|
_ u. . . . . . . - - . . . . .. _. . ._ .
<br /> NE 1/4, SE�' 13, T.28N., R.04E., W.M.
<br /> 'o�� SNOHOMISH COUNTY, WASHINGTON
<br /> 2 1/2�, 5,� 2 �/2» .
<br /> ���,�\ '� N TES
<br /> � �/2 R ------- ___-- --- - ---.- I_ ------ ----------- � - -- i � ���,'�`-�;! �,%"��.� �-51 EWALK PER STANDARD DRAWING 312 � , 4 #
<br /> / � \�J
<br /> � �-� 1. lEQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE.
<br /> L
<br /> (TYP 2PL) a o a
<br /> � NOTES i z`��` �� �� y
<br /> � �. _ . � . y � .
<br /> ,3� I i r� �� �fW + y � y y .� y .. � 2. 3/8"WIDE FULI DEPTH EXPANSION 101NT.
<br /> a c d c - �? ''-'� 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. I %� y W - W � j ,
<br /> � � v � � � � � � ( " � � '` ° � 3. 3/8"WIDE FULL DEPTH EXPANSlON JOiNT If NOTE
<br /> " ° �� �n �d ° EXIST SIDEWALK ''�, 2. 3/8"WIDE FULL DEPTH EXPANSION 101NT. ��-�P f � �\ W 1 ABOVE IS 15'OR GREATER.
<br /> PAVEMENT � R�� � � � � �. I �� �' � � QQ-;��� � V �
<br /> (TYP 2PL) p Q p � �Q p Q � l� I . y , y � Y , ��v � � �� �2` 4. WITHtN TNE CiTY RIGHT-OF-WAY THE DRIVEWAY
<br /> � b ���/ 3. 3/8"WIDE FULL DEPTH EXPANSION 101NT If i � �, , , µ , �� �Y ; �-' SHALL BE SURFACED WITH ASPHAIT OR CONCRETE
<br /> EXIST TYPE R � � � `W` Y ` ` ` NOTE 1 ABOVE iS 15'OR GREATER. r,, y �
<br /> AS SPECIFIED v W W W � • � -� ' - � - � `� 1�
<br /> \ � � / \ ,/� 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS
<br /> CURB-- ` ' ` ` ' �> 4. WITHIN THE CITY RIGHT-OF-WAY THE DRWEWAY ! � „ � , V �_ ����'" \� f' y SHALL BE CONCRETE COMMERCIAL MIX AS CALtED
<br /> �., � . . . �
<br /> �' " ` � SHALL BE SURFACED WITH ASPHALT OR i -��W � �5� ��� y � OUT iN WSDOT STANDARD SPECIFICATIONS,A MIN
<br /> SEE NOTE 3 FOR ?;�\ y `�� � ! � CONCRETE � ' / Z� � %� � o�� � /� �y W � ` y OF 6"THICK ANO PLACED CN A MINtMUM OF 2"
<br /> �' ' � !} � % ,j � V � CtRUSHED SURFACING BASE COURSE COMPACTED
<br /> #.3 BARS ADHESIVE ALTERNATE ��� % � \ �� f � 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS I i � \�� �`�� \� � � � � W W y � y W V W y IO gSd�O MAXIMUM DENSiTY.
<br /> EXTRUDED CEMENT CONCRETE CURB %`� � SHALL BE CONCRETE COMMERCIAL MIX AS , �}! \ \ , „
<br /> �� r�� ,L�� � CALLED OUT IN WSDOT STANDARD i / � l� ��� � ° ° W v W W , � , � � 6. M A I N 7 A I N 1 J 2��L I P A T G U T T E R.
<br /> 15� �� /��P�` \� .. � � � SPECIFICATIONS,A MIN OF 6"THICK AND PLACED ; , �' � � r � � ' W W w y
<br /> " /��,r � �r' ��� ON A MINIMUM OF Z"CRUSHED SURFACING I I �`� f ��� /' � W��v , , „
<br /> �_ �� �_ �� �_ �� �_ �� � �,r,, � ? � 5 W � W W V . W �. W � � BASE COURSE COMPACTED TO 95%MAXIMUM i � ,,>. � � ��, �`�., � � - ,
<br /> 1 0 1 0 1 0 1 0 (� � � � �
<br /> a�., �\ / � � . W � . DENSITY. � � �� l � / '� �
<br /> � ,=� �/ � ,/� , . . . . . I � /, / _ \ %/. .� `\\
<br /> j � , � -�W „ V _ y , W 6. MAINTAIN 1/2"lIP AT GUTTER. `�'� � � �
<br /> � i - �. %" ( i \ �" '� �
<br /> n n n n � ��� �% �� . w W ; �; � �''-' �� -` �. o � ` y`� /'�
<br /> -9� ��� / � �.el,�� .. �. . i �- � t4 � y � „ � � a. ��V �,� � .
<br /> � / � � �
<br /> � ��t,/� '�F �:- �\ � ` I y1J� �,'�'� � .. . . � , � W �
<br /> �' ��% �G�;�; �-� ��� ` '�� r` - , . y . i i .� i ��
<br /> �
<br /> �- �•�%� � � � �. W W .� ., � � .� ����
<br /> g� � y W � � /r �\ v � � � y � � � ����
<br /> �� � _�� �
<br /> #3 BARS CEMENT CONCRETE CURB � I .� �-' -.�� W W � � W ,
<br /> �, � � . �<_ �
<br /> � W � W � �
<br /> � ;
<br /> CUT�SAWED JOlNT � /� I '�' ''�L � � �
<br /> SPACING OF ANCHOR BARS s�.s � ! �� / � �ZJ �'',
<br /> � ` �
<br /> NOTES: - ;,: , - � � .
<br /> zra zi
<br /> � � i� i o �
<br /> I �� EXIST MONOLITHIC ; - ,,,�
<br /> 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15CLS. THRU JOINTS � CURBANDSW ' ------------ ---- -- -- - -- -------- --- ------- -- --------�- �
<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. ' aaRKwav � si�ewa�K �_� PARKWAY SIDEWALK
<br /> __ __
<br /> I (VARIES) 4 '' (VARIES)__ _. __--_ _._ r.. �, :\q��
<br /> o \__J a (r
<br /> 2. CONCRETE SNALL BE CLASS 3000 OR COMMERClAL WITH A(R-ENTERTAINMENT. �, , s'MIN 5' MIN � '�`: ?�° J `6; \ -?��
<br /> , ; �� _ _-- � _
<br /> a � � � , _-�-- ; �_-_
<br /> 3. AT THE CONTRACTOR'S OPTION CONCRETE CURBS MAY BE ANCHORED TO THE � '�, ExisT � , ' �
<br /> -_ '-2"MW CRUSHED SURFACING 2"MIN
<br /> EXISTING PAVEMENT EITHER BY PLACING STEEL TIE BARS 1 FOOT ON EACH SIDE � a PAVEMENT � ; � ��� � BASE COURSE CRUSHED
<br /> EXIST r� i
<br /> o PAVEMENT �6� I� 2°/u J 2% r ;
<br /> OF EVERY JOINT, OR BY USING AN ADHESIVE. THE ADHESIVE SHALL MEET THE z � `, ; � /'� suRFaaN�
<br /> � � i BASECOURSE CITY OF EVERETT
<br /> REQUIREMENTS OF SECTION 9-26.1 OF THE WSDOT/APWA STANDARD = � � ' ' ! E�E �' PUBLIC WORKS DEPARTMENT
<br /> SPECIFICATIONS FOR TYPE ll EPDXY RESIN. a I - _ - - - - ;
<br /> SECTlQN A-A SECTION B-B , �,K��. �:_ x_ „y �
<br /> -- - _
<br /> -- -
<br /> � ' ----------- ..._ � - � j �A^�Sa1 TQa.�HOOD _. PAULWIL4{ELM�. ,_wR9_. . Q ZE ZOl7
<br /> � - ; USING TYPE A-1 CURB USING MONOUTHIC CURB&SW *� � � �
<br /> 1 XTRUDED CEMENT CONCRETE CURB � �_5,/ MONOLITHIC CURB � cEnnENT coNCRETE 31,7��
<br /> C3.1 N.r.S. (CIiY OF EVERETT STD. 310) � &sW ;� ---- --� ; D R I V E WAY RA M P TY P E - 3
<br /> .
<br /> � Z�� MIN CRUSHED C1TY OF EVERETT -___ ___------------___ --.______-----_ __--�---------- ------ -- ----
<br /> � SURFACING PUBLIC WORKS DEPARTMENT
<br /> Z
<br /> � SECTION A-A SECTION B-B BASE COURSE 4 CEMENT CONCRETE DRIVEWAY TYPE-3
<br /> o Q �-�.a.;s.. �,� ,., �,,.�a,
<br /> RYAN SASS i TOM HOOD_�PAUL WILHELM_ __. WRB . Q�26�ZO17 N.T.S. (CITY OF EVERETf STD. 317)
<br /> °� USING TYPE A-1 CURB USING MONOLITHIC CURB&SW *�E s�p,-p�w��.-i C3.�
<br /> Qo � CEMENT CONCRETE �
<br /> Es`� ' DRIVEWAY RAMP TYPE - 1 ; 315 �
<br /> 5.5» ��� i
<br /> ��2�R �.,R ----- � ---- -- ------___-�
<br /> �
<br /> 2q
<br /> � 3 CEMENT CONCRETE DRIVEWAYRAMP TYPE-1
<br /> 1'R
<br /> �------
<br /> C3.1 N.T.S. (CITY OF EVEREi7 STD. 315)
<br /> ;� . • .
<br /> �/2., _ i�
<br /> 6.5"
<br /> D/W CUT _�_�_�---------------- ^
<br /> -=----'-------- '
<br /> _
<br /> __ _ ______ -_ __ __ ___
<br /> _ - _ . --- -- _
<br /> L--------------__ ---------------- � . NOTES WATER NOTES: SEWER NOTES:
<br /> �
<br /> �SEE NOTE 9 i 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR �
<br /> 24�� 'j PIPE ALLOWANCES SHOWN IN THE PRECAST BASE SECTION,FIBERS I
<br /> i MAXIMUM (PLACED ACCORDING TO THE WSDOT STANDARD f A. NO CONNECTlON TO THE EX/STING MAfNS WlLL BE ALLOWED EXCEP7 A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERE77
<br /> �� �� PIPE MATERIAL INSIDE SPECIFICATIONS),OR WIRE MESH HAVING A t BY MEANS OF AN APPROVED BACKFLOW PREVENT/ON DEVICE PRIOR TO STANDARDS AND WSDOT/APWA STANDARD SPECIF/CATIONS.
<br /> I' 3Dt�-� � % � '�D�� DIAMETER MINIMUM AREA OF 0.12 SQUARE INCHES PER FOdT i SATISFACTORY FLUSHING, TEST/NG, DISINFECTION, AND RECEIPT OF
<br /> I ,Lp� �0\�� REWFdRCED OR -� 12„ SHALL BE USED WITH THE MINIMUM REQUIRED SATISFACTORY BACTERIDLOGICAL TEST RESULTS. B. NO PART OF THE SANlTARY SEWER SYSTEM SHALL BE COVERED,
<br /> / REBAR SHQWN IN THE ALTERNATIVE PRECAST BASE
<br /> NOTES: �- �y �� PLAIN CONCRETE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE B. CONNECTIONS TO AND TAPS ON EXIST/NG MAINS WIt1 BE MADE BY A�DCAP ROVOED BYT THE�ITY�NSPECTOR.HAS BEEN TESTED, 1NSPECTED,
<br /> .'l /�S�• All METAL PIPE 15" KNOCKOUTS. rHE PUBUC WORKS DEPAR7'MENT AT THE DEVELOPER'S EXPENSE. THE
<br /> y' �. / \ *-- -- - - - - - PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS C. APPROXIMATE tOCArIONS OF EXISTING UTlLlTIES HAVE BEEN OBTAINED
<br /> 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. I � � CPSSP 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
<br /> 2. DUMMY JOINTS SHALL BE PLACED ON 15 FOOT CENTERS. DUMMY JOINTS � {WSDOT STD.SPEC.9-05.20) 12 THAN 18". KNOCKOUTS SHALL HAVE A WALL DAYS NOTICE FOR EACH CONNECTION. rHE PUBLIC WORKS FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE
<br /> � � SOLID WALL PVC THICKNESS OF 2" MINIMUM TO 2.5 MAXIMUM. DEPARTMENT SHALL THEREAFTER DETERMINE TNE DATE AND TIME AT CONTRACTOR SHAtL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS
<br /> SHALL BE 1/2"x 1-1�2". _ 2",4",6",12' OR 24' 15" PROVIDE A 1.5" MINIMUM GAP BETWEEN THE WHICH THE CONNEC710N SHALL BE MADE. AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIfS NOT SHOWN. IF
<br /> 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCN BASINS, INLETS AND WSDOT STD.SPEC.9-05.12 1) j
<br /> i � KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. � CONFUCTS WITH EXISTING UTILITiES AR1SE DURING CONSrRUCTlON, THE
<br /> AT POINTS OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY RETURNS. ( __ PROFILE WALL PVC 15�� AFTER THE PIPE IS INSTALLED,FILL THE GAP WITH C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY
<br /> MAXIMUM SPACING SHALL BE 30 Ff. PRE-MOLDED JOINT FILLER SHALL BE - T; WSDOT STD.SPEC.9-05.12 2 JOINT MORTAR IN ACCORDANCE WITH WSDOT STANDAROS. CHANGES REQUIRED SHALL BE APPROVED BY THE CIlY ENGINEER
<br /> 1/2" WIDE AND CONFORM TO AASHTO DESIGN M213. *CORRUGATED POIYETHYLENE STANDARD SPECIFICATION 9-04.3. PRIOR 1"0 COMMENCEMENT OF RELATED CONSTRUCTlON ON THE
<br /> ONE#3 BAR HOOP FOR 6"HEIGHT STORM SEWER PIPE � D. A PRE-CONSTRUC710N MEEfIN6 SNALL BE HELD WI�H THE CITY PRIOR PROJECT.
<br /> 4. ALL JOINTS SHALL BE CLEAN AND EDGED. INCREMENT,SPACED EQUALLY 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE ; �0 THE START OF CONSTRUCTION. THE CtTY OF EVEREr( PUBLIC
<br /> � TO THE LOWEST PIPE INVERT SHALL BE 5.5'. � WORKS CONSTRUCTION DIVIS/ON MUST BE N071F1EA A7' LEAS7 24
<br /> 5. CONCRErE SHALL BE CEMENT CONCRETE, CLASS 3000. � � D. Alt SEWER MA(N EXTENSIONS WITHIN THE PlJBLIC RIGHT-OF-WAY OR
<br /> I R E CTA N G U LA R A DJ U ST M E N T S E CT I O N � NOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN EASEMENTS MUST BE SrAKED BY SURVEY FOR LINE AND GRADE
<br /> 6. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WQOD FORMS 4. THE FRAME AND GRATE MAY BE INSTALLED WITH �
<br /> MAY BE USED ON CURVED SECTIONS. THE FLANGE DOWN,OR INTEGRALLY CAST INTO THE PRIOR i0 START�NG CONSTRUCT/ON.
<br /> � ADIUSTMENT SECTION WITH FLANGE UP. E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL
<br /> 7. FIN/SH SHALL BE LIGHT BROOM FINISN. �I NOTIFY THE PUBLIC WORKS DEPAR�MEN7 OF A PERSON WHO CAN BE
<br /> 8. THE FINISHED CURB SHALL 8E SPRAYED WITH A TRANSPARENT CURING 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED CONTAC7"ED REGARDING PROBLEMS DURING C�NSTRUCTION ON A 24
<br /> COMPOUND AND COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE FLOOR,AND THE WALLS MAY BE SLOPED AT A RATE HOUR BASIS. -
<br /> IN THE EVENT OF RAlN OR OTHER UNSUITABLE WEATHER. CURING TIME OF 1:24 OR STEEPER. ;
<br /> � 26 �6\ �SFF ��'� F. MAINTAIN A M/NIMUM OF 10 FEE7 HORIZONTAL AND 18 INCNES This Record Drawing has been prepared, in part, based
<br /> SHALL BE A MlNIMUM OF 72 NOURS. ��0� �i �` �OTF6 �� � I �� 6. THE OPENfNG SHALL BE MEASURED ATTHE TOP OF � VER7ICAL SEPARATION BE(WEEN POTABLE AND NON-POTABLE on"As-Built" information provided by others.Though
<br /> 9. ALL CURBS AND GlJTTER SHALL BE PLACED ON A MINlMUM OF 2" OF ' \S� / i � THE PRECAST BASE SECTION. � CONVEYANCE SYSTEMS.
<br /> � ; the as-built information and this drawing are based on
<br /> CRUSHED SURFACING TOP COtJRSE � i� ( �� � /� \� �
<br /> a ,�Q � � , i � 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AfTER � G. ALL C1TY OF EVEREi7 �ALVES SHALL BE OPERATED BY PUBLIC WORKS the best available information, no presumption should
<br /> 10. DUMMY JOINT 1�2'z 1-1�2" BETWEEN A-1 CURB AND GUTTER AND THE ' �� ( / � / THE BASIN HAS BEEN PLACED. � DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, e made regard�ng the drawing's accuracy.
<br /> SI DEWALK. � � � �� � / i � ��\ //� i SNALL BE ACCESSIBLE AT ALL TIMES. • �
<br /> I� i � I � � � � ^/`�^
<br /> 2 CEMENT CONCRETE CURB & GUTTER TYPE A-1 ; � � � � . � i ,
<br /> N.T.S. (CITY OF EVEREIT Si"D. 307) � li � I ' � ` � � ,-� �I, � � i ign��ed By Date
<br /> C3.1 � �� � �, � j \ Permit Inspector
<br /> � / � - � i #3 BAR EACH � ' !
<br /> o #3 BAR EACH CORNER � / � ( ' ( � ,� I 1$RMEN ,`� % / � Print Name &Title
<br /> P ti
<br /> � / ���-�IJ �.I'� i m � ; ' .
<br /> o , #3 BAR HOOP � I ( � ( I I ,
<br /> _ , \\. I i I , / , �j j � ! , ;
<br /> w � L� � � #3 BAR HOOP � �
<br /> ° � �'I � ` - �I ��� � , � FRAME AND VANED GRATE
<br /> ;
<br /> a , #3 BAR EACH SIDE - � � � �/,� ' NOTES.�
<br /> _ _ _ � _ WSDOT STD PLAN B-5.60-01 ACCEPTABLE SUBSTITUTE ;
<br /> � - " -- - EXISTING SIDE SEWER AND WATER ME(ER INSIGHT ENGINEERINC CO.
<br /> � #3 BAR EACH WAY------� - _ `
<br /> � CITY �F EVERETT r0 REMAIN AND SHALL BE USED FOR THE
<br /> ° !, _ PROPOSED BUILDING. P.O. BOX - 1475
<br /> � � � � PUBLIC WORKS DEPARTMENT � EVERETT, WA 98206
<br /> Q , PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION � � ��M.�.�, --- , ----- o3Io��2o1� (425) 303-9363 (425) 303-9362 FAX
<br /> E�RYAN SASS HEATHEReGRIFFIN �PAUL WILHELM W WRB
<br /> (SEE NOTE 1) p„pppp�pqw,„��o INFO@INSIGHTENGINEERING.NET
<br /> � ' CATCH BASIN TYPE 1P 404 f '
<br /> �a ' (FOR PARKING LOT) SITE ADDRESS: 8525 EVERGREEN WAY
<br /> ------ -__ __- -T _ - _____- '
<br /> EVERETf, WA. 98208-2616
<br /> � 1 AS-BUILT SJM 02-06-2020
<br /> REV. N0. DESCRIPTION INITIALS DATE TAX ACCOUNT N0.'S: 28041300103900
<br /> 4 CATCHBASINTYPE 1P
<br /> 1`� R. �
<br /> C3.1 N.T.S. (CITY OF EVERETf STD. 404) ,�� o� WAsr�I�y NE 1/4, SEC 13, T.28N.,R.04E., W.M.
<br /> ��� � �� BURGER KING
<br /> z
<br /> DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> ,, q �v
<br /> �•c�t�s�,I S T��.�Sti�' 180961-AB.DWG JRC ]0-16-2018 1"=20� I 5-0961 �
<br /> SI�NAL � SHEE(
<br /> AS-B UTLT
<br /> o2-os-2ozo NOTES AND DETAILS �3.1
<br />
|