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NE 1/4, SEC 13, T.28N., R.04E., W.M.
<br /> �o" SNOHOMISH COUNTY, WASHINGTON
<br /> 2 1/2" 5" 2 1 2"
<br /> � ��2�� R Q.�-'� SI EWALK�PER STANDARD DRAWING 312 4 � NOTES
<br /> ya y 1. lEQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE.
<br /> (TYP 2PL) pa � �a _ O NOTES S��`` . � � _ �
<br /> 3 � � W � W W W W 2. 3/8"WIDE FULL OEPTH EXPANSION 101NT.
<br /> � D � D ^ 2 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. � W � � W
<br /> � ' P �' � � P� ` ` ` ` 3. 3/8"WIDE FULL DEPTH EXPANSION 1QINT IF NOTE
<br /> ri
<br /> ��� R � pd ��� pd ° . ^ EXIST SIDEWALK 2. 3/8"WIDE FULL DEPTH EXPANSION 101NT. QPQ�� . ` .. W W � 1 ABovE IS 15'OR GREATER.
<br /> PAVEMENT W . .
<br /> (TYP 2PL)-\'� , a p i 6a p a 3. 3/8"WIDE FULL DEPTH EXPANSION JOINT IF W � W " " ` ` -9 z 4. WITHIN THE CITY RIGHT-OFWAYTHE DRIVEWAY
<br /> W W W - ` SHALL BE SURFACED WITH ASPHALT OR CONCRETE.
<br /> .� . N O T E 1 A B O V E I S 1 5'O R G R E A T E R. y y � �. 1
<br /> AS SPECIFIED EXIST TYPE A W W W W W W W W W LL W W W W y " y "� y ` y �` 5. THE DRIVEWAY RAMP INC�UDING WING RAMPS
<br /> CURB W W W W 4. WITHIN THE CITY RIGHT-OF-WAY THE ORIVEWAY SHALL BE CONCRETE COMMERCIAL MIX AS CAILED
<br /> ` " ` ` y 4 SHALL BE SURFACED WITH ASPHALT OR W W
<br /> . y � �" _____ _--- - ----- " � 5 � " W � OUT IN WSDOT STANDARD SPECIFICATIONS,A MIN
<br /> SEE NOTE 3 FOR ��j CONCRETE. z „o�o, y " � " W " OF 6"THICK AND PIACED ON A MINIMUM OF 2"
<br /> #3 BARS ADHESIVE ALTERNATE �- � � � y y ,� �, CRUSHED SURFAqNG BASE CdURSE COMPACTED
<br /> 3
<br /> RB � S. THE DRIVEWAY RAMP INCLUDING WING RAMPS � � �� � W W y �. + W W . y W y TO 95%MAXIMUM QENSITY.
<br /> EXTRUDED CEMENT CONCRETE CU �1 SHALL BE CONCRETE COMMERCIAL MIX AS y W W W y
<br /> 6. MAINTAIN 1 2"LIP AT GUTTER.
<br /> � � CALLED OUT IN WSDOT STANDARD � / � , �
<br /> 15� \�� �� \ W . � W z SPECIFICATIONS,A MIN OF 6"THICK AND PLACED �� �� LL W W W W W W W y W
<br /> � �� ON A MINIMUM OF 2"CRUSHED SURFACING ��
<br /> � O W W W W W BASE COURSE COMPACTED TO 95%MAXIMUM ,,�, s y W W
<br /> 1'-0" 1'-0" 1'-0" 1'-0" W W W W ` W ` W W W W W y W y
<br /> s6'" �� 5 \ W y W W W y DENSITY. ��
<br /> � . . W . � � ""
<br /> � W W ` 6, MAINTAIN 1/2" LIP AT GUTTER. 9 �� � �
<br /> n n n n \ � ��� W W . W . W . 6 \ ��� �� � � . W .
<br /> -v � ' r � W . .
<br /> ��� W � ��, � \� � W y
<br /> O � � �- W . 1 , . � � . � . y . y � � y �
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<br /> , , , Wyyy � yy � yy
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<br /> , � W . . � . W . W
<br /> #3 BARS CEMENT CONCREfE CURB 6 � � \��\ �� y W W . W W W W � � `
<br /> CUT/SAWED JOINT i ,� Z ` "
<br /> SPACING OF ANCHOR BARS I s�,
<br /> NOTES: � ' - ' °
<br /> ��' EXIST MONOLITHIC ��c Z��
<br /> 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15'CLS. THRU JOINTS cuRa arvo sw ,
<br /> SHALL BE PLACED ONLY AT POINTS OF TANGENCY ON STREET ALLEY AND PAVEMENT
<br /> DRIVEWAY RETURNS AND WHERE THRU JOINTS OCCUR IN THE PAVEMENT SLAB. PaRKwav SIDEWALK PARKWAY SIDEWALK
<br /> (VARIES) 4 VARIES �
<br /> 2% � 2%
<br /> 2. CONCRETE SHALL BE CL4SS 3000 OR COMMERCIAL WITH AIR-ENTERTAINMENT. „ s'MIN s�MIN u - 6 ,
<br /> a -�-- i----
<br /> 3. AT THE CONTRACTOR'S OPTION CONCRETE CURBS MAY BE ANCHORED TO THE � EXIST EXIST 4 , . ` �_
<br /> EXISTING PAVEMENT EITHER BY PLACING STEEL TIE BARS 1 FOOT ON EACH SIDE Y 6 o a PavEmENT- z� MIN CRUSHED SURFACING z� MIN
<br /> OF EVERY JOINT, OR BY USING AN ADHESIVE. THE ADHESIVE SHALL MEET THE z PAVEMENT- � 2�° 2% BASE COURSE CRUSHED
<br /> REQUIREMENTS OF SECTION 9-26.1 OF THE WSDOT/APWA STANDARD ' suRFac�r,� ° CITY OF EVERET7
<br /> � BASE COURSE `
<br /> SPECIFICATIONS FOR TYPE ll EPDXY RESIN. o '
<br /> E� �' PUBLIC WORKS DEPARTMENT
<br /> SECTION A-A SECTION B-B
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<br /> a �,�_s�ss roMr+ooa Pnuiwi�nami xma 4�26f2017
<br /> o - USING TYPE A-1 CURB USING MONOLITHIC CURB&SW F
<br /> 1 XTRUDED CEMENT CONCRETE CURB � i 5 MONOLITHIC CURB CEMENT CONCRETE "'"°"°°"""�
<br /> '" &SW - DRIVEWAY RAMP TYPE - 3 317
<br /> C'3.j N.T.S. (CITY OF EVERETT STD. 310) �
<br /> o z��MIN CRUSHED � CITY OF EVERETT
<br /> � BasE couRSE ' � � PUBLIC WORKS DEPARTMENT 4 CEMENT CONCRETE DRIVEWAY TYPE-3
<br /> z
<br /> � SECTION A-A SECTION B-B
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<br /> po _i ftYAN5AS5 TOMHOOD PAULWILHELM o W�WRB G�26�ZO17 N.T.S. (CI7Y OF EVERETT STD. 317)
<br /> USING TYPE A-1 CURB USING MONOLITHIC CURB&SW s,pNpqappapw,N��a C3.1
<br /> 6" CEMENT CONCRETE
<br /> a� DRIVEWAY RAMP TYPE - 1 315
<br /> 5.5" ��"
<br /> �/2�R 1 fZ
<br /> 2%
<br /> �
<br /> � '� 3 CEMENT CONCRETE DRI VEWA Y RAMP T YPE-1
<br /> � ° � R�_ C3.1 N.T.S. (CI1Y OF EVERETT STD. 315)
<br /> L P - , �
<br /> � � D D d
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<br /> � ��2M .o D j � . �. D . . ° ° >'� i�
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<br /> D/W CUT �'_'a.�--D_-_-.----'---�'_--^o
<br /> --------�------
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<br /> �-__-' � ' NOTES WATER NOTES:
<br /> ------------- ,
<br /> �SEE NOTE 9 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SEWER NOTES.
<br /> 24� PIPE ALLOWANCES SHOWN IN THE PRECAST BASE SECTION,FIBERS
<br /> MAXIMUM (PLACED ACCORDING TO THE WSDOT STANDARD A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT q. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT
<br /> 3 PIPE MATERIAL INSIDE SPECiFICATIONS),OR WIRE MESH HAVING A BY MEANS OF AN APPROVED B,4CKFLOW PREVENTION DEYICE PRIOR TO STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS.
<br /> 3p; 0�� DIAMETER MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SATISFACTORY FLUSHIN6, TESTING, DISINFECTION, AND RECEIPT OF
<br /> p; �0�� REINFORCED OR SHALL BE USED WITH THE MINIMUM REQUIRED SATISFACTORY BACTERIOL061CAL TEST RESULTS.
<br /> REBAR SHOWN IN THE AITERNATIVE PRECAST BASE B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED,
<br /> � PLAIN CONCRETE 12 SECTION. WIRE MESH SHALL NOT BE PLACED IN THE CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED,
<br /> NOTES. � S�� ALL METAL PIPE 15" KNOCKOUTS. B r�ENPUBL�C WORKS DEPARTIUENT AT THE �LOPER'S EXPENSEBTHE AND APPROVED BY THE CIT1' INSPECTOR.
<br /> 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. *CPSSP PUBUC wORKS DEPARTMENT SHALL BE GiVEN AT LEAST 5 BUSINESS
<br /> 12„ 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED
<br /> 2. DUMMY JOINTS SHALL BE PLACED ON 15 FOOT CENTERS. DUMMY JOINTS (WSDOT STD.SPEC.9-05.20) THAN 18". KNOCKOUTS SHALL HAVE A WALL DAYS NOTICE FOR EACH CONNECTION. THE PUBLIC WORKS FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE
<br /> SOLID WALL PVC THICKNE55 OF 2" MINIMUM TO 2.5' MAXIMUM. DEPARTMENT SHALL THEREAFTER DE7ERMINE TIiE DATE AND TIME AT CONTR4CTOR SHALL BE RESPONSIBLE FOR VERlFICATION OF LOCATIONS
<br /> ' 2",4",6", 12"OR 24" 15" PROVIDE A 1.5" MINIMUM GAP BETWEEN THE WHICH THE CONNECTION SHALL BE MADE. AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF
<br /> SHALL BE 1�2 z1-1�2". (WSDOTSTD.SPEC.9-05.12 1
<br /> PROFILE WALL PVC KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE.
<br /> 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND � CONFLICTS WITH EXISTING UTIUT(ES ARISE DURING CONSTRUCTION, THE
<br /> AT POINTS OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY RETURNS. WSDOT STD.SPEC.9-05.12 2 15 AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVEREIT CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY
<br /> MAXIMUM SPACING SHALL BE 30 Fr. PRE-MOLDED JOINT FILLER SHALL BE JOINT MORTAR IN ACCORDANCE WITH WSOOT STANDARDS.
<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE C11Y ENGINEER
<br /> 1 2" WIDE AND CONFORM TO AASHTO DESIGN M213. *CORRUGATED POLYETHYLENE STANDARD SPECIFICATION 9-04.3. PRIOR TO COMMENCEMENT OF RELA7ED CONSTRUCTION ON THE
<br /> � ONE#3 BAR HOOP FOR 6" HE16HT STORM SEWER PIPE D. A PRE-CONSTRUCTION MEETfNG SHALL BE HELD WITH THE CITY PRIOR PROJECT.
<br /> 4. ALL JOINTS SHALL BE CLEAN AND EDGED. INCREMENT,SPACED EQUALLY 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE START OF CONSTRUC770N. THE CITY OF EVERE7T PUBLIC
<br /> TO THE LOWEST PIPE INVERT SHALL BE 5.5'. WORKS CONSTRUC110N DMSION MUST BE NOTIFlEO A7 LEAST 24
<br /> 5. CONCRETE SHALL BE CEMENT CONCRETE, c�.,ass 3000. RECTANGULAR ADJUSTMENT SECTION HOURS PRIOR TO COMMENCEMENT OF CONSTRUC710N. D. ALL SEWER MAIN EXTENSIONS W11N1N THE PUBLIC RIGHT-OF-WAY OR
<br /> 6. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS 4. THE FRAME AND GRATE MAY BE INSTALLED WITH IN EASEMENTS MUST BE STAKED 8Y SURVEY FOR LINE AND GRADE
<br /> MAY BE USED ON CURVED SECTIONS. THE FLANGE DOWN,OR INTEGRALLY CAST INTO THE E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL PRIOR TO STAR7ING CONSTRUCTION.
<br /> ADJUSTMENT SECTION WITH FLANGE UP. N011FY THE PUBUC WORKS DEPARTMENT OF A PERSON WHO CAN BE
<br /> 7. FINISH SHALL BE LIGHT BROOM FINISH.
<br /> 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED CONTACTED REGARDING PROBLEMS DURING CONSTRUC110N ON A 24
<br /> COMPOUND AND COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE FLOOR,AND THE WALLS MAY BE SLOPED AT A RATE HOUR &tiSIS.
<br /> OF 1:24 OR STEEPER.
<br /> IN THE EVENT OF RAIN OR OTHER UNSUITABLE WEATHER. CURING TIME 6 6\ �SFF ��'� F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES
<br /> SHALL BE A MINIMUM OF 72 HOURS. S���O�� �/ � \� ���F6� i// I \�� 6 THE PRECAST BASELSECT ON.SURED AT THE TOP OF CORNVEYANCE�TEMS.BE7WEEN POTABLE AND NON-POTABLE
<br /> 9. ALL CURBS AND GUTTER SHALL BE PLACED ON A MINIMUM OF 2" OF \ �i I �\ �i I �\
<br /> CRUSHED SURFACING TOP COURSE. � p;'�Q � I i � 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER G. ALL CITY OF EVEREIT VALVES SHALL BE OPERATED BY PUBLIC WORKS
<br /> 10. DUMMY JOINT 1�2'�x1-1�2" BETNIEEN A-1 CURB AND GUTTER AND THE ��� I I �i ( \ � /i I THE BASIN HAS BEEN PLACED. DEPARTMEN7 PERSONNEL ONLY. ALL VALVES, NEW AND EXISTiNG,
<br /> SIDEWALK. I � ( � �\ ,� ' SHALL BE ACCESSIBLE AT ALL nMES.
<br /> 2 CEMENT CONCRETE CURB & GUTTER TYPE A-1 � i � � i i i � i
<br /> C3.1 N.T.S. (C11Y OF EVERE7T STD. 307) I � I I� � `�� � � �
<br /> ' � ��'� �I, � � � #3 BAR EACH
<br /> � #3 BAR EACH CORNER �/ � i �i I I i� 18'RMEN �
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<br /> ���; o a3 aaR HooP � IJ � �I I I "' � y ..
<br /> ? � I � � � �I I � i'
<br /> Z I � �\ � #3 BAR HOOP �
<br /> � � I�� ' \ �I �� � FRAME AND VANED GRATE
<br /> � � n I
<br /> o #3 BAR EACH SIDE � NOTES.•
<br /> J � � `I�i
<br /> WSDOT STD PLAN 8-5.60-01 ACCEPTABLE SUBSTITUTE
<br /> EXISTING SIDE SEWER AND WATER METER
<br /> , _ #3 BAR EACH WAY � CITY OF EVERETT TO REMAIN AND SHALL BE USED FOR THE INSIGHT ENGINEERINti CO.
<br /> ° ' PROPOSED BUILDING. P.O. BOX - 1475
<br /> , � `�� � �T PUBLIC WORKS DEPARTMENT EVERETT, WA 9gZOF)
<br /> �� o PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION - �, ��M�a�, �oMa,aae. (425) 303-9363 (425) 303-9362 FAX
<br /> '� � dYAN5A55 �jHEATHERGRffFIN PAULWILHELM ��WRB 03�O7�ZOS7
<br /> (sEE rvoTE i) q„pqa�opqw,��„, INFO@INSIGHTENGINEERINGNET
<br /> Q i CATC H BAS I N TY P E 1 P ' 4O4 SITE ADDRESS: 8525 EVERGREEN WAY
<br /> � . (FOR PARKING LOT)
<br /> ( EVERETf, WA. 98208-2616
<br /> REV. N0. DESCRIPTION INITIALS DATE TAX ACCOUNT N0.'S: 28041300103900
<br /> 4 CATCH BASIN TYPE 1P
<br /> C3.1 N.T.S. (CI1Y OF EVERETT STD. 404) � R, k
<br /> P oF wAs� y NE 1/4, SEC 13, T.28N.,R.04E., W.M.
<br /> ��� I�G�
<br /> �c �" ^� B URGER KING
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<br /> DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> °.��,�Gis T�����' �aoss�.�wc �Rc �o-�s-zo�a �n=2o' 18-0961
<br /> SSI�NAL ti� SHEET
<br /> NOTES AND DETAILS C3.1
<br /> 12-26-2018
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