|
FOUND REBAR & CAP,
<br />ILLEGIBLE
<br />y 0.13'S X 0.15'E
<br />o �
<br />b
<br />30' k
<br />SSMH
<br />RIM 182.75'
<br />IE 36" (N,S)=166.93'
<br />BOCK
<br />FRI DAY'S SECOND ADDITION TO EVERETT
<br />VOL. 3, P. 5 6
<br />24
<br />BLOCK 13
<br />NW 114, SE 114, SEC.301 T.29N., R.5E., W.M.
<br />SNOHOMISH COUNTY, WASHINGTON
<br />50' 22'
<br />cv �
<br />SCALE: 1 " = 20'
<br />20 40 0 20 10
<br />/ '�QC7 by tiv� `. V
<br />7
<br />CL CURVE DATAAl 4 P P _ �� \ \ \/ I a SEWER MAIN SYSTEM CONSTR UCTION PLAN NOTES:
<br />L=181.70' cJa� J ❑ P ER u° 21 - �- 1
<br />R=153.10' �' 7 P VA LTS _ \ ' \ THE INSTALLATION OF ALL EXTENSIONS TO THE SANITARY SEWER SYSTEM SHALL BE DONE
<br />Q=67°59'S6" \ I 4° PER PLANS WHICH HAVE BEEN APPROVED BY THE CITY ENGINEER.
<br />a ° ` SANITARY SEWER PLANS ARE TO BE SEPARATE FROM OTHER UTILITY PLANS, BUT ALL
<br />°o OTHER UTILITIES ARE TO BE SHOWN, WITH SANITARY SEWER PORTIONS HIGHLIGHTED.
<br />UNLESS APPROVED OTHERWISE, PLANS SHOULD BE PREPARED ON 22 INCH BY 34 INCH
<br />10
<br />PLAN/PROFILE TYPE SHEETS AND SHALL SHOW BOTH PLAN AND PROFILE VIEWS. OTHER
<br />SSMH L=91. R I - y UTILITIES ARE TO BE SHOWN IN PROFILE VIEW AND IN PLAN VIEW.
<br />r �
<br />�: A R=183 ? 0 �� t c
<br />RIM 186.12' 7 0 90 Voff ,/ V THE MINIMUM ALLOWABLE SCALE SHALL BE i INCH = 40 FEET, ON SMALL PROJECTS, IT
<br />IE 36" (N,SW)=168.54' =28'34 33" 1 p SHALL BE EXPECTED THAT THE SCALE WILL BE ENLARGED TO ADEQUATELY UTILIZE THE
<br />1 \ IE=171.50 ; TRASH FULL PLAN SHEET. (12' IN, NE) 2 0 \ \ � ' a:
<br />p
<br />CB T-1-- ------ g YD11 � � / ROOM � I � I \ PROVIDE NOTES ON PLANS THAT REFER TO SPECIFIC CITY STANDARDS FOR SUCH THINGS
<br />RIM=185.14' RIM: 101.5°; : `C \ AS MANHOLES, DROP CONNECTIONS, SIDE SEWERS, ETC.
<br />IE=181.01' (12" PVC E) IE: 179.5 p ELECTRICA
<br />8 , / ROOM I� PLANS SHALL SHOW INVERT ELEVATIONS OF THE MAIN AT THE OUTLET AND ALL INLETS
<br />CB T-2 W/OIL WATER SEP. P N OF EACH MANHOLE, SLOPE OF THE MAIN AND SURFACE ELEVATIONS OF THE MANHOLE
<br />RIM=185.14' °a " rn " z 4Q LID. IN THE PROFILE VIEW, THE FINISH GROUND ELEVATION OVER THE PIPE SHALL BE
<br />IE=180.40' (12 PVC NW) ,3 0 6 PVC 2% 6 PVC 0 0.6% Ig m
<br />SHOWN AS WELL AS CROSSINGS OF OTHER EXISTING OR PROPOSED UTILITIES. STATIONING
<br />IE=180.35' (12" PVC S) _1Z96 Yo12 _ �w j OF SIDE SEWERS FROM THE DOWNHILL MANHOLE IS REQUIRED.
<br />_ RIM: 182t - 90 cn
<br />Cn
<br />lE=180.60' (12" PVC OUT SE) 4 Io STOP BAR
<br />2 SSMH#1 6 ° FIRE RI �E: 179.12 �- \ Io I IN ALL CASES WHERE A NEW SEWER LINE IS TO BE LOCATED IN AN EASEMENT, THE
<br />3 DOM 6' PVC 0 2%_ EX. ROCKERY o ` EASEMENT IS TO BE SHOWN WITH MEASUREMENT INFORMATION TO ACCURATELY FIELD
<br />55 p I &STAIRS ci SURVEY AND STAKE LOCATION PRIOR TO CONSTRUCTING THE PIPE LINE.
<br />/ 1 O \ MAR GAS TU o (TO BE RIt11lOVED) N
<br />f 4 v, UPON COMPLETION OF CONSTRUCTION, THE ORIGINAL OF THE PLAN SMALL BE AS -BUILT
<br />IGI - / BY THE DEVELOPER AND CERTIFIED AS AS -BUILT BY HIM AND TURNED INTO THE PUBLIC / G WORKS DEPARTMENT WITH PROPERLY EXECUTED EASEMENT DEEDS AS APPLICABLE FOR
<br />S Q °
<br />THE PROJECT.
<br />NIA/ 11 LF 12" SD ® 43.59% ® _ Cn
<br />�O INSTALL BACKWATER VALVE - s T29' \TT
<br />P "
<br />ON STORM LINE CB#1 SEWER MAIN SYSTEM REQ UIRED NOTES:
<br />SS Q L=36. 77' 11 LF 12" SD 0 0.00% \ Z 25LFN 8 PVGIpt % YD 5 1 o
<br />_ YD16 RIM: 181.259
<br />=25.00' PROPOSED STORM AQUA SWIRL AS 2 � THE FOLLOWING STANDARD NOTES ARE REQUIRED ON ALL SANITARY SEWER .PLANS:
<br />\ C4.4 RIM: 182E IE: 77. 1 °
<br />4= 4' 16' 14 /-- TANK UNDER PARKING PRETREATMENT E. 177 55 I P A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS
<br />-' CB T-2 d _._.�� � `�' / ---_._ '`-- ------'-'_-,,` yD#8 RIM=181.5E
<br />/� ( RIM: 188E IE=f77.3 n AND WSOOT/APWA STANDARD SPECIFICATIONS.
<br />SA g1' RIM=187.10' d /y IE: 18 \ / "I TOY TOP" p ��✓/
<br />�66 55 35 IE=181.30' (12" PVC E) IN LEAD W HER I I NO PART OF THE SANITARY SEWER SYSTEM SMALL BE COVERED, CONCEALED OR PUT
<br />P INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED 8Y THE CITY
<br />o 4 tJ D REB R INSPECTOR.
<br />/ PROPOSED
<br />a ] STOP R C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE
<br />MSE WALL L=53.07 N8857 0fi E 1 8.03' GN PO E/ 0 4 RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE
<br />TOP. 188.0 R=66.40' i GHT E ?CROSSWALK I FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES
<br />TOE: 184.0 d 45'47'37" 4 a CURB.: CUT: ° I NOT SHOWN. IF CONFLICTS WITH EXISTING UTIL177ES ARISE DURING CONSTRUCTION, THE
<br />YD#JO
<br />'r . S \ a . CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED
<br />RIM: 184 o CB 1460 SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br />1E: 183 \ ( � '�\ YD#9 .,,• ". � p CB 1456
<br />y'"RIM: 184� CONSTRUCTION ON THE PROJECT.
<br />\ N6) WATER �"- LANE STR IE t82.S 37TH STR�ET / RIM7181.5a / o D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS
<br />S6- VAULT ,, rn N IE. 177.45 t? MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />2, ry EASEMENT FOR \ W yam------- _ W'' - \ 1 /1 CB 1458
<br />STREET AND SW \ \ �-�
<br />DEDICATED TO d _
<br />cnY of EVERETT _ - 7' S'E 179.6 7' �{ -- - - I Q i �2-00' WATER MAIN SYSTEM CONSTR UCTION PLAN NOTES:
<br />i EL -- y�I d 0 m W / \
<br />N83'45'20T 127.35 -- - d 1--� \
<br />,.' � o CB 1457 A. WATER PLANS ARE TO 8E SEPARATE FROM OTHERS AND SHALL HAVE WATER MAINS
<br />------ HIGHLIGHTED AND INDICATE LOCATIONS OF OTHER UTILITIES.
<br />/MSE WALL
<br />TOP=184.0 0�'
<br />TOE=181.0 °=
<br />CROSSWALK CB 1459
<br />/ SIGNAL POLE, EX. 6" WM
<br />/ LIGHTPOLE
<br />/ 7LF 8' DI d- �
<br />WATER CONSTRUCTION NOTES:
<br />O 1 WATER SYSTEM UPGRADE TO BE PERFORMED BY THE PUBLIC WORKS
<br />DEPARTMENT AT CITY EXPENSE. COORDINATE TIMING OF THIS
<br />WORK THROUGH THE PUBLIC WORK INSPECTOR RANDY ALLEN 425 OUG E ( )
<br />339-7403
<br />O CONTRACTOR TO POTHOLE EX, WATER TAPS. REUSE FOR 3/4'
<br />IRRIGATION METER
<br />O INSTALL: 1-4" DI TAPPING TEE (FL)
<br />O 4" FIRE SERVICE METER PER COE STD 503, DCDA TO BE LOCATED
<br />IN FIRE RISER ROOM
<br />�5 4" DI FIRE LINE
<br />FIRE DEPARTMENT CONNECTION TO BE MOUNTED TO BUILDING
<br />7D 3" WATER METER PER COE STD 502
<br />O EX, WATER TAP TO BE KILLED BY WATER DEPARTMENT
<br />4" DI DOMESTIC WATER LINE
<br />i0 3/4" IRRIGATION METER W/DCVA
<br />SEWER CONSTRUCTION NOTES:
<br />0 CONNECT TO BUILDING SEWER PIPE IE=72.0
<br />INSTALL BACKWATER VALVE
<br />OINSTALL SSMH PER COE STD 605
<br />3 1OLF-8" PVC ® 1.0%
<br />4 14LF- 12" PVC 0 1.07o
<br />O6" PVC FOOTING DRAIN (SEE ARCHITECTS PLAN FOR DETAILS)
<br />OCOORDINATE CONNECTION TO MANHOLE WITH BRIAN DOLAN (425) 257-8828
<br />6" PVC
<br />o V
<br />WALL
<br />V D
<br />IN
<br />RAMP DETAIL
<br />SCALE: 1 "=10' HORIZ, 1`_-1' VERT
<br />I
<br />I
<br />SWIRL
<br />D
<br />/
<br />r
<br />/
<br />INLET BASIN
<br />/
<br />RIM=178.76'
<br />/
<br />(E=177.72' (6" DI NE)
<br />/WATER MAIN SYSTEM GENERAL NOTES:
<br />/
<br />/ ALL CONSTRUCTION OF WATER MAINS AND RELATED APPURTENANCES SHALL
<br />AFTER THE INSTALLATION OF ANY WATER SERVICE BY THE PUBLIC WORK
<br />/ CONFORM TO THESE STANDARDS, APPLICABLE AMERICAN WATER WORKS ASSOCIATION
<br />DEPARTMENT, THE PROPERTY OWNER SHALL BE HELD RESPONSIBLE FOR,
<br />/ (AWWA) SPECIFICATIONS AND APPLICABLE SECTIONS OF DIVISION 7 OF THE
<br />MAY BE CHARGED FOR, ANY AND ALL DAMAGES TO THE SERVICE LINE,
<br />/ WSDOT/APWA STANDARD SPECIFICATIONS. THE GENERAL REQUIREMENTS OF AWWA
<br />SETTER METER AND METER BOX S AU T OR ANY NC
<br />E /V L A OTHER APPURTENA
<br />/ AND THE WSDOT/APWA STANDARD SPECIFICATIONS SHALL APPLY UNLESS THEY ARE
<br />UNTIL COMPLETION OF CONSTRUCTION AND/OR THE STRUCTURE IS APPR
<br />/ INCONSISTENT WITH ANY OF THE PROVISIONS OF THIS PARTICULAR SECTION.
<br />FOR OCCUPANCY
<br />/ SHOULD INCONSISTENCIES OCCUR, THESE STANDARDS SHALL HAVE PRECEDENCE.
<br />/ ALL REFERENCE TO STANDARD SPECIFICATIONS SUCH AS AWWA OR WSOOT/APWA
<br />ALL WATER MAINS ON PRIVATE PROPERTY THAT ARE LOOPED BACK TO T
<br />/ SHALL REQUIRE THE USE OF THE LATEST EDITION.
<br />PUBLIC RIGHT-OF-WAY OR ARE OPEN TO THE GENERAL PUBLIC SYSTEM
<br />/
<br />SHALL BE INSTALLED IN EASEMENTS, GRANTED TO THE CITY, AND SHALL
<br />/ ANY PUBLIC WATER SYSTEM OR ANY PLUMBING IN A RESIDENTIAL OR
<br />MAINTAINED BY THE CITY. (SEE SECTION 5-8.6 FOR MAIN LOOPING
<br />/ NONRESIDENTIAL FACILITY PROVIDING WATER FOR HUMAN CONSUMPTION WHICH IS
<br />REQUIREMENTS.)
<br />/ CONNECTED TO A PUBLIC WATER SYSTEM SHALL BE LEAD FREE. WITH RESPECT TO
<br />SOLDERS AND FLU "LEAD FREE"SHALL MEAN NO MORE THAN .2% LEAD. WITH
<br />/ X, E H 0 TH
<br />H MINIMUM
<br />THE WATER MAIN EASEMENT WIDTH SHALL BE 15 FEET, 5 FEET
<br />/ RESPECT TO PIPES AND PIPE FITTINGS, "LEAD FREE" SHALL MEAN NO MORE
<br />ONE SIDE AND 10 FEET ON THE OTHER SIDE AND SHALL BE EXCLUSIVE
<br />/ THAN 8% LEAD.
<br />THE WATER MAIN AND APPURTENANCES. THE LEGAL DESCRIPTION SHALL
<br />/
<br />PREPARED BY A SURVEYOR LICENSED TO PRACTICE IN THE STATE OF
<br />/ WATER MAIN EXTENSIONS WILL BE REQUIRED WHEN THE PROPERTY DOES NOT
<br />WASHINGTON. THE EASEMENT SHALL BE REVIEWED AND APPROVED BY TH
<br />FRONT ON A WATER MAIN OR WHEN THE EXISTING WATER MAIN IS NOT ADEQUATE
<br />PUBLIC WORKS DIRECTOR OR HIS DESIGNEE PRIOR TO ACCEPTANCE.
<br />TO MEET THE MINIMUM FlRE FLOW REQUIREMENT. THE NEW WATER MAIN EXTENSION
<br />SHALL EXTENDED ACROSS THE PROPOSALS FULL FRONTAGE AND SHALL BE
<br />DUE TO THE COMPLEXITIES OF MANY WATER MAINS AND THEIR WTERFAC
<br />EXTENDED THROUGH AND TO THE LIMITS OF THE PROPERTY BEING DEVELOPED FOR
<br />WITH OTHER UNDERGROUND STRUCTURES, ALL WATER MAIN CONSTRUCTID
<br />SYSTEM CIRCULATION OR FUTURE DEVELOPMENT AS DETERMINED BY THE PUBLIC
<br />SHALL BE STAKED TO ENSURE PLACEMENT WITHIN DESIGNATED EASEMEN
<br />WORKS DEPARTMENT. THE MINIMUM SIZE WATER MAIN SHALL BE DETERMINED BY
<br />ANY DEVIATION FROM THIS REQUIREMENT MUST BE APPROVED BY THE P
<br />THE PUBLIC WORKS DEPARTMENT AND SHALL BE AT LEAST 8" INCHES IN DIAMETER
<br />WORKS DIRECTOR OR HIS DESIGNEE.
<br />UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE.
<br />UPON COMPLETION OF THE INSTALLATION OF THE WATER SYSTEM, THE
<br />WATER MAIN EXTENSIONS OR REPLACEMENTS AND/OR NEW FIRE HYDRANT
<br />ORIGINAL SIGNED DRAWING OF THE WATER CONSTRUCTION PLAN MUST B
<br />INSTALLATIONS MAY ALSO BE REQUIRED PER THE REQUIREMENTS OF THE CITY FIRE
<br />EDITED TO REFLECT ACTUAL CONSTRUCTED CONDITIONS (RECORD DRAWIN
<br />MARSHAL. FIRE HYDRANT INSTALLATIONS ARE NOT ALLOWED ON WATER MAINS THAT
<br />BY THE DEVELOPER/CONTRACTOR, CERTIFIED AS SUCH BY HIM AND TUR
<br />DO NOT MEET THE MINIMUM FIRE FLOW REQUIREMENTS OF THE AREA. IN A SINGLE
<br />INTO THE CITY. A RECORD DRAWING PRINT SHALL BE SUBMITTED FOR
<br />FAMILY / DUPLEX NEIGHBORHOOD, THE FIRE FLOW IN THE MAIN MUST BE A
<br />CHECKING BY THE CITY INSPECTOR AND PUBLIC WORKS DEPARTMENT PR
<br />MINIMUM OF 1000 GPM BEFORE THE INSTALLATION OF A FIRE HYDRANT IS
<br />TO SUBMITTING THE REVISED ORIGINALS. THE WATER RECORD DRAWING S
<br />ALLOWED.
<br />BE SUBMITTED WITHIN 14 DAYS OF THE PUBLIC WATER MAIN BECOMING
<br />A FIRE HYDRANT IS REQUIRED WITHIN 350 FEET OF EVERY STRUCTURE FOR SINGLE
<br />THE INSTALLATION OF ALL WATER MAINS AND APPURTENANCES SHALL BE
<br />FAMILY HOMES AND DUPLEXES AS WELL AS NEW SUBDIVISIONS AND SHORT
<br />ACCORDANCE WITH THE CONSTRUCTION PLANS AS APPROVED BY THE PU
<br />SUBDIVISION FOR SINGLE FAMILY HOMES AND DUPLEXES.
<br />WORKS DIRECTOR OR HIS DESIGNEE FOR THE PROJECT. ANY DEVIATIONS
<br />CHANGES ARE TO BE APPROVED BY PUBLIC WORKS DIRECTOR OR HIS
<br />FOR ALL OTHER BUILDINGS FROM TRIPLEXES TO COMMERCIAL USES, A FIRE
<br />DESIGNEE BEFORE THE CHANGES ARE INCORPORATED INTO THE WORK.
<br />HYDRANT IS REQUIRED WITHIN 200 FEET, BUT NOT CLOSER THAN 50 FEET TO ANY
<br />STRUCTURE (MEASURED DISTANCE TO BE ALONG ROUTE TO BE TRAVELED BY FIRE
<br />ALL MATERIALS SHALL BE NEW AND UNDAMAGED. UNLESS OTHERWISE
<br />EQUIPMENT).
<br />APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE, THE SA
<br />MANUFACTURER OF EACH ITEM SHALL BE USED THROUGHOUT THE WORK.
<br />WATER METERS ARE REQUIRED FOR ALL NEW SERVICES INCLUDING DOMESTIC,
<br />CONTRACTORS SHALL FURNISH A WATER TIGHT PLUG OF THE APPROPRIA
<br />IRRIGATION AND FIRE SERVICES.
<br />SIZE WHICH SHALL BE INSTALLED IN THE END OF THE WATER MAIN AN
<br />WORK IS DELAYED OR STOPPED.
<br />B. PLANS MUST SHOW EASEMENTS WHERE MAINS ARE ON PRIVATE PROPERTY AND ALL
<br />HYDRANTS, METERS, AND OTHER APPURTENANCES MUST BE WITHIN THE EASEMENTS.
<br />EASEMENTS MUST MEET THE REQUIREMENTS OF SECTION 5-1.
<br />C. EASEMENTS MUST BE EXECUTED AT COMPLETION OF CONSTRUCTION. EASEMENTS FOR
<br />sC WATER MAINS MUST BE 15 FEET WIDE WITH THE CENTER OF THE WATER MAIN 5 FEET FROM
<br />ONE OF THE SIDES LEAVING 10 FEET ON THE OTHER. ACCESS TO EASEMENTS FOR
<br />MAINTENANCE MUST REMAIN OPEN. STRUCTURES, FENCES, AND SHRUBS ARE NOT TO BE
<br />PLANTED ON EASEMENTS.
<br />D. SHOW ELEVATIONS OF SEWER MAINS, WATER MAINS AND STORM DRAINS WHERE THEY
<br />o CROSS EACH OTHER.
<br />z
<br />g E. POTABLE WATER MAINS SHALL MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE
<br />AND 18 INCHES VERTICAL SEPARATION ABOVE NON -POTABLE UTILITIES (INCLUDING SEWER,
<br />STORM DRAINAGE AND IRRIGATION) WHENEVER POSSIBLE. IF SITE CONDI7ONS DO NOT ALLOW
<br />z SUCH MINIMUM SEPARATIONS, PIPELINES MAY BE LOCATED CLOSER TO EACH OTHER
<br />PROVIDED ADDITIONAL PRECAUTIONS ARE IDENTIFIED AND INSTITUTED TO ASSURE PROTECTION
<br />OF THE POTABLE LINE. NO OTHER UTILITIES, POTABLE OR NON -POTABLE, SHALL BE WITHIN 5
<br />FEET HORIZONTAL AND 12 INCHES VERTICAL FROM THE WATER MAIN.
<br />S F. ALL INSTALLED HYDRANTS MUST BE COVERED BY A BURLAP BAG OR OTHER SUITABLE
<br />AND COVERING UNTIL ACCEPTED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE AND PLACED
<br />METER IN SERVICE.
<br />O G. A WASHINGTON STATE APPROVED BACKFLOW PREVENTION DEVICE IS REQUIRED FOR ALL
<br />OVED IRRIGATION SYSTEMS.
<br />HE H. ALL ENVIRONMENTAL SENS177VE AREAS SHALL BE SHOWN ON THE WATER SYSTEM
<br />CONSTRUCTION PLANS.
<br />BE I. PLANS MUST SHOW REQUIRED THRUST RESTRAINT PER SECTION 5-13 OF THESE
<br />STANDARDS.
<br />J. ALL WATER CONSTRUCTION PLANS SHALL BE PREPARED, STAMPED AND SIGNED BY AN
<br />ON ENGINEER REGISTERED IN THE STATE OF WASHINGTON.
<br />FOR
<br />BE WATER MAIN S YS TEM REQ UIRED NOTES:
<br />E A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY
<br />MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO
<br />E SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF
<br />N SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br />S. B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE
<br />EIBLIC PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC
<br />WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE
<br />FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER
<br />E DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE.
<br />GS) C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT
<br />NED STANDARDS.
<br />TOR D. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO
<br />LIVE. THE START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS
<br />CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
<br />IN COMMENCEMENT OF CONSTRUCTION.
<br />BLIC E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY
<br />OR THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED
<br />REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS.
<br />F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL
<br />ME SEPARATION BETWEEN POTABLE AND NON -POTABLE CONVEYANCE SYSTEMS.
<br />G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS
<br />IYT ME DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE
<br />ACCESSIBLE AT ALL TIMES.
<br />C
<br />PROJECT ID/
<br />0 1 H CONTRACT NO:
<br />800 Series MAXI
<br />Non -Sloped
<br />Heavy Duty System LOCATION: T
<br />ENGINEERING SPECIFICATION:
<br />POLYCAST® 800 Series MAXI Heavy Duty System is a
<br />non -sloping trench drain, with 12" [305mm] wide x 48" [1219mm]
<br />long (standard) polyester polymer concrete channels with
<br />tongue and groove connections.
<br />6' [152m ] or a 8" [203mm] drain drill 111 out required.
<br />asl(102mm},
<br />•�����p� ���p����
<br />MALE ENO
<br />45"
<br />11219-3
<br />TONGUE & GROOVE
<br />CHANNELJOINT9
<br />fu..j
<br />,2"
<br />[305mmj
<br />10 V5"
<br />[257mm]
<br />I' [203mm]I
<br />1 314" I T
<br />44mm]
<br />A ore 1A[25mm1
<br />U (.,B).
<br />R4"
<br />Channel Number
<br />Weight
<br />Inlet
<br />Outlet
<br />(LOS.)
<br />Dim 'A'
<br />Dim V
<br />825E w/ 4" Bottom Drill Out (Non -Sloped) 1
<br />165
<br />13-3/4
<br />13.3/4
<br />Grate Options (Select One)
<br />Grate Type yP
<br />Part No. Load Class
<br />MAXI! Fiberglass
<br />DG0844 Class D
<br />MAXIt Cast Iron Slotted
<br />DG0841 Class E
<br />MAXI! Cast Iron Solid
<br />DG0842 Class E
<br />Options (Select All That Apply)
<br />Part No.
<br />Additional Specifications:
<br />(]
<br />Vinyl Ester Concrete Channels
<br />DVO825B
<br />[�
<br />Closed End Cap (Inlet/Outlet)
<br />DPO825C
<br />[�
<br />Drain End Cap (4" Outlet)
<br />DPO825DM4
<br />Drain End Cap (6" Outlet)
<br />DPO825DM6
<br />❑
<br />Drain End Cap (8" Outlet)
<br />DPO825DMB
<br />Meets the following Standards & Specifications:
<br />• Federal Aviation Administration (FAA) Advisory Circular Airport
<br />Pavement Design and Evaluation (AC 15015320.6D Appendix 3
<br />Design of Structures for Heavy Aircraft)
<br />• ASTM Standard D543, Test Method for Resistance of Plastics to
<br />Chemical Reagents
<br />• ASTM Standard 0570, Test Method for Water Absorption of Plastic
<br />• ASTM Standard D576, Practice for Determination of Weight and
<br />Shape Change of Plastics Under Accelerated Service Conditions
<br />• ASTM Standard G53, Recommended Practice for Operating Light and
<br />Water Exposure Apparatus for Exposure of Non -Metallic Materials
<br />• ASTM Standard C78, Test Method for Flexural Strength of Concrete
<br />• ASTM Standard C579, Test Method for Compressive Strength of
<br />Chemical Resistant Mortars and Monolithic Surfacing's
<br />+ AASHTO Highway Drainage Guidelines
<br />• AASHTO Standard Specification for Highway Bridges
<br />HUBBELL
<br />www.polycastdrain.com
<br />Toll Free Number:
<br />1.800.346-3062
<br />1 TRENCH DRAIN DETAIL
<br />C4.0 N.T.S.
<br />Know what's below.
<br />SEWER MAIN SYSTEM GENRAL NOTES: Call before you dig.
<br />CONSTRUCTION OF ALL SANITARY SEWER MAINS, SIDE UTILITY CONFLICT NOTE '
<br />SEWERS (LATERALS) -WHETHER SIDE SEWERS ARE BY GRAVITY, BY FORCE
<br />PC-30
<br />7114/09
<br />MAIN, OR PRESSURE SEWER -AND RELATED FACILITIES, INCLUDING BUT CAUTION.'
<br />NOT LIMITED TO SEWER LIFT STATIONS, TELEMETRY FACILITIES AND
<br />APPURTENANCES WILL BE UNDER THE SUPERVISION OF THE CITY AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
<br />SHALL BE IN COMPLIANCE WITH ALL ORDINANCES AND CURRENT LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER
<br />STANDARDS OF THE CITY OF EVERETT, WASHINGTON STATE DEPARTMENT SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND
<br />OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK), OR SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO
<br />THE UNIFIED PLUMBING CODE AS APPLICABLE. CONSTRUCTION, THIS SHALL INCLUDE CALLING UTILITY LOCATE
<br />1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT
<br />SEWER MAIN EXTENSIONS WILL BE REQUIRED WHEN THE PROPERTY DOES LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
<br />NOT FRONT ON A SEWER MAIN OR WHEN THE EXISTING SEWER MAIN IS OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON
<br />NOT ADEQUATE FOR THE INCREASED USE PROPOSED. THE MINIMUM THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION
<br />EXTENSION SHALL BE TO A POINT AT LEAST 5 FEET INSIDE THE AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
<br />PROLONGATION OF THE PROPERTY LINE. CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
<br />EACH SIDE SEWER SHALL SERVE ONLY ONE BUILDING AND ONE PARCEL RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />(ONE CONNECTION FROM LOT TO MAIN) PER SECTION 6-8.3 AND EMC
<br />14.08.170.
<br />ALL NEW SEWER CONNECTIONS SHALL COMPLY WITH BACKWATER VALVE I
<br />REQUIREMENTS IN EMC 14.08.180 B.1.
<br />ALL PIPE INSTALLED SHALL BE STRUCTURALLY SOUND FOR THE DESIGN
<br />DEPTH.
<br />REQUIREMENTS FOR NEW PROPOSED LIFT (PUMP) STATIONS TO BE
<br />DEDICATED TO THE CITY ARE PROVIDED IN SECTION 6-5.1 AND PER THE
<br />CITY'S CURRENT LIFT STATION STANDARDS AS ESTABLISHED BY THE CITY'S
<br />MAINTENANCE IVISION SEW UTILITY. STATIONS ARE DEFINED D / ER LER LIFTS N EIO AS
<br />SEWAGE PUMPING SYSTEMS THAT SERVE MULTIPLE RESIDENTIAL LOTS OR
<br />CITY OF EVERETT
<br />A NON-RESIDENTIAL DEVELOPMENT GENERATING SIGNIFICANT SEWAGE
<br />REVIEWED FOR PERMIT
<br />VOLUME. LIFT STATIONS MUST BE DEMONSTRATED TO BE NEEDED, COST
<br />EFFECTIVE FOR THE CITY TO OWN AND MAINTAIN BASED ON SEWER RATES
<br />AND LIFECYCLE 0&M COSTS, MEET THE MAINTENANCE DIVISION
<br />STANDARDS, AND BE PERMITTED AND APPROVED SOLELY AT THE INTEREST
<br />OF THE DEPARTMENT GRINDER PUMP INSTALLATION FOR INDIVIDUAL
<br />PARCELS MAY BE ALLOWED UNDER SEPARATE REVIEW PER SECTION 6-5.2.
<br />ALL REQUESTS FOR INSPECTIONS AND FOR WITNESSING ACCEPTANCE
<br />TESTS SHALL BE SCHEDULED WITH THE PUBLIC WORKS INSPECTOR AT
<br />LEAST 24 HOURS IN ADVANCE FAILURE TO GIVE ADEQUATE ADVANCE
<br />N0710E MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED
<br />INSPECTIONS.
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