|
. . ..11.1_.� . . . . . . . . . . . . . .
<br /> NW 1/4, SE 1/4, SEC.30, T.29N,, R.SE., W.M.
<br /> SNOHOMISH COUNTY, WASHINGTON
<br /> sa� � 22�
<br /> (� � r��U,NC REBAR & CAP,
<br /> � i�L.F_GIBLE
<br /> � o.�3's x o.�s'E , � ■ �■ PROJECT ID/
<br /> o ' � 2� �, � ,� CONTRACT NO: _
<br /> ' � b � '
<br /> U � 800 Series MAXI
<br /> 30 � � � Non-Slc�ped
<br /> � 3°� i GV � Heavy Duty System LOCATION:
<br /> ' BLOCK � � I ENGINEERWG SPECIFICATION:
<br /> ' ` POLYCAST� 800 Series MAXI Heavy Duty System is a �
<br /> n �r I T D �T ' non-sloping trench drain,with 12"[3Q5mm]wide x 48"[1219mm] .� �
<br /> - -�- FRIDAY�s ����T /�������1�� 1 0 �V�,\�; ' � � � i long (standardj polyester polymer concrete channeis with � ! �;���`' p����
<br /> '� �`ZL=36.77' �,1 J�, �5 �. �4 I tongue and groove connections. End caps with a 4° (102mm}, • ��>���� ��,O��O�'�
<br /> I � 6"[152mm]or a 8"[203mmJ drain drill aut as required. `vaa`�U o��O� i
<br /> R=183.10' � � �
<br /> , i � 4-,�'30,�Q„ I ���! �
<br /> � � yp �(pg� � F�UND REBAR & CAP c� C I ' i%-'' ,T
<br /> i,
<br /> 'ORA 19583, 1�9�4, �3�'¢3�' o �p�� ��
<br /> SSMH �f/ \�` RIM=�81.58 (AB) I . � FOUND 3/4" �RON PIPE W�LKWAYE � � � z " r �// p��GP
<br /> Pir� �az.t�' �; » o.�o's x c.oy�E � z � z c SCALE: 1 = 20 � .
<br /> � j � lE 4 PVC(S)=180.93 (AB) � 2�=- o.22'S % o.14'E
<br /> 'c 3E" (PJ,S)=968.93' � r-cX. RG�KERY \\ � �� j ; m "-, m � m
<br /> � APPROX. EAST EDGE � l
<br /> , i \ � V; L j y ��',,.Z
<br /> ����� � 4.� � �� '��, � �� YD#4 ( I --, � u� � �
<br /> � �TT ,i Y�#3 9872�809�8�T AFN CARPORT �O�Jr RIM: 180t I c� J m � � m r,°,� �`z 20 40 0 20 ]0 I'--�305mm]
<br /> �R11UHY'S SECOND ADDITION T� EV�_�� � '�TRENCH DRAlN �� � � RIM: 180f � IE, t78.3 � � I . _ _ _ _
<br /> �RIM EL: 181.6 � IE: 179 --' N88'S7'17"E 147.48' r� � �
<br /> 4B" � �25]mm�
<br /> ii-�I �(-� � � � �� 'v � - �� N88"Jr7'i 7��� 72.00 [iziemm� � � i: �zoimmj �
<br /> V��' �' `/ GHANNELJOINTS
<br /> P. C C�O � 61� PVC lY' O.V/o `_ TONGllEBGROOVE
<br /> C�� y�p � .. _ - �
<br /> ' 1 3/4"
<br /> CL CURVE DATA : � � �� � \�� ` �� � � 1 � � .\�\.% I 'I .. �ii MAf.EENO i '�m' AorB (AerB)a
<br /> �=t8�.7o, �Q �� !� P p � - -- - - - -�
<br /> SEWER MAIN SYSTEM CONSTRUCTIONPLANNOTES: POLYCAST � ,..,Zsmm,
<br /> ��v J I P ER ;- -r8�- ,
<br /> R=153.i 0' � � �' �' j � P 1/,q LTS -- � _ J �\\ ' ) � \ THE INSTALLATION OF ALL EXTENSIONS TO THE SANITARY SEWER SYSTEM SHACL BE DONE ---"--LL- i `-FEM^�E�+U
<br /> 4=67'S9'S6" � S ' � � `�. i - - � � - - - - �� ' PER PtANS WHICH NAVE BEEN APPROVED BY THE CITY ENGINEER. �� ---
<br /> SSMH N i � c� � ,' I i9 1 � `` \ j � � `� � � � ��osm�m�
<br /> ��,�,� \ , � ` � �i ` �� ` � � � � SANITARY SEWER PLANS ARE TO BE SEPARATE FROM OTHER UTILIIY PLANS, BUT ALL _
<br /> � � � - ' � '� � OTHER UTtLIT1ES ARE TO BE SHOWN, WITH SANITARY SEWER PORTIONS HIGHLIGHTED.
<br /> � ' �/� \� , _ _ - - - �� _� � � � � ' Channel Number Weightl INet Outlet
<br /> � � � ' � � -�" '�-- - ` UNLESS APPROVED OTHERWISE, PLANS SHOULD BE PREPARED ON 22 INCH BY 34 INCH �Bs•) Dim'A' Dim'B' '
<br /> RIM=186.10 (A8) � - '_ � 1
<br /> � � � � I i - � � PLAN PROFILE TYPE SHEET.`'i AND SHALL SHOW BOTH PLAN AND PROFILE VIEWS. OTHER � 8256 w!4"Bottom Drill Out(Nan-Sloped) tss �s-s�a I3-3f4
<br /> If 36� RCP(N)=168.40 (AB) �� , - _ - ,_ �-- - � % � I � { /
<br /> / �-�g�„ � 1 V UTILITIES ARE TO BE SNOWN IN PROFILE VIEW AND IN PLAN VIEW. Grate Options(Select One)
<br /> lE 36 RCP(S)=168.50 (AB) � � � �l y � , � � r
<br /> IE 12" CPP(NW)=175J0 (AB) � �., R=183.10' � � � �� / I � Grate Type _ Part t�o. �oad��ass
<br /> ] / _ � � / THE MINIMUM ALLOWABLE SCALE SHALL BE 1 INCH = 40 FEET,� ON SMALL PROJECTS, IT � MAXI/Fi6erglass o�oaaa Class D
<br /> IE 12' CMP SE=i69.60 AB A=2834'33" �-3 \ 'T�7 �r: \
<br /> � � � � � _ -� (� , I �� �� SHALL BE EXPECTED TNAT THE SCALE WILL BE ENLARGED TO ADEQUATELY UTILIZE rHE ❑ Mnxu oast�ron s�oned DG08a1 C�ass[
<br /> �YD 1 'oVo -�-��7 , ' � �' FULL PLAN SHEET. ❑ nnAxi�Cast Iron Solid DG0842 Class E
<br /> �(� ?_�_ - � � 7RASH p �� � I (� I \ Options(Select All That Apply) Part No. Additional Specifications:
<br /> p��A ��, ��' 9 - ROOM rn � �� �" 1 PROVIDE NOTES QN PLANS THAT REFER TO SPECIFIC CITY STANDARDS FOR SUCH TNINGS O v ,
<br /> I.r,n--�svTr�� Z t �S, � � y � i Vin I Ester Concrete Channels DV08258
<br /> `� � ���� \ � Ciosed End Cap(InIeUOutleq DP0825C
<br /> � RIM=181.85 AB) � a Io � � AS MANHOLES, DROP CONNECTIONS, SIDE SEWERS, EfC.
<br /> RIM=185.14 (AB� � . '� � /b \ � Drain End Cap(4"Outlef) DP0825DM4
<br /> • 8 IE 4 PI/C(S=181.00 (AB ELECTRICA � __ __ _ ,___ L ` ,� �o � � ❑ o�a��e�dcaP(s•�oUue�� DP0825�M6
<br /> iE �� CPP(E)=�e�.o4 (ae) �� .� I �
<br /> �� / ROOM "� F � PLANS SHALL SHOW INVERT ELEVATtONS OF THE MAIN AT THE OUTLET AND ALL INLET5 � �rain Entl Cap(8"o�ueq DP0825DM8
<br /> CB T-2 WJOiL IhATER SEP. � ,' � , i I i � I �v�', I , OF EACH MANHOLE, SLOPE OF THE MAIN AND SURFACE ELEVATIONS OF TNE MANHOLE
<br /> --t��
<br /> �.g.�..a.q.¢ � 3 � � 6" PVC � 2% Q: �t '' � i � � � 6" PVC � 0.6� �� � � LID. IN THE PROFlLE VIEW, THE FINISH GROUND ELEI/ATION OVER THE PfPE SHALL BE Meets the following Standards&Specifications:
<br /> SHOWN AS WELL AS CROSSINGS OF OTHER EXISTING OR PROPOSED UTIUTIES. STATIONING • Fedgral Aviation Adminisfration(FAA)Advisory Circuiar Airport
<br /> �-r � �-� '�- � Ln �. Pavement Design and Evaluatior.(AC t�0/5320-6D Appendix 3
<br /> � � �1z� � � � _ _ _ _ ___ __ -- � �� __ - i� � c/? � OF SIDE SEWERS FROM THE DOWNHILL MANHOLE IS REQUIRED. oesi9n ot structures for Heavy t�irc�att�
<br /> ,�-� �" oi i� ni�r c�1.� �_�,, _,_ � - y- � � \ IO � � S'TQP 81�R • ASTM Standard D543.Te;t Method for Resistance of Plastics to . .
<br /> {�' -�-�-�r-�n E � - � �'{ FIRE RI �. � '� I i IN ALL CASES WHERE A NEW SEWER LINE IS TO BE LOCA1'ED IN AN EASEMENT, THE c"e""°a'ReaSe"`5
<br /> RIM=�BJ.�4 �/�� O`SSMH#� i i// ^'_ f DOM \ �� I C � � I � Z • ASTM Standarri D570.Tesi Melhod for Water Absorption of Plastic
<br /> c 3 6'� PVC � 2%� �X. i<C)C't(ERY � , o EASEMENT IS TO BE SHOWN WITH MEASUREMENT INFORMATION TO ACCURArELY FIELD • ASTM Slandard D576,Practice for Determination of Weigh[and
<br /> IE 1'1' r.PP/y/=180.,39 AB � G' cSl �� ( I I " SURVEY AND STAKE LOCArION PRIOR TO CONSTRUCTING TNE PIPE LINE. snapecha�yeotP�asticsunderAcce�e�atedserviceeoneitions
<br /> l n� � � / �.) q ` I & S�T�ii�s �-� ' • ASTM Standard G53,Recommended Practice for Opereting Liyht arad
<br /> �E �Y CPP(E)=180.34 (AB) �� YQ#2 ' _ ! 1 O ` �p S ` 1 L�L �1 � � R�O�, J.,.. �j� Water Exposure Apparatua for Exposure of IVon-Metallic M�teriats �
<br /> IE 1 Z' CPP�$�=180.39 (AB) ���f?floh.-}$z�f O � � �` _ -; ' I` UPON COMPLETION OF CONSTRUCTIdN, THE ORIGINAL OF rHE PLAN SHALL BE AS-BUILT �`� • A5TM Standard C78 Test Method for Flexurel Strength of Concrete
<br /> � � -� ?rN � ` �ti�~� `' � ��' � BY THE DEVELOPER AND CERrIFIEQ AS AS-BUILT BY HIM AND TURNED INTO THE PUBLIC � d • ASTM Standard C579.�est Method for Compressive Strength of
<br /> ��' � i /{,i . � ,..p^Y v _ h� acje Chemical Resistant Mortars and Monolithic Surfacing's
<br /> S R/M=186.01 (AB) --� , , � �"�- `� I � � WORKS DEPARTMENT WITH PROPERLY EXECUTED EASEMENT DEEDS AS APPLICABLE FOR �`0 AASNTO Highway Drainage Guidelines
<br /> �, / � a � ; � � �,�_i-r�( � � I � � �, rHE PROJECT. ,�at ��r � AASHTO StandarU Specification for Highway Bndges
<br /> �i ,. IE 4 PVC 176.01 (AD} � . � i � � �
<br /> � ��� ro 0
<br /> � � ; ; , �_ � �,�-- - - - _ -- -- -` � \� \ �- I `� o , a�ea�er5� a5ed ��d
<br /> �,� 11 LF 8" SD C� 43.59% �
<br /> �- ' l INSTALL BACKWATER VALVE '�B#1 ` \ . � �� i P � SEWER MAIN SYSTEM RE UIRED NOTES: �pte��otr a�e'��5r� i `
<br /> �, / - � 25LF� 8 PVG�1% ��' �, Q ee , d �r� �.�� � Huese��
<br /> _ jS� ON STORM LINE L=36.77' 13LF 12" SD � 0.00% 2 \ YD 5 � i I /� � 5`p ��de �a�N ��P � ���'f
<br /> � !� Q 4-2$4'�6'14' � TARNK�NDER PARKING \� C4.4 pR���E�-2 RIM: 82.t I RIM: 181.25� � � �� THE FOLLOWtNG STANDARD NOTES ARE REQtIIRED ON ALL SANITARY SEwER PLANS: � .\��,r o�pt° tir�S o�te�tacy• ��� �.Po�Y��S�a�a���am
<br /> �E: 7].61 2 � ,�,d�l a�� a�d r GV n O �'g rou Ree Number: PC-30
<br /> �d \ i �---____� : 177.55 ) � ` O t� (� or' , a� II a i-soo-sas-sos� �na�os
<br /> ---- ` P - A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CI7Y OF EVEREfT STANDARD t ,. �ot ��o t� 5
<br /> YD 8 RIM=181.5f � > ' t a t
<br /> �� +-Z ��� \ " f� � - - ✓- - # � �' �� �� ; AND WSDOT APWA STANQARD SPECIFICATIONS. e�o , �� ��a ��t� � e��'o
<br /> / ( � � r�;,, RlM: 188f 1E=177.3 � i � , � •�gR �j� • ��a �t� t 5P
<br /> g1' rcIM=187.10' d , � •� � -�LO �Y � ��OP' - � `-� � .�r 5g ���r �o „���
<br /> 4• IE: 182 � „�.� � .����� �. ��
<br /> r 5 �5 E 8 IE-i81.25' (t2" PVC N) ;� \ � _ .� w ��r E R \ N � B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PU o�` a 5=� i
<br /> 5 !_F=181.30' !12" PVC E; - IN LEA.D ' ` � �� P INTO USE UNTIL IT HAS BEEN TESTED, INSPECrED, AND APPROVED BY THE CI1Y t`c�e e�a �� 1 TRENCH DRAIN DETAIL
<br /> N'�5' �, �\ -- � , , r � fb D , EBAR / , INSPECTOR. �re`o a t
<br /> PROPOSED \ � - �` `. � & �A r l 631' � � � � STOP R `Oe `/� C4.� N.L S.
<br /> ^ - __._ ' { C. APPROXIMATE LOCATlONS OF EXISTING UTILIr1ES HAVE BEEN OBTAINED FROM AVAILABLE �
<br /> MSE WALL L=53.07 � POLE ' Y� RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE
<br /> F9Pr--�8i3�9 � R=66.40' N8$'S7;08 E 1 8.03' � � , �' ? a��
<br /> �� "�', CURB !� � � i !GF'T, :- t �� ` I FOR VERIFlCATION pF LOCATIONS AND TO AVOID DAMAGE TO ANY AQDITIONAL UTIUTIES \e
<br /> T�E--359-9-. C.�T � � CKnsSVJALK , '� �ti
<br /> ,�, �, � � 45'47'37° YD�(10 ` 1 � � � � ? ' '� _ ____--- NOT SHOWN. IF CONFLICTS WITH EXISTING UTILtTIES ARISE DURING CONSTRUCTION, THE e � �
<br /> i RIM: 184 , `�- _ CB 1460 CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CNANGES REQUIRED Na� •
<br /> IE: 183 � � ��' �\� Y�#9 i �' ' ' ' � � � � �� ' I ' / CB 1456 ' � SHALL BE APPROVED BY THE CITY ENGfNEER PRIOR TO COMMENCEMENT OF RELATED Qt�'(�� �
<br /> yY° �. ` \ � RIM: 18� % � I � � ' � CONSTRUCTION ON THE PROJECT.
<br /> w� ___ T �E: �.5 37TH STR ET ��' � , �Yo#� � �
<br /> N W,4TER ` � LANF_ S.R i � I � RIM: 181.5�� � i � - D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBUC RlGHT-OF-WAY OR IN EASEMENTS
<br /> 'F�SC-, UAULT '��, -��-- � ��r .�� IE 177.45 �\�� i i � I � o ,
<br /> `�'` EASEMENT FOR � U4 a-`----____ �� ' � � 9� � � 0 1 �-, � � � MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. KIIOW WI18t S b@IOW.
<br /> � �9g>, SrREET AND SW �, �. �-!' �✓ �_ , //_ '�`- -T _ � \ ,� `. �� '_�58 �., SEWER MAIN SYSTEM GENRAL NOTES: CBII before you dig.
<br /> ��t,�r, ,,�� im C�l� -� `�V _-�---fi�'-_l __-�---- l _
<br /> DEDICATED TO � �''---�_� _ � -- ' '
<br /> ����-- - ,, � ` 2 00' � WATER MAIN SYSTEM CONSTR UCTION PLAN NOTES: CONSTRUCrION OF ALL SANITARY SEWER MAINS, SIDE .
<br /> cin aF EVERErr �", ,,, f,��a�Y,�'45°E �ie.s� , �.�� '� t�l ,'� ;�� � �� UTILITYCONFLIC7'NOTE.�
<br /> _ _� ` � --{------�---
<br /> � __� ,,,, , „ �,,, ,,,, , �, --� i '� -
<br /> / SEWERS LArERALS WHETMER SIDE SEWERS ARE BY GRAVITY, BY FORCE
<br /> 12��� � �� � ' � ` ` � �J - � �o CB 1457 \� A. WATER PLANS ARE TO BE SEPARATE FROM OTHERS AND SHALL HAVE WATER MAINS MAIN, OR PRESSURE SEWER -AND RELATED FACILITIES, INCLUDING BUT CAUTION.'
<br /> N83°4520"E S:i _ / ,
<br /> i -� ' " ` `��� +��� ,,,, �� ��, � NOT LIM�TED TO SEWER LIFT STATIONS, TELEMETRY FACILITIES AND
<br /> - - � HIGHLIGHTED AND INDICATE LOCATIONS OF OTHER UTILITIES.
<br /> - - � �S o � , c,n � APPURTENANCES WILL BE UNDER THE SUPERVISION OF THE CIlY AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
<br /> '' /�MSE WALL � � �
<br /> '�/ � - � ��-- B. PLANS MUST SHOW EASEMENTS WHERE MAINS ARE ON PRIVATE PROPERTY AND ALL SHALL BE IN COMPLIANCE WITH ALL ORDINANCES AND CURRENT LOCATION, DIMENSION, AND DEPTH OF ALL EXISTWG UTlUT�ES WHETHER
<br /> � � / // T�$ � ' � � HYDRANTS, METERS, AND OTHER APPURTENANCES MUST BE WITHIN THE EASEMENTS. STANDARDS OF THE CITY OF EVERETT, WASHtNGTON STATE DEPARTMENT SHOWN ON THESE PItINS OR NOT, BY POTHOLING THE UTILITIES AND
<br /> � a CROSSWALK CB 1459 EASEMENTS MUST MEET THE REQUIREMENTS OF SECTION 5-1. OF ECOLO�Y CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK), OR SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TD
<br /> � / � THE UNIFIED PLUMBING CODE AS APPLICABLE CONSTRUCTION. THIS SHALL INCLUDE CALLING UrILITY LOCATE �
<br /> � � / SlGNA� POLE, - t EX. 6" WM _ C. EASEMENTS MUST BE EXECUTED AT COMPLETION OF CONSTRUCTION. EASEMENTS FOR 1-800-424-5555 POTHOLING ALL OF THE EXISrlNG UTILITIES AT
<br /> � � / �tcNTPULE o' ,Sr WATER MAINS MUST BE 15 FEET WIDE WITH THE CENTER OF THE WATER MA1N 5 FEET FROM SEWER MAIN EXTENSlONS WILL BE REQUIRED WHEN THE PROPER7Y DOES LOCATIONS OF NEW UTILITY CROSSWGS TO PHY5ICALLY VERIFY WHETHER
<br /> ___ - -
<br /> - - NOT FRONT ON A SEWER MAIN OR WNEN THE EXISTING SEWER MAIN IS OR NOT CONFUCTS EXIST. LOCATIONS OF SAlD UTILITIES AS SHOWN ON
<br /> � i� ___ - - - - - /�- \ 1 ' ONE OF THE SIDES tEAVING 10 FEET ON THE OTHER. ACCESS TO EASEMENTS FOR NOT ADEQUATE FOR THE INCREASED USE PROPOSED. THE MtNIMUM THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION
<br /> MAINTENANCE MUST REMAIN OPEN. STRUCTURES, FENCES, AND SHRUBS ARE NOT TO BE
<br /> � / � 7LF 8" D! I � i-� PLANTED ON EASEMENTS. EXTENSION SHALL BE TO A POINT AT LEAST 5 FEET INSIDE THE AND ARE StJBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
<br /> i
<br /> � / ��!` �� ' PROLONGATIQN OF THE PROPERTI' LINE. CONTRACTOR SHALL CONSULT WITH INSI6HT ENGINEERING COMPANY TO
<br /> --- � / � w -zi D. SHOW ELEVATIONS OF SEWER MAINS, WATER MAINS AND STORM DRAINS WHERE THEY EACH StDE SEWER SNALL SERVE ONLY ONE BUILDiNG AND ONE PARCEL RESOLVE ALL PROBLEMS PRIOR TO PROCEEDIN6 WITH CONSTRUCTION.
<br /> - i � � � � I �'' ,� CROSS EACH OTHER. (ONE CONNECTION FROM LOT r0 MAIN) PER SECTION 6-8.3 AND EMC °
<br /> / � Z � 14.08.170. �
<br /> � ' / � �' � E. POTABLE WATER MAINS SHALL MAINTAIN A MINIMUM OF 10 FEE7 HORIZONTAL CLEARANCE
<br /> � , � INLEi t�ASIN 'z AND t 8 /NCHES VERTICAL SEPARATION ABOVE NON-POTABLE UTIL1TIES (INCLUDWG SEWER, ALL NEW SEWER CONNECTIONS SHALL COMPLY Wl�H BACKWATER 1/ALVE
<br /> - / RIM=178.76' , �' STORM DRAINAGE AND 1RRIGATION) WHENEVER POSSIBLE. IF SITE CONDITIONS DO NOT ALLOW REQUIREMENTS IN EMC 14.08.180 8.1.
<br /> � � j / � IE=177.i7_, (6„ DI NE) ��
<br /> z SUCN MINIMUM SEPARATIONS, PIPELINES MAY 8E LOCATED CLOSER TD EACH OTHER
<br /> � � / "�' PROVIDED ADDITIONAL PRECAUTIONS ARE IDENTIFIED AND INSTITUTED TO ASSURE PROTECTION ALL PIPE INSTALLED SHALL BE STRUCTURALLY SOUND FOR THE DES/GN
<br /> \ AQUA SW�RL� � OF THE POTABLE LINE NO OTHER UTILITIES, POTABLE OR NON-POTABLE, SHALL BE WITNIN 5 DEPTH.
<br /> � ��WATER MAIN SYSTEM GENERAL NOTES: FEET HORIZONTAL AND 12 INCHES VERTICAL FROM THE WATER MAIN. REQUIREMENTS FOR NEW PROPOSED LIF( (PUMP) STATJONS TO BE
<br /> WATER CONSTR UCTION NOTES: / ALL CONStRUCTION OF WATER MAINS AND RELATED APPURTENANCES SHALL AFTER THE INSTALLATION OF ANY WATER SERVICE BY THE PUBLIC WORKS F. AtL INSTALLED NYDRANTS MUST BE COVERED 8Y A BURLAP 8AG OR OTHER SUITABLE DEDICATED TO THE CITY ARE PROVIDED tN SECTION 6-5.] AND PER THE
<br /> O1 WATER SYSTEM UPGRADE TO BE PERFORMED BY THE PUBLIC WORKS 6" PVC \ 8" PVC G YD / CONFORM TO THESE STANDARDS, APPLICABLE AMERlCAN WArER WORKS ASSOCJATION DEPARTMENT, THE PROPERTY OWNER SNALL BE HELD RESPONSIBLE FOR, AND COVERING UNTIL ACCEPTED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE AND PLACED CITY'S CURRENT LIFT STATION STANDARDS AS ESTABLISHED BY THE CITY'S
<br /> DEPARTMENT AT CITY EXPENSE. CODRDINATE TIMIN6 OF THIS e� J # / (AWWA) SPECIFICATIONS AND APPLICABLE SECTIDNS OF DNISION 7 OF THE MAY 8E CHARGED FOR, ANY AND ALL DAMAGES TO THE SERVICE LINE, ME(ER �N SERVICE. MAINTENANCE DIVISION/SEWER UTIUTY. LtFT STATIONS ARE DEFINED AS
<br /> WORK THROUGH THE PUBL/C WORK INSPECTOR RANDY ALLEN (425) 6 � / WSDOT/APWA SrANDARD SPEC/FICATlONS. THE GENERAL REQUIREMENTS OF AWWA SETTER, ME7ER AND METER BOXES/V,4ULT OR ANY OTHER APPURTENANCES SEWA�E PUMPING SYSTEMS THAT SERVE MULTIPLE RESIDENTIAL LOTS OR
<br /> 339-7403 / � AND TNE WSDOT/APWA STANDARD SPECIFICATIONS SHALL APPLY UNLESS THEY ARE UNTIL COMPLETIDN OF CONSTRUCTION AND/OR THE STRUCTURE IS APPROVED G. A W,4SH(NGTON STATE APPROVED BACKFLOW PREVENTION DEVICE IS REQUIRED FOR ALL A NON-RESIDENTIAL DEVELOPMENT GENERATING SIGNIFICANT SEWAGE
<br /> / INCONSISTENT WITH ANY OF THE PROVISIONS OF THIS PARTICULAR SECTION. FOR OCCUPANCY. IRRIGATION SYSTEMS. VOLUME. LIFT STATIONS MUST BE DEMONSTRATED TO BE NEEDED, COST
<br /> O2 CONTRACTOR TO POTHOLE EX, WATER TAPS. REUSE FOR 3/4" � Y�#� � / SHOULD INCONSISTENCIES OCCUR, THESE STANDARDS SHALL HAVE PRECEDENCE. EFFECTIVE FOR THE CtTY TO OWN AND MAINTAlN BASED ON SEWER RATES
<br /> IRRIGATtON METER �, / ALL REFERENCE TO STANDARD SPECIFICATIONS SUCN AS AWWA OR WSDOT APWA ALL WATER MAINS ON PRlVATE PROPERTY THAT ARE LOOPED BACK TO THE H. ALL ENVIRONMENTAL SENSITlVE AREAS SHALL 8E SHOWN ON THE WA7ER SYSTEM AND LI�ECYCLE 0&M COSTS, MEET THE MA/NTENANCE DIVISION
<br /> � CONSTRUCTION PLANS. STANDARDS, AND BE PERMIITED AND APPROVED SOLELY AT THE INTEREST
<br /> i -� / SHAtL REQUIRE TNE USE OF THE LATEST EDITION. PUBLIC RIGHT-OF-WAY OR ARE OPEN TO TNE GENERAL PUBLIC SYSTEM OF THE DEPARTMENT. GRINDER PUMP INSTALLATION FOR INDIVIDUAL
<br /> O3 INSTALL: 1-4" D/ TAPPING TEE (FL) 6, i / SHALL BE INSTALLED IN EASEMENTS, GRANTED TO THE CITY, AND SHALL BE � p�qNS MUST SHOW REQUIRED THRUST RESTRAINT PER SECTION 5-13 OF THESE PARCELS MAY BE ALLOWED UNDER SEPARATE REVIEW PER SECTION 6-5.2.
<br /> � / ANY PUBLIC WATER SYSTEM OR ANY PLUMBJNG IN A RESIDENTIAL OR MAINTAINED BY THE CITY. (SEE SECTION 5-8.6 FOR MAIN LOOPING STANDARDS.
<br /> O4 4" FIRE SERVICE METER PER COE SrD 503, DCDA TO BE LOCATED � WALL � � NONRESIDENTIAL FACILIlY PROVIDING WATER FOR HUMAN CONSUMPTION WHICH IS REQUIREMENTS.) ALL REQUESTS FOR INSPECTIONS AND FOR WIrNESSfNG ACCEPTANCE
<br /> IN FIRE RISER ROOM / CONNECTED TO A PUBLIC WATER SYSTEM SHALL BE LEAD FREE. WITH RESPECT TO J. ALL W,4TER CONSTRUCTION PLANS SHALL BE PREPARED, STAMPED AND StGNED BY AN TESTS SHALL 8E SCNEDULED WITH THE PUBLIC WORKS INSPECTOR AT
<br /> �� / SOLDERS AND FLUX, "LEAD FREE"SNALL MEAN NO MORE TNAN 0.2q LEAD. WITH THE MINIMUM WATER MAIN EASEMENT WIDTH SHALL BE 15 FEET, 5 FEET ON ENGINEER REGISTERED IN THE STATE OF WASHINGlON. LEAST 24 HOURS IN ADVANCE. FAILURE TO GIVE ADEQUArE ADVANCE
<br /> O5 4" DI FIRE UNE _ I / RESPECT TO PIPES AND PIPE FITTINGS, "LEAD FREE°SHALL MEAN NO MORE ONE SIDE AND 10 FEEf ON THE OTHER SIDE AND SHALL BE EXCLUSIVE FOR NOTICE MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED
<br /> � I / THAN 89 LEAD. THE WArER MAIN AND APPURTENANCES. THE LEGAL DESCRIPTION SHALL BE INSPECTIONS.
<br /> 6� FIRE DEPARTMENT CONNECTION TO BE MOUNTED TO BUILDING � I / PREPARED BY A SURVEYOR LICENSED TO PRACTICE !N THE STATE OF WATER MAIN SYSTEMREQUIRED NOTES:
<br /> � �, , i WATER MAIN EXTENSIONS WILL 8E REQUIRED WNEN FHE PROPERTY DOE5 NOT W,45HINGTON. THE EASEMENT SHALL BE REVIEWED AND APPROVED BY THE INSIGHT EN6INEERING CO.
<br /> / A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY
<br /> 7O 3" WATER MErER PER COE STD 502 ��� t: ', , �, j ; � � , � / FRONT ON A WATER MAIN OR WNEN THE EXISTING WATER MAIN IS NOT ADEQUATE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE PRIOR TO ACCEPTANCE. MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIDR TO P.O. BOX - 147H
<br /> i TO MEET THE MINIMUM FIRE FLOW REQUIREMENT. THE NEW WATER MAIN EXTENSION SATISFACTORY FLUSNING, rESTING, DfSfNFECTION, AND RECEIPT OF
<br /> SHALL EXTENDED ACROSS THE PROPOSALS FULL FRONTAGE AND SHALL BE DUE TO THE COMPLEXITIES OF MANY WATER MAINS AND rHEIR INTERFACE EVERETT, WA 9g2OG
<br /> 8 EX. WATER TAP TO BE KILLED BY WATER DEPARTMENT s,ar�sF,acroRr eacrE�io�ocic,a� rEsr REsu�rs. (425) 303-9363 (425) 303-9362 FAX
<br /> RAMP DETAIL EXTENDED THROUGH AND TO THE LIMITS OF THE PROPERTY BEING DEVELOPED FOR WITH OTHER UNDERGROUND STRUCTURES, ALL WATER MAIN CONSTRUCTION
<br /> 9O 4" DI DOMESTIC WATER UNE SCALE 1"=1 D' HORIZ, 1"=1' VERT SYSTEM ClRCULATlON OR FUTURE DEVELOPMENT AS DETERMINED 8Y THE PUBLIC SHALL BE STAKED TO ENSURE PLACEMENT WITHlN DESlGNATED EASEMENT5. B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE ----- INFO(a�INSIGHTENGINEF,RING.NET
<br /> WORKS DEPARTMENT. THE MINIMUM SIZE WATER MAIN SHALL BE DETERMINED BY ANY DEVIATIDN FROM THIS REQUIREMENT MUST BE APPROVED BY THE PUBLIC pUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC 3 AS-BUILTS BRK 02-04-2020
<br /> THE PUBLIC WORKS DEPARTMENT AND SHALL BE AT LEAST 8"INCNES IN DIAMETER WORKS DIRECTOR OR NIS DESIGNEE. -
<br /> 10 3/4" IRRI�ATION METER W/DC�A WORKS DEPARTMENT SHALL BE GNEN AT LEAST 5 BUSWESS DAYS NOTICE - -
<br /> UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAfTER 2 CITY 2ND REVIEW BRK 12-07-2018 SITE ADDRESS: 3632 RUCKER AVE
<br /> UPON COMPLEf10N OF THE INSTALLATION OF THE WATER SYSTEM, THE EVERETT, WA 98201
<br /> WATER MAIN EXTENS(ONS OR REPLACEMENTS AND/OR NEW F1RE HYDRANT ORfGINAL S(GNED DRAWING OF TNE WATER CONSrRUCTION PLAN MUST BE DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. - - -- --
<br /> SEWER CONSTRUCTION NOTES: INSTALLATIONS MAY ALSO BE REQU/RED PER THE REQUIREMENTS OF THE C11Y FIRE EDITED TO REFLECT ACTUAL CONSTRUCTED CONDITIONS (RECORD DRAW/NGS) 1 CITY 1ST REVIEW BRK 10-10-2018 JAX ACCOUNT ND.'S: 00451401301700, 00451401302000,
<br /> C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT 00451501000001, 00451501000000
<br /> MARSHAL. FIRE HYDRANT INSTALLATIONS ARE NOT ALLOWED ON WATER MAINS THAT BY THE DEVELOPER/CONTRACTOR, CERTIFIED AS SUCH BY HIM AND TURNED STANDARDS. REV. N0. DESCRIPTION INITIALS DArE
<br /> 1O CONNECT TO BUILDING SEWER PIPE IE=72.0 DO NOT MEET THE MINIMUM FIRE FLOW REQUIREMENTS OF TNE AREA. IN A SINGLE INTO THE CITY. A RECORD DRAWING PRINT SHALL BE SUBMITfED FOR
<br /> INSTALL BACKWATER UALVE FAMILY / DUPLEX NEIGHBORHOOD, THE F1RE FLOW /N THE MAIN MUST BE A CHECKING BY THE C11Y INSPECTOR AND PUBLIC WORKS DEPARTMENT PRIOR D. A PRE-CONSTRUCTION MEETING SHALL BE NELD WITH TNE CI1Y PRIOR TO
<br /> MINIMUM OF 1000 GPM BEFORE THE fNSTALLATION OF A FIRE HYDRANT IS TO SUBMI771NG THE REVISED ORIGINALS. THE WATER RECORD DRAWING SNALL THE START OF CONSTRUCTION. THE CITY OF EVERE7T PUBLIC WORKS PERMIT#PW 1805-050
<br /> 2O lNSTALL SSMH PER COE STD 605 ALLOWED. BE SUBMITTED WITHIN 14 DAYS OF THE PUBLIC WATER MAIN BECOMING LIVE CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 NOURS PRIOR TO � . R' Ij'
<br /> 3 10LF�8" PVC � 1.0� COMMENCEMENT OF CONSTRUCTIDN. � �� WASk `� NW I�4 SE 1�4 SEC.3O T.Z9N. R.SE. W.M.
<br /> A FIRE HYDRANT IS REQUIRED WITHIN 350 FEET OF EVERY STRUCTURE FOR SINGLE THE (NSTALLATION OF ALL WATER MAINS AND APPURTENANCES SHALL BE W ti�w I��� ' ' ' ' '
<br /> FAMILY HOMES AND DUPLEXES AS WELL AS NEW SUBDIVISIDNS AND SHORT ACCORDANCE WITH THE CONSTRUC710N PLANS AS APPROVED BY THE PUBLIC E. rHE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIfY ��,`� � "�'� THE LANDING AT PORT GARDNER
<br /> 4 14LF�12" PVC � 1.0� SUBDNISION FOR SINGLE FAMILY NOMES AND DUPLEXES. WORKS DfRECTOR OR HIS DESIGNEE FOR THE PROJECT. ANY DEVIATIONS OR THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED � "' _ •"�� Cd
<br /> CHAN�ES ARE TO BE APPROVED BY PUBLIC WORKS DIRECTOR OR HIS REGARDING PROBLEMS DURING CONSTRUCTtON ON A 24 HOUR BASIS. `
<br /> 5 O 6" PVC FOOTING DRAIN (SEE ARCHITECTS PLAN FOR DETAILS) FOR ALL OTHER BUILDINGS FROM TRIPLEXES TO COMMERCIAL USES, A FIRE DESIGNEE BEFORE THE CHANGES ARE INCORPORATED INTO THE WORK. � � � 4 �� DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> HYDRANT IS REQUIRED WITHIN 200 FEET, BUT NOT CLOSER THAN 50 FEET TO ANY O 36499 �' 170891-AB.DWG SPC 03-28-2018 1"=20' I�-OS9I
<br /> F. MAINTAIN A MINIMUM OF 1 D FEET HORIZONTAL AND 18 INCHES VERTICAL .o � 4'
<br /> O 6 COORDINATE CONNECTION TO MANHOLE WIrH BRIAN DODAN (425) 257-882& STRUCTURE (MEASURED DISTANCE TO BE ALONG ROUTE TO 8E TRAVELED BY FIRE ALL MATERIALS SHALL BE NEW AND UNDAMAGED. UNLESS OTHERWISE SEPARATION BETWEEN POTABLE ANp NON-POTABLE CONVEYANCE SYSTEMS. �S s�'js T F-�u�
<br /> EQUlPMENT). A P P R O V E D B Y T H E P U B L/C W O R K S D I R E C r O R O R H(S D E S I G N E E, T H E S A M E I��NAL F� SHEE7
<br /> MANUFACTURER OF EACN ITEM SHALL BE USED THROUGHOUT THE WORK. G. ALL CtTY OF EVEREI7 UAWES SHALL BE OPERATED BY PUBLIC WORKS AS-B UILT
<br /> WATER METERS ARE REQUIRED FOR ALL NEW SERVICES INCLUDING DOMESrIC, CONTRACTORS SHALL FURNISH A WATER TI�NT PLUG OF THE APPROPRIATE DEPARTMENT PERSONNEL ONLY. ALL UALVES, NEW AND EXISTING, SHALL BE
<br /> IRRIGArION AND FIRE SERVICES. SIZE WHICH SHALL BE INSTALLED IN THE END OF THE WATER MAIN ANYftME accEss�e�E ar a« r�MEs. DRAINAGE AND UTILTIY PLAN �
<br /> WORK IS DELAYED OR STOPPED.
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