I � ' . � I I I—I I I—I I I=I I I I I I—I I I--I I I—I I I=I I I—I I I=I I I=I I A ": (N)CONCRETE ANTICIPATED,
<br /> BASE MATERIAL SHALL BE COMPACTED - _ -I I I=I I I=I I I=I I I=I I I= I I= I I- I I= - . _ _ _ _ _ _ _ _ _ _
<br /> S — I I I I I I—I I I=I I I=I I I ` - �; �' °a> I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I I I I—I I I .;. VERIFY IN FIELD
<br /> � TO 95%MAX DENSITY PER ASTM D-1557 ���=���_���_���=�((_���_���_)��_���-���-)��_���=���=���_���=��� •..�:�:" : : '�'. ': ���=���=��(_���=���=���=���=���=���=���-���=�� r...'.:.° ..'.._.'�.�' ..,.: .
<br /> ' SUB BASE AT ASPHALT: "'—"'—"'—"'—"'—"'—"'—"'—"' I I I—I I I=I I I=I I I—I I I=I I I °:' :°a - .:: '' I I=I I I=I I I—I I I I I I—I I I=I I I—I I I=I I I=I I I—I I I=111— ' ' ' (N) GRaDING, AC PAV�NG
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<br /> CONTR.4CTOR'S NOTE: AT ADJACENT EXISTING ''=1 I I-I I I-)I I-I I I-I I I '. :: �o;`. ::�:': -I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I;I I I-��' � ' '% ' '% ' '% OR L,a,NDSCAPE
<br /> INSTALL 8" CRUSHED AGGREGATE BASE, ;i_ ,. .; ,. ., ,. .
<br /> SUB BASE AT ASPHALT: THE BASE MATERIAL SHALL BE COMPACTED CONCRETE WALKS, SET DOWELS (REBAR)WITH I I(�i�I I(��- ��R. ,;. �:'::;.. °:� I I-I I I I I I I I I-I I I-I I I-I I I=��� �, • , , ,
<br /> INS�ALL 8" CRUSHED AGGREGAT� BASE, TO 95%MAX DENSITY PER ASTM D-1557 HILTI OR EPDXY EVERY b". #4 REBAR AS SHOWN =I I I- I-_ I I I-I I I=I I I--I I I=I I�-_ ��
<br /> ��- = I I-I I I I I=I I I=1 I 1="' (E) WALL TO REMAIN
<br /> THE BASE MATERIAL SHALL BE COMPACTED
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<br /> TO 95%MAX DENSITY PER ASTM D-1557 6"
<br /> - _ _ — (E) WALL TO BE REMOVED
<br /> ������1/l/� (N) INTERIOR PARTITION
<br /> 8 NEW CONCRETE PAVING 6 PAVING REPAIRS �t OVERLAY ( IF APPLICABLE) 2 CURB TRANSITION C (N)CONCRETE FLATWORK TO ASPHALT PAVING (N) 1 HOURRATEDWALL
<br /> SCALE: 1 1/2" = 1'-0" StALE: 1 1/Z" = 1'-0" SCALE: 1 1/2" = 1'-0"
<br /> DRAWING REVISION �OG
<br /> PERMIT SUBMITTAL 2/1/2017
<br /> 48"MIN WIDTH
<br /> �1 OWNER REVISION 3/15/2017
<br /> INSTALL 4" POURED CONCRETE SIDEWALK, NTE 1 1/2" LR Z' RADIUS C� EDGE OF CONC
<br /> 5%GRADIENT AND 2% CROSS SLOPE, UNLESS '
<br /> OTHERWISE SPECIFIED. 48"MIN WIDTH AT SLOPE TO DRAIN, NTE ASPHALT PAVING �2 PLAN CHECK 1 3/28/2017
<br /> SIDEWALK. 2% CROSS SLOPE
<br /> PROVIDE CONTROL JOINTS AT ALL CORNERS .
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<br /> � S��p�CpN�NT 4"MIN CRUSHED AGGREGATE BASE, I I I-I I I=I I I -I I I-I I I=I I I=I I I-I I I-I I I-I I I-I I I=_� � � � ° o� __I I I=I I I-I I I-I I I-I I I-I I I-I I I-I I I I I I-I I I I I I-I(
<br /> ' ' . In, �! U E� BAS�nnaTERIAL SHA�L BE COMPACTED ' I I I—I I I I I I I I I—I I I—I I I—I I I I I I I I I— =i�'
<br /> ' ' :'.:.'• ANYD�R� F NT T095%MAXDENSITYPERASTMD-1557 ����I����-��� ��� ���-�_�_� ���-��� ���_���_���_���=o o ' ° . I ��������������������������III���III���������������������II����-
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<br /> °°° o°�°o 00 0°o°° � ���°�ROSS S 8�339° CONCRETE WALKS� SET DOWELS (REBAR) WITH �
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<br /> HILTI OR EPDXY EVERY 6".
<br /> � �PE IN NC�T� ,4VAI RE
<br /> \ ANY p�R���/o�?� �
<br /> �T \ TRUNCATED DOMES i APARTMENTS
<br /> \ � FLUSHTRANSITIONAT 3 FLUSH TRANSITION C (N)CONCRETE FLATWORK TO ASPHALT P�4VING
<br /> \\ LEVEL LDG
<br /> \\ SCALE: 1 1/2" = 1'-0"
<br /> \\ NTE 6" RISE 2 RENOVATION
<br /> A5.3
<br /> �\ ��
<br /> \ \\ (N)ASPHALT SURFACE NTE 2% ACCESSIBLE AISLE
<br /> \\ SLOPE IN ANY DIRECTION \
<br /> NOTE: \
<br /> SEE DETAIL SHEET A8.1 FOR CURB CUT RAMP, PARKING SPACE DESIGN, \
<br /> // GROOVED BORDER, TRUNCATED DOMES, SIGNAGE&PAINT STRIPING \\\
<br /> �� / �\ 4s°MIN WIDTH PROJECT �OCATION:
<br /> / // / \\ \ INSTALL 4" POURED CONCRETE SIDEWALK, NTE 1 1/2" LR '-" RADIUS C� EDGE OF CONC
<br /> / // \\\\ \ 5% GRADIENT AND 2% CROSS SLOPE, UNLESS Z
<br /> 5 OTHERWISE SPECIFIED. 48"MIN WIDTH AT SLOPE TO DRAIN, NTE LAWN/LANDSCAPE 824 W CAS I N 0 ROAD
<br /> A5.3 / // � So \\\�
<br /> // �\�L�� SIDEWALK. 2% CROSS SLOPE
<br /> � � `�"�� EVERETT, WA 95204
<br /> PROVIDE CONTROL JOINTS AT ALL CORNERS
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<br /> � - I I—I I I—I I I—I I I—I I I—I I I—I I I—I I 1=1 I I—I I 1=1 I I—I I I
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<br /> / �� N � \� A5.3 ' � o 0 0 0 0 0 0 0 � o 0 0 0 0 0 0 0 0 0 —III—III—III—III—III—III—III—III—III—III—III—II SHE�T �I�LE.
<br /> � 4' MIN CRUSHED AGGR�GATE BASE, _ � I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I I I I—I I I—I I I—
<br /> — — —
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<br /> BASE MATERIAL SHALL BE COMPACTED
<br /> TO 95% MAX DENSITY PER ASTM D-1557 =I I(=I I I=I I I=)I I=I I I=I I I=I I I=I I I ��� ���-���-���-��� (�� ��� ���-��� ���-��� , ��� ���-�� I I-I I I- � -i i �i� "'-"'-
<br /> � I I 1=1 I 1=I I 1=1 I 1=1 I I=1 I 1-1 I I...I I I—I I I-I I 1=1 I I—I I I=���--i i i_ �i�—���—���—���—���- —
<br /> -iii-���-���-�� - �
<br /> IF TRAN51710N5 EXCEED 5%, CONTRACTOR'S NOTE: AT ADJACENT EXISTING
<br /> PAVING DETAILS
<br /> CONTACT ARCHITECT
<br /> CONCRETE WALKS, SET DOWELS (REBAR)WITH
<br /> HILTI OR EPDXY EVERY 6".
<br /> 9 BUILT UP P,4VEMENT AT ACCESSIBLE AISLE / PARKING
<br /> ;
<br /> SCALE: 1/4�� = ��-o�� 4 FLUSH TRANSITION C (N)CONCRETE FLATWORK TO LAWN / LANDSCAPE '
<br /> SCALE: 1 1/2�� _ ��-o�� SCALE: AS NOTED
<br /> i
<br /> Copyright 2017 by Charles Pick, Architect and Basis Architecture �t Consulting Inc.
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