|
. .0 an..� m_.___._. ....... . _.__... _ .-_.. ..._.. .._ .... . __. _ .. ._.. ... .._ . ._. . ._ . ._ .. .. ..._ . � ..._ . . _ ' . . . . _. . __. . .._.__. ___.__. . .._ __. . .. . . .. ... _.. . . __ __.
<br /> � NE 1/4, 5EC 13, T.ZSN., R.O4E., W.M. WATER MAIN 5YSTEM CONSTR UCTIONNOTES: SEWER SYSTEM INSTALLATION NOTES
<br /> � , _ �,- � '/ f /,/ � /% _ _,_ _ SNOHOlY1lSH COUNT 1 WASHINGTON 1. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE DEVELOPER SHALL �� PRIOR TO ANY CONSTRUCTION ACTIVITt; THE DEVELOPER SHALL
<br /> SJ"v 1�? R h t A - ��o P.O f� i _ � �% ;_ � , 2 8 0 4 1 3 0 0?0 3 4 0 0 � A R R A N G E A P R E-C O N S T R U C T I O N C O N F E R E N C E W I T H T H E C I T Y O F
<br /> _� ` ` ARRANGE A PRE-CONSTRUCTION CONFERENCE WITH THE C1TY OF EyERETT. THE DEVELOPER AND PROPOSED ON-SITE SUPERVISOR
<br /> � � � �� � � �r � F '��`✓ �� - a EVERETf. TNE DEVELOPER AND PROPOSED ON-SITE SUPERVtSORS SHALL ATTEND. �
<br /> 4 SHALL AITEND.
<br /> � ,- " '�' 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WlTH THE
<br /> � 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE �qTEST REVISION, INCLUDING ADDENDA AND UPDATES, OF THE
<br /> PROPOSED 3/4" lRR1GATION � LATEST REVISION, INCLUDING ADDENDA AND UPDATES, OF THE C11Y C11Y OF EVERETT DEVELOPER STANDARDS. CONTRACTOR TO HAVE
<br /> WATER METER WITH � a OF EVERETf DEVELOPER STANDARDS. CONTRACTOR TO HAVE CITY THE DESIGN AND CONSTRUCrION STANDARDS AND SPECIFICATION
<br /> � BACKFtOW PREVENTION. 4 , ,� / �ooa' OF EVERE77 STANDAROS ON JOB SITE. FOR DEVELOPMENT ON JOB SITE AT ALL TlMES WHILE
<br /> 2 � CONNECT TD EX. . 4 a / � S ' I CONSTRUCTION IS IN PROGRESS.
<br /> WATER METER . r -� �`�'¢�� ��. - PERMEABLE ASHPHALT p�� 3. AN APPROVED AND DISTRICT SIGNED COPY OF TNESE PLANS MUST
<br /> C3.O . - -ir PAVEMENT C3 R/W � R�� BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
<br /> X , � : � �� �Tp sp' 50' 3. AN APPROVED AND DISTRICT SIGNED COPY OF THE PLANS MUST
<br /> L � ; � N�'E`Q �'�T�y� 4. ALL WATER SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED IN BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
<br /> \J S - - �,, ' �'O ` ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM
<br /> 4p- '- �, o!y 4. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
<br /> ' � % ' , THE PCANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER,
<br /> ' �-%y�' , `' ° - ' - -" EX. 41.5' PAVED LANE APPLICABLE STANDARDS AND SPECiFICATIONS OF THE CITY OF
<br /> �� , , , ��. � � , DISTRICT AND APPROPRIATE PUBLIC AGENCIES.
<br /> , , , . ,� EVERETT, THE PROJECT SPECIFICAT�ONS, AND TNE MOST RECENT
<br /> � % ' ` ' - _ � � � � } 5. NOTIFY TH DISTRICT 72 NOURS 3 WORKING DAYS PR10R TO EDITlON OF THE APW,4 STANDARDS AND SPECIFICATIONS.
<br /> 4' E
<br /> ! ` ` • , ' ��� . - �� , � � �', � . �. � � �� 0.5' CURB BEGlNNING CONSTRUCTION AND FO�R ANY RESTARTS�OF WORK.
<br /> ;� r � ° �. , , � , , . ,, , - � 5. FRONT PROPERTY CORNERS SNALL BE SET BY A LAND SURVEYDR
<br /> /� �' - � � •,, �,� 4� g� LICENSED !N THE STATE OF WASHINGTON PRIOR TO THE START ,
<br /> �A•, < 6� � ; \ \ \ 6. THE DISTRICT SNALL BE NOTIFIED THREE WORKING DAYS PRIOR TO OF CONSTRUCTION.
<br /> �f / � ' ` �\i `CB#4 � � ' �`s8•p , PLANTER SIDEWA K
<br /> THE TIME THE DEVELOPER WOULD LIKE TO CONNECT TO EXISTING
<br /> !� ` ° � . � � % ' `� - _ RIM=558. AB � ., MAINS OR FOR fNS ALLATION OF TAPPlNG TEES THE CONN CTIO 6. NOTIFY THE DISTRICT 72 NOURS 3 WORKING DAYS PRIOR TD
<br /> / � � 4�' � , l ,-� � � • ` s SHALL BE DONE INT ACCORDANCE WITH DISTRICT REQUIREMENTS.N � �
<br /> �,-��� t�;h� � ' / ,` �° ' `�' `, � _ , '� � ` " - _ SE BEGINNING CONSTRUCTIDN AND FOR ANY RESTARTS OF WORK.
<br /> � ��� • � x `; ��� ` � , � ,�-�;i� PVC()557 6� (AB)� � �� � �% DEVELOPER SHALL NOT OPERATE ANY DISTRICT VALVES; THE
<br /> 558.�G/ 4
<br /> � � �� i �� %� �, •, �1 �/{.��i i',E 4' ' �` ` r �8i r.--
<br /> �^ _�- �l� ' � ��� ° � � � �%���-;;-*.1E 4" PVC S)=558.15 (AB)- � � ��� , WIIL BE OPERATED BY WATER DlSTRICT PERSONNEL ONLY. 7. - - -
<br /> ' , , E-k ,_ =
<br /> �7�. �,,
<br /> T! �TY 0 ATION CALL 1 800 424 5555 A
<br /> , ,, 1� , , . :
<br /> _ �, r� -� ; .�h�`, e X \ � x� ,, � , ��--�\ , , EC�f�1'0� . ; _ --- - _ _ - - - -
<br /> ' ' FORAID IN U L L C ,
<br /> �J,� �t ,F� "JL _� _ \ 7. FOR A D IN UT TY LOCATION C 1 800 24 5555 A M NIMUM OF'CO STRUCTIDN.oEX ST1NGwOR�IN� DA�HETHER�SHOW�EOR N'OT,
<br /> , ` � - f � ,, ;, 0 �"� O F 4 8 H O U R S' 2 W O R K I N G D A Y S L P R I O R T 04 B E G I N N I N G O F'
<br /> �F 4',�,�P{lNj= �,� �,; � =`�"� � ` ,� , , , � ,, I R OF W� � a�� � � � )
<br /> CONCRETE CUR AND CONSTRUCTION. EXISTING UTILITIES, WHETHER SHOWN OR NOT, SHALL BE tOCATED PRIOR TO CONSTRUCTION, SO AS TO AVOID
<br /> i' � �`,��� � ,� � � �� ������ �� � � � ,� , , -�� � � � '� GUTTER TYPE A-1 SEE SHALL BE LOCATED PRIOR TO�CONSTRUCTION, SO AS TO AVOlD DAMAGE OR DISTURBANCE, AND THE DEVELOPER SHALL ASSUME
<br /> � r � � '�'_ � � �r��� ; ,% ���� � � �� �: � r , , �'���� "�� � STANDARD DW6. 307 DAMAGE OR DISTURBANCE, AND THE DEVELOPER SHALL ASSUME ALL RESPONSIBILI7Y AND COSTS CONNECTED THEREWITH TD
<br /> EX. F.H. �j ,_ . • ^� g_� �: ; ' ' ��2� \, �� ; �'�.i� ` � �:` ALL RESPONSIBILITY AND COSTS CONN CTED THEREW H TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY.
<br /> (TO BE RELOCATED. ���,L, ' 4 ` `� ° ° �` ` � '. � � � �, ` `-%�-; � % � MIN. 2" CRUSHED PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY.'T
<br /> SEE NO7E' �2) � ` ' � ' � � �� < '� - SURFACING BASE COUR 8. PIPE LENGTHS, MANHOLE DEPTNS, ETC., AS SHOWN ARE'NG
<br /> � � � � ;"�� �� � � � '� '� � " �� � � � �°�� � RlM= 4 � ��'''�� � $ APPROXIMATE. DEVELOPER IS RESPONSIBLE FOR SUPPLY
<br /> .- ,, � a �- �,
<br /> . , _ WATER L NE CONSTRU TION WITHIN T OPOSED
<br /> a , , o . CEMENT CONCRETE 1 C HE PR DEVELOPMENT
<br /> ' _ < � � " � S(DE ALK EE STANDARD SHALL NOT OMMENC UN IL HE STREE( HAS BE BROUGHT TO PROPER QUANTITIES OF MATERIALS.
<br /> � , 59.00, �
<br /> O �°'" � � ° a �� , ` ` ��`�' , DWG.w312 S SUB-GRADE,CMEE(1NGECITYT OFT EVERE7T APPROUAL EN `
<br /> 4 0' , ?�l „ " ` . � � ' 9. WITH A COPY OF ALL CUT
<br /> , � � • "` � � PROVIDE THE DISTRICT'S INSPECTOR
<br /> C3.� , h � ' � �`O� : , ; Z FRONTAGEIMPROVEMENTS(EVERGREEN WAY) 9. WATER MAIN SHALL BE FIELD STAKED PRlOR TO CONSTRUCTION, SHEE(S PRIOR TO CONSTRUCTION.
<br /> CB#1 a° � ,� °<� � 3, N.T.S. ARTERIAL TYPICAL ROADWAY SECTION STD. 301 WITH 25' STAKES ON CURVES. LOT CORNER STAKES SHALL ALSO
<br /> ,,,. «�, , < ° e`� ` � 10. MANHOL S SHALL BE CONSTRUCTED AS PER DISTR CT TA DARD
<br /> BE IN PLACE PR/OR TO CONSTRUCTION. E 1 S N
<br /> """�'� < , R=5 '`� ' ,. " .�, � ` DEfA1LS. INCLUDING CONSTRUCTION OF CHANNELS. WHERE
<br /> _ , , ' < < S
<br /> RIM=557.69 (AB) 1 ,<. , ,, "` � " e a �� ° ROOF DRAIN 10. PIPE SHALL BE DUCTILE IRON, AWWA CLASS 52 THlCKNESS, WITH INDICATED, PROVIDE KNOCK-OUTS AND CHANNELIZA710N FOR SIDE
<br /> e , � � � RUBBER GASKErS, PUSH-ON TYPE, OR MECHANICAL JOINT, SEWER OR FUTURE MAINLINE EXTENSIONS; AND FOR PVC PIPE,
<br /> !E 8' PVC(S)=556.16 (AB) ``� < � �e.Nl,yD� pp < • G'�� �. ���5� MINE
<br /> �
<br /> R I A WAT RTIGHT F EXIBLE RUBBER BOOT OR HEAVY DUTY
<br /> , _
<br /> P D E
<br /> � �° � F,Q Q 4�. e p - �ja, �1 � �NED'N DUCT�E SRONJFANDrOElTHER M'ECHANICAL JOINT OR FI.ANGED, SAND COLLAR. PROVIDE LOCKING L1DS FOR MANHOLE COVERS.
<br /> , , o '
<br /> 8LF 8" OVERFLOW � 0.509� MIN '` , � . � - ` • � > < .�`\\ ��s9sF + "`G R�3 s�._ P L 30' � R�w R�w AS INDICATED HEREIN.
<br /> �,�• � / 5LF 8� SD � 0.82q ,� �, / 30' 11. CONNECTION TO EXISTING MAIN SHALL BE DONE SO AS TO
<br /> � � �� ,``"� ` � r ' 11. UNLESS OTHERWISE SPECIFIED VALVES 12" AND SMALLER SHALL PREVENT ANT FOREI�N MATERIALS FROM ENTERING EXtSTING
<br /> � ,
<br /> - � - �� �',� �� �' f ' 6�� ,�� e g , BE DUCTILE IRON RESILIENT SEATED GATE VALVES: ACCEPTABLE SEWERS. EXISrING PIPE IN SADDLE MANHOLE INSTALLATIONS
<br /> �, , � ' o � VALVES ARE MUELLER, CLOW, M&H, U.S. PIPE AND AMERICAN SHALL NOT BE CUT OR REMOVED UNTIL INSTRUCTED TO DO SO
<br /> - ' � - � a � , ' w EX. 18' PAVED LANE FLOW CONTROL, SERIES 2500. VALVES LAR�ER THAN 12" SHALL BY THE DISTRICT.
<br /> ��� E� � `� , PROPOSED 6" -, ' 13.3" 17 ' S.5' � '
<br /> v CLEANOUT "' e E ` B E D U C T I L E I R O N B U T T E R F L Y V A L V E S; A C C E P T A B L E U A L V E S A R E
<br /> ��� �P) 4�8 � a P� ' e o � PRATT GROUNDHOG, DRESSER 450 AND MUELLER LINESEAL IIL 12. CONNECTlON TO EXISTING MANHOLES SHALL BE MADE BY
<br /> �� UrILIZATION OF A CONCRETE CORE-DRILLiNG MACHINE OF
<br /> R I M=5 5 7.6 9 (A B) O � 9�, '`��J � �,� , � ��" 0.5' CURB 1 2. A L L W A T E R W O R K S F I T T I N G S A N D B O L T E D A S S E M B L I E S S H A L L B E A D E QUAT E DIAMET ER TO GROUT IN PLACE AN ADAPTER IF PVC
<br /> . `` �.� � a ���7' � C8#3 � COMPLETELY COVERED WITH VISQUEEN PLASTIC, 4 MIL. THE END SEWER UNES ARE INSTALLED. ALIGN CORE-DRILLING MACHINE TO
<br /> IE 8 PVC(S)=556.16 (A8) sp, � � O e�� � ` `9S,c�� ��-�g-�.� Z 6. 5,5� OF THE PLASTIC SHACL BE TAPED TO SECURE THEM TO THE PIPE PROVIDE MINIMUM OF 0.10 FOOT DROP ACROSS THE MANHOLE.
<br /> ,y�� �'y,Q LIGHTPOL
<br /> �, �',p�,�'qT � (SEE SITE PtAN) 6" PVC � � <, y > ,o ` �� I I R1M- LANTE IDEWALK _
<br /> • " -558.26 (AE P R S 13 HYDRANTS SHALL BE MUELLER CENTURION A 423, CLOW 13 PVC PIPE SHALL BE SDR-35 ASTM D3034 FURNISHED IN
<br /> ; -
<br /> � � � � Q, '� � .; � � �� ' IE 4" PVC(NW)=557.10 (AB} MEDALUON, OR DRESSER RELIANT 929 MEETtNG AWWA 13-FOOT MAXIMUM LENGTHS AND SHALL BE FULLY ENCASED IN
<br /> � / FO���ti �'cu'�r -
<br /> , ,'/ � ,�, �, . 96 p, `�O / � ' a ee E 6" PVC(S)=556.85 A B� „f 2� : S P E C l F I C A T I O N S. H Y D R A N�S S H A L L B E F U R N I S H E D W I T H T H R E A D E D P E A G R A V E L (O R C R U S N E D R O C K, B A S E C O U R S E, I F I N S r A L L E D
<br /> , ���S` `� ` `" J J ` � `�� OUTLETS, MEETING FIRE DISTRICT/DEPARTMENT STANDARDS. BOTH WITHIN THE CITY LIMITS OF EVERETT) EXTENDING FROM 4 �NCHES
<br /> � �� �,� �� GREASE o• � � � �� , �•�.
<br /> ;! `' � INTERCEPTOR / o/ ' � THRUST BLOCKING AND MEGA LUGS RESTRAINTS ARE REQUIRED ON BELOW TO 12 INCHES ABOVE PIPE BARREL.
<br /> ,��f ° GI-2000 �' ,. EACH HYDRANT INSTALLATION. NYDRANTS WITHIN THE C�TY OF
<br /> O ��� `" �' EVERETT FlRE SERVICE AREA AND FIRE DISTRICT #1 SHALL BE 14. DI SANITARY SEWER PIPE SHALL CONFORM TO AWWA C 15] AND
<br /> ;' ��� j �� . � . �
<br /> �� ��^t %" , h� ° O � � M I N. 2" C R U S H E D EQUIPPED WlTH 4-INCH STORZ ADAPTERS; ALL OTHER HYDRANTS SHALL BE POLYETHYLENE OR EPDXY LINED, RESTRAINED JOINT.
<br /> ���� ' BIDRETE.NTION-A ? �`�., � c�i> ' SURFACING BASE COURSE SHALL UTILIZE A 5-INCH STORZ ADAPTER. ALL HYDRANTS SNALL THE DI PIPE SNALL BE CLASS 52, UNLESS OTHERWISE APPROVED.
<br /> , d�' - • 66'' ��Q `� CONCRETE CURB AND HAVE A 4 �" NST THREADS ON PUMPER PORT.
<br /> 3 � S' 15. A MINIMUM HORIZONTAL DISTANCE OF 10 FEET SHALL BE
<br /> ,� 1� � R�M=55�85 �ae) Q � currER npE a-� 3 FRONTAG�'IMPROVEM�'1V1'S(HOLL�'DR)
<br /> / , C3.Z Sg, 6�\`� D 14. PROVIDE THRUST BLOCKING AND/OR RESTRAINEQ JOINTS AT ALL MAINTAINED BE�WEEN ALL SEWER AND WATER MA1NS. `
<br /> �-!r , ; IE 8" PVC(N)=555.95 (AB) •� O�� e �-�-j .,� SEE STD DWG. 307 3.
<br /> � ; a 4, N.T.S. ARTERIAL ]YPICAL ROADWAY SECTION STD. 302 FITTINGS AND BENDS AND UP-THRUST FITrWGS, IN ACCORDANCE
<br /> , IE 8 Pi/C(SE)=556.00 (AB) N � ��'p,Q , lE: 556 (AB) i- WITH DISTRICT STANDARDS, CONDITIONS AND SPECIFICATIONS. 16. SIDE SEWER SHALL BE A MINIMUM OF 6 INCHES IN DlAMETER
<br /> IE 8" Pi�(SW)=555.85 (AB) S8� �1 �. Y'� 9' "- AND SHALL HAVE A MINIMUM SLOPE OF 2q. SIDE SEWER SHALL
<br /> 6�S" � � rF' .1fl S.CY'' 0.7' 15. ALL NEW CONNECTIONS TD THE EXISTING WATER SYSTEM SHALL INCLUDE TWO 6-INCH TEES AT lHE PROPERTY LINE; ONE WITHIN
<br /> � � R� BE tN STRICT CONFORMANCE WITH THE APPROPRIATE SUBSECTIONS THE PUBLIC RIGHT-OF-W,4Y AND ONE WITHIN THE PRII/ATE
<br /> 22o Q RIP-RAP �p' " DRAINAGE NOTES: OF THE SPECIFICATIONS OF THE DISTRICL NO CONNECTlON SHALL PROPERlY. SEE DETAIL.
<br /> •��, \ � PAD ulYP.) BE MADE BEfWEEN THE NEW MAIN AND THE EXISTING MAINS UNTIL
<br /> >' � " ` ' THE NEW PIPING NAS BEEN FLUSHED, DISINFECTED, TESTED AND 17. ALL SEWER LlNES SHALL BE CLEANED AND TESTED IN
<br /> (/' � BIORETENTION-� 1. NO PART OF THE DRAlNAGE SYSrEM SHALL 8E COVERED, CONCEALED, OR PUT INTO RECEIVED SATISFACTORY BACTERIOLOGICAL rEST RESULTS. ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS.
<br /> USE UNTIL IT HAS BEEN INSPECrED, rESTED AND ACCEPTED BY TNE GTY OF EVERETT.
<br /> �°�- � 16. INDIVIDUAL WATER SERVICES TO THE PROPERIY LINE SHALL BE 1" 18. rHE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
<br /> BEEHIVE 2. ALL WORK AMD MATERIAL SHALL CONFORM 70 THE CITY OF EVERE77 OESIGN AND DIAMETER MINIMUM SIZE AND BE INSTALLED W1TH 36" MINIMUM AND/OR REPAIRING ASPHALT AND GRAVEL SURFACE DiSTURBED
<br /> -�--�� CONSTRUCTION STANDARDS AND SPECIFICATIONS AND 7'HE WSDOT/APWA STANDARD COVER. AS A RESULT OF THIS CONSTRUCTION UNTIL THEY ARE ACCEPTED
<br /> _ -}F-.rr5.�r,. SPECIF�CATIONS FOR ROAD, BRIDGE, AND MUNlCIPAL CONSTRUCTION (CURRENT BY THE PUBLlC WORKS DEPARTMENT OF TNE CITY AND/OR
<br /> � RIM=657.60 (AB) EDITION). 17. BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED ON ALL COUNIY. •
<br /> � IE 6" PVC=555.28 (AB) RESIDENTIAL FIRE SPRINKLER SYSTEMS AND LOCATED IMMEDfATELY
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM A�AIIABLE BENIND THE WATER METER ON THE PROPERTY S�DE.
<br /> - "� 2�� ASPHALT RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE 19. COMPACTIDN: ALL TRENCH BACKFILL AND ROADWAY EMBANKMENT e
<br /> ^ RESPONSIBLE FOR VERIFICATION OF LOCA710NS AND TO AVOID DAMAGE TO ANY SHALL BE COMPACTED TO 959 OF MODIFIED PROCTOR DRY
<br /> � OVERLAY (TYP.) 18. ALL COMMERCIAL, MULTI-FAMILY, INDUSTRIAL AND IRRIGATION MAXIMUM DENSIlY IN ACCORDANCE WITH ASTM D1557, EXCEPT
<br /> � ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTlLITIES ARISE DURING SERVICES SHALL INCLUDE A DOH APPROVED BACKFLOW THE TOP 6" IN PAVED AREAS WHICH SHALL BE 100q.
<br /> - o CONSTRUCTION, 7HE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND PREVENTION ASSEMBLY LOCATED ON THE PROPERTY SIDE OF THE
<br /> --- P E R M E A B L E A 5 P H A LT(4"M I N� O R C�N C R ETE � ANY CHANGES REQUIRED SHALL BE APPROVED BY THE C11Y ENGINEER PRIOR TO WATER METER. ALTERNATE LOCATIONS MAY BE ACCEPTABLE UPON
<br /> __._---" 1 i+ r 20. MANHOLE COVERS LOCATED IN ASPHALT AREAS SHALL BE
<br /> � SCALE� 1 - ZO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. APPROVAL BY C11Y OF EVERET(. STRUCTURES REQUIRING FIRE
<br /> -"~ (6"MIN� WEARING COURSE �SEE NOTES 1 AND b) � - o • - ADJUSTED TO FINISH GRADE PRlOR TO PAVING.
<br /> - ,�, a _-- J = ^�' SPRINKLER SYSTEM SHALL NAVE AT LEAST ONE BACKFLOW
<br /> o c o 0 0 � � r='�, ,�:>°c� c �
<br /> Z o 0 o a o Q o�o�a�o �� Ly � _�i a � r _ . __ � --- - 4. ALL sroRM sYsrEMs wl rHIN rNE Puelrc RICNr-oF-wAr oR IN EASEMENrs Musr aE PREVENTION ASSEMBLY PER EACH STRUCTURE, PROTECTING THE
<br /> _ o 0 0 0 0 � �_,? o�o a��}���o o a - -" �- -- - -- - - k STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. 21. NO NEW UTILITY FACILITIES WILL BE ACCEPTED BY THE DISTRICT
<br /> o�o°a�o°o°a°o"a°a c o 0 0 0 0 � 4 POTABLE WATER SYSTEM FROM THE FIRE SYSTEM. THE BACKFLOW
<br /> � o o a a c� fl o 0 o c o a o o " IF PROPER INSPECTIONS HAVE NOT BEEN COMPLFfED.
<br /> 0 0 0 0 0 0 0 0 o a o o e� a �� .r--- LEVELING COURSE OPTIONAL 'n � 20 10 0 20 40 PREVENTION ASSEMBLY SHALL BE LOCATED IN A FLOOD PROOF
<br /> = o 0 o a o 0 0 0 � o 0 o t� o r--- ' � o
<br /> � o o�o o�o`b p{}v O�6�Q a O�a�o�o�,o�o l✓_��= S E E N OTE 4 , 0 5. A L L C A T C H B A S(N G R A T E S M U S T B E S T E N C I L E D O R S T A M P E D "D U M P N O
<br /> � � _ VAULT OR SERVICE BOX, DEPENDING ON SIZE, OUTSIDE THE 22, SEWER SERVICE !S A�AILABLE ONLY AfTER TRANSFER OF
<br /> , „ „ _ � _ WASrE, DRAINS T� STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND."CHOOSE STRUCTURE IN A LOCATION APPROVED BY TNE CITY OF EVERET(.
<br /> 1 "2 � � APPROPRIATE FEATURE FOR THE PROJECT. AND AFTER PAYMENT OF ALL
<br /> �_
<br /> �: - = ' � OWN RSH P TO THE D 1
<br /> -,, E I ISTR CT
<br /> RESERVflIR COURSE - 6'"M!N PfRMEABLE CURRENT APPUCABLE FEES.
<br /> ��'�a � ' -�. J �� ` 'f� t � 5 � �� 19. WHERE ROAD GRADES ARE ESTABLISHED, PROVIDE A MINIMUM OF
<br /> , X;,--��_•.,x�, ' �'.'._
<br /> � �r�, �f ' � � � ���` ,�� �_--�' BALIAST 48" COVER OVER 12" OR LARGER WATER MAINS, AND PROVIDE A
<br /> �, ������ '���� .
<br /> � ��, - MINIMUM OF 42" COVER OVER 8" MA(NS; OR ADDfTIONAL DEPTH '
<br /> � " AS REQUIRED TO MISS OTHER UTILITIES. `
<br /> � ��` �".�., � � /�
<br /> �f--�:-.,� �.----- NON-WOVEN GE�TEXTILE IF REQUIRfQ _�
<br /> _�, c ,�__, , ,; � �s;_, ,� � �0�� l"d ���
<br /> ''--��� o�-�� c .--�V i �- c r .;� �` - • � , 20. WATER MArNS CONSTRUCTED WITHIN EASEMENTS OR PRrVATE
<br /> �c�--,� --,
<br /> RIM=556.21 (AB)
<br /> ,��d .'� �"�� ;� ��, ,�� ���� '"r-f' �SE E N OTE S} � � � � ASPHALT
<br /> '� 2" COMPACTED DEPTH CLASS B ROADS SHALL BE INSTALLED W1TH POLYE(HYLENE ENCASEMENT,
<br /> � ' �' '- � F`� IE 6" PVC(N)=554,33 (AB) �` RESTRAINED JDINTS AND WITH A 5'-0" MINIMUM COVER. DURING This Record Drawing has been prepared, in part, based
<br /> � � � '�'� IE &" CP -554 6 4" COMPACTE DEPTH CR SURFACE LLiC on As-F�uilt' information provided by others.Though
<br /> P(S)- • � (�) 27.6' 19'-6° 5.5' f' � • BACKFILL OPERATIDNS, FURNISN AND INSTALL 3" WIDE META
<br /> z �• x �, `�. �, , \� � �-- TOP COURSE MARKER TAPE WITH 3 FEET OF COVER OVER WATER MAIN. the as-bui!t information and this drawing are based on
<br /> � � � . , � `' �' � , r `� ;� �,�M ����,;�_ � �� the bE�t �;;ailable inf�rrnation, no presumption should
<br /> � . ,�- . ,A., , , �,, ,, •. • , , ' _ _ ` V��_ ---_ �' 6" COMPACTED DEPTH GRAVEL BORROW Z1. MlNIMUM RADIUS FOR 12" AND SMALLER PIPELINES CONSTRUCTED e made regar ing tt�e drawing's accuracy.
<br /> � - ,` „� V.`.. '_ . __ ... �� -P� iF i� � F'r{._;" .i
<br /> ,'.�. / / 0 ON CURVES (4 DEGREE DEFLECTION PER JOINT) IS 258 FEET.
<br /> '. -, --_,,,�� � iE 12" CPP(E)= ,;,.b�� % / `' \
<br /> \� '� � ' /.ti',�\�\-: \:\ \ `, ' � �
<br /> ,�\ �� \.` � `\ ��\'�\,,.�\f�,�r� ��```�-.._ ' j�\�,�'�� ,` 22. COMPACTION: ALL TRENCH BACKFILL AND ROADWAY EMBANKMENT � �3�
<br /> �: �/ l<1�i'/ �% 'l �% �/ �/'� /,; �
<br /> /��/��, � � ,;������/��f�r��r��.�l� --�--�� RUNOFF TREATMENT LAYER �,� � � ;� � �� 4 �YPJCALPAVINGSECTI�N S H A L L 8 E C O M P A C T E D T D 9 5 q O F M O D I R E D P R O C T O R D R Y Si ned By Date
<br /> ��/��i�/��'i;,��/������/��.,�;��/�i��/��%'�j�/�' �S E E N OT E 7� ,p g 2 � ,' ��� �� NOT TO SCALE REF CITY STD 3-5.2 MAXIMUM DENSlTY lN ACCORDANCE WITH ASTM D 1557, EXCEPT �� �
<br /> .�,\ \ \, \� ���\f�\`\r.`�;.
<br /> ���• �` �,�. ,) \ �° � 3' THE TOP 6" IN PAVED AR E A S, WHICH SHA L L B E 1 0 0 ���-� �C Permit Ins pec t or
<br /> .�if ���j�,;�y�, �r,
<br /> -�._.
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<br /> � NATIVE SUBGRADE (SEE NOTE 8) Z � 6''• � i� ,,, 4�./ i ��� � . C O N S T R U C T I O N I N S P E C T I O N W I L L B E D ON E BY CI T Y O F E V ER E T T �
<br /> 6. � �; � �'i' ,i `u � AND/OR THEIR DEStGNATED ENGINEER. ND NEW UTILITY FACILITIES `
<br /> o � �6, A ,�� ` �� ` WILL BE ACCEPTED BY THE DISTRICT IF PROPER INSPECT(ONS
<br /> � �' �9. � /y HAVE NOT BEEN COMPLETED.
<br /> 1 PERMEABLE ASPHALT OR CONCRETE PAVEMENT SECTION � xr �' - 'o�, ',�a,� � 24. THE WATER MAIN CONSTRUCTION PHASE WILL NOT BE CONSIDERED
<br /> 1 1 300 1 03300 � ��� � �'�. � -. COMPLEfE UNTIL THE INSTALLATION IS ACCEPTABLE TO THE
<br /> NOT TO SCALE CITY OF EVERETT STD. DWG. N0. 430 ����� s �+ Y ` � '�' �� '`��� DISTRICT INCLUDING A SATISFACTORY HYDROSTATIC PRESSURE TEST,
<br /> 3' � a , �, �,/�� q '---��/ � , \ � ;� �- �r �r3 �, A SATISFACTORY DISINFECTION TEST, SATISFACTORY FLOW OF
<br /> � �, ' � -�'�'�., \�� ' i� , - . SERVICEOLINES, AND COMPLETION OF ALL ITEMS ON THE
<br /> • ^ , .. _ � a ��� � ,�� �n , ,;' r:
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<br /> � INSPECT R'S PUNCH LIST.
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<br /> � �' ' � ' � � �'� ��� 25. WATER SERVICE IS AVAILABLE OP1LY AFTER TRANSFER OF
<br /> o� � � , � �. _ _ .,
<br /> ��" ` �.. IX �� � � OWNERSHIP TO THE DISTRlCT AND AFTER PAYMENT OF ALL
<br /> PERMEABLE ASPHALT NOTES: � '' //✓ F.H. � CURRENT APPLfCABLE FEES. I�651 GFIT E RI G I IV E E R I PI6 �O.
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<br /> 1. PERMEABLE PAVEMENT WITHIN ClTY RiGHT-OF-WAY 6. PERMEABLE CONCRETE MUST BE �NSTALLED BY A CERTtF1ED �� � °'� ,���, �,' � � � P.O. BOX - 1475
<br /> 'e . , ,
<br /> REQUlRES APPROVAL BY THE CITY ENGINEER WHEN PLACED PERMEABLE CONCRETE INSrALLER. PERMEABLE ASPHALT ��; , " io "'o� g !� a ;'���' �F.��14' ���E�� EVERETT, WA 98206
<br /> ,
<br /> BENEATH A TRAVELED WAY. THESE GUIDELlNES PROVIDE A MUST BE INSTALLED BY AN EXPERIENGED PERMEABLE \, � a -t � �/ �t ,2 CPF(�'v) ��3.a� (425) 303-9363 (425) 303-9362 FAX �
<br /> , �:,
<br /> MINIMUM DEPTH FOR THE HYDROLOGIC PERFORMANCE OF ASPNALI' INSTALLER. �,' � ,�c�. ^ ��y ,� . ��� (E 12" C°P;S; 55`.7? INFO@INSIGHTENGINEERING.NET
<br /> THE PERMEABLE PAVEMENT. THE STRUCTURAL CAPACITY OF ^ a° �� ' ------- --- --
<br /> _ -_�`"`�, " ° _ / � � lE ��" CGr�;WJ- ���_?7
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<br /> PAVEMENT SECTIDNS WHEN SUBJECT TO VEHICULAR LOADS 7. APPROVED SOIL MUST HAVE A CATION EXCNANGE RATIO OF ! \\� �''!����```� , F ° ,' � - '
<br /> DEPENDS ON SEVERAL FACTORS AND MUST BE DESIGNED BY A AT LEAST S.OMEQ/100G. THE AMENDED SOIL SHOULD `-;�:,, ;:: _ . ,p�0 ° ° ° Nr' ; - - - - -" - SITE ADDRESS: 8525 EVERGREEN WAY
<br /> LICENSED PROFESSIONAL ENGINEER. CONSIST OF ADEQUATE COMPOST MIXED WITH CLEAN �� ` ��� .,, _ � .�g a a ` , EVEREIT, WA. 98208-2616
<br /> M E D I U M T O C O A R S E S A N D T O A C H I E V E A N O R G A N I C �`�' �� � �� � ' ' ° ` 3
<br /> � , --- 1 AS-BUILT SJM o2-05-2020
<br /> 2. LONGITUDINAL SLOPE, 0 TO 59 MAX. FOR PERMEABLE CONTENT OF AT LEAST 109 BY DRY WEIGHT. r��-��t� * % Y C 3.O k` -"--
<br /> ASPHALT, 8� MAX. FOR PERMEABLE CONCRETE ' ° ' � � ' ' ' TAX ACCOUNT NO S 28041300103900
<br /> f '` � � � �� � PERMEABl.E ASPHALT PAVEMENT RfV. N0. DESCRIPTION 1NITIALS DATE • �
<br /> 8. EXISTIN6 SUBGRADE TO BE SCARlFIED IF AREA UNDER /`' ,a '54' i ,/'
<br /> 3. USE CHECK DAM OR OTHER METHODS TO MAXIMIZE EXISTING BUILDtNG IS T00 COMPACTED. �� ' < �` "` / `� `� '' `'
<br /> � � ; ,:
<br /> � � �� - ��
<br /> PONDING IN THE SUBSURFACE FOR LONGITUDINAL SLOPES - y ° , R�M=55�•�� �ABI `��` '
<br /> -a � < < , ,� `-�� -�==IE 12 p CPP�N)=533.58 �) R� �
<br /> EXCEEDING 2�. SEE STANDARD DRAWING 431. _ �.
<br /> � _ ,
<br /> IE t2 RCP E)=533.58 AB) Q,p F w q s
<br /> 4. LEVELING COURSE MArERIALS: 1.5° TO U.S. N0. 8 ` � �� -" ; � IE 12" RCP(S)=533.58 (AB) �, ,� �t�9,� �1�4, SEC 13, T.28N.,R.Q4E., W M
<br /> UNIFORMLY GRADED, CRUSHED (ANGULAR), THOROUGHLY - - �, . ��� ti G�
<br /> ,:_�<c�� ;: � \,,� � , % ' - IE 6" RCP(W)=533.66 (AB) ��,�' 1`� �7' B URGER KING
<br /> WASHED STONE. �� ���,
<br /> 5. GEOTEXTILE SHALL BE PROVIDED BETWEEN RUNOFF � � ��� \�� � ,� �`���� Tl'PE-1 DRIVEWAY 3 � � z '
<br /> TREATMENT LAYER OR NA17VE SOIL AND PERMEABLE �����`�` � /� . `__-�,,' RAMP PER COE 315 C3.1 NOT�'S.' �, cU DW6 FfLENAME DESIGNED BY: DATE SCALE: JOB NO.:
<br /> -, \
<br /> BALLAST WHEN RECOMMENDED BY 6EOTECHNICAL ' y�� � / ;!� i O�, � 36499 t�q� 180961-AB.DWG JRC ]0-16-2018 1"=20� I 5-0961
<br /> ` " ,�� �` -_ ^ 1. G S1DE SEWER AND WATER METER TO REMAIN �'s cj S T E� �
<br /> EXISTIN
<br /> PROFESSIONAL OR PAVEMENT DESIGNER. GEOTEXTILE SHALL � ,�/° / � - � _ -- , S tS�
<br /> BE PROVIDED WHEN FINES IN NA71VE SUBGRADE EXCEED 7% �}. " _'�" `� A N D S H A L L B E U S E D F O R T H E P R O P O S E D S U I L D I N G. I�N A L � S H E E T
<br /> � AS-BUILT
<br /> ON THE �200 SIEVE. GEOTEXTILE SHALL BE PLACED BETWEEN PERMEABLE 2. F1RE NYDRANTS CONNECTION TO TH E WAT E R MAI N � � �T ,� *m 2
<br /> BALLAST AND TREATMENT LAYER IF A TREATMENr LAYER IS USED. SHALL Bf MADE BY CI1Y CREW. D1�l-f11�AGEti1�'L CJ.O
<br /> GEOTEXTILE SHALL BE GEOTEXTILE FOR SEPARATION PER WSDOT/APWA 02-06-2020
<br /> STANDARD SPECIFICATION 9-33.2, NON WOVEN, TABLE 3. UTILITYPLAN
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