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' /`� ' , / � NE I�4, SEC 13, T.ZBN., R.O4E., W.M. WATER MAINSYSTEMCONSTRUCTIONNOTES: SEWER SYSTEMINSTALLATIONNOTES
<br /> ° / C �3"� � ' ' ' '' ' '' ' ' ' � �� � � ' � � � � 1. PRIOR TO ANY CONSTRLiCTION ACTIVITY, THE DEVELOPER SHALL
<br /> / / - SNOHOMISH COUNTY, WASHINGTON 1. PRIOR TO ANY CONSTRUCTION ACTIVI7Y, THE DEVELOPER SHALL ARRANGE A PRE-CONSTRUCTION CONFERENCE WITH THE C11Y OF
<br /> �;,UND REBAR & CAP 28041300103400
<br /> SDMH RI,M = 560.0 `' � ARRANGE A PRE-CONSrRUCT10N CONFERENCE WIrH THE CITY OF �ERETT. THE DEVELOPER AND PROPOSED ON-SITE SUPERVISOR
<br /> � "9567 CHENOWE7H" 0.2'(N) EVERETT. 7HE DEVELOPER AND PROPOSED ON-SIrE SUPERVISORS SHALL AITEND.
<br /> � SHALL ATTEND.
<br /> �
<br /> , °' � �� 0.2'('✓Y) CF CO,RNER
<br /> � / e a% � �S , 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2• ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WIFH THE
<br /> � � � LL
<br /> � ���,0 � \ � LATESr REVISION, INCLUDING ADDENDA AND UPDATES, OF THE
<br /> � �PROPOSED 3�4" IRRIGATION � ��.' � � LATEST REVISION, INCLUDING ADDENDA AND UPDATES, OF THE CITY
<br /> ` � OF EVERETT DEVELOPER STANDARDS. CONTRACTOR TO HAVE CI7Y THE DESIGN AND CONS RUCTIONASTANDARDS AND SPECIFICATION
<br /> � WATER METER WITH �
<br /> ;' BACKFLOW PREVE TION. � �
<br /> N � , OF EVEREIT STANDARDS ON JOB SIrE.
<br /> �� � � � , �z9��, FOR DEVELOPMENT ON JOB SITE AT ALL TIMES WHItE
<br /> 2 � ! CONNECT TO EX. �� �� �0�;> ������ _ � � ,, - CONSTRUCTION IS IN PROGRESS.
<br /> , s'FT� PERMEABLE ASHPHALT P/L 3. AN APPROVED AND DISTRICT SIGNED COPY OF THESE PLANS MUST
<br /> C3.O WATER METER % P� �� �' �'9C' ` \S PAVEMENF � R�� BE ON rHE JOB SITE WHENEVER CONSrRUCrION IS IN PROGRESS.
<br /> � / ,� � ; , '`�T 6o C3 R�w 50' S0' 3. AN APPROVED AND DISTRICT SIGNED COPY OF rHE PLANS MUST
<br /> \
<br /> 'Q�•r � / �, ' � / O ' ���! �O 4. ALL WArER SYSTEM IMPROVEMENrS SHALL BE CONSTRUCTED IN BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
<br /> X �'"/�� T
<br /> i , �� Q ,� �
<br /> �~ � _ � �� FQ � �_ ACCORDANCE WIrH THESE APPROVED PLANS. ANY DEVIArION FROM
<br /> �
<br /> S � � /6 0,, 1 '�'DO 4. ALL WORK AND MATERIALS SNALL BE IN ACCORDANCE WfTH rNE
<br /> �p, �e , �T/,,, �-, � � THE PLANS WILL REQUIRE APPROUAL FROM THE OWNER, ENGINEER,
<br /> i
<br /> � / �f'� � ` � % �� � ,� FENCE END 0.2'(N) EX. 41.5' PAVED tANE DISTRICT AND APPROPRIArE PUBLIC AGENCIES. APPLICABLE STANDARDS AND SPEGFICATIONS OF THE CITY OF
<br /> ,� �� A y�Q i.' f� , EVERETT rHE PROJECT SPECIFICATIONS, AND THE MOST RECENT
<br /> � '� � " ��� � � � _� '�"�� �� � � OF ROP. LINE 4 5. NOTIFY THE DISTRICT 72 HOURS (3 WORKING DAYS) PRIOR TO EDITION OF THE APWA STANDARDS AND SPECIFICATIONS.
<br /> ,��,` S� � ` ,� � �S � 0.5' C U R B_ � BEGINNING CONSrRUCTION AND FOR ANY RESTARrS OF WORK. 5. FRONT PROPERTY CORNERS SHALL BE SET BY A LAND SURVEYOR
<br /> . � , � Q o � � ��-'
<br /> � � � �r ; �f��; � � ��� �� � ' ' � � � �� � �� ��' ��� 4� g' LICENSED IN THE STATE OF WASHIN�TON PRIOR TO THE START
<br /> 6. THE DISTRICT SHALL BE NOrIFIED THREE WORKING DAYS PRIOR TO
<br /> � �� �'� < �6'�� �' ` �� � ` �i ��";� � � iV THE TIME THE DEVELOPER WOULD LIKE TO CONNECT TO EXISTING OF CONSFRUCTION.
<br /> � , ��� ; � � ,5�, PLAN7ER S1DEW K
<br /> 'a� � i' � � � � / � ����� p MAINS OR FOR INSTALLATION OF TAPPING TEES. THE CONNECTION
<br /> � � �p. �! ��� �' � � `� � � � �" � � � � � ,�, �S�- SHALL BE DONE IN ACCORDANCE WITH DISTRICT REQUIREMENTS. 6. NOTIFY THE DISTRICT 72 HOURS 3 WORKING DAYS) PRIOR TO
<br /> � ;°��� `� / � �.i ` � � ' � '� � �' � ' � �` � 2% DEVELOPER SHALL NOT OPERATE ANY DISTRICT VALVES; THESE BEGINNING CONSTRUCTION AND FO�R ANY RESTARTS OF WORK.
<br /> �
<br /> ' S�MH RIM = 558.50 , � � � �/� /� � V � � " � ` �8� WILL BE OPERATED BY WATER DISTRICT PERSONNEL ONLY. �
<br /> ' � i ,
<br /> �- -�O , �; D��� �� � . � � � � � � i �� '82� 7. FOR AID IN UTILITY LOCATION, CALL 1-800-424-5555, A
<br /> � � / . ���� ; �` X �!_`,r_,��',' � ��� ' � � �' � � ,'�" ,1 ` \� ,\ I_ -_ __- -- _- 7. FOR AID IN UTIUTY LOCATION, CALL 1-800-424-5555, A MINIMUM MINIMUM OF 48 HOURS (2 WORKING DAYS) PRIDR TO BEGINNING
<br /> CB IE R�= 558.40 � � -� �� � OF 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING OF OF CONSrRUCTION. EXISTING UTILITIES, WHErHER SHOWN OR NOT,
<br /> IE 4" �P(W)= 5 �0/ ` �� ; '�-� � � \, � \ \~ \ �� \ �� CONCRETE CUR AND CONSTRUCr10N. EXISTING UTILITIES, WHETHER SHOWN OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION, SO AS TO AVOID
<br /> � � - '�,;` ` '` '-�-^�� ���`'' � � , '' =�;- � \ � ,' �� � ` I GUTTER TYPE A-1 SEE SHALL BE LOCATED PRIOR TO CONSTRUCTION, SO AS r0 AVOID DAMAGE OR DISTURBANCE, AND rHE DEVELOPER SHALL ASSUME
<br /> � � �-
<br /> C' �` STANDARD DWG. 307 ALL RESPONSIBILITY AND COSTS CONNECrED THEREWITH TO
<br /> � `, a� -� � ;��\-����'��� �, /� p � �, � , y DAMAGE OR DISTURBANCE, AND rHE DEVELOPER SHALL ASSUME
<br /> � 'h� � � � \� � \ ALL RESPONSIBILIIY AND COSTS CONNECTED THEREWIrH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY.
<br /> � EX. F.H.-� , I� "`��/ � � � � , � � ` ,�� ,' �,%'r, h�� I � MIN. 2" CRUSHED
<br /> ,- FH � �� ., �� � ,� �� 6 � � ��� ��i�� �, ; A PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY.
<br /> (TO BE RELOCATED. � ` �� � � �-' � ,� � � �, , � l� �r�,� -� SURFACING BASE COUR 8, PIPE LENGTHS, MANHOLE DEPTHS, ETC., AS SHOWN ARE
<br /> � '
<br /> SEE NOTE 2 � � � ° ��� ��-� -�'����� � � o � e � �`F � APPROXIMATE. DEVELOPER IS R�SPONSIBLE FOR SUPPLYING �
<br /> # � � / ' � ' � \� �I�r�\/�;� � o ���„ � CEMENT CONCRETE 8. WATER LINE CONSTRUCTION WITHIN THE PROPOSED DEVELOPMENT
<br /> / j��S �a �;,; r i '� � 8 ` �� ��� �` ' � t SIDEWALK SEE STANDARD SHALL NOr COMMENCE UNTIL THE S7REEr HAS BEEN BROUGHT TO PROPER QUANTITlES OF MATERIALS.
<br /> � Ex. 5" �/� 558 '�� ' � ��.��� ' �� < � o � � DWG. 312 SUB-GRADE, MEETING CIlY OF EVERETT APPROVAL.
<br /> SIDE SEWER-� 4 � � ��%� �- ���,,�� . . �, o � �j ', � CHAIN LINK Ft 9. PROVIDE THE DISTRICT'S INSPECTOR WITH A COPY OF ALL CUT
<br /> � < � e�
<br /> 6:
<br /> ' �/ � � � � ' � � � �"���� __�, & 0.5,bV) 'v� Z FRONTAGEIMPROIIL'�MENTS�EVL'�RGREEN GYAY� 9. WATER MAIN SHALL BE FIELD STAKED PRIOR TO CONSTRUCTION, SHEETS PRIOR TO CONSTRUCTION. �
<br /> � C3..V ° �; e .��� ,:� " 9 � � ,��o� _ �
<br /> , e,< ao
<br /> � a N.T.S. ARTERIAL nP1CAL ROADWAY SECTION STD. 301 WITH 25' SrAKES ON CURVES. LOl CORNER STAKES SHALL ALSO
<br /> y:_
<br /> � a e �'� � h � � �� �' BE IN PLACE PRIOR TO CONSTRUCrION. 10. MANHOLES SHALL BE CONSTRUCTED AS PER DISTRICr SrANDARD
<br /> CB#1 � � "'�� 5' �� �'�P, I I DETAILS. INCLUDING CONSTRUCTION OF CHANNELS. WHERE
<br /> RIM=558f � ;, `'�� �� � ��� R� � � �� '% � I�i� �< ° S 10. PIPE SHALL BE DUCTILE IRON, AWWA CLASS 52 THICKNESS, WITH INDICATED, PROVIDE KNOCK-OUTS AND CHANNELIZATION FOR SIDE
<br /> % _ .• ' - • • �•IE=555.85, 8"0 '�'p � ` �l/� j�,, ' ROOF DRAIN � I' RUBBER GASKETS, PUSH-ON TYPE, OR MECHANICAL JOINT, SEWER OR FUTURE MAINLINE EXTENSIONS; AND FOR PVC PIPE,
<br /> >
<br /> - � J i �. �� , ,�i B��� 1[' � � LF�6" HDPE PROVIDE A W,4TERTIGH7 FLEXIBLE RUBBER BOOT OR HEAVY DUTY
<br /> �� �,�� �� � � � � O �N � ` > , �� I � MEETING AWWA SPECIFICATIONS. FITTINGS SHALL BE AWWA, CEMENT
<br /> '?'YA�ES � '� f� j ?� ,r-i FNT'1`D�_, �o� ° �<��, � � .5� MIN � �, i LINED, DUCTILE IRON, AND EITHER MECHANICAL JOlNr OR FLANGED, SAND COLLAR. PROVIDE LOCKING LIDS FOR MANHOLE COVERS.
<br /> � �� "G' � - � ;
<br /> �,�,�n� �..���{. 4 S 1�E� � , , i� �, �: �'�' �� �� /// �> C R-3' o i � R�w AS INDICATED HEREIN. �
<br /> `ti i � . s� �/ 5LF 8" SD C� 0.82q , 0,, a i�" 6'9S � � �� � � P�L 30' 30' R�W 11. CONNECTION TO EXISTING MAIN SHALL BE DONE SO AS TO
<br /> �_, q� �•lD �:�V t�'� �L�: � ��. ; � S �, < F �� I
<br /> � � , � . � . � , �_ � 11. UNLESS OTHERWISE SPECIFIED U,4LVES 12" AND SMALLER SHALL PREVENT ANT FOREIGN MATERIALS FROM ENTERING EXISTING
<br /> SDMN RIM = 556.9� �% ;�� " IE: 557.5 �,OP 60� ` ' ` BE DUCTILE 1RON RESILIENT SEATED GATE U,4LVES: ACCEPTABLE SEWERS. EXISTING PIPE IN SADDLE MANHOLE INSTALLATIONS
<br /> ��� � �r�` � � 60�-F `� a e I �� VALVES ARE MUELLER, CLOW, M&H, U.S. PIPE AND AMERICAN SHALL NOT BE CUT OR REMOVED UNTIL INSTRUCTED TO DO SO
<br /> � � � EX. 18' PAVED LANE FLOW CONTROL, SERIES 2500. VALVES LARGER THAN 12" SHALL BY THE DISTRICT.
<br /> � 7LF 4° OVERFLOW � 0.50� MIN,�' ' � � - � p�e �_ � � �" `� � �
<br /> � PROPOSED 6"' � 12 C 13.3' 17 ' S.5' ' CO 6, BE DUCrILE IRON BUTTERFLY VALVES; ACCEPTABLE VALVES ARE
<br /> � �� �� �� �� � ) � CLEANOUT � �� � � �' PRATT GROUNDHOG, DRESSER 450 AND MUELLER LINESEAL Ill. 12. CONNECTION TO EXISTING MANHOLES SHALL BE MADE BY
<br /> r I
<br /> � \ \ \ ,p�� TyP� �'sr8 � � � � r 8 � � UTILIZATION OF A CONCRETE CORE-DR{LLING MACHINE OF
<br /> � ,._ ;,�� Uv-; N��,,� Ac.�.�-`,�EEHIV� � s�, � ) `�� O O � ° °J , 0.5 CURB 12. ALL WArER WORKS FITTINGS AND BOLTED ASSEMBLIES SHALL BE ADEQUArE DIAMETER TO GROUT IN PLACE AN ADAPTER IF PVC
<br /> �RIM: 557.85 =_ T o �/ �. '�Y O ��r�� ' $ ! - COMPLETELY COVERED WITH VISQUEEN PLASTIC, 4 MIL rHE END SEWER LINES ARE INSTALLED. ALIGN CORE-DRILLING MACHINE TO
<br /> � `' �E.�oc�-c� r`� `C� � ".�` % IE: 556.3, 4 0 � �%1! y'S'O ^ `�' Q O `�'9 � OF rHE PLASTIC SHALL BE rAPED TO SECURE THEM r0 THE PIPE
<br /> .. � ' _ q O O a� � � z EW,4 PR VI IN
<br /> � g4 �E �'�` / / , � ' , ` �`' � � 0 DE M IMUM OF 0.10 FOOr DROP ACROSS THE MANHOLE
<br /> , , ����. ,� °� � °
<br /> Fp , � O O � 6
<br /> _G_,p�tit�y av��- / �IO TENTION-A �� I - - 6' PVC O � < � � y ' ; o PLANTER SID LK 13. HYDRANTS SHALL BE MUELLER CENTURION A-423, CLOW 13. PVC PIPE SHALL BE SDR-35 ASTM D3034 FURNISHED IN
<br /> 2 i/ � \ �' � O ` ` _`'(TB � �°� � �" MEDALLION, OR DRESSER RELIANr 929 MEETING AWWA 13-FOOr MAXIMUM LENGrHS AND SHALL BE FULLY ENCASED IN
<br /> � E'`�`��' ''t" � �� ' ! U;VD '�=�AR fJi? CAF `` 99�, O a `� � o0 2� SPECIFICArIONS. HYDRANTS SHALL BE FURNISHED WITH 1�HREADED PEA GRAVEL (OR CRUSHED ROCK, BASE COURSE, IF INSTALLED
<br /> � c� /� 0.3'(S) & 0.2'(E) Of CORNER � GREASE ��o� � � � ' :'�'� OUTLETS, MEErING FIRE DISTRICT/DEPARTMENT STANDARDS. BOTH WITHIN rHE CITY LIMITS OF EVERE7-T) EXTENDING FROM 4 INCHES
<br /> � / '` INTERCEpTCR / �� ,, � rHRUSr BLOCKING AND MEGA LUGS RESTRAINrS ARE REQUIRED ON BELOW TO 12 INCHES ABOVE PIPE BARREL.
<br /> �,r
<br /> �'� GI-2000 � ` �;� ��� I� -� EACH HYDRANT INSTALLATION. HYDRANTS W17HIN THE CITY OF
<br /> � ° � / . 'O o00 � �! � EVERE7T FIRE SERVICE AREA AND FIRE DISTRICT f�1 SHALL BE 14. DI SANITARY SEWER PIPE SHALL CONFORM TO AWWA C151 AND
<br /> �� � CB ;F hIM F5?3�-J �\ �=' h `�� � o �� � MIN. 2" CRUSHED �QUIPPED WITH 4-INCH SrORZ ADAPTERS; ALL OTHER HYDRANrS SHALL BE POLYETHYLENE OR EPDXY LINED, RESrRAINED JOINT.
<br /> i
<br /> � ; �� ps, p � �� F �, �� �� ��e � �
<br /> -> ✓ (��' S� J� � �� - SURFACING BASE COURSE SHALL UTILIZE A 5-INCH STORZ ADAPTER. ALL HYDRANTS SHALL THE DI PlPE SHALL BE CLASS 52, UNLESS OTHERWISE APPROVED.
<br /> LIGHTPOLE HAVE A 4 �" NST THREADS ON PUMPER PORT.
<br /> � � Q � IE S" PVC(NE)=555.81 (IN) �� - ' \
<br /> ��' � If 4" PVC(SW�=556.14 (IN) (SEE SITE PLAN) \�� �,3� / , ��S� ' CONCRETE CURB AND 15. A MINIMUM HORIZONTAL DISrANCE OF 10 FEET SHALL BE
<br /> �� / � ,�, �� ` ��� ;i� currER nPE a-� 3 FRONTAG.�'IMPROVEMENTS�HOLLYDR�
<br /> � O � � �`3� �' +� SEE STD DWG. 307 14. PROVIDE rHRUST BLOCKING AND/OR RESrRAINED JOINTS AT ALL MAINrAINED 8E7WEEN ALL SEWER AND WArER MAINS.
<br /> :�� � / ` 50� 6 Ooo < o m 3, N.T.S. ARTERIAL 71'PICAL ROADWAY SECrlON STD. 302 FITTINGS AND BENDS AND UP-rHRUST Fl1-TINGS, IN ACCORDANCE
<br /> % ,�, �'O,p� � a °$ i` WITH DISTRICr STANDARDS, CONDITIONS AND SPECIFICATIONS. 16. SIDE SEWER SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER
<br /> � s ���� �F IE: 556 4 °` � AND SHALL HAVE A MINIMUM SLOPE OF 2q. SIDE SEWER SHALE
<br /> ��6�5�� ,p �?�'� .p�`�� 1� 5.0' 1.8' 'S. ALL NEW CONNECTIONS TO rHE EXISTING WArER SYSrEM SHALL INCLUDE TWO 6-INCH rEES AT THE PROPER7Y UNE; ONE WITHIN
<br /> !y �`,3� G R' BE IN STRICr CONFORMANCE WITH THE APPROPRIArE SUBSECTIONS THE PUBLIC RIGHT-OF-WAY AND ONE WITHIN THE PRIVATE
<br /> 220 � RIP-RAP �p' � � DRAINAGE NOTES: OF THE SPECIFICATIONS OF THE DISTRICT. NO CONNECTION SHALL PROPERTY. SEE DETAIL.
<br /> �,jg, /� PAD (TYP.) I BE MADE BETWEEN rHE NEW MAIN AND rHE EXISTING MAINS UNTIL
<br /> � u I , S I D E �K THE NEW PIPING HAS BEEN FLUSHED, DISINFECTED, TESTED AND 17. ALL SEWER LINES SHALL BE CLEANED AND TESTED IN
<br /> �� �6\�" � ��`�� BIORETENTION-B I\ �� � I 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERE :',r.C�'��u, �n �v; i^�i0 RECEIVED SATISFACTORY BACrERIOLOGICAL TEST RESULTS. ACCORDANCE WIrH C11Y SrANDARDS AND SPECIF�CATIONS.
<br /> S� 1�j � I USE UNTlL IT HAS BEEN INSPECTED, TESTED AND ACCEPTED BY THE CITY OF EVERETT.
<br /> � � �� I� 16. INDIVIDUAL WATER SERVICES TO THE PROPERTY LINE SHALL BE 1" 18. rHE CONTRACrOR SHALL BE RESPONSIBLE FOR MAINTAINING
<br /> '' �� 2 ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETf DESIGN AND D I A M E T E R M I N I M U M S I Z E A N D B E I N S T A L L E D W I T H 3 6" M I N I M U M A N D/O R R E P A I R I N G A S P H A L r A N D G R A V E L S U R F A C E D I S T U R B E D
<br /> 6.0� C 6 0' BEEHIVE �i CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD COVER.
<br /> C RIM: 556.5 AS A RESULT OF rHIS CONSTRUCTION UNTIL THEY ARE ACCEPrED
<br /> 2�� ASPHALT SPECIFICArlONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT
<br /> ���� - ' I E: 5 5 4.5 � E D I T I O N). 1 7. BA CK FLOW PREVENTION ASSEMBLIES SHALL BE INSrALLED ON ALL BY THE PUBLIC WORKS DEPARTMENT OF rHE CI1Y AND/OR
<br /> � � OVERLAY (TYP.) RESIDENTIAL FIRE SPRINKLER SYSrEMS AND LOCATED IMMEDIATELY COUNTY.
<br /> p � 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AV,4ILABLE BEHIND THE WATER METER ON THE PROPERIY SIDE.
<br /> o RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE 19. COMPACrION: ALL TRENCH BACKFILL AND RDADWAY EMBANKMENT
<br /> i; I, RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY 1g. ALL COMMERCIAL, MULTI-FAMILY, INDUSTRIAL AND IRRIGATION SHALL BE COMPACrED TO 95q OF MODIFIED PROCTOR DRY
<br /> � MAXIMUM DENSI7Y IN ACCORDANCE WIrH ASTM D1557, EXCEPT
<br /> ,� r �; � 'i1 ' ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING SERVICES SHALL INCLUDE A DOH APPROVED BACKFLOW
<br /> Ii � r+t � ;,�-'N,; o , ;,�;� ��r � CONSTRUCTION, 7HE CONTRACrOR SHALL NOTIFY THE PUBUC WORKS INSPEC70R AND PREVENTION ASSEMBLY LOCATED ON THE PROPERTY SIDE OF rHE rHE rOP 6" IN PAVED AREAS WHICH SHALL BE 100�.
<br /> PERMEABLE ASPHALT 4��MIN OR CONCRETE II �'n�'�� � �, I / ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 70 WATER MErER. ALTERNArE LOCATIONS MAY BE ACCEPTABLE UPON
<br /> �„ �/F , , 0 20. MANHOLE COVERS LOCATED IN ASPNALT AREAS SHALL BE
<br /> �6 MIN� WEARING COURSE (SEE NQTES 1 AND 6� ! � ,, 2�•- o � � COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECL APPROVAL BY CITY OF EVERETf. STRUCTURES REQUIRING FIRE
<br /> I' � S � ADJUSTED TO FINISH GRADE PRIOR TO PAVING.
<br /> ''" " ( II � � AY NT M T SPRINKLER SYSTEM SHALL HAVE AT LEAST ONE BACKFLOW
<br /> 0 0 0 0 o a o 0 0 o a o a a ,, . rr .___ ___ _ _;� 4. ALL STORM SYS7EMS WITHIN THE PUBLIC RIGHT-OF-W OR IN EASEME S US BE
<br /> 9
<br /> z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 __________- � _.- _ - -- � -- - ------ PREVENTION ASSEMBLY PER EACH STRUCTURE, PROrECTING THE
<br /> 0 0 0 0 0 o a o 0 0 0 0 0 0 -- - - � - ---- - - - `' ` r� � STAKED BY SURVEY FOR LINE AND GRADE PRIOR 70 S7ARTING CONSTRUCTION. 21. NO NEW UTILITY FACILIlIES W(LL BE ACCEPTED BY THE DISTRICT
<br /> o a o 0 0 0 0 0 0 0 0 0 0 0 o i �l,. � - POTABLE WATER SYSTEM FROM THE FIRE SYS7EM. THE BACKFLOW
<br /> � 0�0�0��40�0�0�0�0�0�0�O�OQ0�0 LEVELING COURSE OPTIONAL v � �n �',', � SCALE: 1 - ZO IF PROPER INSPECr10NS HAVE NOT BEEN COMPLETED.
<br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lI co o PREVENTION ASSEMBLY SHALL BE LOCATED IN A FLOOD PROOF
<br /> 0 o a o 0 0 0 0 0 0 0 0 0 0 0 � --
<br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 o SEE NOTE 4 �� 0 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 'DUMP NO Vl1ULT OR SERVICE BOX, DEPENDING ON SIZE, OUrSIDE THE
<br /> � 00000ao600000�0000000000000ao ` ,� . 22. SEWER SERVICE IS AVAlLABLE ONLY AFTER TRANSFER OF
<br /> � i C�NC. CURB i WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND.'CHOOSE STRUCTURE IN A LOCATION APPROVED BY THE CITY OF EVERETf.
<br /> OWNERSHIP TO THE DISrRiCT AND AF7ER PAYMEN7 OF ALL
<br /> 19. WHERE ROAD GRADES ARE ESTABLISHED, PROVIDE A MINIMUM OF CURRENT APPLICABLE FEES.
<br /> �� �� �-:y a ' -', >'� ' '-� i'i � ' APPROPRIATE FEATURE FOR THE PROJECT.
<br /> � -Z ;:.-�,.. �..:.,. � •.:� < �..=a :�._� u �� i 20 10 0 20 40
<br /> RESERVOIR COURSE - 6 MIN PERMEABLE I;
<br /> BALLAST I,I � ' r o 48" COVER OVER 12" OR LARGER WATER MAINS, AND PROVIDE A
<br /> : �`� � � �I I MINIMUM OF 42" COVER OVER 8" MAINS; OR ADDITIONAL DEPTH � �
<br /> tD CB RIM= 556.09 _ _____-- ----_, � r - `� � ,�
<br /> ?S REQUIRED TO MISS OTHER UrILITIES.
<br /> r,,� -.. _--....._ .
<br /> iF E» i;FGij1= ��3.64 �� � ` !
<br /> � NON-WOVEN GEOTEXTILE (IF REQWRED) IE 4" HDPE�N)=553.64 T � ' ' 2G. �✓ATER MAINS CONSTRUCTED WITHIN EASEMENTS OR PRIVATE
<br /> � " � �SEE NOTE 5� � � ` ��- � � �� � ROADS SHALL BE INSTALLED WITH POLYETHYLENE ENCASEMENT, �
<br /> ; � � ; � / 2" COMPACTED DE -- �LASS 8 =SPHA�r
<br /> ' � I � / RESTRAINED JOINrS AND WIrH A 5'-0" MINIMUM COVER. DURING
<br /> ✓ l \ p�� �r \ � �jj,<_ 4" COMPACTED DEPTH :JRFACE BACKFILL OPERATIONS, FURNISH AND INSTALL 3" WIDE METALLIC
<br /> - '� 26.0' 19'-6" 5
<br /> Z � o � � '`�-� � � a � :,�� TOP COURSE MARKER TAPE WfTH 3 FEET OF COVER OVER WATER MAIN.
<br /> � ' `�� ' �i � CB IE R1M= 560.05 � � �.�'�OW 21. MINIMUM RADIUS FOR 12" AND SMALLER PIPELINES CONSTRUCTED
<br /> � ' ° 6" COMPACTED DEPTH GRAV�_ �'^
<br /> = -- - --- -- ��------�- - �� ' -r�� IE 12" CPP(S)= 556.45
<br /> � , � � � �� IE ?2" CPP(E)= 556.45 `�� ON CURVES (4 DEGREE DEFLECTION PER JOINT) IS 258 FEEL
<br /> � ''� � �, --' 1 22. COMPACTION.• ALL TRENCH BACKFILL AND ROADWAY EMBANKMENr
<br /> �,��������ti��f�f�.��.������� � � -y 4 TYPICAL PA�ING S�CTION
<br /> /�/�l�/�/�/�J�/�/�/�/�/�/ - RUNOFF TREATMENT �AYER � ���I \v� ( SHALL BE COMPACTED TO 959" OF MODIFIED PROCTOR DRY
<br /> V�V�V�\��/\fV/\/V/V/\f`�/ � <' `3' � I
<br /> �\ �\ \\ \\ \\ \\ \\ \\ � \\ \\ �\ � 5 � �- :�,; � � � 3, NOT TO SCALE REF CITY �-_ ?-5.2 MAXIMUM DENSITY 1N ACCORDANCE WITH ASrM D 1557, EXCEPT
<br /> �//�/,�//�/�,��,�',�/,��/�/�,�/��;,�,/.,,/'j/�/�/���/ (SE E N OTE 7)
<br /> /��%`\l��/A�/�''�\/'�`/��/��/��/`��%'�`f � i � � o � �Q. ��,,
<br /> rHE TOP 6" IN PAVED AREAS, WHICH SHALL BE 100
<br /> �.��V�,���AA�j�\.��/,�����/.A�������/tif/���r�/ ��\ ���� � ���� ��� �� Z 2' �� �
<br /> NATIVE SUBGRADE (SEE NOTE 8� 0 / � 23. CONSTRUCTION INSPECTION WILL BE DONE BY CITY OF EVERETT
<br /> i, � z C+ r�. �y �� � �S s6, AND�OR THEIR DESIGNATED ENGINEER. NO NEW UTILITY FACILITIES
<br /> I� � � � Q �s�, � � WILL BE ACCEPTED BY THE DISTRICT IF PROPER INSPECTIONS
<br /> I!�� � �' ��. �� � HAVE NOT BEEN COMPLETED.
<br /> i o o � °
<br /> i�� 1�TT � z = �^ c� ���o %� \ 24. THE WATER MAIN CONSTRUCTION PHASE WILL NOT BE CONSIDERED
<br /> I PERMEABLE ASPHALT OR CONCltL'TE PAVEMEl�1 SECTION " � � � � �o ' `s" � 1 COMPLETE UNTIL THE INSTALLATION IS ACCEPTABLE TO THE
<br /> �1300103300 � � �, �F s- � Y -4�° � / < < � �,_ a DISTRICT INCLUDING A SATISFACTORY HYDROSTATIC PRESSURE 7EST,
<br /> 3. NOT TO SCALE CITY OF EVERE7T STD. DWG. N0. 430 � � � � � \ ',C CB IE RIM= 560.30 A SATISFACrORY DISINFECrION TEST, SATISFACrORY FLOW OF
<br /> �� a' � � � ° ° SERVICE UNES, AND COMPLETION OF ALL ITEMS ON THE
<br /> N �+ � .� � � ° IE 12" CPP(N)= 556.55 INSPECTOR'S PUNCH LIST.
<br /> "' �. , �. �
<br /> �� ,�, � � IE 12" CPP(W)= 556.50
<br /> ' � � s � � y� � 25. WATER SERVICE IS AVAILABLE ONLY AFTER TRANSFER OF
<br /> j� � ` �' ° OWNERSHIP TO THE DISTRICT AND AFTER PAYMENT OF ALL
<br /> �� -�� � � F�. � cuRRENr aPPuc,ae�E FEEs. INSIGHT ENGINEERIN6 CO.
<br /> PERMEABLE ASPHALT NOTES: � �� �� �
<br /> , �,
<br /> 1. PERMEABLE PAVEMENT WITHIN CITY RIGHr-OF WAY 6. PERMEABLE CONCRE7t MUST Bt '.�- ___� _ = CE=-_-_ ��1 ��6'' g�`� / /• ,�� a ° P.O. BOX - 147g
<br /> REQUIRES APPROV,4L BY THE CITY ENGINEER WHEN PLACED PERMEABLE CONCRETE INSTALLER. PERMEAB�c =�PHf_" � �, ��� ;' � �o �0 a CB IE RiM= 558.67 EVERETT, WA 98206
<br /> BENEATH A �RAVELED W,4Y. rHESE GUIDELINES PROVIDE A MUST BE INSTALLED BY AN EXPERIENCED PE�:'=4BLt l�`� �'G�, , � -- p � ��;F, �`� IE 12" CPP(N)= 553.87 (425) 303-9363 (425) 303-9362 FAX
<br /> MlNIMUM DEPTH FOR THE HYDROLOGIC PERFORMANCE OF ASPHALT INSTALLER. � � _ (-z D� / < � �y �' �0 �E 12" CPP(S)= 553.77
<br /> THE PERMEABLE PAVEMENT. THE STRUCTURAL CAPACITY OF � ��� �� �'� �- - _ � `��' � � G� ° IE 12" CPP(W)= 553J7 � INFO�a INSIGHTENGINEERING.NET
<br /> PAVEMENT SECTIONS WHEN SUBJECT TO VEHICUTAR LOADS 7. APPROVED SOIL MUST HAVE A CATION IXCHAf.;_ RA�_ __ ' �� i � � ��� � a' <�� ��G� � � � �
<br /> D E P E N D S ON SEVERAL FACTORS AND MUST BE DESIGNED BY A AT LEAST 5.OMEQ�100G. THE AMENDED SOIL �-�ULC l�1��9�� II' � � \ � � � SITE ADDRESS: 8525 EVERGREEN WAY
<br /> LICENSED PROFESSIONAL ENGINEER. CONSIST OF ADEQUATE COMPOST MIXED WITH �_=AN �
<br /> MEDIUM TO COARSE SAND TO ACHIEVE AN Ok;,�VIC ���/ F �� � / � 3 �✓E R E 7 T, W A. 9 8 2 0 8-2 6 1 6
<br /> _ � L � �
<br /> 2. LONGITUDINAL SLOPE, 0 70 5q MAX. FOR PERMEABLE CONTENT OF AT LEAST 10q BY DRY WEIGHT. 'J/ 24�� ,^.// i a Y C3.O
<br /> ASPHALT, 89 MAX. FOR PERMEABLE CONCRETE. ° ' ` ' ° TAX ACCOUNT N0. S. t3041300103900
<br /> 8. EXISrING SUBGRADE TO BE SCARIFIED IF AREQ :;NDE� a F % � PE4'�= ..__ �, NA� �,_1��,tiT
<br /> ,;�p� c��;F„� � REV NO DESCRIPTION INITIALS DATE
<br /> 3. USE CHECK DAM OR OTHER METHODS TO MAXIMIZE EXISTING BUILD�NG IS r0� ''"'�°"�T`_� /� � v, � %� ���P� � � ��9
<br /> PONDING IN THE SUBSURFACE FOR LONGITUDINAL SLOPES �(� ��� ' � I� ` � � - -- � G �
<br /> EXCEEDING 2q. SEE SrAPIDARD DRAWING 431. l� �`</ � � � `�' \� - IE 12" CFP(N)= 553.49
<br /> � a � ;� �/ , \.__��0� a s, \� � �� IE 12" CPP(S)= 553.49 � R �
<br /> 4. LEVELING COURSE MATERIkLS: 1.5" TO U.S. N0. 8 V � ` �� � �- �� IE 12" CPP(E)= 553.49 �P �� S�I,�,� � 1�4, SEC 13, Z.ZgN,R.04E., W.M.
<br /> � '� ��� �PP�w,- ��3.6¢ �e ,.� ��� BURGER KING
<br /> UNIFORMLY GRADED, CRU�-fED (ANGULAR), rHOROUGNLY �OUND REBAR & SMASHED �0 � � _ Z
<br /> WASHED STONE �
<br /> 0.1'(S) � D.7'(_F j OF CJRNER � � ` � TYPE-1 DRIVEWAY 3 �
<br /> 5. GEOTEXTILE SHALL BE PR:VIDED BE7WEEN RUNOFF �/ RAMP PER COE 315 C3.I NOTES.� / ,, � �, DWG FILENAME DE��NED BY: DArE: SCALE: JOB NO.:
<br /> TREATMEN7 LAYER OR NA"VE SOIL AND PERMEABLE '
<br /> BALLAST WHEN RECOMME�19ED BY GEOTECHNICAL /i� � �'-� CB IE ��^,"= 557.37
<br /> PROFESSIONAL OR PAVEM�N7 DESIGNER. GEOTEXTILE SHALL /� / 1. EXISTING SIDE SEWER AND WATER METER TO REMAIN �'{'tc�GlS T�Si�'�� 180961.DWG JRC 10-16-2018 1"=20� 18-0961
<br /> ° __�'� IE 12" CPP(NW)= 55 L=- AND SNALL BE USED FOR 7HE PROPOSED BUILDING. SSI�NAL ��C SHEET
<br /> BE PROVIDED WHEN FINES IN NATIVE SUBGRADE EXCEED 7� � � �o IE 12" C°�'c=;= 55 i.�- D��AGE A�D
<br /> ON THE #200 SIEVE. GEG'EX71LE SHALL BE PLACED BETWEEN PERMEABLE �
<br /> BALLAST AND TREATMENT �YER IF A 7REAi�MENT LAYER IS USED. � 2. FIRE HYDRANTS CONNECrION TO TNE WATER MAIN
<br /> GEOTEXrILE SHALL BE GEGTEXTILE FOR SEPARATION PER WSDOT APWA SHALL BE MADE BY C!n' �REw. UTILITYPLAN C3.O
<br /> � 12-26-2018
<br /> STANDARD SPECIFICATION 9-33.2, NON WOVEN, TABLE 3.
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