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Nelson Architecture&Interiars, Inc.
<br /> NOTES
<br /> FINAL JOINT MUST 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE
<br /> 1/2"R 1"R 1"R BE SAWCUT BACKFILIED AND PATCHED WITH TEMPORARY
<br /> S� EXISTING ASPHALT ASPHALTATTHE END OF EACH WORK DAY,UNlESS 1200 Fifth Ave., Suite 1300
<br /> �P��qR� 6" � CONCRETE ASPHALT CONCRETE(2"MIN) PERMISSION IS GRANTED TO DO OTHERWISE BY THE Seattle, WA 98101
<br /> qe�F � OPEVAR\PB�E TO MATCH EXISTING THICKNESS CITY ENGINEER. (206 408-8500
<br /> - I � S� ' � i I- EXISTIN6 CEMENT �
<br /> -� � � , i � CONCRETE ... 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE www.nelsonwOrldwide.aom
<br /> � d a 6"MIN '.'a_ - � .. SAWCUT OR UNE DRILL UNDERlYIN6 CONCREfE PERMANENTLY PATCHED WITHIN 2 WEEKS OF
<br /> a
<br /> � �o � � • ' 4 - 6"MIN CEMENT CONCRETE TO COMPLETION OF WORK WITHIN ROAOWAY AREA. CIiC�It Repr�lltative:
<br /> a a � MATCH EXISTING THICKNESS 3. CEMENT CONCRETE FOR PATCHING SHALL BE �O(1eS L.aflg LaSaII@
<br /> � - -- COMMERCIAL MIX AS CALLED OUT IN WSDOT Nidc Mandelenakis
<br /> � a == PAVEMENT ==== ° � 6"MIN CRUSHED SURFACING TOP COURSE STANDARD SPECIFICATIONS. SOO FIftI1 AV@. 16Nt FlOOf,
<br /> � a a Q � SEE STANDARD DRAWING 614 5��,WA 98104
<br /> � Te1: 360.552.5469
<br /> �o d a � EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE nidc.mandelenalds@am.jll.com
<br /> a � /slrchibect:
<br /> a
<br /> NELSOt�
<br /> 8" � 6" � NELSON WORLDWIDE
<br /> f'---'"� FINAL JOINT MUST PfOJECt COlI�Ct:Theresa Hayes
<br /> BE SAWCUT Tel: 206-408-8526
<br /> ASPHALT CONCRETE(3"MIN) Email: thayes@NelsonWW.com
<br /> EXISTING ASPHALT REPLACEMENT PATCH TO BE
<br /> CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED
<br /> TYPE E-1 CURB TYPE E-2 CURB . _ __..
<br /> 6"MIN 6"MIN CRUSHED SURFACING Civll E1lgilteer:
<br /> TOP COURSE Frm: Parametroc
<br /> Attn: Darren Sandeno
<br /> 2-3/4" 6^ 2-3/4" 2-3/4" 6�� 2-3/4" -SEE STANDARD DRAWING 614 T�: 253.604.6767
<br /> � � - E-mail: dsandeno@parametrix.corn
<br /> a EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
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<br /> Q1��R e 1"4Z a �
<br /> � �, a � FINAL JOINT MUST
<br /> `-' BE SAWCUT
<br /> 3 �� ° - 3 CEMENT CONCRETE(8"MIN)
<br /> Z d � a a � EXISTING CEMENT REPLACEMENT PATCH TO BE
<br /> � � w CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED
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<br /> 0 11-1n" ; CITY OF EVERETT o 6��MIN 6��MIN CRUSHED SURFACING CITY OF EVERETT
<br /> � i �R�' PUBLIC WORKS DEPARTMENT = TOP COURSE �R� pUBLIC WORKS DEPARTMENT
<br /> �
<br /> o Q orvF�a�� sa+�w�+ uuw�a.. �e. o Q GrERYAN SA55 TOM HOOD PAUL WILHE�M �WRB
<br /> RVANSA55 TOMHOOD PAULWIIHELM was SEE STANDARD DRAWING 614
<br /> o,., 04/26/20ll o� ,E 04/26/20ll
<br /> �� TYPE E-3 CURB TYPE E-4 CURB n���� �� '� ����
<br /> o� TYPES E-2, E-2, E-3 & E-4 0� E X I S T I N G C E M E N T C O N C R E T E O V E R P R E P A R E D G R A D E PAVEMENT PATCHING DETAILS �-`�
<br /> �s� CEMENT CONCRETE CURB&GUTTER 309 E�� 326 B A N K O F A M E R 1 C A�'��
<br /> � � SILVER LAKE
<br /> ; SITE IMPROVEMENTS
<br /> � NOTES NOTES
<br /> �
<br /> PIPE ALLOWANCES 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR PI PE ALLOWANCES 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR
<br /> SHOWN IN THE PRECAST BASE SECTION,FIBERS SHOWN IN THE PRECAST BASE SECTION,FIBERS
<br /> MAXIMUM (PLACED ACCORDING TO THE WSDOT STANQARD MAXIMUM (PLACED ACCORDING TO THE WSDOT STANDARD 1803 112TH ST SE
<br /> PIPE MATERIAL INSIDE SPECIFICATIONS),OR WIRE MESH HAVING A PIPE MATERIAL INSIDE SPECIFICATIONS),OR WIRE MESH HAVIN6 A
<br /> DIAMETER MINIMUM AREA OF 0.12 SQUARE INCHES PER DIAMEfER_ MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT
<br /> _ EVERET, WA
<br /> REINFORCED OR 12„ FOOT SHALL BE USED WITH THE MINIMUM REINFORCED OR SHALL BE USED WITH THE MINIMUM REQUIRED
<br /> PLAIN CONCRETE REQUIRED REBAR SHOWN IN THE ALTERNATIVE PLAIN CONCRETE lZ REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE
<br /> PRECAST BASE SECTION. WIRE MESH SHALL NOT SECTION. WIRE MESH SHALL NOT BE PLACED IN THE
<br /> ALL METAL PIPE 15" BE P�,acE�iN THE KNocKours. FRAME AND VANED GRATE ALL METAL PIPE 15" KNOCKOUTS.
<br /> *CPSSP 12„ 2. THE KNOCKOUT DIAMETER SHALL NOT BE *CPSSP
<br /> (WSDOT STD.SPEC.9-05.20) GREATER THAN 18". KNOCKOUTS SHALL HAVE A 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER WA4-1
<br /> (WSDOT STD.SPEC.9-05.20) 12� THAN 20". KNOCKOUTS SHALL HAVE A WALL
<br /> FRAM E AN D VANED GRATE SOLID WALL PVC WALL THICKNESS OF 2"MINIMUM TO 2.5" 3 „ SOLID WALL PVC THICKNESS OF 2"MINIMUM TO 2.5"MAXIMUM. . � 0
<br /> 15" MAXIMUM. PROVIDE A 1.5"MINIMUM GAP 3�` � 15" PROVIDE A 1.5"MINIMUM GAP BETWEEN THE NSRP VERSION. •
<br /> (WSDOT STD.SPEC.9-05.12(1)) BETWEEN THE KNOCKOUT WALL AND THE I� �0�� (WSDOT STD.SPEC.9-05.12(1))
<br /> PROFILE WALL PVC �' PROFILE WALL PVC KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. �U LLETIN. i-�O i�
<br /> I WSDOT STD.SPEC.9-05.12 2 15�� OUTSIDE OF THE PIPE.AFTER THE PIPE IS i 15�� AFTER THE PIPE IS INSTALLED,FILL THE GAP WITH
<br /> INSTALLED,FILL THE GAP WITH JOINT MORTAR IN WSDOT STD.SPEC.9-05_12 2 JOINT MORTAR IN ACCORDANCE WITH STANDARD
<br /> ,��,, *CORRUGATED POLYETHYLENE ACCORDANCE WITH WSDOT STANDARD S�" *CORRUGATED POLYETHYLENE WSDOT SPECIFICATION 9-04.3.
<br /> 3R 5
<br /> �Q �0,, STORM SEWER PIPE SPECIFICATION 9-043. ISSU@: NO: Da�:
<br /> STORM SEWER PIPE
<br /> 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE
<br /> 3. THE MAXIMUM DEPTH FROM THE FINISHEO TO THE LOWEST PIPE INVERT SHALL BE 5_5'. ISSUE FOR P7M REVIEW 10/04/2019
<br /> S, GRADE TO THE LOWEST PIPE INVERT SHAIL BE 5.5'.
<br /> 5 2",4",6",12"OR 24" 4. THE FRAME AND GRATE MAY BE INSTALLED WITH ISSUE FOR PERMIT 02/18/2020
<br /> 4. THE FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE DOWN,OR INTEGRALLY CAST INTO THE
<br /> THE FLANGE DOWN OR INTEGRALLY CAST INTO ADIUSTMENT SECTION WITH FLANGE UP.
<br /> THE ADIUSTMENTSECTION WITH FLANGE UP.
<br /> 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
<br /> � 2",4",6",12"OR 24" 5. THE PRECAST BASE SECTION MAY HAVE A FLOOR,AND THE WALLS MAY BE SLOPED AT A RATE
<br /> ; ROUNDED FLOOR,AND THE WALLS MAY BE ' ONE#3 BAR HOOP FOR 6"HEIGHT OF 1:24 OR STEEPER.
<br /> SLOPED AT A RATE OF 124 OR STEEPER. INCREMENT,SPACED EQUALLY
<br /> 6. THE OPENING SHALL BE MEASURED AT THE TOP OF
<br /> 6. THE OPENING SHALL BE MEASURED AT THE TOP � THE PRECAST BASE SECTION.
<br /> oFrHE PRECASTaASESEcrio►v. RECTANGULAR ADJUSTMENT SECTION
<br /> ONE#3 BAR HOOP FOR 6"HEIGHT 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER
<br /> INCREMENT,SPACED EQUALLY 7. ALl PICKUP HOLES SHALL BE GROUTED FULL AFTER I THE BASIN HAS BEEN PLACED. � .
<br /> THE INLET HAS BEEN PLACED. �
<br /> RECTANGULAR ADJUSTMENT SECTION � 61 �sF zz.•
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<br /> ' /� \ /� � � x #3 BAR EACH (i / �� � � CORNER ACH i �
<br /> 3 R Q � I 3 CORNER i �
<br /> � ���� ,� I 1 � I // ( � ( / I I Z 18"MIN
<br /> o � CORNER ACH � � � #3 BAR HOOP ' / \ �/ I � .
<br /> Q � ,� � ` i _ 18"MIN i ( � ( � �
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<br /> o #3 BAR EACH CORNER � / / ' N i o � /�I � �� `�{ #3 BAR HOOP / '
<br /> w ( � #3 BAR HOOP � WSDOT STD PLAN B-25.60-00 ACCEPTABLE SUBSTITUTE w � �� WSDOT STD PLAN B-5.20-01 ACCEPTABLE SUBSTITUTE I
<br /> #3 BAR HOOP � / � /
<br /> o . �� �'� ' CITY OF EVERETT o %' �� � CITY OF EVERETT �.NrE
<br /> � � � #3 BAR EACH SIDE _ � PUBLIC WORKS DEPARTMENT �- LS
<br /> z �� PUBLIC WORKS DEPARTMENT �r �
<br /> � ONE#3 BAR � #3 BAR EACH WAY � � - ��� � �
<br /> � ACROSS BOTTOM �ERYANSlSS HEATHERGRIFFIN PAUIWILHELM WRB � �ERYANSASS HEATHERGRIffIN PA LU WILHEIM ��WRB
<br /> o `3/oi%Zoi� a ALTERNATIVE PRECAST BASE SECTION o3/o�/zov
<br /> w PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION �"`°°�"�"�'� w PRECAST BASE SECTION ���� _
<br /> E Q (SEE NOTE 1) CONCRETE INLET � 401 f Q (SEE NOTE 1) CATCH BASIN TYPE 1 � 402
<br /> _� --- 1-- _' __ �,s�,ec���,�
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<br /> Know what�s below. HARDSCAPE, GRADING, AND
<br /> DRAINAGE DEfAILS
<br /> Call before you dig.
<br /> Proj. No: 19.)OOOOC.XX Reviewed By: SN
<br /> Drawn By: KB Approved By: SN
<br /> HS -03
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