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-- -- -----.... - ' - - ---- . '.III N.1Ju . . .. . . . _ _ . . . .._ ...... . . . . . . . . .. . . . . . . . . ._ _ :._ . .
<br /> SW 1/4, SE 1/4, SEC 23, T.28N., R.04E., W.M.
<br /> 5.��.
<br /> SNOHOMISH COUNTY, WASHINGTON
<br /> 2" COMPACTED DEPTH CLASS B ASPHALT ��2��R 1'R
<br /> 4° COMPACTED DEPTH CR. SURFACE
<br /> 2�
<br /> TOP COURSE , '
<br /> 6" COMPACTED DEPTH GRAVEL BORROW � `� J�R
<br /> , � NOTES
<br /> �------ -CATCH BASIN fRAME AND
<br /> � ; , > � , ° � VANED GRATE OR 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4'OR
<br /> MANHQLE RING AND COVER LESS.
<br /> 1 TYPICAL PA VING SE'CTION � ��2 _ '; , , > > „ �> ^ 2. THE BOTTOM Of TNE PRECAST CATCH BASIN MAY
<br /> C�,� N.T.S. (CITY OF EVERETT STD. 3-5.2) 6.5" BE SLOPED TO FACIUTATE CIEANING. `
<br /> > /�RECTANGULAR ADIUSTMENT
<br /> D�W CUT .: ^ }_,_,________----�------- / SECTION OR CIRCULAR 3. THE RECTANGULAR FRAME AND GRATE MAY BE
<br /> �� ^��_____ ,,,_ ADIUSTMENT SECTION INSTALLED WITH THE FLANGE UP OR DOWN.THE
<br /> � - ___ _ __,_____.___--- � fRAME MAY BE CA5T IN70 THE ADIUSTMENT
<br /> L_-.-------'---'-- Fi.AT SLAB TOP 4? SECTION.
<br /> � � �1 PIPE ALLOWANCES 4. KNOCKOUTSSHALLHAVEAWALLTHICKNESSOF
<br /> 10�� SEE NOTE 9 �N
<br /> .-+ �1 2"MINIMUM TO 2.5"MAXIMUM. PROVIDE A
<br /> 24�� "'� CATCH PIPE MATERIAI WITH MAXIMUM INSIDE DIAMETER 1.5"MINIMUM GAP BETWEEN THE KNOCKOUT
<br /> 2 �/2�� J��� 2 �/2�� '' SOLID PROFlLE WALL AND TNE OUTSIDE OF THE PIPE. AFTER THE
<br /> o B A S�N CONCRETE A L t C P S S P �ALL WALL PIPE i5 INSTA�I.ED,fILL THE GAP WI7H JOINT
<br /> DIAMETER METAL (a} pVC(b) PVC c MOR7AR IN ACCORDANCE WITH WSDOT
<br /> � �/2�� {� 48° 24" 30" 24" 30" 30" STANDARD SPECIFICATION 9-04.3.
<br /> �--STEPS OR 54" 30" 36" 30" 36" 36° 5. CONCRETE STRUCTURE 5HALl hAEET THE
<br /> (TYP 2PL) pa o �a NOTES. � REQUIREMENTS OF AASHTO M199.
<br /> LADDER
<br /> 5EE TABLE 60" 36" 42" 36" 42" 42"
<br /> QQ �p 4 p ; i. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. z ---rvtoRrAR rvP �z° 42" sa" 4z" as" 4s" 6. FOR MANHOLE COVER SEE STANDARD DRAWING
<br /> � X a 610 AND 611.REFER TO DESIGN AND
<br /> p pa i� pa p � � 2. DUMMY JOINTS SHALL 8E PLACED ON 15 FOOT CENTERS. DUMMY JOINTS Q z sa° sa° 60" sa" as�� as" EONSTRUCTION STANQARDS AND
<br /> h::,.
<br /> PAVEMENT � R-�,� � I I � SHA�� BE 1�2��x 1-1�2��. � z 96" 60" 72" 60" 48" 48° SPECIFICATIONS SECTION 4 FOR ADDITIONAL •
<br /> o- REQUIREMENTS.
<br /> (TYP 2PL) o a p j Q p Q 3. TNRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND ;n g a. CORRUGATED POLYETHYLENE STORM SEWER PIPE,WSDOT
<br /> � STANOARo P�N 9-a5.2o. REQUIRE7�NOT�'S FOR STORMI)RAINAGEPLANS.•
<br /> AT POINTS OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY RETURNS. �� 7. STEPS PER STANDARD DRAWING b09.
<br /> MAXIMUM SPACING SHALL BE 30 FT. PRE-MOLDED JOINT FILLER SHALL 8E � N> F�oW c, WSDOT STANDARD PLAN 9-05.12(2}.
<br /> AS SPECIFIED F��W '"� 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,
<br /> 1/2" WIDE AND CONFORM TO AASHTO DESIGN M213.
<br /> 4. ALL JOINTS SHALL BE CLEAN AND EDGED. � CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED,
<br /> SEE NOTE 3 FOR 5. CONCRETE SHALL BE CEMENT CONCRETE, CLASS 3000. TESTED, AND ACCEPTED BY THE CITI' OF EVERETf.
<br /> #3 BARS ADHESIVE ALTERNATE CATCH BASIN DIMENSIONS
<br /> 6. STEEL FORMS ONLY SNALL BE USED ON TANGENT SECTIONS. WOOD FORMS -T X 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF
<br /> EXTRUDED CEMENT CONCRETE CURB MAY BE USED ON CURVED SECTIONS. `"' g� Z�a ¢ --REINFORCING CATCH MAXIMUM MINIMUM EVERE77 STANDARDS AND STANDARD SPECIFICATIONS OF
<br /> ' ! �' � � STEE�TYP BASIN WA�L BASE KNOCKOUT DISTANCE WSDOT/APWA.
<br /> 7. FINISH SHALL BE LIGHT BROOM FINISH. 'vi ;_,�
<br /> , ,.,�; ;,i THICKNESS THICKNESS BETWEEN
<br /> i5 �" .-� DIAMETER SIZE KNOCKOUTS
<br /> 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING 1Z�� as" 4° 6" 36" s" 3. APPROXIMATE LOCATIONS OF EXISTING UTICITIES HAVE BEEN
<br /> COMPOUND AND COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE ^�'• 7� • -� OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br /> 1�-O�� 1�-O�� 1�-O�� 1�-O�� IN THE EVENT OF RAIN OR OTHER UNSUITABLE WEATHER. CURING TIME "o"RtNG � � sa" a•s" s" az" a"
<br /> CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> SHALL BE A MINIMUM OF 72 HOURS. so" s" a" aa" s�� VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO
<br /> SEPARATE BASE INTEGRAL BASE + �Z�� 6" s" 60" sz" ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING '
<br /> 9. ALL CURBS AND GUTTER SHALL BE PLACED ON A MINIMUM OF 2" 0� PRECAST PRECAST WITH RISER 84�� $�� 1Z�� 7z" 1z" UTILITIES ARISE DURING CONSTRUCTION, TNE CONTRACTOR
<br /> n n n n CRUSHED SURFACING TOP COURSE. �aa��Ta 7r oN�v�
<br /> GRAVEL 96" s" iz" sa" 1z" SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES
<br /> 10. DUMMY JOINT 1/2"x 1-1/2" BETWEEN A-1 CURB AND GUTTER AND THE �` BACKFII.L FOR REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER
<br /> SIDEW,4LK. MORTaR PIPE ZONE
<br /> 12� PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br /> FILLET---� BEDDING PROJECT.
<br /> bbSDOT STD PCITYoOFc EVLERETT
<br /> #3 BARS CEMENT CONCRETE CURB 3 CEMENT CONCRETE CURB .R' GUTTER TYPE A-1 _ 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br /> � � �T EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND
<br /> CUT/SAWED JOINT
<br /> C4.3 N.T.S. (CITY OF EVERETf STD. 305A) E��' PUBLIC WORKS DEPARTMENT GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> SPACI NG OF ANCHOR BARS SEPARATE BASE�- GRAVEL BACKFILL FOR `°`"avpvznss nEnri�a�nicF�N`PAUt W«�ixeiw, """"wrse 03J07/2017
<br /> CAST-fN-PLACE P�PE ZONE BEDDING j� •d.n�•- �a 5. ALL CATCN BAStN GRATES MUST BE STENCILED OR STAMPED 'DUMP
<br /> NO WASTE, DRAINS TO STREAM, LAKE, RIVER,
<br /> NOTES: CATCH BASIN TYPE 2 Q�OS PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR
<br /> 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15'CLS. TNRU JO(NTS THE PROJECT.
<br /> SHALL BE PLACED ONLY AT POINTS OF TANGENCY ON STREET ALLEY AND
<br /> DRIVEWAY RETURNS AND WHERE THRU JOINTS OCCUR IN THE PAVEMENT SLAB. 4 CATCH BASIN TYPE 2 '
<br /> 2. CONCRETE SHALL BE CLASS 3000 OR COMMERCIAL WtTH AIR-ENTERTAINMENT. C4.3 N.T.S. (CITY OF EVERETT STD. 405)
<br /> 3. AT THE CONTRACTOR'S OPTION CONCRETE CURBS MAY BE ANCHORED TO THE
<br /> EXISTlNG PAVEMENT EITHER BY PLACING STEEL TIE BARS 1 FOOT ON EACH SIDE
<br /> OF EVERY JOINT, OR BY USING AN ADHESIVE. THE ADHESIVE SHALL MEET THE
<br /> REQUIREMENTS OF SECTION 9-26.1 OF THE WSDOT/APWA STANDARD
<br /> SPEC(FICATIONS FOR TYPE II EPDXY RESlN.
<br /> 2 EXTR UDED CEMENT CONCRETE CURB
<br /> C4.3
<br /> N.T.S. (CITY OF EVERETT STD. 305E) ,
<br /> � � .
<br /> NOTES Know what's b@IOW.
<br /> CEMENTCONCRETE � NOTES C1II before OU C�I .
<br /> �.`E- S�DEWALK PER STANDARD ORAWING 312 4 1. CMP EfVD SECTION SHOWN.MAY USE CPEP SMOOTH
<br /> o�y�P y y 1. 1EQUALS WIDTH OF DRIVEWAY AT PROPfRTY LINE. INTERIOR. y g
<br /> S\ W .� �. y W y W y J W b W .� .� W 2. 3/8"WIDE FUII DEPTH EXPANSION 101NT. 2. ALL 5TEEL PARTS MUST BE GALVANIZED AND UTILI7'YCONFLICTNOTE:�
<br /> ASPHALT COATED(TREATMENT 1 OR BETTERj. CAUTION�
<br /> � �" w � '� 3. 3/8"WIDE FULL DEPTH EXPANSfON 101NT IF NOTE
<br /> �Q'� ` �' W 1 AB(�VE IS 15 oR GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
<br /> QP�'� y W y W y " y "" W 3/4"DIA SMOOTH BARS WiTH ENDS THE LOCATtON, DIMENSION, AND DEPTH OF ALL EXISTING
<br /> W W W W W y 2 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY WELDED TO BAR FRAME UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY
<br /> W y y W W SHALL BE SURFACED WITH ASPHALT OR CONCRETE. MAYBE REMOVED POTHOLING THE UTIUTIES AND SURVEYING THE HORIZONTAL
<br /> y y � y y 1 AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
<br /> ' �` W y 5. THE DRIVEWAY RAMP INCLUDING W{NG RAMPS FLOW SHALL INCLUDE CALLING UTILITY LOCATE �
<br /> y W y W SHALL BE CONCRETE COMMERGAL MIX AS CALLED 1-800-424-5555 POTHOUNG ALL OF THE EXISTING
<br /> W W 5 W OUT IN WSDO7 57ANDARD SPECIFICATIONS,A MiN �
<br /> W ��� '� � � � �. W W UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO
<br /> �____.________._.__ --
<br /> Qf 6"FHtCK AND PLACfD ON A MINIMUM Of 2'"
<br /> 2 ,�� _�,j W W W W W PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
<br /> � /� ,, y �, � ,� ,� �, CRUS HED SURFACING BASE COURSE COMPACTED LOCATIONS OF SAID UTILITIES AS SNOWN ON TNESE PLANS
<br /> �'J ` W �. 4 J .� W .� TO 95/o MAXIMUM DENSITY. PLAN VIEW
<br /> �--'� � y y y y � �, ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION
<br /> AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
<br /> " "" �" "' " "" " " 6, MAINTAIN 1/2"LIP AT GUTTER. 4"o.C.MAx OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT
<br /> �� ,/ �` W W � ` y w W W w ° BAR SPACING 3 4"DIA BAR-FRAME
<br /> � / W W � W y � ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR
<br /> \� W W W W
<br /> � TO PROCEEDlNG WlTH CONSTRUCTION.
<br /> � S i i L
<br /> � / �J W �Y
<br /> � � W
<br /> � (1
<br /> � � '� / ' PLAN APPROVED
<br /> � � �
<br /> \ y� W W y W .
<br /> 6 � ` �` y y W y END VIEW
<br /> \ ������ ����� ��
<br /> a> � � y W �, .. �.
<br /> 1 � � •. W �` �` �` W W W 2"x5"ANCHOR STRIPS WELDED TO 3/4"DIA EV RETT
<br /> \ y �v +. i a a. .` a �. y �
<br /> � � ,� � �, y .� �, .� �. y BAR-FRAME(4 PLACES)SPACED UNIFORMLY, This Record Drawing has been prepared, in part, based PUBLIC SERVICES DATE
<br /> ��` y L W L W �. W � W .� LL � W 1'MIN FASTEN WiTH 1(2"GALVANIZED OR Ofl"AS-BUllt° information provided by others.Though
<br /> NON-CORROS�VE BOLTS AND NUTS PUBLIC WORKS
<br /> W W � W ��- the as-built information and this drawing are based on DEPARTMENT
<br /> � the best available information, no presumption should t1T1LITIES DRAINAGE
<br /> 2 e made regar ng the drawing's accuracy. A PUBLIC WORKS PERMIT IS REQUIRED PRIOR
<br /> �' W � 1 TO STARTING ANY CONSTRUCTION ON THIS
<br /> �
<br /> J� ,�� CITY ENGINEER PROJECT. APPROUAL FOR THIS PROJECT IS
<br /> 0 0 "`i v `:T>
<br /> � � CONDITIONAL PER CURRENT STANDARDS AND
<br /> z� Z� 3"-5°FOR 1s°oia igned By Date EXPlRES _______________ UNLESS
<br /> ; BEVELED PIPE 5��-s"FOR 24��DIA � PERMIT FOR CONSTRUCTI N HAS N I SU .
<br /> PIPE COUPIING END SECTION 7"-9"FOR 30"DIA AND GREATER \ Permit Inspector
<br /> PARKWAY SIDEWAIK PARKWAY SIDEWALK Print Name &Titie
<br /> VARIES 4 (VARIES) 4
<br /> 2��° 6 Z��° SIDE VIEW -
<br /> C' `,�--- `_-
<br /> _ _ 2��MIN CRUSHED SURFACING 2��MIN r---- ---
<br /> � � � BASE COURSE CRUSHED � ' NOT�S�
<br /> s�RFA��N� ---- CITY OF EVERETT
<br /> BASE COURSE � CITY OF EVERETT I ��F �T PUBLIC WORKS DEPARTMENT EXISTING SIDE SEWER AND WATER METER
<br /> TO REMAIN AND SHALL BE USED FOR THE INSI6HT ENQINEERIN6 CO.
<br /> � �`VE E''�'' PUBLlC WORKS DEPARTMENT "aYANs�,s ��n+ER�ai�FiN L�PA m�MEiM �""�H 12/30/2016 PROPOSED BUILDING. P,O. BOX - 14Ig
<br /> SECTION A-A SECTION B-B E �a
<br /> `�'AYANs�s lTOMHOOD "°A��w� E�� p'�'�a 4/26�2017 PIPE END DEBRIS BARRIER 435 EVERETT, WA 98206
<br /> USING TYPE A-1 CURB USlNG MONOLITHIC CURB&SW �E
<br /> ; CEMENT CO�iCRETE _' �337� (425) 303-9363 (425) 303-9362 FAX
<br /> DRIVEWAY RAMP TYPE - 3 INFo@INSIGxTENGINEER11vG.1vET
<br /> 6 PIPE AND DEBRIS BARRIER
<br /> SITE ADDRESS: XXXX AIRPORT ROAD,
<br /> 5 CEMENT CONCRETE DRIVEWYRAMP TYPE-3 C4.3
<br /> N.T.S. (CITY OF EVERE7T STD. 416) EVERETT, WA. 98204
<br /> C4.3 N.T.S. (CITY OF EVERETT STD. 317)
<br /> REV. N0. DESCRIPTfON INITIALS DATE TAX ACCOUNT N0.'S: 00537900005301
<br /> 1`� R. I�.
<br /> .�,��� W`�s�r�`9,� SW 1/4, SE 1/4, SEC 23, T.28N.,R.04E., W.M.
<br /> �� � �'�� SONRISE CHRISTIAN
<br /> ,.� DWG FILENAME DESIGNED 8Y: DATE: SCALE: JOB NO.:
<br /> 36499 �,q
<br /> � 'CIs T E�z�1� 180913-AB.DWG JRC 02-06-2018 rv.r.s. I 5-0913
<br /> SSIDNAL �� SNEET
<br /> 02/19/2020 ROAD &DRAINAGE C'4.�
<br /> NOTES & DETAILS
<br />
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