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SEWER SYSTEMINSTALLATION NOTES
<br /> �i W.M. WATER MAIN SYSTEM CONSTRUCTION NOTES. 1• PRIOR TO ANY CONSTRUUCTION ACTIVITY, THE DEVELOPER SHALL ARRANGE
<br /> NE 1/4, SEC. 19, T. 29 N., R.05 E., W . PRIOR TO ANY CONSTRUCTION ACTIVITY, THE DEVELOPER SHALL ARRANGE A APRE-CONSTRUCTION CONFERENCE WITH THE CITY OF EVERETT. THE
<br /> PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF EVERETT. THE DEVELOPER AND ATTEND. DEVELOPER AND PROPOSED ON-SITE SUPERVISOR SHALL ATTEND.
<br /> 9
<br /> SNOHOMISH COUNTY, WASHINGTON PROPOSED ON-SITE SUPERVISORS SHALL CCO
<br /> 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST
<br /> MANHOLE RIM REVISION, INCLUDING ADDENDA AND UPDATES, OF THE CITY OF LVERETT
<br /> 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST REVISION, DEVELOPER STANDARDS. CONTRACTOR D HAVE THE DESIGN AND
<br /> MANHOLE
<br /> 4.RIM
<br /> INCLUDING ADDENDA AND UPDATES, OF THE CITY OF EVERETT DEVELOPER STANDARDS.
<br /> IE=103.34 CONTRACTOR TO HAVE CITY OF EVERETT STANDARDS ON JOB SITE. CONSTRUCTION STANDARDS AND SPECIFICATION FOR DEVELOPMENT ON
<br /> Q 3. AN APPROVED AND DISTRICT SIGNED COPY OF THESE PLANS MUST BE ON THE JOB
<br /> JOB SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS.
<br /> •
<br /> SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. AN APPROVED AND DISTRICT SIGNED COPY OF THE PLANS MUST BE ON
<br /> 14 0' 4. ALL WATER SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
<br /> THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
<br /> I�----22.0'
<br /> THESE APPROVED PLANS. ANY DEVIATION FROM THE PLANS WILL REQUIRE APPROVAL 4• ALL AND MATERIALS SHALL BE IN ACCORDANCE WITH
<br /> FROM THE OWNER, ENGINEER, DISTRICT AND APPROPRIATE PUBLIC AGENCIES. ALL WORKABLE STANDARDS AND SPECIFICATIONS OF THE CITY OF EVERETT,
<br /> AHELL PROJECT SPECIFICATIONS, AND THE MOST RECENT EDITION EVERETT,
<br /> THE
<br /> ' O'00"E _ _ 5 CONSTRUCTION SAND TF 72 OR ANY RRESTART3 �ROF WORK.KING ) PRIOR TO BEGINNING APWA STANDARDS AND SPECIFICATIONS.
<br /> N90 0
<br /> THE
<br /> ' _ 5. FRONT PROPERTY CORNERS SHALL BE SET BY A LAND SURVEYOR
<br /> W 344.07
<br /> 6. THE DISTRICT SHALL BE NOTIFIED THREE WORKING DAYS PRIOR 70 THE TIME THE LICENSED IN THE STATE OF WASHINGTON PRIOR TO THE START OF
<br /> DEVELOPER WOULD LIKE TO CONNECT TO EXISTING MAINS OR FOR INSTALLATION OF CONSTRUCTION.
<br /> TAPPING TEES. THE CONNECTION SHALL BE DONE IN ACCORDANCE WITH DISTRICT 6. NOTIFY THE DISTRICT 72 HOURS (3 WORKING DAYS) PRIOR TO BEGINNING
<br /> MANHOLE RIM l�
<br /> REQUIREMENTS. DEVELOPER SHALL NOT OPERATE ANY DISTRICT VALVES; THESE WILL CONSTRUCTION AND FOR ANY RESTARTS OF WORK.
<br /> RIM=114.69'
<br /> MANHOL
<br /> E RIM OPERATED BY WATER DISTRICT PERSONNEL ONLY.RIM=114.67' 7, FOR AID IN UTILITY LOCATION, CALL 1-800-424-5555, A MINIMUM OF 48 HOURS (2 7 FOR AID IN UTILITY LOCATION, CALL A MINIMUM OF
<br /> �„ WORKING DAYS) PRIOR TO BEGINNING oiiiRI CONSTRUCTION. EXISTING UTILITIES, WHETHER 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING OF CONSTRUCTION.
<br /> SHOWN OR NOT, SHALL BE LOCATED PRIOR CONSTRUCTION, SO AS TOIAVOID EXISTING UTILITIES, WHETHER SHOWN 1-800-424-5555,OR NOT, SHALL BE LOCATED PRIOR
<br /> cn ANDA COSTS DISTURBANCE,
<br /> THEREWITH TO�PRO�ECT ER SMAINTAIN AND REPAIR,HALL ASSUME ALL S WHEREI LITY TO CONSTRUCTION, SO AS TO AVOID DAMAGE OR DISTURBANCE, AND THE
<br /> SIBILITY
<br /> NECESSARY.
<br /> THEREWITHELO TO PROTECT,ASSUMEM ALL IRESPONSEPAIR, AND
<br /> COSTS
<br /> CONNECTED
<br /> BENCHMARK
<br /> 8. WATER LINE CONSTRUCTION WITHIN THE PROPOSED DEVELOPMENT SHALL NOT COMMENCE 8 PIPE LENGTHS, MANHOLE DEPTHS, ETC., AS SHOWN ARE APPROXIMATE.
<br /> w ELEV=114.67' UNTIL THE STREET HAS BEEN BROUGHT TO SUB-GRADE, MEETING CITY OF EVERETT DEVELOPER IS RESPONSIBLE FOR SUPPLYING PROPER QUANTITIES OF
<br /> RY.
<br /> 00 0 V.
<br /> MANHOLE RIM AS DEPICTED HEREON. H APPROVAL. MATERIALS.
<br /> o •
<br /> o o VERTICAL DATUM: CITY OF EVERETT
<br /> MANHOLE RIM g• WATER MAIN SHALL BE FIELD STAKED PRIOR TO CONSTRUCTION, WITH 25' STAKES ON
<br /> RIM=115.62 CURVES. LOT CORNER STAKES SHALL ALSO BE IN PLACE PRIOR TO CONSTRUCTION. 9' PROVIDE PRIOR 70T E DISTRICT'S
<br /> INSPECTOR WITH A COPY OF ALL CUT SHEETS
<br /> O N
<br /> AD z 1 E=106.62
<br /> 10. PIPE SHALL BE DUCTILE IRON, AMA JO CLASS 52 THICKNESS, WITH RUBBER GASKETS,
<br /> SHALL BE
<br /> I
<br /> Y'n PUSH-ON TYPE, OR MECHANICAL JOINT, MEETING AWWA SPECI(CATIONS. ORI FLANGED, INCLUDING
<br /> 10. MANHOLES
<br /> CONSTRUCTION CONSTRUCTEDOF AS PER
<br /> WHERE DISTRICT STANDARD DETAILS.
<br /> MANHOLE RIM _ BE AWWA, CEMENT LINED, DUCTILE IRON, AND EITHER MECHANICAL
<br /> KNOCK-OUTS AND CHANNELIZATION FOR SIDE SEWER OR FUTURE
<br /> RIM=114.16 ALE: 1�� -' 1�� AS INDICATED HEREIN. MAINLINE EXTENSIONS; AND FOR PVC PIPE, PROVIDE A WATERTIGHT
<br /> VIDE
<br /> in
<br /> -114 SC
<br /> N9 '00'00"E
<br /> 11. UNLESS OTHERWISE SPECIFIED VALVES 12" AND SMALLER SHALL BE DUCTILE IRON FLEXIBLE RUBBER BOOT OR HEAVY DUTY SAND COLLAR.WAPTERTIGHT
<br /> I
<br /> E
<br /> �.,,
<br /> �� � � .� a. - � RESILIENT SEATED GATE VALVES: ACCEPTABLE VALVES ARE MUELLER, CLOW, M&H, U.S. LOCKING LIDS FOR MANHOLE COVERS.
<br /> 4.00'
<br /> 10 5 0 10 20 PIPE AND AMERICAN FLOW CONTROL, SERIES 2500. VALVES LARGER THAN 12"HO SHALL BE
<br /> DUCTILE IRON BUTTERFLY VALVES; ACCEPTABLE VALVES ARE PRATT GROUNDHOG, 11• ENT ANT
<br /> FOREIGN IMATERIALSI FROM ENTERING EXISTING N EXE SO AS ISTING PIPE PIPE IN
<br /> DRESSER 450 AND MUELLER LINESEAL III.
<br /> SADDLE MANHOLE INSTALLATIONS SHALL NOT BE SEWERS.CUT REMOVED UNTIL
<br /> 12. ALL WATER WORKS FITTINGS AND BOLTED ASSEMBLIES SHALL BE COMPLETELY COVERED INSTRUCTED TO DO SO BY THE DISTRICT.
<br /> w !� WITH VISQUEEN PLASTIC, 4 MIL. THE END OF THE PLASTIC SHALL BE TAPED TO SECURE 12. CONNECTION TO EXISTING MANHOLES SHALL BE MADE BY UTILIZATION OF
<br /> o I THEM TO THE PIPE A CONCRETE CORE-DRILLING MACHINE OF ADEQUATE DIAMETER TO GROUT
<br /> o o I 13. HYDRANTS SHALL BE MUELLER CENTURION A-423, CLOW MEDALLION,BE FURNISDHEDS WI T CORE-DRILLING ADAPTER MACHINE TOV PROVIDE LINES
<br /> ARE NS AL FOOT DROP
<br /> EX CB N RELIANT 929 MEETING AWWA SPECIFICATIONS. HYDRANTS SHALL
<br /> O
<br /> RIM=113.52' o o 13_ .
<br /> -FOOT
<br /> z THREADED OUTLETS, MEETING FIRE DISTRICT/DEPARTMENT STANDARDS. BOTH THRUST ACROSS THE MANHOLE.
<br /> 17 N !E 8"(NE)(W)=110.87' BLOCKING AND MEGA LUGS RESTRAINTS ARE REQUIRED ON EACH HYDRANT INSTALLATION. PVC PIPE HYDRANTS WITHIN THE CITY OF EVERETT FIRE PIERSEALL OTHER HYDRANTSRSHA 1 13. MAXIMUM LENAGTH�AND SHALLABEMFULLLY ENCASED IN EAIGRA EL (OR
<br /> IF
<br /> C
<br /> SNE CW HE ER
<br /> SHALL BE EQUIPPED WITH 4-INCH STORZ ADA IF
<br /> UTILIZE A 5-INCH STORZ ADAPTER. ALL HYDRANTS SHALL HAVE A 4 '�" NST THREADS CRUSHED EXTENDING FROM COURSE,4 OVIDE STALE T01T 12 INCHES ABOVE PIPE
<br /> ON PUMPER PORT. HIN THE CITY LIMITS OF
<br /> BARREL.
<br /> N90'00'00"E - - - - - -
<br /> - - N 14. PROVIDE THRUST BLOCKING AND/OR RESTRAINED JOINTS AT ALL FITTINGS AND BENDS 14. DI SANITARY SEWER PIPE SHALL CONFORM TO AWWA C151 AND SHALL
<br /> ✓ - - - - _ _ AND UP-THRUST FITTINGS, IN ACCORDANCE WITH DISTRICT STANDARDS, CONDITIONS AND BE POLYETHYLENE OR EPDXY LINED, RESTRAINED JOINT. THE DI PIPE
<br /> I FLOWLINE ° _ - - - 120.04'
<br /> OF CURB SPECIFICATIONS. SHALL BE CLASS 52, UNLESS OTHERWISE APPROVED.
<br /> FLOWLINE °a /
<br /> O THE
<br /> G
<br /> O „ „ °
<br /> i� F CURB y { j 15 CONNECTIONS
<br /> THET APPROPRIATENSUBSECTIONS OF TE SPECIFCATIONS OF THE 15. A MINIMUM HORIZONTAL DISTANCE OF 10 FEET SHALL BE MAINTAINED
<br /> P a •
<br /> y I DISTRICT. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING BETWEEN ALL SEWER AND WATER MAINS.
<br /> a' y °.° I ' F / MAINS UNTIL THE NEW PIPING HAS BEEN FLUSHED, DISINFECTED, TESTED AND RECEIVED
<br /> N P��Q�� 6 / SATISFACTORY BACTERIOLOGICAL TEST RESULTS. 16. SIDE SEWER SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER AND SHALL
<br /> r HAVE A MINIMUM SLOPE OF 2%. SIDE SEWER SHALL INCLUDE TWO
<br /> .4 O o
<br /> Q r'
<br /> y ° 37 I I N 41 h
<br /> � , �, cn / 16. INDIVIDUAL WATER SERVICES TO THE PROPERTY LINE SHALL BE 1" DIAMETER MINIMUM
<br /> RIGHTHOF--WAY AND THE
<br /> ONEPROPERTY
<br /> WITH N THELINE;
<br /> PRNVATEWITHIN
<br /> ROPERTY. USEECDE7AIL.
<br /> y i N SIZE AND BE INSTALLED WITH 36" MINIMUM COVER.
<br /> SYSTEM SHALL BE IN STRICT
<br /> y
<br /> I y Sri „ „itirrrriiru�rr�/ririrru&rrrrrrruz/i/1/1,,,,,,,z///,/ ,r/rriiriri�urrlrlrrrrratrl/r/1/lir"'rr�//'/�'�"�r� 17. ALL SEWER LINES SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH
<br /> I y y -EXISTING I N 18" DIAMETER CONCRETE /
<br /> rrlrtrrtturr�
<br /> "' WATER COLUMNS (TYP.) 17. BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED ON ALL RESIDENTIAL FIR CITY STANDARDS AND SPECIFICATIONS.
<br /> 3/4 6" PRSEWER ®PVC SPRINKLER SYSTEMS AND LOCATED IMMEDIATELY BEHIND THE WATER METER ON THE
<br /> •- � y cr PROPERTY SIDE. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND/OR
<br /> I y °. METER I 1 CLEAN OUT (TYP.)
<br /> a o MIN (TYP)
<br /> I r' yy 'a K � tl o - -
<br /> PROPOS ROLL UP DOORS (TYP.) / REPAIRING ASPHALT AND GRAVEL SURFACE DISTURBED NI A RESULT 0
<br /> o, 18. ALL COMMERCIAL, MULTI-FAMILY, INDUSTRIAL AND IRRIGATION SERVICES SHALL INCLUDE
<br /> �j�J�t / WATER W (SEE BUILDING PUW� THIS CONSTRUCTION UNTIL THEY ARE ACCEPTED BY THE PUBLIC WORKS
<br /> A DOH APPROVED BACKFLOW PREVENTION ASSEMBLY LOCATED ON THE PROPERTY SIDE DEPARTMENT OF THE CITY AND/OR COUNTY.
<br /> I y w / ` METER p ` ^ :m W ° N90'DO'00"W _ - __ - - - -� OF THE WATER METER. ALTERNATE LOCATIONS MAY BE ACCEPTABLE UPON APPROVAL BY
<br /> y dL ° M Crr )
<br /> y ° ° r ° ° �_._._. a'r CITY OF EVERETT. STRUCTURES REQUIRING FIRE SPRINKLER SYSTEM SHALL HAVE AT
<br /> r,r a'riF x �� LEAST ONE BACKFLOW PREVENTION ASSEMBLY PER EACH STRUCTURE, PROTECTING THE 19. COMPACTION: ALL TRENCH BACKFILL AND ROADWAY EMBANKMENT SHALL
<br /> 11111,7
<br /> _ _* _ ._-4
<br /> iiiiiiii . . POTABLE WATER SYSTEM FROM THE FIRE SYSTEM- THE BACKFLOW PREVENTION ED TO 95% OF MODIFIED PROCTOR DRY MAXIMUM DENSITY IN
<br /> ` _ ,Y - , BE CO�PA�E D15 EXCEPT THE TOP 6 IN PAVED AREAS
<br /> �-• • • ASSEMBLY SHALL BE LOCATED IN A FLOOD PROOF VAULT OR SERVICE BOX, DEPENDING TM
<br /> ' 22.00' -.----4( 00 a17-.7HICH SHALL BE 100%.
<br /> ___ °: • - , °__ �► � ❑ ❑ 4 °°� � ON SIZE, OUTSIDE THE STRUCTURE IN A LOCATION APPROVED BY THE CITY OF EVERETT. ACCOR AN WITH AS 5
<br /> y iy0 ^ MINIMUM OF 48" COVER OVER 12" W LOCATED IN ASPHALT AREAS SHALL BE ADJUSTED TO
<br /> A OLE COVERS
<br /> ,, �� � \ "� ° No �y 19. WHERE ROAD GRADES ARE ESTABLISHED PROVIDE 20. MANE
<br /> sNo l4, NM o a ;). .... 0 26ORLARGER WATER MAINS, ANDPROVIDE A MINIMUMOF42" COVER OVER 8" MAINS; OR FINISHGRADEPRIORTOPAVING.I \ ❑ ❑IC' �� ° o ri C > ADDITIONALDEPTHASREQUIREDTOMISSOTHERUTILITIES.111111114- ¢ ° ° 21. NONEW UTILITY FACILITIES WILL BE ACCEPTED BY THE DISTRICT IF
<br /> , °11.1111114 : A �- I 20. WATER MAINS CONSTRUCTED WITHIN EASEMENTS ORPRIVATE ROADS SHALL I INSTALLED PROPER INSPECTIONS HAVE NOT BEEN COMPLETED.
<br /> I '� y '� 7 v' a• WITH POLYETHYLENE ENCASEMENT, RESTRAINED JOINTS AND WITH A 5'-O" MINIMUM 22 T APPLICABLE FEES.
<br /> y D INSTALL 3 WIDE METALLIC MARKER ND AFTER PAYMENT OF ALL CURRENT° PROPOSED °
<br /> y a a 0 DURING BACKFILL OPERATIONS, FURNISH AN SEWER SERVICE IS AVAILABLE ONLY AFTER TRANSFER OF OWNERSHIP T
<br /> d : \ SERVICE ,� ❑ ❑ \ �¢ ( I ° ^ COVER.y y ° ,, N 4° °. �+ W TAPE WITH 3 FEET OF COVER OVER WATER MAIN. THE DISTRICT A
<br /> I \ .v i °. "�`� 28.0' . I�••�„ , _2 °' �_�� : ° / - � � � 21. MINIMUM RADIUS FOR 12 AND SMALLER PIPELINES CONSTRUCTED ON CURVES (4
<br /> y ) r .. ' ! DEGREE DEFLECTION PER JOINT) IS 258 FEET.
<br /> �, . n .a ,D.o' BSBI BIJII,DIlVG-1 -
<br /> ° - (PROPOSED DUP EX--)-- m. a °° o0
<br /> (PROPOSED DUPLEX) N90'00'00"E _ _ 11 o ; 22. COMPACTION: ALL TRENCH BACKFILL AND ROADWAY EMBANKMENT SHALL BE COMPACTED
<br /> _ -� z TO 95% OF MODIFIED PROCTOR DRY MAXIMUM DENSITY IN ACCORDANCE WITH ASTM
<br /> z y - - - - - - 120.04' _ a .°. ° cn D1557, EXCEPT THE TOP 6" IN PAVED AREAS, WHICH SHALL BE 100
<br /> -, �y I FG=115.5 m d cn
<br /> / i 4 23. CONSTRUCTION INSPECTION WILL BE DONE BY CITY OF EVERETT AND/OR THEIR
<br /> R
<br /> I .v
<br /> y � ° STAIRWAY �._il DESIGNATED ENGINEER. NO NEW UTILITY FACILITIES WILL BE ACCEPTED BY THE DISTRICT
<br /> w IF PROPER INSPECTIONS HAVE NOT BEEN COMPLETED.
<br /> y e UTILITY POLE � (25)
<br /> rr_zi 24. THE WATER MAIN CONSTRUCTION PHASE WILL NOT BE CONSIDERED COMPLETE UNTIL THE
<br /> Mtn - - (TO BE RELOCATED) o I N
<br /> I y . ❑ N oINSTALLATION IS ACCEPTABLE TO THE DISTRICT INCLUDING A SATISFACTORY HYDROSTATICPLAN APPROVEDcn y\ 22.0':R►W 70 CURB I D aSED a z PRESSURE TEST, A SATISFACTORY DISINFECTION TEST, SATISFACTORY FLOW OF SERVICE
<br /> 0 (8)
<br /> ❑ ❑ I LINES, AND COMPLETION OF ALL ITEMS ON THE INSPECTOR'S PUNCH LIST.
<br /> y a B NCRETEil
<br /> ANSFER OF OWNERSHIP TO THE DISTRICT -� cz ��" IVr N E ONLY AFTER 7R I' ' EV RETT
<br /> CONNECT 6 PVC � 4 N
<br /> TO THE EXISTING y6' PVC FOOTING o u °
<br /> " y i DRAIN � 1% MI �•�• 24.0' 14.5 25. WATER SERVICE IS AVAILABLE 21 SEWER LINE y i 4 0. W ❑ ❑ " z AND AFTER PAYMENT OF ALL CURRENT APPLICABLE FEES. DATE
<br /> d ° r o© J PU LIC SERVICES
<br /> ^►ter -v..
<br /> �--� ,�i PUBLIC WORKS
<br /> ' � ----. • Ld
<br /> - UTILITIES D-.I r. DEPARTMENT
<br /> W \\-�► � i mew. ®--
<br /> w �, - - -•-_- " _,_ x N A PUBLIC WORKS APPROVAL RMIT IS REQUIRED FOR THIS PROJECT IS
<br /> ' '•,'� _�� 5 CLF N90 00 00 E 120.04 ,
<br /> o yTO STARTING ANY CONSTRUCTION ON THIS
<br /> "t ' 1 \ \ \_. r 6'WDF � CITY EN (NEE PROJECT.
<br /> y ' ` t' ' 6 WDF ROOF DRAIN TO I I CONDITIONAL PER CURRENT STANDARDS AND
<br /> o . , _ VEGETATED FLOW PATH co , �'
<br /> 0 2 SPRINKLER SUPPLY EXPIRES _ __ _ _ UNLESS
<br /> CB#1 r
<br /> Z ° ° RIM=114.5t ROW OF r
<br /> mFLOWE"r/"'""""'�'r'r"r""rr"'r���r ROOF DRAIN TO /ter ' VIA SPLASH BLOCKS -PROPOSED NANRAL x PROPOSED UTIL PERMIT FOR CONSTRUCTION HAS BEEN ISSUED.
<br /> 4, y I T?fUJA TREES VEGETATED - LINES TO RISER ROOMS GAS SERVICE (TYP.) I POLE LOCATION
<br /> I ° IE=111.5, 6'� VEGETATED FLOW PATH
<br /> y FLOW PAT VIA SPLASH BLOCKS 6' PVC FOOTING DRAIN ' "
<br /> y a , TOWARDS CBil1 ® 1% MIN to
<br /> x I N (24)
<br /> (n r 1 ( 9)
<br /> I y I N 2' SPRINKLE SERVICE6. x f „
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<br /> •
<br /> yw'y . ° ° I I �R- �O'� s-F�• 'Du
<br /> -,s"1‘, - - _ INSIC:HT ENGINEERING co.
<br /> �. No 4-e-'.0 c 1:).A 14/ ? 1 V ** 'r--- N90_00'DO"w _ P.O. BOX - 1478
<br /> _ _ _ _ -t c.o ti 24� ' u+1A`•f.'k' *"�' EVERETT, WA 98206
<br /> Iy � ° /� � � G,�U� Q 120.03' ��Ol jLlr s
<br /> IN I RI
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<br /> � b�. !�'� �� � d� r�L, (425) 303-9363 (425) 303-9362 FAX
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<br /> �s; ff y��z��r ?o ,w
<br /> _ � INFO@INSIGHTENGINEERiNG.NET
<br /> Si �.t �r�R,b
<br /> SITE ADDRESS: 1913 HOYT AVE
<br /> • o�'� 1 s ® EVERETT, WA 98201-2237
<br /> N90°00'00"W
<br /> MANHOLE RIM
<br /> TAX ACCOUNT NO.'S: 00437037800700
<br /> ® 344.04' RIM=10 .62'
<br /> IE=107.62' � Know what's below. INITIALS DATE
<br /> Call before you dig. REV. NO. DESCRIPTION
<br /> MANHOLE RIM .
<br /> RIM=115.00' 14.0' H
<br /> UTILITyCONFLICTNOTE.' ; `�•o� R.
<br /> s�y ' ,, NE 1/4, SEC. 19, T.29 N,R.05 E., W.M.
<br /> _ - - - - " 4 UNIT
<br /> CAUTION.. : �w I,,;., �� HOYT
<br /> �H N9 44. 0 ' - - - - - <� A
<br /> _ �_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, ; � � '�` _ �i�4n� z �•
<br /> DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON 'THESE _ I - * DWG FILENAME DESIGNED BY: DATE SCALE: JOB NO.:
<br /> 4 NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL •• i III',,",,,,, q _ yyG SPC 08-30-2017I 1"=10' I 17-0868
<br /> ------- -
<br /> 344.0 PLANS OR I
<br /> MANHOLE RIM ZOTH STREET WET AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE p� 36499 4, k 170868 FINAL. SHEET
<br /> ISTE G
<br /> IM=115.17' CALLING UTILITY LOCATE 1-800-424-5555 POTHOLING ALL OF THE EXISTING C ti -
<br /> R UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY SSIONAL
<br /> IE=108.76 C3.0
<br /> WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN �� � � DRAINAGE AND UTILITY PLAN
<br /> ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND 05-0l-f0l9
<br /> ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br /> SHALL CONSULT WITH INSIGHT PROBLEMS PRIOR TO PROCEEDING GIWITHRICON CONSTRUCTION.
<br /> RESOLVE ALL
<br />
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