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PAVEMENT OR LANDSCAPING, WIDTH PER PLAN I��TIElfBIE�.']C 1C11�'��.
<br /> 2" HMA CL 1/2", PER PLAN ��]�][Q�]�
<br /> PG 64-22
<br /> 4� ASPHALT TREATED BASE (ATB) EXTRUDED CEMENT � EXISTING BUILDING ��������
<br /> CONCRETE CURB PER MONOLITHIC CURB AND SIDEWALK
<br /> COE STD PLAN N0. 311 MATCH EX. GRADE PER COE STD PLAN N0. 312
<br /> :; AT BUILDING EDGE ����
<br /> s��������� � -�a � _ ��� ��£ � � � �4 ����� ����� � �_�� ��� ���� . �� � VARIES
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<br /> �r �� �.a_ � _����` �� .. �;�e�� � �� �
<br /> � � PAVEMENT Ev�rr,Wae�rc�roN
<br /> ° ,���� 2�
<br /> �=���� ; �_ � �.� .��� — EXISTING OR PROPOSED
<br /> � -. • ..... .. : : �...� .. : .::; �:. �:.� . � -�. ... .�:.. �:.� � � PAVEMENT PER PLAN
<br /> � r\ r\ r\ r\ i\ r\ r\ i\ \ i\ i\ i\ i\ i\ i\ r\ r\ i\ i . .. . . ,`. : .. ` � . - . . .:. ..� :` �. .� � -. ..
<br /> ��A�.�A��A�y��iy��iA�iA���V�iA�iA�iA:'V�/A�/������'�.i.;����,'�����',y
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<br /> �,�� , .:.. _.:
<br /> ��� �, :.?.�.
<br /> COMPACTED SUBGRADE �� �' MAINTAIN EX. GRADE
<br /> NOTES: NOTES:
<br /> AT EXISTING PAVEMENT
<br /> 1. PRIOR TO CONSTRUCTION, VERIFY EXISTING PAVEMENT 1. PRIOR TO CONSTRUCTION, VERIFY EXISTING PAVEMENT
<br /> SECTION. IF EXISTING SECTION DIFFERS FROM THIS SECTION. IF EXISTING SECTION DIFFERS FROM THIS _ �
<br /> DETAIL, NOTIFY ARCHITECT AND ENGINEER. DETAIL, NOTIFY ARCHITECT AND ENGINEER.
<br /> ASPHALT PAVING DETAIL A VERTICAL CURB DETAIL e SIDEWALK DETAIL � ' e1600
<br /> 1601 5th Avenue, Suit
<br /> SCALE: 1" = 1' — SCALE: 1" = 1' — SCALE: 1' = 2" — seattie, WA 98101
<br /> � 206.622.5822
<br /> www.kpff.com
<br /> CENTER
<br /> ON STALL HANDICAP PARKING SIGN. FIELD WHEEL STOP, WHERE
<br /> " - � VERIFY THE SIGN LOCATION RELATIVE
<br /> 2.5' TO THE CURB AND OR RAMP. 2 5, SHOWN ON PLAN
<br /> CURB FACE � CURB FACE (CENTERED ON STALL) CURB FACE
<br /> � WHEEL STOP, WHERE SHOWN ON
<br /> PLAN (CENTERED ON STALL)
<br /> I
<br /> Z
<br /> Q
<br /> �
<br /> �
<br /> Q 4" WHITE PAINTED Q 4" WHITE PAINTED � 4" WHITE PAINTED
<br /> � �, STRIPE (TYP) � STRIPE (TYP) � STRIPE (TYP)
<br /> � w
<br /> a. c�
<br /> J "COMPACT" LETTERING,
<br /> Z Z CENTER ON STALL
<br /> J ¢S' ACCESS PARKING SPACE J
<br /> SYMBOL PER COE STD COMP 6"
<br /> PLAN N0. 724
<br /> �
<br /> �
<br /> 6n WIDTH PER PLAN
<br /> WIDTH � ��, A�x V.���
<br /> PER PLAN WIDTH PER PLAN WIDTH PER PLAN ,�,���,�oF � �f�,��,�
<br /> �
<br /> ACCESSIBLE PARKING STALL D PARKING STALL DETAIL E COMPACT PARKING STALL DETAIL F = �y�
<br /> NTS — NTS — NTS — ��'o�,�,�'8G sTE'��,���
<br /> SSIoxA�. ��
<br /> 6'
<br /> I I� NON—SHRINK
<br /> n GROUT
<br /> 7
<br /> ,
<br /> ELEVATION REBAR 1�5 F'roject Number: xxxxxx
<br /> � (2 TOTAL� Issued For:
<br /> � � Public Works Permit
<br /> w January 26, 2018
<br /> �
<br /> W ° 10" ATTACHMENT DETAIL
<br /> o � ��`"� Date:
<br /> ;
<br /> �
<br /> � 6n ��� PLAN PINNING HOLE, TYP --�����""`�`�y�L�� ������`� 01-26-2018 Public Works Permit Sub.
<br /> � (2 TOTAL� � ..,. ` ����.� qased
<br /> � NOTES: � � een n
<br /> ' ared,in�art,
<br /> � has b Ce b; ofihers.Thougn
<br /> T 1. THE NON—SHRINK GROUT USED TO ATTACH THE PRECAST CURB SHALL _�r�s�s c�o�`��nsoK�r�a��on provided � ��e base�on
<br /> EXISTING WHEEL STOPS LOCATED ON—SITE
<br /> � n MAY BE RE—USED IN PLACE OF THE n e�5 b a}�t�nfarma��O�a�'�thi�d���e Ump��on�ho���
<br /> CONSIST OF 3:1 SAND AND CEMENT. GROUT TO A DEPTH OF 1 FROM ' ,.��,��2�niormat�°�,�6� �
<br /> � THE TOP OF THE WHEEL STOP. WHEEL STOP SHOWN IN THE DETAIL the�a�r r ��ra ngthe dr �i g` 'accur����� �����S�
<br /> °� be m � �" � D�te
<br /> �
<br /> g 2. LOCATIONS FOR VIIEEPHOLES AND V—SLOTS SHALL BE IDENTIFIED ON THE J; ne y , � ��r�,;t�n5�"���°�.. Sheet Title:
<br /> ' WHEEL STOP SHOP DRAWINGS. g � �'"�'�'
<br /> � �-����-�'t+e PAVING DETAILS
<br /> N 3. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
<br /> Prin�.�tam� �
<br /> PSI AT 28 DAYS.
<br /> y WHEEL STOP DETAIL �
<br /> U
<br /> � SCALE: 1" = 1' — Sheet Number:
<br /> �`
<br /> �
<br /> �
<br /> • Call 811 C4 � 1
<br /> N
<br /> � • ��"�R..���.,;�
<br /> N •two business days
<br /> before you dig
<br />
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